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11065 SW NORTH DAKOTA STREET-4 (2) . . . . . . .. . . . . , . • . . , . . . . . , . . . . , . . • • •-•"Vg,,;:..t- • , , . , ., ..., ‘ ....... / / / ... ,. , . • . ' N 40-(0-35 W 486.154r / / / / / / F r — .. / I / I/ X . I _____.-------- /i i i 41 -___-------- . .... - - -- --.- . 1 f II ti / — . .............. .. 44.5. i 4,, 1 . ,...- (: if i 7 ' I 1 4 . INIMIvogiognin... . ....- ...._ J 3 ii Iliri , ........ 1111 ir' 1. • Wil s ________ -*COL H 1. I i 1 . / / 1 1. :/ / : .• I (1 ,p 5 ' /11,11 11111 . /011,i Om ll i , _ ..) ! , _ .. , m=1„.... or 42.1P- , 4 .......... - / i Iv - -_____ -------- s©.- i till 101. fk 1 Ray , / ,, ,1.... • , _J1/'--------0- MO • 1 L • • :"T __.. . . . ! . / I of . . . . I• i . • Et • i i / fa-wkisys I* • , / z I 7.1 C..1 II . • . 1 1 . / T.: \ I 1-- I 7 ‹. 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I.I ' "AIIIIIIIIIIIIIIIIttill7 111116111111 7.4r)S . 1 / . •1.11 ler 4.0111Mmump-",..~.0....m..... .AMINE ...."...'''...'.... . —. .m•MINIMMINEW I . . ...........- S 00-01.15 E 546.77* ......-.0"... , . . ...ow' . 11065 SW North Dakota Street 7) .. ;. - It el pe.,/, 7,/n_1013 1 of 3 / ;_....•ofrisie4 , 7173 . , If this !twice appears clearer than the document, the document is finmarginal qua' y. /:, 111111111111)-404.01: _-_,...4:..:7..7f.:Alt:,,e.,..ittlitilifilil,1i11111lilli11 ! fillilliIIIILlillllili I 1111111111111 lil 0111100 1111111.111111. . .., tiplqi...1. 43.11001111 ,,, C D , , , 1 , , 1 , . , _., . ......:„ ....7....,„, _,:,.. . ... _, . . .4 . , 11110144 :'.'::;:::'''''F.'":4''.. .'"...'::' `,--thtii.ilyilmlitilluilliiiihnilmilimilliiillin ilionlimbin inittiniumnitiitiniitimiutilinilfill'orthill oullifforoto ittlIrtitifith . ' . 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II �' ; / -� - - !/ z Ijc • \\ /� I: ilamommetimosaawm, 11065 SW North Dakota Street / '/ 2 of 3 S 00-03-SSE 545.77 ..-- A.dd ( �/-�q3 2 - ? t -2.172.,1 i3 • �'dA1N.C.•.wM671•IMlnMNnutMywp • If this notice appears clearer than the ,,-,' document, the document is of marginal qua'.;y. • C DR I ��., „'� ' ��,� ... � � ` - . 101111111111111111111111111, . . I LlIIii+►11+I+'!� +III+I+j+i1l► 11111111111111 t +I+lilllll+�► 111,1-111-111!0_4,,,,401.0. �I�I ii1i1I1 -•_� ' 24 X - � I�11�+I+11 ti11111111uI111111►IIIIhiti 1111111,,IIIIIIIIII+IIIIIIIi. ...„, __ 7 --;-• :-. 1,15 VP"! • , a i+(11111111j111111111i111111111111111,1111111111111111II1111111d ' •• I, fti 1 ,..: .3 nI1 k • ;. , ' • A . ..�.�..• IIIIIIIIMEMOMMINIONEMINIMIIMUMMOMMInk .. .rwu..ka.r..r..... q,�w c\.k . 4..'..., .._. ,9/9 / /`� • _ / N 00-03-35 W 486.69' / ``� ►� I. / - (t. / / / 3 CT t.1 co 3 2/8 22"74/ 17 • • / // /------"----- , / , i j N ' I m (CO p '1 • • •• / LEGE-N � o � � ,� //0 /1 Cl-i 8 it tki 4/ ry-) , a i • / . • / / I/ r ,><i• ''''"Ni-t/4\n., :.' )4j \,.......s. _____I • .zr (r) (3 § k C-i , .i q \ / (Z / ,y) ' TC= 2/7.54 • r Q N •• TC = 2/f 9/ . TC = 2/6.78 4% • • 4,o� TC : 7.072 iC ��J3.U�� - / 1 � CZO � . N 20' I TC = 2/6./4 �� - TC - /< p ; Tt' 2/2I5 TC Top ofCurb �� +jtp L• 2 / S/W = Sidewalk f h '. TC = 2/6.84 �� _ N 00 W 4 H' �� O Jr, I , ? , TC= 2/5.99 , I -TC = 2/5.69 TC 2/2. 72 - �-1I D/W = OrivetrHv I 4.5 Jk r TC= 2/7.l4 xt / Po \ V- /� 4 TC = 2/5.03 7 TC = ?/2.B7 j C = Concrete Pavement �- o I.(.,..._L_ /---7 TC= 2/5.97 -- Existing Trees Remain - TC = 2/2.88 r �7 /,z96 - - Z 4.496 _ `. T _ / l2 / F 0 G - Ground , �) o _ .� C 2 6. \ \ /,/ ;-?1 TC = 2/4.94 /C = 2/298 _ ti ! FF = Finish Floor o TC _ / )5Z TC - 2/2,53� � w W< 1%..."...... i,VTC _ 2/6/5 \ TC = 2/564 -_.Y\ ..� ,96 fir - /4.64 / , / 3 TC = 2/5.55 - h`' ' 0"/6.04iI - T 2/2.98 TC = 2/2.2/ , B4- oTC = 2/4 B L-�1" TC 2/4.B/ .! i'"'I( • i1� _ c73I _ TC = 2,2/5 -r i i t 7 6 \ ,.... 2i2. 1-,,,_ j a TC = 5.53 Grote = 2/4./9 • • - trate = /2.2/ ( I Sara 20 Ofa. , TC = 2/4.3,' -`' , 2-t4 hoops .�� - -- -1- 1 I / /' `�; 2 `' -/ /E= 2//.69 V' • • • A 7) Gravel �� • JE= 9,7/ �. / i ---t. '-�- w • I Cons/ruclion it \ t� I • • I - - � � .1. Entrance i I �6 TC= 2/4./2 !/ J l TC = 2/2.06 iz A I i- i A s N See Detail 2 ( TC : cry/4./3 ,./... .i • • •• // 11•T;_,,\ / f"• o + II Ip,r_ 1 , Sheetee50-4 1 i em / li /7-c = 2 19/ ti L ill M , I -z 1(s.„.., 111 ";4c-. --' TC = 2/5.30 TC = 2/4.58- 1 - s / / 2/2.l6 �1i1= `_ r ' z '()1 i I1 . TC = 2/4.43 i • • • • TC = 2/4.55 TC = 2/2.74 / -47 I _ I , i , ' s i"�- 2/5 TC = 2/4.37 • TC = 2/3.87 rC = 212.4 7 / C = 2/459 / 2/!.7/ I / • rtr"7"--1 _ C Ii a I` 1 1 / .� I �' • • / +� C = 2/1.59 I a TC: 2/4.53 TC= 21,3.4/ \�. "yam TC = 2/3. 76 rc = 2/2.36 , H f / 'r ' ' I + - - ri\ -21.0 cr_ � 1 - �- !TC = 2/2.35 C = 2//.49 j,►, TC = 2/1.29T +e 1 Acte ono home 1 �- x I Q/ TC = 2/4.40 �� i ,�• D/W= 2/5.76 ' ')JI _ _ 6..PVC S = 0.0543' % \2 _ �' / Z� equ��aa p�r �n�eU+ ' 1 T = /3/ 1 TC - 2/34B \ I , ,/ i ._ ' Seer!3r No.2ICS Ia Odolls , - -- I � u <I. cri°8 TC _ 214.13 , 2 TC _ 2// To" Fm ,_5,,.,� �� Z1 C- 2 O TC = 2/3.57-/�� + , TC = 2/.3.00 �-"" IC = 2//,B9 / TC = 2//.59' /296 / / / B I c. Ln-- I TC - 2/2.85 TC = 2/3.50- �, --� TC = 2/2/9---- Cj 6"PVC TC f 2/!.02 1 PLAN I S/W: 2/2.57 8"X 6"90' Wye TC _ 2/3.00 �. 0/W= 215.013 . -,,! TC= 2/2.22 ; !' TC = 2/2.2/-�\ , _ I - `_ S/W= 2/2.75 /E 8"= 207.40 - -., 5 = 0.00440. _ TC t 2.1/.32 T _ Gro/e = 21/.60 _if l rC = 2//.80 '' A �- TC = 2/1.33 TYPE M - t „If 6"= 207.48 •-._ � _ � l7 r I C I ZEA /E= 209./O ✓I Giole = 2i/./8 1 ? = > TC = 2/0.87 !p-s Concrete a Car. r� ' / ► I1 � JE - e .68 v . /E= 206.89 4!e t o/iol?,pe I =."‘ /U 3 LF B'"PVC S = 0 00800 L. I� /03 LF = ' PVC S = 0.00800 - , .-A. .47 - . )1 ,.. 5/W_ 2/ .4,3`_S/W= 2/2.27 'I • - • - -.v -4' i r-- i / LF /Q"PVC I► G = 206.83 ��•, I ►=' I /Typ. Al/PVC lipe,� '1( 1 / __ O.QG44 -i 'i''� �: TC = 2/0.75 - 9" I ,�/ Js/w2/44 ....,_ ► �� / !� ' J - ' r 5• -� �' l- - _ ..-6 7.2:8 x4•. Wye - Imo- /W= 2/3./ ( 4 Wye .�-y, 6..,PVC / I 1 .' TC = 2/0.45 , . , a s E.".) INIT .' !E-= 2-OBS- - L _ -+-..#0-;>-.------0,-- �2 F. = 2/0.67 +/ ' -TC = 2//.83 ? j w ' S/W= 2/2.2 f�7 LF 4" PVC 5 = 0.00900 �i'� �� 8' X 6"90' Wye f . S\ TC = 2//.65 )1 1----1c---- ! UMW I 1 i �/ /E(R.D.) = 2/2.50 , S/W= 2/2.37 / 21.5 S/W= 2/,x/5 f--� -_- /E B"= 208.26 / 2i3 `J TC = 2/1.53 / -r 1--- /E(R.D.:- 2/151--- ----'----- ) N - /E 6' = 208.34- ... TC = 2//.59 i / 6_ iiin.:./ ' " - i_`.:�"�.'( �/ [or -� - - E F.D. - 2/20• ., / ph- cr. 1 --- 41%7 Lrli‘c4 1 W I /E Mod= 2/2.2= ---✓ 1\G= 2/3.50 r \ /'�- -, -- /E(F.D.) = 2//.00 / ( llO X 8"Redua 4" , 1r0-44Bars • 12't Wrn '--'-"` ►,- - - , 2/3.50 �/ L.P. H.P. �I ).A''47,,..� .. ., lO x 8 90 Tee 6.. �� ' �_ ---� ` �' J (� S/W= 2/4.00 -� _' ;fit = -1--- - , \ /E/o"= 207/3 T 0 8'-5'/z" ' a ./1' /1E B••= 20720 " / .,1'.'r.0- ' -�` ; 9 --��? i I 4"PVC /E(F.D.)= 2/2.00 /E ' .D.)= 2//.72 S/W= 2/4.00 / i 3 i .� ROof D.�oin 2 N.P. Roof Downspout 210 . iy G = 2/3.50 ' I SECTION A-A cn ' IR i I "\/46 min. s/o (TyA•/ / / .------5/W = 2// 7J- Z /- �+ J N -�� I S/W= 2/4.00 ,--- .- -- .-5:°:/W.= � ice' I ti rirTaim ' I /� 1111.-. 11 Q.I--- io A _--/END) = 2/2.50 / C = 2/4.000 mI ' 5/W= 21355 --:. / ,- rl 1 I QZ _ 4"ABs FrI. Pee Z . C = 2/3.82I ' !e � o ' = --- Q i 1 ! Foundation Drain / _II �� X Z i / w /96 min. slope �- / ii (4: - I b MIR 1 0 A! -, -•- -- F.F. 214.00 I' ) /-44.-to"; r___-1:Lill- 6-,- ' \ _____-- j 1, ' •172-1 !2" 1 •,L____ ,._,,,,,,,_ s 11 L Ty, :7 "' (.../Ni 6 ('� iil 't ' 1 • / C i I _ 5 l / �' If. (R, _ 'f p 5- I vI /W X13. 5 �, / D.i 2/2.5G; "-/ C ' cn s . - - [� 1 ' ' �_ _'��' ( / Roof Drain � ri� I I �', SECTION �� F..... '-, Z S/W = 2/3.67 1 / 4"PVC / . , p SECTION C-C W ' Ca) ct ____Ii • I I� q // SiW= 2/4.00 I f o q,. oo,lye r t N �, _. 1 4"90° w/ 1 /96 Min. Slope 1 _ 2 (R.OJ = 2/2.50 p /E`= 2//,50 �• n ; 3,}I \/RD/- 2//.73 \ / / ST ORM DR�4/N^ OUTLET \\ i Typical all Connect to 4.' 45' W G = 21.3.50 Equ,p. Pods Foundation Oroin N. T.S. Y 5/W= 2/3.50 _ 1 , C„, ye lE= 2/0.67 j I ) kl Z lE (F.D.) = 2/2.C0 H.P. ', I - 1 w /E(F.D.) = 2// L.F. G = 2/3.50 . - 5 ! /� 1 I \___\\_ �. . _____ "._� _ = p _ 1 I \\\, S/W= 2/4.00 .� _ .__ 72/3________ _ 20 N 1 s �l \ ' 5/W= 2/3.6' 2/3.50 2% . 2°0 - , 4,, 20 LF / I -01 I - .S/W= 20956 y _ '2/ ..� r _� a, I r""� r \,_____ -„/' �_ , 43 , _ " PVG = ,- S/W= 209.30 = � S/W= 20956 `� ` •- �-��- f_ l 5 = 023700 / i i S/W= 2/3.90I 0 _ -S/W= 20948 \ 20 LF 4"PVC = 0.53/82 "'� ,II IC = 208.47 ' I S/W= 209.32 _ S/W= 209.74 �; j ,-" / iih f '� 5/W= 208.77 "•s--- ► / �J ` /E= 205.BB �� i TC = 208.05, cx ...14-5 /2 20' �.�� < .- -5/W X39-)64444--- l/%° Verl. 8c zd ,r /E= 206.?6 i�, �/ i / / ' Q ' c 20 LF 4" PVC �� 11 (/x' Vert. Bend Z TC = 208.17 Erosion Conlro/ 40 • ' f ` z,� ✓ ' Sedi' lolivn Fence Jima. I III � 'S/W= 209.30 �� "• o ,( TC = 208.05 , )1 I 3' 10.5' lO' 4.5' 2' /O (441.9 11 -.- -•f�� 44 LF PV T = 4"Reducer %W= 209.75 c�f� ° -- S - F'- �`.. • 6 C C 209./7 ('•. 2� /w_ 209.0/ i 0.01000 O ye S/W_ 209.70 ' IL..-- ,I- TC = 208.78 /E - 04 BB TC = 8I �� µ f v kit ,•5°b Mox. i. 1 1_ + ) 4„' 2 / 20 .B3 + ' ParkingI F. �j S ' lE 6 = 204.80 TC = 209.67 II ' •' 4 IC = 208.73 N. TC = 208.53 ` Lot 3.l Max. /5 3./ 3,r Max.M T.., DAV= 208.9/ Are4 Drain' S6 LF 6" PVC S r 0.05000I �, Grate _ ZOB 00 // TC = 20788 )4 TC = 2oei4 7 �� F' t22 TC = 208.472 f.2 75 LF 4" PICC / j „ ' J TC = 207. 7/ - �✓// /S - 0.05000 TC = 206.97 - o Curb `J �- + :\____c_.:4________.. . rTC = 208.79 /2^x 4" TC = 206.95 Existing Ground D/W= 2053/ .:;w� -o• _� 9 = h• TC = 207/9 ,-- 36" x /2"Eccentric TC = 208.77 y TC = 208.// !F J2"= 202,5B / T4 - 206.5.5. �- V Y I Reducer N. 1C.#� /F �"= 203. �� c( % ( 1:\_:_ ;� } Grote = 206.57 /E= 20%BO rC = 208.47 + ��` _ � U + 6 LF 6" PVC /E 4.07 205 \ �.,t / SURFACE WATER QUALITY �'1 li _ !SRA/NAGE SWALE LF 36" ASTM C- 76 `C/ass 1a 5 = 0.005 - L-•H 9 LF /2"PVC 5'_ no moo. gillIl MIN En' OM WIM MI39 �F . 'V -- '''''':\1;),1 �1 - 6 LF B/PVC a t , � -•---'� L 2 C � 1 Seo%.• /" - �O' � I � 1 6s DE.FNT/ON PIP �_d __ it� 5 z.,.000500.„1„,441,,,....._7".._ 000500�.�--- , J .5ee sheet C-,' /" ►I, - 63 LF /2' PVC _� i-- '� JF - _ �..� c� ., • •• •• • for continuation _ -_- �- _ � _ lirr - _ _ .� ,- -:> { 2 , til t, of storm droln ,� �■ _. , _� ----_ F '20 ,....� ' Q; n - - - - -- -- __ l2"x 6"9G+' Wye 1..� _ ' �� v' S 00-03-15 E 546.77' --- . ( = _. 36"X 24•' Tee w/24" _ ` lE/2"= 20/.75 �1 ` 31,E____6:_f: 2�?! 5 Riser 8 Std. MH Frame 8 Cover �`"` Li 011 00' TBM_ R.R. Spike- - 15 LF /2" PVC Benc/irnol-k �,_ �" _ .� �'� 4-1.:1Q �) mailaigimmaumieElev. = 206./E /2"x 6"Reducer The N. W. Corner of John L. Hicklin /2"x 36"Eccen/r;c �� i)r#5Jg'1 bU -I ' )~� /2"90' Wye D.L.C. No. 54, / %2' Bross Disk D1/ch Inlet it / JE/2"= 20/.T2 Reducer B"x 6"90° Wye /E= 203.06 Existing Grove/ Stomped. "Washington County Surveyor" /E= 202,4T /E 6"= 202.94 , / 'Rood /'/ lE 6"= 201.97 Grote • flow line = 203.73 in Monument Box. /E 8"= 20287 1J�!h''+ Pollution Contra/Manhole Elevation = 229.26C-CT:_, 11----- , ,, / See Detail on 5D-4 Datum City of Tigard ti_) w 2 11065 sw North Dakota Street if (In) = 20166 ' �_ � �.. 3 of 3 lE(oul) = 201.66 - - - - - /-, 20 .•••-- r 9219/.427 .. PYHIC ; LHS If this notice appears clearer than the , document, the document is of marginal qua'. y. 1 iiiiilLIIH'i, 4„4.41:, I , �Ii(Illilil{l iIIIIII�IIiIl,I1, � iil►llillili IlilIlII►iI. ►I�I��ft.��>a .,. . , ,,,,,. ..,,,.:_.:_,.. s It:�_�l��l ' . C D (�illl 1tIlIF�I ll � .,.'f '''' '"'-.'''''''''' I�fi111111�IIIIINII�NHiIIII�IIIIIIIIIIIiIIII A , , 11 11 11-Ti"-if'" , . ,` _ - lllhl►Ilillllnllllllihilllllllllllllllllllillhilllllillllllllllllllll` . • • • 440‘0, 7 * a. 't Mf•• ,A o44,44 0,Y,r . • 'j4'`''W " 'AI1�! 'nr� 1 .I1Ms ,4a. .� x. • • • • B • ADDRESS: �11J' • ..1111 • fi r i I . ' 1111. • • I • • { i •• Y • i:\records\microflm\targets\building.cbc • • t • 4110...J • • • t CITY OF TIGARD BUILDING INSPECTION NOTICE ' Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 i Inspection: ,� f --ems ' L 1 C--gL,.-'LC1,..._. ' / Footing SJp. C ilii ng Sprink. Rough-in Appr/Sdwlk . PP Foundation Plbg. Underslab Mech. Rough•in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: • Post/Beam Mech. San. Sewer Gas Line -Bldg. i Plbg. Underfloor Rain Drain Framing -Plumb. 10 • Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. • Date Requested: Si .3( (e15 Time: AM PM am Address: /1 U �� S 9_'\_,—t: " — -C*- __ Builder: Permit #�irt 7 s G' 3(rq' THE FOLLOWING CORRECTIONS ARE REQUIRED: C/ i • 11 Inspector: ,./f../ Date: F-3/-9. APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. ,•,,',c,',., a d. t • h e • 4 , ,i4ill'+ftF I' t :.;%.4,::!: ay�rfi Ili, 'II F tAiYA A' '''.."‘'^ n a ,✓ �`, ��` :.1',.'' ',.4 r k ,,I..,,,4'; • f6qq ti ft M ''f Y r4,.41iy, ! ` 4"',';',.'t.tvr� d1I c e. . • . . ` / . ` � � � , ' ` ,.: . _ . - 1 ~ � - \ //� BUILDIN@ PERMI ^ � ' � � �� ~� PERMIT # ^ BUP95� n��, � �*�� mm� � � � �mm�� »u�nun�� DATE ISSUED: 08/25�95 \ � `COMMUNITY DEVELOPMENT DEPARTMENT m,osmwHall blvd.Tigard,Oregon */223°8199 (»«»)639-4171 PARCEL: 16134DB-00300 • 1. .:ilrE ADDRESS, . . : 11065 SW NORTH DAKOTA :,T ZONING: R_4, 5 ' ^ SUBDIVISION ^ BLOCK . . . : LOT ' _ --______________________�_---- � --------------' --- ---------- EXTERIOR WALL CONSTRUCTION � FLOOR AREAS-- ------- R�ISS�E; — — r �� CLASS OF WORK. xV6- 0 FIRST ^ s f N: 5: E: w : � TYPE OF USE^ ` ^ :COM SECOND. . . : sf PROTECT OPENINGS?------- i i - 'i| TYPE OF CONST. :5N OCCUPANCY GRP^ :M2 THIRD TOTAL------ : sf 0 sf N: S: floor CONST: E: W: FIRE RET � ' . OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: wiro f O�C� SEP. RATED: . STOP. : i�T. u ft GARAGE. . . : s ' ^ REQD SETBACKS--- REQUIRED---------------- - ' BSMT?: MEN?: f '71:LEFT� ft RGHT � FIR SPKL: SMOK OCT. . ' / ` !'�OOR LOAD` ^ ^ ' / p� FRNT: ft REAR: ft FIR ALRM: HNDICP ACC a� DWELLING UNITS:.2EDRMS: BATHS: IMP SURFACE: PRO COpR: PARKING: • VALUE^ $ : 1000 Installall 30' , 5` diameter flag pole with a 3' x 5' flag near the park � longt at the southwesterly end of the North Dakota Street access driveay. � ' ----- --'_- '____—'----'-------' FEE5 ---------- ' Owner: -- --------------� ^ LDS CHURCH type amount �y datw recpt PUCK $ 16. 25 JDA 08/25/95 95-26?77', 11�6� SW NORTH DAKOTA FIRE $ 1000 JDA 08/25/95 95-26977) 'TI8AMD OR 97223 . � PRMT $ 25 00 JDA �6/25/95 �5- C980' -one #: 5PCT $ 1. 25 JDA 08/25/95 95-26980'' .• ` ^tractor : ---'-------- - - --- ' ' ILSTIGE CUSTOM HOMES INC . .415 5W . _________________ ___-___ . 1, 52. 50 TOTAL one #: . ' # 'g ^ ^ : ----•----- REOUIRED INSPECTIONS ---- -- ' • ',m pereit iissued subject to the .•egulxtioo: contained in the Fout/Found lnsp _______-_ _.______ ` 4ard Municipal Code, State of Ore. Specialty Codes and all other Final lns ____ pection ___'_ _'_-_ ..plioabb laws. All work will be done in accmvdamce wit: _-____-__'_______ _________ _______ "om"e0 plans. This pornd will ayi'e if work _ _ _ _ _ ``'hin 180 days of issuance, or if work is suspended for sore ._____ =, an 188 days _ ��-,---..----------.-. �--`-.`��.--�� ____ ---' ------.. ' � ^ � -- ~ ~ �� armittee Sinnatur � tA%4~. __- �' ' 1 ----�--------'------ --� -------- '�-- :� ssued By : __ L�~��'�~��'' � -------'-----'----- ---'-----'----'----' � � ` '�/ Call for inspection - 639-4175 � � ( / ` ' ` � . . > ^` � / ' --- • � ' ' . - ' . ` .. . . ' � � � \ L R \ �U . . � .� 1 � • � . � .� � , ^ ` • � � ^� � .{ " � • r--1 i Commercial Building Permit Application City of Tigard o , 13125 SW Hall Blvd. • , Tigard, OR 97223 M7- (503) 639-4171 • Jobefte Address: l i I� . 611/1 Lb1 1 D 1 � q ''•, ti .,OfficeUse On1r ,:i .. •C -',...•:>r• .••,.•'.� t Tenant: Suite# ? / . w voil � ValuatV Planck/Rec#_ ion• {(✓ (� w _ Permit# RU,e4, '*--"O. WI Owner. LDS CAire A -- Map& TL#_ Address: Approvals Required '� Planning . .3 e e_ O�Q Phone: 0 tr� /��l/?�Z (� � �� ('Q Engineering ^ /1-01? / , Other Contractor: 2-e i 5. G� !7-(117 Address: o9d& 7; f 7 �)([t r Type of const: T/(,0/01;67k-' 97.2c;2> Occupancy class: Y S N �'� 2-. Phone: 1/5 - 5' �`'� Sprinklered? Yes No Contractors License # (/ � ( ttach copy of arrant Oregon license) Sq. ft. of project Contact name & phone: 1/70/ /76(.1:00 ff ''''.2 .--(//1/d- tory (1st, 2nd, etc.) _ i , Proposed use: Architect/Engineer: 120- t75 /1 Gi(4 _ 1 )G) Previous use: Address: /4'21 5uj-03/iliay? 5a/ f--) l� /�/ Note: Plumbing & mechanical plans , /?G � o must be submitted at time of building permit application. Phone: c<c7 i 1/,,,-/ _ ' JOB DESCRIPTION: -7-:n5-4,3// /1/ l( l e [ 1r !1)5 ow✓c h or; kr-/-A ,),2a42/-.4.25� vi I j X $ u I ,.,a , o j iA.(,h C, 'lI ; r fy/:. Li___ , CI Applicant Signature & Phone number (- t : / .--- C.1-Ci)? -2175 S---- Received by: Da°e Received: i .........t.40^ 1 • J ii---- �'F�,T.t sly,� a��'{ 4a.u,'�: '�{ �' `� 'f"+� FS�+� ��4.Y' 'd t,,,,,,. y f" fi t1ti� �+{ } ...... ........, .......,..„.._,,„.„...._ ... ., ._ ,...............,..;.....i...4...,„,,,.,.., �,m'',,1 11 1 • ,r Permit 4 Account Description Amount Amt. Pd. Bal. Gu.• - ;r,(t- +;. __ Bldg. Permit (BUILD) � cj U 0 �� i ` `'° • Plumb. Permit (PLUMB) •• .,L''ti,F `• x r, '. (p Mech. Permit (MECH) , v';'"; State Tax %TAX) 1 Z. __ (• ,?.S Bldg: Plumb: ea Mech: Plan Check (PLANCK) ""G- Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) _ Residential TIF (T1F-R) — Mass Transit T1F (TIF-MT) Commercial T1F (T1F-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) _ — Office TIF (T1F-0) _ f Water Quality (WQUAL) -- Water Quar.aty (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion PlanckiUSA (ERPLAN) Erosion P!anck/COT (EROSN) i ---;76,--ec, . (P-?%-( TOTALS: G I. } I l. 4. d. k . • k" CITY�F'TIGARD APPro4`'d in` ft ork as described . I d1 . , vol,oniY thew 9 1L3 �i�'Xvr 7"'..."---"'--....."— ] . Job Add1 ress'. �fl- Uaie',, '-• ' 1 1l `L —� • 1LAND, r• ;•N OF0 . • A Id -- FLAG POLE i i N.. FLASHING COLLAR 7.4 k///7 -- SHIM PLUMB WITH WOOD SHIM 0 4 co TAMP WITH SCREEN DRY SAND CONCRETE FOUNDATION P-• •' 1°.a.a 6:0 f ..Q •4 • q. 17::: :„.._____ . , • .- S• I •-•• ; 1 2'-6" 4, 4' -0" Al . FLAGPOLE 1/4" = 11- 0" --LGE +i 1'110,11cl 111LE. fNUW:NG NO: RUFF <::::zS TIGARD MEETING HOUSE FLAGPOLE - - APP A STARK 81 A K C II I T E (' T S -- .... .—_--.-�_ DRAWING TITLE • 1121 S.W.SALMON•SUf1E 100•PORTLAND,OR^9720S FLAG POLE DETAIL 1 •1 (SOi1221 II/1 EMI(NIt)2:IQIA7 DAIS. 08/24/95 rSCALE. AS SHOWN J J0fllr. 00000-0.00 P kd ''1: • , „O-al o 4 ii •— ° • • Tr,l•-•\____., Q ,^ cn 1 M t I M I! ni N b`5'6 ----Ir- ,--� —---- -r E e b___.1,_________J,_ ,p g -1 �. �Q� -0 \ 1 i T ---t �. J . l w \\ � • a Un, . , •. ,. ,. cn p • , , a N,' �6 • • JT'_ . 1 r O >IdO HIUUON ' M ' S ,. .' r :t' r It (11-• /1� 1. J 1I • •J • -t . . y. '.� . r..-.w.try.�.N'✓MIAw�•1�.'nv's�. 1 , v.,j • { • • ' 1k h, n '7 w ,.4a,,,,,.4,.....,4'..:.,P z "�wr�7 dJ►no w SECTION 10 352 " • GROUND SET FLAGPOLES ,t,,•.•,.. ..,• PART 1 GENERA( Supplement - 10352 ;_ 1 1.1 SUMMARY ' • A. Related Sections 1. Flagpole will be provided by Jwner in accordance with special services required ' under Section 01 010. This Specification establishes quality of materials and ,air Of' installation for information of Contractor, Architect, and Owner's r rRepresentatives. � r , (_ . 2. Division 02 - Concrete foundation and installation of base plate and foundation ,?�,1, • sleeve. '' I.'•', w ,f . 3. Division 06 - Installation of flagpole i.,44 i PART 2 PRODUCTS ', t2.1 MANUFACTURED UNITS A. Flagpole ,y, . 1. Cone tapered aluminum of alloy 6063-16 with wall thickness of 0.125 inch ,l `y minimum, height of 30 feet, and butt diameter 5 inches. Natural clear anodized , • finish. •; 2. Fittings - • a. Gold anodized aluminum flush seam ball, no larger in diameter than pole r butt. V '' b. One 9 inch cast metal cleat, finished to match pole, with cover. "•I + c. One continuous halyard, 5/16 inch polypropylene with metal core. I' ' d. Bronze swivel flag snaps for halyard. 4i. e. Aluminum flash collar. ,i 5S'‘ Y' 2.2 ACCESSORIES . ,i•,, A.A. Foundation tube complete with welded base A support plate, ground spike, and 4' centering wedges, hot-dip galvanized after construction. B. Hardwood wedges for plumbing pole. •:. A PART 3 EXECUTION ' 3.1 ERECTION , A. Paint portions of pole below grade with heavy coat of bituminous paint. +l R. Install in accordance with Manufacturer's instructions. y i ,5' FND OF SECTION '1 G.- r. • • Project Number 1 10 3!? • Project Name 79 Apr 199:i Ground Set Flagpoles i r • i r)i ' .1 t ! ,8 •i1S-'44:1 lk ,r,1)'oAf ),j otiI.til ,k 1,4 nl. t ''40 Ya A -q a i j 'M ": t.1A1dq.S};. :14,„74.r,.,,,,,,IA,,t,..41;;0.,x,,,,,oiokt,. ,,,,,:,,r14:$„„,,,z,ili,,,.:;:,,,,,,„,:•rt:',',:42,1teg,Y1,4,V.0. 04.4,',i' ,. . . . .. . . . . ti ,.. . n, n V lw' ..„4„,„,..,;, ,,.T ,i x 00.114f1V tr °,Wr''C:` $K r 3. .,,,. ,. , ,,,„, 4, . •,,,,,..„. ,,,., ... .,..., . 3 tt S�: � a.t� � 4 410106 rtr .r ,; e� ; np ,ti i ' : rv � ' _ l____riiw�...wr.a.,... a u;.mx s ^r c:.,,.. „n,,�,.,... a t,• 1 1, ,,....., 0 i . • 'q.'• SECTION 02 220 1 EXCAVATING, BACKFILLING, & COMPACTING ;� 0 1 • i PART I GENERAL , :.,-, 1 1.1 SUMMARY A. Includes But Not Limited To ' I. Perform Project excavating as described in Contract Documents.except as specified below. ; I .2 PROJECT/SITE CONDITIONS A. Existing Cc.nditions 1. 1t existing utility lines not described in Contract Documents are encuuatered, cont:,ct Architect • before proceeding. i ''' PART 2 PRODUCTS 1gib NOT USED ;it rPART 3 EXECUTION Ilk wk, . 3.1 EXAMINATION =*R A. Carefully examine site and available information to determine type soil to he encountered. Discuss i ' problems with Architect before proceeding with work. . 3.2 PERFORMANCE, ForZ A. Excavating 11. Concrete Site Elements - a. Excavate as necessary for proper placement and forming of c..ncretc site elements and t pavement structure. Remove vegetation and deleterious material and remove from site. i• .. b. Backfill over-excavated areas with compacted base material specified in Section 02 5(X). c. Remove and replace exposed material which becomes soft or unstable. 2. If unusual excavating conditions arc encountered, stop work and notify Architect. 3.3 REPAIR/RESTORATION A. Damage to other portions of the Work due i r work of this Section shall be repaired at no additional cost to 't Owner. On new work, damage shall be repair: I by original installer. k ��t> 3.4 CLEANING V.11 < A. Debris and material not necessary for Project are property of Contractor and are to be removed prior to 4.4 : completion of Project. However, if material necessary for Project is hauled away, replace with specified '.jV f backfill material. l ' is�` ;4',O. f , ,Ars.Rn��,y, END OP SECTION t ?,('� t •4' ii E• LRS Architects 1 August 24. 199.5 • •i • .. ..,a.w,,,.... ... . A ?' , . . ' .. , . . •x...+tl�1', M1!?` Myh z` .^ra �- Vie. rmy„'";•+'w fW,..x. . ,y.:X°:: . .. ,ae:M a yN. t:.v.. as tiAl:a,,• �ri ,y«.. :t.:.,y sa vt':� fi...x N� a , A. t°fl . !ta ' —N ! ; , ta.: A �x•�.�..Uri :;r' 4 }�5eip�.,,':i'v' • . y� y °.r y ..i.•. r( ' f � C�yy k '''f';":&."', ° f ° 4 y'it 7t�t • ° , ''''4.`'''.n.At lk r5' ,,. ''rr :,}tkn44:14y.$114, 1 gr•� j rL' i1 �{ U r '` ',;''44,0',.+."f'fn'''+ :IP °' • ' I. .,iv. 1 Nc ?,)14� l '' Mr ? '!. � 1r.s�i�lrrh.}1 1� .t�� 1lep. . ' r9 µµ Jr. \'. .. ,'.. .t 4. . ' .. 1 — - . SECTION 02 S21 1,••i • . CAST-IN-PLACE CONCRETE SITE ELEMENTS i:,. PART 1 GENERAL s 1.1 SUMMARY `" A. Includes But Not Limited To 1. Furnish and install following cast-in-place concrete site elements as described in Contract Documents- a. Flagpole foundation B. Products Installed But Not Supplied Under This Section 1. Flagpole base and foundation sleeve 1 OP ,r. ' PART 2 PRODUCTS I 2.1 MATERIALS A. Concrete - Meet requirements specified in Section 03 313 for exterior concrete. PART 3 EXECUTION 3.1 INSTALLATION )l,/ 1' 4 t• +' A. Sub-Base ��.^., 'r :. 'i i'` 1. Firm undisturbed soil. if �, ' : B. G:anularBase ttS'„ ' 3 1. Place 4 inches minimum of granular base, level, and compact. 1'il' ' ° e C. Finish i '" I.Flagpole Bases - ` a. Exposed portion to have rubbed finish. 4 � ' EM)OF SECTION "<? SECTION 03 313 ,Pi itt,.�m,. ' ! 4? NORMAL WEIGHT STRUCTURAL CONCRETE ,, ,.�44 '.,ty, V. PART 1 GENERAL a',` l, 1.1 SUMMARY ,*„% „r? ', Y r i A. Includes But Not Limited To • 1. Furnish and Install Project concrete work as described in Contract Documents. ` 2. Quality of concrete used on Project but furnished under other Sections. ” B Products Installed But Not Supplied Under'This Section ' 1. Flagpole. t, C. Related Sections 1. Division 02 •Cast-in-place concrete site elements 2. Furnishing of items to he embedded in concrete specified in Section involved. ', , j '.. n 4+V 4{ , LRS Architects 2 August 24, 1995 , «ti:a ' Mfks ,m. rx �* 4^6 r 1' ,' t ' ug • : ' � i ry t 'vak r st nt' n�"'1 a ,�'' ., 1 *V''' ' j N / . _.... ^....''‘i'•0‘,21'4610.'.....4�1 i a � �l , ' f , * �"byh � Ak,h{.'''s1wl � «'� '� ''S " ' n, � _ .. ..,..�"W �.04..v .-..._. ` .........._ t5'4 • 1.2 REFERENCES k `:� 41 lQ. k,- A. American Society For Testing And Materials 1. ASTM C 33-90, "Specification for Concrete Aggregates' Ala 2. ASTM C 94-90, "Specification for Ready Mixed Concrete" A }` 3. ASTM C 150••89,"Specification for Portland Cement" ),y. 4. ASTM C 260-86, "Specification for Air-Entraining Admixtures for Concrete" `' 5. ASTM C 494-92,"Standard Specification for Chemical Admir,h.ires for Concrete" 6. ASTM C 618-93,"Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Ilse as a Mineral, Admixture in Portland Cement Concrete" 1.3 SYSTEM DESCRIPTION A. Design Requirements . Concrete elements of Project are designed to a value of 2500 psi. B. Performance Requirements 1. For testing purposes, following concrete strengths at 28 days are required - a. 3000 psi - Concrete not specified elsewhere MP 1.6 PROJECT/SITE CONDITIONS A. Environmental Requirements I. Cold weather concreting procedures- a. No frozen materials shall be used. b. Forms, reinforcement, and fillers shall be free from frost. Place no concrete on frozen ground. c. For temperatures below 40 deg F, maintain concrete at between 60 and 80 deg F when 1 placing, and 50 deg F minimum for five days if regular concrete, or at 50 deg F for three days if high early strength concrete,or longer if determined necessary by Architect. d. (lousing, covering, or other protection shall remain in place for 24 hours after heat is discontinued. 2. Hot weather concreting procedures - a. Maximum concrete temperature allowed is 90 deg F in hot weather. t • b. Cool aggregate and subgrades by sprinkling. c. Avoid cement over 140 deg F. d. Use cold mixing water r.r ice. e. Use fog spray to lessee rapid evaporation from concrete surface. • PART 2 PRODUCTS 2.1 MATERIALS A. Portland Cement - Meet requirements of ASTM C 150,Type I. 13. Aggregates 1. Coarse- a. Meet requirements of ASTM C 33 or nonconforming aggregate which by test or actual service produces concrete of required strength and conforms to local governing codes. b. Aggregate shall be uniformly graded as follows- I) Flat Work - Size#67(3/4 inch to#4 or 3/4 maximum to 1/4 inch minimum). 2) All Other - Size#57(One inch maximum to 1/4 inch minimum). 2. Fine - Meet requirements of ASTM C 33. C. Water - Clear,apparently clean,and potable. • 4- t. it't. . ` ' i� LRS Atnhitects 3 August 24, 1995 iV, 1 ii,,s ,NYa ti'a.�A, +' tr ?;, �te• a i 9?Ffi1� ' q ��{ 1� tkiy�'1'iinl1 •' p { �,' o i •t , 1,, i .t4'41'140.,� ,;+., 2,,y i�., : , F . I t I Mt P' 'a h, .r. .yyysy,,,o, "` k , �i A Y.Y'R"� �I fm.t -.- A .: ' ."`m,' MYYI�IMY, OMAN' . jM,.awr,�4 +itYK„r9rm..� 1 . • • �G n k +La2.z.......uwwu.:.... . ..» N4..... ..„., A1»eawr.. ',•.,Y` S!! gmVLAk'.. r1444. •i i 1', 0 1 • D. Admixtures- kjn ,i 1. Mineral - .O:s ,',,,' a. Fly Ash Pozzolan - Mee' requirements of ASTM C 618, Class F or C and with loss on 0' i ignition (LO1)of 3 percent.naximurn. �, ;, • i 2. Chemical - ' a. No admixture shall contain calcium chloride nor shall calcium chloride be used as an 4. lro w' admixture. All chemical admixtures used shall be from same manufacturer. •„r,>•, t - b. Air Entraining Agents - Meet requirements of ASTM C 260. rrg� ''1t' • c I) Quality Standru•d - Daravair or Dares 11 AEA by W R Grace. 4''x'1 ' '• c. Water Reducer - Meet requirements of C 494,Type A. ,'4?• v; I) Quality Standard - Daracem 50/55.WRDA-64,or WRDA-82 by W R Grac•.. rV��;,, r• • d. Water Reducer,Set Retarder - Meet n quireml tits of ASTM C 494,Type D. °` 1) Quality Standard- Daratard-17 or Caratar•d-40 by W R Grace. • e. High Range Water Reducer - Meet requireurents of ASTM C 494,Type F or G. 0 I 1) Quality Standard - Darachern-100 or WRI)A-19 by W R Grace. f. Non-Chloride Accelerator - Meet requirements of ASTM M C 494,Type C. 1) Quality Standard - Daraset or Polarset by W R Grace. g. Approved Manufacturers- O I) Master Builders Company,Cleveland,OII (216) 831-5500 1 2) Sika Corporation, Lyndhurst, N1 (800) 933-7452 3) W R Grace Construction Products,Cambridge,MA (800)521-2737 2.2 MIXES A. Mix designs to meet following requirements - 1. Proportions I I a. Minimum weight cement per cu yd concrete - 517 lbs b. Air Entrainment (plus or minus I-1/2 percent) - 3 percent c. Water/Cement Ratio - 0.50 maximum by weight d. No water shall be added any time during mixing cycle above amount rega:red to meet specified water/cement ratio. No reduction in the amount of cement is allowed. PART 3 EXECUTION , . 3.1 PREPARATION ( . • A. Install inserts, templates, and other accessories furnished under other Sections to be installed as part of .. work of this Section. . • C. Remove water and debris from space to be placed. 3.2 INSTALLATION A. Placing 1. Place as soon after mixing as possible. Deposit as nearly as possible in final position. Placing of . cxincrete shall be continuous until a panel or section is complete. 2 Placing Rate - In order to avoid overloading of forms and tics, observe following rate of filling per hour for various air temperatures- Tsmperature Rate of Fill/Hour 40 deg F 2' 50 deg F 3' 60 deg F 4' 70 deg F 5' 3. Compact concrete in forms by vibrating and other means where required. Thoroughly work in concrete around reinforcing bars. , 4. Do not embed aluminum in concrete. ' 5. Do not use contaminated, deteriorated,or retetnpered concrete. • 6. Avcid accumulation of hardened concrete. • 13. Finishing j 1. Rubbed Finish - a. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to smooth, even surface. • C. Curing 1. Keep concrete moist seven days minimum for regular concrete and three days for high early ' strength. Do not use concrete curing compounds without Architect's written approval. Curing i LRS Architects 4 August 24, 1995 S x w-- _. • - . "f• '411106;61 • r f y ' ar. P, } , . . . . . , , , • ,1 . . . , . , , ,. . . .. r.,r• ••%Mk1:rc,w ,„xwv.,.w, g.�v, t:. • r compounds shall not he used to replace moist curing unless accepted by Architect. C y� , • i 3.4 PROTECTION A Protect concrete which has not received its initial set from precipitation to avoid excess water in mix and unsatisfactory surface finish. END OF SECTION SECTION 10 352 / . GROUND SET FI.AI,POLES • • PART 1 GENERAL i 1 .1 SUMMARY i • i A. Related Sections t 1. Division 02 - Concrete foundation and installation of base plate and foundation sleeve. i PART 2 PRODUCTS ' 2.1 MANUFACTURED UNITS A. Flagpole •, '.(. 1. Cone tapered aluminum -r alloy 1i063.T6 with wall thickness of 0.125 inch minimum, height of 30 feet, and butt diameter 5 inches. Natural clear anudiicd finish. c 2. Fittings - a. Gold anodized aluminum flush seam ball,no larger in diameter than pole butt. b. One 9 inch cast theta: cleat, finished to match pole, with cover. c. One continuous halyard, 5/16 inch polypropylene with metal core. d. Bronze swivel flag snaps for halyard. e. Aluminum flash collar. 2.2 ACCESSORIES A. Foundation tube complete with welded base & support plate. ground spike, and centering wedges, hot-dip galvanized after construction. B. Hardwood wedges for plumbing pole. . PART 3 EXECUTION 3.1 ERECTION l4 A. Paint portions of pole below grade with heavy coat of bituminous paint. f B. Install in accordance with Manufacturer's instructions. !! I END OF SECTION t • 1 i S' a 1 '' ►.RS Architects 5 August 24, 1995 Y 4 ' • *-•11,14•••,:1A.:';,. •it '�rr� y� �jt t�' 6 ' i 1 S '� k s"e: F ,'; 8 Y �t • M • Vt .{ .4,,,,t,..fp.,. A t. k f (A,x:{ 4010P04k ')w r d'.$ tiJ' t 101,4,- y_ _4. • z' ' �,,.,s „ il 1 ,) C k L I I 't LI '1 :i C c1Fl1:) F11:•Cl• 1 PI (.:(r•' 1-!t t YIrlt. 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' ^ ` ~ � � , � � . . , ` ' .. � � �' M�� ,� � °�»� .� � �%�� ?>*�r�� `� �� '` '� ' , do ' .... �� —��—�� , �ERT1F%CAT' ' , ` CITY OF TIGARD �CCUPANC�. �r COMMUNITY DEVELOPMENT DEPARTMENT PERMIT # x 8UP93-005r ` DATE ISSUED: 05/26/94`mxoSwwm « Tigard, 9722308109� ` PARCEL: 1S13488-00300 JlrE ADDREC6. . . o 11065 Sl4 NORTH DAKOTA ST • SUBDIVISION. . . . : �ONl��oR 4 � i .^ ^ ^ ^ ' ~ ' BLOCK • LOU i �- ' CLASS OF WOPK. :NEW • TYPE OF U8E. . . :R[L ` OCCUPANCY 8RP. :A2. 1 OCCUPANCY LOAD: 10/0 Mr | TENANT NAML. . . :LDG WARD MEETING HOUSE I - 1 Remarks : Construct new meeting house building. NW Owner: -------'--------- -----'---- ----- ' ' i LEE-RUFF-STARK ARCHITECTS . ' 5285 SW MEADOWS STREET, #340 ' LAKE DSWEGU OR 97305 Phone 0: 664-4747 Contractor: -------------' ' - -' --------- ` TRIPLETT WB-LMwN, INC. ^ P. O. BOX 672 W[0DBURN OR 97071 Phone Os 982-4188 Reg #. . : 43496 ii .' . Occupancy of the above referenced building is hereby gi"en, and certifies `/ | the compliance with the State Of Oregon Specialty Cod for the group, ' / occupancy, and use under which the referenced permit was issued. ! . . , ___-_-- ^r��y�� FIRE DEPARTMENT l INSPECTOR � � f4 ..° '----- �''y BUO� }[ c PFIC%AL POST IN CONSPICUOUS PLACE i ` - . 4 ' ` > ^ | ' �| | / } ^__ � 1 / ' '~^ �,_~_°._ ~- C . ' . � . O L~~ ....1. . � \ , � "'� :,,�� «�� / � �� '. ' - , 1 r INSPECTION NOTICE w City of Tigard Building Depart nt 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone):: 639-4175 Business Phone: 639-4171 Inepection: ,' --(I./44-4''':.,- l_.,•e 41. -- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing (l 97 Pont/Beam Mech. Rain Drain Insulation -Plumb. �/u4� �(� w 0 Plbg. Underfloor Water Line Gyp. Bd. -Mech. 7 Date Requested:, Time: AM / C PM Address:_/4(]//,S ,(� n -r--y Permit f:.. (7J (71------)�-• sr X L ); 1 / Y` c Builder: 1 ) - THE FOLLOWING ODRRECTIOYS ARE REQUIRED: -01 — Inspector: f,,°/I Date: _ - !?L- ; 4//1 l� l;, /APPROVED _— DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. ;6'T}!}4v0, Pi r ' \ R , ' ,,O,"41::,, 1 y `}R 4 11 ,e ylts e jl�,, qrr a +_ I a t � �' s, f��pg�yr}Yj Alk t .. 1 • INSPECTION NOTICE tt 4111' City of Tigard Building Department 11125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 1 . 1' t Inspection: — Footing P1bd. Underalab Mech. Rough-in Appr/Sdwlk � GFound. P1 b9. Top Out Gas Line FINAL: ••^l, 11 ' ' Post/Beam Struct. San. Sewer Framing _ Poet/Beam Mech. Rain Drain Insulation -Plumb. . "5'` Plbg. UnderfloorBd. -Mech.Water Line Gyp. `'' n Date Requested: 'l7 - I' r7-� l Time: AM PM 1 f ` a 1. . Address: //04- -, - N �/ ft,-/-1-c4-.?",t. Permit is 23- C'�1,S' / .. ,.,' r. • ' Builder:___ • a THE FOLLOWING CORRECTIONS ARE REQUIRED: .4',1 0.X.-l-17.2464."1".:-7 7 � . iJ ( ,L{j rt-- 1'-sem-./ /el....- _ /1/4.ze.,,,I, 1 1 Inspector: /, ,� _ Date: __APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. ''',.44 1 t' 1 n , Fl ' n, ,... .444.44—.) \ tie 1 if 104 4161(40140 1440 41141, johisiiiiimitto . ,„ , 1 1 INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97123 Inspection Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ LC( ) )66(1 c'e/_)-( __— _______ Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: , Poet/Beam Struct. San. Sewer Framing -Bldg. 1 Post/Beam Mech. Rain Drain Insulation -Plumb. M Plbg. Underfloor Water Line Gyp. Bd. -Mech. e Date Requested:__ / O'a -- /r/7, �I/^/ // 1 Time: }AM _ — PM I, Address:jlO ‘ , fgc ,/ .//C:C.K-(�/ct- PeicS:it`C1 U`)J; ! 'r' Builder: TripleI LC/e//ma"...5(1V /l 1 y/; TBE FOLWWINo CORRECTIONS ARE REQUIRED: 0 h5 e✓ c idt1fr..15 ,�E- 4 ✓a m /�/I7,-0V) ` 6if -e U3lkrg1 Qcn ✓c'LJ add HK0/ ''Aid sli,„,4--' 144 1e Th k� q' /' { pp `(4 F' b1D ',`j On-kefa fl .;ia` e_R.s c('' `-4.e_ `—� - _ ev {decile a Iso .4 v! 0 VI `h6' ' 64/7if' rl.tc'cl.• i 4-e •C:s'i-e'vl f ✓c ei, 1 . Inspector: Ill""""\ / e- J Matt,:------- APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE - call For Reinep. ,L4 ° �4 ,,°Ab0 it ,5 • y '''Ar �k Y •M �, t�11t,� y,�YJ ��: ,, ....j lnf.t+ i0. t YOBtf, ^ , #�Y - f. , IV i�}V, W�4 Es, INSPECTION NOTICE City of Tigard BuildinDepartment 13125 BR Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639-4171 Inspection: � • 41 Footing Plbg. Underelab Mech. Rough-in I Appr/Sdwik Found. Plbg. Top Out Gas Line FINAL: • Post/Beam Struct. San. Sewer. Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb, 010 • Plbg. Underfloor Water Line Gyp. Bd. _Mech. Date Requested: `) 1 1 Ji( n r ` Times lam. AM (M Address: 1 I/ ' N 1 ( V:k CAA",,(" Permit 1 '1 Builder: !7l b (C /cg(/ THE FOLLOWING CORRECTIONS ARE REQUIRED: - . ALe .4,. d •. r .' =- ' =' -'' J , ) c26 rf _Lr ( r r - _nom t i Inspector: Date:_ 2_-_z _ APPROVED DISAPPRO.'ttr APPROVED SUBJECT TO ABOVE ___Call For Reinep. --z. , , i SPECTION_NOTIC$ City of Tigard Building Departlimat 13125 SR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ret-O-Phone: 639-4175 Business Phones 639-4171 Inspection: Tooting Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Past/Beam Strutt. San. Sewer Framing -81dg. -Plumb Post/Beam Mech. Rain Drain Insulation -Mech. Oh Plbg. Underfl9or Water Line Gyp. Bd. CO • Cea ' l I 1(-� _—nM TM Dat meted: �J. `� ry , Tine:, /,✓s . r' en < Address: �\ ti` �. e' 6( Permit is o / &' . U /S Builder: TUR FOLLOWING OORRECTIONS ARE REQUIRED: if �rP"', GCS -e - ., .�`s- , „,---zi..._--/- 6/__,--z--," 7.- / 7-leiel-e)-7-'9 r'-71 / , t7ii. ________ t _- /Y #^�" 'r Inspector: -4V Dater t ygt�'^� '. ]�- APPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE 1 1,` � �^'!,.nrt; 111111 _. t��YY.. .� : ''flit, v'y�t Call For Reinap. +kb , S 0414: y d'a 7 �� 1 J 1,4 �t i I �5 ,A4 tom" M1 ,' yf�� t 4 A+ { 1./j.,4' ',1* T; � k,, d 1.;,,,p. t .�. 1'4'4A, , 1 Vt 'i w j f ,y 411. , ,„ 4 ro 4 ti !b p i I { S 8 ;ON NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Lino (Rec-O-Phone):, 639-4175 Business Phone: 639-4171 Inspection:_ V '1, / A1 ( 1 V ) —3 Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line GYP• ad. -Koch. w Date Requested: ;72 2 2 ill Time: AM PM t , I ` Address: \(1�(P 7 IiC 11-- r1 V1ke::— Permit •/=; 1; L'Z' -1 ! h!) Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: /es- ,- / 2. r Inspector: Date: 3' - Z 2 2":// _APPROVED ^_—_ DISAPP D APPROVED SUBJECT TO ABOVE Call For Rem.nsp. Iiir:mmviiiimmilimminmi 6t� n`? , ' 10,:r ....i k , . • • ' , . , . . , ,,.. ,.., . • . , . , . . — , • m. . ,..-ro..,e,...ow • . . ' .. . ,. INSPECTION NOTICE City of Tigard Building Department . . . 13125 SW Hall Blvd. Tigard, Oregon 97223 inelelletion Line (Rec-0-Phone): 639-4175 Bueineos Phone: 639-4171 , t Inepec _ 4sZavilim./411111V A cv_____ . . Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gap Line FINAL: k Poet/Beam Struct. San. Sewer Framing -Bldg. I Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. .0 0 Date Requestedi_ 10 1'f Times AM PM . , Address* 11CipC;7- Nt-PC4'141\ZOCIL- Permit is EX13-Ce)5 ) . ' Builder: l k ( 'e..0 Akt- 1-1-4"- i .-"' i 61-Lf'/g 9 % 41:11 THE FOLLOWING CORRECTIONS ARE REQUIRED: 1 i9.5 OKbre,t) Ili T n t IiAtzx __,, i1..,,(A---1.4d.-- iert---- ..ziA-ie-1-4-i-•-r-'-' . . , Inepector:____ 1(1 V-- ' __ APPROVED DISAPPROVED i ' PPROVED SUBJECT TO ABOVE Call For Reinep. - __----_ _ , , ,'• . 1,1'.',;•' . . . . .110111J t Iltrelr'4,.., , iffioA-,04, wt liv ostftf•fo.,,r(,1170.-1,e, *, --0PopY of,- ' q' . --- -'' "1,04'toritie-leoWit Tyttor% "*.w.',""" "' l'" ''', ' ' ' 04$114, 1. • . '''.,''' d 'k';' , ' ''';' ?y414,4°, ••°' ''''f'.11 • '' , ,''' I, ^°•,° 00. ,4 ,,i, s f,, ,,,:,.,.,,,t, •••4•. , .1, ,,„,,, .4 4 4, •.4, .. ,4 , ,,,,,., „ '' . '., . 'f,', "!:',,''.' -,,,,41' '';',,g.f q°',,'f,(140 ' MI c.•ji,,,,,,"4°$,,,,,.,lk,.'',,„4,4,,°te,';',..4;1:`4 • i• k„ „, •'• ,k .,',I, , , , 4,..,tt i c'''°,''.,.1.;74\, 1.4,AtII ..r',', - ;4441,,, 'It'V.$,;'),,,,;‘, ...L. , ; ',' - , ' ;',J„•'1,, ,. • • „. ',?t$5,P,ZI`fi'/,',1*ItIc*,;.,,,-6,,`,,,,-."1-1,,, ' ,., — ,,,, ,.',1y.,,t., ?,,t,,,,,,14.,,'5 4',. ' q.0!,,, *42V.1,.*, '' ". '''' ' --.1....1 ' ,, ' ..' ,, • ' '''.°' .' ''' °I . ' .' ' ' 4. ° '', ,''‘ 1 s•,',',•,;.t.:,`,,te,l',,e':r`'''r 410 'I- ' v 4 ' ''1,,i "' 'V'.4(1'if' ''''''''''‘P,12`. ,1•I° i. .,'''''' . ' , ... ° • , .° °°' ' ',41,A;uti,- 14,4,•)„,4,4444,, ,,,,,,,,,44-= ,d,,,;40 4t,',,,,,:.%,.....,......,,,A4,,,,, ,,,,....... , 4-,,,;,,,,,,..t.N,.,, '4 . 4.,.;fro.:-'4,,,4,., ,,.1 .,. ',, • ,' lOPECT I ON NOTICE - ' , • 'z ,,I.:'.7,t :.; ...• City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Ins ion Line (Roc-0-Phonft)t 639-4175 Business Phones 639-4171 '' s,,f,:-.,,2 ,“, ‘ ' , • , ' •,!,,,,„ L InspI ections NI ValiCq\l' Li - • , -;Y'";*t'.'4'''``'7P '''“7j"'''''',''' i footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk '' ' Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. WS Plbg. Underfloor Water Line Gyp. Bd. -Mech. • Date Requested: ( - .??1 -1 L( Time i > .-- AM PM Address: 1 1,_., ((I(-) k...rt 4ikole4. Permit i kr,LI , i'N,.....6 : 1 11111r Builder: 1/4 THE FOLLOWING CORRECTIONS ARE REQUIRED: ( ( - r--t,'\ C ('' -) f, ct. k--/ ,..' --, , \i- ,.__71/4. — if ,.... f 0 _ 0,---c- 7) 2, ( ) te -52.... L.,...../ L 0, ..gly-LA„... f-t-- --; . .../..........„--;.--, c/ _ • . 1 • inspector, 4. 0 Iti , Dated 1.1 -- l'-(1/1' V...16/POONED DISAPPROVED APPROVED SUBJECT TO ASOVI ..-- \i—1 CIL ... Call For Reinsp. ------.............................-wwwwwww.www... .......- • , ',d,i,,,,N0,,,•,. [....04.6 .....J , . elliel lie, INSPECTION NOfICH /2 ( k , City of Tigard Building Departerent 13125 SW Ball Blvd. Tigard, Oregon 97"_13 Inspection Lin (Roc-O-Phone): 639-4175 Business Phones 639-4171 Inspection:— Footing Plbg. Undarslab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Lin_) FINAL: Post/Beam Struct. San. Sower Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. _ s--, w • Date Raqussted: _- ;7- i g Time: AM PM 5 �-y v7-t. / / ‘,41 t / �� CH,� f 7i <' C„ /Addrases [ r � Permit Is � Z -� C - C, 1 Builder/ 6");Lr? 7_,-� -s--- THE FOLLOWING CORRECTIONS ARE REQU':RED: /V Ali ---- / -t-f-'" U ---- 7------ t 7 j Inspector/777, Date: 2- 7 APPROVED DISAPPROVISD APPROVED SUBJECT TO ABOVE h • —_ Call For Relnsp. !qj h •I. F,n t 4 , L • 1---- . 4"--1 Co IffSPBCTION NOTICE7---- t��.,- City of Tigard Building Department 13125 SI! Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-0-Phone): 639-4175 Business Phone: 639-4171 Inspection: ' \1;.....0._L ) - (_ 'r l) Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. W ' Plbg. Underfloor Water Lire Oyp. Bd. -Mech. w 1/7 Date Requested: I Time: AM PM Address: 1\(3L*) r iC ��tL ++� 0 �� Permit1` �: l�-OP_!�� Builder: _ .J 111./- MC(' THE FOLLOWING CORRECTIONS ARE REQUIRED: 1 'ar 401, • ?j ,2G 4 L-- / .(j 77l (//,--)eit.,/,11/ flP. Inspector: 7Dates/7-- s APPROVED DISAPI-iOVED APPROVED SUBJECT TO ABOVE .A.k Call For Reinsp. w' , o 1 . o. d, ii 0iL1rk 1 • INSPECTION NOTICE . City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-•4175 Business Phone: 639-4171 Inspection: _ _ Footing Plbg. Underelab Mech. Rough-In Appr/Sdwlk Found. Plbg. Top Out Oas Line FINAL: Post/Beam struct. Ban. sower lrD —g %� /J .t -BlJ ....46,/ Post/Beam Mech. Rain Drain IflS lation -Plumb. .11,( Plbg. Underfloor Water Line iyP. !d. 1)L "�. =Ai ` dh ' [7 Date Requested: ` J.- (e"\'"\-)(7 -yl`f Time: AM '._ PM Addre•s: 10(./ ) l V �(�(' Permit M:"4` 2"1 mo Builders %.0U. ( 11 yl,, � 3'1 ', f77 (�(-'r 9 3-/r'i5 7 .. THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:/1I( Date: / SJ_ / y APPROVED DISAPPPOVED APPROVED SUBJECT TO ABOVE Call For Reinao. • • v7 . .J . • , . , . I e T r f • • I. ImsPECTION_NOTICE Cit? of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 , Inspection: '11 ! lel rot/ 5. Footing Plbg. Underslab Mach. Rough-in Appr/ 'dwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lin Gyp. Bd. -Mech. Date Requested:, 1 11 .1 V _,Tis:e: AM >4. PM • f r Address:_ I i'L , KIN, i k Ix le 0 s - Permit 11,1/1(.(‘ , 1(" ei 3 -i • Builder: /. '7-1 - f 2 •' « THE FOLLOWING CORRECTIONS ARE REQUIRED: / / - -e-- i [1.??-1......4.6--- ir , , . _ . -------12-42-4-1—.47' ,.0 L....ef i......._.e._4...____ , 7.,.,,,,, A.5"-- /57,12; /CY Inspector.: .41Date:�'/ L 9y_ ‘"../APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE .!all For Reinap. re: I_____. .,•.._. • fr • F e; �,� , ',. , &iv'-', ITP T"•�. h{i �P"F,c+ y - •� ,. . • . . „ + `: • 1 INSPECTION NOTICE ;a'' City of Tigard Building Department 'n.' + �� 1 13125 8A Ball Blvd. Tigard, Oregon 97223 '' , Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 ., Inspection: " looting Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: ` 1 Poet/Beam Struct. San. Sewer Framing -Bldg. +'j''f;' Post/Beam Mech. Rain Drain ' Insulation -Plumb. I Plbg. Underfloor Mater Line (Oyp_ td? -Mech. Ic gv • .11',10-,p, Date Requested: Timm: AM PM • M I _ OI y �, 1 /, / , : [OP`i 7 K v{• Address: I Permit it 3 SUS fait Builder: t 1pl ell (Lk R '6 Lf 7 p6i OW THE FOLLOWING OORRPCTIONS ARE REQUIRED: q { J/ 1 l' At IA A ALA4 _1• 4 . AP 4 mr. A .,_.-. oce,s A .., _ ... .... ,. . ... . _ mr,.... • Iv • /�-1.-i.. -�� ' II. e--111-i 11. ./1-4'a %___ 4.-^-°' In I I I I Inspectors / Date: /�/ /9( T- APPROVED _` DISAPPROVED __ APPROVED SUBJECT TO ABOVE Call For Reinep. 1 miNIIMMESOMMIPONIMMINIONIPPRimr weworwrl• , EI, y ii+ a yr'‘`,'.;Y d {t C+ 4 �. r! K � , ,, ,,,,, 1 i ,,I ..4c.1,,,,,,,11.i. I yo' 'tc A ` . . � ' `' ^ . ` e�� ' ' � ''� = ` ` ' - ``�^ '^".�! �'��` ~` � "� � °r�` ~/- `''-' ''�`� '~!/~��+' � ��'' '�� ` �~ . ' �+ ` ' �.a �, ` ' . . ' NI �� ` | -^ � / ' CITYOFTIGARD��-��C�-��u� -=��' pER�IT � •• � / MUTY ��E��EL{0PU�E�Wl[��EPPERMIT # ^ MEC93-0059 ` ' • .. • 1 m/oamwHall Blvd.Tigard,Oregon wrouo°o1W;itn*11101-61n DATE ISSUED: 01/05/94 � ` , PARCEL: 1S134D8-0@300 ! SITE ADDRESS. . . : 11065 SW NORTH DAKOTA ST ` �^ � SUBDIVISION ^ ^ `' ZONING: R-4. 5 ' `� � • BLOCK ^ LOT ' . ',... ` . CLASS OF WORK. . :NEW FLOOR FURN ^ EVAP COOLERS --- '.. TYPE OF USE ~ REL UNIT HEATERS. . : 1 VENT FAN7 ' OCCUPANCY GRP. . :A2. 1 VENTS W/O APPL: VENT SYSTEMS � STORIES : 1 BOILERS/COMPRESSORS HOODS ' -- / },` FUEL TYPES------------ 0-3 HP ^4 DOMES. JNClN` : /GAS/ / / 3-15 HP ^6 COMML. INCIN ' _ . MAX INPUT: BTU 15-30 HP : REPAIR UNlTg16 ^ ^ ^ ~ UNITS: 16 FIRE DAMPERS?. . : 30-50 HP ^ WO( DSrO-'-. - : -- m° .) � GAS PRESSURE. . . : 50+ HP , CLO DRYERS. . : -+ NO. OF UNITS---------- AIR HANDLING UNITS OTHER -'I�-'~ ^UNITS. : 12 �` • FURN ( 100K BTU:7 <= 10000 cfm : GAS OU -E' - : 16 ` FURN > =100K BTU:9 > 10000 cfm: � ~ � ' . • \ ' Remarks: Construct new meeting house building. repair units is For ducts and oth ,. er ^ '^ ' units is for condensing units ' ' ' � Owner: ------------------_____ �_ _ ----- ----- --- FEES --- --- ,' •, LEE-RUFF-STARK ARCHITECTS type amount by date recpt � . . PRMT $ 340. 50 JF 12/23/93 - \ �� . ,� 5285 SW MEADOWS S�REET, #340 PLCK $ 85. 13 Jr 12/23/93 - � '�� . . ^ ! LAKE OSWEGO OR 97305 5PCT $ 17. 03 JF 12/23/93 - Ph . ['.' one #: 684-4747 � ^ Contractor: --------_______-_ H. V. A. C. INC. 815 SE SHERMAN • '' PORTLAND OR 97214 ________ _-__--------- ------- ' Phone #: 239-41322 $ 442 66 TOTAL •!• Reg #. . : 50897 . .� '�. ------- REQUIRED INSPECT IONS / '. . This permit is issued subject to the mc:latino^ contained in the Gas Line Insp . ' • Tigard Municipal Code, State of Ore. Specialty Codes and all other Me,|.aniral Insp ----- -- ' applicable laws, Ali work will be done in accordance with Heatzng Unt Insp --------' ---- :, approved plans. This permit will expire if work is not started Cooling Unt Insp ------------ -- .-�' within /8N days o� issuance, or if work is suspended for more Duct Inspect ion - ------- - than l0W days. Fire Damper Insp -- Misc. Inspection --- 4;4.� ' � Final Inspection • --- --- ' �' ' J`/ Permittee Signature :~~ c/«�/ L�_ GVweJVY\__/ ---'---------�------ -- .� ------ --- — |141-- .` lysued By: ---�_ ____Call for inspection - 639-4175 l I � ^ ' .__- `, ___-_� / • ^ ^ .. � � . � . ' .....J , ,..��^ �, ^��,. ,w^ r . ., -'' ^� - ^'^' .- ^ '^ ,, �'4�' . �; - ~� — — ' � ~ - - - . , . . • ' MECHANICAL PERMIT Fioceipt # I CITY OF TIGARD o 131.25 SW HALL BLVD. Permit# rne�93-'D-4)59 P. O. BOX 23397 TIGARD, OR 97223 12 - Li V Description Table 3A Mechanical Code CITY PRICE AMT Il - (503)639-4175 1) Permit Fee -0- -0- 10.00 Nameof D velopment 2) Supplemental Permit 0- 3.00 - / *:-T-(":-5,444?/) /(/�_/./"./.f('—' �__� �'� ��' " Furnace to 100,000 BTU 6.00 Job Address 1) incl.ducts&vents 7 �, Address % S•Lam' /J -7r 1�/�_'„f 7r - -- Tax Lot Map No. 2) Furnace 100,000 BTU + 9 7.50 t;7,50 incl.ducts&vents Lot /' ( Block Subdivision - -' -_ —. Name(or ame of business) 3) Floor Furnace 6.00 incl.vent _, Mailing11 I Address Phone Suspended heater,wall heater g f10 la Owner - 4) or floor mounted heater - / c'. -_ City,state zip i 5) Vent not incl.in 3.00 appliance permit • • i - Repair of heating,retr ig., 41111, Name(or name of business // 6.00 / • I ) 6) cooling,absorption unit ((�uL,;) i ��,c Mailing Address Phone 7) Boiler or comp to 3 HP Gy- 6.00 Occupant _absorp.unit to 100,000 BTU dye� r � City/State Zip ) Boiler or comp to3HP-15 HP .1' I11.00 C4 8 lam. , D absorp.unit to 500,000 BTU Name t 9) Boiler or comp 15-30 HP 15.00 absorp.unit'/2-1 million Mailing Address (k,--e9 ronBoiler or comp to 30-50 HP • 22.50 . g M1 �V l 10) absorp.unit 1 -1.75 million Contractor / f � ' 5 7/ �4Y/ti 2- -)' 4 Boiler or comp to 50 HP City/State Zip 11) 31.50 r'14:- /`�, absorp.unit 1,750,000 BTU _u State Registration_No. City Bus.Tax No. 12) Air handling unit to 4.50 .s.-e?f.'3`17 1,.f 10,000 CFM _ _ 13) Air handling unit 7.50 I hereby acknowledge that I have read this application that the information given is 10,000 CFM + correct,that I am the owner or authorized agent of the owner,that plans submitted are in -- compliance with State laws,that I am registered with the State Builders'Board,that theNon portable 4 50 t number given is correct.(If exempt from State registration please give reason below). 14) evaporate cooler _ , • V ) to nt a single a duct ted '""7 3.00 )/, .- --_..- 15 to a single duct / - ` ~ ---- 16) Ventilation system not 4.50 included in appliance permit -----___-�- -- -_ _ - Hood served by 17) 4.50 mechanical exhaust Signature(owner or agent) —�— _—_ DateDomestic type 18) 7.50 Describe work ❑ addition ❑ ;Iteration ❑ repair ❑ __ incinerator - - to be done residential ❑ ron_residential ( - 19) Commercial or industrial.- 30.00 type incinerator - , Existing use of '-- - - t,. ;” building or properly�_- --_ _-^_-.--.-.-_ 20) Other i.e.,woodstove,water 4.50 , I heater.solar,clothes dryers,etc. ' Proposed use of -- building or property _ - - - 21) Gas piping one to four outlets J(-, 2.00 g-cam, Type of fuel- oil LI natural gas 0 LPG ❑ electric 22) More than 4-per outlet NOTICE SUB-TOTAL. 3 i./p," Il. .50 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- -� 5%SURCHARGE 1 1."" i~ STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ . DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED ORPLAN REVIEW 25%OF SUB-TOTAL , ;•\1 •54fi, .. ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER --�- / /f // WORK IS COMMENCED. TOTAL •,1 - Special Conditions_ _ _ Dale issued__ __._--_by _ _- _--_ 1 " , • .'" * .. ' ' . r., i I Z.. d 07^ It , it rl lit, I . lop 410 1 1 . r illik, Iti C I TY DI• 1 )140.44.<i) HI IA I I,1 Of PAYMk-N I REG'. IP I NO. I , 11-11,11..k....,0sc:: OF :1111yVmflEC:11 II NI.111tP1.1P.14 TED IIII)RE HS 11 ' A, Cf-ISH AM(41.INT : 442. 66 0. 00 P( YMF N1 DA I E : firt/I/15/94 , SI II-.11)T V l ri).CIN s ( MUUN1 1.41 I I) Pk JRPI lf-3k-. 01- PHYMEN I CHECAFI:UMICJII‘ljNI 1P:4ID , 1 ...______........ .._____ ........___________•..._...._ ................. .............—__. ... -IF 1 1-1ANI(..;f11.. PE 340. 50 PLAN CHE(;K FE lib. ,,- 31 )11111_I.) I'11 I-t 1 ;v. 0.,-; 4 ' * I , . 1 1 t It .- 4' i .J) * 1,)-1(11-2C11 1V 1 0 fl 4 1W 141-114 1 ri 1)A1-(1)I f) F,I lit . , (1 I 01 fIMI)LINT I-41'1D -- - - --> 441 . 66 1 t Sli .. . .. • , 1,1 .4 1111 t' ill if 1,1t,,t.1, ,i,;,,t4.. +4,,:,4,:ik, ,' •I' ' .` l':,i,-;• ' ' , , , 1 ' . • , 1•., t,„ • ' ,,t k 5#' ', ., , Iii 7 . ,, . .\ • . . , . 1,C „ . . Mal oil, INSPECTION NOTICE City of Tigard Building Departeept 1.3125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4177. Inspection:_ Plbg. Underelab Footing Mech. Rough-in _#ppr/Sd�•lk 111 Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. w h' `I PM I� am Date Requested: I ) Time: 1 In Address: (I( P v(1\ ' k(?Q( Permit I: • Builder: 1 �� 4tp t,;49 THE FOLLOWING CORRECTIONS ARE REQUIRED: lD Px'cr e til/ - i • • Inspector: Date: X//11 L APPROVED DISAPPROVED -- 1PPROVED SUBJECT TO ABOVE qi _Call For Relnap. I 7 01+0 k� r r r x I. " � • n5r,�8y'�� $11µr r j ,'`t � " .,,,,,4A4-11; .kt �+1I h 4 a i,'X.•'�(i � t • jfit .r �r ^ ° yP�M rJ I f "!tr 3f • 4 { w 1- JNS?ECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 • Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: hi P k-X 'r _ Footing Plbg. Underslab Mech. Rough-in ', Appr/Sdwlk o Found. Plbg. Top Out aaS Lime FINAL: Post/Beam Struct. San. Sewer gaming 10i4 4(40 -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Rd. -Mech. Date Requested: IGyy - 7 61 ~!1J Time: _-Z.--A/4 —AM P • 411,Address: lt/L/ ' Kin (-\ /5tel Permit is FN l3 605 i • Builder: ki. (I .. Its ` .. lJ,kCO(1/1.(1 Ir. 4)46- f 1 THE FOLLOWING CORRECTIONS ARE REQUIRED: .L---e4.4-(:16.1..eff3.* •• _.,___(2.e..±124c2-. /"-a_er.."-"fei.€,--1---'' ,1 - .A " i- - L -t-1 -.. , GL4 11- -___Z2C — CAA-4_ , ____1 14 -G-& "-A oto �+- } — - -,,x/ -- , r -It-e.g.-tr.-Let .,.-."- Inspector: yr je ---- — Date: /2 L 9 - • . APPROVED DISAPPROVED APPROVED BUB.IRCT To ABOVE Call For Reinsp. I , f4t " tl''' 4:iMZt A li.t�r��4,' ,r..4Vnaw, 1 a',,`t 140,1.14/404' I r -y; • r114/1/1""*"04101#10400,140,4x44,..........,,,,a,-,„, I -S - - 1.9 ,93 10 17 Nj 1,04 P �-la LEE � .!FF ,TARK ARCH TEL No . 1 _03 684 4749 Lec 1 m —u- 0 t r 7 :.• w.. �.. .._ .._______----- wrier YY.- Ml•l^N M tYOtt �. - - —'—,-4. r �"f`�l !, A J . \ 1 • . 7 44.11./.MdaVI P 0.1U OIL N 445.0 w ... —YY I t It' i 0 •' �"rd� SGtiVM fIId3DZJ.Sr�watJdDu ? ^_sl C..4!-' t __ --------- f I r_ I I t it C•1 ti. I ' i1 I Es 14 „1 i) s ti t ' 1t t il ( .'1' it %::,.,....,... II I re..,. `..,. r t 11 1 ti.1 (t ..... 1111. .:;r _ II �E 1- . • tvv tik QN O J !!it � , Wilt I --V4,1F4°J) k : ;r.,. f I �' ~"j':; 1 `•4 'i ��., 1 �, ~+t4. .,.,.,. '� - . ___, N Z v ,, 0 s .•i �..r�lt ... ? �._.��—tel :1111 , ..:; (y 7 11 11. I1i �; .....�.. •�� .-- 9`1.1T6cuie 0I • . ...ext,-. •n / ''. II 1i II 1 I 1 t. —T— m 1 o I c g t - ' —..-- _I Y _ • • j 6 . ./(� q'�Yq�, ,7�y1 •1 "din w 'a t.ail }J1' 1 l' .,,„..? ,,..i`:ql r i , eS. 1' �!.' 1111 ..� In . . F . 'I . . . . . ;NSPECTJON NOTICE • City of Tigard Building Department 13125 BR Ball Blvd. Tigard, Oregon 97223 • Inepeution Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 l• r Inspection: C' l _`( ' ' (' 1, 1 4 1 _\ILk • 1 '•� Ll ((Y) • Footing Plbg. Underelab Mech. Rough-in ,Appr/Sdwlk Found. Plbg. Top Out Gas Line FIN?' : • Post/Beam Struct. San. Sewer Framing -B.' g. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. . Ra Date Requested: V 2 12 ) A ) 1 3 Times M l< PM Addreae: ( 1()(01-, ,%,.....\,11/ 4 y-, 'I V& Permit 1:2)(-1() 1?., Lr)(.) Mb Builders. 1 (t \(-) .(1.1 I (.l v.t 01,,/,a. Y� L;(i Y- ti-leo-1 y�1 w TUM FOLLOWING CORRECTIONS ARE REQUIRED: Z/..,...../2.,... ..ee ................ , 2,..) 4/. . L: . . :. /C C3/f ) . Inspectors �/1-C __-_ --- — Date: /2--L-3 -_; ._:K APPROVED DISAPPROVED G' APPROVED SUBJECT TO ABOVE Call For Reinep. ti i n:: L__. ...._._. 1 •.. J ;NSPECTION NOTICE City of Tigard Building Department 13125 NW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone): 639-4175 Business Phone: 639-4171 i r Inspections — Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FIN1L: Post/Beam Struct. San. Sewer Framing -Bldg. • Post/Beam Mech. Rain Drain clnaulation -Plumb. • } Plbg. Underfloor Water Line l--lam Bd. -Mech. 0 • Date Requesteds j7_ 7 I -1-3 1/3I Times AM PM • s Addres 1 INC e,.) 1kt II-Dt1 CAA( Permit as PUF'' 3-C'C / Builder: ' '�ev� (L ( \ ir)e) - L,-,t, a THE FOLLOWING CORRECTIONS ARE REQUIRED: -,a4-.0t, C.i..C_.-C L✓�2.• ?• G-.s--L..-.61. .1.4.1 __SC_` - — r -- _.,,.T. T� ... 1.e".1.,-( - / i ..... — — _tet -- ,,/ - - / Z-2 /—? Inspectors Dater APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _—__Call For Reinap. .';' n 0 INSPECTION NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. 1plbg. Top Out Gas Line FINAL: Post/Beam Struct. (`Ban. Sewer Framing -Bldg. IMO Post/Beam Mech. Rain Drain Insulation -Plumb. s P1bg. Underfloor Nater Line Gyp. Bd. _Noah. Data Requeste/ds AlII? ( /5 Time: ((JjW PM Address: \l'l1'� l C'Y�lr1/k n 1(l` Permit i: 11'113 a'' ( . Builder: 1 ( L 1:-1 - 1 i de THE romoiIING CORRECTIONS ARE REQUIRED: ,f ', -7 • .� . .� or ,i Inspector).1 ' " Date: / 2 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. 1-4,0,714v0,r0-4,..fro,•0(0400,C 70SPECTION NOTICE / City of rigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Plbg. Underslab * ch. Rough-in Appr/Sdwlk _ - Found. „..Plbg. Top Out Gam Line FINAL: Post/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. 4,36 Plbg. Underfloor Water Line Gyp. Bd. -Mech. • Date Requested: /Z -- Time: - ApliC;!"- PM _) Address, /1/..)h 2 7, Lnerti---et." Permi/)1 t IP L./4) 7 Builder:. "/" 72.1.,1-e'-'1.--,- THE FOLLOWING CORRECTIONS ARE REQUIREDI „ . I AI -4. 1 4 '-gwiretf .Ar 4?” .0' L. 7 -ow .41141140. 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''.. 11,'` ' .,7,'' ' . , ,-,'11,,e':4:.,,',,,,t,z,„,j,,, .',, ),,' ('',.?''1.?4`..*,'4,,, ''..,',.' ,,.,,',',.,,'.T,. cy,74',,,4,'t,`,,,.v„` ,'",x,)4.1.i 44,1'•‘,-"..,/3 q7... ,L;fs.,,,It V 1,-,,,IL17;,,,,-..,,,:in,41-4.',,,,,:,,t.,'„*;', "',/'t".:'4,,,,,11,,,,., ,r,'.:1 1" , .•', ''1.'1' '''''•,, . , ,, ‘: 'L'''','\l'A'Yt,':, '.:,i:‘,,.1',.., '''.'p Ilior4r$ttt.,-4,"P? ,p..,,k,,t;.,:^,,",, ' , W , „;,,,,c,,*, ,,,t,„-,, ., , ,,, ,,, ' . T,..... , 1 jNSPECTIQN $OTICP • City of Tigr rn: Building Department1:11 13125 SW Ball Blvd_ Tigard. Oregon 97223 • inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _____— , __ Footing Plbg. Undsrslab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. • 1 Post/Beam Mech. Rain Drain \- Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. O 99 • Date Requested; /2 I') �I 3 Time: AM PM Y 1. ( i-,' /i' Address; !Irv) f�C.T( IU`.� 0n`rx Permit 1ue -f 3-(W) / COBuilder: i f(�l kJ.1(-�Q1.1^ -- C ef�- Y.I 1 el FOLLOWING,CORRECTIONS ARE REQUIR.4D: l J0/ I. eeG __.6�frSdC .f',l.--,;) cl-it .LrC .1� "�/ 70� , _, • - 4 .Lam . ^-"ei -- -. '-6,,-,e4a;:elr1 f �1 1. � (0/74'1 _ I c.. e' U u�cx�-4 �-,,� .,41��el,"4-- ,fir ' Lij_eirrieti_,.."--LdeA...e.,4.1.e.._ 1- te.1116-="7—.12-4 —C-J-0---44-4- 12-417 . � (2)/T - l (' ---- Inspector:_ _ Date: / 1- -/• -cj 3 APPROVED DISAPPROVED !/ APPROVED SUBJECT TO ABOVE Call For Rollmop. I,_•1 L., .1 .;^,,, 1�ffd��"� < � 1 INSPECTION NOTICE City of Tigai d Building Department 13125 SW Bali Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Insi oction: — — looting Plbg. Underslab Mech. Rough-in Appr/Sdwl.k Found. Plbg. Top Out Gas Line FINAL: Poet/Ream Stru^t. San. Sewer Framir:g -Bldg. A Post/Beam Mech. Rain Drain Insulation -Plumb. •� Plbg. Underfloor Water Line Gyp. W. Ri. ch. Date Requested: ! I l l/ 1 ) Time: 1C P.M PK 41110 Addresses_I 0V; A4(V:rW21_ Permit II:evr ef`�, -(Y 7 Builder: 11,.^ (1 I ( 1 O'1 �t THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: ia« ---- _-_ Date: / eVAPPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. • INSPECT/ON NOTICE City of Tigard Building Department • 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Linn ` (Rec-O-Phone1)t 639-4175 Business Phones 539-4171 Inspection: L,Uck..( x 1 •� 'V vJRi 1(vv — Footing Plbg. Underslab Mech. Rc•:gh-in Appr/Sdwlk Found. Pibg. Top Out Gas Line FINAL: a Post/Beam Struct. San. Sewer Framing -Bldg. i Post/Beam Mach, Rain Drain Insulation -dumb. , IOP Pl.hg. Underfloor Water Line Gyp. Bd. -Mech. 1 Data Requested: I 2 ` 1. ''13 Time: - AM _ PM Address: ,C)ls�::, XA,V .F•U`G L-.1).� Permit 1:1'3Ue ,3 Cv Builder.: \V k ortt`�1FQ_0C11/Vi''\. 4.4146 4-7K1 1 ONS ARE REQUIRED:THE FOLLOWING CORRECTIONS • I • ,F Inspector: - � Date: /2 p cj `—APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Y 1 Call For Reinsp. • r 3; ,',,.., 4s***J 4, FR : ' , • _ + ... 1 I 1 'S S { igt ' ''':':::: 1 "r 4. 1 inI o A t u r M 0 1 M 2 10 -?! r- , - t ! ',: , V) I,.''1, c� d. , I 2 \,,, . cgH f -� a i 1 ‘_,.. .1.--.- r: i i 1 .,Is, --.. ' cC A O •i U `i t- 14 cc AL i Y. \I S Uvi ( IA ° Lpp 2 'FT, f H u., c5 r £O/IO' d VIO• oN OI : SI £6' 6 JU 6VM7-V89-£OS-j ' °N 131 HOdd Ad 1S 33ld 331 r to. 171 0 - i pi .Y \\_______%_.1.- :.... DILX i el ,‘. &in 4110 Ii _ �— mWJ _ , i a¢0 V VIoN ... . ,, 1. ,, .I a.. 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' 4 0 ' . . 0 ' • 1 . 1 If• . 0 , . t:',' • ,— • 6. . i P :,it T. .._., ... Ji — sr . ,..! D • , 1 ii' '1 A 12 g -g '., M i 'El 1 II i;', .. •t:4 F',.fi ,. . . f cq • . t ri Et 1 i •-•v / 1 it E > , • : 1 0- i , eo ..0 1 ,, 0 t V i I i I' It it'all .— i.1 5',. li i II ` ?!. 1 c., ,..1 i 4 t4 : j ee ,eri 1 , ) ; y li, ;...h., ; § §§ - I 1 it ig I • I . 1 , a 4 A .A Si •Fi q 6 III A a.6 c. . . a- ......, . 4 __ ---——.. V , , 4 2 8, . 1 8 . .!.,. ii 1 I d i '''' V . ; 1.. t 1 , II 1 2 1 1 • Iill' i 11 1 & .7, ..0 f I • 1 a 1 1 . I )/ V,g 1 1 I i SA ifif ! tt 4 t, ft .5. ti ,t't I 1.1 - ,! 1 2 t' 1 ' I ' I i . .. .,... , 0 8 . . .• . • • . . . . 1 i ..,. ,.. , ........_ , ....... ., . . . . . • ' ,.';...•,;‘,.,,,..L.,‘„s....r:',,..'.,•'": ',-.,' • . , •I,ile k 1.',,fit, imp, '::.k . ee. 4., . vvvcci • INSPECTTO(t NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspectirn Line (Roc-0-Phone), 639-4175 Business Phone: 639-4171 Inspection: Rw l\ iC(_.1_Cu--(/\Ll -- Footing Plbq. Undorslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Oa■ Line e�d'? FINAL: Post/Beam Struct. San. Sewer Franking l'� -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp• Bd. -Mech. 17 t • Date Requestsdt / Gr 3 Times AM PM //�� )`' UP 6/5 (1'1)7 7 Address s lJu',, �(N1 � ` .-IF 1) Le /l((�Permit t ) M Builders k( \f1 a 4w v� c541' -4/7$1 THE VOLLOWINO CORRECTIONS ARE REQUIRED, F t . r^ �_ 7 Inspectors (.,"; !',7t'9 - Date: /Z I " 7 J APPROVED DInAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. r , I. .y� � f4ftrl, .A �4 ti i , Y hyd 'I 7 ..' i�ri rf f.d .. ru6�fi. e Ij �'.4, i�� v )� t+ ,. • IMP .„ INSPECTION NOTICE Cit? of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rao-0-Phone): 639-4175 Business Phone: 639-4171 } Inspection: L T)c (1-k(1-(4 4 r le-- Footing `Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: . . Post/Beam Struct. e(an. parer ' Framing -Bldg. "I410 Post/Beam Mech. Rain Drain Insulation -Plumb. • Plbg. Gnderfloot Nater Line Gyp. Bd. -Mech. Date Requestedt II 11-15 Time: AM /_ PM _ Address: i :y LO� I v .,c)(\4. Permit #s 133' '17"06 45 Builder: l( e t ,l�(1, (7% THE FOLLOWING CORRECTIONS ARE REQUIRED: .- -- /lam " -- 1/1 Inspector:__[ ! Date: 22, APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. I L_._,_ ,_ I--. — INSPECTION NOTICE (/ City of Tigard Building Department A 13'25 8W Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk" Illi Found. Plbg. Top Out Gas Line FINALS Post/Beam S..ruct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drais. Insulation -Plu*b. Plbg. Underfloor Nater Line Gyp. Bd. -MOB. NO 2 A � I Date Requeatteds 1 I 1 , Time: I' SHSHPN w Address, l kD o5 J1 UW,671(Q Permit. /1Vjg7 fi'�, .cor-;( j r,i'I(1,_('•-1(/r.7 lowBuilders\k`k, �a lNf �,1 Al' i THE FOLLOWING CORRECTIONS ARE REQUIRED: 'I)/ Iti:5raL-c. (,[;/ let_ I1E,s/1 1 ;tee Pco g1N & 1) 1144 AI. _5 c o re- = ...1 ,..., . , I 5( t ie(r,112(o Tb /1 r&I FIN/-s fr - 1 _ / Impactors 1 I nfrubtia --- Dates f/ 2"' APPROV1D DISAPPROVED APPROVE)) SUBJECT TO ABOVE „Call For RTeinsp. 1 r. :4',1; 1G ' J INSPECTION NOTIC% City of Tigard Building Department 13125 SW !Call Bled. Tigard, Oregon 97223 • inspection Line (Rec-O-Plhone): 639-4175 Business Phone: 639-4171 Inspection: '/.7`Z��( � �•�ttoff — — 'ooting Plbg. Underslab Nsch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: "ost/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. BIN w h I Date Requested: ` IIt) 2�'� • C 1 TLas t qAM _ PM Address: I(r(r5 V ,‘..0,-W-4 .40-- I.. > Perstit /t.7(1 1 (Y.(1.1 OW k.\k.\Builder: 1 ( (..)•-\(;03..I1€O 610 ie\ THE FOLLOWING CORRECTIONS ARE REQUIRED: N yid ��, �� , - Inspect✓or, // _ Date: __ /�. APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ✓✓✓ _v call For. Reinap. J', 'SY.;', )1"'i 0.0•J 14417 • INSPECTION NOTICE City of Tigard Puilding Department 13125 8R Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-0-Phone): 639-4175 Business Phone: 639-4171 Inspection: , X.�c�l ` looting Plbg. Undoralab Mech. Rough-in Appr/Sdwik Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. 0 Plbg. Underfloor Water Lino Gyp. Bd. -Mech. Date Poquesteds I -Ll7975 ?!me: AI4 / PN 4:11 Address* W.k0(,) 1 \• 1, OF'U ` L _— Permit( 1:130C93-el -7,-./ Builder:_l1(f 1. « � U- 'T t O1 THE FOLLOWING CORRECTIONS ARE REQUIRED: - I Inspector: - nate! /C i? _ �> APPROVED DISAPPROVED APPROVED SUBJiCCT TO ABOVE Call For Reinep, rk ' -1;4 • .;il � alyt� i � ( J 4100*.1 ; 17'I Yr• , r� a 0.0..4.t'iv.aa.. s4..»+N, ?Nrii•�.Y,MA+zfM(s'ctrliNYfrv�M N'/+nK'�W..L...rHx.�,•.yax.y N.r� «+t..:.,,,._.,r.,w 1 r: INSPECTION NOTICE City of Tigard Building Department 13175 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 Inspection: (7 . 4_`(( )\ 1: ((�t V\ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. (._Rain Drain Insulation -Plumb. Plbg. Underfloor Nater ?Anil Gyp. Bd. -Mech. • Date Requ.st.ds AAI ,L (c `�l > Ti.., t�, PK Addreesr ( I t'(/1-) NJ• , (.-.21t-`fib Permit rt -�)d'1?� F' Builder: — I�•/\ 17"1? '.(4 / (f gab TRE FOLLOWING CORRECTIONS ARE REQUIRED: L� a' y/ fi — --�-- InspectOrf —,___—_— Date:.-----.---_--- / APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. ,« ++...e,.wu wsw.,immyrk n,Nf.. +i+a - » f----- 1 IWO' INSPRCTIOH NOTICE I City of Tigard Building Department • 13125 1411 Hall Blvd. Tigard, Oregon 97223 s i Inspection � 4111 paction Line (R -aghOG,l1sG�� flS)t 639-4175 Business PhonO 597-�17=1. — Inspection: o . Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Gyp. Bd. -Mech. Water Line Plbg. Underfloor `, I•. I C �� i l7 Timet AM X- PM Date Requested: 1�,�l� Address: nob), () 1.../ '�,-,C,', Parmlt�Jal gLir�`3- s I Builders t l( teWl„11 (a �OW� e7�1 D (I 01 .es, THE FOLLOWING CORRECTIONS ARE REQUIRED: J ,L6 NT i�' c" / l i '3.0 c ' "eri --- L Ple- T Szr,..cc ac's i //v t 7'/41 i = NG' 7 ,Uc)zyl j _ _ /6/ 4',.)____-- Inspector: --- APPROVED DISAPPROVED — APPROVED SUBJECT TO ABOVE Call For Reinap. fir' ,I,'411111 i `t Y,diu: LI.....P...i r____ , ----1 4 0 INEPECT,ION NOTICE " ! .__) City of Tigard Building Departimt 13125 SB Ball Bled. Tigard, Oregon 97223 • Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 , Inspection: 4 'Sk fl A, ' ' , Footing Plbg. Underslab Mech. Rough-.in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. MO Plbg. Underfloor Water Line Gyp. Bd. _Mech. M Date Requested: r { t;4-.1;''(,((1,, Time: AM PM Address:_ t• 1. J /, 1 (' 1 1 I I?.t(.f(t, 'armit 1: ( 'i'13 ("1"‘', / , Gib Builder:_ ' '`1.(I1 ' i. /Y'( 4 THE FOLLOWING CORRECTIONS ARE REQUIRED: //I?) 4(-411--L-47::(46 ---2---"°- . / , 4,,,,----2e 4.e.A. ,,„ 07=-�-' Yil�`7-vim) i df , n Inspector: // �L-.=- Date: X) r 7 \` _APPRRoVED DISAPPROVED 777/ SUBJECT TO ABOVE i _call For Reinnp. I__ [ 1 INS)' SON NOTICE • City of Tigard building Department 13125 80 Hall Blvd. Tigard, Oregon 97223 Inepection Line (Rec-O-Pnone)t 639-4l75Bs:eineao Phone: 539-417l Inspection: — etni\(� *}� �Y� •y 1 Footing Plbg. Undarelab Mach. Rough-ire Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: lout/Beam Struct. San, Sewer Framing -Bldg. Pout/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water LineGyp. Bd. -Mech. • 2 7 Date Requested, l JQ ) Timet 1 ,11M PM Addresses N . I/A.1 A- Permit f t i e /3 %" Me Builders t�( l(11t^ Lk`;(t►�k..V\ (-- -ll1.r THE FOLLOWING `\ CORRECTIONS %RE REQU1RFD: Le l rr�/� .-'@- 0 44-'0 r L1r H -T_� - Inspectors--- /�/� -- —`-------------------(--- �----y • APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —__ Cal.1 For Reinep. amuj 1P • INSPECTION NOTICE • City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639--4171 Inspection) ---- _ —_ Footing Plbg. linderelab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. • Plbg. Underfloor Nater Line Gyp. Rd. -Mech. • 1/ teTimet ` AM PM Date Aeques ed: _- - /-� Address:) 0(7 , I.11i100k. Permit i: l"7V�� r/3 e?S- 1 �• Builders (( 1Y (1.1'1.9404- \ 43` /(‘- THE P-TBE FOLLOWING 7ORRECTI.ONS ARE REQUIRED: k /,- Adot-t-4-1.-. Inspector:�---�- Date:_ .L.._.� - •. - APPROVED - DISAPPROVED APPROVED SUBJECT TO ,ABOVE Call For Reinap. t 11.61.....••• ' ZIk;'-: /•;*', FOMMOW .' '...****.*0%0 . It V4E"101044A04011010001.10.44001'4.104. IIISPRq".10N NOTICE 7 City of Tigard Building Department 13125 BM Hall Blvd. Tigard, Oregon 9722 Inspection Line (Rec-0-Phone): 639-4175 Business Phon 639-4171 Inspections l„ ......... ."-.), Plbg. Underslab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. NTT • Plbg. Underfloor Water Line GYP- Rd• -Mech. Date Roguastiods 1 2 : I 5 Time: tl ' AM PM Address: 1 V te ) t ," (k •l)(livori. Permit te C.I. I. r I' Oil" / es. Builder: TRE FOLLOWING CORRECTIONS ARE REQUIRED: ‘`• • '.,'4,,''..,'"kx'').1" , 7/e- c,- e-e-5 i- , .._ Inspector: I i APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE ICall For Tleinsp. , I 0,I',14,:tb,i1. ' 4;4,,,M4,,',=','''''. '',".'.•, ' , , •i .INSPECTION NOTICE • +. City of Tigard Building Department > 13125 SW Hall Blvd. Tigard, Oregon 97223 ,° Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 is, I Inspection: —y , ar i1YQ__- Plbg. Onderelab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. j Post/Beam Mech. Rain Drain Insulation -Plumb, Plbg. Underfloor Water LineOyp. Bd. -Mech. Date Requested: - (� I Timet I , Y�!1 PM y ,.1. r'. +y' Address: ( IL l� K'`( `( l+k(�CJ\o. Permit 1:13(.r 1 3 e'1O`.3 .. `, Builders 14/ iP l'P�1l/-+( (VVK THE FOLLOWING\CORRECTIONS ARE REQUIRED: Ne..) if., ,i l - Le.-,4ItiL"+it.4--t • O' • __ / 1 Inspector: / � Date: ?"i �(. - 2 ___APPROVED DI6AF PROVED �� APPROVED SUBJECT TO AB(`' 6 Call For Reinsp. I I I ir , 1?}h 11''. } y mq,Cn" i s t �' ` th r s,t F" Pl IIP l INSPECTION NOTIC£ P • City of Tigard Building Department ` ?- 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 • Inspection:— --- _---- -- "",° Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Ilbg. Top Out Gan Line FINAL: • Post/Beam Struct. San. Sewer Framing -Bldg. 7••' :; , Poet/Beam Mech. Rain Drain Innulation -Plumb. S ) Off3if�oor� ater Line Gyp. Bd. -Mech. Date Requested: Times AM PM . } I l 54:/_, r7'Z Address' ��,• � �� ipermit �s ID Ins Builder: — — THE FOLLOWING CORRECTIONS ARE REQUIRED: * /A.( i Inspector: ____ Data: -- — / APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE __ Call. For Reinep. j J, � �• ��°~ ' . . ' . . , „: , r `r CITY OF TIGARD ,. ., COMMUNITY DEVELOPMENT DEPARTMENT O . 1o1oomwHell Blvd.Tigard,Oregon mr000°u,mm (503)839-4171 ! . PLUMBING PERMI ' i. PERMIT #. . . . . . . : PLM93-@*', ' 639-4l�� DATE ISSUED; 09�14/93 . PARCEL; 1S131;DB-00300 11 3IrE ADDRESS. . . : 11065 SW NORTH DAKOTA ST ` '3UBDlVISIOM : ZONING: R-4. 5 , BLOCK : LOT : � faw - ----------------------------------------------------------------------- rLASS OF W2qK. . :NEW GARBAGE DISPOSALS" :: MOBILE HOME SPACES. : , 1 7.:JE OF USE REL WASHING MACH ~ BACKFLOW PREVNTRS. . : 1 � . -LL0P#MCY 6.lP. . xA2. 1 FLOOR DRAlN5. . . . . . . : %2 TRAPS . o 411/.':;TORIES : WATER HEATERS `2 CATCH BASINS rlXTURES--------''---- LAUNDRY TRAYS- - ; SF RAIN DRAINS ^ . LUMKS :2 URINALS ^4 GREASE TRAPS ^ ' LAVATORIESx7 OTHER FIXTURES ^8 TUB/SHOWERS ^ SEWER LINE (ft ) ^300 AATER CLOSETS- . :8 WATER LINE < ft > . . ^ . ` 100 DISHWASHERS ^ RAIN DRAIN (ft ) . .. `,narks : Construct new meeting house building. J~nzr: ------~---------�-------------------�--�-----' --- F£E8 ---------�-- . `-EE-RF LF -EiTAFU! ARatilt')7.t11 e .,CHITE�TS type a � by date. rocp| . PRMT * 402. 50 JH 09/14/93 - � 51?..85 SW MEADOWS STREET, #340 PLCK $ 100. 63 JH 09/14/93 - '...ARE OSWEGO OR 97.305 5PCT $ ?0. 13 .7H 09/14/93 - phone it; 684 -47^/ �ontractor: -------------------------- - '`UWER PLUMBING CC) -r7 BOX 23144 ' lOrRD OR 97281 -------------------- -----'------' ' ,I-tone it: « 523. �� TOTAL `~g #. . : 52378 ------- REQUIRED lNSPECTlONS ------- iho met is issued subject to the regulations contained in the Sewer Inspect i on `i0ord Municipal Code, State of Ore. Specialty Codes and all other Water Line lnsp _ pplicxb}e laws. All work will be done in accordance withRough in lrsp _________________ approved plans. This perod will expire if work is not started PLM/Underfloor within |80 days o, issuance, or if work is suspended for core Top-out lnsp ___ than |8N rays. Storm Drain Insp _ _ ___ �� Rain Drain Inup ___ .��s RP/Backflow Prey ' \ � Fin�l Inspect _____ _ � . -____'__-' J. / ` � yermittee 8ign�t,re , ___ � ^ f .uy�� ' Issued By ; .__ 71°L) Call for inspectimn ---6::39---141-757-- ir100 i I ____'__' ____ ____-_- ___- Jit 40'''' � q�� ___ .. . i.`nui' ` . � . � ' ' ` • . ' .. . � -` . - . . ,..4..:iv, i •. 4„ 0. • 4.+041t.%,*, e 41' , 11' • MO tio P' • CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :93-244146 • CHECK AMOUNT : 523. 26 '4AME : POWER PLUMBING • CASH AMOUNT t 0. 00 :.00DRESS PAYMENT DATE : 09/14/93 SUBDIVISION : , PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID 7 PERM 402. 50 PLAN CHECK FE 100. 63 BUILD PER 20. 13 1 • if? • • LDS CHURCH 11065 SW NORTH DAKOTA roTAL AMOUNT PAID - - - -) 523. 26 4 1 .• :•- • 1 'yip cT ow oTIgg 61)//' l.11Yi�V♦IVn I�VIt.YYrilEIMIIIMININISMISINWINSUBMIBIMMIMIMIWOMINISSIMIPISIMEIMMEENomilmIonlanwomwwwwwww City of Tigard Building Departaemt i 1312S SW ball Blvd. Tigard, Oregon 97223 1 Inspection Line (Roc-O-Phone)* 639-4175 Businass Phones 639-4171 Inspection: - — — — *Doting Plbg. Undorslab Mech. Rough-in Appr/Sdwlk 1.-- - jai (Found; Plbg. Top Out Gas Line FINAL* Post/Beam Struct. San. Sewer. Framing -Bldg. III Post/Beam Mech. Rain resin Insulation -Plumb. n Plbg. UneeL floor Water Line Gyp. Bd. -Mech. • Date Requostedc (-L ' ( ( 3 Times AM PM IIII r°ft�ir, : i , Q� „ C � �n �j 3 pCJ� ;r fi 113(D,i td(5)('` d )31,( :)1\61-__.`tPermit f:"l.i �� d�w°ae�. 1' 1lddreu� A't 7 wv1 .q "' 1 fY vyf 'S',, Builder* TBB FOLLOWING CORRECTIONSREQUIRED: l Inspectors / "�-- Date:�f V APPROVED DISAPPROVRD ,_ APPROVED SUBJECT TO ABOVE CCh Call For Reinep. L- : Ir-,Ar / ' . . vomei AUG ' 4'' iir) 27 '93 10:39 WDY ENGINEERING 218 P01 , ,; i WALKER/DILORETO/YOUNIE, INC. • • in Vita" CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,4360,FOR I LAND,OREGON 97201 503/768-3930 FAX 503/7e8-3929 August 27, 1993 , PRINCIPALS TO: LEE RUFF STARK ARCHITECTS °' ROBERTA ATTN: Mike McGale ,,A ` WALKER , " DALE.1. FROM: Carol S. Hasenberg •.'s' • DILORETO WADE W. RE: LDS TIGARD-METZGER CHURCH YOUNIE 11605 SW NORTH DAKOTA STREET TIGARD, OREGON PERMIT NO. BU 43-0057 , SITE OBSERVATION/AUGUST 27, 1993 In attendance was Lynn Storlie, job superintendent. The job progress was that the west side footing and stem wall had been poured. Other footings along the west side were in progress of being formed and tied, and the west side of shear walls 'A' and 'B' had been formed and poured. The west sides of shear walls 'C' , 'D' and °E' were in progress of being formed and tied. The following item was observed . and discussed with the job superintendent: ITEM #1: One ( 1 ) of the 7/8 inch diameter anchor bolts for the shear wall 'B' footings was missing on the west side. Shear wall 'B' is to have two (2) anchor bolts at each end of each wall section per the structural drawings. Embed a 7/8 inch diameter A307 threaded rod, 12 inches into the stem wall with HY.LTI HIT C100 epoxy adhesive according to manufacturer' s directions at the location of the missing bolt. WALKER/DILORETO/YOUNIE; iNC. \ --,.....0_,. , , Carol S. Hasenberg , cc: Lynn Storlie, Triplett/Wellman Construction `1" � Mark Burrows, City of Tigard Building Dept. ///7( ,Y,wr•Rf .Pn.Mwmw,w+aMwnr ,. .•.r+..-. ... Q: 111. ,„1.2,44,14 ), t etA0, :� r rGp4��t� i.....„ „N ,, V lilf( Y , j N r` ,.. ,,,.., „ , , , , , , . . I , i V. t , �',,,it' 7:j`1 I 4r: 1.,,,„1,4, h ; 'i,' .y',a) ,a� �'(y1y 4 N- g,y � f �r,r t.0 4 M V4$x" v,1,)Op ` •1f"." wI t 1 1,0 I't ..N>',tj,,4,,,,,44.:%,•i tg �,I�(t ^r t y .' d '6,1 i, :'.N�^,..i i f1. p, V."lit S .t,;"A"x , -..ip I_ ,� 'K,',-.•:.. ''. },,,. ;; • t � �� Y > •s�� S, �' �Y'Ngr�"_i��;�rl ��a�;: �t ! � � i4 �,��7�� I 1 s ,ti; �'�; ry�;'?�s��; �#�r, �+.. 6' ti 1 f ,��.�„ ap w. 0',.:4.k; u,t,di'. dtGY d''tjat,�r' ,,t t''�w ;•.`t- ,t _+9i4 re;77,, ' ,.} t l 4$041,,,,'‘ �k�A',,Ft �4to r tt t .,- ,,,Iiii.„, ,,,,,,„...,),...., , . ,..„4,„, 1.,,, ,, ' w..t.„,.itt. . .:,i,,i,,,q0„:„,,,,....v.„,„„, , ,,, „,„,,.,,,, ". tirt,14;, ," � r o 1 :r ti., ,.,a w,.,,e.,„1.,,,,,,,s , ., 1,4 r L S CTION N 7CE p� *l tj ''t '�f � 10 Ci oT Tigard Building Depart ent r s st� f 'O, ;,t tS� f C � ` ! II 12125 61 Ball Blvd. Tigard, Oregon 97223 ee qq i dAyhtPtbr s1 n v , !q a 4xGX11 t`A, 'ii,''ISj7 tri aY1Jt;. `x �4 Ins pion Line (Roo-3-Phone): 639-4175 Business Phone: 639-4171 e Inspoationl fi _-- (rooting :I Plbg. Underslab Mech. Rough-in Appr/Sdwll: ,Found. Plbg. Top Out Gas Line FINALS 4 Post/Beam Struct. San. Sewer Framing -Bldg. l Post/Beam Mach. Rain Drain Insulat.iton -Plumb. Plbg. Underfloor Nater Lina Gyp. Bd. -Meeh. Date Requested: _____ 141 Time: _ _AM PM Address: I Permit I: s ! ( r ) I 40 4 Builder.: TBE FOLLOWING CORRECTIONS ARE REQUIRED: c3n. �- T l c' \• t7 G '.N.( -------, .> C"N."-t k,,, �7 \.`-\ l �,) L'` ``41- \iV 9 c 9— L. \.) ..i ...a F l �/U '`'` �c.j � On ,....„ \ .n i L s F-4 -,..\_. 1. \ C 1/_ZJ c ,-"l-"' s ) I / / L[ r e.1—C")-4, ..--`C.......-- — ....., • I L C -rte `*`w—.— SVM s ) I I • , % Inspectors ( ()ill /C/' Date: Vii/Ci3 t APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE /...-~) Call For Reinsp. \cit - - t tfh o ` K Ala f,a, F' „ ,...................., . ____ CITY OF TIGARD BUILDiNG COMMUNITY DEVELOPMENT DEPARTMENT LiCHI 1:55OLI.): 69125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 PqRCLL: 11341)9-00300 iITE ADDRLb. . .. -14.JF401VI610N. . . • LONCIG: 1.4-4.. ,-, ;.. :; , i , , li , . 1 • i'..:y p e rnr.” IF: $ 1. ::. .. 1.WO Jii 0di .a, HLI.,. ; , #. .40 ,‘,M1 °,' 393,,..00 It 06/.. .Yi'M . 1 Al4t4l1WtiG0 OR 9/305 . .i...1,14% $ ettilt;Ei. 45 JH 03/15/i.43 43- 7! 1 I ihei Of 684-4147 :::)PL1 $ 5 JH 08/1&21'-).!.. I E I RE $ 157.3. 80 .31-4 f/i3/15/93 ''.9,.. •::.:3 ii.., • • • _ r- -, wELL.mr4N, _ c,...;. , . ...II 1 F 10i ? # . .,_ ... 1 ocin if_ ; 43496 !,o, t. 0 I.tiLD i riVif.",:.(... i if 11.1!-..,: - it, issued stitjeci '.,,, '..,e -e6 ,,iiiiirs. contairr. ir the. i.viard Oturac..pal Lode, State of Ore, Specialty Codes a--.. -:, .-.r• . . ___-- applicable laws. (411 work will be done in acordarici• ', approved plait . Ids ptrait eo,i expire i° or.-k Is .',--- 1 k' -.....—.—_.....--...---- . within 18it cxay of issuance, or if WerR 1 t ck.spentted for v-e '^-1,ctin I 71 f.1 1.n 3p R o f'.1 f n a i. 1 n g I n co-,p , / 1nqtAintycn Insp hie L A In s p -......„... ...„..._____...... :,i0iiraitt ...,- . , n- ', ip ,,...olnsi t.T1,-,p : I :;a7, I ; ',."..1.1)gsr..'.1.. ; (1 '., ..._ 4 4t 7,:', • . . . , , . '.'', .• .--7"---r"..."""---"-"--"----- :-....7 ' 71""rull,1"110,01F10,601/14.01111"6"`r. ' '),',,'A",,T2"4,•,'!,!,,,..,':.,•,„'",'!',,'''AVVi.,1,W,} l'N.,,,•:':'.„‘ ,,..„'„,. . ,-, , ; !' .. ; . ,,,- , rOOC")iir''...1,- ,';',,- .; .' .'...,.• L', . ., '‘ .• :-..'''',:, ,,' ;',' , , .,,, , . , . , ' ,'-, ',.. +.., il,".'i'i,,,'4', '' L:. ' '''''.,','',.,, '''')','AP"'?..;,'.;'Nlfi'tk.'',:'';',.';'' ',5 ' ',,', '',,',.,,..'.''.' ''' ' '',, '• ., ' ,.' , ,0",,,..'7".,''• ., •,, r A.....i,;Y:1, :...' ,.„,,itizA,,,,r1:,-;„.1.:,.-..4::.,'.,,,,k,,:.:,,,,,0.-,.,'.,,,,::;,,,,•.;,[,,,.:, !,.,;., ..„.. :,..,.: ,..,:.,,,; . , . , . ' • , . , , - : ,•'.j, •-;%': :,.,,, .r-,.:::,..'.•'.,.,..:,,.v,., ,;',..,!. ,,j. „ :: " - ,. .!1440140;.;,;'4,:04kiNii,H:,y4;;*,! .. , .. . . . , , • - ' /,,, • . 1 411194'. 4445 OOP '1104110+1111."4".0 400 4iOr 464,, ' . . • CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT .13125 SW 4a11 Blvd.Tigard,Oregon 97223,48199 (501 639-4171 if 111 • 14 4. n t t Cr- LA RPL;i .rr‘r . . , IA, • e !O. • rrr, EL t • ih Applm•ant agrees to corph rrr zr: • r-1 t 1 0 7, A tie Wified 'Sewage 2q. t he sate istam. the +Leta; Trait empiMes 140rIcy ear sew lateraii, !f the sfror,_ the :estalier 1 d:stance wen, e.,P°' 40_ F. • • ,�IMMa+►..,...«.+.w,.»..,.,,..,..•,..w.,,.._. _. ..... .Y,.,aux:nnvAWw....r.rrwnnrerrrwrn,,...._,.... .. ,.......,,.,.a,..Mto-owrsax;rt*wMnw+u,rrnMFYYNgd�l�.' p ;-) • PLNCK,/RECT # 5--��..0 .;�7r'/ cLflYDMENTDEPARTMENT SW(503) DATE ISSUED — JOB ADDRESS: t l©cc` .—, &AFc?r Or-' . TAX MAP/LOT — SUB: _ LOT: LAND USE:VALUATION: (a �=� - r " QWNER -rte c.{�e� '. 17'°E1-''''/ SPE.CIAL NOTES NAME: 11A �' aec�" r REISSUE OF: ADDRESS: — LAST REISSUE: FLOOD PLAIN/ PHONE _ SENSITIVE LAND' — CONTRACTOR APPROVALS REQUIRED C4Cif'9(' NAME: _ PLANNING: A��wq c�►„U�?: OR .re..,.a•••�p�,...,7 ADDRESS: _ -- ENGINEERING: '`� i FIRE DEPT: PHONE: -- OTHER: -__— CONTR. BOARD #: EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: _ — LIST/SUBCONTRACTORS: --� MECH: — _ BUS TAX: —. EIRCH ENGINEER CALCULATIONS: _-- NAME: A-P-corl c.ta TRUSS DETAILS: ______ ADDRESS: 5 2 u` MT-ncvtif_ IC- ?A10 OTHER: --- — — — PHONE: (_;--e,4- 4-1141 PROPOSED BLDG. USE: es- uV-- i-i COMMENTS: __ !`i Z9(o — -- 6 t,• 04, 995, - --- - -- IO APPLICANT SIGNATURE 41,Received By: 1. _or Date Received: 3//s/ ' ,1 a r n :yI ,�{r1 ttil prIMMMIMMMIMMOOMMMII, „ . f li!‘'} y' • 1111P PERMIT 0 ACCT 0 DESCRIPTION AMOUNT AMOUNT PO. BAL.'OU 57 10-432 00 BuildingPermit Fees ` ''',''"` . �33."_� `r , ,. • k 7 , q,-C S 10-431 00 Plumbing Permit Fees evtroK.",w�,•t' `: ,• • • • ova • CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. : . 3-242828 CHECK AMOUNT : 29030. 65 HNAME s TRIPLETT & WELLMAN UGH AMOUNT : 0. 00 :ADDRESS s PAYMENT DATE u OB/02/93 SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID r'...JRPOSE OF PAYMENT AMOUNT PAID 1 BUILDING PERM 3933. 00 ST. BUILD PER 196. 65 1 SEWER USA 13200. 00 SEWER INSPECT 45. 00 1 INSTITUTIONAL TIE FEES 10254. 00 MASS TRANSIT TIF FEES 2302. 00 LDS CHURCH • 11065 SW NORTH DAKOTA , TOTAL AMOUNT PAID - — - 29930. 65 1 I. •• • •( • 40, • • . • .,• • 4> 1 ii t , mama,1 �+.:fA ../ .0. _____"riAl!u:4t , ..,.1: ,Ax,r t Fr.a�:r 4KA,om ,,,,moor,*.4".•ap!uurb�.kaltF7n"ag4A1)0 , r .ti.,: . ...._.�F.. .w.�.f rte.... •• NbiT� �iVF""+r+Fu►,,,, - , APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: L r (WHITE).FILE 11 ORDINANCE ISO. 74-14 , (YELLow) -;NSP. 77 I (PINK)•OTHEf2 AGENCVby( .I� / (INSTRUCTIONS ON SEPARATE SHEET) de--- ( (BLUE)•APPL CAN1" • APPROVED ' APPLICATION NO.: ` I NOT APPROVED ❑ CITY OF TIGARD, OREGON FEE AMT.: $-_ 1 c476.74 ,.: F `ENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: ,3 " 7_42 77 - PENDING SECURITY 0 PUBLIC WORKS DEPARTMENT BY __. DATE 1- / 1 PENDING AGENCY "OK" ❑ Application and Progress Record 1 MAINTENANCE BOND ,k______-..__-_ 1 PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED I , ANN'IAL PENDING VARIANCE ❑ 1 EXPIRATION DATE: _I-- , I - 1• PERMIT NO . _, DATE ISSUED 1_ - L_-. --- BY: _C 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL lIAL,C STREET IMPROVEMENTS AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. e41urcl'r 1 t of. R'ri 1, "t celtl' ii, ;lt c. *11 I APPLICANT :� —fi��-f> 1 L: —•---_ir• �_. --= ,, NAME ADDRESS CITY PHONE 2ONTRACTOR ) 11 ysEr 1.{"1 �• de11 rtf. t t - •. 8 - __— NAME '.. '• ._ A DME 7 qq oR�L� ��g C1 rC Y ... .7 1 NE -'LANS BY DeHaas & Associates, Inc. Ste.#300 A e ier A11aonvi le, OR 97070 #682-2450 NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ —___- -- - DOLL ARS I FONOFFICEUSE. -_�•��:—�".MIN.-_-- I 2) EXCAVATION DATA: lora x s__‘11I8•FO = $_L,476.7+ STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLEDr T ITEM DATE REMARKS/TYPE BY 'TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY OPENED — • - North LaOtd 1.. ( ; ''? II :I / IION 0 ._- -_--- LI p_._____,.- -- - E ESTIMATED STREET OPENING DATE:_ /____-1 S ESTIMATED STREET CLOSING DATE: _I___.-1.- - E _ D (3) SECURITY NO, _ __ SECURITY AMT.: E' 61,918.50- STREET' — --- C_OSED SURETY CO.: FINAL CER1IcILD CHECK CI CASH O SONDX. INSPEC. 1 (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT, 0 All work shaMoonfoern to the SITE: 11065S.W. Nortt I ko•a S1f. _ City approved construction plan , 1 1 and, to CUP 92-0002. I 1 work area 1 I --.—• - I ri til '¢`w �, -4I e (� —ix(y— ( r 2 a I o Streetlight energy & tnaiiter:ance cuR8 - .-, , - - _ XKX_ - '- - ` _ _ - fee ; $ 318.72 S. W NORTH UAKC7.CA sTR13ET -t- - - ----- o Traff., sign fee: $ 172.00 . _ _ _ _ - _ .. - -cape . " - - - - - o A one-year maintenance assurance I i N in the sum�of $6,191.85 may be I I 1 I required (by the City) to be posted upon et on of the work (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE I: RIGHT•OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON 1 THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND . EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE: - _- DATE __--._..-.._._I-_--____.L- _ _._....__..__.- .___._.__......_..-.._..__._.__.-_. ._,.-..,.. _ _...................,.•....».._._....,..«..,..,...,...,"+oY1tlal+rwWvx».r..wn..,--'. ....,.,.. ....._........ ..,.,._A.<+r.,•<.�r.x+em+rawenrM :. Lo..... .- , , .. . , • • CITYOFTIGARD COMMUNITY DEVELOPMENT DEPARTMENT , • • 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 • t • • Aim • ! f , 1 • • r - 1 rJ ._ • L.74‘4„, . • „4, 1 F°A" JY { 'i4 1 '1 • iJ•• .Vf '��, "t e l 1 �y 1 "? .. " \ 7<�F�•� Ij Fdl � A 7 ; ��f '� a}l q "��^ 1 ° .FfF"JJ t ,f� i i +. lr�ai > J r J A '1! N}I t 1:c 7 1 " r �i"11 1; F 1 0440,14:,r,. 4J �t,ltw u,.. �`. ire w �'r" I r ; I..Si �y" gyp, ti J..,:7g.:x } i "�, tea' .4„ >,`` ,A Stit� ,'�•" y1 J•q,P tb�b�" ��ap� �iMtti' � f,�.6Ei/44,,4, �'.7 Y • ' • Y�u1,) { ",� ��q v "' 1�.1 �, t'� , R J�� G - IF+ • � �� J ] a "k� �� 3., If � � �'�{�' {k l!uY �1�t � X19 r �� • f tt 1 kt+ a,ro y •n•,�y c J 1 K1r, Iw 1 (, 0 � 1#( �4 rs� , �,. J� y<I A 1t J 1N°r +ill tl ti +� K4�{ p di1 � y��JJ,n ;� I , I 1 1 CITY OF TIGARD 131 . 23.39� PLNCK/RECT # PERMIT # S 9}-0007 COMMUNITY I)EVELOI HENT DEPARTMENT Tigard.Oregon 97223 __ (503)639-4171 DATE ISSUED //O5 S6/v NU///7 k �3 T TAX MAP/LOT — JOB ADDRESS: SUB: LOT: LAND USE: ** APP ROVED TO LSSUE I VALUATION: ./.. 74000' or OWNER SPECIAL NOT€ F�i�J,Ae_zik l c/C X OS REISSUE OF: NAME: �,,�- a P � C ADDRESS: _ LAST REISSUE: _ . FLOOD PLAIN/ PHONE: _ SENSITIVE LAND: CONIRACTOR NAME: APPROVALS REQUIRED PLANNING: ADDRESS: _ ENGINEERING: — FIRE DEPT: PHOr:E: —___-- — OTHER: , CONTR. BOARD if: _ EXP DATE: ITEMS REQUIRED SUBCONEitfCTORS: PLUMB: LIST/SUBCONTRACARS: _ MECH: _— _ BUS TAX: _ ARCH/ENGINEER CALCULATIONS: NAME: Let. le!/17/�`'SY/i1C 6Od'i _ TRUSS DER AILS: ADDRESS: __ OTHER: PHONE: A4 X iC� PROPOSED BLDG. USE: /-2 414,ile.....-- 1, COMMENTS: /111 "(elf efir7Oth17., Pf11117 -- --_-- ) 1 APPLICANT SIGNATURE Received By: _____-__ ___ Date Received: ,---5//3/93 1 i i , . ., .. r__ ......., 1 . PERMIT # ACCT Ii DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 3SS;O0 — 3SS-00 I _ 10-431 00 Plumbing Permit Fees 10.431 01 Mechanical Permit Fees ________ Ar. 10-230 01 State Building Tax (5%) /7,7-5 — 17.75. t, h, ,,, , ,,., / I.; , Building _. Plumbing ' _ Mechanical wr 10-433 00 Plans Check Fee 230,75 -- 1-30,rj Building -- Plumbing _ Mechanical • 16-230 06 Fire — 30-202 00 Sewer Connection -- 30.444 00 Sewer Inspection - 25-448-02 Commercial TIF Fees 25' 448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-443-03 Office TIF Fees — ' 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees ________ -- 52-449 00 Parks System Dev Charge (PDC) __ _ 31-450 00 Storm Drainage Syst Dev Chrg III (SSOC) 24-445-01 Water Quality (Fee in lieu of) r 24-445-02 Water Quantity (Fee in lieu of) TOTAL 8/q/.5.50 C • '-Ic ( j ' nm/3587P.WPf ia, ,r 1 s `. 1 ii i - / It.14,.. 401t4lkilk.. 4 1 / *. # 0 46''''''''' .4P64"' i,.*1. *IN it'w"16 OA* 1 .11 ''' • HO 01 it''' 4 ''‘' :-144?". ' 411* ' •''••1 \ • ,, g 46.AI bk ig' ••"•,,, I‘ "4. 1 10C) , . 4 ;16 '.4 . 1 _ .„ . TAP 11,','14C,','''i:'''' ;• '1'.::',,''6i1; ', i'l •-• 1411614 ""Prti. , CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. y93-242779 CHECK AMOUNT 1 8443. 50 'NAME : TRIPLETT WELLMAN CONTRACT CASH AMOUNT : 0. 00 ADDRESS : PO BOX 160 PAYMENT DATE I 07/30/93 , 4 1 SUBDIVISION I ',. WOODBURN OR 97071- , , 'URPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID ] / / lUIL DING PERM 355. 00 ST. BUILD PER 17. 75 ' •ITORM DRAIN SDC 7840. 00 PLAN CHECK FE 230. 75 i f ! f 1 "1j 31TE WORK PERMIT *93-0007 TOTAL AMOUNT PAID - - - -> 8443. 50 1 I ' •( 1 • t , t , • t . ,IP I . 1 ti i' 1 ' f 44,4•14 • • 4 Al I•4•.44 41 I I• 4 4 4 I 4 4 44.T4• 5'444..41:1k4464 4 ' .4 '';141114e '''!•14'?'''1.14'.,,' 5' 4 , '''I' Miki ii.:.„ A.11'"1;4•.'4'44'''4 I ' 4 04..4"4.'.•e'1'44';4 q,4 ti 4,14'*.i i!4. , '• 4.•,... loi � w • 1 CITY OF TIGI�® April 27, 1993 OREGON John A. Stark �„_ _______.--/ Lee Ruff Stark Architects alb 5285 SW Meadows Road, Suite 340 Lake Oswego, OR 97035 Project: Meeting House, BUP93-0057 "' 11065 SW North Dakota Street Dear Mr. Stark: Plane for this project were reviewed for conformity with applicable codes ! . and are conditionally approved, subject to the following items being satisfactorily addressed by either revised plane or additional details. 1. Fire-resistive construction is required. All gypsum board in such construction snail be 5/e inch Type "X" unless otherwise listed in approved assembly details. . Provide details, which include fastening requirements, for all rated assemblies. 2. The entire roof-ceiling assembly is required to be one-hour firo-resistive construction. Detail D, Sheet A-10, does not ` show a one-hour continuation at the ceiling light cove. 3 Mechanical duct penetrations of any ceiling assembly shallbe protected by fire dampers. 4. Hardware Schedule, Gr. 35 lists Door 176, which is also listed in Gr. 31. Door 178 is not listed, but should be in Gr. 35. 5. Toilet room handicap grab bars above the water closets shall be 36 inches in length. See ADAAG Figures 28/29. For lavatory open clear space requirements see ADAAG Figure 32. 6. One of the disabled parking spaces shall be a van space. See ADAAG Figure 9. 7. Confirm anchor bolt lengths for Details D, F, G, and N, shown on Sheet 8-2, and Details C and D, Sheet S-3. 8. Fire blocks and draft stops shall be installed in accordance ;: with The Oregon Structural. Specialty Code, Section 251.6(f). Please provide a copy of the shop drawings for all trusses as required by Project Manual Div'_eion 06, Section 06 190 1.2. The submittal shall alto contain information which shows how fabrication compliance with applicable UBC Standards, 1991 Edition, is attained. We note that the chord splices in several of the truss designs are placed in the highest stress members. That condition could he altered without major design changes and would result in lower member stresses at the splices and a more efficient use of materials. A 13125 SW Hall Blvd., Tigard, OP 97223 (503) 639-4171 TDD (503) 684-2772 — — ---- ------- • M,+ ,, tx ' rid t04 p` :x 0 .....1 ''. 43, } y I , r • , „ , .. i . 71 • • • . . • ,ir t • , . • The plans for the building mechanical and plumbing systems are conditionally • approved and a final check of those systems will be made when application it made for the respective permits. Should changes to the design, components or energy consumption of either system be made, please provide revised plans for review. • 40 You may get the building permit to begin construction on the project at your convenience, pending resolution of any outstanding Site Development Review items from Planning or Engineering. If you have questions, or if we may be of assistance, please contact us at any time. ,.. 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Ai'.lf'1ryd. qza ,_,....:�twtwa:brpaewi. ,..r... x..wnr .... .6.W t^�y• •. V 0 ... . ..,1` t rt'• it TABLE IX RAINFALL INTENSITIES FOR EAST WASHINGTON COUNTY (for Ranges 1 & 2 West) fS Rainfall Intensity (inches/hr) OF STORM EVENT - YR/(PROBABILITY) CONCENTRATION (MIN) 't 2 5 10 25 50 100 (50%) (20%) (10%) (4X) (2%) (1%) ,; 0 1.90 2.50 3.00 3.40 4.00 4.50 $' J 4.1 6 5 1.90 2.50 3.00 3.40 4.00 4.50 10 1.30 1.70 2.20 2.50 3.00 3.50 15 1.10 1.40 1.80 2.10 2.50 2.90 "" , '. 20 0.90 1.20 1.50 1.80 2.10 2.40 30 0.75 0.95 1.20 1.40 1.65 1.90 i 40 0.60 0.75 1.00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00 1.15 1.35 ' I 70 0.45 0.55 0.70 0.82 0.95 1.10 100 0.40 0.45 0.55 0.67 0.75 0.90 I I 180 or 0.35 0.40 0.50 0.60 0.70 0.85 more M Ai 4 4 1,1,:, - 42 - • I 4 �'v 'a1,,C i �t iii i t�� -j ' 4 ,. „ . w 1 • r ii,I, , I , j . 1 TABLE VII - COMPOSITE RUNOFF COEFFICIENT CHART `1 n Values of coefficient, C a . Existing Land Use Average Gradient of Terrain or 1 ' Maximum Potential Zoning �:` 1Less than 2% 2% to 7% More than 7% Use Zone* •, Commercial or Industrial 4 0.70 0.80 0.90 al f Multiple Family 3 0.60 0.65 0.70 , • Duplexes, Single Family 2 0.50 0.55 0.60 ` Single Family & Schools 1 0.40 0.45 0.50 Parks, golf courses, • Agricultural v '; or undeveloped 5 0.20 0.25 0.30 t These are to be used as a guide in evaluating undeveloped land based on , current zoning and where no information is available defining a proposed L development. , , 1 % ZONE PRIMARY LAND USE DISTRICT 1 R-5 (Residential 5 units per acre) 1 R-6 (Residential 6 units per acre) 'I. ' 2 R-9 (Residential 9 units per acre) 3 R-15 (Residential 15 units per acre) • 3 R-24 (Residential 24 units per acre) 3 R-25 (Residential 25 units per acre) , 4 NC Neighborhood Commercial 4 CBD Community Business District 4 GC General Commercial 4 OC Office Commercial 4 IND Industrial 2 INS Institutional 5 Undeveloped, Rural 4 SID Special Industrial District - 39 - .•.•^) . .•. - .ranwwlvfwiR'.v<t.nJ•yw... - -..,t r:-„u1♦',wl^•. .. .... 1. ltID'tfd?ANdtel•'N:'•n.r..w,•.. .. : ..e ,.n, ..,i4ru>..lrre.,vn+wM.'.r:l.- -:.,._._- .._...-...r...�pr `4 r 1 �°'Sa��, Hf t 0 h^ i +Wf . r'''V...'4440404404 rr .Lk .r •° . •i A ..' 1. .. _ .. • 1 , 4 `'111.'4' O' ''' 't' t1,1.• ,' .i4 , .., , „...,0,0,,,...,,,,...,,.., _ ,,,,,,,,,ow„.....„„....,„„.„„,..., „ ... .. f .v ‘, I• tIlel' e 1 • . e' ' ) h3/4 4,1 • TABLE VIII - CHARACTERISTIC RUNOFF COEFFICIEt1T CHART - : Values of coefficient, C ,. • Land Characteristic Average Gradient of Terrain , 1. •'• • ..• ' "4" ".. r Less than 2% ' 2% to 7% More than 7% T ,,,,, •••••••-••••••• • 1 al i W ' Asphalt or concrete 0.85 • 0.90 0.95 I t 01 Roofing 0.85 0.90 0.95 Grassy surface 0.20 0.25 • 0.30 ...t Bare soil 0.30 0.35 0.40 1 (t et I 51" • 1 ', •• I i irl - r 4 , • 1 . 1 , 't 1 4..J 4• I • ? ,i. t • I I, I ' ' ,4 ' , , , t ,., - 40 - ? 4; I . I , . 1* 1 . . , 0 • •• lo ii iiiiiwe It 4 It 4 41r ellkitik It" ..d� SIN i74 _' TABLE XI SSA' , OVERLAND FLOW TRAVEL TIME OF CONCENTRATION (MIN) 1 LENGTH OF AVERAGE GRADIENT OF TERRAIN OVERLAND FLOW (FT) 1% or 2% 4% 7% 10% or less more R,.. ABC ABC ABC ABC ABC ' 50 11 6.5 4 10 5.5 3 8.5 4 2 7.5 3.5 2 7 3 2 100 15 8.5 5 13 7.5 4 11.5 6.5 3 10 5.5 2 9 5 2 200 20 11 6 17 9.5 5 15 8.5 4 13 7.5 3 12.5 7 i? 41 300 23 13 7 20 11.5 6 18 10 5 16 9 4 14 8 3 A, 400 26 15 - 8 22 12.5 6.5 20 11 6 18 10 5 16 9 4 — 500 28 16 9 24 14 7 22 12.5 6.5 19 11 6 18 ].0 5 1 I 700 33 18 10 28 16 8 25 14 7.5 22 12 6.5 20 11 6 i This Table is to be used for Sheet Flow conditions only. SURFACE TYPE: A Grassy B Bare Soil C Rooftop/Paved i' lit i i 41 )44 1 - 44 111, - 1 o-svx 1111#sss 4 t? . ,,.,,:,, . , .,. ,,.., - - ..,, , ,., ,, i r'.,,-.,.,'► o ,"`' ;d art` f wn �. ,',-M.r,,l„ri LS.tyc .. '_....ameluwwratMee�s�MnitWfPd!!M.'11�+w��4m�w,ti.+.,.r...,.�nr,N,..�„vrswH'.w»r;w.�y:.,,�.��.,,_ .�.. , s • , CHANNEL GEOMETRY V - Shape - r ---.D-1 y d Cross-Sectional Area(A) - Zy2 • Top Width (T)- 2yZ jr Hydraulic Radius (R) = Zy ,. 2'Z2 + 1 Parabolic Shape H Till "c-------,,„---...-7.....11--------y :LI ctlA (A) 3 Ty 1.5A TopWidth (T) - l y T2yHydraulic Radius (R) = 1.5T2 + 4y2 Trapezoidal al Shape -1 kyZ=e 1-'11- b--4-.1- e ► Cross-Sectional Area (A) = by +Zy2 Top Width (T) = b+2 y z •• Hydraulic Radius (R) = by + Zy2 b + 2yIZ2 + 1 I Figure C-1 Geometric Formulas for Common Swale Shapes (from Livingston et al., 1984). I: , C-6 1;. . Prr, w.. +°. (' ., y n .4.* tfr +�w4r L*,'A.N'+ . ** Y11 C4i Mil4i�v iw+i .�w'.+awu�w'.a0...w.•r +ivri.....nn.w•,..-.y,____—.—'..Pw.epe. ..+..wrr+ 1, q.A +owrsMJsll.�Mwww-.ww....q---.+►•1^4M,^.^..• •" ^Kww...,+�r• . ;. a '4'* ` 410,.44 *, e' , ;+q .�1, r ' • + t, a t k 1w'.10 • , Or • , Table C-2 Guide for Selecting Degree of Retardance (a). y { Coverage Average Grass Height Degree of Retardance �. (inches) , Good >30 A Very high 11-24 B. High 6-10 C Moderate 2-6 D. Low < 2 E. Very low Fair >30 B. High 11-24 C Moderate 1 6-10 D. Low . 2-6 D. Low < 2 E Very low __ 1 , (a) After Chow (1959). In addition, Chow recommended selection of retardance C for a ,! grass-legume mixture 6-8 inches in height and D for the mixture 4-5 inches high. No '�'' retardance recommendations have appeared for emergent wetland species. Therefore, Ss, judgment must be used. Since these species generally grow less densely than grasses, using a et "fair" coverage would be a reasonable approach. I M' 1 • v 9. Refer to Figure C-2 and use the selected degree of retardance and Manning's n from step 2 to obtain a first approximation of VR, the product of velocity and hydraulic radius. 10. Compute hydraulic radius, using Vmax = 1.5 ft/s: R = VR F.q. 0-13 Vmax 11. Use Manning's equation to solve for the actual VR associated with this R and n: $ VR _ 1.n86 RI 667 �-n s Eq. G-14 where: VR is in units of ft2/s i , C-8 I r rt' ...-,�,,,,maty. .ova...+w+.....w.w..,,„„....vNY!N�llp�,.„,,„•Y'dEfti(}i..4"' � tY.......7.......... , IN f ..... ...+r+"+ .%e.'dMer•w...-. r�+.+ ,.-.... .r.......s_,__w�.,.w+�r►+.. .w*�Mr�.+�ne�w+n `"'*'rnWO.___ + _-,4, .mn.........�..ww..._ . ... ....wr ''ti� ��•r�'?Yn_}�,' - .....,.wrV+Mn,rw�.n.4WnMM�l1!MFrk,M � , 10) • .illIn • *F, . • ^ O N . t m . • C iir O E IL 1'. 1 rn o .5 a1 IF U_ J O O . FlI 7 = C > O N [] ' QI if i >-• .s on 0 a ' . ,,,, t` / 0 m _ 0) < co • Qpr r V U O `o F 1.11 a m m > L c v e , W v o � o H (J I. I: S cO U _ 0m = (I, Q H 117 m - Q r N f' / / CI > U CU7 1' it i ��. N 1 / l 1 '.t f7 N co CD In a' C") N ` O O O O O O rI ` '0:' U S. NINNV 1 C-9 I -. _ ..._.....,.+.nae I sxwrnozrerrwn.4Ny` py Mli7A�*reet.t.r. ,.:..,,... .. 1' !iWdl 11PWPA+a �• f y' • , 1 I �, .. r 7-147,7,41.rywin r Aigno ^A" ,, , * 010 . 'Ott* �.��f� 1C�'7.+77gi�1 1, SY.pL' ...d'; r .t t ,4 ..,....w, ..,„,.vyl6fk s"N'•tMaWn.r,.., —em,nrw. 04'T '' ,, Table C-3 Guide for Selecting Maximum Permissibleiv Swale Velocities for Stability (a). F.— • 1 Maximum Velocity (ft/s [m/s]) Cover Slope ' (%) Erosion-Resistant Soils Easily Eroded Soils Kentucky bluegrass 0-5 6 [1.8] 5 [1.5] • Tall fescue Kentucky bluegrass 5-10 5 [1.5] 4 [1.2] Ryegrasses Western wheatgrass • Crass-legume 0-5 5 [1.5] 4 [1.21 Mixture 5-10 4 [1.2] 3 [0.9] Red fescue . 0-5 3 [0.9] ''.5 [0.81 Redtop 5-10 Not recommended Not recom7nended >. Et (a) Adapted from Chow(1959), Livingston et al. (1984), and Goldman et al. (1986). 7-.`4"'�- `� , i ' f F'��Nii jF'r �a . Y,,/,,,4 4'. i',,,,';',1t.; '•oiC?, � 11R'yY t 10. Compute the actual V for the final des;; n conditions: kr c V R Fl �,. l t ' V R Eq. C– 15 E A Check to be sure V < V ,,,,l' Check max from step 4. y:} „ 11. Compute the required A for stability: �" zs VEq. C-16 r,�k,,. Irfir r q't 19 - - .,..,..•_r-.nnpWn+lWkn±"�W+'�r•nwv.:te.,,,,v.rwvnuw .._ ......... r .. ..,..�.,......, arw.wy.y. 1' l moic d vItaI `!.. J i '•`AW .'Wel l 4".""P'^` 4 {wee;_* Cn p. . 1 Afriviik 11.\ CITY OF TIGAD \\< EGo ,9jN March 16, 19'33 Let. Ruff Stark Architects 5285 .W Meadows Rd, Ste 340 41/0 Lake OswL,To, OR 970'5 RE: Traffic Impact Fee for LDS Church at 11065 SW North Dakota St Dear Applicant: Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $12,561.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note. (If you wish to exercise this second option please contact me for additional details.) The third is to defer payment until the building is approved for occupancy. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 3:30 p.m. on March 31, 1993 Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171 ext. 390. Sinc rel , LIZA Vi Goodwin Development Services Facilitator o: TIF file Building file 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — — --- N*.;f,ie_'_* _ ........+...«+.vin+.�wr..ww•.., ........,..,...rxww+:lms;:vxYWxh9!GY.t'.WnMnvvn. .... , 464.404 '.1 yk 4:. AM*.w.r"---.777,177" ,, rgMa'F*�11111A ""414"""."110. r,* ry*� ' ice CO DATE: PLANS CHFCK NO.: Cli PROJECT TITLE: COUNTYWIDE L vS • ee TRAFFIC IMPACT FEE APPLICANT: -�- WORKSHEET Lice eurF s-7Die ,3eCN/tEC?J1 (FOR NON-SINGLE FAMILY USES) MAIIJNG ADDRESS: 5ZB6_'SGJ/nDa15 _ a 3 5/0_ CITY/ZIP/PHONE: ' 0 RATE PER 4,'^ a I-01 (;--c. T7o3 s ?'i-"7/14/7 1k 1 , F .TE 'Y TRIP TAX MAP NO.: • I RESIDENTIAL _ _ $146.00 //1J'S" s /J No,ei D1),2b74 57- INESS AND COMMERCIAL '. 7.00 SITUS NO.ADDRESS: III •FFJCE _ $134.1) /5/ 35/De 7/ 33O —, 114 INDUSTRIAL •,141.00 INSTITUTIONAL __ $60.00 . PAYMENT METHOD: CASH/CHECK Cr EDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY NOTE) ' USE CATEGORY DESCRIPTION qFUSE WEEKDAY AVG TRIP RATE WEEKEND AVE TRIP RA DEFER TO OCCUPANCY 42:124 �.�/ 5-bo Cof tE-1 '1. 70 l e./e BASIS. �] Gclai c rit,{ t-uy2#-.L 2J eth,d7-4A-c4<-1-t. 1 / el, s 7G �'ft .c C &VL 44--t4. ..ir,,.t� ,L +..aye . 0 CALCULATIONS: - 6. S. F. x Iv- of 7'C'/AS x 7R//' R/I—r .. /iv l)OLG4,C6 77 r= . i / 1, 5/7t, x0x7. 90) *- i x e?/e) X 4kp.06,=- 141,215/16?=sit IZ,561.DO ,1 7 PROJECT TRIP GENERATION: i r __[Q1 DIyer/V T \)Lir FEE: .4 1.2, p 0 ADDITIONAL NOTES: Mk ACCOUNTING PURPOSES ONLY: 7G-S. F = %,4-Uh,4447.) G&OSS saierm PC rCE7 M455 Tei s,T i Ii, z,zgq.00 ZV TIraT/ONAC TIF- , 410, ;leg.,004- PREPARED BY' /9 , zR�_ C. ,u ztoss 4-414 V�G' _ CC: WASHINGTON COUNTY TIE NOTEBOOK form tif10 .�,..__... a�•�,w ..,o..,., ,..,..,., ate, ., «, ,, .M.,. .. . ,.w„w....• .,, ��+ `;11y�{t ,...-..............411„. "7777=7"7"117,"et ' '' • -41Ik ., -- .40 , 4 . ' *.° . ' - ' • . 4's ' ' ' ' - r ' 14,- • • . . • . . , .., . • . . . • . 7,,, ..,,.., . ',..,,,, . ,., '3. • 0., 31 ii 1 - tti .4. • . ,. . .... _. ,._ . . .. . 4 fib , „ , . Iius. ,I . • lti:Okri .. RECEIPT OV PA'rMENT PLII. IP1 NU. 93 "U I CHEEK omouwr : 4u ,. r. CHURCH OF LA1TFR-OAY CA-1%1H ...i1,101.1N r : 16. lAk1 ilk:' • Milr. AODRES 1 0 LAST NORTH TMPLE': STREE1 P1YMN1 DATE 3 1. ' /' 3 LT LAVE CITY. UTAH bLIEDIVI : . 1 PURPOSE OF PAYMENT AMOUNI PHID PURPObF OF PAYMENT AMOUNT PAID , I . . . . .........,. .... . . ....... . .. ... . .. i . . ................_.........,..._ ...,...... ... • ''I AN CHEL4 FL: j.....5.'.''.. ,. Ate..., Toot..o r IN VALI_ 1!...',7:.?..;. "i•.•el 00,,,H, , • I , • 1 . .. I , , 400:: „ . 1 1 , Isyn:41_ AMOONI ' 111i; , 41 ,7"''':,., i•:•s1.1", I i • r • 1. . . . . . .,. ,.riz••!•••..,::'.•••••*,,...'"•••••'-''''''..•.;... '4','.1'' , •• ' ' „ . . , . ., .. t'rk.• • *•- ....';''..7.),. • • .. ' '..•• " • .:'. .' ..'.1:.'.. ..,.' .'-',..,...:.,. .,..-',',',.•;i'i:•,.:,,,,:..,•..,:. '•,Y''.....-,' '. ". ., • Cf.,. ''''''',•'•";.. ..^.-•• : •',. ' . •' I'',.'.,. • -',: !'•'-', w' R .,n '93-03-12 11:42 HTHY $ HS O IiTES P. 1 , • � 1 r1SSOCIf1CS, INC. `, ' _ & cOriSUt TING ELECTRICAL EDGY €cZS ),J 9C13 N.E. Hwy. 09 - Sults A Vancouver, WA 98885 (206) 674-0104 (603) 208-2488 • /• FAX TRANSMITTAL FORM _ CO DATE: 1,3//d/9 a TIME: LI S Q FAX TRANSMITTAL TO: Jo A n Z Ii. .r k4:0 COMPANY NAME: - _ - ___-- FAX NUMBER: 503) &R,L71 -'4 i 49 ! FAX TRANSMITTAL FROM: T-ti(3-tl ATHAY & ASSOCIATES, INC. 9013 N.E. Hwy. 99 - Suite R Vancouver, WA 98668 Telephone No. : ( 206) 574-0199 ( 503 ) 285-2456 , Fax Phone No. : ( 206) 574-0209 , ,, • Number of pages being transmitted including this sheet: REGARDING: T II/r'ck Yl, )e IL- g�+r' L.L� v �J _.0 ....dt-• _ ' • t . •_ . J�-e. E-h e. `� r Code_ Cti_r\ a---,-1 _• rrr1S_ ' 1 ti, 40, -, ii _______ 1 ) 1 t }c 3 t !-,!.,:,)',,,i,,,, ; .• i r w, ,,;,,-.,.:::,,,,'1 N t¢ 1 ^,y,..' A .,:;::',:t.µ -.af :'''4: '4y„:r;10010*„‘. 1 v + 'y ;''''•''' + t'r•e • - Mer•1 * 1/!• . ' '93-03-12 11:42 ATHAY 8, ASSOCIATES _ P.2 Form bta . INTERIOR LIGHTING POWER PAC) F- l . 11111 • A_.. interior (a) (b) (c) (d) (a) • `...) Lighting Power Density Floor Area Multiply Power Cccupan' i Group Space Type (W/s0 (sl) (c)by(d) Budget eQ z . I c N X12 C H._ I . 7 �,8 8 . 11111 - 57 5 Z cL,fZM aFlc r 7 7, ( 2 i�- — _-ifing 1. total Interior Lighting Power Budget(W). Add amounts in column(a) 3 Z gel t71 i .rte Demme Interior (e) (b) (c) (d) (e) (1) Optional Control Credit.• Lighting Luminaire Description: Lumin• From Ouani ty (g) ' (h) (I) (J) "' Power Fixture a+re Tab of Quantity Lum' Lamps __ . Power 50Lumi Multiply Control PAF with Multiply _Ballasts (W) (YM) nacres (c)by(e) Code Value Controls (c)x(h) x(I) through mans r� -5ttRFAG _ _ • opdona� N F .2- F 4o W w 86 y 541- 4-(4-g- ce o,3 0 6 15 5 centro!are used, enter the PAF -- =' .—_ C F2 ._g�F4oww 172 Y 21- 412.8 F-� If you Hera more -E—n luminaire U (Z � — tynnwlt a F 3 J -k 4 Q v'--j-`" 50 Y 7350 w.k ( - rums v.can Bt — .r—.---`-. _- `_-- on this form.tile l N too.th.,gut mu. Imo . Identify5 — each gape by SS R l P ty �, W .,84 oC 17 Z circling one �-F 4:�U•�-- soompreete die, ....5_."1_,R 1L'-.__ _— I 1 F6 ►--_- _- 50 Y 17 B 50 _ _ 4 F6 i— F4.0tAly.- 5d y it zoo y • 6a ._ _F1L�. — L_ F j,a `AI .3 2, J Y 5 ) 2 5 ____ .... , F - 1 2. Total columns(f) &(J) 118 31-11111111111W 5,_-) - 0 y 3. Total Adjusted Lighting Power(W). Subtract 2())from 2(1 1 6 ,? / e ---.. (p 4. Does design meet target? Enter°Y"if line 3 Is less than line t. Otherwise,redesign. L_� r 'Control Daylight Senslnp _ Cod7pAF • Other Control ypes�` Code PAF — -----. —=— Code ONOff 0 0 10 Programmable Timing p -�,,;5 1/4.-/Table Multi-Stepped Dimming M 0.20 Lumen Maintenance l Continuous D�mmin I 0.10 g 1_ C 0 30 Occupanc,r Sensor 0.30 Ammerim.n>r ..../emmeesmimagassommeasseenweinemiiimormeierieemeiemie ,, ar.� .,..•„.,,,„, wr ......J •'- HJ-12 11:43 WNWR ASSOCIPTEc. P.3 Form 5a INTERIOR LIGHTING POWER FAG E 2 sir 1.11111111111111Na I Interior r (+) (b) (p) ) (a) 0 Lighting Power Oens,ty Floor dArea Multiply Power Occupancy Group Space Type (W/sf) (6f) (c)by(d) Budget —' - - —_ , at 1. Total Interior Lighting Power Budget(W). Add amounts in column(e) Interior (a) (b) (c)�(d) (e) (1) Optional Control Cndlt•• —7 w Lighting Luminaire Description: Lumin- From Quantity (g) (h) (I) (1) Power Fixture aire Tab. of Quantity Lurn. Lamps Power 5a? Lumi- Multiply Control PAF with Multiply •Columns(D) _ I.D. Ballasts (W) (Y/N) naires (c)by(e) Code Value Controls (c)x(h) x(i) through GU are _5_z_o_i- ___. otrcnat. n pAQ3 6 CAF.- 156 Y a 3 0 0 controls an uud, ry ,A anter the PAF - .-_ — ' value from Control E,X1 e(UU 2. W L • Cods Table below. FII L V 5 6 I Y , (P..xie(. t o ta- c ,c z, maw more exT , _Wr-LC"' 4'wnaire a F )2 _Lid— 35 41 (E.)cr-F_rz. 1 O z ( _ mans than an t Q-. � . A42.- on this form,Ms W A L (3 14 1- �-' together r►�or more s F 1 _ \0 0 y , 1 0 0 below. Wary each&citpave by F 14 -r(y�'As. ss ! apwopreate ole. N R 1 FIS ( N � M T.HF/�T2�C N � l5� / ?ER.Fo'e_MMNCe ov,L1 . 2 F I N DRN 172 Y _ sem"'' 8 I37 �� 3 ,. _� N OA WE �- - — .._.- .i_—_t_-_ 4 �- 1 f 6 F4Q 1^-1W 258 1 'F 1 oz 5 5 F18 , S F2�AcF -- _� �- 44 w 86 Y 18 1548 ` 6 2. Total columns(I)g G) __ _ _�____ ___�-/— ,{ T. ____ __._ • 7 3. Total f_�_ 43 5 t� '"� ,:_... .;,. _ Adjusted Lighting Power(W). Subtract 2(jl from 2(f) ��C! e Jlj 4. Does design meat target? Enter"Y'if line 3 is less than line 1. Otherwise, redesign t 'Control Daylight Sensing - '- Code PAF Other Control Types Code PAF ' Code On/Off ~- ._ 0 0.10---- Programmable Timing P 0,1 5 -.-Table Multi-Stepped Dimming M 0 20 Lumen Maintenance 0.30 L ( 0.10 immuniiminimimmumnimmummumnisanameinemmounmummennContinuous Dimming C Occupancy Seei S I 0.30 �. 1 tin 6 M1 lu i 714 tlifl ;ti tl . - • I e '�� • 1 • I I' 1 ! i 11Y tr . 1 IRI i- 1 . • I� t I II I • •I 1 a r. - tJ � 11:-J`= HLHH H_,'-:1_II-IHTES =37=37,.- Form 5a i If : INTERIOR LIGHTING POWER ?Ac,Fr. 3 • - r •� xnterlor (a) (b) (c) (d) (a) ` Lighting Power Density Floor Area Multiply ' Power Occupancy Group Space Type (W/sf) (sq (c)by(d) Budget r', -- r:: - , 4111t I 0 . 1. Total Interior Lighting Power Budget(W). Add amounts in column(e) Interior (o) (b) (c) (d) (e) (I) Optional Control Credits' Lighting Luminaire Description: Lunn- From Quantity (g) T (h) (i; (1) Power _ Fixture aire Tab. of Quan'ity Lum. Lamps Power 5a? Lumi- Multiply Control PAF with Multiply •Columns(g) I.D. — Ballasts (W) (Y/N) naires (c)by(e) Code Value Contro s (c)x (h)x(i) 1 through 0)are \A/ L.L A K� Q— - -- F U 2- I controle aoptionaL re toed ��q 2–--P P(. 34 Y 6 I , enter the PAP --, _– +' value loom Control i Po E. Lr . _ • coca rasa bsrowr Flo I ci 0 L,A __ I T 3 Y (e c R t o& '� If you haw mon t a_-_,-1-- . r • tYPe$tonaoa or _ - - I ( roans than can Rt m -_ - I on this form,fps • A 6 c t ----_-- two or noon forms 22.6 foplther as shown1 dna ng ;PIP� •cicroaraata tae. � 3 S 6 I -Ir ) �rt ��ff f -----:::f61011:17;.:';" '�''.�rr,i ti� . n7� 3 -- —._. Id 11 - 4 � f J �f1. f7 p • 1 --- 2. Total columns(I)&(J) 3. Total Adjusted Lighting Power(W). Subtract 2 U)from 2(f) —— a 4, Does design meet target? Enter'Y"if line 3 is less than line 1. Otherwise,redesign , / 1 t 1 Control Daylight Sensing Code PAF _Other Control Types Code l PAF Code On/OIt 0 0.10 Programmable Timing �'�P 0.15 } Table MUIII-Stepped Dimming M 0 20 Lumen Maintenance i Continuous Dimming C 0 30 L 0. 0 • _._� ' Occupancy Sensor S 0.330 .CrtY NfJ fo,,, i,". 13 yy4Frit t \ - j ?:!;d''',',..1:41: :','?:'''''?'' Y:. Axl 7,1 ' wemu"j 404411040/ /f rtip n".frt J 1' 4AL;i. 1 ..\104,,1,41,F, Lig ;M I,,.,41,A ifli,'''4',„'}'4,,,,,4",yi,..: d'L'h} i rt!� r'i 1v w1.t M' 14GI''': 4,4"ivq''i f':l"<' I 1 � ¢ S . � '93-02-12 11:46 ATHAY & ASSOCIATES P' i. ' .,,,,-,'..,,,,,,,o, Form 5b , wTn p/G E 4 � a INTERIOR SWITCHI�. ..� 8z LUMINAIRE COUNT ,, ._.., (e) (b) 1 (c,Td) -- (I) y Note 1: Check it I I Count of Interior Non-exempted Luminaires and Control Type space 1s under I — 1 —. 400 at and has " w N 3 • I.D I.D. I.D I.D. I.D. I.D. I,D. I.D. I.D. LD. I.D, I.D. I.D. j cionro8allocal v c v c .§ • (F t l(Fld1 (F81 1F91 (F31 (F -1 ( I ( 1 ( 1 ( I ( I ( 1 ( 1 I Note 2; Chock it Room J�tuber d '.) Code Code Code Code Code Code Code Code Code Code Code Code Code '. space Is over 400 or D',scription (✓) (✓) (✓) I I I I ( I I I ( I I 1 1 1 ) ( I ( I I I ( I I 1 ,. • I w stand has - controls to 1 O 1 ' — decrease lighting _ F F r 1/ 2 power by ,10 2/O ✓ one-hail,while ,, ( malntining partial --._—r—— :.i lighting rho pl,oul 103/.r F V 4_.----- L r the mac.. _ __L -__ • Note 3: Check if `104/01:r: �� Z space has 1 uJr ` � • windows and has /G c�Y,� /� commis to turn oft •-- ,1 r 1 i1,, fixture nearest to 1(36/ windows. ___J ME N's V _—--_ I_.__1- I - — Column(e),enter 1° ,C V. I I the luminaire j U g�W — — -t- - --- • identification number. if fV 'ill _ 1 — I ' lighting control is o used,enter the CO(.1..ll, , ^i� I •_ control°ode tram i '- - -- 1 Control Codd 10 .•-- °/ 0 Table below. (!1 -_-ItIII you have more .ST. ✓ I luminaire t)pealcontrob or ( 12 V rooms than an RI S-- --- _ _-, —_ on this foffn,die 13/C5 T ✓ two a more tonna• .�_ - _ rcipether u 1 14 -� • shown below. Roo r-1 ✓� I identify• each each l _---- -- _ Page by circling ' ' 5T0 V I •• the appropreele We. 1 1 6/ ✓ ? + //5F(z., , V. 4. IA 1B 1C -----4 - icLiL • 2A 28 2C 1 19)c, ,-, V r� - L4A 4B 4C 1. Total luminaires 26 9 Z 2 I 1) 11111111111=1111114 -- ,' Control Daylight Sensin 9 Code Other Control Type, Code _ Code Unioff _— _ O Programmable Timing p ' Table Multi•Stepped Dimming M Lumen Maintenance L Continuous Dimming C - Occupancy Sensor S 1110 1 e .iiii. • j ten, .. r +, . ,. q ':!1 • d ,`. t)4kei w �.. ') p1 M' ' q .'�:•. .,Ms w 1)M �Jh'%�WlM+ +,n .. °� :.i � di,, r . x `*3101.11!**' � "'4,r' yr iaYW1 tjer11 [...or ' . .......---.......,.— . . ..,, 2 11:47 ATHAY & ASSOCIATES P.E. 5 ` PAC Forge 5b INTERIOR SWITCHING & LUMINAIRE COUNT Note 1. Check If tel (o) (d) Cov'r of Interior Non-exempted Luminaires and Control Type spas N ands - --.. ._. __—.i r 400 al and ha `) I.D. 1.0. I.D. I.D. 1.0. I,D. I.D. I.D. I.D. I.D. I.D. I.D. 1.0. in uallocal 8trols. v- g cv R (t`I l l F�{l tF81 f('R1 I F31 (F131 •f 1 ( 1 ( I t II I t I I 1 •k • m Code Code Code Code Code Code Code Code Cods Code Code Code Code I• Nor.?.' Chechll Room Number � .7. 3f II 1 ( II l ( li li 1 ( 1 ( 1 ( 1 ( 1t 11 1 a ( space is overr00 or Description (,/) (/) -�__ - al and has controls to 12.1 I I decruse lighting _ power by (ZZIN 1 ono-half,while r F c 1 Mil mainlining partial lighting Ihoughout 12 3/C Lg.. e q. 111 the space. --.... ..- - Note.3: Check If 1 Z 41 C 2 1 _ spare has J' -`'~ windows and has ,Z C L. (Z 2 controls to tum oil fixtures Hearn!to 12 6 c L R. I _ IIIw�ndowa. Column(e),enter )2 q 7 F 2. 1 I I� the luminaire identification 13 1 3 0 IIIII number. H • 0 M 2 I I Donna la 131/ I useBIM used.anter the V EST ----- . . L,/ control cods from • Control Coo* ,3�/v Ec,-r III I Taw.wow, 133/ U� © 2 If you have more . lumkulre (3 2. ' 4,m/controls or C L R • rooms than can fit i lc -1 on Mit form,No :J hvn or more forma C �,R Z - together a 116 shown wow. G L 2• ill Z 4 ld ntlry each - ,- QIII 2 I. ww�r aronng 137 G � ,,,, the appropr.at. / --- i — - ' rile. 138 c I.2 ✓ Z IIII 1A iB 1C 1" C. ✓ 2 I r 2A 28 2C 14I 51-Alit t/ _ ill _ r 3A 3B 3C Vf 2. F l,F V 4A 4B 4C 1. Total luminaires /-7 2 Z 3 I `,. Control Daylight Sensing _Code __ Other Control Types Code Code ONUII O Programmable Timing P Table Multi-Stepped Dimming M Lumen Maintenance L Continuous Dimming C Occupancy Sensor S j , rk• _ ,, ,. , . ... ,. T .. Yf Mt' 'EO,: r 'yr....'ageM+tr'a"'"��H fitNM1clr l6r' !r'",kc^ q ,0., ,,iiy.i;''N44or -r .' „ '93-03-12 11:49 ` , ATHAY & ASSOCIHTES• • - p. • Form 5b PAG E_ G1 • • INTERIOR SWITCHING & LUMINAIRE COUNT Nolo 1: Check It Count of Interior Non-exempted Luminaires and Control Type � ,,,.. spec,is under -- 400aland huN <%i I.D. I.D. I.D. I.D. I.D. I.D. I.D. 1.0. 1.0. I.D. I.D. I.D. I.D. controlsindividual local g 8 a D [FI l[F31 (F41 (F181 (F111FI61 (F111 1F11 ( F51 (Plot IF111 IFZI [ I i4 ; ‘Ii; iii Code Code Code Code Code Code Code Code Code Code Code CodeCodeNote?: Choclkll Room Number 7 ` o 3 v sspacel�sver400 or Description (/) (✓j (✓) ( II II 1 ( II II II I ( 1 ( I ( 11 1 ( II 1 41 IP controls t fighting Y�0 r�' I4-/A 16 11111 power by I 44 MAT, one-half,while ✓ .r malntlning partial ---� — - lighting thoughout (4 /5-r0 a_ V I the space. -__ _-_.�_- I46 " • Note 3: Check 11 1 VF-5 T ` I space has 14,-J- - ___ T_ windows and has lc t. t?_ ✓ Z controls to turn off '----. --- • fixturesn nearest to 14 /1-1.-T ✓ I 151 fC L R --_- \ Y -` Column Ie),enter 2 the luminaire -' --- .. identification 15 2A 2 ✓ number. N _ - - llghting control is I 53 1 used,enter the /C Le COL ✓ 2 \__... control code from 150 —-- — Control Code /0 F ICL ✓ 4 ,' Table below. If you have more nFF t C FV lumlnaln 15 - - -- 6 tyvsabontrob or /c.L E R Ie-- V Z rooms Nananfit on this ( - --form,We Mn or mon forms �7/E ..Ec. V _�.. I 4 r • r ether as shown below. i58AAG. V 1 It 9. Identify each •---,-� page by circling 15q JROT ru h ✓ �- the apfnrete 1 / -- _ , • Me. et) C HA E V / PL. 6 X022 16tCULT, - yt/ _�� --_ 8 GTS 1A 1B 1C I64/CNLT, v S '-`- /cr . v 8 CT 2 �__--4_ .3A 3B 3C. M164 c t..R V 4 4A 4B 4C 1. Total luminaires 7.$ 3 10 9' I b lo 30 z 4- 24 .._. Control Daylight Sensing_ __Code Other Control Types _ Code Code On/OIf '�! O Programmable Timing p Table Multi•Stepped Dimming M Lumen Maintenance p Continuous Dimming `-` - C Occupancy Sensor s H ► �'""..{l, .., ,t ; •N' {II ' 2" Ft " p ' 7 `x1" a , 0"" ' " by . yti •ire • IL 33-03-12 11150 ATHAY & ASSOCIATES ;r F• oan 5b PGF 7 , • INTERIOR SWI'T'CHING & LUMINAIRE COUNT I ■ Mete t: Check Il Count of Interior Non-exempted Luminaires and Control Type - ";,. apace is under - - _ 400 al and hasc� o� 1.0. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. 1.0. I.D. I.D. I.E). Individual local a' 8 2 ° °' [Pi](F61 4 '51 (F(61 (Fte 1 1 11 1 l ( 1 ( If 1 ( l ( 1 controls. m 2 v 2 � g c s > d a Code Code Code Code Code Code Code Code Code Code Code Code Code " " { Note 4: Check n Froom Number n , at ; " ( ) ( 1 ( lI 1I 1 ( 1 ( lI 1 ( 1 ( 1 ( 11 i ( ) �:. ,,,.... space is over 400 or Description (✓) (✓) (✓) ' .' w el and has -- _— o acro 16501.2 1% Ip - - -. IIIIIIIII ;aaaaa pphtlnp dcontrols power by dna-hen,W17/4 Fl F_ZZ iUSIZ• � ,.,•.,,'•4.; G. malntkwnp partial Y Hphdr% tffduphout 1 b 6 E)41 r ac(t N /a II 1111111 _ I • rhe specs.Note 3: Check 1f !b7 ET N/i"T^^) I ■ space has _ ■ windows and has controls to rum or/ fixtures rant to A - al amil Column(a),enter 11111111 � the luminalre -.. -- — -_ .f ldenllfcadon 1111 i number. If uerol the III INN. used,Inter N» control Cade from - —� ■ _— IIIIIIIII Control Code T ble Ifbelow. - _ — - Mill 1 !l you have more _ luminaireLi -� fypeaA ontroh or • rooms than can fit _ _ __ NMI on this form,rile two or mon tonna • together as thrown below -—-— - lila. Identify each page by dreNnp • the appropreate .._...-_ -tile. --- -I_ — .-- III .1111111 • IIIII Ill to 19 1C ill 2A 28 2C - - 111. 3A 3B 3C -" - I 4A 48 4C 1. Total luminaires 10 17 Z 2 8 • 9 •`. Control -Daylight Sensing Code �~ Other Control Types _ Coda Code On/Oil - .._... 0 T ' Programmable Timing P Table Multi-Stepped Dmming M Lumen Maintenance L Continuous Dimming C Occupancy Sensor S .s.are>, moimemarisemsamissimmisimagaismnimisamossammatie I:. +rw� y', •ww,.v� .rear".. yY '.0 ,,1P. t � , ;* Mgr 7,,�� %,t, �- .1 *•`' tf. .; , ,�, ds�. ..n „ 4� e [---. '93-03-12 11:52 ATHAY & ASSOCIATES ....gyp. Form 5c !` ETEItIOIt LIGHTING '�' � : • r A Ci Lighting 1.len Length of building 'V ._- Power g perimeter(ft} 1517-Hud et 2. Total Exterior Lighting Power Budget(W). Multiply line 1 by 7 5 IA-A 0 Exterior T ' (a) (b) (c) .?E' Luminaire ___ Count of Exterior Non exempted Luminaires ‘2311111t Automatic Lum Lum. Lum. Lum. Lum. Lum. Lum. Lum. Type of Controls? I D. I.D. I D. I.D. 1.D. I.D. I.D. I.D. •ANextort, Exterior Lighting (Y/N)' 1;I11 (F1'a, ( ( ) ( ) ( ) ( ) Iumfalnai must F i 1 , — Mw wrong* +V; controls — �__.___-- f. II 3. Total luminaires 1 1 J po Exterior (a) -T (b) Luminaire Description. -T (c) r (d) (e) (n l Lighting Fixture Luminalre Frcm Power Luminaire Lamps Power Table 5a? Number Multiply I.D. Ballasts -I (W) (YIN) of Luminaires (c)by(e) d Fid ►- � 50 �- 6I ' Y 6 ,1 A R- i__ 66 . A.-..t. : c.r • fi_'Z __ 5 41- __z 6 8 — —.._._- - - ,.-.__ - `'` `' 10197 t --- - u , /P � • � 10, 'I7 D I} V 4. Total Exterior Lighting Power(W). Total amounts in column(I) -- — — __. _ 454 5. Does design meet target? Enter"Y"it line 4 is less than line 2Otherwise,redesign. �( 1 -- 1 I I • "`"000. .;rFt; '�q iwr .: AMMON, =MMIM . . ~ ' `.~` r qi‘fli ' � ' _- =�. ~ 0 ^ / ^ ^� . CITYOF TURD / PERMlT c� �'�� PERMIT # ^ BUP93-0004 'I"COMMUNITY DEVELOPMENT DEPARTMENT ,u1ouawHail Blvd. poBac onm7.nm=u.Oregon mnumockell*i49171 \. ,/ DOTE ISSUED: 0i/20/93 , ''' 4 ' --'----' SITE ADDRESS. . . : 11065 SW NORTH DAKOTA SF PARCEL: 1S134DB-00300 ' ' SUBDIVISION. . " . : ZONING: R-4. 5 . . BLOCK m LOT ^ ' � � ______ _________--______ ____-_____-______ ___-______-_-__ � . REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- . CLASS OF WORK. :DEM FIRST ^ sf N: S: E: W: ` TYPE OF USE. . . :SF SECOND. . . : sf PROTECT OPENINGS?---------- TYPE OF CONST. :5N THIRD ^ of N: S: E: Wu . OCCUPANCY BRP. :R3 TOTAL------: 0 sf ROOF CONST: FIRE RET? : �b OCCUPANCY LOAD: BASEMENT. : of AREA SEP. RATED: STOR. : HT. : ft GARAGE. . . : sf OCCU SEP. RATED, BSMT?: MEZZ?: REQD SETBACKS-------- REQUIRED-------- ----- 1111�FLOOR LOAD ^ psf LEFr: ft RGHT: ft FlR SPKLx SMOK DET. . " ` DWELLING UNITS: FRNTx ft REAR: ft FIR ALRM: HNLICP ACC: , 8EDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE. $ : 0 Remarks: Demolish existing SFD and related accessory buildings. All debris to be removed. ^ Owner: ----------------------------------- ---- FEES ---- [T4..,y.- LDS CHURCH type amount by date recpt 50 E N TEMPLE 22ND FLR PRMT $ 25. 00 BCR 01/20/93 - 5PCT $ 1. 25 BCH 01/20/93 - SALT LAKE CITY UT 84150 ' Phone #: . '` Contractor: ----------------------------- ` . JOSEPH HUGHES CONSTRUCTION � 10110 SW NIMBUS SUITE H-1 i 7IGARD OR 97223 --------------- - - -_ ) Phone #: 620-8134 $ 26. 25 TOTAL .,/ !`i! Reg #. ' : 45645 This p�^it i, issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done wansrdmzewith approved plans. This permit will expire if work is not started l8N days of issuance, or if work is suspended for more Pump/Fill .Q5Uep1tREicD INSPECT IONS - ---- .Cap sewer l ine F inal Inspect ion than (80das. __ ��-------------- ( ' Permittee Signature : -------- ------ ---------- --- ___ [ ssued By : _ ___ __—____ ------- ---------' ----- Call for inspection - 639-4175 , ' ! ' `, / _ ____ _ } -_- - / ' . , ____ '� � �`� ` ' . ` ^ ��- � � i� /~.! ��r�?�� ' ��/ '�'��7�` ' ,'�� ,/�� ` . ` ""�. ... ._.:+, i ,,,.t�aV,«W . w' 9°' H'r�vr�� y. �T* ' N, *y' ?7 4tte, 4.A" .� � �M � ,fi'�� M "^�khMtr'",t AM"'� '"eta"�M�' �' may, ' . r-- '. 's :oiso • 131u sw HAI tsNa. PLNCK/REGI # CITY . OF TIGARD PERMIT # COMMUNITY DEVELOPMENT DEPARTMENT Tigard,Oregon 972/3 (SO3)09-4171 DATE ISSUED —_ JOB ADDRESS: �/®6*S se.. -.i�s�,4c-tsT/9-- TAX MAP/LOT _ SUB: LOT: _ _ LAND USE: VALUATION: QWNER SPECIAL NOTES I NAME: G .CT _ REISSUE OF: al ADDRESS: _Se) -. // _ i c,- k.'�-E 2 Z ti✓ma. LAST REISSUE: �T g'`��c-r� FLOOD PLAIN/ .. PHONE: — SENSITIVE LAND: - CONTRACTOR APPROVALS REQUIRED NAME: — __ PLANNING: ADDRESS: _ __� ENGINEERING: _ FIRE DEPT: PHONE: __ _ ----__-_ OTHER: CONTR. BOARD #: EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: - v LIST/SUBCONTRACTORS: MECH: -- —_ BUS TAX: ARCH/ENGINEER CALCULATIONS: NAME: ___ TRUSS DETAILS: ADDRESS: _ OTHER: PHONE: —_ PROPOSED BLDG. USE: > ,it-, cD --- COMMENTS: _ _ _ ---- -- APPLICANT SIGNATURE Received By: _ OaLe Received: l e PERMIT # ACC T # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees - I 10-431 00 Plumbing Permit Fees —-- 10-431 01 Mechanical Permit Fees10-230 01 State Building Tax (5%) - r 2 C -- Building Plumbing Mechanical a 10-433 00 Plans Check Fee — Building Plumbing Mechanical -. 10-230 06 Fire - --- 30-202 00 Sewer Connection - 30-444 00 Sewer Inspection — 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees ----- 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees -_ 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) — _ — 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) — 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) _ - I 10TAL nm/3587P.WPF jyape ri X �1 t4 r . . ,. , ntioT ' .4''''' ''...4.1,:.114'.'"Lt '°:' '40* *41.40411111#i*t.,.'.':~Off**.5:01i104:#04kf,:04101•44 47*l',4e''''4:''':::i'P '!F.4'44.,',‘:(,', -- i . 11" ..., ..,' i 1 . i . . . ! • f ; . ) • — — . . . .. . — . 1 .. „ 1 , I •' ' l * . . . ,. .. CITY OF TIOARD - RECEIPT OF PEC AYMENT REIPT NO , — ,. CHECK AMOUNT : .-:!.6. 2','; '. NAME 1 JCP14 HIIGHES CASH AMOUNT CON't..iTRUCTION, INC . PAYMENT DATE : 01/20/93 10170 SW NIMBUS, SIC H-1 SUBDIVISION PURPWT OF PAYMtNi AMOUNT PAID PURPOBE OF PAYMENT AMOUNT POlD I !) - ___..............______ , ......_..........._....,............ ....._ i iNTLDINU PERM PUP93—04 C25. 00 ...,T. FOLPER 1. 25 . , 1 , • , ..) • . . . . , c .. .1 4- ... ,i. TAI( AMOUNT PATO — • 26. :,:r.., .o I . , , # . , . .....,?... " . . , ::C ',3•R:ri; ‘',i....,‘:'''' ' ' ' o . . . • , — ., ,,,,, \ : . ' . ' ' . ' ,' . ' • . ,.,:,-.1,,,:'i,•'i , * . Project MManual is • TIGARD 1, METZGER 1 & 2 • sue aw ▪LATTU CAY SAMS WARDS MIETTIING JECD,JE� 11065 SW North Dakota Street Tigard,Oregon eS,02)Akar_ 411) ,rivitAND,C F1 v/ ti r OF INITIAL SUBMITTAL SET January 15, 1993 LEE eirm RUFF ! ,': STARK E AR CHI T EC T S 5285 S.W.MEADOWS ROAD. SUITE 340.LAKE OSW1'.t30,OR.97035 (503)684.4747 FAX 0'03)684.4747 /I 1 ,..0r > '`'M i, 4 I, 'ev."�'7,,,� i-v,A"".Y,+'v 5c ,.� ,1y.yy,-...rt �" ''1 1 �t.,--s,,h.39'N.,,..,,,, ;,� „ , Y,A*. ..ter r' Y ., P• r ; 1 - TlpvrdIMNzper Meeting House 0IMMon00 1 TABLE of CONTENTS • , BIDDING REQUIREMENTS ''"' NOTICE i O BIDDERS . '~ INSTRUCTIONS TO BIDDERS INFORMATION AVAILABLE TO BIDDERS • Geotechnical Data 0,-; SAMPLE FORMS ° 0 Substitution Request Form Bid Form Proposed Subcontractors & Suppliers List I Form of Agreement Construction Material Asbestos Statement Operation& Maintenance Manual Submission Cover Sheet .' i . .. • NDITION rl ' GENERAL CONDITIONS SUPPLEMENTARY CONDITIONS 1 SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS 01 000 GENERAL • • i' I 01 010 SUMMARY OF THE WORK . 01 011 WORK COVERED BY CONTRACT DOCUMENTS 01.013 WORK UNDER SEPARATE CONTRACT ' 01 040 COORDINATION 1,.. 01 045 CUTTING&PATCHING 1 : 01 060 REGULATORY REQUIREMENTS 01 062 EASEMENTS, PERMITS, & REGULATIONS 01 090 REFERENCES 01 092 ABBREVIATIONSk'.. . , 01 100 SPECIAL PROJECT PROCEDURES ri\ , 01 101 SPECIAL SERVICES REQUIRED ►y. 01 102 ACCELERATION OF THE WORK 01 200 PROJECT MEETINGS Tee.AA.Stark Architects -1511F-15151"-- ' . r r:. r p' ?i#, �}•, 1 icy., '" ,r 4.� ;'4.�a ,1 -,. ' , ` ,'' n. Vw M • _. . w.wwv.rwwM•w..«-.wn 1 q .w•...ww��rwww.n�,w^++•�rw^+.'es�r+wiwr..y, �e+iwre• .e+w.r-. ., r.ww.'•.-.�.w..,r .-.—...-.. ... .,... r / i111n �Or1110 imik 1 - TigardlMetzgar MeetirIg House i. '``• 01 210 CONFERENCE 01 220 PROGRESS MEETINGS .' • ' 01 300 SUBMITTALS .W 1 i , 01 301 GENERAL 01 310 PROGRESS SCHEDULE , i , 01 315 SUBMITTAL SCHEDULE '1 01 320 PROGRESS REPORTS , I01 340 SHOP DRAWINGS, PRODUCT DATA, & SAMPLES 1 O 01 370 SCHEDULE OF VALUES 01 400 QUALITY CONTROLS 1O 01 410 TESTING LABORATORY SERVICES 01 440 CONTRACTOR'S QUALITY CONTROL 01 500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 01 511 TEMPORARY ELECTRICITY 01 512 TEMPORARY LIGHTING 01 513 TEMPORARY HEATING,COOLING,&VENTILATING Si 01 514 TEMPORARY TELEPHONE i 01 515 'TEMPORARY WATER 01 516 TEMPORARY SANITARY FACILITIES 01 527 SCAFFOLDING, PLATFORMS, ETC 01 533 EXISTING TREE& PLANT PROTECTION 01 534 TEMPORARY ENCLOSURES CI 542 PROTECTION FROM SNOW& ICE 01 543 BRACING, SHORING,& SHEATHING 01 544 PROTECTION OF PERSONS111 r 01 545 PROTECTION AGAINST WEATHER 'N 01 546 PROTECTION OF EXISTING WORK 01 547 FIRE PROTECTION .. 01 548 PROTECTION OF ADJACENT PROPERTY 01 551 ACCESS ROADS 01 561 CONSTRUCTION CLEANING 01 568 SURFACE WATER CONTROL 11 01 5E3 PROJECT IDENTIFICATION& SIGNS 01 591 OFFICES 01 592 SHEDS 1 a 01 600 MATERIAL & EQUIPMENT ' 01 610 DELIVERY, STORAGE,& HANDLING 1 till ' 01 630 PRODUCT OPTIONS& SUBSTITUTIONS t •,r ill A 141 44 11, dyf, Lee•fluff•$terk Architects 1/16/63 - Page 2 ; _..... _..._._ .... ', ,. Ili i ,. 44 n i 1 i ,.t� 5i 0 au.w . [ 44Hi 'CO .. Division 00 Tigard/Metzger Meeting House e • 01 700 CONTRACT CLOSEOUT ' rill01 710 FINAL CLEANING • 01 715 FINAL INSPECTIONS&ACCEPTANCE 1,1, 01 720 PROJECT RECORD DOCUMENTS *0101 730 OPERATIONS& MAINTENANCE DATA ,•i 01 740 WARRANTIES& BONDS ifr, .441 DIVISION 02 - SITE WORK O 02 100 SITE PREPARATION Oft + 02 110 SITE CLEARING • 0 . s .., 02 200 EARTHWORK ' "'" 02 211 ROUGH GRADING 02 212 FINISH GRADING ~" 02 220 EXCAVATING, BACKFILLING, &COMPACTING ,._; 02 233 GRANULAR BASE 02 283 VEGETATION CONTROL 02 500 PAVING & SURFACING 02 510 ASPHALTIC CONCRETE PAVING i02 521 CAST-IN-PLACE CONCRETE SITE ELEMENTS 4 02 580 PAVEMENT MARKING 1 '"' 02 660 WATER DISTRIBUTION .. 02 668 POTABLE WATER SYSTEMS 02 680 FUEL DISTRIBUTIONffri — 02 685 GAS DISTRIBUTION SYSTEMS 02 700 SEWERAGE & DRAINAGE "' • 02 712 FOUNDATION DRAINAGE SYSTEMS 02 720 STORM SEWAGE SYSTEMS 02 730 SANITARY SEWAGE SYSTEMS 1 02 800 SITE IMPROVEMENTS 02 811 UNDERGROUND IRRIGATION SYSTEMS 02 900 LANDSCAPING "I - 02 921 SOIL PREPARATION & SOIL MIXES 1I 02 933 LAWN SEEDING -'" 02 934 LAWN SODDING 'I 02 950 TREES, PLANTS, & GROUND COVER !-- 02 970 LANDSCAPE MAINTENANCE ff '. ee• ' ' • a 'rc ac s 1115/93-Fig,3 w • „ rt : • w C , • ,�4 F ti,�"b�;i� " c,i 1., ., J '4a. ��h'1 ,t�,u'' �i_1 V '41'7` ..kl, ---mien.,„_. , • . .4 pift, Tigard/Metzger Meeting House _ _ Diviskm o0 *+ • I DIVISION 03 - CONCRETE + tib. 03 100 CONCRETE FORMWORK 03 110 CAST-IN-PLACE CONCRETE FORMWORK I '' 03 200 CONCRETE REINFORCEMENT A I ttO 03 210 CONCRETE REINFORCING STEEL 03 300 CAST-IN-PLACE CONCRETE O :i 03 313 NORMAL WEIGHT STRUCTURAL CONCRETE 03 370 CONCRETE CURING 1 'L 03 371 CONCRETE CURING COMPOUNDS 03 600 GROUT I 41Ij 03 603 NON-METALLIC GROUT - ' i DIVISION 04 - MASONRY 04 100 MORTAR & GROUT I 04 101 CEMENT& LIME MORTARS )' 04 105 MASONRY GROUT 04 150 MASONRY ACCESSORIES 04 151 ANCHOR&TIE SYSTEMS ii i $1 04 161 HORIZONTAL JOINT REINFORCING 04 162 MASONRY REINFORCING STEEL I 04 175 PLASTIC WEEP VENTS 04 200 UNIT MASONRY 04 211 BRICK UNIT MASONRY 04 220 CONCRETE UNIT MASONRY(Block) 04 400 STONE 04 402 STONE MEETINGHOUSE SIGN 40 111 a', Lee•Rut?•Stark Architects Page • ^ltd.• It 1 ' • • , , , 1 • �1 1 • r, 4�P r ok Dlvfaion oo �Y'�'a�'��!Eli/Metzger Meeting House �L f1.r .ifirr {:Y r' , DIVISION 05 • METALS 3 05 )30 METAL FINISHES 05 031 PRIMING, 3 05 050 METAL FASTENING ,�i 05 051 BOLTING 0 05 057 WELDING OD 05100 STRUCTURAL METAL FRAMING 3 05 120 STRUCTURAL STEEL 01046 05 500 METAL FABRICATIONS IFo) 05 521 HANDRAILS& RAILINGS 05 555 METAL BRACKETS 3 05 561 WALL HOOKS 05 563 GLU-LAM CONNECTIONS 3 05 700 ORNAMENTAL METAL 05 705 SPACE GLU1 H 05 715 PREFABRICATED SPIRAL STAIRS 1 DIVISION 06 • WOOD & PLASTICS i ,o. • i 06 100 ROUGH CARPENTRY •w 06 110 WOOD FRAMING . ] 06115 SHEATHING 06 120 GLASS REINFORCED CEMENT BOARD 1 06 170 PREFABRICATED STRUCTURAL WOOD '` 06 182 GLUE-LAMINATED STRUCTURAL UNITS R06 185 LAMINATED VENEER LUMBER -LVI. 1 161 06 190 WOOD TRUSSES (Trussed Rafters) 06 196 PLYWOOD WEB JOIST`' "41 06 200 FINISH CARPENTRY 06 201 GENERAL FINISH CARPENTRY 06 205 MISCELLANEOUS TRIM &MOLDING 06 210 DOOR&METAL FRAME INSTALLATION Oh 221 SPEAKER ENCLOSURES i'' 711.1 Lee•Ruff• a rc tecta ape a 1 ;; r, P:;. 1 ` ,., in 9ard/Metzger Me�4tIng House DMi on 00 _ h•-r•rr;�, Mw1 pt 06 400 ARCHITECTURAL WOODWORK L Y,,',,, 06 401 GENERAL ARCHITECTURAL WOODWORK b ' {i 06 410 CUSTOM CASEWORK I t.:1;.,',:, 06 415 CLOSET&STORAGE SHELVING , 06 420 PANELWORK 06 430 STAIRWORK&HANDRAILS • 06 450 STANDING&RUNNING TRIMi' ; . DIVISION 07 THERMAL & MOISTURE PROTECTION I 07 150 DAMPPROOFING 07 160 BITUMINOUS DAMPPROOFING 1 07 190 VAPOR RETARDERS $ £7 192 LAMINATED VAPOR RETARDERS . . 07 195 AIR BARRIERS . I :' 07 196 AIR INFILTRATION BARRIERS 07 200 INSULATION A 07 212 FACE 3 BATT& BLANKET INSULATION 07 213 EXTRUDED POLYSTYRENE BOARD INSULATION 07 270 FIRESTOPPING 07 276 PENETRATION FIRESTOPPING 07 300 SHINGLES & ROOFING TILES I t 07 312 FIBERGLASS0 STANDIN • 07 400 MANUFACTURED ROOFING & SIDING f • 07 460 METAL SIDING 07 471 METAL. SOFFITS 07 472 METAL FASCIA p, 07 500 SHEET ROOFING '0' 1,' 07 527 MODIFIED BITUMEN SHEET ROOFING ~ 07 600 FLASHING & SHEET METAL 07 621 GALVANIZED IRON FLASHING&COUNTER FLASHING • 07 622 ALUMINUM FLASHING R COUNTERFLASH!Nu'I07 634 METAL VALLEYS07 637 ALUMINUM GUTTERS & DOWNSPOUTS 11,1 07 650 FLEXIBLE FLASHING Lee,Ruff•Stark Architects Ili - ege r - `kHi. . ' ' '.. . . 'S 7: ''; "T' ''':;' A.,.'. klii; • t, .. ..„J 4 es g '+n 1"3'�t4 �7 F:0•1 I '. 4",'tiK/ykgr`k', : `ITM1 M; 9 �f.' -F 1 NWM • CJI�14 (11N r . .45 TMard/Metz er MeetingHouse Millen 00 4. �. . 2 ,:: 07 700 ROOF SPECIALTIES & ACCESSORIES 07 725 RIDGE VENTS 07 900 JOINT SEALERS 07 920 SEALANTS& CALKING t a DIVISION 08 - DOORS & WINDOWS 3 08 100 METAL DOORS & FRAMES N. 08 111 STANDARD STEEL DOORS 08 119 STANDARD STEEL FRAMES 08 200 WOOD & PLASTIC DOORS „��,2+ - "9 .. 3 08 211 FLUSH WOOD DOORS 4. 08 300 SPECIAL DOORS , 08 305 ACCESS DOORS w� 08 360 SECTIONAL OVERHEAD DOORS ° 08 400 ENTRANCES & STOREFRONTS 08 410 ALUMINUM ENTRANCES& STOREFRONTS 1 e../ 08 411 ALUMINUM ENTRANCE HARDWARE j 08 800 WOOD & PLASTIC WINDOWS . i 08 610 WOOD WINDOWS i 1 08 700 HARDWARE 1 io 71 08 701 GENERAL HARDWARE REQUIREMENTS i:,,i,' t, 08 711 HANGING DEVICES 08 715 SECURING DEVICES 2 08 720 OPERATING TRIM 08 726 CLOSING DEVICES 08 733 STOPS & HOLDERS iii 08 736 ACCESSORIES 1 08 791 KEY CONTROL CABINETS 4I 08 800 GLAZING { Ail; 810 GLASS ,,l 2, ...1 T' 11 Lee-Auit•Stark Architects 1 • Page 7 - ..ti 1 lit it t• rt v4%nkIn � tk4`'4 rtt FI 4A r „,T, M1, Tigard/MetzgerMeet] House DMion00 °�ln� f DIVISION 09 - FINISHES 09 100 METAL SUPPORT SYSTEMS 09 120 CEILING SUSPENSION SYSTEM I 09 130 ACOUSTICAL PANEL SUSPENSION SYSTEM , 09 250 GYPSUM BOARD -' 09 260 GYPSUM WALLBOARD fa y. 09 275 GYPSUM BOARD TEXTURED FINISH 1 09 300 TILE Li'-' w 09 311 INTERIOR CERAMIC TILE w SETTING BED ��JJJ • r; 09 312 INTERIOR CERAMIC TILE wo SETTING BED ill / % 09 500 ACOUSTICAL TREATMENT 6P 09 511 ACOUSTICAL PANEL CEILINGS t 09 512 ACOUSTICAL TILE CEILINGS 1 . 09 522 ACOUSTICAL WALL PANELS 09 550 WOOD FLOORING i' 09 570 WOOD PARQUET FLOORING 09 650 RESILIENT FLOORINGS ;I 09 665 RESILIENT;HEFT FLOORING 6 t. i Jo., : . ` 09 678 RESILIENT BASE& ACCESSORIES 09 680 CARPET 09 681 FLOOR PREPARATION FOR CARPELINSTALLATION ,. 09 687 TUFTED CARPET DIRECT GLUED ' 09 006 PAINTING qp■. f,' 09 901 GENERAL PAINTING REQUIREMENTS 09 912 EXTERIOR PLAIN IRON&STEEL ' 09 913 EXTERIOR GALVANIZED IRON .„, 09 915 EXTERIOR WOOD 09 922 INTERIOR GYPSUM WALLBOARD 09 923 INTERIOR METAL 09 924 INTERIOR WOOD ”' - 09 925 INTERIOR CONCRETE 09 936 CLEAR FINISHED HARDWOOD i,” 09 950 WALL COVERINGS 09 960 VINYL WALL COVERING kii 09 977 FABRIC WALL COVERING 09 978 SISAL WALL COVERING Lee•Ruff.Stark Architects 1/15/93 -Pnp .__ •N.n*•.' MtlIW. .sxtaa„.„..M..a.:,.,.. mi...MwM,l.':R•�F.RVIM.fIRIR��r..+w.�-..o.... i j 1 Tiqero/Metz er MeetingHouse DIv13Nm 00 I ^i. I y. '"1 DIVISION 10 - SPECIALTIES �1 �� 10 100 VISUAL DISPLAY BOARDS t rili 10 111 CHALKBOARDS & TACKBOARDS •' 10 150 COMPARTMENTS & CUBICLES I re ,„i 10 160 METAL TOILET COMPARTMENTS �!• H 10 200 LOUVERS & VENTS "44 10 210 METAL WALL LOUVERS 10 340 MANUFACTURED EXTERIOR SPECIALTIES 10 342 ALUMINUM STEEPLE ] 10 400 IDENTIFYING DEVICES • 10 430 EXTERIOR SIGNS ' 3 10 440 INTERIOR SIGNS 10 520 FIRE PROTECTION SPECIALTIES j ' 10 522 FIRE EXTINGUISHERS,CABINETS, &ACCESSORIES 10 650 OPERABLE PARTITIONS s . r 10 652 FOLDING PANEL PARTITIONS 10 655 ACCORDION FOLDING PARTITIONS 10 800 TOILET & BATH ACCESSORIES 10 810 TOILET ACCESSORIES ,• ..a DIVISION 11 - EQUIPMENT I11 450 RESIDENTIAL EQUIPMENT ' ; 11 453 SERVING AREA EQUIPMENT ! 11 480 ATHLETIC, RECREATIONAL, & THERAPEUTIC EQUIPMENT ''' 11 484 BASKETBALL STANDARDS M. 11 491 VOLLEYBALL FLOOR ANCHORS 11 497 SAFETY WAINSCOT .; . . g ! , . DIVISION 12 - FURNISHINGS fi Lee•guff•Stark ArcllTtocts 1115/93 - Page 1 - ] • ,,,,h,'4'''F' .%:::7:'.' 1 I it ,..,w,.,,„.w„ ` '. „ H �4�T '. ,ltr "•- .�h� F%:+N °Mfr;,rIlV Olt. R 'N , • i ' '‘' ngard/Metzger Meeting House DMe100 00 ;, 12 300 MANUFACTURED CASEWORK 12 384 ROSTRUM CASEWORK 12 500 WINDOW TREATMENT 12 530 CURTAIN HARDWARE 1 'r 12 541 DRAPERIES&CURTAINS 1 12 700 MULTIPLE SEATING I is 12 711 ROSTRUM SEATING 12 770 PEWS& BENCHES DIVISION 13 - SPECIAL CONSTRUCTION 13 350 TESTING, ADJUSTING, & BALANCING OF MECHANICAL SYSTEM I 13 352 AIR SYSTEM TESTING&BALANCING 13 375 AUDIO & VIDEO I ,� 13 376 SOUND SYSTEM 1 • � DIVISION 15 - MECHANICAL i,► ii 15 05C BASIC MATERIALS & METHODS I 15 055 GENERAL MECHANICAL REQUIREMENTS . 15 060 PIPE& PIPE FITTINGSi 1 C 15 170 MOTORS VI 15 190 MECHANICAL IDENTIFICATION 15 250 MECHANICAL INSULATION 471 15 261 CULINARY WATER PIPING INSULATION ' , 15 262 UNDERGROUND PIPING INSULATIONa i 15 263 REFRIGERANT PIPING INSULATION '` 15 264 PVC PIPING INSULATION 15 290 DUCTWORK INSULATION 15 400 PLUMBING 15 411 CULINARY WATER PIPING SYSTEMS 1 t 15 412 SOIL,WASTE,& VENT PIPING SYSTEMS aki 15 430 PLUMBING SPECIALTIES fif 15 440 PLUMBING FIXTURES I 15 452 DRINKING WATER COOLING SYSTEM i 410, 1 15.453 HANDICAPPED DRINKING WATER COOLER SYSTEM PI, 45 459 GAS FIRED STORAGE TYPE WATER HEATERS " 15 460 ELECTRIC STORAGE TYPE WATER HEATERS 15 489 NATURAL GAS SYSTEMS ii 1 ' ♦4.t ,if, i ,". r pp• •u' • to •rc tects 1115193- Page 10- ' t • ` . a 4: \ ' ' . 9.4 + b n ' •' t E ,1�' it .Yr'f W v • 'f', 1 • i. . .0?. it I . - . w w,r-.. '1".* * •t '41#441"4004‘011 :1004*.: nff 4 '•,t P h1. .10• 241#r r' 1111tH '1 -+ , AR ;¢a 70,1 Tlgard/Metzger Meeting House DMsbn 00 41 15 500 HEATING, VENTILATING, & AIR CONDITIONING i 15 530 REFRIGERANT PIPING SYSTEMS 111 15 535 REFRIGERANT SPECIALTIES `0 15 550 HEAT GENERATION 15 576 FLUES 15 577 FURNACE AIH PIPING 15 611 NATURAL GAS FIRED FURNACES es 15 650 REFRIGERATION .) 15 671 AIR COOLED CONDENSING UNITS ..... 15 750 HEAT TRANSFER 15 774 SPLIT-TYPE HEAT PUMPS 15 850 AIR HANDLING 15 869 EXHAUST FANS 1 ( 15 880 AIR DISTRIBUTION l i1 15 891 LOW PRESSURE STEEL DUCTVJORK 15 896 DUCT LINING {I 15 911 FIRE DAMPERS 15 940 AIR OUTLETS& INLETS 15 944 ROOF-MOUNTED AIR INLETS&OUTLETS I 15 950 CONTROLS 15 970 CONTROL SYSTEMS 15 985 SEQUENCE OF OPERATION DIVISION 16 - ELECTRICAL 16 050 BASIC MATERIALS & METHODS 16 055 GENERAL ELECTRICAL REQUAEMENTS — 16 060 MOUNTING HEIGHTS 16110 RACEWAYS • 16 120 WIRE&CABLE 16130 BOXES 16 140 WIRING DEVICES ♦ 16 170 CIRCUIT&MOTOR DISCONNECTS 16 400 SERVICE & DISTRIBUTION 16 420 SERVICE ENTRANCE 16 450 GROUNDING ------ -- 1 1 age ee• •,to rc tects . -- .. ..♦ JYX:...l,.,.a.a4i0sta.;NCLS.t•AtA aR:16:L,4..nJ.,.,..� .t,.0 ic+.• .,. _.. n ' „.,.,.... M1', ' tip 4 ,~ , 144 i , 40*1” ' 4 . 40 Tigard/Metzger Meettn�Hcl se C I ''' 16 470 PANELBOARDS 16 483 MOTOR STARTERS I 16 500 LIGHTING '4 16 515 INTERIOR LUMINAIRES I '''' 16 530 EXTERIOR LUMINAIRES a 16 600 SPECIAL SYSTEMS t t , • 16 632 PACKAGED BATTERY SYSTEMS ; 16 670 LIGHTNING PROTECTION SYSTEMS ' ;.' • 16 700 COMMUNICATIONS I • 16 720 ALARM & DETECTION SYSTEMS 16 741 TELEPHONE SYSTEMS I ' \' 16 749 SIGNAL BELL SYSTEMS 16 771 SOUND SYSTEM ELECTRICAL 16 900 CONTROLS & INSTRUMENTATION 16 921 TEMPERATURE CONTROL SYSTEM 3 , i ,:, 1i' 1 It i 111,1 1 !. , lee.Ruff.Stark Architects 1/15x93- Page ii a. 4 t OV .:.-.e,..h;.a.a wax.a,f. . ,.,•Nt......... ,'..... • :A Tigard/Metzger Meeting House -- Division 00 •, A A NOTICE TO BIDDERS , I 8, 1. Project: Tigard 1,Metzger 1 &2 Wards Meeting House Tualatin Oregon Stake f* '4 2. Location: 11065 SW North Dakota Street Tigard, Oregon 97223 . • F, .3 Owner: Corporation of the Presiding Bishop The Church of Jesus Christ of Latter-Day Saints A Utah Corporation Sole 1 50 East North Temple Street I' '-,,JSalt Lake City, Utah 84150 , II •"4 4. Architect: Lee•Ruff•Stark Architects 5285 SW Meadows Road, Suite 340 ,. Lake Oswego, Oregon 97035 't j t 5. A pre-bid conference will be held at a time and place to be announced. 6. Sealed bids will be received at time and place to be announced. y „•i 7. Bids will be publicly opened at time and place to be announced. ! 1 8. The Owner reserves the right to accept or reject any or all bids. ' I """ 9. Bidding by the General Contractors shall be by invitation only. — 10. Drawings, Official bid forms, Project Manuals containing Notice to Bidders, Instructions to Bidders, sample forms, Conditions of the Contract, and Specifications, and other detailed instructions will be on file at the Architect's office. Drawings, Project Manuals, and Bid Blanks are also available at ••-i the following plan room locations: a. Construction Services Section 50 East North Temple, 11th Floor ' I Salt Lake City, Utah 84150 b. Construction Data, Eastside 71, 1125 SE Madison, Room 200 PO Box 5005 Portland, Oregon 97208 ,, c. Constriction Data, Westside 925 NVQ 12th Ave. a PO Box 5005 Portland, Oregon 97208 w d. Daily Journal of Commerce Plan Center w., 2374 NW Vaughn Street ,� Portland, Oregon 97210 e. Salem Contractor's Exchange • lee•Ruff•StarkA�Fliects 1 - age ' i',. . l }� ',. - 4.6..1 , . , , .4 r ' . •t, liallosvm +---.+w t 4f; n y. r fi ;',.1 ti „.0,140,;'.ty `., , ,f r.....ait , , ., . Division pp Tigard/Metzger Meeting House I ,u 2250 Judson Street, SE Salem, Oregon 97302 ti f. Eugene Builders Exchange 860 McKinley Street Eugene, Oregon 97402 g. Southwest Washington contractors Association 1 7017 NE Highway 99, Suite 110 ,, Vancouver, Washington 98665 1 h. Dodge/Scan Construction Reports ;' 430 North Tower Building :. 100 West Harrison Plaza 441 Seattle, Washington 98119 "� 11. A deposit of$100.00 per set is required from those bidders wishing to take out the above listed documents. This deposit will be refunded upon return of all bidding documents In good condition °�'9 within five days after bid date. Any person or firm who retains these documents longer than this stipulated time shall forfeit this deposit. 1 :, 1 , 1 I. 1 i • H. r: • ti t a�pe'2 .1715/93 Lee•flu .star c facts .Y i ,+' � Hyw'. ♦'. 4,. 6 .gni.,. 1 } : y ?d. ♦ 40 '" f.: r ' .:M :..°....M.., ..J ..1 .♦ .... .'i liploti` ' .• in .�.... ,,:: 4,, • • 1 TI ardfMetz r er Meeti • House Division 00 r t INSTRUCTIONS TO BIDDERSPmf .wk 1. SCOPE OF CONTRACT: a. Contractor shall be fully responsible for all labor, materials, and equipment necessary for the complete construction of the Work as required in the Contract Documents. •`" 2. SECURING OF AND COMPLIANCE WITH BIDDING DOCUMENTS: . ;• a. Drawings, Specifications, and other bidding documents may be obtained at the time and place Indicated on the NOTICE TO BIDDERS. Bidders shall comply with all conditions 41011 ,,, stipulated in such bidding documents. .. 3. REQUIREMENTS BEFORE SUBMITTING BIDS: a. Thoroughly examine the site and any building located thereon in relation to conditions which might directly or indirectly affect the contract work. The bid sum shall reflect all such affecting conditions. Bidders shall be responsible for verifying all dimensions which may affect the Work. 4. INTERPRETATION OF DRAWINGS AND DOCUMENTS: 06. a. tf any bidder is in doubt as to the true meaning of any part of the Contract Documents or finds errors, discrepancies, or omissions in them, he shall at once request interpretation or correction thereof by the Architect. b. The Architect will promptly clarify the area in question arid issue written Instructions to all prospective bidders. Verbal Instructions or interpretations will have no validity regardless of source. c. Request for such clarification shall be in the office of the Architect a minimum of five working days before bid opening. 5. PRODUCT OPTIONS & SUBSTITUTIONS: a. Base bid only on items specified in the Project Manual unless request for substitution Is submitted for Architect's approval a minimum of seven working days prior to bid opening and approval for substitution is secured by Addendum issued prior to bid opening time. b. Architect will accept requests for substitution for products in Sections where the statement, "Equal as approved by Architect prior to bidding. See Section 01 630.," appears. In Sections where the aforementioned statement does not appear, the Architect is not required to accept requests for substitution. Approvals for substitution in such Sections must be made by Owner. 6. PREPARING AND SUBMITTING BIDS: a. Bids shall be prepared on Church Bid Forms. b. Bid forms may be obtained from the Architect. c. The Bidder's legal name and business address shall be stated in full. d. Bids shall bear no marks, erasures,writing, changes, or interlineations other than those provided or requested. e. Base bids shall include all work contemplated by the Contract Documents except as specifically excluded in the Contract Documents. 1. No verbal,telegraphic,or telephonic bid, modifications,or cancellations will be considered. g. The Bidder guarantees there shall be no revisions or withdrawal of the bid amount for a period of 45 days atter bid opening. h. Signatures shall be in longhand arid executed by an Principal duly authorized to make contracts. ee•Ruff•Sta rrTc 71�ic leets 1115193- Page 3 Division 00 Tigard/Metzger Meeting House I. The bid proposal shall reflect the cost of all work required by the bidding documents, plus additions, deletions, or modifications required by addenda issued prior to bid opening. j. Envelopes shall contain nothing but bid and bid bonds. Envelopes shall be opaque, bear Bidder's name,be sealed, and addressed as follows - BID FOR Tigard 1.Metzger 1 &2 Tualatin Oregon Stake • Ward/Branch Stake/Mission k. It is Bidders sole responsibility to see that his Bid is received at the proper time. Any Bid received after scheduled bid opening time will be returned to Bidder Unopened. All taxes Imposed by city, state,or federal government, as specified in Division 01,shall be included in the bid sum. ... 7. BID WITHDRAWALS: a. Prior to bid opening, Bidders may withdraw bid by written request or by reclaiming bid envelope. 8. OPENING OF BIDS: a. See Notice to Bidders. 9. SUBCONTRACTOR LIST: a. Conditionally accepted Bidder, submitting a bid involving subcontractors and suppliers, shall submit on official church form a list of such subcontractors and major suppliers in- 1) A meeting held immediately after bid opening or- 2) If agreed to in advance,by mail to Architect within 24 hours after bid opening. 10. FACTORS AFFECTING CONTRACT AWARD: a. A Bidder's past performance, organization, subcontractors, equipment, and ability to perform and complete his contract in the manner and within the time specified,together with the amount of the bid,will be vital elements considered in the award of the contract. 11. AWARD OR REJECTION OF BID: a The Owier reserves the right to reject any or all bids and to waive any Irregularity therein. 12. ACCEPTANCE OF BID: r•- a. No Bidder shall consider himself under contract after opening and reading of bids until the "Agreement" is signed. and compliance therewith has been made. 13. BID BOND: a. Every bid shall be accompanied by a bid bond in the amount of 5%of the bid and naming the Owner as obligee. This bid bond shall be issued by a surety company and be on a bond form, both of which meet the requirements of Section 10 of the General Conditions. 14. TIME OF COMPLETION AND LIQUIDATED DAMAGES: a. The number of calendar days is listed in the Supplementary Conditions and in the Agreement. The conditions governing liquidated damages are listed In the General Conditions. Page 4 • 1/15/93 Lee•Ruff•mark Architects • d ti L N N T ..012.74 .p o ,° Tlgard/Metzger MeetI House DMaion 00 1,, Nt ,,,,$,v0 ,,' INFORMAON AVAILABLE TO BIDDERS �� TI ` . ,,yry,,f,tii ti GEOTECHNICAL DATA A. Soils Report- , 1. Owner has secured the services of a soils engineer to aid in design of the structure. ' Following conditions apply - ,M! a. A soils report has been preparedby N Geoengineers Inc._of Portland. Oregon _, _ referred to as the Soils Engineer. 1 b. Copy of this report will be issued to each invited General Contractor one week 4101.minimum prior to Pre-Bid Meeting. c. Copy of this report may also be inspected at office of Architect, his design 3engineer, or Owner. d. This report was obtained solely for use in design by Architect and is not a part of the Contract Documents. It is not intended that Contractor rely on soil engineers report. e. Reports are available for Contractor's information but are not a warranty of subsurface conditions. 1 ii 2. Prior to bidding, Contractor should make his own subsurface invest;gations to satisfy I himself with site and subsurface conditions. I 0 ,,Y 40 fil 1 ,,.. ,v.. Nd Tee M�ffu T.Stark Architects ---1777§T- age PlifflaWMPOMPOOMIIM,,I • 4' t, 9.0.0..] . � ` ";C%l' li1.3Sts W`I:� ,,;1Vitry **1 ' t.-:rt ,,ur.i.«..4,0, .4ri;44,.4 ,r ,‘h '`, . , j - „ all1111 . ' , I. . ' 1 . ;If ..^'.. , 1 ' ''','. -''•;,•••-,',,--:.'; .',-,. ,',.:-',,,.`, , ",-.1 . I i i I DIVINOn 00 Tigard/Metzger Meeting House . 1 Iri ' • fl , , I • BLANK PAGE !!!!! , ..;,, • I 1 'I — „..,:.. 0 t•)t ID ' i. . 111, I'1 ,. . , 1 i . ilk , .., 1 ) • I .:'..... : • 1 I l • r•,J %. 1 II; cl, l'i 1 i'•” 1 : ..,F,', t- . . , . . I. . , 11 L' i • 0.' . .... . . ,,r 1 I I ..........., Page i- 1/15/93 - ----L—e-e-7-Auff•3tark ArChTli—ct..---- , , , . . ,.. ...4 ... . . . . . . ,.. .. . , ... .. .,, . . . . .. . . .. . . . . ...„ , ... .. , Al>. • . , t. 7v , . TlgardlMetzger Meeting House DMsion00 ("` SA LJ.. E FO S ,,,i SUBSTITUTION REQUEST FORM ,w BID FORM $�; PROPOSED SUBCONTRACTORS& SUPPLIERS LIST I PI FORM OF AGREEMENT em► CONSTRUCTION MATERIAL ASBESTOS STATEMENT r� OPERATIONS& MAINTENANCE MANUAL SUBMISSION COVER SHEET ,. IyXI r. ‘.:*' 0.4 Yµ4 tee.Ruff.Stark architects � — - 1/15(9T- tire L..... ,010,:r,i,, , j . , �l�i'S x 4 4.'t; f•,, ,:�+, i k`�, 5,Ei15,'f 11��ei,r 'J'.L}r s4 `'1 .SFV' µ� ��. I , . 4 , ,,, . , N 1 t. ' • . , IDivision 03 Tigard/Metger Meeting Ho,Jse • BLANK PAGE ' . . , ‘0, 1.1 • 411 " I " 411.• • • . 414 • • 4,4 1.4Ar r I ft, 111 •:,, 4;4 fal •-• • flt if& Pig.6• 1/15/93 Lee•Putt•Stark ArEfilie—cts • 777 .1. 4 .44 . . 4.4.4 •• • '4; r • • • , • • • f • • Tigard/Metzger Meeting House Division 00 SUBSTITUTION_ REQUESL FORM RE: Project Name Project Number TO: Architect Address City,State,Zip . • • • Telephone FAX • FROM: Frm .._ _- Address._ City, State,Zip -. Telept one_ _—! FAX PROPOSED SUBSTITUTION: In a separate letter, describe the proposed substitution, the differences and similarities between the substitution and the specified item(s), and how acceptance of the substitution will affect the Project in the • following areas- 1. Will the substitution affect dimensions indicated in the Contract Documents? 2. Will the substitution affect the electrical, mechanical, structural, or other major systems included in the Contract Documents 3. Will the substitution affect the work specified in other Sections? ATTACHMENTS: Include the following attachments - I 1. A copy of the Project Manual Section where the proposed substitute would be specified, rewritten to include any changes necessary to specify the substitution. Identify completely changes made to the Origi•ial Project Manual Section. 2. Copies of details, elevations, cross-sections, and other elements of the Project Drawing; 11 redone as necessary to sty.w chailges necessary to accommodate proposed substitution. Identify completeIy the chaiiges from the original Drawings. 3. Complete product literature and technical data, installation and maintenance instructions, test results, and other information required to show complete conformance with requirements of the Cc,itract Documents. REVIEW COMMENTS: Accepted. See Addenda Number r _ Substitution Not Acceptable. Submission Unacceptable. Respond to attached comments and resubmit. Not Reviewed. Submission received too late for consideration and inclusicn in Addendum. BY: DATE: eT eTAuff•Stark Architects 1/15/93 • Page 9 • • • I • Division Op Tigard/MetzgerMeeting House w y SAMPLr CO.NTRACTOR 'S BID FOR THE GENERAL CONTRACT WORK QN THE: , Tigard 1/Metzger 1 &2 Wards Tualatin • ! Ward/Branch Stake/Mission 11065 SW North Dakota Street Project Address• T City State for the Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-Day Saints. • ADDRESSED TO: ARCHITECT: The Department of Physical Facilities The Church of Jesus Christ of ,•atler-Dav SaiaL;_ Lee•Ruff•Stark Architects Authorized Representative of Owner Name 50 East orth Temple Street_ — 5285 SW Meadows Road. Suite 340 Address Address Sail Lake City.UT 84150Lake Osweao.Oregon 97035 _ i City& State City& State !, Dear Sirs: i; 1. Having carefully examined the Notice to Bidders, Instructions to Bidders, and Project Manual entitled IjgaEdiadelzgor 1 &2 Wards Meeting Fla;& Dated. ,and Numbered Drawings Entitled Tigard 1/Metzger 1 &2 Wards Meeting House Dated , and Numbered as shown on the Sheet,Index included Qa the Over Sheet Qtsaid Drawings Addenda No,'s_ 4 7-470-6-7153/§7 —��' Lee•Ruff•Stark Architects • it e1 ; • ;t+' f MIIw� '.r • Tlgard/Metzger Meeting House DiAslon 00 • the site of the work, existing conditions, and all other conditions affecting the work on the above- named project,the Undersigned hereby proposes to furnish all materials, labor, equipment,tools, transportations, services, licenses,fees, permits, etc, required by said documents M complete all divisions of the Work stipulated above for the sum of: Dollars (gt_ —) the credit unit price" for imported structural fill (specified in section 02 220) -shown but not w required for the project Is: _Dollars per ton ___/ton) the add unit price' for imported structural fill (specified in section 02 220) - not shown but required for the project is: __-Dollars per ton . 11. /ton) all associated costs, including but not limited to removal and disposal of unsuitable native material and placement of imported material. 2. Enclosed is a Bid Bond for not less than five per cent (5%) of the bid. 3. The Undersigned agrees to furnish a Performance Bond and a Labor& Material Payment Bond in accordance with Section 10 of the General Conditions. Respectfully submitted: Company SEAL By (If a Corporation) Title Business Address City and State Date wee iru1 terk Architects 1115/93-Page 11 L... . Division 00 T1gard/Metz6er Meeting House For statistical purposes only, Owner requests Contractor (apparent low bidder) to submit the following breakdown of costs, including Contractor overhead and profit, by close of business on the day following bid opening. Evidence of compliance will be postmarked on submittal envelope. ON-SITE IMPI9QVEMENTS: Scope of this breakdown shall include work outside ', building foundation line and inside property line. The only exceptions are mechanical equ'prnent which is considered part of structure, and landscape and sprinkler work which are broken out in their entirety and listed under Landscaping. Mechanical enclosure and slab are considered 'On Site Work'. For clarity, other items are excavation&fill,paving,drainage& septic systems, light standards, utility services,curb, -- gutter, & sidewalks, storage buildings, detached towers,fences, and retaining walls. „• OFF-SJIE-IMPROVEMENTS: Scope of this breakdown shall include all work outs;de of property line. The only exception is landscape and sprinkler work which are broken out in their entirety and listed under Landscaping. LACAPING: Scope of this breakdown shall include all landscape and sprinkler work, both on site and off. - 1 $ r•- Page 12. 1110T— i.ee•puff•Stark Architects PIP . . • �t I 1 I . • / 1'* • 1 TlgardMletzger Meeti Hng ouse DMvisIon 00 , SAMPLE SUBCONTRACTORS AND SUPPLIERS •, PROJECT: r NOTE: Please type or print firm names and telephone numbers. — • 01 Earthwork- WI ilk 02 Structural Steel& Metal Fabrications- 1 03 Masonry- , • i ` 04 Trusses --- 05 Roofing - i • 08 Entrances& Storefronts, Windows, Glazing- i ;,--. 1 07 Plastering&Gypsum Wallboard- 08 Insulation - ;1 ' 09 Architectural Woodwork - r'•>:; 10 Finish Hardware- —� t: ' i - — _.- 11 Acoustical Tile - i, I 4 12 Painting- ' 13Plumbing '------ -- , +' 14 HVAC— — -- —.-- ' 15 Electrical { a 11-47175117111W rc itects 1/15/91. Page 13 1 .., ,..ran+•�iMiit J:.7'WiV ylgHry ....„�„, 5 IJ ! q. �I • • .1iE 1 .4' Division 00 Tigard/Metzger Meet' • House ity 41: _ + 16 Landscaping - 17 Sprinkling System - I '' 18 Paving- t - 19 Sound System - - .4 fib !;.7i, 20 Folding Partitions 21 Satellite Dish Receiving System- I 22 Custom Casework - I 23 Carpet- , 24 Servin 9 q P Area E ui ment - 1 25 Rostrum Seating - 26 Pews & Benches - — I 27 � 28 111f Signature Company Represented I 10,1 ij Date '410 A Page 14 • 1/15/93 Lee•8ut1•Stark Architects U 1 4 411P. 5.t}f•rS �1�., ,�+,,"r .l1F 1101114,''y {•, lof.'s•' 4,*4mgr dr*, 1: '. Tigard/Metz91rMeeting House Division 00 9 SAMPLE EQRM OF AGREEMENT jNOTE: The form outlined below is intended to be representative only of the type of Agreement to be used. The actual document to be executed by the parties will be prepared by the Owner and may vary somewhat in content and form from that shown below as circumstances require. AGREEMENT THIS AGREEMENT, made and entered into this day of in the year Nineteen Hundred and • by and between the CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, A Utah Corporation Sole, hereinafter called"OWNER",and — hereinafter called the"CONTRACTOR". •-� WITNESSETH: WHEREAS: The Owner intends to have certain work performed as outlined below, and • WHEREAS: The Contractor is able and willing to perform such work, -- NOW, THEREFORE: The Owner and the Contractor for the consideration hereinafter provided, agree as follows: ARTICLE I. S(;OPE OF WORK • The Contractor shall furnish all of the materials and equipment and perform all of tho work necessary to complete all of the work as required in the Contract Documents entitled -- _ As Pmpamd by — hereinafter referred to as"ARCHITECT." ARTICLE I'-7±E CONTRACT DOCUMENTS The General Conditions of the Contract, the Supplen entary Conditions, the Specifications entitled and numbered Addendum No(s). dated , - -- —- -- - Lee•Ruff• tark Architects — ___ — 1/15193 - Page'15 — Pt • len Division 00 Tigard/Metzger Meeting House and the Drawings dated, entitled and numbered together with this Agreement, form the Contract and are as fully a part thereof as if attached hereto or repeated herein. 1 o ARTICLE III. THE CONTRACT',BUM The Owner shall pay and the Contractor shall accept as full payment of this Contract,the sum of: Dollars (s__ ) subject to additions and deductions provided in the Contract. ARIILLEA__TIME_QESQMMENLEMENI.AuaLLMELETION Work under this Contract shall commence upon written notice to proceed from Owner, and be completed and ready for Owner's final inspection within calendar days from the date of such notice. Time is of the essence. ARTICLE V. INSPECTION The fact that any particular work has been Inspected shall not be considered a waiver of the requirement of strict compliance with the Contract Documents. AfillaLLYI CONTRACTOR NQI.ACIENIS2LQ.ALIEB It is expressly agreed that Contractor is not the agent or employee of Owner, but that he is an independent contractor. ARTICLE VII, PROGRESS PAYMENTS. FINAL ACCEPTANCE AND FINAL PAYM. NT Payments shall be made in accordance with applicable sections of the Contract Documents. ARTICLE VIII. ASSIGNS Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other. Contractor shall not assign any moneys due or to become due to him hereunder nor shall he • pledge or attempt to pledge the credit of Owner or bind the Owner to any third party. , ARTICLE IX. ACCEPTANCE The Work shall be inspected for acceptance by Owner promptly upon receipt of notice from Contractor and Architect that all work is complete and ready for inspection. The building and all materials and work connected therewith shall be Contractor's responsibility until accepted by Owner in writing. ARTICLE X. DEFAULT AND ATTORNEY'S FEES age 1r 1/15/93 ee•Wuti•stark Architects 010111114.1.111 Pe. ,, Tigard/Metzger Meeting House Division 00 Should any dispute arise between the parties hereto, with regard to performance of their respective obligations under the Contract Documente;, which dispute cannot be settled between the parties and litigation is commenced,then the losing parry in the litigation agrees to pay all costs and attorney's fees of the prevailing party. IN WITNESS WHEREOF, The parties hereto have executed this AGREEMENT, the day and year first above written, binding themselves, their heirs, successors, executors, administrators, and representatives to the full performance of the Contract. REVIEWED ACCEPTED ei OWNER FIELD OPERATIONS DIVISION OF THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH DEPARTMENT OF PHYSICAL FACILITIES OF JESUS CHRIST OF LATTER-DAY SAINTS, A Utah Corporation Sole BY BY Member, Executive Staff Authorized Agent #; CONTRACTOR Name of Contractor BY— Signature Y Signature and Title , License Number • � 'rr j) ' d �r orf T ..Ruff.stark Architects — 1715 �egeT-- h U r 4 . Division 00 TlgardlMetzger Meeting House CONSTRUCTION MATERIAL ASBESTOS STATEMENT For Projects of The CHURCH of JESUS CHRIST of LATTER-DAY SAINTS Bulling Name; Building Plan Type: Building Address: Building Owner: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah Corporation Sole Property Number: Completion Date: As CONTRACT ARCHITECT and principle in charge; based on my best knowledge, information, • inspection, and belief; I certify that on the above referenced Project, no asbestos containing building materials were specified in the construction documents or given approval in shop drawings or submittals. Date - Contract Architect & Principal in charge Company Name As GENERAL CONTRACTOR in charge of construction; based on my best knowledge, information, inspection, and belief; I certify that on the above referenced building, no asbestos containing building materials were used in the construction. Date General Contractor in charge Company Name -Fiji 18 • 1/15/93 —__-- •Ruff S;ar!c�rcFitecb�- 1 • ' ' " ° 'X* p tg Y,+ `' III4 t rv�'� poa'"au•�gN:47 44 * y�,0.tr r tib' ,,,, • 7 . n. L., Tigard/Meteger Meeting Houde Division 00 ,' .'1 , : The definition of "certify" in the "Form of Agreement Between Owner and Architect - 1988 Edition"reads as follows: 0 Article 1, Item G,2 ' '4 CERTIFY, APPROVE, or APPROVAL - An expression of professional opinion by Architect i ,,,, 0 andior his consultants, which based on his best knowledge, information, inspection, and belief, that material, workmanship, construction work, and submittals comply with Construction Documents. 9 is •• .. 1 i „„,„,4 .„,„. 0 i e..1 ..J . .., J p- I i J i `l , .yw! • _, e Lee. u tar r; teas - --- 1/15/93- Page 19 I 4 j•' .0_ L. . , . , . • , ._ . , • , . I . `• I .. . • .• . , .. • ri•••••••11.11111 . I 00 Division _____ TI ardt _liir eotz e 'hti Muse -. • .. ( , BLANK PAGE , 1 ( ' , . . .._ •sto ,.' . ‘11 • r- 0 ' r . . i . III I . . \ I . I . I , , • . 1 . . .. 111 I ' ( 1 I * •' . . , • : - I - Page 20. 1/15/93 Cee•null•Stark Architects . , I .......1 aa . . . . . ., . . vsr '41040Prif 1 "IlY . ew vp,r.+r' 1"1"1r , F1P•4' *31° Wy (:,d fir, � A ��. .� f#4401' . ••,..,:,,,,,....; �_1F. . aa t. Tigard/Metzger Meeting House DMslon 00 I THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS — OPERATING&MAINTENANCE MANUAL DATA ..,� for SECTION Number-Section Title i A. PROJECT Project-Ward or Branch I 411111 ' ' 1 Project -Stake or Mission Project Number llB. GENERAL CONTRACTOR i Firm Name --, Mailing Address & Street Address 1City, State,Zip Telephone Number ;' i 1 C. SUBCONTRACTOR/INSTALLER i •IJ Firm Name , r es Mailing Address & Street Address w'� City, State,Zip I • ,• 1 ....1 Telephone Number D. SUPPLIER(s) j Firm Name Mailing Address& Street Address ,' City, State, Zip ' Telephone Number . E. MANIJFACTURER(s) Finn Nar Mailing, . ,ss & Street Address • City, Stat _ip Telephone Number a • 1 : 4 s Page 21 • 1/15/93 Lee.Auft•Stark Architects j • j . . , s • )' r• ° r ` _•t, ' • ny'I It. Division 00 TIarNMetz er Meeting House 1 BLANK PAGE• 4 I • } � ' M • I 4E0 • • Rim • 66. • • • • • • • V t Y Y„ i ry 1 Page 22 1/15/93 T_ee•Ruff•Stark Architects , . • xq{ a F 4t "w : ,;•, TATA... r).:• � ' q . r ':',:rt',,:' a) 1,, ti TI•ardlMetz•er Meed • House Division •. I"e E,,j Q.E.NERAL CONDITIONS SECTION 1 - DEFINITIONS SECTION 2 - CONTRACT DOCUMENTS i, SECTION 3 - DISCREPANCIES IN CONTRACT DOCUMENTS I'ri SECTION 4 - ADDITIONAL DRAWINGS&INSTRUCTIONS SECTION 5 - OWNERSHIP OF DRAWINGS r m SECTION 6 - COPIES FURNISHED N► SECTION 7 - TESTING • . • . • , SECTION 8 - SURVEYS,BUILDING LAYOUT,&SITE EXAMINATION SECTION 9 - ROYALTIES& PATENTS ,.. 1 ,moi SECTION 10 - CONTRACTOR'S LIABILITY INSURANCE&BONDS SECTION 11 - HOLD HARMLESS AGREEMENT ,,.,; SECTION 12 - BUILDER'S RISK LOSSES SECTION 13 - MEASUREMENTS SECTION 14 - INSPECTION OF WORK • SECTION 15 - SUPERVISION&CONSTRUCTION PROCEDURES . SECTION 16 - ARCHITECT'S STATUS SECTION 17 - ARCHITECTS DECISIONS SECTION 18 - EMERGENCIES SECTION 19 - TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES SECTION 20 - CONDEMNATION OF WORK SECTION 21 - CHANGES IN THE WORK SECTION 22 - CLAIMS FOR EXTRA COST SECTION 23 - DELAYS AND EXTENSION OF TIME , SECTION 24 - DISPUTES SECTION 25 - CORRECTION&WARRANTY OF WORK SECTION 26 - OWNER'S RIGHT TO DO WORK SECTION 27 - CONTRACTOR'S APPLICATION FOR PAYMENT SECTION 28 - PAYMENTS TO CONTRACTOR SECTION 29 - PAYMENT S WITHHELD SECTION 30 - CONTRACTOR'S RESPONSIBILITY SECTION 31 - OWNER'S RIGHT 10 TERMINATE CONTRACT ' SECTION 32 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMIN ATE CONTRACT .. SECTION 33 - SEPARATE CONTRACTS SECTION 34 - ASSIGNMENT SECTION 35 - SUBCONTRACTORS SECTION 36 - LIQUIDATED DAMAGES Lee•Ruff•Stark Architects 1/15/93 . Page 1 L. , • 1 • r r ) Division 00 Tlgard/MetzgerMeeting House � p 'k` • • GENERAL CONDITIONS SECTION 1 - DEFINITIONS: 13 4' 1. OWNER - The corporate entity of The Church of Jesus Christ of Latter-day Saints in which legal title to the real property involved is vested, as listed in the Notice to Bidders, hereinafter referred to as "Owner' and represented by the Department of Physical Facilities of The Church of Jesus Christ of Latter-daySaints 50 East North Temple Street, Salt Lake City, Utah 84150. 1 tri � p 2. ARCHITECT - The Architect is the person or organization, a licensed Architect or Engineer, so 111 designated in the Agreement, hereinafter referred to as"Architect". 3. CONTRACTOR - The Contractor is the person or organization Identified as such In the Agreement t and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term"Contractor"means General Contractor or his authorized representative. 4. SUBCONTRACTOR - The person, firm, or c.yporation supplying direct or Indirect labor and/or 24-1 materials at the site of the Project and under separate contract or agreement with the Contractor. 5. THE WORK - The Work includes all labor necessary to produce the construction required by the Contract Documents and all materials and equipment incorporated or to be incorporated in such construction. 6. THE PROJECT - The Project is the total construction designed by the Architect of which the Work 1 e performed under the Contract Documents may be the whole or a part. 7. WRITTEN NOTICE - Written Notice shall be deemed to have been duly served if delivered in person ;•' to the individual or member of the firm or to an officer of the Corporation for whom it was intended or, if delivered at or sent through the United Stales Mail, to the last business address known to him who olotgives the notice. SECTION 2 - THE CONTRACT DOCUMENTS: 1. The Contract Documents consist of the Agreement, the Conditions of the Contract (General, Supplementary, and other Conditions),the Drawings, the Specifications, all Addenda Issued prior to execution of the Contract, and all Modifications thereto. A Modification may be made only after execution of the Contract. A Modification is: a. A written amendment to the Contract signed by both parties, b. A Change Order, c. A written interpretation issued by the Architect pursuant to Section 4,or d. A written order for a minor change in the Work issued by the Architect pursuant to Section 21. 2. The Contract - The Contract Documents form the Contract. The Contract represents the entire and Integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral, including the Bidding Documents. The Contract may be amended or modified only by a Modification as defined in Section 2, Paragraph 1, above. 3 The Contract Documents are complementary, and what is required by any one shall be as binding as if required by all. The intention of the Contract Documents is to include all labor, materials, equipment, and other Items necessary for the proper execution and completion of the Work. Page 2 1/15/93 Lee•Ruff•Stark Architects • ikkn st,' 1 r r l� F aft, tl Ri { ,,'1 t .:.r'3r •a.: aC A y .art P � .4 • • IIP Tlgard/Metzger Meeting House Division 00 .a 4. Words which have well known technical or trade meanings are used herein in accordance with such recognized meanings. 5. Within Contract Documents,there shall be the following precedence: a. The Agreement takes precedence over all other documents. b. Supplementary General Conditions take precedence over General Conditions. c. General Conditions take precedence over Drawings and Specifications. 1 .II d. Addenda or modifications of any nature, to the Drawings and Specifications, take precedence over the original. e. Specifications take precedence over Drawings. f. Within the Working Drawings, the larger scale takes precedence over smaller, figured dimensions over scaled, and noted materials over graphic indications. SECTION 3 - DIISCREPANCIES IN CONTRACT DOCUMENTS: 1. Should any question arise regarding the Contract Documents, the Contractor shall request interpretation and clarification from the Architect before proceeding. In the absence of such request and authorization,the Contractor proceeds at his own risk. • SECTION 4 • ADDITIONAL DRAWINGS & INSTRUCTIONS: 1. The Architect shall furnish with promptness any additional instructions or clarification necessary for , n� proper execution of the Work specified in the Contract Documents. SECTION 5 - OWNERSHIP OF DRAWINGS: 1. Drawings, Project Manuals, and copies thereof which are furnished to the Contractor are the property of the Owner. They are not to be used on other work and are to be returned to the Architect if so requested except for one copy which may be retained by the Contractor as a part of the Contract Documents. SECTION 6 - COPIES FURNISHED: 1. The Architect shall furnish,free of charge,to the Contractor all copies of Drawings and Specifications reasonably necessary for the execution of the Work. The Contractor shall keep in good order on the Project one copy of Drawings, Addenda, and Project Manual which shall be readily available to the Architect,the Owner, and their Representatives. SECTION 7 - TESTING: 1. The Owner and/or the Architect reserve the right to have tests made when deemed necessary. 2. Tests not specified as parr of a trade section shall be paid for by the Owner. 3. Should tests reveal a failure of the Work to meet the contract requirements, subsequent tests, related to the failure, shall be paid for by Contractor. 4. Tests shall be made In accordance with recognized standards by a competent, independent testing laboratory. • Lee•Ruff•Stark Architects 1115193 • Page f egoi 'r_ ' w- !': .'It. h'''' 4'At. ?•- .>0"4"',1*'' *.,al �:�'� 1. ,11:',.. ''-.14•1, tit., ., " d• ..i„'.. top. . , r� f. Division gp Tlgard/Metzger Meeting House -0 11' 5. Materials found defective or not in conformity with the Contract Documents shall be promptly replaced or repaired at the expense of the Contractor. r f ' 6. Samples required for testing shall be furnished by the Contractor and selected as directed by the Architect. SECTION 8 - SURVEYS, BUILDING LAYOUT, & SITE EXAMINATION: rfF! 1. The Owner will be responsible for establishment of lot lines and bench marks. 2. The Contractor shall be responsible for: a. Laying out the Work hereunder on the building site, I j, b. The proper observance of property lines and set back requirements, '"+' c. The location and layout of buildings as noted in the Drawings with respect to the position on the property and elevation in relation to the grade, 1 A d. If the site conditions indicated in the Contract Documents differ materially from those the Contractor encounters in the performance of the Work,the Contractor sh 4II,within ten days and before such conditions are disturbed, notify the Architect in writing of - • 1) Differing subsurface or latent conditions, or 2) Unknown physical conditions or conditions of an unusual nature at the site, differing materially from those ordinarily encountered and generally recognized as inhering in work I of the character provided for in this Contract. 3. The Architect shall promptly investigate the reported differing conditions and if he finds such conditions do materially so differ and cause an increase or decrease in the Contractor's cost of or the time required for performance of any part of the Work under this Contract,whether or not changed as a result of such conditions, the Owner shall cause an equitable adjustment to be made and modify the Contract in writing. SECTION 9 - ROYALTIES & PATENTS: 1. The Contractor shall pay all royalties and license fees. The Contractor shall defend all suits or claims 1 : if for infringement of any patent rights and shall save the Owner harmless from loss on account thereof. SECTION 10 - CONTRACTOR'S LIABILITY INSURANCE AND BONDS: 1, Insurance: I a. The Contractor shall not commence work under this Contract until he has obtained, as a minimum, the insurance required hereunder and evidence of such insurance has been submitted to and approved by the Owner. The submittal of said evidence to the Owner shall not relieve or decrease the liability of the Contractor hereunder. 1) Workers'Compensation& Employers'Liability Insurance - a) As required by statute. r ' 4,; o Page 4 • 1/15/93 Lee•Ruff•Stark Architects r I it Tigard/Metzger Meeting House Division 00 dii r 2 Commercial General LiabilityInsurance - ISO Form CG 00 01 (11/85) or equivalent, Occurrence Policy,with- a) Limits of not less than- (1) General Aggregate $ 2,000,000.00 V (2) Products - Comp/OPS Aggregate $ 2,000,000.00 (3) Personal and Advertising Injury $ 1,000,000.00 a (4) Each Occurrence $ 1,000,000.00 (5) Fire Damage(any one fire) $ 50,000.00 ' I (6) Medical Expense (any one person) $ 5,000.00 b) Endorsements attached thereto including the following or their equivalent .. ».1 (1) ISO Form CG 25 01 (11/85), Amendment Of Limits Of Insurance (Designated Project or Premises), describing the subject Contract and specifying limits as shown above. U; (2) ISO Form CG 20 10 (11/85), Additional Insured -- Owners, Lessees, Or Contractors (Form B), naming the Owner as additional insured and containing the following statement - "This Endorsement Also Constitutes Primary Coverage In The Event Of Any Occurrence, Claim, Or Suit". 3) Automobile Liability Insurance, with-• , a) Limits of not less than$1,000,000.00 Combined Single Limit per accident. b) Coverage applying to Any Auto. 2. Certificate of Insurance,on ACORD 25-S(3/88) Form, or equivalent,filed with the Owner Identifying: a. Owner, as define.- in the Construction Agreement,as Certificate Holder and Additional Insured. b. Endorsements, .^ '•:,tod above. (Note: If forms other thar ISO forms are used, copies of the non-ISO forms are to be attached to this certificate). c. Project as defined in ttie Construction Agreement. "" d. Cancellation clause of the certificate amended to read, "Should any of the above described policies be cancelled before the expiration thereof, the issuing company will mall 30 days written notice to the certificate holder named to the left". e. Insurance Companies Providing Coverage - All companies listed must be rated "B Class V" or ! better in the A.M. Best Company Key Rating Guide--Property--Casualty, current edition. I. The Name, Address, And Telephone Number Of The "Producer" - The certificate to bear an j original signature of the Authorized Representative of the Producer. Facsimile or mechanically reproduced signatures will not be accepted. T 3. Performance Bond and Labor& Material Payment Bond: • • a. The Contractor shall furnish to the Owner a performance bond and a labor and material payment bond each in an amount equal to 100 percent of the Contract sum, as security for all obligations • arising under the construction agreement. Such bonds shall- 1 1) Be written on Form AIA Document A312. Where the laws of the state in which the Project Is located mandate a statutory payment bond form, such mandated payment bond form - shall be used but Is to be accompanied by the AlA Document A312 Performance Bond 2) Be issued by a surety company or companies licensed In the state in which the Project is located and holding valid certificates of authority under Sections 9304 to 9308, Title 31, 01 { the United States code as acceptable sureties or reinsurance companies on federal bonds. '' The penal sum obligation assumed by each surety, shall not exceed the authorization ,, shown in the current revision of Circular #570 as issued by the United States Treasury . Department i.e. "Treasury List". #i .. 3) Be accompanied by a certified copy of the Power of Attorney stating the authority o: the Attorney-in-tact executing the bonds on behalf of the Surety. 4. The Owner reserves the right to reject any insurance company, policy, endorsement, certificate of insurance, surety company, certificate of insurance, performance bond, or labor and material payment bond with or Aithout cause. - et e.iuif t3`a crArrchitects 1 1 image?,'-- j 4 II L 4100001 ', ��ra,,i,A.k:i h•,, ..yam • [--- . . , . TlDivision 00 gard/Meetzger Meeting House 5. The cost of such insurance and such bonds as required above shall be the obligation of the Contractor. SECTION 11 - HOLD HARMLESS AGREEMENT: ,.ro 1. In addition to obtaining insurance coverage as required above, Contractor shall indemnify and save h the Owner, the Architect, and their agents and employees harmless from and against any and all 'I liability, demands, causes of action, or claims thereof,whether well-founded or otherwise, including O the cost of defending the same,for bodily injury to any person whosoever(incidding the employees of the Owner or the Architect)or damage to property of any person In the course of construction as a ,1 • result of the negligence of the Contractor, the subcontractors or materialmen, their agents or employees. 0 2. In addition to the foregoing, the Contractor shall be liable to defend the Owner In any lawsuit filed by j any subcontractor or materialmen as a result of the building project which is the subject matter of this i .:w1 Contract. 3. In addition to the foregoing, Contractor shall be liable to defend the Owner in any lawsuit filed by any 1 „ ,, subcontractor or materialman as a result of 'he Project which is the subject matter of this Contract. I Where liens have been filed against the Owner's property, this shall include and require the Contractor and/or his bonding company which has issued bonds upon the Project, to obtain lien releases and record them in the appropriate county and/or local jurisdiction as the case may be so as to unencumber and provide the Owner with a title tree and clear from any liens filed by subcontractors •M and/or material suppliers,which have supplied labor and/or materials to the said Project. 4 No subcontract shall relieve the Contractor of any of his liability or obligation under the Contract. The a Contractor agrees that he is fully resnnrsible to the Owner for acts or omissions of his subcontractors , and their materialmen and of parsons either directly or indirectly employed by them. .41 SECTION 12 - BUILDERS RISK LOSSES: • I ,” 1. The Owner will reimburse the Contractor, including the interests of the Contractor and the subcontractors, for their losses to the Project, described herein, to the extent to which such losses would have been covered under the All-Risk Builders Risk Insurance Policy Forms promulgated by Insurance Services Office, Inca*, and more particularly described as Builders' Risk Coverage Form CP 00 20 (07/88)•" and Causes Of Loss - Special Form CP 10 30 (07/88)". Loss adjustments will also be subject to the following: , a. Coverage, Exclusions, Limits Of Insurance, Deductible, Loss Conditions, Additional Conditions, • and Definitions as given in ISO Builders' Risk Coverage Form CP 00 20 (07/88)" and Covered ••- Causes Of Loss, Exclusions, Limitations, Additional Coverage--Collapse, Additional Coverage , Extensions, and Definitions as given In ISO Causes Of Loss--Special Form CP 10 30(07/88)". b. Deductible Clause - The sum of One Thousand Dollars ($1,000.00) shall he deducted from the total sum of all loss or claim, or series of claims, arising out of any one occurrence. This deductible amount is the responsibility of the Contractor. c. Loss Reporting Procedure - All losses requiring reimbursement under this Section shall be reported to the Owner's area physical facilities manager prior to the beginning of repairs In order - that details of loss can be obtained and verified to facilitate a prompt loss adjustment. 2. Copies of the Insurance forms referred to above may be obtained through most licensed property, casualty, and surety agents or brokers. Upon request, Owner wi'I assist in obtaining copies should such assistance be necessary. 7151- 1/15/93 Lee•Ruff•Stark Architects s L4....j '7V • limo ' Tlpud/Metzper Meetlrtp House _ DlrAalon 00 ,A S; " Includes copyrighted material of Insurance Services Office Inc, with its permission. Copyright, mu, Insurance Services Office Inc, Forms CP 00 20 1988 and CP 10 30 1988. ,,,� SECTION 13 - MEASUREMENTS: iii 1. Before ordering any materials or doing any work, the Contractor shall verify all measurements to rroperly size or fit the Work. No extra charge or compensation will be allowed by the Owner resulting "'1 fr)m the Contractor's failure to comply with this requirement. II411. •9 1 SECTION 14 - INSPECTION OF WORK: 1. The Architect and/or the Owner shall both jointly and severally, at all times during its progress, have .... ;ull access to all phases of the Work. Contractor shall provide adequate means to facilitate Inspection ] by either party '4.: a. Contractor shall notify Architect 24 hours minimum in advanceof performing work which wculd , cover or otherwise make ft difficuttto inspectstructural, plumbing, mechanical,or electrical work. i ] 1) Should anyotsaid work be covered without proper notification having beengiven Architect, Contractor shall uncover that work for inspection at hisown expense. 2) Contractor shall schedule the work so an inspectionteam mayobserve and inspect a maximum part of the mechanical, electrical,and plumbing work in operating condition, before it is covered up. This formal"overhead" inspection team will furnish a list of items thatmust be completed to satisfaction of Architect before the work is covered over. 3) Contractor shall notify Architect when he is ready for the overhead Inspection SECTION 15 - SUPERVISION & CONSTRUCTION PROCEDURES: . 41. The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be j solely responsible for all construction means, methods, techniques, sequences, and procedures f and for coordinating all portions of the Work under the Contract. SECTION 16 - ARCHITECT'S STATUS: 1. The Architect shall be the Owner's representative during the construction period. a. The Architect will make frequent visits to the site to familiarize himself with the progress and quality of the Work and to determine if the Work is proceeding in accordance with the Contract •' Documents. He will be required to make on-site inspections to check the quality and quantity of ... the Work. During such visits and on the basis of his observations while at the site, he will keep the Owner informed of the progress of the Work, will endeavor to guard the Owner against ,--„, defects and deficiencies in the work of the Contractor, and he may condemn work as failing to conform to the Contract Documents. -'" b. He shall have authority to act on behalf of the Owner only to the extent expressly provided in his agreement with the Owner which shall be shown to the Contractor upon request. He shall have authority to stop the work, with concurrence of the Owner, whenever such stoppage may be ..,<. necessary In his reasonable opinion to insure the proper execution of the Contract. c. The Architect shall be in the first instance the Interpreter of the conditions of the Contract and the judge of its performance. He shall use his powers under the Contract to enforce its faithful performance by the Contractor. The Architect will review shop drawings and samples. The "" Architect will prepare Change Orders and will have authority to order minor changes in the Work. The Architect will conduct inspections to determine the dates of substantial completion and final .... Lee•Ruff•Stark Architects 1115/93 • Page 7 1 f'1 S 1 i ard/Metz er Meetin House illii'l .........._... . . dnuu.""mm."mlm.m..... "7" .....I...7.""'Ium7":.....71 I ! Wigton 00 ._� 17g g ! 0 completion, will receive and review written guarantees and related documents required by the Contract and assembled by the Contractor,and will issue a final Certificate for Payment. 11, d. In case of the termination of the employment of the Architect, the Owner shall appoint an Architect against whom the Contractor makes no reasonable objection,whose stati's under the I ,, li Contract shall be that of the former Architect in all respects. SECTION 17 - ARCHITECT'S DECISIONS: 1. The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. SECTION 18 - EMERGENCIES: I .. 1. In case of an emergency endangering life or threatening the safety of the structure or of adjoining property, the Contractor may,without waiting for specific authorization from the Architect or Owner, act at his own discretion to safeguard life or property. Compensation and time shall be allowed the Contractor for such emergency work, the amount of both to be determined between the Contractor, the Architect, and the Owner by agreement. 2. The Contractor shall make a full written report of such emergency action to the Architect within five days alter the event. SECTION 19 - 1 EMPORAPY OR TRIAL USAGE OF ANY MECHANICAL DEVICES: • 1. Temporary or trial usage by the Owner of mechanical devices, machinery, apparatus, equipment, or other work or materials supplied under this Contract prior to written acceptance by the Architect, shall not be construed as evidence of the Owner's acceptance. --- SECTION 20 - CONDEMNATION OF WORK: 1. The Owner and/or the Architect shall have the right to condemn and require removal of the following at the Contractor's expense- • a. Any portions of the Work done under this Contract which do not meet the requirements of the Contract Documents either in substance or installation. ,„ b. Any portions of the Work damaged or rendered unsuitable through installation or resulting from failure to exercise proper protection. SECTION 21 - CHANGES IN THE WORK: 1. The Owner, as represented by the Physical Facilities Area Manager, may, at any time,without notice to the sureties, by written order designated or indicated to be a Change Order, make any change within the general scope of the Contract, including but not limited to changes - a. In the Contract Documents, as defined in Section 2 of the General Conditions, b. In the method or manner of performance of the Work, c. In the Owner-furnished facilities, equipment, materials,or site, or d. Directing acceleration in the performance of the Work. w - 2. Any other written order or an oral order from the Owner or Architect, which in the opinion of the Contractor causes any such change, shall he treated as a Change Order under this clause, provided „,� `:; "Page 8• 1/15/93 Lee•Ruff•Stark Architects i I ,^ X MP • t' 1 1 • gy I r 1 ... Tlgard/Metzger Meeting House Division 00 • • the Contractor gives the Owner ..Ind Architect written notice stating the date, circumstances and source of the order, and a statement that the Contractor regards the order as a Change Order. 3. If any Change Order under this Contract causes an increase or decrease in the Contractor's cost of or the time required for the performance of any part of the work under this Contract, an equitable adjustment shall be made and the Contract modified in writing accordingly, provided however,that no lk claim for any Change Order under Section 21, Paragraph 2 shall be allowed for any costs incurred 10A more than twenty (20) calendar days before Contractor gives written notice to the Owner as therein required. art 4 6 4. Field Changes- II a. The Architect is authorized to order minor changes during the course of the Work which will not involve extra cost or time and which are consistent with the general intent of the Contract Documents. Further,the Architect,with the concurrence of the Area Physical Facilities Office, is authorized to order on-the-spot minor changes of a value of $1000 or less with no time extension in order to avoid delaying the Work. The price of such minor changes will be mutually agreed between the Architect and the Contractor and recorded on a Field Change Instruction form. The Contractor will proceed with the changed work forthwith. These minor field changes will subsequently be Included in a Contract Modification. , : r 5. Change Orders- a. Except for Field Changes in Section 21, Paragraph 4, Emergencies in Section 18, and to avoid 0 delay as hereinafter provided, no change in the Work shall be made without a written Contract ► Modification in the form of a Change Order. The Contractor's proposal furnished In accordance tr. with Section 21, Paragraph 6 shall be the basis of negotiation for Contract price and/or time aajustments made by Change Order " b. If the Owner determines it is necessary to proceed with changed work to avoid delay before law prices or time have been negotiated, he may order the Contractor to proceed on a time and materials basis or on a mutually agreed not-to-exceed price and/or time. This notice to proceed will be In writing or confirmed in writing by the Architect. *ItUpon receipt of such order, the Contractor shall immediately perform the changed work with due diligence. Thereafter,the Owner and the Contractor shall negotiate the Change Order :I price and/or time as soon as practicable, and a Contract Modification will be made. If negotiations for price and/or time on any Change Order do not result in agreement within a reasonable time, the parties to the Contract shall handle the matter as a dispute under Section 24"DISPUTES". 1. rh 6. The Contractor, in connection with any proposal he makes for a Contract Modification, shall furnish a �� price breakdown itemized as required by the Owner. Unless otherwise directed,the breakdown shall be in sufficient detail to permit an analysis of all material, labor, equipment, subcontract and overhead 44 costs as well as profit, and shall cover all work involved in the Modification, whether such work was i NJ deleted, added, or changed. Any amount claimed for subcontracts shall be supported by a similar price breakdown. In addition, if the proposal includes a time extension, a justification therefor shall also be furnished. The proposal, together with the price breakdown and time extension justification; shall be furnished within thirty(30)days of the date first requested by the Architect. 1 -- a. In such proposals,profit and overhead shall be computed as follows- 1) Subcontractor's profit and overhead shall not exceed 15%of total direct costs. 2) The Contractors profit and overhead on work performed by his own crews shall not exceed — 15%of total direct costs. 3) The Contractor's profit and overhead on work performed by his subcontractors shall not exceed 5%of total direct costs. 4) On credit changes, profit and overhead on the originally estimated won< will not have to be . — returned to the Owner. i ! j Lee•Ruff•Stark Architects �e • =1 • n, • •44..-.m.,,,',,, Ntllt+ i 76>'i�i��, -1i Ir°„ !• i•E.•, , .. ;l Er , ia..i Ply. . ... tl r 4.1��, ,tly8� l�r !u 1j•' P'' ;, 1� v , , ,1,.,,,,., , . , ,. „ • Sir ., air�; r * �I4,i,, t.; fir,: . . ................._..... [--- 1 1 1 M.. Division 00 — Tigard/Metzger Meeting Nouse r— 1 7. Upon accepting a Change Order by signing it, the Contractor releases the Owner from any further claim in money and for time by reason of the changed work. 8. No claim by the Contractor for an equitable adjustment of any Change Order shall be allowed if ...., submitted after final payment under this Contract. SECTION 22 - CLAIMS FOR EXTRA COST: 1. If the Contractor intends to assert a claim for equi';.: le adjustment of cost or time by reason of any ,, �r instruction given him or because of an event c, circumstance, he must, within thirty (30) calendar days after receipt of such instruction or such event or circumstance submit to the Architect and the ,. rillimmililimiffillimmillimiamillailliNNINNINIIIIIIIRmilliff Owner a written statement setting forth in detail the nature and monetary extent of such claim. This time limit may be extended by Owner. If a mutually acceptable settlement of the claim cannot be u, reached within a reasonable ting, the parties to the Contract shall handle the matter as a dispute Mb under Section 24 "DISPUTES. , Il ,t SECTION 23 - DELAYS AND EXTENSION OF TIME 1. All time limits stated in the Contract Documents are of the essence of the Contract. 1 2. If the Contractor is delayed at any time in the progress of the work because of changes ordered in the work, labor disputes, inclement weather, unusual delay in transportation, or any other causes beyond • the Contractor's control,which the Owner may determine justifies the delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Owner may determine. a. All claims for extension of time shall be made in writing to the Architect. 1) Claims for delay due to inclement weather shall be made by the 10th of the month following ', l the month of the delay. 2) Other claims shall be made no more than twenty days after the commencement of the delay. 3) Claims made beyond these time limits shall be null and void. b Requests for extension of time shall be fully documented by including copies of daily logs, letters, shipping orders, delivery tickets, and other supporting Information. c. In case of a continuing cause of delay only one claim is necessary. • d. Normal working days are based on a five day week. e. For agreements based on calendar days, extensions of time shall be determined by multiplying working days allowed for time extension by a factor of 1.4. t• . SECTION 24 - DISPWES: r 1. Except as otherwise pr,vided in the Contract Documents, any dispute concerning a question of fact arising under this Contract which is not disposed of by agreement shall be decided by the Owner(as represented by the Direc►ar of the Architectural & Engineering Services Division, The Church of 111u Jesus Christ of Latter-day saints), who shall reduce his decision to writing and mall or otherwise a furnish a copy thereof to the Contractor. The decision of the Director, Architectural & Engineering Services Division,will be final and conclusive unless within thirty days from the date of receipt of such copy, the Contractor mails or otherwise furnishes to the Owner a written appeal addressed to the Presiding Bishopric, The Church of Jesus Christ of Latter-day Saints; Attention: Counselor for Physical Facilities. The decision of the Counselor in the Presiding Bishopric shall be final and i 41 conclusive so far as the Owner is concerned. t I `' Tape 1 1 I Lee•Ruff•Stark Architects ■ S it ' " , r_.... ...,.. �. .......-......w•.xrA+ra.4 AAMr'+�'e4k�ro_s?nw t'r�. _ ,�"1 .1 co Ilgard/Metzger Meeting House _ Dlvlslon00 �_ I?.) IO 2. Pending final decision of a dispute hereunder. the Contractor shall proceed diligently with the performance of the Contract and in accordance with the above Director's decision. SECTION 25 - CORRECTION & WARRANTY OF WORK: 1. The Contractor shall promptly correct any work that fails to conform to the requirements of the Contract Documents where such failure to conform appears during the progress of the Work, and , • shall remedy any defects due to faulty materials, equipment, or workmanship which appear within a period of one year from the Date of Substantial Completion of the Contract or within such longer .,,; period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents. The Contractor shall pay all costs of correcting faulty work, incauding additional Architect's fees when incurr&d. iCil SECTION 26 - OWNER'S RIGHT TO DO WORK: 1. If the Contractor defaults or neglects to carry out the Work In accordance with the Contract Documents or fails to perform any provision of the Contract, the Owner may, seven days after providing written notice to the Contractor and without prejudice to any other remedy he may have, make good such deficiencies. In such case, an appropriate Change Order will be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies including the cost of the Architect's additional services made necessary by such default, neglect, or failure. The Architect must concur with both such actior and the amount charged to the Contractor. J ] If the payments then or thereafter due the Contractor are not sufficient to cover such amount, Contractor shall pay the difference to the Owner. .44 SECTION 27 - CONTRACTOR'S APPLICATION FOR PAYMENT: 1. Once each month, the Contractor shall submit to the Architect for his approval and transmittal of original copy to the Ow ler, an Application for Payment based on the estimated value of the Work • completed and me:terial5 on the site as of that date. Such estimate shall be based on the schedule of values submitted b>' the Contractor. The Contractor warrants and guarantees that title io all Work, r materials, and equipment covered by an Application for Payment, whether incorporated in the Project or not, will pass to the Owner upon the rec3ipt of such payment by the Contractor, free and clear of all liens,claims, security interests,or encumbrances and that no work, materials,or equipment covered by an Application for Payment will have been acquired by the Contractor or by any other we person performing the work at the site or furnishing mas.eriafs and equipment for the Project, subject to an agreement under which an interest therein or an encumbrant )thereon is retained by the seller or otherwise Imposed by the Contractor or such other person. 1 *+ •-. SECTION 28 - PAYMENTS TO CONTRACTOR: ""' 1. On proper certification by Architect, based on Contractor's monthly application for payment, Owner will within fifteen (15) days after receipt of said certification pay to Contractor by placing in the United j States Mail a sum equal to 90%of amount requested, less previous payment thereon. ,,,{ a. However, Owner at his sole option may, at any time after fifty percent (50%) of the Work has been completed make any of remaining progress payments in full. 1 2. Upon payment of each monthly estimate by Owner, Contractor shall pay to each subcontractor amount allowed to Contractor on account of subcontractor's work to extent of subcontractor's 1,1 interest therein. • �•+ ee• to rc tecta 1713793•Pape 11 • nn • { I • . , :., ,,,,„ t f h" ,, ,.„,.„.1, ,, � ,,",,11 . , ., .. Y I , :r ... i 1. • •ins• /^. '9' S ' 'A oFtk.•,..." ± ' I�"�p'•rrn ,,.r-::rylr ;�;k,•-'4 pq rt '' ir`':: Y , •.:r.-, ' � •'S �ll�b YY4, fir. a,{'1 '� .•,. •3. *ri***44 I ,i ' ' • Dfvlsfon 00 Tigard/Metzger Meeting House 111) } 3. The Contractors monthly estimate which shall show the amount paid for under the subcontract shall be available in the Architect's office for examination by the subcontractors. Full and final payment of the Contract sum shall be made within thirty (30) days of the completion of all of the following requirements a. The Architect's written declaration to the Owner that the Work is complete, b. Payment of all labor and material bills, and receipt of all final lien waivers and/or releases of lien from all subcontractors, materialmen, mechanics, and suppliers, and/or an affidavit, if required, • .' and c. The Owner's acceptance of the Project in writing. 4. No payment made under this Contract either wholly or in part shall be construed to be an acceptance of defective or improper materials or workmanship. SECTION 29 - PAYMENTS WITHHELD: O , -~ 4 1. Payments may be withheld from the Contractor by the Owner in order to protect the Owner from loss due to: a. Defective work not remedied, b. Liens or claims filed or reasonable evidence of probable filing, c. The Contractor's failure to promptly pay subcontractors for labor and materials accepted by the Contractor, d. The Architect's reasonable doubt that the Project can be completed for the unpaid balance of the Contract price, • e. Damage to another contractor,or f. Failure to maintain scheduled progress. 2. Upon satisfactory removal of any such grounds,payments so withheld will be made. SECTION 30 - CONTRACTOR RESPONSIBILITY: 1. Notwithstanding the provisions of Sections 12 and 27, the Contractor is fully responsible for the Project and all materials and work connected therewith until the Owner has accepted the completed Project in writing. The Contractor shall replace or repair at his own expense any materials or work damaged or stolen, regardless of whether he has received payment for the work or materials from the Owner. 2. By executing the Contract, the Contractor represents that he has visited the site,familiarized himself with the local conditions under which the Work is to be performed, and correlated his observations with the requirements of the Contract Documents. 3. The Contractor shall employ a competent superintendent satisfactory to the Architect. The superintendent shall be in attendance at the Project site during the progress of the Work. This superintendent shall not be changed except with the prior consent of the Architect, unless the superintendent ceases to be in Contractor's employ The replacement superintendent shall also be subject to these conditions. The superintendent shall represent the Contractor, and all communications given to the superintendent shall be as binding as if given to the Contractor. Important communication will be confirmed in writing. Other communications will be so confirmed on written request in each case. age 1 - 1! 5M Lee•Ruff•Stark Architects • .- r E;'±. .14 t k *4 o"•W ' Y._ y i c. sir �.:-..q6 ;Q 7'ai ^-.ro+." ' f • • r, • J per. 4110 ') 1 °`' Tlgard/Metzger Meeting FI'ouse '00Nap . • .., ,..... ., .' 4. Contractor shall designate a responsible member of his organization at the site whose duty shall be ' the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise '' ' designated in writing by the Contractor to the Owner and the Architect. 5. Contractor shall form ,'all communications to the Owner through the Architect 6. Unless otherwise directed, the Contractor shall within one (1) hour after the bid opening, furnish to the Architect and Owner a list of the proposed subcontractors who will be working on the Project. , • Within forty-eight (48) hours thereafter, the Architect or Owner will notify the Contractor in writing if ,,' any of the listed subcontractors are unacceptable. Failure by the Architect or Owner to give such notice within the forty-eight hour period shall constitute acceptance. 41110 • --- 7. The Contractor shall not contract with any subcontractor or any person or organization proposed for portions of the Work designated in the Contract Documents who has been rejected by the Owner or .." the Architect. The Contractor will not be required to contract with any subcontractor or person or organization against whom he has a reasonable objection. 8. If the Owner or the Architect refuses to accept any subcontractor or person or organization on a list submitted by the Contractor in response to the requirements of the Contract Documents, the Contractor shall submit an acceptable substitute and an equitable adjustment will be made in the Contract sum by Change Order if made necessary by reason of such substitution. However, no l increase in the Contrr ct sum shall be allowed for any such substitution unless the Contractor has • acted promptly and responsively in submitting for acceptance any list of names as required by the Contract Documents. 9. If the Owner or the Architect requires a change of any proposed subcontractor or person or '" organization previously accepted by then, the Contract sum shalt be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. -,,. 10. The Contractor shall not make any substitution for any subcontractor or person or organization who • has been accepted by the Owner and the Architect unless the substitution is acceptable to the Owner and the Architect. 11. All damage or loss to any property caused in whole or in part by the Contractor, any subcoitracwr, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may ' be liable, shall he remedied by the Contractor at no cost to the Owner. 12. Contractor shall be solely responsible for initiating and supervising all safety programs including, but not limited to- a. All persons on the site including the general public, • b. All conditions specified in Division 01, and _, c. All conditions required by codes and/or governmental regulations including OSHA. • SECTION 31 - OWNER'S RIGHT TO TERMINATE CONTRACT: 1 Contractor shall give Owner at least 20 day's written notice before filing any petition for bankruptcy. In the event that Contractor flies any petition, without first giving the above required notice, this shall .-, constitute a material breach of the Contract; and this Contract will automatically become null and void without any further action on the part of either party, as of the time the intent to file the petition was formed. 2. Should the Contractor make a general assignment for the benefit of his creditors, or if he should persistently or repeatedly refuse or fail, except in cases for which extension of time is granted, to Lee•Ruff•Stark Architects — 1/15/93• Page 13 — • * tie 410,41 *. t• o it `I,�y.,,', ' Y''tri, '; '3 r 1 k I y' , „_ r-F--- . . ,. . .. Tigard/Metzger Meeting House l—, Division 00 r • apply enough properly-skilled workmen or proper materials to properly prosecute the Work, or if he ,, should fail to make prompt payment to the subcontractors or materialmen for accepted material or labor, or persistently disregard laws, ordinar'ec, or Instructions of the Architect and the Owner, or otherwise be guilty of substantial violation of any provision of the Contract, then the Owner may, 0 without any prejudice to any other right or remedy and after giving the Contractor five(5)day's written notice, terminate employment of the Contractor and take possession of the premises and all ..... materials,tools,and appliances thereon, and finish the Work by whatever method the Owner deems ~ expedient. In such case, the Contractor shall not be entitled to receive any further payment until the ' Work is finished. If the unpaid balance of the Contract price exceeds the expense of finishing the Work, including compensation for additional administrative services, such excess shall be paid to the OP Contractor. If such expense shall exceed the unpaid balance,the Contractor shall pay the difference to the Owner. i SECTION 32 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT: 1. It the Work should be stopped under an order of any court or other public authority for a period of thirty (30) days,or if the Architect should fail without proper cause to issue a Certification of Payment within twenty-one (21) days of the request for such Certification, or the Owner shall fail to pay such a, Certification within twenty-one (21) days of its issuance,then the Contractor may, on seven (7)days written notice to the Owner and the Architect,terminate this Contract and recover from the Owner the :i percentage of the Contract price represented by the Work completed as of the date of termination together with any loss sustained on plant and materials which can be established. I SECTION 33 - SEPARATE CONTRACTS: 1. The Owner reserves the right to award other contracts in connection with other portions of the I Project under these or similar Conditions of the Contract. 41 2. When separate contracts are awarded for different portions of the Project, "the Contractor" in the i' Contract Documents in each case shall be the contractor who signs each separate contract. 3. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect andii coordinate his Work with theirs. ti 4. If any part of the Contractor's Work depends for proper execution or results upon the work of any t' ! other separate contractor, the Contractor shall inspect and promptly report to the Architect any , apparent discrepancies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor so to inspect and report shall constitute an acceptance of the work of the other contractor as fit and proper to receive his work, except as to defects which may develop In the other separate contractor's work after the execution of the Contractor's Work. 5. Should the Contractor cause damage to the work or property of any separate contractor on the I Project, the Contractor shall, upon due notice, settle with such other contractor by agreement if he • will so settle. i SECTION 34 - ASSIGNMENT: " 1. Contractor shall not assign or sublet this Contract or any part thereof or any monies due him thereunder without prior written consent of the Owner. Tage 14 • 1/15/93 Lee•Ruff•Stark Architects T ..i .... . . . . ., , F-..m..„,....,,,,,..... p.„ : 1 . `"„i TIgard/Metzyer Meeting House Division 00 •7 SECTION 35 - SUBCONTRACTORS: a 1. The Contractor's responsibility for this Project includes the work of all subcontractors and materialmen including those recommended or approved by the Owner or its Representatives. The Contractor shall be held responsible to the Owner for proper completion and guarantee of all workmanship and materials under sutcontracts and for the acts and omissions of his subcontractors • or their employees. Any warranties required in such work shall be obtained by the Contractor in favor of the Owner and delivered to the Owner. It is expressly understood and agreed that there Is no '4 contractual relationship between the Owner and any subcontractor, and under no circumstances o, shall the Owner be responsible for the non-performance or financial failure of any subcontractor or ligany effects therefrom. 2. The Contractor shall require each subcontractor to agree - a. To be bound by terms of the Contract Documents as far as applicable to his work, b. To assume toward the Contractor the same obligations the Contractor has assumed toward the Owner, including the prompt payment of his employees and materialmen affected by this work, c. To submit his applications for payment to the Contractor in time to permit the Contractor to make • timely application to the Owner, d. To execute claim or lien releases or lien waivers as requested by the Contractor for payments made by the Contractor, and e. To make all claims for extra work done or for extensions of time to the Contractor in the same manner the Contractor is to make this type of claim to the Owner. 3. The Contractor agrees in his relationship with the subcontractors- a. To bind himself to the subcontractors by all the obligations that the Owner assumes to the Contractor and b. To pay the subcontractors promptly upon receipt of payment from the Owner that portion of the funds received as represents the subcontractor's portion of the Work completed to the Contractor's satisfaction for which payment was made by the Owner. SECTION 36 - LIQUIDATED DAMAGES: 1. For each and every calendar day the Work or any portion thereof remains incomplete after the expiration of the time limit set in the Contract, or as extended by the Owner,the amount per calendar day indicated in the Supplementary Conditions will be deducted from the money due or to become due to the Contractor not as a penalty but as liquidated damages and added expense Including administrative and inspection cost. 2. Paragraph 1 above notwithstanding, at the time of substantial completion, and after the meeting to certify the same as required in other Sections of this Contract,the liquidated damages will continua, at a reduced amount, and be in full force and effect, not as a penalty but as liquidated damages,for each calendar day that Contractor shall exceed the time allowed for him in the substantial completion certificate as agreed between Owner and Contractor to complete the remaining work on the Project. As may be required,the amounts of liquidated damages, if any,shall be accrued and backcharged against Contractor. __. Lee:Ruff.Stark Architects 1115193- Page 15 I Division 00 Tiger&Metzger Meeting House 1 a SUPILEMENTARY CONDITIONS ITEM 1 - COMMENCEMENT, PROSECUTION, & COMPLETION OF WORK: • } 1. Contractor shall be required to commence work promptly after receipt of notice to proceed from the Owner unless the time of commencement has been previously agreed to by the Owner and the Contractor. He shall prosecute the Work diligently so as to complete It within the time limit allowed in the Contract Documents. a; 2. The time limit for completion of this Work shall be 270 calendar days after receipt of notice to proceed 411r regardless of time of commencement. ITEM 2 - LIQUIDATED DAMAGES: 1. The amount agreed upon and established as liquidated damages up to substantial completion is $300.00 per calendar day. 2. The amount agreed upon and established as liquidated damages for each calendar day that • Contractor shall exceed the time allowed for in the substantial completion certificate shall be in the amount of one third (1/3) of the amount of the original liquidated damages sum or $100.00 per calendar day. _ i� t9, lsage - 1/1 13 Lee•Ruff•Stark Architects *kr • A YWw>--, - fY1`.4tWN'---P," y":yMl 4 Ot . I . 1 . "'? TlgardlMetzger Hestina Houaei Divlglon 01•General Requirements 0:;'',..i , i *d+ Q _y_isiON 01 - GE_NERAL R_EQUIREMENTa "' 01 000 GENERAL 01 010 SUMMARY OF THE WORK , 01 011 WORK COVERED BY CONTRACT DOCUMENTS !' `..101 013 WORK UNDER SEPARATE CONTRACT ' ^ r' e , ' i 01 040 COORDINATION r 01 045 CUTTING&PATCHING ,' ' 1 3 01 060 REGULATORY REQUIREMENTSr •°� 41 01 062 EASEMENTS, PERMITS & REGULATIONS 1....J 01 090 REFERENCES j rr 01 092 ABBREVIATIONS • 01 100 SPECIAL PROJECT PROCEDURES ') fI 01 101 SPECIAL SERVICES REQUIRED »'.I 01 102 ACCELERATION OF THE WORK 7 01 200 PROJECT MEETINGS i d 01 210 PRE-CONSTRUCTION CONFERENCE i 77 01 220 PROGRESS MEETINGS i 01 300 SUBMITTALS 01 301 GENERAL . 01 310 PROGRESS SCHEDULE ' 01 315 SUBMITTAL SCHEDULE .. 01 320 PROGRESS REPORTS - 01 340 SHOP DRAWINGS, PRODUCT DATA, & SAMPLES 1 01 370 SCHEDULE OF VALUES I ' 01 400 QUALITY CONTROLS W1 01 410 TESTING LABORATORY SERVICES r-; 01 440 CONTRACTOR'S QUALITY CONTROL 01 500 CONSTRUCTION FACILITIES & TEMPORARY CONTROLS ' • 01 511 TEMPORARY ELECTRICITY 01 512 TEMPORARY LIGHTING 01 513 TEMPORARY HEATING,COOLING,&VENTILATING 01 514 TEMPORARY TELEPHONE 01 515 TEMPORARY WATER w 01 516 TEMPORARY SANITARY FACILITIES • y �.� 01 527 SCAFFOLDING, PLATFORMS. ETC Lee•Ruft•Stark Architects 1/15193• ager 4F,M>ww•+ww-'^+.......,...,_ .. .,. +.yu,p.N`:M't'.:+'ti..yti.:,: ., ,u,..rx.: ..au.,�.... .,...,�, rik ,014 ;'. A..04411 Ws* 4. ,,' , N n, k,e . I ,,l:k'' f ` Dlvisrlon 01•General RequirementsTigard/Metzger Meeting House t 1 • . ) I 01 533 EXISTING TREE&PLANT PROTECTION "� 01 534 TEMPORARY ENCLOSURES a I 01 542 PROTECTION FROM SNOW&ICE ,,t, 01 543 BRACING,SHORING,&SHEATHING 01 544 PROTECTION OF PERSONS l li 01 545 PROTECTION AGAINST WEATHER I ��' ' 01 546 PROTECTION OF EXISTING WORK 01 547 FIRE PROTECTION 01 548 PROTECTION OF ADJACENT PROPERTY . 01 551 ACCESS ROADS 01 561 CONSTRUCTION CLEANING 01 568 SURFACE WATER CONTROL_ 01 580 PROJECT IDENTIFICATION&SIGNS 01 591 OFFICES i i .. 01 592 SHEDS 01 600 MATERIAL & EQUIPMENT • 01 610 DELIVERY, STORAGE,&HANDLING • 01 630 PRODUCT OPTIONS&SUBSTITUTIONS 01 700 CONTRACT CLOSEOUT 01 710 FINAL CLEANING I r 01 715 FINAL INSPECTIONS& ACCEPTANCE • 01 720 PROJECT RECORD DOCUMENTS J 01 730 OPERATIONS&MAINTENANCE DATA 01 740 WARRANTIES&BONDS a.'1 "'.ff1 r» , L. ilk .. . 7, ,.4 � f r / L. SI I ii 4.4 Page 2- 1113193 Lee•Ruff•stark Architects r .I , uj • a!tFun..+alW4iYw i.K.Gw!rw 'G�?S<Y!'{wX'.♦,x: 1,- , h r„,r • I TlgardiMetzper Meeting HouseDivision 01•General Requirements ' QIVISION Q1 GENERAL REQUIREMENTS i•t•i 01 000 GENERAL r 1. Conditions: a. General Conditions and other contractual documents apply to each Division of the ' ' Specifications. b. Provisions contained In this Division apply to each Division of the Specifications. .. 2. Workmen: 0 a. Contractor shall at all times enforce strict discipline and good order among his workmen and shall not employ on the Work any unfit person or anyone not skilled in the work assigned to him. b. Smoking - 1) Contractor shall provide appropriate places on the Project sitefor those persons desiring to smoke during the course of construction. • ' 2) There shall be no smoking in building after roof sheathing is Installed 3) Contractor shall pc::' no smoking signs to this effect and enforce the above provision. c. Alcoholic beverages will n- !be allowJd on Project at any time. 3. Taxes: i1 li(' a. Except as contained in the supplementary Conditions, sales, use, payroll, unemployment, . old age pension, and surtax applicable to this Project shall be paid by Contractor with the exception of sales or use tax on materials furnished by Owner. M1 b. Taxes and assessments on real property comprising the site of this Project shall be paid by '„•j Owner. 4. Manufacturer's Directions: a. Follow Manufacturer's directions unless otnerwise indicated in Contract Documents. ,,,.i 5. Sunday Work: a. Work will not be permitted on the Project on Sunday except for emergency work as covered by Section 18 of the General Conditions. END OF SECTION QLQ]0 SUMMARY OF T.tiE_.bL49K r- 01 011 WORK COVERED BY CONTRACT DOCUMENTS 1. Unless otherwise provided, Contractor shall provide at his expense all materials, labor, equipment, tools,transportation, and utilities, including cost of connection, necessary for successful completion of Project. .... 01 U13 WORK UNDER OTHER CONTRACTS 1. Major building and site improvements demolition is being undertaken under separate contact. Contractor for this project (construction of the Meeting House) shall be responsible for demolition and site clearing not included in the separate contract. Information ,sgarding the separate contract is available from the architect's office. The contractor for this project shall be responsible for verifying actual (construction of the Meeting House) conditions and accounting for same in contract price. • END OF SECTION -- Ire•Ruff•Stam Architects 1 1• • •ape • xr 4111111117,' I1ITIiI1 .RequireTI Q1 040 COORDINATION 01 045 CUTTING & PATCHING I 1. Contractor shall coordinate all cutting,fitting,or patching of work that may be required to make the several parts of the Work come together properly and fit it to receive or to be re'eived by other portions of his own work or that of subcontractors c.r installing materialrnen as shown or reasonably implied by Contract Documents for completed structure. Also, make or have made proper and sufficient repair or closure as Architect may direct. 2. Do not endanger any work by cutting, digging, etc,and do not cut or F Mer work of any Section without prior consent of Architect. $ • END OF SECTION Ql.(102 REGULATORY REQUIREMENTS 01 062 EASEMENTS, PERMITS & REGULATIONS I 1 1. Easements: a. Permanent easements necessary for completion of this Work shall be procured and paid '' +• `;4 for by Owner. 2. Permits: a. Contractor shall obtain and pay cost of permits, licenses, fees, and bonds necessary for completion of this Work. b. Contractor shall secure certificates of inspection and of occupancy that may be required by authorities having jurisdiction over the Work. He shall deliver these certificates to Architect . prior to execution of Certificate of Substantial Completion. 3. Regulations: a. Contractor and others working under his jurisdiction shall perform all work in compliance with laws, regulations, and ordinances of any kind required by governmental authority or other agency having jurisdiction over this Work. b. If Contractor observes that Contract Documents are in variance with any laws, regulations, and ordinances, he shall notify Architect and shall not proceed unless necessary changes required for compliance with said laws, regulations, and ordinances have been effected as provided in General Conditions, Section 21. Contractor shall be fully responsible for any work — knowingly performed contrary to said laws, regulations,and ordinances and shall fully indemnify Owner against loss and bear all costs and penalties arising there from. END OF SECTION 1 • 01 090 REFERENCES I 01 092 ABBREVIATIONS 1. Abbreviations used in this specification for various societies, organizations, or government bodies shalt stand for the following: AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ANSI American National Standards Institute l'' ASTM American Society for Testing and Materials I IP' AISC American Institute of Steel Construction AITC American Institute of Timber Construction 4 • AISI American Iron and Steel Institute APA American Plywood Association AWS American Welding Society r^ 1 gage 4 • 1/15/93 Lee• Ruff•Stark Architects . L . 0.J ,,. ., .... ., . rp.•••••••••••••••=••••••••••••••••••■ ' Tigard/Metzger Meeting House Division 01-General Requirements • .. AWPA American Wood Preservers Association AAMA Architectural Aluminum Manufacturers'Association AWl Architectural Woodwork Institute BHMA Builders Hardware Manufacturers Association0 DFPA Douglas Fir Products Association .., DHI Door&Hardware Institute FHA Federal Housing Authority GSA General Services Administration ICBO International Conference of Building Officials NAAMM National Association of Architectural Metal Manufacturers w ` NEMA National Electrical Manufacturers'Association NWMA National Woodwork Manufacturers'Association .-. SMACNA Sheet Metal &Air Conditioning Contractors National Assoc SPIB Souter.rn Pine Inspection Bureau "' SSI Stainless Steil Institute SDI Steel Cool Institute ,�M UL Underwriter's Laboratory I .' WWPA Western .flood Products Association END OF SECTION Q1 100 SPECIAL PROJECT PROCEDURES 01 101 SPECIAL SERVICES REQUIRED 1. Contractor shall Install certain items as specified to be furnished by Owner, or shall receive and ^, store in safe condition certain other items which will be purchased direct by Owner, all in r; accordance with the particular language in the following Sections of the Specifications: a. Items excluded from Contract and provided by Owner- 1) Carpet - Division 09 J 2) Pews - Division 12 b. Items furnished by Owner but installed by Contractor- 1) Interior Signs - Division 10 "'' 2) Ranges and Refrigerators - Division 11 ,_., 3) Rostrum Casework - Division 12 4) Rostrum Seating - Division 12 -- c. New furnishing staging program 2. For all items specified above, Contractor shall: _, a. Allow sufficient lead time for orderly procurement. b. Schedule deliveries in harmony with construction schedule and give written notice to vendors -- and Owner of any revisions to delivery dates at least 90 days in advance. 1) Maintaining Owner's integrity with national purchase agreement sources and selected vendors requires that installation crewsare not directed to commence work before job .: conditions will permit their performance. 2) Owner may back-charge Contractor for Owner's installers actual expenses resulting from , ' n faulty scheduling of work relating to items in this Section. c. Receive and unload during normal working hours. d. Verify that number of packages received matches number listed on freight bill and check packages for external damage. Report damage and loss on freight bill. Within one day of freight delivery, send freight bills recording loss or damage to The Church of Jesus Christ of Latter day Saints, Attn: Traffic Section, 13th Floor, 50 East North Temple Street, Salt Lake City, Utah P4150. Identify freight bill with name of Froject as listed in Contract Documents Lea•fluff•Stark Ar itects 1415193 • Page 5 -..�... L , wi,....1 Division 01•General Requirements Tlgard/Metzger Meeting House g • . 1) Shortages and damages not recorded and reported as specified above shall be repaired or replaced, as determined by Owner, at Contractor's expense. ,^ e. Store and protect until date of Substantial Completion. Deliver items not stored and protected within building to appropriate location within building when required. 01 102 ACCELERATION OF THE WORK 1. If, In judgment of Architect or Owner, it becomes necessary at any time to accelerate the Work or a portion thereof, Contractor, when ordered or directed by Architect or Owner, shall deploy the workmen in such portions of the Project where directed to enable others to proper'v engage and carry on their work. a. If circumstances require that the entire Work or a portion thereof be completed at a date earlier than contract completion date as adjusted by change orders, Contractor, when ordered or • directed by Owner or Architect, shall increase his forces, equipment, hours of work, and/or number of shifts and shall expedite delivery of materials to meet the altered completion date or dates ordered or directed. Any Increase in cost to Contractor in compliance with such orders or directives will be adjusted in accordance with the Work. , 2. If, in judgment of Architect or Owner,the Work is behind scheduleand rate of placement of work Is inadequate to regain scheduled progress so as to Insure timely completion of the Work or a . separable portion thereof, Contractor,when so informed by Architect or Owner, shall immediately take action to increase rate of work placement. . a. This shall be accomplished by any one or a combination of the following or other suitable 1 measures- _ 1) An increase in working forces, 2) An increase in equipment or tools, ' ,, 3) An Increase in hours of work or number of shifts, ill " 4) Expediting delivery of materials. b. Contractor shall, within ten (1 b) calendar days after being so Informed, notify Architect of I specific measures taken and/or planned to increase rate of progress together with an estimate of when scheduled progress will be regained. Should the plan of action be deemed inadequate by Architect or Owner, Contractor will take additional steps or make adjustments as necessary to his plan of action until it meets with Architect's or Owner's approval. c. Acceleration of work will continue until scheduled progress is regained. Scheduled progress 0 shall be established from the latest revised approved progress schedule for the job. Timely completion will be understood as contract completion date as revised by all time extensions granted at the time acceleration is undertaken. 11/ d. Contractor shall not be entitled to additional compensation for additional effort he applies to ; the Work under the terms of this sub-paragraph. i 3. Any directive or order to accelerate the work will be in writing. Any directive or order terminating accelerated work will be in writing. END OF SECTION 1 • 01 200 PROJECT MEETINGS 4 01 210 PRECONSTRUCTION CONFERENCE 14 1. A preconstniction conference between Architect, Owner's representative, and Contractor shall be held prior to commencement ofthe Work. ; a. This meeting shall be for the purpose of - 1) Resolving current problems ti 2) Further orienting Contractor to requirements of Contract Documents 3) Informing Contractor of Architect's responsibility to Owner for inspection , 4) Working out with Contractor a general schedule of inspection61 r -Page 6. 1/15/93 Lee•Ruff•Stark Architects 1 i, I ' WSJ 4/ P: IISr ....:„.•.. ,.. ,. 1., , • Or" 11, 0 • TI ard/Metx er MeeU House Division Ot•C•eneral Requirements i 01 220 PROGRESS MEETINGS 1. Periodic job site meetings will be held by Architect. a. Contractor shall attend such meetings and shall require subcontractors to attend as J necessary. b. These meetings are for the purpose of - 1) Insuring that all activities are being coordinated properly on project, 2) Assistingin staying on schedule. 1 i 3) Checking status of - , a) Submittals 1b) Changes i. 0 c) Progress payments 3 4) Review of other matters 01 246 PRE-INSTALLATION CONFERENCES 1. Pre-installation conferences between Architect, Contractor, and system installers shall be held at CO the site prior to commencement ofwork specified in trade Sections requiring such a conference. a. Meetings shall be for the purpose of 1) Orienting Contractor to requirements of the Contract Documents 2) Reviewing coordination between trades 3) Reviewing iNuirernents of other trades which affect work of trade Section. 2. These meetings should he scheduled to be held in conjunction with Architect's inspection visits. • • END OF SECTION i ""• 01 300 SUBMITTALS ' 01 301 GENERAL "� 1. Deliver submittals to the Architect unless Indicated otherwise. Accompany each submittal with a letter of transmittal indicating. a. Title of Project `...f b. Name of Contractor c. Date and Title of Submittal d. Specification Section number " 01 310 PROGRESS SCHEDULE • 1. Contractor shall provide computerized CPM network PERT and GANTT charts showing sequence of work and submit for Architect's review. Following requirements are included to assist Architect in appraising proposed schedule's logic and potential usefulness in evaluating progress of work. • Program shall consist of PERT and GANTT diagrams and accompanying mathematical analysis. a. Diagrams shall show elements of Project in detail and a Project summary. b. Diagrams shall show order and interdependence of constructions activities and sequence in "- which work Is to be accomplished as planned by Contractor. . c. Detailed network activities shall include, in addition to construction activities, the following items. Selection and number of activities are subject to Architect's review. 1) Submittal and approval of submittals required under Section 01 340. 2) Procurement of critical materials and equipment 3) Fabrication of special material and equipment,their Installation, and their testing 4) Activities of Owner and Architect that affect progress d. Detailed network diagrams shall be time scaled by month or by week. ' e. Sheet size of diagrams shall be 30 by 42 inches minimum. Each updated copy shall show date of latest rovision. f. Network diagram shall include tabulation of each activity. Furnish following information for each activity on analysis and diagram forms. 1...4 Lee•Ruff•Stark Architects 1115193-rage 7 ,,„•,i, • ....1 . ., . „ .. .:_{,,. .,„:„.. , ,,,•:,„,,;,,,,„,,, ,,,: .„,..:, j1 1• .. I q , r-7 ...., Division 01•General Requirements Tlgard/Metger Meeting Huse 1) Preceding and following event numbers 2) Activity Description , 3) Estimated duration of activities I 4) Earliest start date by calendar date 5) Earliest finish date by calendar date 6) Actual start date by calendar date 7) Actual finish date by calendar date 8) Latest start date by calendar date 9) Latest finish date by calendar date r- 10) Slack or float time in calendar days • 11) Percentage of activity completed '� g. Program or means used in making mathematical computation shall be capable of compiling total value of completed and partially completed activities. Program shall also be capable of accepting revised com'-letion dates as modified by approved time adjustments and recomputations of tabulation and float dates accordingly. h. Mathematical analysis shall show activities as follows 1) Contract amount 2) Previous payments 3) Current request 4) Percent complete 2. Submit completed network program consisting of detailed network mathematical analysis, schedule of anticipated earnings as of last day of each mon!n, and network diagrams within thirty calendar days atter receipt of Notice to Proceed. I 3. Contractor shall participate in review and evaluation of p-opos.d network PERT diagrams and mathematical analysis of GANTT diagrams by Architect. Resubmit for Architect approval revisions necessary due to this review within ten calendar days after conference. Contractor shall use approved schedule for planning, organizing, and directing the Work. for reporting progress, and for requesting payment for work accomplished. If Contractor subsequently desires to make changes in his method of operating and scheduling, he shall notify Architect in writing stating 1 reasons for change. Contractor shall not make changes without written approval of Architect and Owner. 4. Submit Initial submittal, complete revisions, and periodic reports in three copies, one reproducible and two prints. 5. Approved Project Management Software Programs - a. Time Line 5.0 Project Management by Symantec Corp, Project Management Group, 7200 Redwood Boulevard, Novato, CA. 94945 (415) 898-1919 b. Primavera P3 Project Planner b) Primavera Systems Inc, Two Bala Plaza, Bala Cynwyd, PA I 19004 (215) 667-8600 c. Suretrak 2 0 Project Scheduler by Primavera Systems Inc, Suretrak Div, 1574 West 1700 South, Salt Lake City, UT 84104 (801) 973-9610 d. Plan Trac by Cornputerline Inc, P 0 Box 639, 21 Old Meetinghouse Road, Auburn, MA 01501 (800) 752-6123 e. Mac Project II by Claris Corp, P O Box 58168, Santa Clara, CA 95052-8868 { I. Equal as approved by Architect prior to bidding. See Section 01 630. 01 315 SUBMITTAL SCHEDULE 1. Contractor shall, within twenty (20) calendar days after receipt of Notice to Proceed, furnish a submittal schedule listing all items that willbe furnished for review to Owner and Architect. a. This schedule shall include, among other things, shop drawings, Manufacturer's literature, certificates of compliance,materials samples, materials colors,guarantees, etc. _. b. Schedule shall indicate type of item, contract requirement reference, Contractor's scheduled dates for submitting the items, and projected need dates for review answers from Arr hitdct. Schedule shall show a minimum of twenty (20) calendar days after receipt for reviewby Architect. If resubmittal is required, an additional fifteen (15) days will be allowed for after Page 8 • 1/15/93 Lee•Ruff•Stark Architects ""` • L , .„....1 n l ardlMerMteenHouse Division 01•Genera!Requirements 1.0 receipt. Contractor shall revise and/or up-date this schedule as appropriate and submit it with- each payment estimate until all items have been submitted and reviewed. • 7 c. Submittal schedule shall be coordinated with progress schedule for all the Work. Contractor <w� shall revise and/or up-date the schedule to insure consistency with the progress schedule as I It may be revised and/or updated. Such revised submittal schedules shall be promptly provided. as d. Furnishing of the submittal schedule or Contractor of his obi gation to comply with a lltheon tSpecification requirements forhereto shall not be ds ems Ion the ' schedule. 7 01 320 PROGRESS REPORTS ,loN 1. Contractor shall prepare daily reports of his operations and forward them to Architect on at least a weekly basis. The daily report will contain at least the following information: • 1 , i a. Weather conditions, 1 ' b. Manpower on the job in each trade, c. Major items of equipment on the job, 7 d. A brief summary of work accomplished that day, °..1 e. Materials, equipment,or Owner-furnished items arri%ung or leaving site, if. Significant events including meetings held, , 7 g. Any tests made and their result if known, h. Any oral Instructions received, i. Visitors to the job including meeting attendees. 2. Contractor shall maintain a file of copies of all daily reports on the site and make it available to I.", Architect or Owner upon request. 01 340 SHOP DRAWINGS, PRODUCT DATA, & SAMPLES 1. Definitions: a. Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochure , and other data which are prepared by Contractor or any subcontractor, manufacturer, supplier, or distributor. Shoo drawings illustrate some portion of the Work and confirm dimensions and conformance tc . ontract Documents, but are not a part of the J . Contract Documents. b. Samples are physical examples furnished by Contractor to Illustrate materials, equipment, color,or workmanship and to assist 11 the establishment of standards by which the Work will be judged. 2. Procedure: a. Contractor shall review and designate (stamp) his approval and submit to Architect, with reasonable promptness and in orderly sequence, all shop drawings and samples required by the Contract Documents. Shop drawings and samples not required by the Contract Documents but requested by Contractor or supplied by those under contract to him need not be submitted to Architect for review unless specified. These shop drawings shall meet specified shop drawing requirements except those relating to submission to Architect. 1) By approving shop drawings and samples, Contractor representsthat he has determined — and verified field measurements, field construction criteria, materials, catalog numbers, and similar data,or will doso, and that he has checked and coordinated each shop drawing and sample with requirements of the Work and of the Contract Documents. 2) Contractor sh1:i bear cost of reproducing copies of shop drawings required by all concerned. Instead of prints, a sepia may be required. Cost of samples, together with transportation,delivery,andany other costs, shall be borne by Contractor. 3) Shop drawings shall be complete and detailed. - 4) Shop drawings arid samples shall be properly identified as specified or as Architect may require. _. Lee•Ruff.Stark Architects 1/15/93 aQ — y9 � y r�, �",:,;...i' :.i P tI J rl��" I ,� q, 41' "t4:, t tier . , 01/0/PJ r , , , • ' i. , i I 7 1 1 F.-- , ...... 1 ii! Division 01•General Requirements Tlgard/Metzger Meeting House 4 • 5) Contractor shall reject shop drawings not in conformance with the Contract Documents,or shall submitas a change order for approval, as required under Section 21,paragraph e,of- the General Conditions, prior to performing non-conforming work. 6) Maintain one copy of approved shop drawings and samples on Project site until 1 completion of Project. b. Review By Architect- 1) Review of shop drawings and samples by Architect shall not be construed as a complete check but will indicate only that the general method of constructionand detailing is satisfactory. Review of such drawings and samples will not relieve Contractor of responsibility for any error which may exist in the submittals. Review of such shop WI drawings and samples does not relieve Contractor of responsibility to comply with Contract Documents. t 2) Divisions and Sections of the Project Manual requiring submission of shop drawings and samples to Architect are identified within the technical specifications. Ifa broadscope alb Section heading is given, all of the subsections in that Section are to submit shop drawings. Submit seven copies of shop drawings and other submittals and three samples . unless specified otherwise. 3) Shop drawings and samples reviewed by Architect will be identified as having recc:ved such review by being so stamped and dated. If review "with exception" or "as noted" by Architect is so identified, stamped, and dated, Contractor shall comply with notations shown. If such qualified review is shown or if the shop drawings are not reviewed by Architect or if resubmission is so directed, Contractor shall make any corrections required or indicated by Architect at Contractor's expense. 4) Jne copy of each shop drawing and one of each sample will be retained in Architect's officeuntil completion of the Project. k 4. No work requiring a shop drawing or sample submission shall be commenced until submission has been approved by Architect. 01 370 SCHEDULE OF VALUES , 1. A schedule of dollar values shall be submitted to Architect and Owner not less than twenty(20) days prior to first request for paymentand shall be a condition precedent to processing first payment. Schedule of values shall be submitted on Owner's standard payment request form. This breakdown shall follow the trade Divisions of the Specification and each item thereunder shall ,' include its pro rata part of overhead and profit so the sum of the items will equal the contract price. 1 Breakdown will correspond exactly to items of work in the progress schedule including work of subcontractors. END OF SECTION 1 I i. Q1_4QL QUALITY CONTROLS I 01 410 TESTING LABORATORY SERVICES .1 1. Testing provisions are as outlined in the General Conditions. ' 01 440 CONTRACTOR'S QUALITY CONTROL 1. Material Quality- a. Materials incorporated Into Project shall be new,of specified quality, and furnishedin sufficient111 • quantity to facilitate proper and speedy execution of theWork. b Contractor shall furnish evidence of the quality of materials incorporated into Project as required by the Contract Documents or at request of Architect. 1 c. Materials not meeting requirements of the Contract D.cuments shall be removed from Project and replaced with materials meeting Contract Document requirements by Contractor with no additional expense to Owner. TaDe - 111 I a Lee•Ruff•Star ck — • -. .,.a..�.m ft,...-1 i ' ^^unM'f9\MWMT.ANSVAeI+.."., • •.. r • 1 w�»�A:A�y'MkMI " •'.. M 'tJY1 yM1F k'.. ' Tlgard/Metzger Meeting House Division 01-General Requirements 04' r q 2. Asbestos - ;.,:,. a. The Contract Documents for this Project have been prepared in accordance with generally '''. `� ... accepted professional architectural and engineering practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for this Project. Notify the Architect immediately for instructions if- 1) Materials containing asbestos are brought to the site for inclusion in the Work. 2) Asbestos materials araencounteredinanY existingstructures upon n which work is being performed. b. At Architect's direction and with Owner's approval, an independent testing laboratory will perform testing procedures on suspect r,laterials. s c. Contractor shall certify that based upon his best knowledge, information, inspection, and belief no building materials containing asbestos were used in the construction of the Project. Submit certification on form provided by Owner. ' i ' END OF SECTION e • 01 500 CONSTRUCTION FACILITIES & TEMEQBARY CONTROLS 01 511 TEMPORARY ELECTRICITY 1. Contractor shall provide and pay for all construction power. 2. Temporary electrical system shall comply with local codes and Article 305, Temporary Wiring, of the National Electrical Code. • 01 512 TEMPORAR" LIGHTING 1. Contractor shall provide and pay for all construction lighting. Or 1' 01 513 TEMPORARY HEATING, COOLING, & VENTILATING !` y r 1. Arranged and paid for by Contractor. .}tt i. _ a. Contractor shall be responsible for installation and operation of temporary heating, cooling, and ventilatingunits includingfuel, temporary fittin s, wiring, and connections 4, " P Y 9 necessary. b. Contractor shall be responsible for damage to building and contents caused by cold, heat, dampness, and heating, cooling, and ventilating equipment. 2. Contractor shall maintain safe conditions for use of temporary heating, cooling, and ventilating • systems including, but not limited to,following: ") • a. Operate equipment in accordance with Equipment manufacturer's instructions. ' b. Provide fresh air ventilation required by equipment manufacturer. - c. Keep temperature of fuel containers stabilized. d. Secure fuel containers from overturning. • e Operate equipment away from combustible materials. f. Provide adequate fire extinguishers in conjunction with Section 01 547. 3. Specific heating requirements include but are not limited to c a. Gypsum Board - 55 deg F minimum day and night during entire joint treatment operation and until execution of Certificate of Substantial Completion. k'1 • b. Ceramic Tile - 50 deg F minimum during preparation of mortar bed, laying of tile, and for 72 ,1 . hours atter completion of tile work. .;;4..), c. Acoustical Tile - 70 deg F minimum during setting of tile. .. d. Wood Flooring - 70 deg F minimum where material is stored prior to installation,for one week prior to installation, continuously during installation, and one week after application of final ' coat of floor finish. e. Resilient Flooring - 70 deg F minimum during application. f. Carpeting - 60 deg F minimum and 95 deg F maximum for 7 days prior to laying of carpet and • continuously duririg installation. Tire.Ruff-Stark Arthltects 111ssi0-Page 11 — ' µ1 J p M� IY �11N1�: i�:"„ ,l'6f z ,I' 1 a W . N-' iii, ` Division 01-General Requirements Tigard/Metzger Meeting House ;1 . g. Painting - 55 deg F minimum during painting operations and untildry. .,. • % 4. When temporary heating,cooling,or ventilating is no longer required or as soon as the permanent heating system may be used,Contractor shall dismantle the temporary system and shall at his own -- expense, including cost of fuel, operate p3rmanent mechanical system, assuming all ii responsibility and risk thereof. Contractor shall return permanent mechanical equipment to 'like- It new'condition for Substantial Completion Inspection. _. 01 514 TEMPORARY TELEPHONE — 1 1. Contractor shall install a job telephone at his own expense. Local calls shall be paid for by Contr .or. Long-distance and tol;calls shall be paid for by party making the call. 4.s 01 515 TEMPORARY WATER 1. Contractor shall provide and pay for all water for building purposes which is required by all trades. I 01 516 TEMPORARY SANITARY FACILITIES "` Cab 1. Contractor shall provide and maintain a sanitary temporary toilet. . 2. As soon as condition of Work will allow,the temperary toilet shall be located within the building. 3. Where possible,this temporary toilet shall be connected to sewer. 4. Temporary outside toilet shall be removed at completion of the job. 01 527 SCAFFOLDING, PLATFORMS, ETC 1. Contractor or his subcontractors shall furnish and maintain all equipment such as temporary stairs, ladders, ramps, platforms, scaffolds, hoists, runways, derricks, chutes, elevators, etc, as required for proper execution of the work. 2. All apparatus, equipment, and construction shall meet all requirements of the Labor Law, safety regulations, and other State or local laws applicable thereto. 3. As soon as possible, permanent stair framing shall be erected. Contractor shall provide framing with temporary treads, handrails, and shaft protection. 01 533 EXISTING TREE & PLANT PROTECTIO'1 1. Prior to commencing site work, erect and maintain protective fencing around existing trees and vegetation Identified by Architect. 2. Individual trees shall have protective fencing erected beyond drip line and to satisfaction of Architect. 3. Groups of trees and other vegetation shall have protective fencing erected around entire group to satisfaction of Architect. 4. Areas within protective fencing shall remain undisturbed and shall not be used for any purpose. • 5. Vegetation that has died or has been damaged beyond repair shall be removed and replaced by Contractor to satisfaction of Architect. ..,. 01 534 TEMPORARY ENCLOSURES 1. Contractor shall provide temporary weathertight enclosures for all exterior openings as soon as walls and roof are built so as to protect all work from the weather. 01 542 PROTECTION FROM SNOW & ICE I 1. Contractor shall remove all snow and ice as may be required for the proper protection and prosecution of the work. i 01 543 BRACING, SHORING, & SHEATHING I 1. Contractor shall provide all shoring, bracing, and sheathing as required for safety and for proper II execution of the work and have same removed if required when the Work is completed. 2. Contractor shall be responsible for design and placement of all t�smporary support prior to I 4 completion of vertical and lateral load systems. Page 12. 1115/93 _ Lee•Ruff•Stark Architects i Aira .. . . . .. 7 . . . _ .. • Tigard/Metzger Meeting House Division 01•General Re,aNernents 01 544 PROTECTION OF PERSONS .. 1. Contractor shall provide installation and maintenance of necessary precautions to protect all persons on the site, including membersof the general public, from injury or harm, including but not limitedto: a. Posting of appropriate warning signs in hazardous areas. w, b. Providing guardrails, barricades of adequate heights, together with warning lights around } obstructions,pits,trenches,or similar areas in on-site or adjacent streets, roads, sidewalks,or `~i on the site of structure itself. Such guardrails around openings in floors or roofs shall be at least 3'6"in height. c. When use or storage of explosives or other I Hazardous materials or equipment is necessary for • :,„,l the execution of the work, Contractor shall axercise the utmost care and shall carry on such activities under the supervision of proper'; qualified personnel. j01 545 PROTECTION AGAINST WEATHER 1 Contractor shall at all times provide protection against weather(rain,winds, storms,frost,or heat) so as to maintain all work,materials, apparatus,and fixtures free from injury or damage. At the end ' :.' of the day's work, all new work likely to be damaged shall be covered. 2. During, cold weather, Contractor shall protect all work from damage. If low temperatures make it • Impossible to continue operations safely in spite of cold weather precautions, Contractor shall cease work and so notify Architect. 01 546 PROTECTION OF EXISTING WORK _ 1. Contractor shall protect all streets, private roads, and sidewalks, including overhead protection j where required, and shall make all necessary repairs for damage thereto during course of the work . ' •; at his own expense. � 2. Any work damaged by failure to provide protection shall be removed and replaced with �►ew work at Contractor's expense. J . 01 547 FIRE PROTECTION 1. Contractor shall provide and maintain in working order two Standard UL Labeled ABC all purpose 10 lb fire extinguishers. These extinguishers shall not be incorporated into the final Project. 1. 2. Fires shall not be built on the premises. i • 01 548 PROTECTION OF ADJACENT PROPERTY 1. Contractor shall provide all necessary protection for adjacent properly and lateral support thereof. 01 551 ACCESS ROADS 1 1. It shall be the responsibility of Contractor to build and maintain all required roads to the building. 01 561 CONSTRUCTION CLEANING 1. Contractor shall keep premises broom clean during progress of the Work. • 2. Remove waste materials and rubbish caused by employees, subcontractors; and installing materialmen. 3. Prior to and during process of painting and varnishing,clear area where such work is in progress of all debris, rubbish, and building materials which may cause dust. Sweep floors as required and take all possible steps to keep area dust free. . 4. Prior to arrival of carpet installers, Contractor shall prepare and clean floors as specified in 09 680 r CARPET. j 01 568 SURFACE WATER CONTROL 1. Contractor shall at all times protect the excavation, trenches, and building from damage from rain water, spring water,ground water,backing up of drains or sewers, and all other water,and: a. Provide pumps and equipment and enclosures necessary for such protection. ee u to rc tects 1/15/93• Page 13 , j ,, :,,,i. 7.„, . ; ' 4 ,; *.-,_••._.," ,Mrwq�+__- _.�-. _ �� .'w0.r sJ ♦�I�I,AMIIA�HM'R� t "1 iyl a A I dvlsion 01•Genera ulrements Tigard/Metzger Meeting House 4. b. Construct and maintain necessary temporary drainage and do pumping necessary to keep she free of water. 2. Cost of water control shall be borne by Contractor. Owner may, if promptly notified of adverse underground water conditions, negotiate reasonable financial relief for Contractor where such • conditions could not have been reasonably determined from Soils Engineer's Report or by commonly known local conditions. 01 580 PROJECT IDENTIFICATION & SIGNS 1. Contractor shall, as part of his work, prepare and erect one painted sign, size 4'-0" x 8'-0" as • detailed on Drawings. I 2. Locate sign as shown on Drawings. 3. No other sign or advertisement shall be displayed on the building site. . 01 591 OFFICES 1 ••• alb ! 1. Contractor shall at all times provide and maintain a weathertight office for use by Contr!rlor, Architect, and subcontractors. This building shall be property of Contractor and shall be removed / when directed. 2. This office shall be heated when needed and provided with doors and locks, tables, benches, and racks for drawings. 01 592 SHEDS I • 1. Contractor shall provide and maintain on the premises, neat,weather-tight storage sher'>for storage of all materials which might be damaged or affected by weather or moisture.These sheds shall ha„e wood floors raised above the ground. Sheds shall be property of Contractor or ig" subcont•e • and shall be removed at completion of the Work. END OF SECTION 01 600 MATERIAL & EQUIPMENT h : ` 01 610 DELIVERY, STORAGE, & HANDLING 1. Materials shall be delivered to the site in original packaging with labels and trademarks intact, and _ such labels and trademarks shall remain intact until used. '•f, , 2. Contractor shall confine his apparatus, storage of materials, and operations of his workmen to ,' ;!; limits indicated by law,ordinances, and permits and shall arrange and maintain parking of vehicles and storage of materials in an orderly manner leaving all walks, driveways, roads, and entrances, 1 ', unencumbered. 'f 3. Protect equipment on site from physical damage and from the elements by measures satisfactory to Architect. Rotate rotating equipment four turns once each week during construction. t. 01 630 PRODUCT OPTIONS & SUBSTITUTIONS 1. When several products are specified in the Contract Documents by name for one use, Contractor may select any one of those specified. However, use only products from a single manufacturer for one use. 2. Wherever a product or class of material Is specified exclusively by trade name, name of maker,or . by catalog reference, use only such specified product unless Architect's approval for a • substitution has been secured by Addendum. Products and materials not specified in the Contract Documents and installed in the Work shall be removed and replaced by specified products and materials at no additional cost to Owner and for no additional time added to Contract. . 3. Wherever words"Approved by", "Satisfactory to", "submitted to", "inspected by,"or similar phrases are used In these specifications,they shall be understood to mean that the material or ,.., item referred to shall be approved by, be satisfactory to, submitted to,or inspectedby Architect. END OF SECTION ... i; , • `Page 14 • 1/15/91 — Lee u •3`tark c tc t�� — �'' • 1la . • e .:r • TI ard/Meta er Meeting House Division 01•General Requirements • ��, PIS t • h ` i `: • Q1 7t00 C�N_IRACT CLOSEOUT r. 01 710 FINAL. CLEANING 1. Contractor shall, at completion of work, removeall rubbish from under and about the building, all his tools, scaffolding, and surplus materials and shall leave the building clean and habitable, - having thoroughly swept floors, cleaned windows, and dusted flat surfaces such as cabinet tops a.id window sills. 2. In additional to general cleaning noted above, Contractor shall do the following special cleaning for all trades at completion of work - iii a a. Interior MO 1) Wash and polish inside glazing, exercising care not to scratch glass. 2) Remove marks, stains,fingerprints and other soil, and dirt from painted, . decorated, and stained work. 411 66`a 3) Clean and polish woodwork. "' 4) Clean and polish hardware for all trades. T;fps shall include removal of stains,dust, dirt, paint, etc. — 5) Remove spots, soil, and paint, and wash tilework. • ii -414 t 6) Clean fixtures and equipment and remove stains, paint,dirt, and dust. 7) Remove temporary floor protection and clean floors. Spray buff resilient flooring. 8) Clean metal surfaces, including floors and windows, required to have polished finishes, of oils, stains,dust,dirt, etc. Polish surfaces, leaving them without "`i fingerprints or other blemishes. b. Exterior- . 1) Wash and polish outside glazing, exercising care not to scratch glass. iiii 2) Remove marks,stains, and dirt from exterior surfaces of building. 3) Clean and polish hardware for all trades. This shall include removal of stains,dust, dirt, paint, etc. 4) Clean fixtures and equipment and remove stains, paint, dirt, and dust. `"" 5) Remove temporary protection systems. 6) Clean all dirt, mud, and other foreign material from paving, sidewalks, and gutters. 7) Clean and drop inlets,through-curb drains, and other drainage structures. 8) Remove all trash,debris, and foreign material from landscaped areas. 3. If Contractor fails to clean up, Owner may do so and the cost thereof will be charged to the Contractor. 01 715 FINAL INSPECTIONS & ACCEPTANCE 1. Pre-Substantial Completion Inspections: a. Upon completion of Project, Contractor shall request a Pre-Substantial Completion Inspection in writing Completion of Project shall be a: stated in Progress Schedule specified in Section 01 310 and shall laavo sufficient time between completion of Project and expiration 'f • ,M, Contract time to allow correction of work. Ilih. Architect and his consultants will conduct Pre-Substantial Completion Inspection in presence t ern of Contractor's designated representative. List ofitems to be corrected by Contractor will be IP ' furnished to Co.iiractor within two days of Pre-Substantial Completion Inspection. c. Contractor shall notify Architect in writing when items have been corrected. Upon Architect's • verification of correction of Items, Architect will arrange a substantial completion Inspection to include Owner and User representatives. Architect will also notify Contractor, Owner, and User representatives in writing of time and place of inspection. • 2. Substantial Completion Inspection: a. At substantial completion inspection, unless building is rejected, Owner, Architect, and , Contractor will execute a Certificate of Substantial Completion which states dates for- 4' { 1) User occupancy 2) Commencement of warranties ' Zee•Ruff"Stark Architect 1/15/93• Page 15 � ~�-. • idol Division 01•General Requirements ard/Metzger Meeting House • 1 Tlg meeting ,• "' • 3) Finalacceptanceg 4) Modifications to the amount assessed for liquidated damages 'i - b. After inspection and if necessary, Architect will furnish final list of items to be corrected. 3. Final Acceptance Meeting: a. Final acceptance meeting will ensure that deficiencies noted at the substantial completion inspection have been corrected according, to terms of the substantial completion certificate. b. When all items have been corrected, Ar;hitect will issue a letter to Owner authorizing finalIt ' payment. I c. If all items have not been corrected as agreed, Owner may elect to complete the Work under provisions of Section 26 of the General Conditions. 1 ;``' 01 720 PROJECT RECORD DOCUMENTS 1. Contractor shall deliver to Architect prior to substantial completion inspection: 'i 1. a. Accurate record drawings and letters of the work illustrating and defining work constructed in , . "4 any way at variance to that shown on Contract Documents. 4111 b. Record drawings or descriptive letters for other work if required by Contract Documents or if requested by Architect. n c. Certificates of inspection and of occupancy that may be required by authorities having I jurisdiction over the Work. 01 730 OPERATIONS & MAINTENANCE DATA 1. Owner will deliver to Contractor set of binders prepared to receive Operations& Maintenance Data to be submitted during course of construction. I :": 2. Contractor shall include following information in Meetinghouse Operations & Maintenance Manuals a. Copy of complete Project Manual and each Addendum. 1) Mark Project Manual Sections in green to show changes authorized by Addenda Items, Change Order items, and 1 ield Order items. Label each item with Addenda, Change Order,or Field Order number or other identification. • 2) Mark specification Sections in red to indicate actual products, systems, and work provided. b. Copy of Soils Report. • c. Submittal for each Section requiring an Operations& Maintenance Manual Data submission to "'' include following elements - 1) Completed cover sheet equal to sample cover sheet included in Sample Forms. 2) Product Data and other information as required by individual Section. Mark111 r manufacturer's product literature to Indicate items incorporated into Project. 3) Certifications . $) • . 4) Copies of specified Warranties 1 ;''j 3. Submit Operations & Maintenance Manuals at Pre-Substantial Completion Inspection to allow inspection by Architect, his consultants, and Owner's representatives prior to Final Acceptance Meeting. 4. At time of execution of Certificate of Substantial Completion, Contractor shall turn over completed I Meetinghouse Operations & Maintenance Manuals to Architect. Final payment for Project will not be made until Operations & Maintenance Manuals have been completed, submitted, and approved. 01 740 WARRANTIES & BONDS 11 1. When written guarantees beyond one year after substantial completion are required of any Section of the Work, Contractor shall secure such guarantees and/or warranties property addressed and signed and in favor of Owner. These documents shall be included In I 1,1 Meetinghouse Operations& Maintenance Manuals required by Contract Documents. 2. Delivery of guarantees and warranties shall not relieve Contractor from any obligation assumed II under any other provisions of his contract. 3. Nothing in this Section intends or impiies that guarantees and/or warranties shall apply to work abused or neglected by Owner. END OF SECTION age ILeer- -----LinTiliFgtark Architects . 444001r....„...„..._.. , ... ..' Tipard/Metzper Meeting House _ Division 02-Site Work '' DIVISION 02 - SITE WORK x t 02 100 SITE PREPARATION 02 110 SITE CLEARING 02 200 EARTHWORK • ' . 02 211 ROUGH GRADING 02 212 FINISH GRADING "� 02 220 EXCAVATING,BACKFILLING,&COMPACTING 02 233 GRANULAR BASE 02 283 VEGETATION CONTROL r' 02 500 PAVING & SURFACING 1 • �,-; 02 510 ASPHALTIC CONCRETE PAVING r.+ 02 521 CAST-IN-PLACE CONCRETE SITE ELEMENTS • 02 580 PAVEMENT MARKING 02 660 WATER DISTRIBUTION 1 Ij 02 668 POTABLE WATER SYSTEMS 1 . 02 680 FUEL DISTRIBUTION 02 685 GAS DISTRIBUTION SYSTEMS 74, 02 700 SEWERAGE & DRAINAGE 02 712 FOUNDATION DRAINAGE SYSTEMS 02 720 STORM SEWAGE SYSTEMS ,, 02 730 SANITARY SEWAGE SYSTEMS 02 800 SITE IMPROVEMENTS •','q, - 02 811 UNDERGROUND IRRIGATION SYSTEMS •i 02 900 LANDSCAPING , 02 921 SOIL PREPARATION&SOIL MIXES • 02 933 LAWN SEEDING 02 934 LAWN SODDING 02 950 TREES, PLANTS, &GROUND COVER 02 970 LANDSCAPE MAINTENANCE ,4 Lee••Ruff•Stark 7�rchTects - 1 ape 1; n,i ,' '4'''' g ny 0 x '' Division 02-Site Work ard/Metz,er Meet] • House CLANK PAGE • . I • • I • . I v.,•; I • 1 ' I .I • • I r • •• Title 2• 1/15/91Lee•Ruff.Stark Archlteet$ ird/Metzger Meeting House Division 02-Site Work .1.:',V,,,. 02 1 t0__$ITE CLEARING GENERAL - PART I 1.1 Summary: 1 A. Includes But Not Limited To - 1. Prepare site for grading and structure excavation as described in Contract ", Documents including - ,.,j a. Remove trees, brush, and shrubs. ' b. Excavate and dispose of stumps, roots, and buried debris. I c. Remove and dispose of existing site improvements not intended to D j remain. CO d. Verify locations of existing abandoned wells and maintain or after In accordance with applicable laws, as required by new construction work. 71. e. Strip and remove vegetative layer. : 1. Strip and store topsoil for landscape use. 1 g. Protect existing trees to remain. I 1 B. Related Sections- 1. General Conditions and Division 01 apply to this Section. i 2. Section 02 212 - Addition of amendments and finish grading of existing topsoil stored on site. • 3. Section 02 212 - Addition of borrow topsoil. ' 4. Section 02 222- Excavating,backfilling and compacting. 1.2 Definition: A. Existing topsoil is defined as total amount of soil stripped less vegetation layer stripped as .-, specified in Article 3.3 below. EXECUTION - PART III 3.1 Examination: A. Examine site to determine type of problems to be encountered. 3.2 Preparation: A. Protection - 1. Trees- a. Protect tops, trunks, and roots of existing trees on site which are intended to remain. Do not stock pile material, allow heavy equipment,or vehicular traffic or parking within branch spread. Interfering branches may be removed only with permission of Architect. b. Provide and install protective fence around dripline of trees to remain. Remove fence prior to substantial completion or when area is sufficiently protected as directed by architect. 2. Other Plants • a. Protect other plants and features which are to remain. 3. Do not expose or damage shrub or tree roots of plans to remain. 3.3 Performance: A. Tree& Brush Removal - 1. Cut off trees, shrubs, brush, and vegetative growth 12 inches maximum above ground. — 2. Trees To Remain- a. Do not pull up or rip out roots of trees that are to remain. If excavation through roots is required, excavate by hand and cut roots with sharp axe. Make clean, smooth, sloping cuts. b. Cut roots 2 incnes or larger In diameter only with Architect's written permission. Lee•Ruff•Stark Architects 1/15/93-Paps , .ro.a*h4iVNbINt'MinlvkKa4ttaYakfnvr.nnwwn,., „..... .. .. .. Division 02•Site Work Tigard/Metzger Meeting House ee B. Grubbing - 1. Grub out stumps and roots 12 inches minimum below original qi.und surface, except as follows- ' a. Under buildings, remove roots one inch and larger entirely. • b. Entirely remove roots of plants which normally sprout from roots, as Identified by Architect. -- c. Coat cut face of roots over 1 1/2 inch diameter cut during construction operations with coatings formulated for use on damaged plant tissue. } d. Cover exposed roots of trees and vegetation to remain immediately with wet burlap or soil materials. 411 e. Repair or replace at contractor's expense any trees and vegetation ;..,. designated to remain that are damaged by construction operations. g - C. 1.ri PP m Strip existing vegetation layer 3 inches deep minimum from areas of site to receive buildings, landscaping, or paving and remove from site prior to stripping topsoil for storage and reuse. F.- 2. After stripping vegetation layer, strip existing topsoil , 6 additional inches deep minimum and store on site for later use. a. Existing topsoil is property of Contractor with the restriction that topsoil is to be used first for Project landscape topsoil requirements. r' b. After Project, landscape topsoil requirements are satisfied, remove 1 excess existing topsoil trom site. Do not remove existing topsoil from site without Architect's written approval. a— c. Dispose of excess topsoil off site in accordance with all applicable federal, state and local laws relating to such disposal. '` 3.4 Cleaning: A. Remove from site trees, shrubs, uprooted stumps, vegetative layer, and surface debris r- and dispose of legally. ii . 1. Do not bury cuttings, stumps, roots, and other vegetative matter or burnt waste material on site. END OF SECTION Y 02 211 ROUGH GRADING GENERAL - PART I I . 1.1 Summary: ' A. Includes But Not Limited To - 1. Perform rough grading work required to prepare site for construction as I described in Contract Documents. B. Related Sections - 1 . General Conditions and Division 01 apply to this Section. 2. Section 02 110 site clearing. 3. Section 02 220 excavating, backfilling and compacting. 1.2 Sequencing & Scheduling - ` A. Coordinate rough grading with landscaping and paving requirements to determine ti allowances necessary in rough grading to provide for correct finish grades. e EXECUTION - PART III , 3.1 Examination: A. Carefully examine site with Architect prior to beginning of work of this Section to pre-plan procedures for making cuts, placing fills, and other necessary work. B. Before making cuts, determine areas needing fill and organize to most efficiently place fill. 3.2 Preparation: i r age - 11 '1 3! Lee•Ruff•Stark Architects '; 1 r............„, . " ''•:':a.„.�.nw.vauAM'�M1A!+Hv9flMNww ,. • Tf r1rdlMeti et Meed !louse Division 02•Site Work .t., I', • • A. Protection - 1 Trees- a. Protect trunks and roots of existing trees on site which are intended to remain. Do not use heavy equipment within branch spread. Interfering I branches may be removed only with permission of Architect. 2. Other Plants- ` a. Protect other plants and features which are to remain. 3. When existing grade around plants is higher than new finish grade, perform , regrading by hand. Do not expose or damage shrub or tree roots. .... B. If necessary before making cuts, remove top soil over areas to be cut and filled not previously removed by stripping specified in other Sections and stockpile in suitable area. 1 3.3 Performance: A. Compact fills as specified in Section 02220. I • B. If soft spots, water, or other unusual excavating conditions are encountered, stop work and notify Architect. C. Tolerances- 1. Maximum variation from indicated grades shall be 1110 of one foot. 2. Make proper allowance for final finish grades of parking lotand planting areas as described In Contract Documents. END OF SECTION Q2-212 FINISH GRADING. GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Spread existing top soil stored on site over lawn and planting areas and add - specified amendments. 2. Furnish and spread borrow top soil over lawn and planting areas. 3. Perform finish grading work required to prepare site for installation of landscaping as described in Contract Documents. B. Related Sections - 1 . General Conditions and Division 01 apply to this Section. 2. Section 02 110 - Stripping and storing of existing topsoil;trees to remain. 3. Section 02 921 - One inch of humus material,to be applied over finish grading. 1.2 Submittals: A. Quality Control- 1 Submit test on borrow top soil by licensed laboratory prior to use, using criteria on Owner Form 3332. Borrow top soil shall meet minimum specified requirements and be approved by Architect prior to use. • 2. Submit report stating location of source of borrow topsoil and account of recent use. 1.3 Quality Assurance: A. Pre-Installation Conference - 1. In addition to requirements of Division 01, invite Finish Grader and Landscaper to participate in meeting. • 2. Check rough grading to determine If Contract Document requiremerits have been met. PRODUCTS - PART II 2.1 Soil Amendments & Application Rates: A. 20 lbs. per 1000 sq.ft.of Calcium Carbonate Limestone tniuif•Stark Arc th1 ects 1 age • L . ....1 ,,,..... _ _ . •, _ .._, .iiiri„,,„ . . . , . , $ t,ftc.' y�olk # °''' '1: it'+,!i9 at •e . erdlM@tZger Meeting HOLM a., r,f', Division 02-Slte Work "r,: e • 1 ' B. 20 lbs. per 1000 sq. ft. of Dolomite Lime tone ,, C. 20 lbs. per 1000 sq.ft.of Gypsum(Calcium Sulfa::) D. 4 lbs. per 1000 sq.ft. of Ammonium Nitrate — l'i E. 5 lbs. per 1000 sq.ft. of Treble Superphoshate (0-45-0) F. 8 lbs. per 1000 sq.ft.of Potassium Sulfate G. 18 lbs. per 1000 sp.ft. of Nitroform(38-0-0) -- . H. 2"layer, approximately 6 cu yds per 1000 sq.ft.o;specified humus. 2.2 Borrow Topsoil: A. Fertile, loose,friable soil capable of sustain;:.g vigorous plant growth. B. Clean and free from noxious weeds, "seed seeds, rocks larger than 1-1/2 Inch in any dimension, and other objectionable materials. C. Acidity/alkalinity range - pH 5.5 to 7.7. EXECUTION - PART III ._ 3.1 Examination: A. Do not commence work of this Section until grading tolerances specified in Section 02 211 are met. — 3.2 Preparation: A. Protection - 1. Trees- a. Protect trunks and roots of existing trees on site which are intended to -- remain. remain. Do not use heavy equipment within branch spread. Interfering branches may be removed only with permission of Architect. 2. Other Plants- a. Protect other plants and features which are to remain. 3. Do not expose or damage existing shrub or tree roots. B. During preliminary grading, dig out weeds from planting areas by their roots and remove from site. C. Remove from site rocks larger than 1-1/2 inches in size and foreign matter such as A building rubble,wire, cans, sticks,concrete, etc,before placing top soil. 3.3 Performance: _. A. Redistribute existing top soil stored on site. B. Cross rif wrought grades on min. 24"on center to 12"depth prior to placing topsoil. -- • C. Add specified soil amendments at specified rates. Roto-till or otherwise mix amendments — evenly into top 12 inches of topsoil. D. Provide additional borrow topsoil required to bring surface to elevation relative to walk or ,,_ curb as follows- 1. Seeded Lawn Areas - 2 Inches below 2. Sodded Lawn Areas - 3 inches below E. Total Topsoil Depth 1. Lawn&Groundcover Planting Areas - 5 inches minimum 2. Shrub Planting Areas - 12 inches minimum throughout entire shrub bed area. F. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch per ft .. minimum unless otherwise noted.High point of finish grade at building foundation shall be 6 inches minimum below fir.ish floor level. G. Direct surface drainage in manner indicated on Drawings by molding surface to facilitate natural run-off of water. Fill low spots and pockets with top soil and grade to drain properly. END OF SECTION Page 4 . 1115193 Lee•Ruff.1/ark Architects L.r�.. Tigard/Metzger Meeting House _ Division 02-Site Work 1 , . • • 02 220 EXCAVATING, BACKFILLING, & COMPACTING I GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- "-+ 1. Perform Project excavating, trenching, backfilling, and compacting as described in Contract Documents, except as specified below. 2. Procedure and quality for excavating, trenching, backfilling, and compacting performed on Project under other Sections unless specifically specified otherwise. IND "'" B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 110 - Topsoil stripping 3. Section 02 211 - Rough giading nib 4. Section 02 212 - Top 12 inches of backfill in landscape planting areas, other than . lawn areas, within 10 feet of building 5. Section 02 500 - Compaction of subgrade under walks and paving. '" 6. Excavation insideand outside of building required for electrical and mechanical work is responsibility of respective Section doingwork unless arranged "" differentlyby Contractor. .. 1.2 References: A. ASTM D 1557-78 (1990), "Tests for Moisture-Density Relations of Soils& Soil-Aggregate , Mixtures Using 10 Pound Rammer and 18 Inch Drop." �; 1.3 Definitions A. Prepared subbase: The "prepared subbase" is defined as the ground surface after „„ completion of clearing, grubbing, slipping, excavation, scarification, as needed. B. Imported Material: "imported materials"shall be materials obtained by the Contractor from ^—+ sources off the site. C. Well Graded: "Well graded" defines a mixture of particle sizws that has no specific concentration or lack of one or more sizes, 1.4 System Description: A. Sub-Base Requirements - e) 1. Under Slabs,Walks,Curb& Gutter, Mow Strips, & Parking Surfaces- a. Mechanically tamp 8 inches deep to 95% minimum of maximum density 'w' as established by ASTM D 1557. e-^ B. Base & Backfill Compaction Requirements • 1. Under Slabs, Walks, Curb & Gutter, Parking Surfaces, Trenches, & Around ,:,.i Foundation Walls- • a Place in 8 inch layers, dampen (do not soak), and mechanically tamp to 95% minimum of maximum density as established by ASTM D 1557. 2. Backfill Under Footings- a. Not allowed. 3. Other Backfills- a. Place other fills in 12 inch layers and mechanically tamp. . "" 1.4 Project/Site Conditions: A. If existing utility lines not described in Contract Documents are encountered, contact • Architect befo:a proceeding. PRODUCTS - PART II I 2.1 Materials: A. Backfill material shall be free from debris,organic material, stones over 6 inches diameter, frozen materials, brick, lime, concrete, arid other material which would prevent adequate performance of backfill. — Lee•Ruff•Stark Architects Ill 5/93- � ' i . '' • —-c ' .,.,.;, j �. „ ,r 4 + kt :',';',4 0,&& a1:,','„..,,;'' Y, , , , t Oil PIO Division 02-Site Work Tigard/Metzger Meeting House • 4140 1. Fill shall conform to AASHTO Spec M-145, A-1-A,A-1-B,A-2-4,or A-2-5 granular, I non-plastic material. 2. Native cut material from elsewhere on project site as backfill material. EXECUTION - PART III 3.1 Examination: A. Carefully examine site and available information to determine type soil to be encountered. Discuss problems with Architect before proceeding with work. csi 3.2 Preparation: � A. Protection - ", 1. Damage to dampproofing, moisture barrier, waterproofing, or other pertions of ' '`'} the Work due to work of this Section shall be repaired by original installer at no -1 , 0 additional cost to Owner. B. Before backfilling, locate on record set of Drawings utility and service lines to be covered. . C. Do not backfill until utilities involved have been tested and approved by Architect. 1 :i D. Do not backfill until instructed by Architect. „ O E. Take into account landscaping and finished grades. ,- F. F. Prior to placing fill materials, constructing forms or placing reinforcing steel or concrete, notify the Geotechnical Consultant. G. Proof roll the prepared subgrade with fully loaded dump truck or similar heavy whelled construction equipment, as directed by Geotechnical Consultant. H. Excavate soft or loose zones as directed by the Geotechnical Consultant. I. Backfill to the specified elevation with imported fill and backfill material. Compact as specified in Paragraph 1.3 of this section. • ,:- 3.3 -3.3 Performance: A. Ex:avating- , 1. Excavate as necessary for proper placement and forming of footings and foundations. 4x 2. Bottom of excavations to receive footings shall be undisturbed soil. I ,:1 3. Protect prepared bearing surfaces from disturbance by weather, excessive moisture, or traffic. 4. Excavation Carried Deeper Than Required- • a. Under Footings - Fill with concrete specified for footings. — b. Under Slabs - Use specified compacted backfill material. .--- 5. Do not excavate closer than 1.5 horz.to 1 vertical slope below footng • 6. Use smooth edge backhoe bucket without teeth to excavate footing trenches, . clean footing excavations of loose material by hand. 7. If unusual excavating conditions are encountered, stop work and notify Architect. B. Backfilling • - 1 . Fill material shall be imported backfill material as specified in product above 2. Slope grade away from building as specified in Section 02 212. ..- 3. Hand backfill when close to building or where damage to building might result. C. Compacting- 1 . Compact as specified above. Do riot use puddling to consolidate fill areas. • 3.4 Adjusting, Cleaning: • A. Debris and material not necessary for Project are property of Contractor. However, if • material necessary for Project is hauled away, replace with specified backfill material. END OF SECTION Page 6 - 1/15/93 Lee•Ruif•Stark Architects • ,.,.a.w•,qac,u+cr*aMp�ww•.wanR..w,..-...: . r P • S. r 1 4„ •� '*Thr•, f ,,w¢ .'` la L ur;u.el , ; . rr er. v ,.1,vry,•Ityr. Sip,.r, , .1..r,. , TM,A,,ri$4,00,100Mr. ., ' r r M '• a a f , t k4S NGs vt4• y y ,4,.4t0,011'!.,,,,,, � r � it i• ' 1t1 s, Tigard/Metzger Maes House Division 02-Site Work 14 11 9.2 233 GRANULAR BASE .' r GENERAL - PART I 1 .1 Summary: A. Includes But Not Limited To • • - 1. Furnish and install gravel under slabs on grade as described in Contract C3 Documents. 2. Furnish and install sand under slabs on grade as described in Contract Documents. ' : 3 B. Products Installed But Not Furnished Under This Section - • 1. Under-slab lamiirated vapor rot..rder and lap sealant/sealer tape. C. Related Sections , �+ 1. General Conditions and Division 01 apply to this Section. I 2. Settion 02 220 excavating backfilling and compacting. 3. S action 02 510 - Base course under asphalt concrete paving 4. Section 02 521 - Granular base under sidewalks,curb, gutter, &stairs. • 5. Division 07 - Laminated Vapor Retarder and Lap Sealant/sealer tape. 1.2 REI ERENCES A. Standard specifications for Highway Construction, Oregon State Highway Division (OSHD), 1991. • PRODUCTS - PART II 2.1 GranL'lar Base: 2 A. Gravel- 1. 1/4 inch minimum to one inch maximum well-graded, clean gravel or crushed rock. B. Sand- 1. Clean,well graded,particle size 0.2 to 2.0 mm. EXECUTION - PART Ill 3.1 Installation: A. Place 6 inches minimum of gravel over compacted subbase, level, and compact thoroughly as described in Section 02 220, paragraph 1.4B. B. Install laminated' ?o;retarder. 1. Lap joints 6 inches minimum. 2. Apply liberal coating of lap sealant to seal joints. • 3. Seal vapor retarder around pipes. conduits, etc, which penetrate slab. • 4. Seal tears and punctures prior to placing sand layer. C. Place 2 inch uniform layer of sand over laminated vapor retarder, level, and smooth out '' surface. .., 3.2 Field Quality Control: A. Notify Architect 2 days prior to installation of concrete to allow inspection of granular basi and laminated vapor retarder ins'allation. 3.3 P•,tectlon: A. Except for installation of slab reinforcing,do not allow traffic over sand bed prior to placing of concrete. B. Protect sand bed from weather damage or excessive moisture. .., END OF SECTION f • `ill -- 02_203 V EGUA_TI2N_CQNTR . s • — 1 N• U • t (k i it.cts — 110 iT ', 1 ' + F •i + ' 1 *: 1t ..r ` . � n a 11 Division 02-Site Work TigardlMetzger Meeting House I, ee GENERAL - PART I 1.1 Summary• 1. A. Includes But Not Limited To- 1. Quality of soil sterilant used under paving and concrete and usage instructions. B. Related Sections - h 1 General Conditions and Division 01 apply to this Section. 2. Secoon 02 510 - Furnishing and installing under asphalt^oncrete paving. . 3. Section 02 521 - Furnishing and installing under concrete site elements. 1.2 Submittals: • 1 A. Product Data- • 1. Submit Manufacturer's product data and application instructions. . PRODUCTS - PART II 2.1 Materials: • A. Treflan by Eanco Products Co, Indianapolis, IN EXECUTION - PART III • 3.1 Preparation: A. Protection - t 1. Take necessary precautions to protect adjoining property and areas designated for planting on building site. ' 3.2 Application: 11 A. Apply in accordance with Manufacturer's directions at maximum suggested rale ii END OF SECTION 02 510 ASPHALTIC CONCRETE PAVING ,t1 GENERAL - PART I II + 1.1 Summary: A. Includes But Not Limited To - 1. Prepare pavement sub-base as described in Contract Documents to receive 'r pavement base and paving. • . 2. Furnish and install pavement base in driveway and parking areas as described in Contract Documents. ` r 1.3 3. Furnish arid install asphaltic concrete for driveways and parking areas as described in Contract Documents. ire B. Rebated Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 02 212 - Finish Grading. 3. Section 02 220 - Compaction procedures and tolerances. 4. Section 02 283 - Quality of soil st€,ilant �'. 1.2 References: A ASTMC131-89, "TestMethod for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine" B ASTM D 977-86, "Specifications for Emulsified Asphalt" C. ASTM D 1075-88, "Test Method for the Effect of Water on Cohesion of Compacted i Bituminous Mixtures." �' D. ASTM D 1557-78 (1930). "Standard Test Methods for Moisture-Density Relations of Soils Pnv Soil-Aggregate Mixtures Using 10-lb Rammer and 18-inch Drop" E. ASTM D 1559-d9, "Test Methoo for Resistance to PlasticFlow of Bituminous Mixtures 41 Using Marshall Apparatus" n 1 F. ASTMD2J27-75 (1986), "Specification for Cutback Asphalt (Medium Curing Type)" . G. ASTM D 2397-85, "Specification for Cationic-Emulsified Asphalt" R Page 8 - 1/15193 Lee•Ruff•Stark Architects 4 1 • —"i...4. :' `,', •,:', ' .....1 .. `.1 / • .. 1 . . . ' . _ . 40104anF"' 'd" 1..,.'�'�, ^�^'1 '; �.'�N+i:!:4t 3 �V�1 r�' '• - {.•, p . gi, i---7 . • .0 Tigard/Metzger Meeting House Division 02-Sita Work 3i • H. ASTM D 3381-83, "Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction." . I. Standard specification for highway construction, Oregon State Highway Division (OSHD), 1,. 1991. 1.3 Submittals: wi A. Testing laboratory shall forward copies of test results to Architect and General Contractor. PRODUCTS - PART II • 2.1 Sub-Base: r A. As specified in Section 02 220. 1. ..-0 2.2 Base: w + A. 3/4 inch minus, well graded, crushed rock or crushed gravel meeting the requirements of OSHD Section 02 630. •'"i 2.3 Asphalt Cement Primer: 1 A. Meet requirements of Oregon Department of Transportation, "specificatkm for Asphalt Materials." ,».. 2.4 Emulsified Asphalt: A. Tack Coat- Iii Meet requirements of Oregon Department of Transportation, "Specification for Asphalt a";, Materials." r2.5 Pavement: ;; � A. Central plant hot mix. B. Asphalt Cement - f` 1. Meet requirements of ASTM D 3381, Viscosity grade(Original Asphalt)as follows- a. Oregon Depertment of Transportation, "Standard Specifications." " C. Aggregates - I':%' 1 . Fine, coarse mineral aggregate and mineral filler suitable for pavement. t''''' Aggregates to have wearless than 40%as determined by ASTM:131. ;• Sieve % by Weight Passing Sieve • 3/4" 100 1/2" 95 . 100 1'., Cw•,. 3/8" 80- 95 #4 54 - 71 , #8 38 - 54 U #30 17 - 32 irl #200 3-8(non-plastic) • 2.6 Mixes: A. Asphalt Concrete Mixture- a 1 . Submit mix design according to Marshall Methodto achieve optimum asphalt "41 ' content as shown by test data curves based on testing samples containing)/2% increments of asphalt content. Samples shall include minimum of two with asphalt ., l'il content above optimum and two with asphalt content below optimum 2. Make tests in accordance with Oregon Department of Transportation Highway Division Specification 403.15, "Acceptance of Materials" ;, r 3. Final design shall meet following criteria- k-4 a. Oregon D3partrnent of Transportation Highway Specification 403.13 i0 "Composition of mixtures and proportions of materials." f" EXECUTION - PART III 31 Examination: . , A. Verification of Conditions - , 1. Da not execute work during unfavorable conditions as specified below - {:;(, a. Temperature below 50 deg F. Y•++ b. Presence of free surface water. c. Over-saturated base and sub-base materials. 2. Prior to placing base aggregate notify Geotechnical Consultant. Lee•Ruff•Stark-ArchhuMs 1/15/93- Piiii • K41,44ii Mk .....1 , .,,, t , ,lip . i . ,, , ,,,,,,,,. , ,,, ,,,, . . - , , , „ . r r MN... 71 , r, ' Division 02•Site Work Tlgard/Metzger Meeting House • 3. nioofroll prepa-ed base with a fully-loaded dump truck or similar heavy wheeled W construction equipment as directed by the Geotechnical consultant. ¢, Excavated soft or loose zones as directed by the Geotechnical consultant. Backfill excavated area with base aggregated compacted as specified. L; 3.2 Preparation: A. Survey and stake parking surfaces to indicate grading required by Cortract Documents. • • 3.3 Application: i0:., A. Sub-Base- 1. Fine grade parking surface area to grades required by Contract Documents. Compact as specified in Section 02 220. B. Base- 1. Six inches thick minimum. If roller is smaller than 8 ton, lav c,ravel and compact In ,i two courses. r 2. Compact to 95%o minimum density as determined by ASTM D '1.557. , 3. Tolerances- a. Finished base course shall be true to line and grade within plus orminus 1/4 inch in 10 feet. Ar • 4. Remove or repair improperly prepared areas as directed by Architect. C. Placement of Asphaltic Concrete Paving- 1. Apply specified E'oil sterilant immediately before application of paving. 2. Prime base with application of 0.2 to 0.5 gallons of MC-70 primer per square yard. 3. Uniformly mix materials so aggregate is thoroughly coated with asphalt. 4. Application temp3ratures 250 to 325 deg F. ii 5. Place with a self.•propelled laydown machine. 6. Longitudinal bituminous joints shall be vertical and properly tacked if cold. Transverse joints shall always be tacked D. Compaction of Asphaltic Concrete Paving - 1. At least 96%of design density as determined by ASTM D 1559. a. Execute compaction so visibility of joints is minimized. : i b. Depth after compaction shall be 3 Inches minimum, unless where shown deeper on Drawings. , 2. i3egin rolling immediately after asphalt is placed when asphalt temperature is maximum. 3. Roti with powered equipment capable of obtaining required density. r 4. Do not roll after asphalt temperature falls below 195 deg F. ■ y 3.3 Field Quality C',ntroi: • • A. Leave finished surfaces reasonably clean and smoothly finished. Slopes shall be uniform lui with no pockets left. When tested with 10 foot straight edge, surface of complete work I li • shall not contain irregularities in excess of 1/4 inch. END OF SECTION , i ., , , 02 521 CAST-IN fLAGE CONCRETE SITE ELEMENTS GENERAL - PART 1.1 Summary: , A. Includes But Not Limited To - I ; 1 Compact sub-base as described in Contract Documents. 2. Furnish and install granular base and cast-in-place concrete curb, gutter, sidewalks, light pole base.,, & stairs as described in Contract Documents. I 3. Furnish and install cast-in-place mow strips as described in Contract Documents. B. Related Sections - ,{" • I aC5..7-16 e 1 - 1/15/93 Lee•Ruff•Stark WEB 1TeCM 1, : .'�i"!g _ + Sift ' ak :. Y , • �lw.y�fASrxRfi.'v1'\`";xr .n+w.r�K,�Mir�ro ivn,�.. , .........,✓:.SPI-: ..�... � .. • lcsi i , .. . . Nerd/Metzger Meeting House Dlvisian 02-Sib Work Y' li, B. Related Sections- r 1. General Conditions and Division 01 apply to this Section. 9 2. Section 02 220 - Compaction procedures and tolerances. Pi 3. Section 02 283 - Quality of soil sterilant. 1.2 References: �t A. ASTM D 1751-83, "Specification for Preformed Expansion Joint Fillers for Concrete t Paving & Structural Construction (Non-extruding & Resilient Bituminous Types)" 100) B. Standard specifications for highway construction, Oregon State Highway Division (OSHD), 1991. i i.`. sol 1.3 Quality Assurance: 14 A. Meet requirements specified in Section 03 313. df PRODUCTS-PART II ' sill 2.1 Formwork: jlk9 A. Meet requirements specified in Section 03 110. , 2.2 Granular Base: A. 3/4 inch minus, well-graded, crushed rock or crushed gravel meeting the requirements of A . OSHD 02630. Nit' 2.3 Fiber Expansion Joints: A. Manufactured commercial type meeting requirements of ASTM D 1751. 3 B. 1/2 inch thick. C. Approved Manufacturers- 1. 'Sealtight"by W R Meadows Inc, Elgin, IL 2. "Fiber Expansion Joint"by The Burke Company, San Mateo, CAlit 613. Equal as approved by Architect prior to bid. See Section 01 630. 2.4 Concrete: A. Meet requirements sr _..,,led in Section 03 313 for exterior concrete. EXECUTION - PART III XII 3.1 Preparation: A. Apply soil sterilant immediately prior to placing concrete. ,.w 3.2 Installation: A. Sub-Base - ? " 1 Compact sub-base as specified in Section 02 220. B. Granular Base- aI. Except under mow strips, place 6 inches minimum of granular base, level, and compact as specified in Section 02 220. C. Joints- 1. Align joints of sidewalk and curb & gutter. 2. Expansion& Contraction Joints- a. Spacing- 1) Sidewalks and Curbs - 50 feet on center. :141 2) Mow Strips - 10 feet on center. b. Install so top of expansion joint material is 1/4 inch below finished surface of concrete. . :11 c. No expansion joint required between curbs and walks parallel to curb. d. Provide expansion joint at end of walks perpendicular to and terminating a1 curb. t l' 3. Control Joints- a. Curbs& Flat Drainage Structures - 10 feet on center. irl b. Sidewalks • 5 feet on center. c. Mow Strips - 5 feet on center. :iii d. Control joints shall be approximately one inch deep. D. Finish- 4 1. Curt,,Gutter, Sidewalks, & Stairs- Lpeoloommay rc a. Broom finish.Lee•Ruff•Stark tec1s— gr j r1 I a + hr M .,: t a ny 7I �t'fv}� i', .y ,,w� :0,,'.?:,:u, Ryt . ‘,.,,,,,,,:::,,,,,,,„„ . ,,%..., 5 6 y,4, . - Division 02-Site Work Tigard/Metzger Meeting House '' , �` • b. Round edges including edges formed by expansion joints. ,�,�kr`N� t;1 • c. Remove edger marks. }} " ;; 2. Light Pole Bases- ,, p � ,L . a. Exposed portion to have rubbed finish. • l • E. Special Requirements- ?:4.,',, 1. Sidewalks, Exterior Stairs,&Landings- ,. a. Slops to drain. . , . 1) Slope sidewal1 s with transverse slope of 1/4 inch per ft in direction of intended drainage. I 2) Slope sidewalks away from building 3 percent minimum. r 1 b. Dusting with cement not permitted. r, er 2. Mow Strips- a. Granular base not necessary under mow strips. -- b. Form and cast mow strips in place. _ ,.. ' c. Set top of mow strip 1-1/2 inches above finish grade. d. Compact topsoil on both sides of mow strip to density of undisturbed „ earth. 3. Light Pole Bases - a. Install bond breaker consisting of three layers of 30 lb roofing felt between pole base and adjoining sidewalk. 3.2 Field Quality Control: •., A. Tests, Inspection - 1. To allow Architect's verification of grades and elevations, notify Architect three le days minimum prior to placing specified concrete site elements. • END OF SECTION N 02 580 PAVEMENT MARKING GENERAL - PART I y 1.1 Summary: A. Includes But Not Limited To- ; 1. Furnish and apply parking stripes, crosswalk stripes, safety markings, and 6... handicapped markings as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. .614 . .1, _ 1.2 QUALITY ASSURANCE A. Regulatory Requirements 1 „ .,,, 1. Paint handicap spaces to conform to ADA Standards and local code requirements. .r 1.3 PROJECT/SITE CONDITIONS A. Environmental Requirements y. 1. Applay only on dry surfaces and during favorable weather. a. Atmospheric temperature above 50 deg F. c ,y b. When temperature is not anticipated to drop below 50 deg F during ` drying period. s' l c. When damage by rain, fog, or condensation not anticipated 'r PRODUCTS - PART II1. e�ge 12-1715/93 Lee•Ruff•Stark Architects ,,f 4 k , ' - '�; T^ q Division 02-Site Work ' �ard/Metzger Meeting House • k. r*o. Ni 2.1 MATERIAL A. Paint 1. Acrylic emulsion, yellow, non-reflectorized. 2. Approved Manufacturers - a. 442XX Interior/Exterior Alkyd Traffic Marking Paint by Devoe fie ue , II b. Hydrotherm Striping by Liquid Ceramics Inter,ratronal Ltd, Albuquerque, rq NM c. LPro-Mar Traffic Marking Paint(Alkyd)by Sherwin-Williams. d. Paint meeting requirements of Fed Spec TT-P-1952B as approved by Architect prior to bidding. See Section 01 630. EXECUTION - PART III 3.1 Preparation: , A. Do not apply until new paving has cured 72 hours minimum. ow B. Perform layout with chalk or lumber crayon only. 3.2 Application: ill A. Site Tolerances tirl 1. General- Make lines parallel, evenly spaced, and with sharply defined edges 2. Line Widths- a. Plus or minus 1/4 inch variance on straight segments. :-# b. Plus or minus 1/2 inch variance on curved alignments. B. Provide two coat application, each coat with coverage of 150 sq tt/gal. Do not apply second coat within three hours minimum or until first coat is thoroughly dried,whichever is longer. 3.3 CLEANING A. Remove drips, overspray, improper markings, and paint material tracket by traffic by sand F1, blasting, wire brushing, or other method approved by Architect prior to performance. jEND OF SECTION 3 02 660 POTABLE WATER SYSTEMS i ii.4 GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install piping from water main to fire hydrant and from water meter to 0..• within 5 feet of building as described in Contract Documents complete with meter, shut-off valve, and connections. $ `,..y 2. Contact Tigard Water District for installation of service line from main to meter. 3. Pay hook-up fees required by agency furnishing water. • �"" B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting 1.2 References: A. ASTM B 88-89, "Standard Specification for Seamless Copper Water Pipe" 1.3 Quality Assurance: — A. Complete installation shall conform to Tigard Water District standards and other applicable codes. PRODUCTS - PART II 2.1 Pipe: A 1 ype K copper meeting requirements of ASTM B 88 with wrought copper, brazed fittings. C 2.2 Water Meter: 41, A. As required by local agency furnishing water. —Tliglfr IT 1v-1, Lee•fluff•Stark Architects age r , - ss �} '"•.��y�� .LLQ w'M'wwnm^�•.�:n�v ++'Rr''v .4� *.**10.P '1 J[ ' '.'1 ;+ • y 't�u 1r ',A.T'''' '�,,,F� `.'!4r ,0 i Tigard/MetzgerHosting House .,4 Division 02-Slte Work "' VD u 2,3 Connection Material: A. Brazing Rods- • 1. AWS Classification BCuP-4 Copper Phosphorus (6%silver). 2. AWS Classification BCuP-5 Copper Phosphorus (15% silver). 3. AWS Classification BAg-5 Silver (45%silver). 4. Do not use rods containing Cadmium. • .;fir ii 2.4 Flux: I ,r A. Approved Manufacturers - 1. "Stay-S�tv white brazing flux"by J W Harris Co ' 2. High quality silver solder flux by Handy& Harmon EXECUTION - PART Ill , 3.1 Preparation: A. Notify Tigard Water District 48 hours prior to commencing construction;telephone: •-•1639-1554. O B. Excavate and backfill as specified in Section 02 220 with following additional , requirements - 1. Runs shall be as close as possible to those shown on Drawings. 2. Excavate to required depth. 3. Grade to obtain fall required. 4. Bottom of trenches shall be hard. Tamp as required. 5. Remove debris from trench prior to laying of pipe. ,,, , - 6 Do not cut trenches near footings without consulting Architect. 7. Excavate trenches so outside pipe will be 12 inches minimum below frost lineor • 30 inches minimum below finish grade, whichever is deeper. 3.2 Installation: A. Install piping system so it may contract and expand freely. B. Completely eliminate cross connections, backflow, and water hammer. j C. Install shut-off valve at meter. i D. Backfill only after pipe lines have been tested, inspected, and approved by Architect. 3.3 Field Duality Control: A. Before covering pipes, test system in presence of Architect or governing agency at 100 psi hydrostatic pressure for two hours and showno leaks. B. Sterilize potable water system with solution containing 250 parts per million minimum of available chlorine. Introduce chlorinating materials into system in manner approved by • Architect. Allow sterilization solution to remain for 24 hours and open and close valves and faucets several times duringthat time. C. After sterilization, flush solution from system with clean water until residual chlorine content is less than 0.2 parts per million. .;4; D Water system will not be accepted until negative bacteriological test is made on water taken from system. Repeat dosing as necessary until such negative test is accomplished. o,,. 3.4 Cleaning: �- A. Remove excess earth from site or place as directed by Architect. END OF SEC PION 1 t° a ,l rtw - Lee•Ruff•Stark rc tecta Page 14 1115153 . t` 1.- .I I . •,• , , 10 WNW - .*+R "n+�q",+.^www,rw.•.wwn-,n.... v,w m^•+ ...swr►r. - N' '' * ,O; t"`„.,f( I t* ,� , ,41, ',.P f•. .j"'^'�7R°' i ,; l MQ +fir.lit A. t , 0 �rdlMetrger Meeting House - Division 02-Site Work iii) ,„ i ,, , , .„ . „ , . 02 685 GAS DISTRIBUTION SYSTEMS 'i, . .0 GENERAL - PART 1.1 Summary: o' A. Includes But Not Limited To - y1. Make necessary arrangements for, and pay necessary tees to local gas utility � company for gas service lines and proper size gas meter. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. t• oat 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting 3. Division 03 - Concrete meter base it 02712 FOUNDATION DRAINAGE. SYSTEMS .` i. 000, GENERAL - PART I 1.1 Summary: '+ A. Includes But Not Limited To- uil 1. Furnish and install foundation drElinage system as described in Contract i Documents. a ' -' B. Related Sections- 1. General Conditions and Division 01 ,apply to this Section. tiN 1.2 References: timi A. AASHTO M-252, "Specifications for Corrugated Polyethylene Pipe" B. ASTM C 478-90b, "Specification for Precast Reinforced Concrete Manhole Sections" '', PRODUCTS - PART II , 2.1 Corrugated Polyethylene Pipe & Fittings: '' "▪� A. Meet requirements of AASHTO M-252. 1. Fully corrugated and perforated for foundation drain. •" 2 Fully corrugated and non-perforat-ad for piping from foundation to disposal area. I B. Approved Manufacturers - j 1. Advanced Drainage Systems Inc, Columbus, OH. i .-a 2. Hanor Inc.,Olympia,WA. 3. Equal as approved by Architect prior to bidding. See Section 01 630. 2.2 Drywells, Catch Basins, & Appurtenances: , ,"y A. Meet requirements of ASTM C 478. . 2.3 Catch Basin Cover: w} A. Type I. 2.4 Manhole Cover: ` A. Standard cast iron. EXECUTION - PART III 3.1 Preparation: A. Wet and tamp fill under pipe to form firm bottom. 3.2 Installation: "' ' A. Tolerances- 1. Drains shall never be lower than bottom of footings. i ' 2. Lay with minimum uniform pitch of 6 inches in 100 lin ft. Use engineer's level in .,i checking. t B. Install system in accordance with Manufacturer's recommendations. 7 C. Form sharp turns or angles, branch connections, and joints to drain lines with pipe fittings .y as required. D. Protect lines from entrance of dirt. j "1 Leo•Ruff•Stark Ardtltacts 1 °9° IT I. 1 6 . *w { w ''''''V, -, y*** r_. . ... . ..._ . .. , . .,.71 ! , 1 ;, Division 02-Site Work TigardlMetzger Meeting House ' • E. Provide cieanouts as required using long sweep elbow fittings and heavy extra long cast brass ferrule with threadedheavy cast brass countersunk cleanout plug set into 12"x 12" x 6"concrete slab finished flush with finish grade. '� F. Extend gravel or rock from bottom of drains up to withinl'6"of finish grade or as shown on i Drawings. Widthof backfill at bottom shall be 2 feet minimum and fill width oftrench above. Before placing fill, remove caved-in or loose earth over drains. Spread layer of hay or straw `- over backfill. G. Provide backwater valves (NDS 375) at all locations in system as required by local authorities. 3.3 Field Quality Control: O' • A. Test system as required by Architect. Do not cover lines until approved by Architect. END OF SECTION . 4111. Q2 720 STORM SEWAGE SYSTEMS GENERAL - PART I ,. 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install storm drainage system as described in Contract Documents ,. from point of water collection to terminat'ng point. 2. Pay necessary fees to agency governing storm sewer system. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. • 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting 1.2 References: 7 A. AASHTO M-252, 3 to 10 inch pipe, "Specifications for Corrugated Polyethylene Pipe" 4- B. AASHTO M-294, 12 to 36 inch pipe, "Specifications for Corrugated Polyethylene Pipe" C. ASTM C 76-90, "Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer , Pipe" I d D. ASTM A 444.89, "Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip x Process for Culverts and Underdrains" E. ASTM D 3034-89, "Specification forType PSM Poly (Vinyl Chloride)(PVC) Sewer Pipe and Fittings" F. ASTM A 74-87, "Specification for Cast Iron Soil Pipe& Fittings" G. ASTM C 564-88, "Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings" 1.3 System Description: I t A. Performance Requirements - 1. Failure to install joints properly shall be cause for rejection and replacement of piping system. PRODUC1S - PART II 2.1 Catch Basins: A. Construct of 4000 psi concrete. ; B. Cover inlet with cast iron frame and grate as shown on Drawings. �� 2.2 Concrete Sewer Pipe A. Meet the requirements of ASTM C14 T& G. I: . :: ' T,,, B. Class 3 unless otherwise noted on plans. '' 2.3 Reinforced Concrete Pipe: �t A. Meet requirements of ASTM C 76, Plain End. ( B. Determine class of pipe by depth of cover over pipe at "rough-graded" elevations as follows- 1 Depth Of Cover Class Of Pipe ege 6 - 1/15/93 Lee•Ruff•Stark ArchiteiT 1„ ..r.......�.....p..=.. • 4a 1117 , r ,+ .00000arj � 'k ». ' y t.61,11,;i 1'. 'y,ir'1 e !t,n r'' •• '� u 1 e1 ' k� t, t i1 .m� ,ati c a I IIIT ard/Mey� Meed House Division 02-31te Work ,1 ,,,,0 /04 iiiii Under 2 feet V lc Al 2 feet to 3 feet IV • j 3 feet to 6 feet II 'i • Over 6 feet 2.4 Corrugated Metal Pipe: A. Meet requirements of ASTM A 444. B. Standard round galvanized with 2 ounces zinc per square foot sheet steel. C. 16 gauge. D. Corrugations- i1. 6 to 10 Inch Pipe- 1-1/2 x 1/4 inch depth helical corrugations. III 2. 12 to 60 Inch Pipe - 2-2/3 x 1/2 inch depth helical corrugations. . . Lid. 2.5 PVC Pipe and Fittings: r* A. Meet requirements of ASTM D 3034. B. Schedule 40. 1 i C. Fittings - 1. Slip Joint type with elastomeric seals. l 2.6 Cast Iron Soil Pipe & Fittings: A. Meet requirements of ASTM A 74. B Joint Material- ^'"" 1. 5C%oakum and 50% lead, well calked. ' 2. Rut'ger gaskets meeting requirements of ASTM C 564 and compat:ole with pipe , used. 2.7 Corrugated Polyethylene Pipe & Fittings: A. Meet requirements of AASHTO M-252 or M-294. `' 1. Fully corrugated for underdrain. l''' 2. Corrugated exterior with smooth interior for storm sewers 12 to 36 inch diameter. fl B. Minimum Cover- 1. 12 inches for H-20 load. C. Soil-tight joints for storm sewers. EXECUTION - PART Ill 3.1 Preparation: A. Excavate and backfill as specified in Section 02 220 with following additional requirements - , 1. Runs shall be as close as possible to those shown on Drawings. «.4 2. Excavate to required depth. 3. Grade to obtain fall required. 4. Bottom of trench excavation shall be hard. Tamp as required. 5. Remove debris from trench prior to laying of pipe. 6. Install required pipe bedding. a. Reinforced Concrete Pipe - Shape subgrF1de to receive pipe to pipe shape for width equal to 1/2 outside diameter of pipe, or provide 3 inches f.',. compacted granular fill base below pipe with Fdditional 4 inches of compacted granular fill above base. Oh 7. Do not cut trenches near footings without consulting Architect. w, 3.2 Installation: A. Install materials in accordance with Manufacturer's instructions. B. Provide depression under bell of each joint to maintain liven bet,`ing of sewer pipe. C. Terminate pipe as shown on Drawings. .., D. Use jacks to make-up gasketed joints. ' E. Backfill only after pipe lines have been tested, inspected, and approved by Architect. 3.3 Cleaning: A. Remove excess ecith from site or place as directed by Architect. END OF SECTION I illi Lee•Ruff•Stark Architects 1/15/63 Mtge 17 , "1"'' .fin .'Miro,. ;—ofi Pligo., Mw �• CO Division 02-Site Work Tigard/Metzger Meeting House Auk Mir 02 730 SANITARY_ SEWA__QE SYSTEMS GENERAL - PART I 1.1 Summary: A. Includes But Not Limited Toa,�, 1. Furnish and install sanitary sewage system as described in Contract Documents beginning at 5 feet from where it enters building and connecting to serving sewer . . system. I CM 2. Pay necessary fees to governing agency of sewer system. B. Related Sections 1. General Conditions and Division 01 apply to this Section. _ • 2. Section 02 220 - Procedure and quality of excavating, backfilling, &compacting a 1.2 References: A. ASTM A 74-87, "Specifications for Cast Iron Soil Pipe& Fittings" B. ASTM C 564-88, "Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings" C. ASTM D 2321-89, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe" • D. ASTM 0 3034-89, "Specification for Type PSM Poly (Vinyl Chloride)(PVC) Sewer Pipe & Fittings" E. ASTMF 789-89, "Standard Specification for Type PS-46 Poly (Vinyl Chloride)(PVC) Plastic Gravity Flow Sewer Pipe and Fittings" ^-^ 1.3 System Description: A. Performance Requirements - • 1 . Failure to install joints properly shall he cause for rejection and replacement of .r, piping system. i 1.4 Quality Assurance: ' A. Regulatory Requirements - 1. Install cleanouts in accordance with local governing authority and State codes. Pr PRODUCTS - PART II 2.1 Cast Iron Soil Pipe & Fittings: A. Meet requirements of ASTM A 74, Service Grade. t 1. Cast iron for bell & spigot fittings 2. Cast iron for"no-hub"joints. ` B. Joint Material- 1. For Bell & Spigot Pipe- a. 50%oakum and 50%lead, well calked. P+ _4 ` b. Rubber gaskets meeting requirements of ASTM C 564 and compatible with pipe used. 2. For"No-Hub" Pipe - g a. Neoprene gaskets with type 304 stainless steel clamp and 24 ga type «� • 304 stainless steel housing by Clamp-All Corp, Ward Hill, MA. . b. "Best" couplings & gaskets by American Brass & Iron Foundry, San Leandro, CA "` • c. Husky SD 4000 coupling by ANACO, Anaheim, CA , 2.2 PVC Pipe & Fittings: R" A. Gasket-joint gravity sewer pipe and fittings meeting requirements of ASTM D 3034 SDR- 35 or ASTMF 789. B. Joints shall be integral wall hell and eiastori eric gask't r• ... C. Approved Manufacturer - 1. Carlon PS-46 PRIME by Carlon (an Indian Head company), 25701 Science Park "' Drive, Cleveland, OH 44122 (216) 831-4000. With service centers at - Tip 18 18 - V15193ee• • tarr rc tec s r: - a fit' ,: towisol nr • .ypna,.,B, V•a,nw*ro{ ctoifntr., ,(,,r,..,,,to0004A10 ,'' l Aln'l ... ,e! rowt,pAi..ir 1` 'd..,, ,T . ,) .4p Tigard/Metzger Meeting House Division 02-Site Work .r O , ' ' a. Oklahoma City,OK (405)672-4531 b. High Springs, FL (904) 454-1697 3,M, r"' c. Woodland, CA (916) 666-1681 " {' 4 d. Nazareth, PA (215) 759-6760 '4'' e. Compton, CA (213) 631-6171 - op 2. "Green-Tite"by Johns Mansuille. EXECUTION - PART III ' 3.1 Preparation: hrt A. Excavate and backfill as specified in Section 02 220 with following additional requirements - O 1. Runs shall be as close as possible to those shown on Drawings. 2. Excavate to required depth and grade to obtain fall required. i° 3. Bottom of trenches shall be hard. Tamp as required. i_,, 4. Remove debris from trench prior to laying of pipe. 5. Do not cut trenches near footings without consulting Architect. Cil --• 3.2 Installation: ' A. Cast Iron Pipe&Fittings - 1. Install materials in accordance with Manufacturer's instructions. 2. Provide depression under bell of each joint to maintain even bearing of sewer pipe. • 3. Connect to street main as required by local authorities. 4. Use jacks to make-up gasketed joints. , B. PVC Pipe& Fittings- 1. Install in accordance with Manufacturer's recommendations and ASTM D 2321. . "a 2 Stabilize unstable trench bottoms. ..., 3. Bed pipe true to line and grade with continuous support from a firm base. a. Bedding depth - 4 to 6 inches. b. Material and compaction to meet ASTM standard noted above. 4. Excavate bell holes into bedding material so pipe is uniformly supported along its entire length. Blocking to grade pipe is forbidden. 5. Trench width at top of pipe - a. Minimum - 18 inches or diameter of pipe plus one foot, whichever is •, ._., greater. b. Maximum- Outside diameter of pipe plus two feet. 6 Piping and joints shall be clean and installed according to Manufacturer's • recommendations. �'. a. Break down contaminated joints,clean seats and gaskets and reinstall . 7. Do not use a back hoe or power equipment to assemble pipe. 8 Initial backfill shall be 12 inches above top of pine with material specified in - referenced ASTM standard. 9. Minimum cover over top of pipe- k y > • , a. 36 inches before wheel loading. I b 48 inches before compaction. 3.3 Cleaning: A. Remove excess earth from site or place as directed by Architect. • ENO OF SECTION ,t II ` p_2_8:11_ UNDERGROUND IRRIGATION SYSTEMS GENERAL - PART I 1.1 Summary: Tire.•Ruff•Stark Architects a9. ) : ' ^ 11, @ 0 .� \p!. , 4 ' ?0rY viw 1I /.�1ti ( ,i1 NM1,.�✓ y . 4 .,� ..w..r"r:lt '1'A\IiAMh,11rNWITf,' tM{t'YW w... ...�. .�....,,.nr.y , ,.r. .Y[I ..YI.r��P�4s,]M. 41.' ....... . C.Y.r, Division 02-Site Work ?igarci Metzger Mooting House _ A. Includes But Not Limited To - 1. Furnish and install sprinkler system as described in Contract Documents ,• complete with accessories necessary for proper function. B. Related Sections- ':• a 1. General Conditions and Division 01 apply to this Section. 1.2 System Description: . A. Design Requirements - 1. Layout of Irrigation Heads- a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as is required to achieve full, even coverage without s spraying onto buildings, sidewalks, fences, etc. ,'_ b. During layout,consult with Architect to verify proper placement and make • recommendations where revisions are advisable. 2. Arrange valve stations to operate in an easy-to-view progressive sequence ... around building Record sequence on controller lid. 3. System requires installation of backflow prevention unit. ,of • 1.3 Submittals: A. Record Drawings- . 1. Prepare an accurate record drawing as installation proceeds to be submitted prior to final inspection, including - Pr' A.. a. Detail and dimension changes made during construction. ',... b. Significant details and dimensions not shown in original Bidding Documents. 2. At job site, maintain one copy of Contract Documents, as defined in Section 2 of General Conditions, and relevant shop drawings. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of Architect `i'' and Owner. 3. Reduce copy of record drawing to half-size, color key circuits, and laminate both sides with 5 mil thick or heavier plastic. Mount on 1/4 inch plywood board. Drill two 1/2 inch holes at top of board and hang on hooks in Custodial Room or as , directed by Archite, . 4. Final payment for system will not be authorized until accurate and complete I :t submittals are delivered to Architect. B. Operations& Maintenance Manual Data - 1. See Section 01 730. . 2. Manufacturer's cut sheets for each element of system 1 3. Part's lists for operating elements of system 1#' i. 4. Manufacturer's printed literature on operation and maintenance of operating ,,,,• elements of system. 5. Instruction manual which lists complete instructions for system operation and I,,•, maintenance, including winterizing. Include also complete instructions en how to • drain entire backflow preventer to prevent freezing. — i 1.4 Quality Assurance: A. Regulatory Requirements - 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. ,..• B. Pie-Installation Conference- 1. Meet with Owner and Architect to discuss and clarify all aspects of job requirements prior to commencing work of this Section. C. Minor adjustments in system layout will be permitted to avoid existing fixed obstructions. 'p 1.5 Warranty: �r. A. Standard one ear guarantee Lii;pulated in General Conditions she include" Wigs 20 - 1115/63 — Lee•Ruff irk Architects L . r .rr ,„,.-„,,,.„........,,,„,,,,.,4.,. „ , . ,. , „ ,. ,...,,, .„ 1 •. I 1. • pw II . i Ti ag rd1Metzger Meeting House division 02-Site Work a 1 . Filling and repairing depressions and replacing plantings due to settlement of r irrigation trenches for one year following acceptance of Project. . 2. System can be adequately drained to protect from freeze damage in areas where , freezing occurs. E 3. System has been adjusted to supply proper coverage of areas to receive water. • ' l" ` 1.6 Maintenance: A. Extra Materials- 1. In addition to installed system,furnish building with following items at closeout- f a. One heavy-duty key for stop& waste or main shut-off valve. hOS . Two valve box cover keys. PRODUCTS - PART II ; �' 2.1 Pipe, Pipe Fittings, & Connections: ' 0r• A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, 41. schedule, type, and working pressure. B. Pipe sizes shown on Drawings are minimum. Larger sizesmay be substituted without .., additional cost to Owner. '?,, C. Pipe - 1 . Pressure Lines - Schedule 40 PVC. 2. Lateral Lines - Schedule 40 PVC. r D. Fittings - 1. Same material as pipe. E. Sleeves - 0 `.. 1. Udder Parking Area and Driveway Paving - Schedule 40 PVC Pipe. 2. All Other Cl2,ss 200 PVC Pipe. 3. Sleeve diameter shall be two sizes larger than pipe installed in sleeve. •'. Extend sleevr<is 6 inches minimum beyond walk or pavement edge. 2.2 Sprint.ter Heads: A. Conform to requirements shown on Drawings as to type, size, radius of throw, pressure, and discharge. 1 Equals as approved by Arct•itect prior to bidding. See Section 01 630. v. B. Each type of head shall he product cf single Manufacturer. •"+' 2.3 Sprinkler Risers: • !^I A. Rotor pop-up sprinkler or quick coupling 'alves shall have an adjustable riser assembly . 7 (three ell swing joint assembly) unless detailed otherwise on Drawings. These swing joint fittings shall be of schedule 40 PVC plastic and nipples schedule 80 (gray) PVC unless 1 t•,• otherwise designated on Drawings. 1. Horizontal nipple parallel to'.rde of lateral line shall he 8 inches long minimum. All "' other nipples on swing joint risei shall be of length required for proper installation of sprinkler heads. • 11'. B. Stationary spray pop-up sprinkler heads, shrub sprayheads, bubbler heads, and stationary spray sprinklorheads shall have risers made up one of the following ways- . i1 4 inch flex-riser #FR-100 connected directly to lateral tee with an appropriately 1 sized schedule 40 PVC threaded ell and schedule 80(gray) nipple. H 2 • 2. Three schedule 40 street Mrs connected to lateraltee to form an adjustable riser or pep-up riser as detailed. r-, 3. Risers for sprinkler heads shall be 14 inch long minimum and 24 i.ich maximum. a. Rainbird swing pipe with spiral barb fittings and street ell as detailed. b. Toro "Funny Pipe". 4 Equal as approved by Architect prior to bidding. See Section 01 630. • 2.4 Automatic Sprinkler Systems: A. Control valves shall be of size and type indicated on Drawings. Ai B. Control wire shall be UF-UL listed, color coded copper conductor direct burial size 14. Tape control wire to side of main line every 10 feet. Where control wire leaves main or lateral line, enclose it in Class 200 PVC conduit. Use 3M DBY waterproof wire connectors i Tee•Ruff•Stark Architects173 . age'Ii- ! rn`j; I • .1 H i . . , , . • . ..... . . , . _ . , ,.. , . n • b 4 d r....... 7.... . .' :.,„ Division 02-Site Work Tigard/Metzger Meeting Hou sr; • M� at splices and locate all splices within valve boxes. Usa white or grey color for common wire and other odors for all other wire. Each common wire may serve only one controller. C. Run one extra control wire from panel continuously from valve to valve throughout system • similar to common wire for use if a wire fails. Wire shall be different color than all other wires, shall not be green,and shall be marked in control box as an extra wire. 2.5 Valves: ...,. ... i A. Manual Drain Valves- 1. Brass ball valve with"T"handle on main lines and in valve boxes on lateral lines. • 2. Quality Standard - NIBCO Brass Ball Gas Cock with teflon seat. . B. Automatic Drain Valves- '' • • 1. Plastic"King Drain". Use only on lateral lines. +i+1 ;,r;. C. Electric Valves- 1. Make and model shown on Drawings. D. Gate Valves- 1. Bronze construction, angle type, 150 pound class, threaded connectic ls, with cross-type operating handle designed to receive operating key. 2. Quality Standard - NIBCO T-113 non-rising stem gate valve. x ' ; E. Backflow Preventer- 1. Make and Model shown on Drawings or as required by local code. ,,41111116 '" • F. Automatic Controller- .,` 1. Make and Model shown on Drawings. Q. Pressure Reducing Valve- 1. Make and model shown on Drawings or as required by local code. • H. Quick Coupling Valve- liw4i, ,y, 1. Brass one piece valve with locking top. 2. Provide one key with hose swivel. 2.6 Valve Accessories: • A. Valve Boxes- 1. Rectangular heavy duty valve box. 2. Valve b3xes shall have lock top or snap toplids. 3. Valve boxes shall be large enough for easy removal or maintenance of valves. 4. Use valve box extensions as required. 5. Approved Manufacturers - in1 f` a. Ametekal b. Brooks 2.7 Backfill Materials: A. Rock-Free Soil • 1 . Backfill soil around PVC pipe. ' 2. Soil having rocks no larger than 1/4 inch in any dimension. B. Pea Gravel- 1. For use around drains. 'o . 2. 1/2 inch maximum round, water worn, washed rock , C. Sand- ' 11 1 . Fine granular material naturally produced by rock disintegration and free from1/ .:.'1 organic material, mica, loam,clay, and other deleterious substances. r .. D. Native Material- 1. Soil native to project site free of wood and other deleterious materials and rocks r over 1-1/2 inches. •.. E. Topsoil - 1 . Existing in-place topsoil material. Remove rocks, roots, sticks, clods, debris, and i,.. other foreign matter over 1-1/2 inches longest dimension encountered during trenching. i 2.8 Other Materials: ' A. Recommended by Manufacturer and subject to Architect's review and acceptance. `' a _ Pigs 22.1I1 / Lee•Ruff•stark Architects 9 17:: I . .. Tigard/Metzger Meeting House Division 02-Site Work MP 14-4 B. Provide materials necessary to complete and make system operational. EXECUTION - PART III • v.. 3.1 Preparation:, 0, t A. Protection - 1. During construction and storage, protect materials from damage and prolonged exposure lo sunlight. 2. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense. , i 3. Do not cut existing tree roots measuring over 2 inches in diameter in order to P." install sprinkler lines. Do not machine trench within drip line of existing trees to remain Hand dig. g 4. No tunneling under concrete work. ,us 3.2 installation: A. Trenching& Backfilling - 1. Pulling of pipe is not permitted. 2. Over-excavate trenches 2 inches and bring back to indicated depth by filling with III fine, rock-free soil or sand. 3. Cover pipe both top and sides with 2 inches of material specified in Paragraph i 2.7, A above. In no case shall there be less than 2 inches of rock-free soil or sand surrounding pipe. 4. Do not cover pressure main, sprinkler pipe, or fittings until Architect has inspected and approved system. 5. Perform balance of fill and compaction as specified in Section 02 220. ON B. Sleeving - 1. Sleeve water lines and control wires under walks and paving. 2. Use one water pipe maximum per sleeve. Sleeve control wiring in separate ,.,t sieeve. 3. Position sleeves with respect to buildings or other obstructions so pipe can be , easily removed. C. Grades and Draining- �. 1. In areas where freezing may occur, grade piping so system can be completely , drained. a. Slope pipe to o.Sin to control valve box where possible. 1.411r II b. Where this is ,got possible, slope pipe to a minimum number of low points. At these Io':r points, install- 1) ",/4 inch brass ball valve for manual drain or, if low point is in n1 middle of lawn area or other area where manual drain would be hard to find,then install an automatic King drain. " 2) Install 2 inch Class 200 PVC pipe over top of manual drain and cut at finish grade. ', 3) Provide rubber valve cap marker. 4) Provide one cu ft gravel sump at outlet of each manual or f , automatic drain. s 5) Do not use automatic drain valves on pressure mains or in valve ;7 1 boxes. " c. Slope pipes under parking areas or driveways to drain outside these areas. d. Provide and install quick-coupling valve or valves in location for easy blowout of entire system. D. Installation of Plastic Pipe - 1 Install plastic pipe in mariner to provide for expansion and contraction as recommended by Manufacturer. 2. Unless otherwise indicated on Drawings, install mainlines and lateral lines connecting rotor pop-up sprinklerswith minimum covet of 18 Inches based on i • F"i Teems•Stark Architects �.. _ _ 1115193- Page 1,wi . . • . .. . . 1"--- . . 71 . .. . . • Division 02-Site Work TigardlMetzger Meeting House Allah• • finished grade. Install remaining lateral lines with minimum of 12 inches of cover based on finish grade. N. 3. Install pipe and wires under driveways or parking areas in specified sleeves 18 inches minimum below finish grade or as shown on Drawings. 4. Locate no sprinkler head closer than 12 inches from building foundation. Heads immediately adjacent to mowstrips,walks,or curbs shall be one inch below top of mowstrip,walk, or curb and have one inch minimum clearance between head and mowstrip,walk,or curb. • 5. Drawings show arrangement of piping. Should local conditions necessitate pp rearrangement,obtain approval of Architect before proceeding with work. i fall 6. Cut plastic pipe square. Remove burrs at cut ends prior to installation sc .•., unobstructed flow will result. 7. Make solvent weld joints in th3 following manner - a. Do not make solvent weld joints if ambient temperature is below 40 deg • w F. • b. Clean mating pipe and fitting with clean,dry cloth and apply one coat of P- . 70 primer to each. c. Apply uniform coat of 711 solvent to outside of pipe. • • • d. Apply solvent to fitting in a similar manner. e. Re-apply light coat of solvent to pipe and quickly insert into fitting. i" 1. Give pipe or fitting a quarter turn to insure even distribution of solvent and , ` make sure pipe is inserted to full depth of fitting socket. 1` g. Hold in position for 15 seconds minimum or long enough to secure joint. `' tr. h. Wipe off solvent appearing at outer shoulder off itting. •' I. Do not use excessive amount of solvent thereby t;ausing obstruction to r form on inside of pipe. .•,1 f'' j. Allow joints to set at least 24 hours before applying pressure to PVC '. '. i pipe. 8. Tape threaded connections with teflon tape. 9. If pipe is larger than 2 inches, install concrete thrusi blocks wherever change of ;• _ direction occurs on PVC main pressure lines, unless otherwise detailed on Drawings. E. Control Valves& Controller- • 1. Install controller, control wires, and valves in accordance with Manufacturer's "°. y recommendations and according to electrical code. ,...• 2. Install valves, except King Automatic Drains, in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. Do not install r more than two valves in a single box. lid 3. Set valve boxes over valve so all parts of valve can be reached for service. Set cover of valve box even with finish grade. Place 6 inches minimum of gravel below r valve for drainage. Maintain 4 inches minimum between bottom of valve and top TI"^ of gravel. Valve box shall be reasonably free from dirt and debris. LI. Install 3/4 inch brass ball drain valve in valve box on downstream side of automatic valves if lateral line slopes toward valve box. p.' F. Backflow Preventer - p.•. 1. Install 24 inches minimum from structures or hardscaping. . 2. When installed adjacent to structure, mount test cocks on side away from • structure. 3. After installation remove handles and turn over to Owner. G. Sprinkler Heads - •• 1. Prior to installation of sprinkler heads, open control valves and use full head of water to flush out system. ,-r 2. Set sprinkler heads and quick-coupling valves perpendicular to finish g w Page 24 - 1/15/93 - — e•Ruff•Stark Architects • -*, Win''.: ..._.. .. iii . . • L , . .. . „„..i ,, . . , ,,,,. . ' n Po I i. a Tigard/Metzger Meetin se Division 02-Site work r 3. Set lawn sprinkler heads adjacent to existing waiks,curbs, and other paved areas • to grade. 3.3 Field Quality Control: • A. Flushing&Testing - 1. Test pressure lines at line pressure and make certain there are no leaks before backfilling. Notify Architect prior to testing. Plit B. Maintenance Service, Winterizing - Li 1. Drain entire system at end of first watering season following installation. 2. Have Custodian assist and train him in winterizing procedure. '7 3.4 A'.justment & Cleaning: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it fop 1; without appreciable harm. Such lowering or raising of heads shall be part of original �, contract with no additional cost to Owner. B. Adjust sprinkler heads for proper distribution and trim so spray does not fall on building. w �,,. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.5 Demonstration: ""` A. After system Is installed and approved, instruct Building Custodian in complete operation "e+ and maintenance. END OF SECTION k...: g2_921 SOIL PREPARATION & SOIL MIXES GENERAL - PART I 0„ 1.1 Summary: A. Includes But Not Limited To , 1. Furnish and apply top dressing of humus material as described in Contract , { Documents. B. Related Sections - 4 1. General Conditions and Division 01 apply to this Section. NI 2. Section 02 212 - Finish grading 1.2 Submittals: A. Samples - 1. Sample of humus material for approval prior to delivery to site. B. Quality Control - "" 1. Delivery slips indicating amount of humus material delivered to Project site. 1.3 Sequencing/Scheduling: s- A. Do not commence work of this Section until finish grading specified in Section 02 212 is completed. PRODUCTS - PART II ( el 2.1 Material: A. Humus Material- moo 1. Canadian Sphagnum Peat Moss, "Nutri Mulch", "Soil Pep", or nitrogen stabilized ,_ organic amendment (not sawdust), or garden care compost by North American soils: Portland, Oregon. EXECUTION - PART III 3.1 Preparation: A. Protection - I/ 1. Take care in performing work of this Section to avoid conditions which will create hazards. Post signs or barriers as required. 2. Provide adequate means for protectior from damage through excessive erosion, • k flooding, heavy rains, etc Repair or replace damaged areas. '""' 3.2 Application: 1 Lee" u ' tarT l�rchltect9 -- 05/91, Page 25 f i �,9i�%T,14,::;,..-1 4 k ,Yy�r� • i • w i aw Division 02-Site Work TigardiMetzer MeetingHouse ge, 0. l A. Tolerances- . r 1. Fin:sh grade of lawn areas prior to planting shall be- a. Sodded Areas - 2 inches below top of adjacent pavement of any kind "' tii b. Seeded Areas - One inch below top of adjacent pavement of any kind . i ' End of Section 02 933 LAWN SEEDING . ,.. I' ;' GENERAL - PART I w ;R 1.1 Summary: ilik A. Includes But Ic Not Limited To- R, 1. Furnish and install seeded lawn as described in Contract Documents. 4. B. Related Sections - •� 1. General Conditions and Division 01 apply to this Section. 1.2 Sequencing/Scheduling: . P*' A. Do not commence work of this Section until work of Sections 02 212, 02 811, and 02 921 - r has been completed and approved. ` "' 'gip; PRODUCTS - PART II ;i ^.1 Seed: lit A. ., A. 1. 65% Fine Perennial Rye(4 varieties min.) 2. 30%Kentucky Blue Grass(3 varieties min.)3. 5%Hard Fescue (1 variety) .4! . B. Purchase seeds which bear this season's certification of weight, purity, and germination from reputable seed company. (* 2.2 Fertilizer: a i A. Commercial 16-16-16. •• . 2.3 Top Dressing: A Cellulose wood fiber. (Fiber shall be dyed green if lawn is hydro-seeded). B Peat moss C. Clean, seed free, salt hay D. Threshed straw of wheat, rye,oats or barley SAW EXECUTION - PART III 3.1 Preparation: A. Protection - `f 1 . Take care and preparation in work to avoid conditions which will create hazards. 0. Post signs or barriers as required. . .fr,,f. ' 2. Provide adequate means for protection from damage througi' excessive erosion, - flooding, heavy rains, etc. Repair or replace damaged areas. t B. Site Preparation- R, 1. Loosen area 4 inches deep, dampen thoroughly, and cultivate to properly break up clods and lumps. • 2. After cultivation, rake area to remove clods, rocks, weeds, roots, and debris. Perform grading and shaping refinements to bring surface to true uniform planes ill • r free from irregularities and to provide drainage and proper slope to catch basins. ? 3. Just prior to seeding, fertilize lawn areas with specified material at 15 lbs per 1000 . sq ft. Pi 4. After lawn areas have been fertilized, take no heavy objects over them except lawn rollers. f 5. After preparation of lawn areas and with top soilinsemi-dry condition, roll lawn ., : oplanting areas in two directions at approximately right angles with water ballast roller weighing 100 to 300 lbs according to soil type. • age 3 Leo•fluff•Stork Architects rf , ,, , • i. Division 02-Site Work Tirgard/Metzger Meeting House O roll 6. Rake or scarify and cut or fill irregularities that develop as required and again roil until area is trueand uniform,free from lumps,depressions,and irregularities. ".' 3.2 Installation: • A. Tolerances• 1. Final grade of soil after seeding of lawn areas is complete shall be one inch below w- top of adjacent pavement of any kind. , B. Seeding - 1. After lawn areas are graded, sow seed with adequate equipment at time when little or no wind is blowing seed at rate of 10 lbs. per 1000 sq.ft.. C. Top Dressing- 40 1. After seeding, rake or broom seed in gently and roll area to firm in seed. After , rolling, cover area evenly with top dressing of peat moss at rate of two 4 cu ft bales 00• per 1000 sq ft of area or a light layer of straw/hay mulch at a rate of 1 to 2 tons per ' acre. D. After Top Dressing - 1. Thoroughly water seeded areas. Reseed areas that do not show prompt germinationatl 5 day intervals until an acceptable stand of grass is assured. 3.3 Cleaning: A. Upon completion of planting operation, remove debris, superfluous materials, and equipment from site. 3.5 Protection: • A. Protect seeded areas against traffic or other use immediately after seeding is completed .. n; placing adequate warning signs and harric3des. END OF SECTION 02 934 LAWN SODDING GENERAL - PART I 1.1 Summary: A. Includes But Is Not Limited To- • 1. Furnish and install sodded lawn as described in Contract Documents. B. Related Sections- • j `-- 1. General Conditions and Division 01 ,apply to this Section. 1.2 Delivery, Storage, & Handling: A. Cut arid lift sod by approved methods. Cut sod in pieces approximately 3/4 to one inch 1 ..i thick. Roll or fold sod so it may be lifted and handled without breaking or tearing and without loss of soil. 1 "! B. Schedule deliveries to coincide with topsoil operations and laying. Keep storage at job .r site to minimum without causing delays. 1. Deliver, unload and store sod on pallets within 24 hours of being lifted. „a, 2. Do not deliver small, it regular or broken pieces of sod. 11 C. Storage - •-' 1. During Wet Weather- a. Allow sod to dry sufficiently to prevent tearing during lifting and handling. ~1 2. During Dry Weather- a. Protect sod from drying, water as necessary to insure its vitality and prevent excess loss of soil in handling. Sod which dries out will be rejected. 1.3 Sequencing/Scheduling: • r A Do no commence work of this Section until work of Sections 02 212, 02 811, and 02 921 �,-, has been completed and approved. i Lee•Ruff•Stark Architects T115193- Page 21 rt I •. Division 02-Site Work Tigard/Metzger Meeting House ii''' 41110 PRODUCTS - PART II . 2.1 Certified Sod: A. Inspect sod to- 1. Assure satisfactory genetic identity and purity. 0 2. Assure over-all high quality and freedom from noxious weeds or an excessive amount of other crop and weedy plants at time of harvest. 2.2 Fertilizer: ,If A. Commercial 16-16-16. EXECUTION - PART III . ' 3.1 Preparation: u A. Protection - 4< 1. Take care arid preparation in work to avoid conditions which will create hazards. Post signs or barriers as required. 2. Provide adequate means for protection from damage through excessive erosion, flooding, heavy rains, etc. Repair or replace damaged areas. 3. Keep site well drained and landscape excavations dry. F3. Site Preparation- 1 1, 1. Loosen area 4 inches deep, dampen thoroughly, and cultivate to properly break , ti up clods and lumps. 2. After cultivation, rake area to remove clods, rocks, weeds, roots, and debris. Perform grading and shaping refinements to bring surface to true uniform planes free from irregularities and to provide drainage and proper slope to catch basins. 3. Just prior to sodding fertilize lawn areas with specified material at 15 lbs per 1000 sq ft. 'y ,:. 4. After lawn areas have been fertilized, take no heavy objects over them except '— lawn rollers. 5. After preparation of lawn areas and with top soilinserni-dry condition, roll lawn M . planting areas in two directions at approximately right angles with water ballast roller weighing 100 to 300 lbs according to soil type. 6. Rake or scarify and cut or till irregularities that develop as required and again roll ... until area is trueand uniform, free from lumps, depressions, and irregularities. 3.2 Installation: A. Tolerances- 1. Final grade of soil after sodding of lawn areas is complete shall be one inch below ""t top of adjacent pavement of any kind. «. B. Lay sod during growing season. Sodding during dry summer period, at freezing temperatures, or over frozen soil is not acceptable. n,° C. Lay sod within 36 hours of being lifted iftim D. Lay sod in rows with joints staggered. Butt sections closely wrihout overlapping or leaving gaps between sections. Cut out irregular or thin sections with a sharp knife. O,„ E. After sodding has been completed, roll horizontal surface areas in two directions perpendicular to each other. F. Repair and re-roll areas with depressions, lumps,or other irregularities. G Heavy rolling to correct irregularities in grate will not be permitted. h.,' H Water sodded areas immediately after sod laying to obtain moisture pr netration through sod into top 4 inches of topsoil. I. Replace damaged areas at no additional cost to Owner. r J. Do not sod slopes steeper than 3:1. Consult with Architect for alternate treatment. •. 3.3 Field Quality Control: A. Final Acceptance- 1. Sodded areas will he accepted at final inspection if- "• a. Sodded areas are properly established. ��• b. Sod is free of bare and dead spots and without weeds. c. No surface soil is visible when grass has been cut to height of 2 inches. ' «N Page 28 - MS/93 Lee•Ruff•Stark Architects ,. J . ,. „., , . , • • . J I . • •1 . • OP 1:4"b Tigard/Metzger Meetin�House Division 02-Site Work • r,, d. Sodded areas have been mowed a minimum of two times. 2. Areas sodded after November 1st will be accepted the following spring (May 1st) .—' approximately one month after start of growing season if specified conditions .M, have been met. 3.4 Cleaning: A. Immediately clean up any soil or debris spilled onto pavement and dispose of all deleterious materials. 3.5 Protection: A. Protect sodded areas against traffic or other use immediately after sodding is completed by placing adequate warning signs and barricades. gr B. Provide adequate protection of sodded areas against trespassing, erosion, and damage of any kind. Remove this protection after sodded areas have been accepted by Architect. END OF SECTION •G 02 950 TREES,_ PLANTS, & GROUND COVER .. GENERAL - PART I 1.1 Summary: , A. Includes But Not Limited To - 1 . Furnish and install landscaping plants as described in Contract Documents. B. Related Sections- 1 i. . General Conditions and Division 01 apply to this Section. 1.2 Submittals: ... A. Samples- 1. Sample of top dressing mulch for&approval prior to delivery to site. '•*' B. Operations& Maintenance Manual Data - 1. See Section 01 730, 2. Written instructions on maintenance requirements for final 60 days of 90 day . guarantee period not covered by maintenance period specified in Section 02 970. 1.3 Warranty: A Guarantee furnished shrubs, trees, ground covers, and vines to live and remainin healthy condition for 90days minimum from date landscape installation is accepted as complete. PRODUCTS - PART II 2.1 Plant Materials: A. Conform to requirements of Plant List and Key on Drawings and to "Horticultural Standards"of American Association of Nurserymen as to kind, size, age, etc. B. Nomenclature Plant names used in Plant List conformto "Standardized Plant Names"by American Joint Committeeon Hortk iltural Nomenclature except in cases not covered. In these instances, follow custom or iursery trade. Plants shall bear a tag showing the genus, species, arid variety of at leaL' 10% of each species delivered to site. C. Quality - ' 1, Plants shall be sound, healthy vigorous. free from plant disease, insect pests or their eggs, noxious weeds, and have healthy, normal rcot systems. Container stock shall be well established and free of excessive root-bound conditions. 2. Do not prune plants or top trees prior to delivery. 3. Plant materials shall be subject to approval by Architects to size, health, quality, and character. 4. Bare root trees are not acceptable. D. Measurements- Lee•Ruff•Stark Architects .037§3- Page b i . , Y<i -........ ..+fie, . 1R' .A... .... 1,:. Division 02-Site Work _ Tigard/Metzger Meeting House • ., 1. Measure height and spread of specimen plant materials with branches in their normal position as indicated on Drawings or Plant List. a. Measurement should be average of plant, not greatest diameter. For , i i• ,, example, plant measuring 15 inches in widest direction and 9 inches in , k narrowest would be classified as 12 inch stock • • L ' b. Plants properly trimmed and transplanted should measure same in every }w" direction. f"' . 2. Measure caliper of trees 6 inches above surface of ground. r "r 3. Where caliper or other dimensions of plant materials are omitted from Plant List, 4`. plant materials shall be normal stock for type listed. • 4. Plant material: larger than those specified may be supplied with approval of L' . Architect- a. If complying in all other respects. b. If at no additional cost to Owner. ,o. C. If sizes of roots or balls are increased prornrtionately. 5. Shape and Form- a. Plant materials shall be symmetrical or typical for variety and species and conform to measurements specified in Plant List. ,•!*,, b. Well grown material will generally have height equal to or greater than spread. However, spread shall not be less than 2/3 heigil. 6. Provide plant materials from an approved, certified, and licensed nursery. 2.2 Planting Mix: A. Mixture of three parts good topsoil and one part rotted composted manure. ,.• ; 2.3 Planting Tablets: A. 21 gram Agriform(20-10-5). 2.4 Tree Stakes: A. 2" x 2"x 8'0" Fir or 2 inch diameter 8 foot long Lodgepole Pine stakes, 2.5 Tree Staking Ties: 1 , , f A. 16 ga wire with new rubber hose or strap to protect tree. I 2.6 Tree Wrap: • A. Corrugated plastic or cardboard with plastic coating , . 2.7 Tree Rase Protection: A. Tree Boot t B. Arbor Guard C. Equal as approved by Architect prior to bidding. See Section 01 630. 4 2.8 Pre-emergent Herbicide: �, dirt A. Elanco XL B. Ronstar C. Surlier' 2.9 Bark or Wood Top Dressing Mulch: A. "Walk-on-Bark" Fir bark medium grind. EXECUTION - PART III 3.1 Examination: .y A. Before proceeding with work, check and verify dimensions and quantities. Report variations between Drawings and site to Architect before proceeding with work of this Section. "'' B. Plant totals are for convenience of Contractor only and are not guaranteed. Verify amounts shown on Drawings. C. All planting indicated on Drawings is required unless indicated otherwise. 3.2 Preparation: I 41 A. Protection - 1. Take care and preparation in work to avoid conditions which will create hazards. Post signs or barriers as required. 1 .t age 30 - 1/15/93 Lee"fluff•Stark Architects o... ,....1 r . . . . . . . . ,,, . i 4,.. n • .°',, Wmr$9 a" ,. • . 4t ' �'Ikt°' p'n"1��°" B!. `` ' .,.' , ' y y'y it"t40,•11*''''t% * ' y. Tigard/Metzger Meeting House Division 02-Site Work 4,7( 2. Provide adequate means for protection from damage through excessive erosion, flooding, heavy rans, etc. Repair or replace damaged areas. ., 3.3 Installation: 'A r A. Do not plant trees and shrubs until major crnstruction operations are completed. , 4' F, B. Layout- �` 1. Layout individual tree and shrub locations and areas for multiple plantings. Stake 3 locations and outline areas. Secure Architect's acceptance before planting. Make *o minor adjustments as may be requested. C. Excavation- I 1. If underground construction work or obstructions are encountered in excavation of tree holes, Architect will select alternate locations. 2. Excavation Size • "` 00,1 a. Plant plants delivered in 5 gal cans in holes at least 2 feet in diameter. b. Plant plants delivered in one gallon cans in holes 12 inches in diameter. ger c. Plant trees, both balled and boxed, in holes at least two times greater in diameter than ball of earth. I d. Depth - - ) 1) Holes for shrubs shall be deep enough to allow 6 inches minimum of topsoil beneath root ball. • 2) Holes for trees shall be 1-1/2 times as deep as height of root ball but never less than 12 inches deeper than bottom of root ball. 3. Roughen sides and bottoms of excavations. ..I 4. After hole is excavated to proper depth, fill with good, tamped topsoil sufficient to • • bring plant to proper elevation after watering and :ettlina. 5. In heavy clay soils or where hard pan exists, auger 8 inch hole 6 feat deep or through hard pan Fill bottom half of hole with crushed rock and top half with r" amended topsoil. *ea D. Planting - 1. Prior to planting, fill hole with water and verify that we:9r drains away within two . I hours so there will be no drainage problem after tree or shrub is planted. Inform Architect in writing if water does not drain properly. Do not plant trees or shrubs in holes that do not properly drain. r,l 2. Plant immediately after removing plant from co;,i finer. • • a. Remove wire basket, wood box, plastic, 1 vine, burlap, and other binders +.k from around root ball. Lay back or cut oft top 1/3 of binder from around root ball. """ b. Remove box bottoms before positioning plant in hole. After plant is �� partially planted, remove remainder of box without injuring root ball. 3. Place trees and shrubs in holes so after watering and settling and in relation to .--1 finished grade. plant shall be approximately one inch higher than natural grade before being transplanted. "' 4. Properly cut off broken or frayed roots. 5. Center plant in hole and backfill with specified planting mix makingring of mounded soil around hole's perimeter to form watering basin. .. 6. Add planting tablets in plant pit as follows- a. One Gallon Shrub - 1 tablet b. 5 Gallon Shrub/Tree - 3 tablets c. 15 Gallon Tree - 4 tablets d. 24 inch Box Tree - 6 Tablets , 7. Settle by firming and watering to bring ball down to proper level, just slightly higher than surroundingsoil. - - 8. Do not use muddy soil for backfilling. 9. Make adjustments in positions of plants as directed by Architect. 10. Thoroughly water trees and shrubs immediately after planting. Lea'Fluff•Stark Architects 1/15/93 Page 3131 .i.. is .....1 j. J41k �i$,�4° , • ;fi4 �rt�, "., •h 'PO ,� .'' ,� .6, } " + 0,0.1�.II , I1 YY Division 02-Site Work Tigard/Metzger Meeting House 11. At base of each tree, le we 24 inch diameter circle free or any grass. ;,a,, 0 E. Supports for New Trees- I 1 . In planting, include placement of adequate support for 'rees noted on Drawingsto be staked. 2. Support shall consist of at least two tree stakes driven •Ito hole base before • backfill so roots are not damaged. limy 3. Place stakes vertically and run parallel to tree trunk. Remove nursery stakes attached to tree. 4. Place tree ties 6 to 12 inches beloN crotch of main tree canopy. Second set of tree ties may be required 18 to �>4 inches above finish grade, if directed by me Architect. ,., 5. Remove tops of tree stakes 6 inches below main tree canopy to prevent damage to tree branches and canopy growth. 016. Support for 24 inch box and larger trees shall be guyed as indicated on Drawings. .. F. Tree Wrap- 1. Wrap new deciduous tree trunks promptly after planting and prior to staking. 2. Apply material in 6 to 10 inch wide strips spirally from ground line to second • finished branches. 3. Wrapping shall be neat and snug, and material held in place by suitable non- plastic cord. P.' G. Tree Base Protection - 7 1. Install tree base protection on trees located in turf areas to prevent damage to ( : tree from line trimmers and lawn mowers. H. \.'nes- 1 . Remove from stakes, untie, and securely fasten to wall or fence next to which they are planted. t' " I. Ground Covers - ' 1. Container-grown unless otherwise specified on Drawings. Space evenly to .. produce a uniform effect, staggered in rows and intervals shown. I' F , J. Post Planting Weed Control - r-, • 1;.' 1 . Apply specified pre-emergent herbicide to shrub and ground cover planting '•..1 a areas after completion of planting. 2. Planting areas shall he free of existing weed growth prior to application of ism herbicide. ?. 3. Apply herbicide in accordance with Manufacturer's recommendations. I'' K. Mulching • - • 1. After ar;,lication of herbicide, mulch shrub and ground cover planting areas with 2 "- inch deep layer of specified top dressing mulch. OM., 2. Place top dressing mulch to uniform depth and rake to neat finished appearance. END OF SECTION •* . 02 970LANDSCAPE MAINTENANCE ,o ' GENERAL - PART I ' 1.1 Summery: c w f A. ;ncludes But Not Limited To - 1. Provide maintenance for landscaping as described in Contract Documents. „- B. Rented Sections - 1. General Conditions and Division 01 apply to this Section. '"" 1.2 Maintenance: F Page 32 - 1/15193 Lee•Ruff•Stark Architects 4 1 ' i l' . l' +i•J ' t - •I i . . . . .,_,...,., ,.,. 7. . 1 ISM Tigard/Metzger Meeting House Division 02-Site Work '' A. General- 1. Maintain landscaping from completion of landscape installation to 30 days after ,..."1 Substantial Completion. 't a. If Substantial Completion occurs between October 1st L.xi April 1st, then maintenance period and plant guarantee period shall extend to May 1st. b. Lawn which does not live and has to be replaced shall be guaranteed and maintained an additional 30 days from date of replacement. 2. Replace landscaping that is dead or appears dead as directed by Architect at end of maintenance period. Make replacements within 10 days of notification. 3. Provide at least one gardener on site for one hour per day on at least every other day during maintenance period. B. Seeded Lawn - e." 1. Seeded lawn areas will not be accepted as complete and 30 day maintenance period will not begin until uniform stand of grass at least 3 inches tall has been p obtained. 2. After grass is established and 3 inches tall, mow lawn areas at leastweekly to a height of 2 inches. During this period, perform work necessary to maintain a full, even stand of grass. 3. At end of 30 days of maintenance period, fertilize lawns with 16-16-8 at rate recommended by Fertilizer Manufacturer. 4. Apply weed killers as necessary in order to obtain weed free lawn. C. Sodded Lawn - .,, 1. Maintain sodded lawn areas until lawn complies with specified requirements and throughout maintenance period. 2. Water sodded areas in sufficient quantities and at required frequency to maintain sub-soil immediately under sod continuously moist 3 to 4 inches deep. 3. Cut grass first time when it reaches 3 inches high. Continue to mow at least once each week throughout maintenance period. Remove clippings. 4. Apply weed killer when broadleaf weeds start developing in competition with grass. Apply weed killer in accordance with manufacturer's instructions during calm weather when air temperature is above 50 degF. 5. At end of 30 days maintenance period, fertilize lawns with 16-16-8 at rate recommended by Fertilizer Manufacturer. D. Trees, Shrubs, & Plants- 1. Maintain by pruning, ciltivating, and weeding as required for healthy growth. • 2. Restore planting basin 3. Tighten and repair stake and gu, supports and resettrees and shrubs to proper • grades or vertical positions as required. 4. Spray as required to keep trees and shrubs free of insects and disease. 5. Provide supplemental water by hand as needed in addition to water from sprinkling system. END OF SECTION Zee•Buff•Stark Architects — 1/15193- Page-S3 L .....I . ,.„:„.,,,,:. a 1 1 I ' Division 02-Slte Work Tigard/Metzger Meeting House 1 1 BLANK PAGE ' ' r.. I 1111 4111111. 1 ,w , I • • . I t. 1 Page 34 • 11151 3 Lee•Ruff•Stark A chTt`ect , I t L..._,...... ...I . , . .t 1 • ' • i � A f , . 1 _F } r i • Division 03 TlpardlMetzger Meeting House ' Y. 0 ..411.'''''''''': pIVISION 03 - CObCRETE ' 003 100 CONCRETE FORMWORK r� 03 110 CAST-IN-PLACE CONCRETE FORMWORK , d ;1 200 CONCRETE REINFORCEMENT "" • . 03 210 CONCRETE REINFORCING STEEL i, • 03 252 ANCHORS AND INSERTS 1 t 03 300 CAST-IN-PLACE CONCRETE • .1 1 t • , 03 313 NORMAL WEIGHT STRUCTURAL CONCRETE 7 03 370 CONCRETE CURING ' 03 371 CONCRETE CURING COMPOUNDS 03 800 GROUT �., 03 603 NON-METALLIC GROUT • ' f • `M 1 , I • 4 • j • lee• u tar c rcfiitects —1/15/91-Pape 1 f • IImo ,1•` •, •�„�,,,,-,.,_....._... -.r.atfnxc coal u..e., ',.,.. .:. ..,...,.,+-.. a ...,,_...:.. .....w+• ... .. .. ,... .'•vi. EraW"� r • 1 - •IN, . �, ..,r.,,,•, _,•u,4 d,,0 ?'T A '"i '' i',,.4• aS y/f t J }' � :,+fir .�y i':• ( ,gw . t,, q i A •• • 7 • n ., . tai ! ' • I Tigartlng dIMetzger MeeHouse Division 03• CNK PAGE t Ykr! 1 ',".?..4.7 E .... .. ,,,,,.,:,;.,. t '9:4 11 v 4 ^a ir • I: 4 `� Ynu, I, ,• um . s '44 r 0, ' l';:.• n t TIMI Page 2• 1115/93 —Lie• Ruff•Stark Architects RrM T �ard/Metzgei•Meeting House _ Division 03-Concrete '"' lama CAST-IN-PLACE CONCRETE FORMWORK ":; 0 GENERAL - PART 1.1 Summary: A. Includes But Not Limited To- 3 1. Design,construction,and safety of formwork. 2. Furnish and install required formwork ready for placing of concrete. �;, 3. Strip and dispose of formwork. B. Related Sections- 1 k 1. General Conditions and Division 01 apply to this Section. `r" PRODUCTS - PART II 01 2.1 Forms: +1 A. Wood, metal, or plastic as arranged by Contractor. Forming material shall be compatible „._, with finish requirements for concrete to be left exposed or to receive decorative finish. B. Release agents used shall be compatible with finish requirements. .+i 2.2 Cold Joint Forms: A. Burke Keyed Kold Joint by The Burke Company, San Mateo,CA B. "Keyed Kold Joint" by Keykold Inc, Belmont, CA C. Equal as approved by Architect prior to bidding. See Section 01 630 2.3 Screeds: A. Burke adjustable screed supports by The Burke Company, San Mateo, CA B. "Treform"precast concrete screed rail by The Burke Company, San Mateo, CA ' ""' C. "Pemiaban"Screed Rail by Permaban North America Inc, Matthews,NC D. Equal as approved by Architect prior to bidding. See Section 01 630. i EXECUTION - PART Ill ..- 3.1 Installation: , A. Fors- ( M°' 1. Conform to shape, lines, and dimensions called foron Drawings aid concrete • tolerances specified in Section 03 313. 2. Be sufficiently tight to prevent leakage. 3. Be properly braced and tied. 4. Provide temporary cleanouts at base of tall forms to far'sfitate cleaning and i inspection. I 5. Make proper form adjustments before, during, and after concreting. i '.- . 6. Unless new, clean forms of loose concrete and other debris from previous 1 concreting and repair to proper condition. f I B. Accessories- 1. Provide for installation of inserts, templates, fastening devices, arid other , . accessories to be set in concreteprior to placing. a. Position anchor bolts for hold-down anchors and columns and securely ''''"" , tie in place prior to placing concrete. s C. Curing Time- • 1. Removal of forms can usually be accomplished in 12to 24 hours. If temperature is below CO deg F or if concrete (stairs, beams, etc) depends onforms for structural support, leave forms intact for sufficient period for concrete to reach adequate strength. I END OF SECTION p, , 03 210 CONCRETE _REINFORCING STEEL GENERAL - PART I Lee•Ruff•Stark Architects 1 Page'T L j - - i r .. , • u 'iG:orJ+iriww�w.. ..w.. .." ,-i.rr,. e. _.r.. �. . -.- . , • ' r". i ty . w. Division 03-ConcreteTigard/Metzger Meeting House 5, 1.1 Summary: 1. A. Includes But Not Limited To- 1. Furnishing, bending, and installing reinforcing as described in Contract : .., Documents. B. Related Sections - j 1. General Conditions and Division 01 apply to this Section. 1.2 References: A. ASTM A 615-90, "Standard Specification for Deformed & Plain Billet-Steel Bars for Concrete Reinforcement" ' � , 1.3 Submittals: A. Shop Drawings - ' 1. See Section 01 340. i' ''.4 B. Provide rill certificate upon Architect's request. r t, 1.4 Delivery, Storage, & Handling: OMR.A. Reinforcing steel shall be free of rust, scale, or other coating at time of delivery and '`. placing. B. Deliver bars separated by size and tagged with manufacturer's heat or test identification x number. ii ' .. C. Properly protect rebar on site after delivery. r, PRODUCTS - PART II 2.1 Material: "°" A. Reinforcing Steel - • 1. Rebars shall have grade identification marks and conform to ASTM A 615. r i: ya. Grade 60 minimum, except dowels which are to be field bent Grade 40 minimum. � b. Bars shall be deformed type. ` c. Bars shall be free of rust, scale, or other bond-reducing coatings. '" B. Rebar Spacing Blocks- f` • ' 1. Approved Types& Manufactrliers- t; a. Single cover block with wi•a by Frank Co, Humbolt,TX "". ` '; b. Equal as approved by Architect prior to bidding. See Section 01 630. ,` . 2.2 Fabrication: P `' A. Fabricate reinforcing steel according to "ACI Detailing Manual," 1988 edition, and details ••, ?,,:' • on Drawings. ' i EXECUTION - PART III woo 3.1 Installation: w- A. Tolerances- 1. Provide following minimum concrete cover for reinforcement (ACI 318-83, Section 7.7)- Li `` a. Concrete cast against and permanently exposed to earth C. 1) Exterior Slabs on Grade(where shown) - 2 inches ee• 2) Interior Slabs on Grade - 2 inches 4,,, A. 3) Sections other than Slabs - 3 inches b. Concrete Exposed to Earth or Weather- .�. 1) #6&Larger Bars - 2 inches ' < . 2) #5& Smaller Bars - 1-1/2 inches. '""' B. Bend bars cold. •`` lot C. Accurately place and support with chairs, bar supports, spacers, or hangers as r 5/93 recommended byACI Detailin Manual," 1988 edition, exceptslab on grade work. ,; Support bars in slabson grade and footings with rebar spacer blocks or plain concrete ., 1 blocks(no wood or wire) to maintain specified concrete cover. - t`` • D. Dowel vertical reinforcement for columns or walls out cf footing or structure below with L rebar of same size and spacing required above. E. Securely anchor and tie reinforcing bs-s and dowels prior to placing concrete. r Page 2 - 1H -Lee.Ruff•Stark Architects ww. l', ' ',:, 'I 1 ii • : r htn Or sirs l TigardlMetzger Meeting House Division 03-Concrete ,W F. Avoid splices of reinforcing bars at points of maximum stress. Lap bars 40 bar diameters ' ' minimum. Stagger laps in horz. wall reinforcing 6'-0"minimum. G. Steel reinforcing bars shall run continuous through coldjoints. ,t,,! `^' H. Tack welding of reinforcing not permitted. I. Install 2'-O" x 2'-0" corner bars to match horz. reinforcing in walls at all corners and -- intersections, unless shown otherwise on drawings. • J. Lap bars at intersecting footings 2'-0"minimum. END OF SECTION as 03 252 ANCHORS & INSERTS GENERAL - PART I 411111, 1.1 Summary: A. Products Furnished But Not Installed Under This Section- , 1. Concrete anchors and inserts not specified elsewhere. B. Related Sections 1. General Conditions and Division 01 apply to this Section. 2. Section 03 313 - Installation 3. Division 05 - Quality of anchor bolts 1.2 Submlttals: A. Product Data- `r 1. Submit Manufacturer's product literature and installation recommendations for ,-,•r each item. PRODUCTS - PART II . . ,- 2.1 Approved Manufacturers: .°'v A. The Burke Company, San Mateo, GA - B. Dayton Superior Corp, Miamisburg, OH I C. Gateway Engineering Company,Chicago, IL D. Richmond Screw Anchor Company Inc, Fort Worth,TX EXECUTION - PART III 3.1 Installation: A. Space supports as required to prevent sagging of rebar. B. Install according to Manufacturer's instructions. , END OF SECTION Q 313 NORMAL WEIGHT__STRUCTURAL CONCRETE FY GENERAL - PART 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install Project concrete work as described in Contract Documents. a. 4000 psi concrete - Exterior, above grade concrete exposed to weather. b. 3000 psi concrete • Concrete not seecified elsewhere. 2. Quality of concrete used on Project but furnished under other Sections. B. Products Installed But Not Furnished Under This Section - -. 1. Inserts, bolts, boxes, templates, and fastening devices for other work, including i • those for bases only for Mechanical and Eleciricnl. 2. Concrete accessories. Lee•Ruff•Stark Architects ---7716/93- rage 3 fel l 5fa�'fF ` ',''''.':" ...I 1,' M ;,, I,, y, ,r ,;:, W N k p 1 • fir, 14 n . .-- ... .rte ' • � o...... ..�.....,...�...�.....�,}�•!(Va:}iWH.JAl�.rvMt...�y ,1Y,''d4:.M few.:,.• •,..•.:.. .. ... • 0. LrL. Division 03-Concrete Tiffd/Metzger Meeting House • C. Related Sections - 1. General Conditions and Division 01 apply to this Section. • 2. Division 02 - Poured-in-place retaining walls ' • 3. Division 02 - Poured-in-place concrete site elements 4. Division 02 - Granular base course, sand,and laminated vapor barrier under slabs 5. Division 04 - Furnishing and installing of masonry columnsandbond beams • confinedin hollow masonry units unless arranged differently by Contractor. • - 6. Divisions 15& 16 - Furnishing and installing of mechanical and electrical devices including boxes, conduits, pipes, hangers, inserts, and other work to be1,, • •1 embedded in concrete work priorto placing unless arranged differently by Contractor. 7. Furnishing of items to be embedded in concrete specified in Section involved. 1.2 References: 1 A. ASTM C 33-90, Specification for Concrete Aggregates" .11111 B. ASTM C 94-90, "Specification for Ready-Mixed Concrete" • C. ASTM C 150-89, "Specification for Portland Cement" P. D. ASTM C 260-86, "Specification for Air-Entraining Admixtur3s for Concrete" • 1.3 Submittals: • A. Shop Drawings- }--• 1. Show dimensioned locations of anchor bolts f.•r hold-down anchors and columns. "� B. Quality Control- 1. Delivery Tickets - Require mix plant to furnish delivery ticket for each batch of • concrete. Keep delivery tickets at lob-site for use of Owner or his -, • representatives. Tickets shall show following- a. Name of ready-mix batch plant b. Serial number c. Date and truck number �._. d. Name of Contractor e. Name and location of job f. Specific class or designation of concrete in conformance with that M„ employed in job specification g. Amount of concrete "" • h. Time loaded ,•", i. Type, name, and amount of admixtures used j. Amount and type of cement ,.., k. Total water content I. Water added by receiver of concrete with his initials "'"• 1.4 Project/Site Conditions: A. Environmental Requirements • 1,•. 1 . Cold weather concreting procedures - ., a. No frozen materials shall be used. b. Forms, reinforcerient, and fillers shall be free from frost. Place no concrete on frozen ground. c. For temperatures below 40 deg F, maintain concrete at between 60 and e` BO deg F when placing, and 50 deg F minimum for five days if regular concrete, or at 50 deg F to:three days if high early strength concrete, or r • longer if determined n.c..essary by Architect. .w d Housing, covering, or other protection shall remain in place for 24 hours after heat is discontinued. e. Use of calcium chloride is forbidden. 2. Hot weather concreting procedures a Maximum concrete temperature allowed is 90 deg F in hot weather. 0.,•4• h. Cool aggregate and subgrades by sprinkling. • ..., • FageT :t Lee•Ruff•Stark Architects 1," `, a i c t , "H.s..w.. .. ,. ,nr It:0!! ,} 9.',4.?A'44hMky+ . Y' y�:ay. 16x0,:r.,mova"am..., • Sit f.'. '. "�.. � • I TigardNletzger Meeting House _ )lvisloe 03-Concrete ;a c. Avoid cement over 140 deg F. d. Use cold mixing water. 1,5 Sequencing & Scheduling: • A. To allow Architect's verification of grades, notify Architect seven days minimum prior to placing- 1. Foundation wails. 2. Building slabs. PRODUCTS - PART II 2.1 Materials:ili A. Portland Cement - < 1. Meet requirements of ASTM C 150, Type___I_,_. i B. Coarse Aggregates 1. Meet requirements of ASTM C 33 or nonconforming aggregatewhich by test or " actual service produces concrete of required strength and conforms to local ..., governing cedes. ''-, 2. Aggregate shall be uniformly graded as follows- ' iolwila. Flat Work - Size #67 (3/4 inch to #4 or 3/4 maximum to 1/4 inch • minimum). b. All Other - Size#57(One inch maximum to 1/4 inch minimum). C. Fine Aggregates - 1. Meet requirements of ASTM C 33. D. Water- 1. Clear and apparently clean. E. Admixi les - 1. Except for air entraining agents specified below,use of admixtures is forbidden r,, without written approval of Owner. 1 e a. Do not use calcium chloride or fly ash and related materials. F. Air Entraining Agents 1. Meet requirements of ASTM C 260-136, except those ':ontaining chlorides may "" not be used. i All ij 2.2 Mixes: A. Mixer- 1. Approved AGC Type or ready-mix equipment conforming to requirements of i Eli ASTM C 94. B. Mixing of Concrete- 1. Mix a minimum of one minute • t . , 2. Increase mixing time 15 seconds for,sach additional yard of concrete or fraction 1 thereof in excess of one cubic yard. 3. Addition of Water to Concrete - f earl a. Avoid use of excessive water. If water is added at Project site, do not f exceed specified slump and run mixer for 30 revolutions at eight to twelve RPM. C. Proportions . ` 1. 3000 psi Concrete - t' 1! a. Minimumweight cement per cu yd concrete - 517 lbs b. Air Entrainment (plus or minus 1/2 percent) - 3 percent '" c. Slump - 4-1/2 inches maximum, ' ,.4 2. 4000 psi Concrete - • a. Minimum weight cement per cu yd concrete - 587 lbs b. Air Entrainment (plus or minus one percent) - 6 percent c. Slump 4 inches maximum. EXECUTION - PART III 3.1 Preparation: I • Lee•Ruff•Stark Architects - 1/15193- page 5 <,` k° issj '.i 1 • F." I, o , ,h } 1 t4 %Mti Tigard/Metzger Meeting House 4 Division ai-Concreter A. Inserts, bolts, boxes, templates, pipes, conduits, and other accessories required by • Divisions 15& 16 shall be installed and inspected prior to placing. B. Install inserts, bolts, boxes,installed as es, plpes,an of worduits, and k of this Section.raccessories anchorubotts for �� under other Sections to be p hold-down anchors and columns securely to reinforcing steel. t^ C. Remove water from excavations prior to placing concrete. ; , 3.2 Installation: ift.i A. Tolerances- 1 1. ACI Standards shall govern concrete work except where specified differently. r.,. 2. Variation from plumb- a. 0 to 10 feet - 1/4"maximum • b. 20 feet or more - 3/8"maximum 3. Variation in thickness - 1/4"to 1/2" standard, 5%for footings 4. Variation in grade- a. 0 to 10 feet - 1/4" standard, 1/8"for floor slabs ; b. 10 to 20 feet - 3/8"standard, 1/4"for floor slabs c. 40 feet or more 3/4" standard, 3/8"for floor slabs .11 5. Variation in plan- a, Oto 20 feel • 1/2" , b. 40 feet or more - 3/4" standard, plus 1/2"for footings. II 6. Variation in eccentricity - 2%for footings 7. Variation in openings a. Size - plus 1/8" b. Location - 1/4" ' 1 8. Variation in stairs&landings- a. Consecutive steps - 11 1) Treads - 1/8" 2) Risers 1/16" l b. Flight of stair 1) Treads - 1/4" , 2) Risers - 1/8" B. Placing- ' 1. Place as soon after mixing as possible. IL 2. Deposit as nearly as possible in final position. 3. Do not use contaminated, deteriorated, or retempered concrete. 4. Placing of concrete shall be continuous until a panel or section is complete. 5. Placing Rate- it a. In order to avoid overloading of forms and ties, observe following rate of filling per hour for various air temperatures - Temperature Rate of Fill Per Hour 40 deg F 2 `` 50 deg F 3 c 60 deg F 4' 70 deg F 6. Thoroughly work in concrete around reinforcing bars. '� 7. Do not embed aluminum in concrete. .0.04,8. Compact concrete in forms by vibrating and other means where required. 9. Avoid accumulation of hardened concrete. `' 10. Locate construction joints where shown on Drawings to least impair strength of completed structure. Construction joints in foundation walls shall not occur within 6 feet of corner and shall be keyed. �., C. Bonding Fresh and Hardened Concrete - 1. Retighten forms. RA2. Roughen surfaces. „,, Page 5 - 1/15/93 - Lee•Ruff•Stark Architects wil r , .a.".n.n.�-,.. , . u ` - . I \ ✓ • A J ,. • Tigard/Metzger Meeting House Division 03-Concrete 3. Clean off foreign matter and laitance. 1 4 Wet but do not saturate. 5. P'""sh with neat cement grout. . ., 6. i ;eed with placing new concrete. D. Sper ' -yuirements - 1. rootings - • a. Bear 12 inches minimum into undisturbed earth or on mechanically compacted engineered fill. Step footings at ratio of 1-1/2 horizontal to One vertical unless detailed etnerwise. Exterior wail footing shall ! i bear 18 minimum below finish grades. . I b. Level finish footing top and leave rough. '� c. Where joints are required, bulkhead, key horizontally, and dowel with two ,, #5 rebars, 4 feet long. • 2. Foundations&Walls- a. Leave steel projecting where required for floor tie. 3. Exterior Slabs- a. Dusting with cement not permitted b. For continuous placing, saw cut groove one inch deep at 20 foot spaced grid before shrinkage occurs. 4. Equipment Bases- . a. Coordinate with appropriate Sections for locations and dimensions. 5. Anchor Bolts- "' a. Place anchor bolts not tied to reinforcing steel immediately following leveling of concrete. Reconsolidate concrete around bolt immediately after placing bolt. Do not disturb bolts during finishing process. E. Finishing 1. Rough - a. Top of footings. • 2. Rubbed Finish - "- a. Exposed inundation walls. 1) Immediately after removing forms, remove joints, marks, bellies, projections, loose materials,and cut back metal ties from surfaces . to be exposed. 2) Point up voids with cement mortar, 1:2 mix, andrub exposed ' surface with carborundum to smooth, even surface. 3. Steel Trowel Finishes- a. Interior(latwork. 1) Float and steel trowel interior slabs after concrete has set enough to avoid bringing water and finesto surface. ' 2) If power troweling is used, get approval of finish from Architect. 4 Broom Finishes- a. Exterior flatwork. 1) Broom finish exterior slabs. 2) Round edges including edges formed by expansion joints. 3) Remove edger marks. F. Curing- 1. Keep concrete moist seven days minimum for regular concrete and three days for • , high early strength. 2. See Section 03 370 for curing compounds. • 3.3 Protection: • A. Rainy Weather- - 1. Protect concrete which has not received its initial set to avoid excess water in mix. i i a END OF SECTION ;,''`` ', • • Lee•Ruff•Stark Architects 1/t 613- Page 7 , L "t' '` TWe • T ..n"'0.....M 1 4'* 41•Ag., Ii .4.411# lois� Ay { � 14. ,101,0.%,„,1,.*, ..4* ' ,.: , . A-6:F 4 ,,, f --� 1..,:_.^,..,... .«+r. ,r.�:.e.,aar..:wwew,.0114';rre,� ,I.PIWP.YM,41 NK' r.1.^Mgti,4..a 1 ......^. _.... ^ ^..... t 111) i Fy Division 03-Concrete Tigard/Metzrge Meetir►.,i louse i 4 03 371 COr'CRET,E CURING-COMP.1NDS " GENERAL - PART I t • 1.1 Summary: i ,, A. Includes But Not Limited To• ND 1. Furnish and apply curing compounds as described in Contract Documents. ' B. Related Sections- 1. General Conditions and Division 01 apply to this Section. i ill 1 1.2 Submittals: 4.,,, A. Quality Control- i 1. Submit Manufacturer's product data and installation instructions. t"" o; PRODUCTS - PART II "'" • 2.1 Material: A. Sodium silicate based compound providing waterproofing, curing, hardening, „-- dustproofing, and sealing of substrate. ' 1. Solids content of 30 percent minimum. "" • 2.2 Approved Manufacturers: A. Anco Cure& Hord by Curecrete ChemicalCo, Springville, UT B. Cenco Seal 301 by Century Concrete Chemicals, West Jordan, UT e,.- C. Seal Hard by L& M Construction Chemicals Inc, Omaha, NE D. RadCon 7 by Radcon Marketing Inc,Phoenix, AZ E. 1125 Silicate Cure by The Burke Company, San Mateo, CA F. Sonosil by Sonnebora Building Products, Minneapolis, MN EXECUTION - PART III .. • 3.1 Application: n, A. Apply in accordance with Manufacturer's instructions to interior and exterior slabs and --. flatwork. END OF SECTION cch,! lid ' • i. i ,, . C 03 03 NON-METALLIC GROUT GENERAL - PART I .,. 1.1 Summary: ,� A. Includes But Not Limited To- 1. Furnish and install grout for securing anchor bolts and hardware in concrete and S; in masonry as described in Contract Documents. '; ` B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 1.2 References: .0: , A. ASTM C 1107-89a, "Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)" PRODUCTS - PART III 4. 2.1 Material: A. Commercial nonshrink grout conforming to requirements of Corps of Engineers CRDC- I 621-91 and ASTM C 1107. , n Page 0- 1115193 Lee;fluff•Stark Architects ..4 .. .,NMv'..•r. yM�IM'Nr:PMW%iaYF eR1Nr r'.-.y. .. ......-.,.—",-,..---.—..-^,^.^^...-........... � . } 1 kk .g, it •f! ir1 M1A. " i •. .Iy*''. 'ww i A RT �`i � •'A1 a„ '��#0,101t14 Y7 1�1606Fi.l.l 1 4 4''' d :( 416. '71 5 "' 1" , ^ 1• *11040.4.4•104,,, 0,144,*;" M i r. t CC, Tlpard etetzger Meeting House Division 03•Concrete n 2.2 Approved Manufacturers: A. Bonsai B-6 Construction Grout by W R Bonsai Co, Charlotte, NC B. Duragrout by L&M Construction Chemicals Inc, Omaha, NE C. Halco Non-Shrink Grout by Minwax Construction Products Division, Montvale, NJ D. Masterflow 928 pre-mixed grout, by Master Builders Company Division of American , , Marietta Company,Cleveland,OH E. Sonogrout by Sonneborn Building Products, Minneapolis, MN F. Burke Non-Farrous, Nen-Shrink Grout by The Burke Company, San Mateo,CA , G. Sure-Grip High Performance Grout by Dayton Superior Corp,Miamisburg, OH w- H. Equal as approved by Architect prior to bidding. See Section 01 630. ,. END OF SECTION F 1 I �I Ja*a IyM�I CI—.VV 1 , , . • bW1 r 1 1 r., I j i M H , j Lee•Ruff•Star—Architects —1115193- age I • r ;j' �11 l 1 • F t� r ,.,,91,t,S t.flti ' ''' t,, '1,1*, ,r e 1y frft! f '!.4; t'i • • • Division 03-Concrete TlgardlMetzger Meeting House BLANK PACE r^ N r^ r • • • • a�a 1a X115193 -- Les•Ruff•Stark Architects • , .r r. „. . , 7C rR. 1 TIard/Metzger Meeting House Division 04-Masonry r— .1 , y ,s DIVISION 04 - MASONRY ,•,4 04 100 MORTAR & GROUT , •-., 04 101 CEMENT&LIME MORTARS 04 4 05 MASONRY GROUT ! I - 04- 150 MASONRY ACCESSORIES IF .,t 04 151 ANCHOR&TIE SYSTEMS 04 161 HORIZONTAL JOINT REINFORCING 04 162 MASONRY REINFORCING STEEL 04 175 PLASTIC WEEP VENTS 04 200 UNIT MASONRY d 04 211 BRICK UNIT MASONRY 04 220 CONCRETE UNIT MASONRY(Block) 04 400 STONE 04 402 STONE MEETINGHOUSE SIGN 1 t r r ii I I lI t. I Lee•Ruff•Stark krchitects 1115/93•Page 1 OOP •+ " 11• 1 t Cf, >" Y s'• s . . . . • . . „ . , . , . I I • • . . . , • . - • - . ' • ' • • / . • • . f ' a. .1rIP\,. . . r I ' ..' .‘ ' •' . , • . • 1 • . • .. $ r •. • . '.'. '1(71. • I. . . .• . . . . . , . , • . ..... ) .\ . . • '7'.1, . '''. .,, . . . . . • . t ,.. .. . . i D4.....0 Division O4•Masonry .. Tigard/PAet.,;er Meeting House , f i a • , . , ., BLANK PAGE '''"' •,• .,I • ' . i . ''.'::::,'•••. • i •••••• , •,,,J . i . • , 1...., 1,.. ....: 0.• I •••••• •i , • , ...... ' 1' • ••••• , f I . , • . . 1,... . . . ', ,.... .' .• .4... I..' , ...... 1 , 1 1^" i w••• i *••• •••• 8••••. '......• S I.- 0..... - 151i72- 1/15/§5 Lee•Riir7§ iGiFiiirCts ,..... . . I , ' 10104 I i 4 .4'1',..'.. .• • t.'-',Y, ' • .,, ' 1 ...',', •,',.,'!,* ,-.0*,,,,,,,,4,.• '.,:.i..14.;54,1-.Z. , ,,.,',,.:,',,,. ..-: $ 1 - • i • . . I . . ... .x..., ,4 ,q,0,,,,-..... ..... wMtrMi*F'Fr'w^b'q,.n....w•',i.'-".w�wr.+•'vw.v'....w+-�. ..rn vw.•..• ij . TigardlMetzger Meeting House Division 04-Masonry '`: L 04 101 CEMENT & LIME MORTARS 7 GENERAL - PART I i 1.1 Summary: A. Products Supplied But Not Installed Under This Section B. 1. Ties I r ""eneering masonry on frmaed walls. 1 . Related Sections 4 1. General Conditions and Division 01 apply to this Seciton. I 2. Section 04 200- Installation of ties and anchors. . .�; '1 PRODUCTS - PART II 2.1 COMPONENTS es A. Masonry To Stud Wall 1 Brick Ties •• '' a. 3/16"diameter x 3 long triangle, hot dip galvanized b. Quality Standards- 1) AA400 Flex-O-Lok Tie by AA Wire Products Co 2) D/A 213 by Dur-OWal Inc i 2. Anchors a. 12 galvanized 3/4"minimum x 6" minimum screw-on anchors. Use 2"#10 • '' corrosion resistant wood screws screwed through sheathing into wood studs to secure anchors. Use minimum of two screws per anchor,or more as recommended by Manufacturer. fl b. Quality Standard- • 1) AA401 CE by AA Wire Products Co • 2) D/A 213 by Dur-O-Wal Inc ! 3. Approved Manufacturers - • a. AA Wire Products Co, Chicago, IL b. Dur-O-Wal Inc, Arlington He'ghts, IL c. Heckman BUildiin Products Inc, Chicago, IL • d. Hohmann& Barnard Inc, Hauppauge, NY e. Masonry Reinforcing Corporation of America, Charlotte, NC f. National Wire Products Industries, Baltimore, MD g. Southern Construciton Products Inc, Birmingham, AL END OF SECTI.;N 44. 14.�.__1VIASONRY GR_I E GENERAL - PART I 1 I 1.1 Summary:I 11 -, A. Includes But Not Limited To - 1. Quality of masonry grout used on Project ' B. Related Sections - ; ;r 1. General Conditions and Division 01 apply to this Section. 1 mol 2. Section 04 200 - Furnish and install grout. 1.2 References: It A. ASTM C 150-89, "Specification for Portland Cement" ' „ B. ASTM C 207-79 (1988), "Specification for Hydrated Lime for Masonry Purposes" . C. ASTM C 404-87, "Specifications for Aggregates to; Masonry Grout" iLee•Ruff•Stark Architects 111B3-Pegs 1 k k. , .. • 4. -., 149FP.+ 1'nr coa f."kM'"', r 4P." ',r rwwm".-r. re xv rrc . 1� E. ._. , ...,,-,. ,. . TlgardlMetzger Meeting House Division 04-Masonry _ PRODUCTS - PART II r 2.1 Portland Cement: A. Meet requirements of ASTM C 150, Type_ _as necessary. t, 2.2 Hydrated Lime: A. Meet requirements of ASTM C 207, Type S. 1. No additives are allowed for air entrainment. 2.3 Aggregate: .',k< A. Meet requirements of ASTM C 404. Comply with following limits- +' 1. Grading Requirements - Amounts finer than each laboratory sieve (squares"' ,' openings), weight i : . Sieve Size Fine Aggregate Coarse Aggregate tTi •',+;: . ' 40 .1,•',`, 1/2" . . . 100 •S., .;.. ,' .., 3/8" 85 to 100 ^. .:? No. 4 100 10 to 30 No. 8 95 to 100 0 to 10 No. 16 60 to 100 0 to 5 No. 30 35 to 70 . . . .14.,' No. 50 1510 35 . . . .`: No. 100 2 to 15 . . . `,• r- 2.4 Mixes: " '., .., Type Fine Grout Coarse Grout • 1, Portland Cement - cu ft 1 1 .a Hydrated Lime - cu ft(optional) 1/10 1/10 Damp, Loose Sand - cu ft 2-1/4 to 3 2-1/4 to 3 t"', .< Pea Gravel - cu ft . . . 1 to 2 "" r Water - Only enough to give creamy pouring consistency. . 4. ,: Use a one cu ft box in measuring proportions fcr use in bond beams, lintels, and vertical cells 4" , r 4" minimum inside core size. 4 °0 , `4.1,, Minimum compressive strength of 2,000 PSI at 21 days. • .i r — j" ,r• END OF SECTION , >, 04 151 ANCHOR & TIE SYSTEMS , GENERAL - PART I ,-.. } 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Ties for veneering masonry on framed walls. • 2. Brick to brick ties. ",- 3. Dovetail anchors and slots for veneering masonry on poured-in-place concrete. , B. Related Sections- 1. General Conditions and Division 01 apply to this Section. ,—: 2. Section 04 200 - Installation of ties and anchors 3. Division 03 - Installation of dovetail slots '"'' PRODUCTS - PART II 2.1 Masonry to Stud Wall: OK A. Brick Ties 3/16"diameter x 3" long triangle hot dip galvanized •,., 1 . Quality Standard- a. AA400 Flex O Lok Tie by AA Wire Products Co• rte. 13. Anchors - 12 galvanized, 3/4" minimum x 6" minimum screw-on anchors. Use two 2" #10 corrosion resistant wood screws per anchor screwed through sheathing into wood stubs. 1 . Quality Standard- r 4. Page 2- 1/15/93 _ Lee•Ruff•Stark Architects R. f,r1�/-w w't"w. r .. ,-.-ww.-yr.IRwPwI•!vy{'41lAlAM'�'lI�w.+.+-ff • i` TigardIMotz�ar Mooting House Division 04-Masonry r- ,, r, a. AA401 C.E by AA Wire Products Co C. Seismic Clips - Use to connect brick ties to horizontal joint reinforcing wire in masonry 1 veneer over stud framing. • :v 1. Quality Standard- '� a. Seismiclip#187 by Hohmann&Barnard Inc r., D. Approved Manufacturers- �It 1. AA Wire Products Co,Chicago, IL al 2. Dur-O-Wal Inc, Arlington Heights, IL 3. Heckman Building Products Inc, Chicago, IL „ 4. Hohmann&Barnard Ir..:,Hauppauge, NY11111, 5. Masonry Reinforcing Corporation of America,Charlotte, NC qt 6. National Wire Products Industries,Baltimore,MD 1 7. Southern Construction Products Inc, Birmingham, AL 2.2 Masonry to Masonry Ties: , A. Construction Materials Division,Birmingham, AL P1. Type 501 'Z anchors B. Heckman Building Products, Chicago, IL 1. No. 250'Z' cavity tie 2"x6"x2" C. Equal as approved by Architect prior to bidding. %it 2.3 Dovetail Anchors: A. AA Wire Products Co,Chicago, IL 1. Anchor Slots - AA100 "y 2. Corrugated Anchors - AA202 16 gauge 3. Triangular Anchors - AA200 ',' B. Construction Materials Division, Birmingham, AL 1. Anchor Slots - 24 ga galvanized 2. Corrugated Anchors - 101 3-1/3", 16 gauge galvanized 3. Triangular Anchors - Dovetail Triangles C. Heckman Building Products, Chicago, IL 1. Anchor Slots - No. 100 24 gauge galvanized 2. Corrugated Anchors - No. 106 16 gauge galvanized 3. Triangular Anchors - No. 103 r; D. Equal as approved by Architect prior to bidding. See Section 01 630. 1 1 END OF SECTION y r 04 161 .HORIZONTAL.JOINT REINFORCING f ' GENERAL - PAR i i 1.1 Summary: 1 -- A. Product,' Furnished But Not Installed Under This Section- ,. 1. Horizontal joint reinforcing as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. i 2. Section 04 200 - Installation 1.2 References: 4 A. ASTM A 82-90a, "Specification for Steel Wire, Plain, for Concrete Reinforcement" 1.3 Delivery, Handling, & Storage: A. Tag with Manufacturer's name, wire size, and ASTM specification. PRODUCTS - PART II 2.1 Double or Single Wythe Masonry Walls: A. Reinforcing shall conform to ASTM A 82. Lee•Ruff•Stark Architects -1115/93 - Page T :5 r ' . ‘1'',' r i . ,,,,,,..,„ t,, • . , • , ... 1 :b, , . .., .,..„4„.. ,, ......0004mosi. ., r. J •- ,. napW r.- to„r,.,.q. p:re 1^1^r'rw•t...n .,,,,...._ _. . .... ....._ ...... . .. r.... TIIMaIITIOMTT B. Design- 1. Truss Type. C. Size- 1. 2 inches less than nominal thickness of wall. l., • D. Rod size- 1. Side rods - 9 gauge 2. Cross rods - 9 gauge(ulless noted otherwise) E. Corners& Tee Sections- 1. Prefabricated of material and design similar to main reinforcement. F. Approved Manufacturers- 1. AA Wire Products Co,Chicago, IL ”' 2. 3. 4. 5. 6. Carter-Waters Corporation, Kansas City, MO Dur-O Wal Inc, Arlington Heights, IL 0" Heckman Building Products Inc, Chicago, IL ..Hohmann Hohmann& Barnard Inc, Hauppauge, NY Masonry Reinforcing Corporat'on of America. Charlotte, NC k 7. National Wire Products Industries, Baltimore, MD 8. Southern Construction Products Inc, Birmingham, AL END OF SECTION f."`04 162 MASONRY REINFORCING STEEL L... GENERAL - PART I 1.1 Summary: r"- A. Products Furnished But Not Installeci Under Thi? Section - 1. Masonry reinforcing steel as described in Contract Documents. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Section 04 200 - Installation "r` 1.2 References: A. ASTM A 615••90, "Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcing" ' 104 1.3 Submittals: 41 A. Shop Drawings - `� 1. See Section 01 340. • B. Quality Control- 111 1 . Provide miil certificate upon Architect's request. �! 1.4 Delivery, Handling, & Storage: �1� A. :einforcing steel shall be free of rust, scale, or other bond seducing coating at time of yid r elivery and placing. B. eparate bars by size and tag with manufacturer's heat or test identification number. I. C. roperly protect rebar on site after delivery. r PRODUCTS ART II 2.1 Material: • A. Rebars shell have grade identification marks and meet requirements of ASTM A 615, "`" i Grade 4U minimum. .. 1 . All but No.2 bags shall be deformed type. 2.2 Fabrication: r"" A. Fabricate and bend reinforcing steel according to 1988 editionof "ACI Detailing Manual" and details on Drawings. 1 END OF SECTION is.,, Page 4 - 17f /93se• tar rc ects r• L' • • j LCtI✓Ir'......" ..w4w a.•sAM�IM+rr+rw+p.-.. —, _ .nwn0.....r+a A.,w w..,*VS,. Via• y .w4-#0N, r ' 3y Tigardl 1atzger Meeting House Division 04-Masonry •1 , v ;F r 1...., 04 175 PLASTIC WEEP VENTS GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section- 1. Plastic weepholes. B. Related Sections- • Mb 611 1. General Conditions and Division 01 apply to this Section. , 2. Section 04 200 - Installation 11 PRODUCTS - PAF,T II 2.1 Approved Manufacturers: 'lb A. AA223 Weepholes by AA Wire Products, Chicago, IL B. PVC Masonry Vents by Blok-Lok 0, •, C. D/A1005 Plastic Weepholes by Dur-O-Wal, Baltimore, MD D. #341 3/8 inch outside diameter weep by Hohann& Barnard, Haupauge, NY E. #999 Weep by National Wire Products Industries Inc, Baltimore, MD F. Plastic Weep#3200 by Wire-Bond, Charlotte, NC G. Equal as approved by Architect prior to bidding. See Section 01 630. END OF SECTION i� . Q4 211 BRICK UNIT MASONRY r?' GENERAL- - PART I , 1.1 Summary: j I A. Includes But Not Limited To- 1. Furnish and install brick and mortar as described in Contract Documents. i. B. Products Installed But Not Furnished Under This Section - 1. Section 04 150 - Masonry Accessories ` 2. Section 04 402 - Stone Meetinghouse Sign 3. Division 05 - Metal Lintels 4. Division 07 - Flexible Flashing C. Related Sections - lt 1. General Conditions and Division 01 apply to this Section. 2. Section 04 101 - Quality of mortar it lll 1.2 References: III A. ASTM C 216-90a. "Specification for Facing Brick (Solid Masonry Made from Clay or Shale)" 1.3 Submittal; : 1 A. Operations& Maintenance Manual Data - d 1. See Section 01 730. 2. Manufacturer's literature or cut sheet 3. Color and type selection 1.4 Quality Assurance: `" A. Mock-Ups- 1. 4 feet long x 3 feet high of proposed color range, texture, bond, mortar, reinforcing, anchors, and workmanship. Include mock-up framing or CMU backup to show wall construction to be used on Project, including anchors, reinforcing, M I etc. + ee ff•Stark Architects 1/16/91-Page 6 j .w qi,o �y • w. ' .. i, ., '*"1ir • r. . T t . . 4 .....i, , , ..... . .._., _________. .. . ..t. ..r 4 414 4. 0,.:: .3rc . , ' ''''P', ...t., ."'''.•.'",f.`"4",""#11ret, . ' Up TigardlMetzger Meeting House Division 04-Masonry I N• 2. Do not start work until Architect has accepted sample panel. '. 3. Use panel as standard of comparison for masonry work built of same material. 1.5 Project/Site Conditions: • A. Cold Weather Requirements- IK-' rr' 1. Cold weather, as referred to in this Section, is four hours below 40 deg F in a 24 hour period. 2. Do not lay masonry when temperature is below 40 deg F unless authorized by Architect. i 3. Keep materials free of ice and snow. 4. Heat water and sand 140 deg F maximum it temperature is below 40 deg F. r 5. Temperature of mortar shall be between 70 and 120 deg F when used. L.I /0 6. Heat masonry to 40 deg F when temperature is below 0 deg F. 7. Do not lay masonry on frozen material. '" • 1.6 Sequencing/Scheduling: , ... A. Coordination - 1. Coordinate work with other trades. 9"- 2. Make cuts proper size to accommodate work of other trades. 3. Verify rough-in dimensions for items to be built intowalls. " PRODUCTS - PART II , 2.1 Material: r— A. Brick- 1. 2-1/4"x 7-1/2" x 3-5/8" modular brick. 2. 7-1/2"x 7-1/2"x 3-5/8"-"8 x 8"accent brick r 3. Meet requirements of ASTM C 216, Grade MW,Type FBX. • a. Rating for efflorescence shall be "Not Effloresced". '"` b. Exposed faces shall be finished and have less than 5% chippage and have crack-free appearance when viewed from 15 feet away. 4. Brick shall be cleanable using standard method specified in Section 04 000 when ,.- using specified mortar. 5. Approved Manufacturers &Types- a. "8 x 8" accent brick: color/finish by Interstate Brick of West Jordan, Utah. trii b. Modular Brick: color/finish by Interstate Brick of West Jordan, Utah. • M B. Mortar- 1. Use Type "S" mortar for brick veneer and Type "S" mortar for other masonry, as 4' specified in Section 04 101. , 2.2 Source Quality Control: A. Brick for Project shall be fired in same run. B. Brick shall be true to size and shape. C. No warped brick permitted. EXECUTION - PART III N 3.1 Installation: 1 A. Step back unfinished work for joining with new work. Use toothing only with Architect's , i approval. I B. Cut openings for electrical devices using cover plates no larger than can be covered by itstanderd size plate. Replace unit masonry in which larger than necessary openings are- cut. Do not patch openings with mortar or other material. 14 C. Layout - 1. Running bond except where noted otherwise. Select brick so there is uniform 'M!' distribution of hues. 2. Use solid brick where brick coursing would otherwise show cores. �, Joints- '' 1. Do not tool until mortar has taken initial set. 1 2. Tool concave. When tooling joints, squeeze mortar back into joint. E. Weep Vents - ol> Lee•Ruff•Stark Architects / Page 6 - 1/15/93 �� r ii 1 t ,. , r 40 to, wattio4 inn':, , �e r I.A. Tigard/Metzger Meeting House Division 04-Masonry 1. Install at 48 inches on center maximum. 2. Place washed gravel between masonry and sheathing, 6 inches high and 6 '4° , 3 inches to each side, at each weep vent. F. Reinforcing - 1. Reinforcing shall be free of material that may destroy bond. 2. Anchor&Tie Systems a. Install as detailed with maximum spacing of 16 inches vertically and '',H,,, horizontally. i G. Laying I 1. Use mortar within two hours of initial mixing. Discard mortar that has begun to set. III 2. Wet each brick to saturation. Lay brick when surface is dry. Brick absorbtion • when laid should notexceed 0.025 oz/sq inch maximum. 3. Shove brick into place in full mortar bed, do notlay. J4. Completely fill horizontal and vertical joints. Do not furrow bed joints. 5. Strike back side joints on brick flush. Do not allow mortar build-up in cavity between brick veneer and stud wall sheathing. 3 H. Tolerances- 1. Brickwork shah i-,e true to vertical and horizontal planes within 1/8 inch in 10 feet, non-cumulative. f7ecess brickwork where indicated. ^ 2. Maintain 3/8 inch :, Irter joints throughout. , ....J 3.2 Cleaning: A. Point holes in joints. Fill and tool properly. 0 B. After mortar has hardened, wet brick and clean with solution of 10% muriatic acid or Surekleen #600 by ProSoCo Inc. Do not use acid on white brick. Use a stiff fibered brush for application. C. Leave masonry clean,free of mortar daubs, and with tight mortar joints. • D. Rinse masonry surfaces with water imr�edi�:tely after cleaning. E. Remove and replace defective material at Architect's direction and at no cost to Owner. F. Clean up masonry debris and remove from site. 3.3 Protection: ' IT LI A. Protect masonry with cover during rainy weather. B. Maintain temperature around masonry at 40 deg F minimum for 48 hrs. END OF SECTION inl J 04 220 ` CONCRETE UNIT MA$ONRY_(BloCI) GENFrML - PART I . 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install concrete unit masonry, mortar, grout, and bond beams as ‘ described in Contract Documents. ' 2. Furnish and install anchor bolts as described in Contract')ocuments. B. Related Sections •' 1. General Conditions and Division 01 apply to this Section. 2. Division 05 - Quality of anchor bolts 1.2 References: A. ASTM C 90-90, "Specificationfor Hollow Load-Bearing Concrete Masonrylinits" B. ASTM C 331-89, "Specification for Lightweight Aggregates for Concrete Me:onry Units" . Lee•Ruff•Stark Architects - ege 4 ., ,,,,v,-. ''..' .i' .,:' j, ,, , _,,,, 44,i'' '''im.-;,','', .0' - 4; .4-, ' °- ''' 44000106010001100 f • Division"w-Masonry Tigard/Metzger Meeting House 1.3 Delivery, Storage, & Handling: A. Product block from moisture and keep dry prior to laying. B. Place no units directly on ground while being stored. f C. Dry out units which fail to meet moisture content limitation during storage on job and do not lay until tests prove them satisfactory. 1.4 Project/Site Conditions: . r' A. Cold Weather Requirements- 1. Cold weather, as referred to in this Section, is four hours below 40 deg F in a 24 hour period. I 2. Do not lay masonry when temperature is below 40 deg .- unless authorized by7 11111. Architect. i—w • 3. Keep materials free of ice and snow. • 4. Heat water and sand 140 deg F maximum if temperature is below 40 deg F. rte^ . -. 5. Temperature of mortar shall be between 70 and 120 deg F when used. La A s 6. Heat hollow masonry units to 40 deg F when temperatureis below 18 deg F. • 7• . Do not lay masonry on frozen material. PRODUCTS - PART II 2.1 Material: A. Concrete Unit Masonry- 1. Meet requirements. of ASTM C 90, Grade N-1 Lightweight, Type I, weight classification 85 lb/cu ft or greater. Aggregates shall be lightweight conformingto ,_ ASTM C• 331. 2. Re-crushed masonry units shall not be used as aggregate. 3. Use special shapes as required. . • 4. Uniform color and texture with unbrokenedges. ..... B. Mortar- 1. Use Type "S" mortar as specified in Section 04 100. EXECUTION - PART III ..- 3.1 Installation: A. Step back unfinished work for joining with new work. Use toothing only with Architect's •-R approval. B. Layout - 1. Running bond except where indicated otherwise. 0- C. Laying- 1. Hollow masonry units shall be laid dry. w- 2. Align cells or cavities to preserve an unobstructed cavity for grouting. 3. Full bedding required on both webs and face shell under first course. Other courses need only face shell bedding except where bedding is needed to ,,„„ • _ control the flow ofgrout. 4. Use mortar within two hours of initial mixing Discard mortar that has begun to set. ,.. D. Joints- 1. Approximately 3/8 inch widei"-' i 2. Tool concave. Fill completely except where indicated differently. 3. Do not tool until mortar has taken initial set. " E. Reinforcing - i„.. 1 . Reinforcing shall be free of material that may destroybond. 2. Joint Reinforcing - •0 a Provide joint reinforcing 16 inches on centervertically in masonry walls to L., coincide with brick and block coursing unless noted otherwise. b. Lap splices and intersections a minimum of 6 inches. 3. Masonry Reinforcing Steel - a. Place steel as shown on Drawings. L. b. Hold vertical reinforcing in place every 32 inches. c Splice 40 bar diameters minimum. e • Page 8 - 1/15193 — —Loo•Ruff•Stark Architects . i .,.� ..�... ,. .__. ,.., . .._. kk _ . 1 rte+ Tigard/Metzger Meeting House Division 04-Masonry . . •di - rillj' d. Place reinforcing and dowels be,ore pouring grout. e. Dowel vertical reinforcing bars cut of structure below with bars of same size and spacing. f. Place special vertical bars of same size as normal vertical reinforcement at corners and jambs of openings. r., F. Grouting - 1. Fully grout cells containing reinforcing bars in 4 foot lifts. "' 2. Consolidate grout by means of a mechanical vibrator. Do not use cell reinforcing , to rod grout. 3. Before loss of plasticity, mechanically reconsolidate grout. ' 10 ... 3.2 Cleaning: A. Point holes in joints. Fill and tool properly. B. After mortar has hardened, wet block and clean with solution of 10% muriatic acid or "Surekleen"#600 by ProSoCo Inc. Use stiff fibered brush for application. ... C. Leave masonry clean,nee of mortar daubs,and with tight mortar joints. _.. D. Rinse masonry surfaces with water immediately after cleaning. E. Remove and replace def,lcti ie material at Architect's direction and at no cost to Owner. F. Clean up masonry debris and remove from site. 3.3 Protection: , A. Protect masonry with cover during rainy weather. B. Cover workat end of each work day with tarpaulins if temperatureis 25 to 40 deg F. If temperatue.' i.� below 25 deg F, protectwith heaters. Maintain temperature around masonry tc 40 deg F minimum for 48 hrs if Type I,24 hrs if Type III,or longer if required. END OF SECTION 04 402 STONE MEETINGHOUSE SIGN GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section- 1. Stone logo and vistors welcome sign. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 04 211 - Installation 1.2 Submittals: A. Shop Drawings, Samples - - 1. Submit shop drawings and stone sample in accordance with Section 01 340. Shop drawings shall show details of attachment system. 1.3 Delivery, Storage, & Handling: A. Check, carefully unload, and deliver material to site in such a manner as to avoid soiling, damaging, or snipping. • .. B. Store material on planks clear of ground and protect from damage,dirt, or disfigurement. PRODUCTS - PART II 2.1 Materials: A. General- 1. Texture and color variation shall be within limits established by Architect's approved sample. 2. Free of defects that would materially impair strength,durability, and appearance. B. Stone - i 1. Ve'mont Royal Denby Marble -• Lee•Ruff•Stark Architects 1/15/93 - Page 9 • ,.:. j I -3i$tfI'1 .w�W . l ,. ..nre n. .r.w am'rx21"w,x[�w.m. a ' tt t I Division A4-Masonry Tlc and Metzger Meeting House 2. Georgia Cherokee Marble ,, C. Finish , h "^ 1. Marble - 80 grit honed Finish 2.2 Manufacturers: • .' A. Georgia Marble Co, Nelson, GA (800)334-0122 or(404)735-2591 Contact Don Farmer L B. Hans Monument Co, Salt Lake City, UT (801)484-1594 Contact Hans Huettlinger ',r C. Vermont Marble Co, Proctor, VT (800) 451-4468 ext 147 or (802) 459-3311 ext 153 • Contact Charles Preston ``' t 2.3 Fabrication: A. Fabricate sign to match control sample provided by Owner to approved manufacturers. ` e Owner will also provide film positive mylar master to approved manufacturers. B. Sign Size- 1. 36-3/8" high x 47-5/8" wide x 1-1/4"thick. C. Average Lettering Depth - ..' 1. Large Letters - 1/2 inch;CHURCH, JESUS,CHRIST, LATTER-DAY, SAINTS 2. Medium Letters - 7/16 inch; VISITORS,WELCOME 3. Small Letters - 5/16 inch;THE,OF, OF i : D. Lettering Color- s 1. Lithichrome custom color mix of four parts by volume Grey Marble Shadow to one part by volume of Hilite. 2. Spray on one coat of medium coverage. Do not apply so heavy that paint runs. 1 . ,,,, 3. Approved Manufacturers ; a. Cleveland Lithichrome Co, Ft Scott, KS b. Granite City Tool Co Inc, St Cloud, MN E. Edge dress sign face edges with 45 degree bevel at least 3/16 inch wide. . j, F. Pre-drill holes for metal mounting fasteners. EXECUTION - PART III I 3.1 Adjusting, Cleaning: A. After sign installation is completed, clean using non-metallic fiber brushes and clean water. I B. Provide protection for stone meetinghouse sign from acid masonry wash and other damaging materials until final acceptance. END OF SECTION I I 1 �Y, } 41, r V. 1 f i I 4' age ., 93 Leo•Ruff•Stark Architects II . . i ,i 1!;'::',..'f:,,‘ Tlgard/Metzger Meeting House 'Million05•Metals QIVISION 05 - METALS ill 05 030 METAL FINISHES '.: ,l, I 05 031 PRIMING 05 050 METAL FASTENING ,-1 05 051 BOLTING 05 057 WELDINGr.... it sae 05 100 STRUCTURAL METAL FRAMING 05 120 STRUCTURAL STEEL - C5 500 METAL FABRICATIONS 05 521 HANDRAILS&RAILINGS '`` 05 555 METAL BRACKETS — 05 561 WALL NOOKS • - 05 563 GLU-LAM CONNECTIONS 05 700 ORNAMENTAL METAL 05 705 SPACE CLOTH ,1 05 715 PREFABRICATED SPIRAL STAIRS I I( , ) 41 y . y;.y tt, S 0.. Lee•fluff•Stark Architects 1115193• Page 1 } Y,rI Y/ ppp >; r"---------------------------------"------------11 F., , . Division 05-Metals TIgard/Metzger Meeting iiouse t-- BLANK PAGE 111 , '..• I , , 1 1 3 , , I I . I . I 'ft , , lire171713741— —Te— I e. Ruff•Stark Arailicts 1 _I 1 "fit.-,.. •,7wi plasve "ae.,, -° " owiiiimpittromirvipt "urvoix i "" ►r ' ic4 :a l .. TlgardlMetzger Meeting House Division 05-Metals 4. 05 031 PRIMIN. GENERAL - PART I "pt , L 1.1 Summary: A. Includes But Not Limited To 1. Quality of priming applied to structural steel as described in Contract Documents. P. Related Sections- 1. General Conditions and Division 01 apply to this Section. ;% 2. Division 09 - Finish painting 1.2 Submittals: MP A. Product Data& Samples- 1. Submit product data and samples if requested by Architect. PRODUCTS - PART II 2.1 Primer: �' A. Plain Iron or Steel- 1. Conform to Fed Spec TT-P-645A except primer on unexposed surface may be fabricator's standard shop coat. B. Repair of welded or damaged areas on galvanized ,natal- 1. ZRC Cold Galvanizing Compound by ZRC Chemical Products Co, Quincy, MA EXECUTION - PART III 3.1 Application: A. Except where encased in concrete, thoroughly clean structural steel and give one prime coat of specified material,well-worked into metal joints and open spaces. 1. Do not apply primer at temperatures below 45 deg F. . 2. Protect machine-finished surfaces against corrosion. 3. Clean welds, grind serious abrasions,and apply field primer or zinc-rich coating as required. END OF SECTION 05 GI. BOLTING GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Quality of structural bolts used on Project. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Furnishing and installing of bolts specified in Section concerned. 1.2 Submittals: A. Quality Control Submittals- 1. Submit design data, certificates, Manufacturer's instructions, and Manufacturer's • field reports. 2. Submit copies of factory tests required by ASTM Standard to Architect before erection becir..,. 1.3 Delivery, Storagc, u Handling: A. Maintain bolts on jobsite so lot numbers identified in test submittals are verifiable. PRODUCTS - PART II 2.1 Bolts & Threaded Fasteners: A. Anchor Bolts - ee•Ruff•Stark Architects 1115193- Page 1 I .., • $" ««.7.,.,...". Ti ard/Metz rMaetl House �1' "i Division 05-Metals _ g ' 1 ` . I 1. Non-headed type meeting requirements of ASTM A 307-89, "Specification for ;, Carbon Steel Bolts and Studs 60,000 psi Tensile Strength", Grade A, unless otherwise specified. B. All Other Bolts- " 1. Conform with requirements of ASTM A 307-89, "Specification for Carbon Steel ' Bolts and Studs 60,000 psi Tensile Strength", Grade A. END OF SECTION , 05 057 WELDING. f GENERAL - PART I 1.1 Summary: '"" ... A. Includes But Not Limited To- 1. Criteria for metal-to-metal connections to be welded as described in Contract ,' Documents. ' B. Related Sections - l t 1. General Conditions and Division 01 apply to this Section. 2. Performance of welding specified in Section concerned. I i 1.2 Submittals: A. Quality Control Submittals- .1 Maintain welder's certifications on job-site. I 1.3 Quality Assurance: A. Welding shall meet requirements of- 1. AWS D1.1-80 Structural Welding Code- Steel Gas , 2. AWS D1.3-78 Specifications for welding sheet steel in structures. dd PRODUCTS - PART II I 2.1 Arc-Welding Electrodes: A. Type E70XX AWS Iron and Steel Arc-welding electrodes and meeting current AISC I , Specifications. EXECUTION - PART III 3.1 Erection: A. Minimum weld sizes, unless detailed otherwise - 1. Weld pipe columns to base plates and top plates with 1/4 inch fillet weld all N, around. r. to . 2. Weld gl"' 'im connection side plates to base plates with 1/4 inch fillet weld all ' along outside edges. ' 3. Weld stiffeners to pipe columns with 1/4 inch fillet weld all around. - END OF SECTION , I 05 .12Q ST iNeTURAL... E1- GENERAL - PART I ' Summary: A. Includes But Not Limited To - "' 1 Furnish and install structural steel, except lintels and relieving angles, as 1 11 described in Contract Documents. ± B. Products Furnished But Not Installed Under This Section `__ 1. Lintels and relieving angles C. Related Sections - • "rage 2 - 1/15/93 eeTAuff•Stark Archltia .,. • ' } "-----""—"w"—llgMjillW.' v a �.ww tr-w•urs -mow Y r. Division 05-Motels Tlgerd/Metzger Meeting House — 44. r • 1. General Conditions and Division 01 apply to this Section. 2. Division 04 - Installation of lintels and relieving angles. • 1.2 References: ,' A. ASTM A 36-90, "Specification for Structural Steel" 0 B. ASTM A 53-90a, "Standard Specification for Pipe, Steel, Black and Hot Dipped, Zinc Coated,Welded and Seamless" • C. ASTM A 500-90, "Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes 1� 1.3 Submittals: ,,t A. Shop Drawings- 1. See Section 01 340. PRODUCTS - PART II ,� i 2.1 Material: s A. Lintels, Relieving Angles, & Miscellaneous- •1. Meet requirements of ASTM A 36. C. Structural Tubing - 31 1. Shaped Structural Tubing shall meet requirements of ASTM A 500, GradeB. 2.2 Fabrication: ,, A. AISC "Specification for Design, Fabrication, and Erection of Structural Steel for Building" as amended to date shall serve as minimum standard. , B. Lintels& Relieving Angles- 1. After tabrication and prior to shop priming, hot-dip galvanize lintels and relieving angles to be installed in exterior walls. C. Shop prime structural steel. EXECUTION - PART Its ,'�� ' 3.1 Erection: i ,,',44, A. AISC "Specification for Design, Fabrication, and Erection of Structural Steel for Builniing" " '!'��ar, as amended to date shall serve as minimum standard Erection includes setting, aligning, and bracing as necessary. END OF SECTION 05 521 HANDRAILS & RAILINGS GENERAL - PART I 1.1 Summary: I `, A. Inclines But Not Limited To - 1. Furnish and install exterior handrails as described in Contract Documents. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. ' 2. Division 09 - Finish Painting 3. Division 10 - Grab bars 1.2 References: A ASTM A 53-90a, "Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated • Welded and Seamless" B. ASTM A 501-89, "Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing" 1.3 Submittals: 0 A. Shop Drawings- 1. See Section 01 34G. PRODUCTS - PART II 2.1 Material: > igi� • to rc tec s +(. 4 • r r___ . .. . 1 Division 05-Metals Tigard/Metzger Meeting House A. Handrails& Balusters 1. 1-1/2 inch outside diameter galvanized steel pipe, meeting requirements of ASTM A 53 or galvanized steel tuning meeting requirements of ASTM A 501. B. Intermediate Rails- 1• 1-1/2 inch galuanized steel bar, meeting ASTM requirements ;' C. Pipe Sleeves • 1. 2 inch diameter by 6 to 9 inches long galvanized steel pipe, meeting requirements of ASTM A 53 or galvanized steel tubing meetinc requirements of ASTM A 501. D. Rail Setting Mastic IN - 1. Super Por-Rok by Hallemite Manufacturing Co, Mc. ;vale, NJ 2. Burke Stone by The Burke Co, San Mateo, CA 3. Equal as approved by Architect prior to bidding. See Section 01 630. — 2.2 Accessories: r A. Supply necessary wall brackets and mounting hardware compatible with railing material to provide secure installation. B. Railing Vertical Supports- 1. Galvanized tube steel, meeting ASTM requirements. 2.3 Fabrication: A. General- 1. Grind smooth welded joints and buff welds to same appearance as remainder of railing. 2. Shop prime after fabrication steel to be finish painted ' . r B. Exterior Handrails- 1 1. Cap pipe ends. 21 END OF SECTION ,t 05 555 METAL BRACKETS _. ? GENERAL - PART I ,r + 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Metal brackets necessary to support vanities in Rest Rooms and Mother's Room. 1 B. Related Sections i 1 General Conditions and Division 01 apply to this Section. I 2. Division 06 - Installation 1.2 Submittals: of A. Shop Drawings- 1. See Section 01 340. PRODUCTS - PART II 2.1 Steel: A. F' Non magnetic stainless steel. 2.2 Fabrication: A. Fabricate as detailed. B. Grind exposed welds smooth and polish to match non-welded metal finish. END OF SECTION 95 551 _ WALLJI.QQK$ "" 4110 Page 4 1/15/93 Lei. u tarArchitects 1 ;.. f w , y t 4r� . • ..--»-.yam«.,« • �y �y ,11„ti, lig) 17 .6, `' �anUMetzger Meeting House Division 05-Metals �� GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section- 1. Wall hooks in Cultural Center. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - 'nstallation 3. Division 09 - Painting 1 PRODUCTS - PART II 2.1 Wall Hooks: es A. Bright zinc plated, wire size 4, 3 7/t►inches total length. .'; END Or SECTION ';' ' I , Q5 563 GLU-LAM CONNECTIONS GENERAL - PART 1.1 Summary: A. Products Furnished But Not Installed Under This Section- 1. Glu-lam connections to be welded to metal . t, i ' B. Related Sections- - 1. General Conditions and Division 01 apply to this Section. L 2. Division 06 - Installation 1.2 References: a `f A. ASTM A 36-90, "Specification for Structural Steel" , 1.3 Submittals: A. Shop Drawings- 1. See Section 01 340. • `4 PRODUCTS - PART II ' i alii 2.1 Steel: A. Meet requirements of ASTM A 36. END OF SECTION J, 05 705 SPACE CLOTH GENERAL - PART I 1 .1 Summary "w 1 A. Includes But Not Limited To - 1. Furnish and Install ornamental space cloth cloth in Contract Documents. + 2. Furnish and install space cloth frame& mounting brackets as described in , B. Contract Documents. ` Related Sections - s 1. General Conditions and Division 01 apply to this Section. • 2. Division 06-Wood framing& blocking for installation. 3. Division 07 Metal fascia and soffit system. 1 .2 Submittals: 5' A. Shop Drawings- 1. See Section 01 340. PRODUCTS - PART II 2.1 Material: t A Space Cloth - u Lee•Puff•Stark Architects - iT .4 j. , iii? . , 4 ., i Division 05-Metals Tigard/Metzger Meeting House • 1. Material: Hot dipped galvanized steel meeting ASTM A 361 requirements,or i ' equivalent. 2. Type: 3/8"dia. rods- 1"x 1"openings. I 3. Mounting: Frame and brackets as required. 4. Quality Standard: as manufactured by Western Wire Works; Portland, Oregon. B. Finish I 1. Polyvinyledene Fluoride(PVF2 Resin based finish Kynar 500 or Hylar 5000), containing 70% minimum PVF2 in resin portion of formula. Thermo curred tow coat system consisting of corrosion inhibiting epoxy or acrylic latex primer and top coat factory applied over properly pretreated metal. I 2. Color as selected by architect from full range of standard colors. -41 2.2 Accessories: A. Supply necessary galvanized steel screws, Basketing, and mounting hardware to provide ' 1. secure installation. B. Isolate from dissimilar metals to prevent electrolytic action. 2.3 Fabrication: A. Genera!- 1. Grind smooth welded joints and buff welds to same appearance as remainder of assembly. 2. Quality of appearance of fabrication will be basis for rejection. I EXECUTION - PART III , 3.1 Installation: A. Install in accordance with Manufacturer's instructions, verify any discrepancies with I architect prior to proceeding. ti B. Fasteners shall be concealed except where details might require a minimum number to be exposed. Paint heads of exposed fasteners to match background. 111 C. Install in such a manner as to accommodate normal expansion and contraction of assembly and adjacent construction. D Isolate dissimilar metals to prevent electrolytic action. E. Repair any buckling or bowing due to improper installation at no cost to the Owner. 05 715 PREFABRICATED SPIRAL STAIRS I GENERAL - PART I I 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install prefabricated spiral stair as described in Contract Documents. B. Related Work Specified Elsewhere- 1 1. General Conditions and Division 01 apply to this Section. r 2. Division 09 - Finish Painting 1.2 Submittals: A. Shop Drawings- "�' 1 . See Section 01 340. • t 2. Shop drawings shall show deviations in structural system of Project necessary to accommodate stairs provided. 1.3 Delivery, Storage, & Handling: A. Ship unit ready for installation ;,,, PRODUCTS - PART II 2.1 Spiral Stair Unit: • A. Steel construction, welded throughout .:0 Page 6 - 1115193 Lee•Ruff•Stark Architects x $ t ,.. ,,,o1,,,,,,; , 1 ,116,,N.:, , iz ri4tn l.,eg -,y 1047,444 * -;.:„FYS`r r .*,i1,440400444, ,- N ` `•4,4"40.4* "Qr"` `R7", ,Y i .r r •. •, .. _ .,,...,........w..�e•v+wtw,,,, ¢1oky4S1+4.10N 1,..0.,44 o+l,ryCyV,1M.n,,•. i Tigard/Metzger Meeting House Division 05-Motels ' ,' , B. C.impleted stair to carry uniform live load of 100 psf or concentrated load of 300 lbs at center of any tread. Railing system to withstand concentrated load of 200 lbs applied in ► y any direction at any point on top rail. ■ C. Center Column- k I, 1. Minimum 4 inch diameter steel tubing with wall thickness of 0.109 inch. 2. Extend column 44 inches above catwalk level. , • , 1 D. Treads- 1. 12 ga steel checkerplate with open risers. , E. Railing- lit II 11. 1-1/2 inch outside diameter steel pipe or 3/16" x 2" steel flatbar with factory ,. el applied handrail covering welded to one inch square steel tubing. 2. Provide curved 42 inch high well at top of landing with balusters 6 inches on center. 3. Use newel posts at end of rail and return well rail to center column. ; ., i .... F. Finish- ,•. ,''; 1. Flat black or gray enamel paint. G. Approved Manufacturers - J 1. J.Toce Spiral Stairs Intl,Youngsville, LA 2. Boston Design Corp, Boston, MA — 3. Couturier Ironcraft Inc,Comstock Park,MI 4. Duvinage, Hagerstown, MD 5. Stairways Inc,Houston,TX - 6. Equal as approved by Architect prior to bidding. See Section 01 630. �� EXECUTION - Part III 3.1 Installation: A. Install in accordance with Manufacturer's installation instructions. ''``=,,, — 3.2 Adjusting, Cleaning: A. Adjust to assure level and plumb installation. ENO OF SECTION ,`' / .:,11 11, •`1, ilk / i SI� 1 ee• •. to rc tett 1/15/93- Pape INi 8 . i f , 71 k • Division 05-Metals Tlgid/Metzger Meeting House I , CLANK PAGE 1 ; Vii. .,Rr H ft 1 Illa I I fi,1 o .i :40. :a. . ii , , , 1 . 1 ir I . ( } '':111. I Sr! '4r., I . I4 0.F; rage 8. 1/15/93 —Z -A —Zee•Buff•Starkrchitects lir ',i • t 46.0J rx f: ! „v* i ,,: • Tlgard/Me>rger Meeting House Division 06•Wood&Plastics l 1 • �.,! DIVISION 06 - WOOD & _PLASTICS '\� 06 100 ROUGH CARPENTRY " 06 110 WOOD FRAMING • 06 115 SHEATHING • 06 120 GLASS REINFORCED CEMENT BOARD I 1] 06 170 PREFABRICATED STRUCTURAL WOOD 06 182 GLUE-LAMINATED STRUCTURAL UNITS ra 06 185 LAMINATED VENEER LUMBER - LVL 06 190 WOOD TRUSSES(Trussed Rafters) 06 196 PLYWOOD WEB JOISTS • 06 200 FINISH CARPENTRY ``, 06 201 GENERAL FINISH CARPENTRY 1 ITIJ 06 205 MISCELLANEOUS TRIM&MOLDING 06 210 DOOR& METAL FRAME INSTALLATION � . 06 221 SPEAKER ENCLOSURES 106 400 ARCHITECTURAL WOODWORK 06 401 GENERAL ARCHITECTURAL WOODWORK 7 06 410 CUSTOM CASEWORK • 06 415 CLOSET&STORAGE SHELVING 06 420 PANELWORK 06 430 STAIRWORK&HANDRAILS • 06 450 STANDING&RUNNING TRIM -3 ISO ' , . r r' , ., ,`.} it • R i li k, , 111 . 111711 T tar rc tects 1115/93 •fags i F.� �\ .. , . Ainswervoionreim.wie.,,,..0...,,,--..t.........................b. . ' '. . At=114174°. **Alig.'It*"',''',•rnk...f'qt:t•'-,..40iN *I'.'Atl°44140;'''' 4"' r'...' II" ' 4' ' ' '., ....r. . .,A.:4,,2..:,,,:•:f';, .',.. : ''$'t•lqi.4Z,4,0•,:,.,.2r',l...,...•,.,-, ,-,.'.'"''''''''''''." --,,,..."---..: . ' . . •1 • I • • ., ,.. Division 06-Wood&Plastics ill Fd/Metzger Meeting House , . , BLANK PAGE :,,..‘ I .T.. .^ ' A .it'. .. 114 f I '''''•.f7,ci''',', .:, '.' i 1;• 1.• • 1 !A. I , t o 0, • .4:, .• q .. 14 I 1 . .. , I i 1 I1, , ,I . 11 t . , , , ) I 4J, • 4 44 • ,:, ., • I Page 2. 1/15/93 - Lee.Ruff.Stark ArchitectsI •. 01 1j4 ','•.:A ,':.-4•1,... . . .'..,f.. .f.. ' ''. ''' :''- '-•,,..., '':7-f.'' .1:,,',-..:::..•••:"..1.'•:',',;•'„•...',.''.;L',"..:: ''.';'-:'':.'...fL .2'''... L''''''''.'' ''...' ';'' •',':-..:.;':.*!..-..:.,,-., ....f,. • . I .. '411 Tigard/Metzger Meet . House Division 06-Wood&Plastics f 06 110 WOOD FRAMING GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and install framing and blocking as described in Contract Documents including following - a. Folding partition headers b. Furring as necessary c. Gypsum wallboard back blocking B. Products Installed But Not Furnished Under This Section - 1. Trusses 2 Glue-laminated structural units `, 3. Laminated Veneer Lumber 4. Plywood Wob Joists 5. Prefabricates.' Ridge Vents • C. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Section 06 182 - Glue-laminated beams 3. Section 06 185 • Laminated Veneer Lumber 4. Section 06 190 - Trusses 5. Section 06 196 - Plywood Web Joists 6. Section 06 430 - Stair treads and risers 7. Division 07 - Prefabricated Ridge Vents 1.2 References: A. TPI Pamphlet "Handling & Erecting Wood Trusses-HET-•80". B. TPI Pamphlet "Bracing Wood Trusses-Commentary & Recommendations- BWT-76". 1.3 Submittals: A. Quality Control- 1. Submit copy of Reference pamphlets for Architect's examination. After Architect's examination, keep pamphlets on Project site with approved shop drawings. a. Pamphlets may be obtained from Truss Plate Institute, 583 D'Onofrio Drive, Suite 200, Madison, WI 53719 (608)•833-5900, or from Truss Fabricator. 2. Submit technical and engineering data on nails to be set by nailing guns for Architect's approval of types proposed to be used as equivalents to specified hand set nails. 1.4 Delivery, Storage, & Handling: A. Prote't lumber and plywood and keep under cover in transit and at job site. B. Do not deliver material unduly long before it is required. C. Store lumber and plywood on level racks and keep free of ground to avoid warping. Stack to insure proper ventilation and drainage. D Handle and store wood trusses in accordance with "HET-80" except do not unload trusses by dumping. 1.5 Sequencing & Scheduling- A. Coordinate with Section 09 260 for location of back blocking required behind joints in gypsum wallboard. PRODUCTS - PART II 2.1 Dimension Lumber: A. Meet requirements of PS 20-70, ANSI A 199.1-1974, and National Grading Rules for softwood dimension lumber. e•• u •Stark Architects 1715/6 Page 1 i .r..M. . may{, 9R" +.4.1,0} .',tu,.4.11 wof 5.011, 0 M,� n .'N�l�.'I la `?':., " . ,'- : • 7i Division 06-Wood&Plastics Tigard/Metzger Meeting House B. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber ' + Standards Committee identifying species of lumber by grade m.111. or by Certificnta of Inspection. C. Lumber 2 inches or less in nominal thickness shall not exceed 19% in moisture content at time of fabrication and installation and be stamped "S-DRY", "K-D",or"MC15". D. Lumber shall be S4S. E. Horizontal Framing,2x4 Bearing Walls, & Interior 2x6 Bearing& Shear Walls-Of quality to meet minimum stress grade requirements given in table below. Stresses shown are for Southern Pine #2 or Douglas Fir #2 and are allowable for repetitive use. Other lumber species and grades which meet or exceed these stresses may be used. d 1-1/2" to 4" Thick 5-1/2"to 12" Wide _22i4 Fb Bending 1450 psi 1650 psi Ft Tension 650psi 850 psi s Fv Shear 95psi 95 psi Fc Perpendicular 625 psi 625 psi Fc Parallel 1050 psi 1000 psi • F. 1.700,000 psi 1,700,000 psi F. Exterior 2x6 Bearing - Douglas Fir#2. G. Interior Non-Bearing 2x4 Partitions - Douglas Fir(WWPA)Std or Better 2.2 Posts, Beams, & Timbers: A. 5"x 5"& larger-#1 or better Douglas Fir. 2.3 Lumber Ledgers: A. #1 Douglas Fir Larch. 2.4 Folding Partition Headers: A. Use new, unused plywood conforming to plywood specification requirements of Section 06 115. -� 2.5 Bridging: A. 1"x 3"#2 Douglas Fir . Steel Type X braces may be used on roof rafters only. 2.6 Furring Strips: . A. Utility or better. 2.7 Pressure Treated Wood: A. Treat lumber to be in contact with concrete or masonry, or specified above for pressure treatment, in accordance with LP 2-80 and dry atter treatment 1. Lumber grade and species shall be as specified for the particular use. 2. Identify treated lumber as to name of treater, preservative used, and retention in lbs/cu ft. µ' 3. Season after treatment to moisture content required for nontreated material. • 2.8 Fasteners & Adhesives: A. Wood Screws, Expansion Bolts .' 1. Standard type and make for job requirements. B. Framing Anchors- 1. Simpson 2. Equal as approved by Architect prior to bidding to meet design criteria at each application. See Section 01 630. C. Bolts- 1. As specified in Section 05 051. D. Construction Mastics - 1. Meet requirements of American Plywood Association Specification AFG-01 September 1974 and be Phenol Resorcinol type when used on pressure treated wood products. E. Nails- 1 . Common, unless specifically specified otherwise in Contract Documents. 2.9 Accessories for Doors through Shear Walls & Draft Stops: Page 2 - 1115/93 — Lee•Ruff•Stark Architects L pripplOMMIPMEMEM1111. ;i --,: 4,,. .,'w,-- 5 t+M 40-10,4: •sto... • of !..0.•. " b,y , . 4. c. A, iiii Tigard/Metzger Meeting House Division 06-Wood&Plastics , i A. Latch- 1. Stanley 1261 with wire pull and washer for opening from opposite side. I B. One pair Hinges- 1. Bommer 2960 2. Stanley 158 C. Stenciled Caution Signs- C 1. One on each side of draft stop door. 2. Sign text shall read "CAUTION - This Door Must Be Kept Closed" in 2 inch high letters. . EXECUTION - PART Ill iN, . t : 3.1 Erection: me ItA. General- u 1. Wood in Contact with Concrete or Masonry - A'•+• Ili a. Use pressure treated wood as specified under PRODUCTS above. .O , b. Set true and level to provide full bearing. Use mortar for leveling if f : y leveling is required. See Division 04.I t2. Secure one Manufacturer approved fastener in each hole of framing anchor that bears on framing member. B. Floors- 1. Locate 16 inches on center unless indicated otherwise. • • 2. Minimum 3 inch bearing unless joists are supported on a ribbon and spiked to studding. 3. Set with crown edge up. 4. Support where indicated by steel joist hangers. ea,. 94,0 5. Lap joists over girder or wood support and securely nail together and to wood •',4 _.. support. 6. Double joists under partitions paralleling run of joists. 7. Provide accurately fitted header and trimmer joists of same size as regular joists around floor openings, unless detailed otherwise, and support by steel joist hangers. 8. Provide bridging between joists every 8 feet maximum. Nail each end with two 8d ' nails. '1' C. Walls- 1. Openings - Double studs. 2. Corners& Partition Intersections - Triple studs. 3. Top Plates In Bearing Partitions - Doubled or tripled and lapped. Stagger joints at least 4 feet. 4. Firestops- a. Spaces in wall over 10 feet high, at ceiling and floor levels,and stairs. ?,t 5 Backing(Hailers)- ' a. Furnish and install for attaching moldings,trim,base,chair rails, hardware, equipment, accessories, plumbing, etc. r b. Furnish and install back blocking required for joints in gypsum wallboard. t i 6. Sills- a. Fasten bottom plates of walls with bolts for bearing and shear walls, and with powder actuated fasteners for non-bearing walls as described in Contract Documents In addition to these requirements, set plates measuring less than three feet in length in solid bed of specified construction adhesive. i. 7. Posts& Columns- a. Frame wood columns and posts to true end bearinjs. b. Extend posts or columns down to supports of sup.! dasian as to hold them securely in position. 1 11'4 ( Lee+Ruff•Stark Architects age 3 I , �.i,.. r r}. i 1 �;,il Division 06-Wood&Plastics Tigard/Metzger Meeting House m c. Securely fasten column at top to beam or girder using anchors described ';' in Contract Documents. • ' 8. Prams&Girders- a. Built-Up Members- ; 1 - TlgardlMetzger ting House Division 06-Wood&Plastics 1) Anchor 2 x 6 and 2 x 8 wall plates to top of block walls with 5/8 inch diameter anchor bolts at 32 inches on center unless noted otherwise. d. Folding Partition Headers- 1) Provide for double or single track as required by Folding Partition Manufacturer. 2) Stagger joints in plywood. 4. Installation of Wood Trusses- a. Handle and erect wood trusses in accordance with TPI HET-80. b. Brace wood trusses during construction in accordance with TPI BWT-76. e0 c. Do not install damaged or broken wood trusses. Replace wood trusses that are broken,damaged, or have had members cut out during course of construction. d. Bracing- 1) Contractor is entirely responsible for design and installation of temporary erection bracing. If temporary loads are to be imposed on permanent ..alis,floors, or structural elements;design permanent structure to support temporary leads. 5. Installation of Glue-Laminated Beams- a. Install work in accordance with Fabricators instructions and Glue-Lam Erection Safety Practices. b. Adequately support and brace work until tied into building structure to insure against collapse due to wind or other forces. c. Maintain protection of beams until roofing has been installed. 6. Installation of Laminated Veneer Lumber- a. Exercise care to prevent out-of-plane bending of members. b. Install temporary horizontal and cross bracing to hold members plumb and in safe condition until permanent bracing is installed. c. Install permanent bracing and related components prior to application of loads to members. 7. Installation of Plywood Web Joists- a. Handle, erect, and brace plywood web joists in accordance with Manufacturer's instructions. b. Do not install damaged or broken plywood web joists. c. Coordinate all holes through webs with web joist manufacturer. d. Installation of bolts - al; bolts and nuts bearing on wood to be provided with a washer. e. Contractor is entirely responsible for design and installation of temporary erection bracing. If temporary loads are to be imposed on permanent walls, floors or structural elements, redesign permanent structure to support temporary loads. E. Furring Strips- 1. On Wood or Steel- a. Nail or screw as required to secure firmly. 2, On Concrete or Masonry - a. Back up furring strips with 15 lb felt strip. b. Nail at 12 inches on center maximum END OF SECTION 06 115 SHEATHING Lee•Ruff•Stark Architects 1/15/93- Page 5 :11111111111:: Division 06-Wood&Plastics Tigard/Metzger Mooting House v.., 1 GENERAL - PART I "' - 1.1 Summary: A. Includes But Not Limited To- .. 1. Furnish and install sheathing required for walls, roofs, and floors as described in Contract Documents. I [3 Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 06 120 - Sheathing behind ceramic tile 1.2 Submittals: A. Quality Control- 1. Submit technical and engineering data on nails to be set by nailing guns for Architect's approval of types proposed to be used as equivalents to specified hand set nails. — PRODUCTS - PART II I. 401 2.1 General: A. Meet Requirements of PS 1-83/ANSI A199.1 except where APA Performance Ruted units are specified. Every sheet shall bear appropriate APA grade stamp identifying species of plywood or by Certificate of Inspection issued by approved lumber grading or inspection bureau or agency listed above. B. Plywood shall not exceed 18% moisture content when fabricated nor more than 19% when installed. C. This specification is written for APA Performance Rated Plywood. Waferboard, Composite board, and Oriented Strand Board (but not Structural Particle-board) are accepted as equals providing specified span ratings are met. i 1. In all cases, thickness shown is minimum regardless of span rating. Material used for same purpose shall be of same thickness. D. Panels shall be stamped 'Sized for Spacing'. 2.2 General Use Sheathing Including Subflooring: I A. Exposure 1. 3/8 inch 24/0 15/32 inch 32/16 1/2 inch 32/16 19/32 inch 40/20 5/e inch 40/20 23/32 inch 48/24 3/4 inch 48/24 2.3 Nails: A. Up to 15/32 inch panel - 8d common or box. B. 15/32 inch and thicker panel - 10d common or galvanized box. 2.4 Pressure Treated Wood: A. Treat plywood in contact with concrete or masonry in accordance with LP 2-80 and dried after treatment. ' 1. Lumber grade and species shall be as specified for the particular use. 2. Identify treated lumber as to name of treater, preservative used, and retention in lbs/cu ft. 1 3. Season after treatment to moisture content required for nontreated material. ' EXECUTION - PART III 1 t, 3.1 Installation: ,'I I A. General- i , 1. Nail heads shall be flush with, but not penetrate, sheathing surface. 2. Use of edge clips to provide spacing between sheathing panels is acceptable. B. Wall Sheathing - 1. Spacing- a. Provide 1/8 inch space between sheets at end and side joints. • 'i age 693 Lee•Auff•Stark Architects J Tigarabtzgar Meeting House Division 06-Wood&Plastics 1 b. Stagger panel end joints. 2. Edge Bearing& Blocking- • a. Panel edges shall bear on framing members and butt aloi i their center lines. b. Back block panel edges which do not bear on framing men' •ers with 2 — inch nominal framing. 3. Nailing- "' a. Place nails not less than 3/8 inch in from edge and 12 inches on center t along intermediate supports and 4 inches on center along panel edge l_ unless shown otherwise on drawings. wr. .44 4. Thickness - 15/32 inch minimum. C. Roof Sheathing - 1. Placing II - i a. Lay face grain at right angles to supports. Provide blocking for support «� where framing turns at roof overhang. b. Provide 1/8 inch space between sheets at end and side joints. '� ,-,-1c. Stagger panel end joints. d. Sheathing shall be continuous of two spans minimum. 2. Nailing-(Unless noted otherwise on Drawings.) 7 a. Place nails at least 3/8 inch in from edge. '...., b. Nail 6 inches on center along supported edges. Nail 12 inches on centers on intermediate supports. i c. Nail 4 inches on center at- 1) Diaphragm boundaries • 2) Blocking above plywood sheathed walls and block masonry walls 3) At shear wall struts and fascias. 0 '3. Thickness - 19/32 inch minimum. D. Floor Sheathing - , 1. Subflooring- First Layer "i a. Apply bead of glue to structural supports and apply plywood at right angles to supports. b. Nail panel ends at 12 inches on center and along intermediate bearing at —, 24 inches on center. 1 c. Allow expansion gap of at least 1/2 inch at walls. d Thickness - 19/32 inch minimum i 2. Subflooring - Second Layer a. Stagger joints of second layer subflooring so they do not line up with • joints of first layer subflooring. b. Glue subflooring layers together along lines of structural supports. c. Leave 1/32 inch gap at side and end joints. d. Nail at 6 inch centers on ends and 8 inch centers on intermediate structural members. • _ e. Thickness - 19/32 inch minimum r 1 3.2 Pr. lection• A. Protect roof sheathing from moisture until roofing is installed. END OF SECTION I . I ` 06 120 GLASS REINFORCED CEMENT BOARD lee.Fluff.a;TW Architects 1/15/03-maga 7 . 44 it. .. j „ �n ` • „�• �' A \`• - . k• , • , _.., ._.... '� etiej tt. "talOitAiluiLl+04 w .,111114 1, r..... , , , _ • ,, . ...., , _ ,. , Division 06-Wood&Plastics Tigard/Metzger Meeting House pi GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and install as backer for stone meetinhouse sign as described in Contract Documents. 2. Quality of backer for interior ceramic tile installed without setting bed. B. Related Sections- j 1. General Conditions and Division 01 apply to this Section. 2. Division 09 - Furnishing and installing backer for interior ceramic tile installed it:Mout setting bed. PRODUCTS - PART II 2.1 Sheathing: A. Walls - 7/16 or 1/2 inch thick B. Approved Manufacturers- 1. Util-A-Crete by FinPan, Hamilton,OH ft 2. DomCrete by Domtar Gypsum,Ann Arbor,MI ' 3. Tile Backerboard by Glas-Crete Inc, Seal Beach, CA 4. Wonder-Board by Modulars Inc, Hamilton, OH 5. Durock by U S Gypsum, Chicago, IL 2.2 Fasteners: I A. Wood Framing- 1. 1-5/8 inch long DUROCK Wood screws 2. 1-1/4 inch long Flock-On, Hi-Lo type screws B. Equal as recommended by Sheathing Manufacturer. EXECUTION - PART III ,, 3.1 Application: A Install in accordance with Manufacturer's recommendations. B. Attach board to framing with screws spaced 8 inches on center through pre-drilled holes 11 in cement board. ii C. Shim board so face is flush with adjoining gypsum wallboard and to be plumb and flat or level and flat, depending on location. r , a END OF SECTION I ft 1 I 06 102 GLUE-LAMINATED STRUCTURAL UNITS GENERAL - PART I '4,,I1.1 Summary: y A. Products Furnished But Not !nstalled Under This Section - 1. Glu-lam beams 2. Hardware, and steel shapes except those welded to structural steel 1 B. Related Sections - ## 1 . General Conditions and Division 01 apply to this Section. a 2. Division 05 - Steel shapes welded to structural steel. !' 3. Section 06 110 - Installation 1.2 References: A. ANSI/RITC A 190.1-1983, "Structural Giaed Laminated Timber" , B. ASTM A 36-90. "Standard Specification hr Structural Steel" 1.3 Submittals: ", ege r. X115/93 r Lee"- Ruff•Stark Frchltects A, iiiii • , r y, AC l.$ _ "r!b �' i1�r ' !•R,»I " . * il,%' �$�iy� ) ,'+i k t 11, ''A' 41 .4.. r. .""."iwr+wMyw►�+ti/ i �p - w+ *'+aMM�e/nn..•.....,w ..y w M.'. x.. -.: '• ,ally, bl { t 7+.lY:. .'� � .... .,IW •F. 4 ,:y'ti'a`:ice' "A*, ,lr.. . A Tigard/Metzger Meetir9 House Division 06-Wood&Plastics A. Shop Drawings- 1. Provide as outlined in Section 01340, except in quadruplicate. B. Quali'y Control- 1. Copy of licensing certificate from AITC,APA-EWS,or CITC. 1.4 Quality Assurance: A. Qualifications- 1 Fabricator shall be licensed by American or Canadian Instituteof Timber ": Construction, or American Wood Systems. B. Certifications- 1. Each beam shall bear AITC,APA-EWS,or CITC qualitymark. w 1.5 Delivery, Storage, & Handling: A. Seal beam faces with penetrating sealer. B. Treat beam ends with wood preservative. C. Wrap members separately with heavy water repellent covers. Protect against damage in IMO transit. D. Store and handle to insure maintenance of eppearance. PRODUCTS - PART II 2.1 Wood: A. Douglas Fir or Southern Pine. B. Stress Grade- 1. Fb -2400 psi Fc perpendicular - 650 psi Fc parallel(columns) - 1450 psi Fi - 165 psi E - Standard, 1,800,000 psi. 2. Glue-laminated beams for cantilevers, continuous spans, and columns shall have an Fb value for compression zone equal to Fb value specified for tension zone (balanced combination). C. Moisture content - 12% maximum for straight, 10%maximum for curved. D. Appearance - Industrial 2.2 Glue: A. Exterior type with mold inhibitor. 2.3 Hardware & Steel Shapes: A. Meet requirements of ASTM A 36. • 2.4 Fabrication: A. Fabricate in accordance with ANSI/AITC A 190.1. B. Camber beams to radius of 2000 ft unless shown otherwise on Drawings. END OF SECTION f,: • 96.185 LAMINATED VENEER LUMBER =LVL GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1 . Laminated veneer lumber or parallel strand lumber framing members. B. Related Sections - 1 General Conditions and Division 01 apply to this Sectio ,. 2. Section 06 110 - Installation 1.2 Systems Description: A. Design Requirements- 1. Fabricator shall design members to meet dimensions indicated on Drawings. • Lee•Ruff•Stark Architects r ill 6/93- a1 e 9 • a jimilatiodowo • • H • Plastics Tigard/Metzger Meeting House . -; Division 06-Wood& .,;,1 ' t • a. Designs shall be under supervision of registered professional engineer. _v b. Designs shall be in accordance with standard engineering practice and meet requirements of National Research Board and The National Design , I � r?. Specification For Wood, 1984. a • 1.3 Qualr!, Assurance: r A. Certifications- } 1. Identify lumber by grade stamp or stamps noting name and plant number of ,;I, Manufacturer, grade, National Research Board report number, and quality control } r agency. to 1.4 Delivery, Storage & Handling: ,,4- A. Store members on job site in accordance with Manufacturer's instructions. B. Keep dry and provide supports to keep members off floor. C. Split plastic wrappers of members stored encased in plastic on bottom side to allow for air , circulation. um r 0 iPRODUCTS - PART II R 2.1 Materials: I ?i ' .. yit A. Stress Grade- 'r' Fb 2600 psi 4.4 Ft 1575 psi • ids° Fv 285 psi '�, Fc Perpendicular 750 psi Fc Parallel 2460 psi ,it E 1,800,000 psi I J''/N B. Adhesive - 1. Meet requirements of ASTM D 2559-84, "Specification for Adhesives for �� Structural Laminated Wood Products for use Under Exterior(Wet Use) Exposure Conditions". C. Approved Manufacturers - 1. Versa-Lam or Versa-Lam Plus by Boise Cascade Corp, Boise. ID ''i 2. Parallam by MacMillan Bloedel of America Inc,Athens, GA ' 3 Tech Lam by Tecton Laminates Corp, Bend, OR `, 4. Micro=Lam by Trus Joist Corporation, Boise, ID , 5. StrucLam by Willamette Industries Inc, Woodburn, CR r s 6. Gang-Lam LVL by Wood Products Division, Gang-Nail Systens Inc, Miami, Florida I Tb' 2.2 Fabrication: A. Cut members to accurate length, angle, and size to assure tight joints for finished installation. END OF SECTION 06 190 __ WOOD TRUSSES (Trussecj_Rafters.) GENERAL - PART I 1.1 Summary: A. Produc:s Furnished But Not Installed Under This Section - _ 1. Wood trusses and trussed blocking. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 06 110 - Storage and handling of trusses on Project site 3. Section 06 110 - Installing, securing, bracing, etc 4. Section 06 110 - Required blocking other than trussed blocking , 1.2 Submittals: k' Page 10- 1115/93 Too.Ruff•Stark Architects s , L ' '4' .;'' ' —r".w—." u.11t,er! ,, 0 ''' ,aY1 "'v w . •.._.-.. _.....,.x.. ,n-.,,..c•PrOiY r•'Mrt310.461YrepYr tr%aiirtil ol. r 'k, • I . , Tigard/Metzger Meeting House Division 06-Wood&Plastics .c•,v A. Shop Drawings- 1. See Section 01 340. Submit four copies. • 2. Base shop drawings on member stresses and requirements of Contract Documents. Use same truss configuration and panel point locations as shown on Project Drawings. Joint configurations may be modified to allow double cut webs. -- 3. Include following on submitted shop drawings - a. Allowable loads in lbs per effective nail or lbs per sq inch for lumber and plates used as allowed by ICBG and current ICBG report number. + b. Stress reduction factors used for plates and lumber. c. Top and bottom chord design loads in psf. w d. Size,thickness, and exact location by dimension of plates. e. Lumber species and grades used. • - f. Stamp and signature of Engineer responsible for preparation of shop drawings. gap g. Name and trademark of Plate Manufacturer if metal plates are used. h. Name and address of Truss Fabricator and Project name and address. i. All blocking, bridging, bearing hardware, hangers, etx., connecting to truss. j. Truss layout plan. Show locations of bracing, openings, changes of roof pitch and supports for mechanical equipment. • k. Support connection details. • 1.3 Delivery & Handling: A. Notify Architect two days minimum before arrival of trusses to allow for scheduling of truss • inspection on site prior to unloading and for monitoring of unloading procedure. B. Unload trusses at site only in Architect's presence and after acceptance by Architect. • ' C. Unload trusses as outlined in TPI Pamphlet "Handling & Erecting Wood Trusses - HET- 80". 1.4 Sequencing, Scheduling: A. Do not set trusses until masonry bearing walls and masonry shear walls are complete. 1 .5 Quality Assurance A. Comply with applicable requirements and recommendations of the following Truss Plate Institute (TPI) publications: - • 1. "Design Specification for Metal Plate Connected Wood Trusses." " • 2. "Design Specification for Metal Plate Connected Parallel Chord Wood Trusses." B. Comply with applicable requirements of "National Design Specification for Wood • Construction" published by N.F.P.A. • C. Trusses shall be designed by Connector-plate manufacturer to support all superimposed ' dead and alive loads indicated. Design shall be approved and certified by a Structural Engineer licensed to practice in the state of Oregon. PRODUCTS - PART II 2.1 Materials: A. Top& Bottom Chords& Web Members- 1. Of quality to meet or exceed stress grade requirements given in table below for each lumber classification and to meet requirements for dimension lumber in r Section 06 110. Truss members not called out or D•swings shall meet or exceed stresses of classification C. • a Classifications A, B, and C corre,.;pond to Douglas Fir or Southern Pine grades, Select Structural, #1, and #2 respectively. Other lumber species and grades which meet or exceed the specified stresses for a given , • classification may be used. b. 2x4(nominal) Members- Select . Structural #1 #2 • Fb(repetitive) 2400 psi 2050 psi 1650 psi Ft 1200 psi 1050 psi 850 psi Lee•Ruff•glia Architects 1/15/93-Page 11 0 y�yy,, .er w vilowerc w,w�wrr.,.+,.- ._. . .... fie.40 6.t ' 1, ice.. y 4 41047,0-,,,. • p!r IV �' e"1"l • .MO Yw '.'�'''' r•.k •• k♦ Division 06-Wood&Plastics Tigard/Metzger Meeting House , Fv 95 psi 95 psi 95 psi I Fc Perpendicular 625 psi 625 psi 625 psi Fc Parallel 1600 psi 1250 psi 1000 psi E 1,700,000 psi 1,700,000 psi 1,700,000 psi c. 2x6(nominal)Members- Fb(repetitive) 2050 psi 1750 psi 1450 psi Ft 1200 psi 1000 psi 650 psi I Fv 95psi 95 psi 96 psi Fc Perpendicular 625 psi 625 psi 625 psi Fc Parallel 1400 psi 1250 psi 1050 psi E 1,700,000 psi 1,700,000 psi 1,700,000 psi d. Allowable stresses shown are for normal duration of load and repetitive tt member use. 1 e. Following machine stross rated lumbers may be substituted for the above 111 Mb lumbers provided the combined stress ratio for each member is less than 1.0 by National Design Specification for Wood formulas, 1977. Total load deflection is less than L/240 and live load deflection is less than U360. ,gip A B Cj • 2100f - 1.8E 1800f - 1.6E 1650f - 1.5E • B. Metal Gusset Plates- 1. Plate design and manufacture shall be a�approved by "The Research Committee w '&i for the ICBO". Plates shall be galvanized or otherwise protected from corrosion. 2. Manufacturer's name or trademark shall be visible on plates. 3. Approved Manufacturers- a. Alpine Engineered Products Inc, Pompano Beach, FL b. Clary Corp,Grand Prairie,TX — • c. Computrus Inc, Corona, CA d. Inter-Lock Steel Company, Hermitage, PA I + e. Lumbermate Co, St Louis, MO f. Mitek Industries, Rancho Cordova, CA 1) Bemax, Miami Lakes, FL 2) Gang-Nail Systems Inc, Miami, FL 3) Hydro-Air Engineering Inc, St Louis, Mo - ` g. Panel-Clip Co, Farmington, MI h. Robbins Manufacturing Co,Tampa, FL ;. i. Tee-Lok Corp, Edenton, NC ""'i j. T"ruswal Systems Corp, Madison Heights, MI C. Bracing 1 . Contactor is entirely responsible for design and installation of temporary erection bracing. If temporary loads are to be imposed on permanent walls, floors, or structural elements; design permanent structure to support temporary loads. 2.2 Fabrication: A. General- 1. Fabrication of trusses shall be as approved by ICBG except that this Specification shall govern when it exceeds ICBO requirements. i 2. Fabricate trusses from approved shop drawings. 3. Fabricate trusses in jigs with members accurately cut to provide good bearing at 1 , joints. Joints shall he acceptable if the average opening between ends c' members immediately after tabricavion is less than 1/16 inch, except that truss compression chord joints at splices and ridges shall have full contact between 4 members. ii 4 Each chord section shall be involved in two panel points before being spliced. 5. Provide 1/8 inch camber for each 6 feet of truss unless otherwise indicated. I Page 12- 1/15/93 —Ire• r •Stark Architects . • =,f , ,, iiej �u� '" , i r.«......... �a¢r�k fid c..1.a,, w..-,•w,A w..wr.: 0,01%,0440,41”11ff 4anmMn?loovo,oh.,. _., w. • Tigard/Metzger Meeting House Division 06-Wood&Plastics ' 6. Truss Fabricators using metal plates shall have plant inspected four times per year by an independent testing laboratory in accordance with TPI regulations and copies of inspections made available to Owner upon request. 7. Approved Fabricators-Approved fabricators shall fabricate trusses in accordance with Contract Documents including use of specified gusset plates. a. Tualatin Valley Building Supply, Lake Oswego, Oregon. b. Truss Components, Forest Grove, Oregon. • • c. Evergreen Truss Company, Vancouver, Washington. • B. Metal Gusset Plates- 1. Size plates for greater of member forces shown on Drawings or member forces M► derived from structural analysis,plus or minus 6%. 2. No panel point shall have more than one plate per truss side • 3. Plates shall have minimum bite of 2-1/2 inches on members. Measure bite along , center line of webs and perpendicular to chord axes. Orient plate axis parallel with . truss chord axis except where chords change pitch at joint. . 4. Plate Sizes- a. Minimum width of plates shall be 3 in. b. Trusses Other Than Scissor Trusses- , 1) Size plates, nail and steel section,for 135%of member forces. c. Scissor Trusses- 1) Size plates, nail and steel section,for 160%of member forces. d. No increase in plate values will be allowed for duration of loading or other factor. 5. Press plates into members to obtain full penetration without crushing outer • surface of wood. Plate embedment is acceptable if opening between plate and wood surface is less than 1/32 inch. 6. Lumber defects and plate misplacement, in combination, shall not reduce plate area or number of effective teeth, prongs, or nails by more than ten percent. 7. Do not apply metal gusset plates after shop fabrication. • 2.3 Source Quality Control: A. Inspections - • 1. Notify Architect seven days prior to beginning truss fabrication to allow • scheduling of Architect's observation visit during truss fabrication. END OF SECTION 06 196PLYWOOD WEB JOISTS GENERAL - PART I 1.1 Summary: • . A. Products Furnished But Not Installed Under This Section - •, 1. Plywood web joists and components. . . B. Related Sections - , 1. General Conditions and Division 01 apply to this Section. 2. Section 06 110 - Installing, securing, bracing, etc. 1.2 System Description: A. Design Requirements - 1. Custom design joists under supervision of registered professional engineer. Designs shall be in accordance with allowable values assigned by building code approval. 2. Only connections and webs currently approved by Research Committee of ICBG . are acceptable for use. . se• u tar rc tects 1/15/93- Page 13 Ij . • 1••••. Division 06-Wood&Plastics _ Tigard/Metzger Meeting House 3. All bridging bearing hardware, blocking, hangers, etc.,that connects to the trusses shall be designed and provided by the truss manufacturer to fit the condition. Use sloped seat hangers and beveled plates as required. 1.3 Submittals: A. Shop Drawings- 1. See Section 01 340. 2. Include following on submitted shop drawings- a. Stamp and signature of Engineer responsible for preparation of shop drawings. b. Show critical dimensions for determining fit and placement in building as r well as loads plywood web joists are designed to support. c. Flange material and sizes. d. Size, thickness, and dimension of web. e. Lumber species and grades used. .111. f. Name and tradema'k of Manufacturer. Illii B. Quality Control- _. 1. Provide complete design calculation showing internal layout, member forces, and stress control points for each joist design. 2. Provide copies of ICBG reports showing approval of connections and webs. 1.4 Storage & Handling: ` A. Store joists in vertical position protected from weather. B. Handle with care to prevent damage. 1.5 Quality Assurance _ A. I-Joists shall be designed by manufacturer to support all superimposed dead and live loads indicated. Design shall be approved and certified by structural engineer licensed in Oregon. PRODUCTS - PART II 2.1 Joists: A. Top and bottom flange 2-5/16" wide x 1-1/2" thick ;:1 Southern Pine or Douglas Fir laminated veneer lumber. 0^• B. Web shall be 3/8 inch CD Exterior grade with face veneer installed running in vertical , direction of joist and butt jointed to form continuous web member. , • C Approved Manufacturers- +l:` r. 1 . Boise Cascade Corporation, White City, OR 1 2. Trus Joist Corporation, Southwest Division, San Dimas, CA -- v;, 3 Willamette Industries Inc, Woodburn, OR 4. Equals shall be accepted by ;CBO and approved by Architect prior to bid opening. See Section 01 630. ' , D. Contractor is entirely responsible for design and installation of temporary erection , 114.1,, bracing.lf temporary leads are to be imposed on permanent walls,floors or structural r, k. elements, redesign permanent structure to support temporary loads itt 2.2 Fabrication: • A. Fabrication of plywood web joists shall be as approved by ICBO except where requirements of Contract Document exceed ICBG requirements. '' END OF SECTIONI/ . '# i 1 06. 201GENERAL FINISH CARPENTRY ! *i GENERAL - PART I I � I. 1.1 Summary: 1 A. Includes But Not Limited To - I Page 14 - 1/i5/9r Lee•Ruff•Stark Arc ec s ,,j r. r' . • n .. •4,r,.R,... ,y••.••• - •,N ,..,,e' ;nr 1,01,A +fn.,,,.. 440,- r at . yt 4' t"* Ali ' :;Y: '' +. Lir �tl 4. n 4 r A ti j' ' H v ' '"," 440, +�� e� ��a r 1 � rti yt '� ��3+�l� %weri��"� vi r i �� ,i� �r?..,,Y r .is tw F�j!�, � + �9 y r • W i!sew•CWdiw1.7,.. r,,;. ,,•s,,N ,,..„ yy „,.. ,. .. ..._r :.y.:1 ti ••4,•t, y :I :'. • , ' , 1 Tigerd/Met r Meeting Houso Division 06-Wood 8 Plastics . J •,'; i • s ,. Furnish and install sealants required for items installed under this Section, as • €^` described in Contract Documents. 71 2. Furnish and install following items as described in Contract Documents- a. Job-built attic access panels. B. Products Installed But Not Furnished Under This Section - 1. Architectural Woodwork - Section 06 400 111 1 2. Pre-Manufactured Access Doors - Division 08 3. Windows Division 08 ,,, 4. Finish Hardware - Division 08/ III 1111 5. Acoustical Wall Treatment - Division 09 6. Building Specialties Division 10 7. Rostrum Seating - Division 12 III 8. Manufactured Casework - Division 12 9. Miscellaneous as specified elsewhere WO C. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 06 401 - Quality of hardwood lumber and panel products to be used in Finish Carpentry. 3. Division 07 - Quality of sealants, submittal and installation requirements 4. Division 09 - Back priming of work to be installed against concrete or masonry or y; subjected to moisture. vi, PRODUCTS - PART II `l 2.1 Glue: A. Waterproof and of best quality. EXECUTION - PART III -.-7 3.1 Installation: A. General Woodwork- t 1. Work shall be made in accordance with measurements taken on the job. 2. Scribe, miter, and join accurately and neatly to conform to details. 3. Exposed surfaces shall be machine sanded, ready for finishing. 4. Allow for free movement of panels. 5. Countersink nails. Countersink screws and plug those exposed to view. li, ,, , B. Architectural Woodwork - 1. Install plumb, level,and square. C. Items installed but not furnished under this Section - 1 . Install in accordance with requirements specified in the Section furnishing the item. END OF SECTION Q¢ 205 _ MISCELLANEOUS TRIM & MOLDING. GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and install wood trim no', specified elsewhere as described in Contract . Documents. B. Related Sections •• 1. General Conditions, Division 01, and Section 06 201 apply to this Section. 2. Section 06 450 - Standing and running trim. PRODUCTS - PART It 2.1 Softwood: tee•Auff•Stark Architects 1/15/93-page 15 ..�„ a�, . .P.k�»,., .•.Mrs..-.:. d! ,, u l 1 j t Division 06-Wood&Plastics Tigard/Metzger Meeting House A Solid stock Pine, C or better, S4S. 2.2 Hardwood: `r A. Plain sawn Red Oak. 2.3 Hardwood Panel Product: A. Plain sliced Red Oak. END OF SECTION I • x, 06 210 DOOR & FRAME INSTALLATION GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To '" 1. Furnish and install sealants for calking door frames .as &scribed in Contract Documents. a :. B. Products Installed But Not Furnished Under This Section - 1. Store and install wood and hollow metal doors 2. Hollow metal door frames C Related Sections - 1 . General Conditions, Division 01, and Section 06 201 apply to this Section. 2. Division 07 - Quality of sealants 3. Division 08 - Doors and Frames 4. Division 09 - Painting 1.2 Submittals: A. Quality Control - 1. Submit copy of "Installation Guide for Doors & Hardware" by Door & Hardware Institute for Architect's examination. Guide may be obtained from Door and Hardware Institute, 7711 Old Springhouse Road, McLean, VA 22102-3474 (703) 556-3990 1.3 Quality Assurance: • A. Regulatory Requirements 1 . Fire door installations shall meet code requirements. ••-• 1.4 Delivery, Storage, & Handling: A. Wood Doors- 1 . Do not have doors delivered to building site until after plaster, cement, and taping compound are dry. If doors are to be stored at job-site for more than one week, seal top and bottom edges. 2. Store flat on a level surface in a dry, well ventilated building. Cover to keep clean hut allow air circulation. 3. Handle with clean gloves and do riot drag doors across one another or across other surfaces. • 4. Do not subject doors to abnormal heat, dryness, or humidity or sudden changes -- therein. Condition doors to average prevailing humidity of locality before hanging. EXECUTION - PART III 3.1 Installation: • A Doors- 1. General- a. When Project is completed, doors shall not bind, stick, or be mounted so as to cause future hardware difficulties. Page 16. 1/15/93 _. -- Lee•Ruff•Stark Architects- • Y • • + tri, • .�,.� ,nq.v.•nnw,.,nrA"Orli??hX�7761� +,M14Y`iMtYM.'�-•,s,ww.,.,.., • • ,7,y Pr d Sejot 1pkf Division 06-Woe:&Plastics {�` ' Tigard/Metzger Meeting House ,r�,;�'•, � • b. Do not impair utility or structural strength of door in fitting of door, applying hardware, or cutting and altering door louvers, panels, or other special details. • c. Read Hardware Manufacturer's instructions priorto mounti )g hardware • and follow as closely as possible. d. Mount closers on stop side of door(Parallel Arm) where possible. 2. Wood Doors- a. Use hardware templates furnished by Hardware Manufacturer when mounting hardware. b. Set hinges flush with edge surface. Be sure that hinges are set in a w straight line to prevent distortion. c. Mount door latches high in strike plate opening so when door later settles, latch will not bind. B. Hollow Metal Frames- Oft 1. Fill frames shown in framed insulated walls full of spray urethane foam. Trim excess before installation. 2. Set frame in location and level head. 3. Equalize with adjustable floor anchor. 4 Set spreaders and fasten jambs to floor and wall. a. Wood spreaders shall be square, fabricated from lumber one inch minimum thick, be same length as door opening at header, and same depth as frame depth. b. Cut notches for frame stops. c. De not rer ove spreaders until frames are permanently anchored in wall. d. Use one spreader at base of frame and another at strike level. e. Do not use temporary spreaders welded to base of jambs during installation of frame. 5. Install four anchors minimum per jamb. a. Locate anchors at centerline of hinges and at base of jamb. 6. Tolerances- a. Squareness - 1/16 inch from top edge to opposite top edge. b. Plumbness - 1/16 inch from top of jamb to bottom of jamb. c. Alignment - 1/16 inch from plane of left side face of jamb ti right side face of jamb. d. Twist - 1/16 inch across throat of jamb plane measured across each face to plane of opposite jamb throat. E. Finished Clearance Between Door& Frame - 1) 1/16 inch at head and hinge jamb plus 1/16 maximum 2) 1/8 inch at strike jamb plus or minus 1/16 inch maximum. 3) 1/2 inch to top of finished floor surface or •/4 inch to top of threshold, plus or minus 1/16 inch maximum. 7. Calk around both sides of frame. END OF SECTION 06 221 SPEAKER ENCLQQURES GENERAL - PART I Y 1.1 Summary: A. Includes But Not Limited To - ' 1. Furnish and install framed speaker enclosures as described in Contract b Documents. Lee•Ruff•Stark Architects 11151Q3- Page 17 • ' -1 *1*� ^► I ,, yt : .,0f''Irt�a 'r.'8'.-r k;', w , - A p4,. f �l�,yl'Y4 Division 06-Wood&Plastics TigardlMatzger Mooting House . • . „% ' B. Rolated Sections- t,,,, 1. General Conditions, Division 01, and Section 06 201 apply to this Section. 2. Section 06 110 - Blocking 3. Division 07 - Insulation I y 4. Division 13 - Speakers 5. Division 16 - Metal speaker mounting rings and speaker cables I PRODUCTS - PART II 2.1 Wood: 't A. As specified in Sections 06 110 and 06 115. EXECUTION - PART III I • ' le 3.1 Installation: A. Cut holes required for installation of mesal speaker mounting rings. a END OF SECTION I ab I y. Q._.6 401 GENERAL ARGHITEQTURAL WOODWORK GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- I i 1 Fabrication of Architectural Woodwork and installation of cabinet hinges & catches, drawer& tray guides, adjustable shelf standards, and surface bolts I Ai associated with Architectural Woodwork. o B. Products Furnished But Not Installed Under This Section - 1. Architectural Woodwork described in Contract Documents. ti a. Where room numbers are given of Drawings for locations of certain itemsi f specified in this specification, it is done as an aid and is not intended to be inclusive. Furnish all Architectural Woodwork described in Contract 0 Documents. C. Related Sections - I '`1 1. General Conditions and Division 01 apply to this Section. 2. Section 06 100 - Furring and blocking 3. Division 09 Filling of nail holes and finishing t 1.2 Submittals: I A, Product Data, Shop Drawings, Samples- ilit 1. Submit Manufacturer's literature of specialty items not manufactured by Architectural Woodwork firm. r 2. Submit shop drawings in • accordance with Section 01 340. y ,t 3. Submit samples of wood specie which is to receive transparent finish, if requested by Architect. ,� ,� 1.3 Delivery, Handling, A. & Storage: Assemble work at mill and deliver ready for erection insofar as possible. B. Protect millwork from moisture and damage while intransit to job site. Unload and store in place where itwillbe protected from moisture and damage and convenient touse. PRODUCTS - PART II 2.1 Materials: A. Lumber- •• 1. Grade- a. No defects in boards smaller than 800 sq in. b. One defect per additional 150 sq ,nches in larger boards. c. Select pieces for uniformity of grain and color on exposed faces and edges. Page 18- 1115/93 Lee•Ruff•Stark Architects ..... J . . . . . .h; . . • . b /f , 9 Tigard/Metzger Meeting House Division 06-Wood&Plastics d. No mineral grains accepted. 2. Allowable Defects- -- a. Tight knots not exceeding 1/8 inch in diameter. No loose knots permitted. b. Patches (dutchmen) not apparent after finishing when viewed beyond 18 inches. :i'c. Checks or splits not exceeding 1/32" x 3" and not visible after finishing when viewed beyond 18 inches. ! ' d. Stains, pitch pockets, streaks, worm holes, and other defects not mentioned are not permitted. s e. Normal grain variations, such as cats eye, bird's eye, burl, curl, and cross grain are not considered defects. 3. Length - a. Use maximum lengths possible, but not required to exceed 10 feet • without joints. No joints closer than 6 feet in straight run. 4. Moisture content - -' a. 6%maximum at fabrication. b. No opening of joints due to shrinkage is permitted. B. Panel Products - 1. Core shall be medium density fiberboard with minimum weight of 37 lbs/cu ft. 4' 2. Hardwood veneer shall be plain sliced AWI Grade 1, HPMA Grade A, NWMA ,..4 premium Grade, or APA Grade A. Cabinet interiors and shelving shall be Melamine or Kortron. 3. Exposed and semi-exposed edges of panel product with one or beth faces having hardwood veneer shall have 3/4 inch edge-band of wood species matching hardwood face veneer. Panel product with both faces Melamine or Kortron shall have PVC'T' molding. 4. Glues used in manufacture of panel products shall be Type I or II. 5. Moisture content shall be same as specified for lumber. -- 2.2 Fabrication: A. Fabricate work in accordance with measurements taken on job site. B. 'Ease' sharp corners of exposed members to promote finishing and protect users from slivers. C. Fabricate so veneer grain is vertical. D. Join members by pressure glue and biscuit joints, or pressure glue and dowels. E. Finish Tolerances- 1 . No planer marks(KCPI)allowed. Sand all wood members and surfaces to 100 grit. ' 2. Maximum Gap - None allowed. 3. Flushness Variation - 0.015 inch maximum. 4. Sanding Cross Scratches - 0.250 inch maximum 5. Compatibility of grain and color from lumber to panel products is required. 6. Plug screw holes. Screw locations not to be visible beyond 18 inches. F. Install Hardware in accordance with Manufacturer's directions. 1. Leave operating hardware operating smoothly andquietly. EXECUTION - PART III 3.1 Adjustment & Cleaning: A. Remove or repair damaged surface of or defects in exposed finished surfaces of millwork to match adjacent similar undamaged surface. END OF SECTION I 06 410 CUSTOM CASEWORK •e• u tark Architects 1/15/93- Page 19 . ' , _1 . .0,,„,„,...iiw �.. r _x , . j I .f t 7 44�r ' t Division 06.Wood&Plastics Tigard/Metzger Meeting House """ rFr, ',j;,�.' wt 1 a k , . • at ! GENERAL - PART 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Custom casework shown in following areas- ' a. Serving Area b. Materials Center .M. c. Offices d. Mother's Room t, • e. Sacrament Preparation Room { 2. Wall-hung Counters ow 0. B. Related Sections- 1. General Conditions, Division 01, arid Section 06 401 apply to this Section. 2. Section 06 201 - Installation ' �' 3. Division 12 - Manufactured Casework f; 4. Division 15 - Plumbing 1.2 Submittals: A. Product Data & Shop Drawings- 1. Submit Manufacturer's product data for hardware to be used. 2. See Section 01 340. r B. Operations&Maintenance Data- b. 1. See Section 01 130. 2. Manufacturer's literature or cut sheets for plastic laminate, hardware, and adjustable pulpit mechanism. 3. Color selections. i . ' :'. • f' PRODUCTS - PART II 2.1 Wood: k A. Exposed Parts- ; 1. Solid wood - Plain sawn Red Oak. 2. Plywood - Plain Sliced Red Cak. B. Semi-exposed parts shall be species as required for',WI custom grade. y 2.2 Casework Doors: A. Doors shall be solid core. , 2.3 Plastic Laminates: d A. Quality 1. Counter tops shall meet requirements of NEMA L.D-3-1985 - 111 a. For Applied Edges - GP 50. I /� b. For Rolled Edges - PF 42. 2. Other laminates shall meet requirements of NEMA LD-3-1985 - £, I a. Vertical Applications - GP 28. b. Horizontal(other than countertops) - GP 38. 3. Balancing Material 0.020 inch thick minimum. I 4. AWI Quality Grade - Premium - B. Assemblies - 1 . Counter tops shall meet requirements of ANSI A161.2.1979. 2. Adhesives for other than post-formed types shall be Spray Grade, High Heat Resistant, Neoprene Contact Adhesive. C. Color, Pattern, & Finish - As selected by Architect. 2.4 Cabinet Hardware: u A. Cabinet& Drawer Pulls- 00 1. US25D steel bow handles, 4 inches long minimum. 2. Qualit; standard - Harele 116.07.471 B. Cabinet Adjustable Shelf Supports, 32mm System - 1 . Vinyl coated steel, pin size 4.7 mm x 5/16" 17g° 3 ee• uH•Stark Architects i J j ,,1 ,,-;, "'.'",.0.1.6"'.'",.0.1.6k,4 • . ... , , . ,. • • • , ` • w , 1 .,ij1'9+'r t41:4. ! 00. 44 { ?.7..spoirop*iflArjrror , Division 36-Wood&Plastics '`� Tigard/Metzger Meeting House S ..... t 2. Quality Standard - Knape & Vogt 348 ,.- C. Cabinet adjustable Shelf Standards&Supports- 1. Quality Standard - Knape&Vogt 255&256 D. Cabinet Hinges- 1. European style, self-cloning 2. Quality Standard - Grass 2-Dimensional Series E. Guides- 1. Full extension, steel ball bearings. 100 lb load rating for standard and pencil drawers, 150 for lateral file. 2. Quality Standards- a. Pencil Drawers - Accuride 2006 b. Standard Drawers - Accuride 3832 c. Lateral Files - Accuride 4005 F. Cabinet Surface Bolts(inactive leaf) - 1. Quality Standard - Ives 043-2" G. Cabinet&Drawer Locks- 1. Pin tumbler type suitable for location. Key locks separately Stamp keys consecutively beginning with "1". • 2. Approved Manufacturers - a. Chicago h. Corbin c. National 2.6 Material Center Gate: A. Two Hingis 1. N ckinney - TB 271.4 2. ;.Manley - FBB 179 3 Hager - BB 1279 4. H Soss - 450 TBB 5. Lawrence - BB 4101 B. One Gatelatch- 1. Secret Gate Latch 989 by Knape& Vogt C. Two Silencers- 1 . GJ 65 by Glynn Johnson 2. 308D by Hager 3. 21 by Ives 4. 1337 B by Quality 5. 1229 B by Trirnco D. Equal as approved by Architect prior to bidding. See Section 01 630. 2.8 Fabrication: A. Cabinet Component Thickness & MaLrial - 1. Ends, Divisions, Bottoms, Tops - 3/4 inch panel product with hardwood veneer on outside and Melamine or Kortron interior faces. 2. Rails - 3/4 inch edge-banded panel product with hardwood veneer outside exposure and Melamine or Korlron interior face. 3. Shelves - Edge-banded panel product with Melamine or Korlron faces, 3/4 inch thick for spans up to 36 inches and one inch thick for spans 36 to 48 inches. a Prcvide Hafele or equal center supports for spans over 48 inches. 4 Bac!-s - 1/4 inch nominal panel product with Melamine or Korlron faces. 5 Doors - 3/4 inch hardwood edged and faced panel product with Melamine or Kortron interior face. 6. Drawer Sides, Backs, & Subfronts - 1/2 inch panel product with Melamine or Korlron faces. 7. Drawer Bottoms - 1/4 inch nominal panel product with Melamine or Korlron face. 41 8. Drawer Front - 3/4 inch hardwood edged and faced panel product. ° r res•Fluff•Stark Architects — in 5/63-Page 21 .............-.._..... .. .::.dam h . • . \I '''.'. ' '.- ' 0 j • ez ew�� v�r r rr w • i "1Nr#�',,0* ti 4 P . 1.--- .. , . ,,,,,,, . . .. 4 R Division 06-Wood&Plastics Tigard/Metzger Meeting House • 9. Removable Dividers & Shelves - 1/8 inch hardboard, smooth both sides. Color I F to match cabinet interior. . B. Trays and drawers to have guides. 1 END OF SECTION t 06 415 CLOSET & STORAGE SHELVING Y •I GENERAL - PART I 1.1 Summary: • A. Products Furnished But Not Installed Under phis Section - 1. Shelving not part of casework, including mounting hardware. B. Helated Sections II - 1. General Conditions, Division 01, and Section 06 401 apply to this Section. 2. Section 06 201 Installation. • PRODUCTS - PART II 2.1 Shelves: A. Use 3/4 inch hardv�ood Panel Product with 3/4" x half-round Red Oak nosing. 2.2 Shelf Brackets & Standards: • A. Brackets - 187ANO extra heavy duty brackets by Knape&Vogt, Grand Rapids, MI. +:J. 1. Size according to shelf width, end of bracket to be within 2 inches of front edge of a shelf. • B. Standards - 87ANO extra heavy duty standard by Knape& Vogt, Grand Rapids, MI EXECUTION - PART III 3.1 Installation: A. Attach standards by screws into framing members or special blocking. Utilize all available pre-drilled screw holes in standards. END OF SECTION 06 420 PANELWQRK GENERAL - PART I 1.1 Summary A. Includes But Not Limited To el , 1 . Furnish and install wood paneling and associated trim not part of casework. B. Related Sections .'.` 1. General Conditions, Division 01, and Section 06 401 apply to this Section. 1.2 Submittals ' A. Shop Drawings 1. See Section 01 340. s.4 2. Submit shop drawings confirming dimensions and conformance with Contract ,. • Documents. I `CI PRODUCTS - PART II .. 2.1 Materials A. Flush Paneling For Transparent Finish 1 . Hardwood plywood with plain sliced Red Oak face veneer. 2. Solid trim shall be sawn Red Oak. 46.4.00...-.. STAIFIWO iKA_HANDRAIL1 • fag® 22 - 1/M93 ee•Ruff•Starkr7�Ti^- Ttects f rrxas.,-ate' 1r,.diti . igli. .. �- . , ,r ..• • TlgardlMetzger MeetJng House _ Division 06•Wood&Plastics 1 l M GENERAL - PART I 1.1 Summary: • } A. Products Furnished But Not Installed Under 1 his Section - 1. Handrails at Rostrum B. Related Sections - i • 1. General Conditions, Division 01, and Section 06 401 apply to this Section. . 2. Division 05 - Handrails to second floor ' 3. Section 06 201 - Installation PRODUCTS - PART II "sie 2.1 Hardwood Handrails at Rostrum: A. Plain sawn Red Oak,one piece with no splices. 0 • ... 2.2 Handrail Brackets at Rostrum: I A. Polished aluminum. B. Approved Manufacturers - • 1. Builders Brass Works .. 349 __. 2. Equal , approved by Architect prior to bidding. See Section 01 630. END OF SECTION 0_450 STANDING_ &JIVNNING TRIM GENERAL - PART I •� 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Chair rails 2. Folding partition hardwood jambs&trim ! 3. Hardwood trim at light coves, speaker cabinets, etc. 4. Hardwood base I 5. Hardwood trim for wall covering 6. Hookstrip units 7 Softwood trim at ceiling MINIS8. Casings, stops, handrails u jambs }'• ..t ' i. B. Related Sections - 1. General Conditions, Division 01, and Section 06 401 apply to this Section. „ 2. Section 06 201 - 'listallation +!' u, 3. St rtion U6 205 Remaining wood trim ' , PRODUCTS PART II ir ` 2.1 Interior for Transparent Finh h: ® A. Solid wood shall be plain sawn Red Oak. ' �{ tl ,� B. Paneling shall be panel product with plain sliced Red Oak veneer. ' 2.2 Interior for Opaque Finish: y . A. Applies to ceiling trim only. v`' " I B. Solid wood shall be any species allowed by AW! Cus'om grade. ' • 2.5 Coat & Hat Hooks: ,,11"'"f :i�,, A. Approved Manufacturers - i, • , I 1. UB9 by A J Washroom Accessories,New Windsor, NY ,1,,• 2. 649 by Builders Brass, Los Angeles, CA • 3. 581 by H B Ives, New Haven,CT END OF SECTION t _I Lee•Ruff;Stark Architects — 1/15/93- Page 23 4 _.. n..... .. ::NYkI•kyr* .... r' 91.•4it �1.? ao 1. 7 •3 • t ' ' 1 . i r� �. • . . . . . .. . I-- . ... .. ...._ . , , . Division 06-Wood&Plasticsh gardiMetzger MengetiHouse S - BLANK PACE i 4 ID l lik r- I k. , 0 • w.., /111V0-7-T1137§1 ----------_--_._----..__- -------- ---------- Lee•Ruff•Stark Architect e ,i 414)1; • I a1ix4)1; is 1._ TIardlDivision 07-Thermal&Moisture Protection '',i,,,f,,‘ . Meta er Meetin9 House DIVI . . ► 0 - . i 1.1 _ • „ • ; . ; ` • w1 07 150 DAMPPROOFING 07 160 BITUMINOUS DAMPPROOFING WO II. I 07 190 VAPOR RETARDERS 07 192 LAMINATED VAPOR RETARDERS 07 195 AIR BARRIERS 07 196 AIR INFILTRATION BARRIERS 07 200 SNSULATION 07 212 FACED BATT& BLANKET INSULATION • 07 213 EX,RUDED POLYSTYRENE BOARD INSULATION 07 270 FIRESTOPPING 07 276 PENETRATION FIRESTOPPING 07 300 SHINGLES & ROOFING TILES 07 312 FIBERGLASS SHINGLES 07 400 MANUFACTURED ROOFING & SIDING { - 07 460 METAL SIDING • 07 471 METAL SOFFITS J 07 472 METAL FASCIA • • l 07 500 SHEET ROOFING { 07 527 MODIFIED BITTUMEN SHEET ROOFING 1 07 600 FLASHING & SHEET METAL , • 07 621 GALVANIZED IRON FLASHING&COUNTERFLASHING 07 622 ALUMINUM FLASHING&COUNTERFLASHING . • 07 634 METAL VALLEYS 07 637 ALUMINUM GUTTERS& DOWNSPOUTS 07 650 FLEXIBLE FLASHING • • 07 700 ROOF SPECIALTIES & ACCESSORIES 07 725 RIDGE VENTS 07 900 JOINT SEALERS ' 07 920 SEALANTS& CALKING Zeii•Puff•Stark Architects —1115193 ' Page 1• . w ••. • Division 07•Thermal&Moisture Protec1lon ... TlgardJMetZEMeetlng Hgrse BLANK PAGE .., air or I 1 1 1 1 isaoe1-111 193 _ �— --+� —wee• Ruff•stark AichTtecls i • err40,0 ' 7lgard/Metzger Meeting House Division 07•Thermal&Moisture Protection 41 07 160 Q BITUMINOU-$- AMPPRQOFING • 41 GENERAL - PART I 1.1 Summary: ) • A. Includes But Not Limited To - 11. Furnish and apply to exterior foundation walls and top of footings as describe) in Contract Documents. B. Related Sections - j _. 1. General Conditions and Division 01 apply to this Suction. - 1.2 Delivery, Storage, & Handling: ;. • • A. Store asphalt emulsions at 40 deg F or above. PRODUCTS - PART II •i• ' 2.1 Materials: I= A. Approved Manufacturers - .. 1. Foundation Coating C-13-E by Genstar F;ntkote, Irving, TX 1 2. Hydrocide 600 by Sonneborn Building Products, Minneapolis, MN 3. Tex-Mastic 720 Foundation Coating by J F' Petroleum Products Inc, Dallas,TX 4. Karnak 100 by Karnak Chemical Corp, Clark,NJ 5. Sealmastic Asphalt Emulsion Dampproofirg Type I by W R Meadows, Elgin, IL •• 6. Equal as approved by Architect prior to bidding. See Section 01 630. r EXECUTION - PART ill 3.1 Application: - A. Apply primer(asphalt emulsion with 1/5 volume o°water added on job) at dilute rate of 1- 1/2 gal per 100 sgftof wall surface. Before applying next coat allow primer coat to properly • • dry. . B. Apply one coat asphalt emulsion at rate recommended by Manufacturer. , C. Do not apply when temperature is below 50 deg F or when rain is expected which would wash materials from surface. D. Apply dampproofing from finish grade line down to and including top of footings. END OF SECTION 07 192 LAMI-NATED.(APOR RETARDER 2 GENERAL - PART I • 1.1 Summary: • A. Products Furnished But Not Installed Under This Section - • 1. Laminated vapor retarders and lap sealant or seam tape for installation under interior slabs-on-grade. • B. Related Sections - 1. General Conditions and Division 01 apply to this Section. . 2. Division 02 - Installation 1.2 Submittals: i A. Quality Control - 1. See Section 01 340. ' 2. Product data on vapor retarder and lap sealant or seam tape. ii ,.. PRODUCTS .• PART II , 2.1 Laminated Vapor Retarder: • A. Comply with Fed Spec UU-B-790a and VA and FHA minimum properly standards as vapor retarder under concreteslabs. B. Approved Manufacturers - :..•, f. 1. Moistop, 96 inches wide by Fortifiber Corp, Los Angeles, CA 2. Damproof XX oy Nical Inc, Hollister,CA i'• is j' • lee•Ruff•Star cT iallects -` 1/15/93-Page 1 L___. ....-J T .1 / • t r' • • • Division 07-Thermal&Moisture Protection Tigard/Metzger Meeting House 3. Griffolyn T-85 by Reef Industries, Houston, TX • 4. Rufco Super Sampson 400 by Raven Industries, Sioux Falls, SD fai 2.2 Lap Sealant: • A. As recommended by Vapor Retarder Manufacturer for under-slab installation. 2.3 Seam Tape A. Approved Manufacturers - .. alb 1. Fortifiber-Grade 495 pressure sensitive tape. 2. Griffolyr - • • a. Fab Tape double sided asphalt base pressure sensitive tape b. Sriff Tape fia 3. Rufco - Pr assure sensitive tape. END OF SECTION i 07 196 AIR INFILTRATION F3ARRIERS GENERAL - r'ART I 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install air infiltration barriers on exterior side of exterior wall sheathing . as described in Contract Documents. • B. Related Sections • - 1. General Conditions and Division 01 apply to this Section. 1.2 References: A. ASTM E 96-90,"Standard Test Methods for Water Vapor Transmission of Materials" 1.3 Submittals: A. Quality Control- 1. Submit copies of test results showing performance characteristics equaling or exceeding those specified. PRODUCTS - PART II 2.1 Air Retarder: A. Spunbonded olefin. B. Performance Characteristics- 1. Air leakage at 25 mph wind pressure of 0.10 cfm/ft2 maximum in accordance with Air-Ins Inc M2 Test. • 2. Water Vapor Transmission of 65 perms minimum in accordance with ASTM E 96- 90, Method A. 3. Water penetration Resistance of 90 cm minimum in accordance with AATCC 127. C. Approved Manufacturers - 1. Tyvek Housewrap by Du Pont Company, Wilmington, DE • 2.2 Sealing Tape: A. Approved Manufacturer- • 1. Air Retarder Tape by 3M,St Paul, MN • EXECUTION - PART III 3.1 Installation: A. Install in accordance with Manufacturer's instructions over exterior wall : heathing. Seal joints and penetrations through air infiltration barrier prior to installation of fir ish material. 3.2 Field Quality Control: A. Air infiltration barrier is to be air tight and free from holes, tears, and punctures. At completion of installation, inspect exposed air infiltraticn barrier for holes, tears, and punctures and repair damaged areas. END OF SECTION a�ge t- 1/15/93 — muff•Stark Arc-Fi ttectss slalom] • • I I I 'I I • Co -r srd/Metzger Meeting House Division 07•Thermal&Moisture Protection 07 212 FACED BATT & BLANKET INSULATION GENERAL - PART I 1.1 Summary: • A. Includes But Not Limited To • - 1. Furnish and install batt insulation as described in Contract Documents. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 1.2 References: A. ASTM C 665-88, "Specification for Mineral-Fiber Thermal Insulation For Light Frame • Construction and Manufactured Housing" PRODUCTS - PART II • 2.1 Insulation: A. Kraft or foil faced meeting requirements of ASTM C 665,Type II, Class Cor Type III,Class "' B. 1. If two layers of insulation are used to attain required"R"factor, only layer towards interior of building shall have facing. B. Order insulation by"R"factor rather than"U" factor, rating, or thickness, either 16"or 24" wide according to framing spacing. C. "R" Factor Required- 1. Ceilings - 38 2. 10"Laminated Veneer Lumber Framing - 38 3. 8"Laminated Veneer Lumber Framing - 30 4. 2x6 Framing - 19 5. 2x4 Framing&Speaker Enclosures - 11 2.2 Approved Manufacturers: A. Certainteed Corp, Valley Forge, PA B. Knauf Fiber Glass, Shelbyville, IN C. Manville Corp Fiberglass, Denver, CO D. Owens-Corning Fiberglass Corporation, Toledo, OH E. Pabco. Houston, TX F. Rockwool Insulation Division, Englewood, CO G. U S Gypsum"Thermafiber",Chicago, IL H. Western Fiberglass, Inc, Salt Lake City, UT Equal as approved by Architect prior to bidding. See Section 01 630. 2.3 Source 'Duality Control: A. Insulation shall be manufactured in compliance with UBC or other applicable building codes. EXECUTION - PART itI 3.1 Installation: A. Install in accordance with Manufacturer's directions, in compliance with UBC or other applicable building codes, and as follows - 1 . Leave no gaps in insulation envelope. 2. Install insulation between jambs&framing, behind plumbing&wiring and in similar places. 3. Fit ends of baits snug against top and bottom plates. 4. Where Insulation Is not enclosed by structure or drywall,support in place with wire or other suitable material and use only foil faced Insulation. 5. Install baffles between trusses at ventilation spaces. Tee•Nutt.Stark ArchTtii—rts 3)93• Page 3 • • . , , . . . . . ..._ . , . F 71 4, I Division O7-Thermal&Moisture Protection TigardNletzger Meeting House 6. Do not cover recessed light fixtures with insulation. Cut out insulation to provide a minimum of 6 inch clearance around recessed lighting fixtures. _- • 7. Adhere insulation in speaker enclosures with spray adhesive, placing insulation facing against enclosure surface. • j ; END OF SECTION i. 07 213 ___EXTRUDED POLYSTYRENE BOARD INSULATION i Y4f - GENERAL - PART I a`' . 1.1 Summary: '' A. Includes But Not Limited To - 1. Furnish and Install on interior side of perimeter foundation walls and under floor slabs as described in Contract Documents. "" B. Related Sections - � . .. 1. General Conditions and Division 01 apply to this Section. - - • 1.2 References: A. ASTM C 578-87a, "Specification for Preformed, Cellular Polystyrene Thermal Insulation" 1 '' PRODUCTS - PART II IA 2.1 Insulation: 1 A. For Above& Below Grade Installation- 4, 1. Meet requirements of ASTM C 578, Type IV. ;. 2. Approved Manufacturers ,`' a. Amofoam CM, Amoco Foam Products Co, Atlanta, GA + ' b. Foamular 250, UC Industries, Parsippany, NJ c. Styrofoam SM. Dow Chemical Co, Midland, MI B. For Above Grade Installation 1. Meet requirements of ASTM C 570, Type X or IX. 2. Approved Manufacturers - i t a. Foamular 150, UC industries, Parsippany, NJ ! b. Grayboard, Dow Chemical Co, Midland, MI c Equal as approved by Architect prior to bidding. See Section 01 630. OW LC; 2.2 Adhesive: A. Approved Manufacturers L 1. Pro-Series PR-255 by Ohio Sealants 2. Foam Board Adhesive by Franklin International 3. Maxoond by H. B. Fuller Tech 4. Contech PL 300 by Rexnord Chemical ProductsL.. , . 2.3 Source Quality Control: ,' A. Insulation shall be manufactured in compliance with UBC or other applicable building , codes. EXECUTION - PART III 3.1 Preparation: A. Remove ties and concrete protrusions that would keep insulation from fully contacting 1 foundation wall face. 3.2 Installation: A. Install insulation in compliance with UBC or other applicable building codes and as follows II Itir - 1. Install using 3/8 inch beads of specified adhesive at 12 inches on center verticallyII " and at each vertical and horizontal joint to completely seal insulation. 2. Install against interior side of perimeter foundation walls extending downward to Q! top of footing and horizontally for 48 inches under building slab continuously i'y.i around building perimeter. END OF SECTION Page 4 - 1/15/93 Lee•Ruff•3rtark Architects d' VOISP- _. ,. fir..• a r rT ... J:...' ... I I I TIgarJlMstzQer M.�e!I House Division 07•Thermal&Moisture Protection 276 E NET_BATION FIRE.STOPPING ,.''' ' Lb:" GENERAL - PART I 1.1 Summary: A. Includes But Not Limited T� a 1. Qualiity of firestopping materials and systems used on Project w am B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Firestopping furnished and installed under Section performing work penetrating fire-rated structure. r 1.2 References: A. ASTM E 814-88, "Methods for Fire Tests of Through-Penetration Fire Stops" B. UL 1419, "Fire Tests of Through-Penetration Firestops" 4 i 1.3 Submittals: A. Product Data ow - 1. Submit Manufacturer's literature and installation instructions showing product to III be used for each type of penetration. 1.4 Quality Assurance: A. Regulatory Requirements • - 1. Firestopping materials shall be UL rated for type of penetration. 2. Ratings shall be in accordance with ASTM E 814 or UL 1479. • PRODUCTS - PART II 2.1 Material: , A. Sealant or foam system recomm3nded by Firestop Manufacturer for penetration. • ihil B. Approved Manufacturers - 1. FyrePutty by The Carbonundum Company, Fibers Division, Niagara Falls, NY az 41 2. FlameStop V by FlameStop Inc, Fort Worth, TX 3. Fire Stop System by Dow Coming, Midland, MI 4. Pensil Firestop Systems by General Electric, Wateriora, NY 5. High Performance Firestop Systems by Hilti, Tulsa, OK 6. Flarnesafeby IPC, Oakhurst. NJ 7. Metacaulk by Metalines Inc,Oklahoma r,ity. C,< ,, 8. 3M Fire Protection Products by 3M, St Paul, MN 9. Tremco Firestopping Systems by Tremco, Beach,rood, OH • `'' EXECUTION - PART III '', 3.1 Installation: A. Install In accordance with Manufacturer's directions. END OF SECTION ' 07 312 FIBERGLASyi SHINGLES • 1 GENERAL - PART I I A. Includes But Not Limited To - 1. Furnish and install shingle roofing system as described In Contract Documents. B. Products Installed But Not Furnished Under This Section - 1. Sheet metal work including valleys,drip edges,pipe jacks, etc. C. Related Sections - 21.. General Conditions and Division 01 apply to this Section. 2. Section 07 472 Drip F_dge 3. Section 07 621 - Valley Flashing 4. Section 07 634 - Valley Metal 5. Division 15 - Pipe Jacks 1 Zee•Iuif•Stark Architects 1/15/.13- Page 5 L � . , • � , • r..... ' - -, : 7 Division 07•Thermal&Moisture Protection Tigard/Metzger Meering House 1 f • 1tr� 1.2 References: • fA. ASTM D 3018-90, "Standard Specification for Class "A" Aspt,ilt Shingles Surfaced with i. I: Mineral Granules" — j" B. ASTM D 4601-E6, "Standard Specification for Asphalt-Coated (.'ass Fiber Base Sheet Used in Roofing" 1,0 1.3 Submittals: ' A. Sample- i 1. Submit full size sampie of shingle. B. Operations&Maintenance Manual Data- . 5'' 1. See Section 01 730. .,. ,:f 2. Manufacturer's literature or cut sheet for each element of system , 3. Color and style selection 4. Copy of specified warranties 1.4 Quality Assurance: - A. This specification sets minimum standards for materials and workmanship. Manufacturers bonding requirements or governing building codes shall apply where they impose higher 1.1.11' standards. 1.5 Project/Site Conditions: At A. Cold Weather Application - 1 1 . When temperature at installation will be 45 deg For less, store shingles at 70 deg -. stit Frninimum for 72 hours minimum. Do not take more shingles to site than can be , installed during same working day unless provisions to maintain 60 deg F �, rninimumstorage temperature are provided. - c 2. In addition to above requirements, do not install shingles at lower temperatures than allowed by Manufacturer for application. , 1.6 Warranty: i A. Manufacturer's standard 30 year written warranty. B. In addition to Manufacturer's warranty, General Contractor shall furnish written two year _ guarantee covering repairs and replacements for any defect or failure due to faulty workmanshipatno additional cost to Owner. 1.7 Maintenance: A. Extra Materials- 1. Provide two bundles of shingles for Owner's future use. . • PRODUCTS - PART II '' 2.1 Shingles: A. Fiberglass matt shingles meeting or exceed requirements of ASTM D 3018, Type I and following requirements - , i:. 1. Minimum manufactured weight - 300 lbs per square 2. Hip and ridge shingles shall be Factory Pre'Formed. 1, 3. ULClass A. :,, • • 4. Color as selected by Architect from Manufacturer's full color line. •i' B. Starter strip shingles shall be same as standard roofing shingles except 200 lbs per 4 square minimum and 20 year minimum warranty or bond. C. Approved Manufacturers - t 1. "Dimensional III"300#by Celotex Corp,Tampa, FL 2. "Prestique I"300#by Elk Roofing Products, Dallas, TX 3 "Timberline"300#by GAF Corp, Wayne, NJ • 4 "Woodlands"300#by Manville Corp, Denver, COQ i5 "Oakridge"by Owens-Corning Fiberglas Corp, Toledo, OH 6. "Heritage 30" 300#by Tambo, Joplin, MO 2.2 Underlayment: 'II ,*, A. Primary 1. Asphalt coated glass fiber base sheet meeting requirements of ASTM D 4601, d Tvpell, 24 lb/sq minimum and without perforations. "`; Page 6 • 1/15/03 tee•fluff•Stark Architects , y. 1' " 4. 1 I I i '✓�'' i* Cir kg�, ' ` 'TI gardlMetzper Meeouse Division 07.Thermal&Moisture Protection tlng H 1: B. Secondary- 1. Aquasel WIP by Mirafi Inc,Charlotte, NC ', : 2. Bituthene Ice&Water Shield by W. R. Grace,Cambridge, MA III 3. Ice&Water Guard by Protecto WrapCo, Denver,CO • 4. Moisture-Guard by Tamko,Joplin,MO 5. ST40SR SBS by MBTechnology, Fresno, CA �r 2.3 Nails: A. Ten gauge 1-1/2 inch long minimum barb shanked hot-dipped galvanized roofing nails (ridge - 2 inch long minimum) with 3/8 inch minimum diameter head. Use longer nails ` where additional roofing material is used or if required by Manufacturer. WA + B. Coil type noncorrosive gun-driven nails of same size as hand-driven nails are acceptable. C. Staples not permitted. 2.4 Asphalt Plastic Cement: ' •" �j A. Plastic Roof Cement by T"amko,Joplin, MO B. Kamak 86 by Kamak Chemical Corp,Clark,NJ C. Equal as approved by Architect prior to bidding. See Section 01 630. EXECUTION - PART III ' 3.1 Preparation: A. Clean roof sheathing, including removal of dirt and debris, prior to installation of underlayment. ( , 3.2 Installation: A. Valley Flashing- 1. Apply valley flashing nailing top of each section. Lap each section 8 inches in it direction of flow. Provide flashing with break at center to conform to roof , configuration. B. Underiayment- ,fi i . Secondary - a. Apply continuous 36 inch wide sheet in valley centered over valley - "° flashing. b. Apply two 36 inch wide sheets along eaves and rakes as described in . Contract Documents. Lap end joints 4 inches and side joints 2 inches. c. After installation of metal valley, apply continuous strip of secondary underlayment over edge of valley i.ietal and centered over clips. Sweep _, surface of primary underlayment along edges of valley metal to remove dirt and debris so secondary underlayment will seal to surface. d. Apply double layer at steeple location. ' Ii) layer la er to extend 3 feel�Ryond perimeter of tower base. 2) Second layer to extend une foot beyond perimeter of tower base. e. Do not leave exposed to weather more than 15 days after beginning of I installation. 2. Primary- 1I, a. Apply36 inch wide sheetsover complete deck, including area covered with secondary underlayment, as described in Contract Documents. Lap1 end joints 8 inches and side joints 6 Inches and double through valleys. b. Do not leave exposed to weather more than 30 days after beginning of installation. t 1 3. Nailing- "' i I,,,../ - a. If shingles applied as underlayment is laid, secure underlayment to deck with roofing nails or.einch infrom edge and 18 inches on center. b. If shingles not applibd as underlayment is laid, apply as above except spot mop in field and continuously seal at lower edge and end laps with asphalt plastic cement. ., v," / c. Do not drive nails through valley metal. lee•Ruff•Ctark Architects 1 ape i t • • t .1 ! ' h In" 1 i,i , , t Ile -, , Division 07-Thermal&Moisture Protection Tigard/Metzger Meet!ngHouse C. Metal Valleys- 1. Nail top of each section and lap 8 inches in the direction of flow. Seal laps with asphalt plastic cement. • r D. Shingles - 1. Cut starter strip shingles on slottedend to 9 inch width. Nail to eave granule side up in continuous mastic bed with slot end up-slope and edge overhanging eave 3/8 inch. Install shingles with 5-1/2inch nominal maximum exposure unless t Manufacturer recommends less. Lay first course directly over starter strip with iw ' ends flush with starter strip at eaves and so joints in starter strip do not coincide I with joints in first course. i► 2. Insure alignmentby running vertical line down center of roof and laying shingles t` •, from center to rake and, in addition, snapping chalk line at least each fifth course to control horizontal alignment. . 1 3. Lay shingles so end joints are offset at either 1/3 or 1/2 shingle length from • previous row. System shall be consistent over entire roof. 4.- 4. Except over valley metal, use six nails in each shingle placed on line 5/8inch- under bottom edge of next line of shingles. Place nail one inch from each end of — strip and balance evenly spaced between. Should any nail failto penetratesolid decking, drive additional nail nearby. Adjust nail gun pressure for nailing flush and tight to deck without cutting shingle surface. Over valley metal, hand tab shingles. Do not drive nails through valley metal. 5. Run chalk line so valley will be 6 inches wide attop and diverge 1/8 inch/ft down to eaves. Neatly trimshingles to this line. Clip off and seal upper insidecomer of each shingle to valley with asphalt plastic cement. 6. Use factory supplied hip and ridge shingles. Apply with 5 inch exposure, blind nailed, and tabbed with asphalt plastic cement. Run ridge shingles as directed by Architect. - : 7. Vent pipe sleeve flange minimum width 6 inches.Fit shingles under lower edge and over sides and upperedge. Set vent pipe flange in asphalt plastic cement. Embed shingles In asphalt plastic cement where they overlap flange. Apply bead of asphalt plastic cei,.ent at junction of vent pipe and vent flashing. H. Run courses true to line with end joints properly placed. Leave shingles flat without wave and properly placed. 3.3 Clouting: ' A. Clean shingles and building of soiling caused by this installation. B. Leave metals clean and free of defects, stains, and damaged finish. C. Remove debris resulting from work of this Section from roof and site. END OF SECTION 07 460 ____METAL SIDING GENERAL - PART I 1.1 Summary: A. Include::; But Not Limited To - • ' 1. Furnish and install metal siding as desci ibed in Contract Documents. B. Related Sections 1. General Conditions ani Division 01 apply to this Section. 1.2 Submittals: A. Product Data - 1. Provide Manufacturer's product data. B. Quality Control • - 1. Provide Manufacturer's installation instructions. Tiger 1/15/93 --Tee•Fluff•Stark Architect 9 I L I 1 + `. • w r, i,• Division 07-Thermal 8 Moisture Protection r TlperdlMeizger Meetin House I C. Operations&Maintenance Manual Data- ' * 1 1. See Section 01 730. 02. Copy of specified warranty. 1.3 Warranty: A. Manufacturer's written 20 year guarantee for finishes. • qd PRODUCTS - PART II `' 2.I A. 0.032 inch thick aluminum complete with accessories recommended by Manufacturer for .+ 0 proper Installation. '-'1.• 7 B. Approved Milnufacturers- la y \ , 1. AEP/Span, San Diego, OA 2. Alumax Building Spe'...alties Div, Mesquite,TX so 3. Atas Aluminum Pr.,duct,,, fi1Icntown, PA ,'. r 4. Fashion Inc., Lenaxa, KS • i 5. MM Systems Corp ,Tucker,GA i um 6. Peterson Aluminum Corp., Elk Grove, IL s ` 7. Reynolds Metals Company, Richmond,VA "' t 8. Vincent Metals, Minneapolis, MN C. Fastening Devices- �, ,. 1. Unpainted one inch aliminum screws or 1-1/2 inch ring shanked nails. 2.2 Finish: ' . 1 . f : A. Polyvinyledene Fluoride(PV2) Resin-`ease finish(Kynar 500 or Hylar 5000)for coil coating components containing 70%minimum PVF2 in resin portion of formula. Thermo cured two coat system consisting of corrosion inhibiting epoxy or acrylic latex primer and top 4 coat factory applied over properly pretreated metal. B. Color as selected by Architect from Manufacturer's sthndard colors. 1.-4 2.3 Design: A. Equal to Reynolds Metals Planewall or Kivaline as approver)by Architect prior to bidding. EXECUTION - PART III ' 3.1 Installation: -. A. Install in accordance with Manufacturer's directions. B. Isol ite dissimilar metals to prevent electrolytic action. .'• . : ' � '` C. Paint exposed fasteners to match siding. - i6.: ='~ . 17 471 METAL SOFFITS • GENERAL - PART I 1.1 Summary: r' A. icludes But Not Limited To - LIFurnish and install metal soffit as described in Contract Documents. B. elated Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 07 920 - Quality of sealants, submittal and Installation requirements. 1.2 Submittals: WA. Shop Drawings- ,, ;11 1. Provide shop drawings sc specified in Section 01 340. B. Quality Control- 1. Provide Manufacturer's written installation instructions. c C. Operations&Maintenance Manual Data- . i 1. See Section 01 730. 2. Copy of specified warranty I' Lee•Ruff•Mark Architects -17137grlsiiiii 404 - I, i ; ....1 ;., .,' t0..,, t„ .. ^w, ,.,+.ypEty "`F}"• MN ?,'Y4 Ry. r` �'ti" ' E '. v , '8r ,74'":,Y.,µ+. 1,,. f ySit!-_.+c q r.. n ".,� , a „ 4 • 1. E';1 k' Tigard/Met:ger Meettttk House Division 07-Thermal&Moisture Protection M.. 1.3 Warranty: A. Manufacturers written 20 year guarantee for finish. ,, PRODUCTS - PART II ,, es 2.1 Aluminum Soffit: "r �' A. Panels- 1. 0.032 inch thick minimum. r•' 2. Flush panel design 7 inches wide. „, � 3. Panels shall be interlocked full length of panel. B. Finish- «■ 1 1 . Polyvinyledene Fluoride (PVF2) Resin-base (Kynar 500 or Hylar 5000)finish for ; coil coating components containing 70% minimum PVF2 in resin portion of ' formula. Thermo cured two coat system consisting of corrosion inhibiting epoxy or acrylic latex primer and top coat factory applied over properly pretreated metal. 2. Color as selected by Architect from Manufacturers standard oobrs. „,r, C. Fastening Devices- 1. One inch aluminum screws or 1-1/2 inch ring shanked nails. rr D. Approved Manufacturers - • 1. AEP/Span, San Diego, CA 2. Alumax Building Specialties Div, Mesquite,TX 3. Atas Aluminum Products, Allentown, PA 4. Copper Sales Inc, Minneapolis, MN ~- ilr 5. Fashion Inc, Lenexa, KS 6. MM Systems Corp,Tucker,GA "'r ( 1 7. Peterson Aluminum Corp, Elk Grove, IL 8. Reynolds Metals Company, Richmond,VA 9. Vincent Metals, Minneapolis, MN r 2.2 Continuous Soffit Vent: e A. Approved Manufacturers - 1. Vent-A-Strip by Alcoa Building Products, Sydney, OH • 2. Soffit Louver Strips by Ampcor,Taylorsville, MS 3. Equal as approved by Architect prior to bidding. See Section 01 630. ,r.. EXECUTION - PART ill • 3.1 Installation: ' ' A. Install in accordance with Manufacturer's instructions and The Aluminum Association's "Aluminum Siding Application Manual". 1. Conceal fasteners where possible. Paint heads of exposed fasteners to match background. 2. Isolate from dissimilar metals to prevent electrolytic action. 3. Calk joints with specified sealant. . B. Repair buckling or bowing due to improper installation at no cost to Owner. .0 END OF SECTION 07 472 METAL FASCIA r ` GENERAL - PART 1.1 Summary: °" A. Includes But Not Limited To - 1. Furnish and install metal fascia as described in Contract Documents. lio B. Product Furnished But Not Installed Under This Section- 1. Drip edge C. Related Sections - 1. General Conditions and Division 01 apply to this Section. age 1 - 1/1513 Lee•Ruff•Stark Architects < "41010. , ` I l• • W �R �}"}'y�y1{ V }IAF .i Division 07-Thermal&Moisture Protection ` "` TI ard/Metzger Meeting House '' r�.i q Yl�r„ 2. Roofing Section - Installation of drip edge ,,,n r 3. Section 07 920 - Quality of sealants,submittal and installation requirements �' ,,. '� a 1.2 References: as 4 A. ASTM A 361-85 (1990), "Specification for Steel Sheet, Zinc-Coated (Galvanized) by Hot- Dip Process for Roofing and Siding" 1.3 Submittals: : ''"`,``, i A. Operations&Maintenance Manual Data- 1. See Section 01 730. r 22. Copy of specified warranty 1.4 Warranty: A. Manufacturer's written 20 year guarantee for finish. „, 4111 PRODUCTS - PART II 2.1 Material: +q A. Fascia and drip edge shall be of same material. B. Aluminum- 1. 0.032 inch thick minimum aluminum complete with accessories recommended by ! Manufacturer for proper installation. „i, 2. Standards- a. Face finish shall meet performance requirements of Test Method #7 of AAMA Specification 1402-86. Reverse side coating shall pass 73requirements of paragraphs 1.1 through 1.4 of Test Method#6. l 3. Approved Manufacturers - a. AEP/Span, Dallas,TX or San Diego, CA b. Atas Aluminum Products, Allentown, PA 1 C. Copper Sales Inc, Minneapolis,MN d. Engineered Components Inc, Stafford (Houston), TX ' e. Fashion Inc, Lenaxa, KS f. Alumax Building Specialties, Mesquite,TX , , ; g. MM Systems Corp,Tucker,GA h. Peterson Aluminum Corp, Elk Grove, IL I. Reynolds Metals Company, Richmond, VA J. Vincent Metals, Minneapolis, MN ,,. 4. Fastening Devices- 1. Unpainted one Inch aluminum screws. ' C. Steel - 1. Minimum 24 ga steel, hot-dipped galvanized to meet requirements of ASTM A 361, 1.25 oz/sq fiend complete with accessories recommended by Manufacturer 11 for proper installation. 2. Approved Manufacturers - a. AEP/Span, Dallas,TX or San Diego, CA b. Atas Aluminum Products, Allentown, PA r c. Berridge Manufacturing Co, Houston,TX d. Copper Sales Inc, Minnosoolis, MN e. Engineered Components Inc, Safford (Houston), TX f. Fashion Inc, Lenaxa, KS g. Alumax Building Specialties,Mesquite,TX h. MM Systems Corp,Tucker,GA I. Merchant& Evans Industries Inc, BurlinVon, NJ ,,- I. Peterson Aluminum Corp, Elk Grove, iL k. Reynolds Metals Company, Rchmond,VA .. I ,, I. Vincent Metals, Minneapolis, MN 3. Fastening Devices- a. Galvanized s'ani scra. Lee•Ruff•Stark Architects 11103- Page 11 I • i�4( ” • gialqJ A...»,."-, IIy , * "» •i''':',.. 'ittiat ; "+ 414' f,,, : '* *414', =M..fir. 4,4*, 44 x 4j+d�s1 • inn ,- ' ', ..„_.,„,,„...... , i Division 07-Thermal&Moisture Protection TlgardiMetcger Meeting House 1 It D. Finish- or 1. Polyvinyledene Fluoride (PVF2) Resin-base finish (Kynar 500 or Hylar 5000) for i coil coating components containing 70% minimum PVF2 to resin portion of �. ,' • formula. Thermo cured two coat system consisting of corrosion inhibiting epoxy II • or acrylic latex primer and top coat factory applied over properly pretreated metal. r a ; 2. Color as selected by Architect from Manufacturer's standard colors. �a • EXECUTION - PART III 3.1 Installation: A. Install in accordance with Manufacturers instructions. :�: ` i 1. Aluminum Fascia - In addition to Manufacturers requirements, install fascia in `, or accordance with The Aluminum Association's "Aluminum Siding Application Manual". 2. Fas'eners shall be concealed except where details might require a minimum ` ; number to he exposed mi '', Illb a. Paint heads of exposed fasteners to match background. 3. Install with slip joints at each end. Screw to substrate through pre-drilled, over- ' I size holes. 4. Isolate from dissimilar met.Is to prevent electrolytic action. 5. Calk joints with specified sealants. B. Repair buckling or bowing due to improper installation at no cost to Owner. 1 ' ENO OF SECTION 07 527 M1DIFIED BITUMEN SHEET ROOFINCa 1 GENERAL - PART I , 1.1 Summary: A. Includes But Not Limited Tn 1. Furnish and install complete two-ply roofing system as described in Contract . Documents. 2. Furnish and install minor saddles and crickets to properly lead water to drains, • around roof impediments, etc. 3. Furnish and install cant strips in preparation for flashing wherever horizontal surfaces of roof intersect vertical surfaces. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Division 03 Concrete pads and curbs for root mounted equipment 3. Division 06 - Wood pads and curbs for roof-mounted equipment 4. Section 07 220 - Roof Deck Insulation 5. Section 07 600 - Scuppers,gravel stops, and sheet metal work 1.2 References: A. ASTM D 41-85, "Specification for Asphalt Primer Used In Roofing and Waterproofing" B. ASTM D 312-89, "Specification for Asphalt Used in Hoofing" 1.3 Submittals: A. Operations& Maintenance Manual Data- ' • 1. See Section 01 730. 2. Manufacturers literature or cut sheet for each element of system "" 3. Copy of specified warranty. 1.4 Duality Assurance: A. Regulatory Requirements - 1. Membrane shall be UL fire-rated. 1.5 Delivery, Storage, & Handling: - 'age 1 • 1 1 ' ee.Thr IMF-, tecta ..,q.sw,.. ..1T..•.RIM. T.!r!.""+.*M. i . 1 ... q. • Tigard/Metzger Meeting House _ Division 07-Thermal&Moisture Protection A. Deliver materials in Manufacturers original unopened containers and rolls with labels intact and legible. iiii B. Deliver materials in sufficient quantities to allow continuity of work. Handle rolled goods so as to prevent d,,mage to edge or ends. Store rolled goods on end. Select and operate materials handling equipment so as not to damage existing construction or applied roofing. de 1 0. Store materials on clean, raised platforms or pallets with weather-protective covering. I E. Provide continuous protection of materials against wetting and moisture absorption. F. Remove wet materials from site. 1.6 Sequencing & Scheduling: is A. Coordinate with Sections whose work penetrates roof deck or require men and i;. equipment to traverse roof deck. ,,c- 1.7 Warranty: A. Installer's written two-year warranty, countersioned by Contractor as a joint warrantor. Warranty shall cover workmanship and materials and repairs or replacement of work at no -r Cost to Owner. ;3 B. Membrane Manufacturers special 15 year warranty in favor of Owner. 3 PRODUCTS - PART II ;4 2.1 SBS Membrane: — A. Approved Manufacturers& Products - 1. Bitec Inc • a. Base Ply - FS-2H Sheet b. Cap Sheet - SFM 3.5H, FR ; , 2. Malarkey Roofing Company a. Base Ply - #603 Super Base ' b. Cap Sheet - #601 High Performance Premium - 11 3. Manville Building Materials Corp. a. Base Ply - DynaBase it { ,– b. Cap Sheet - DynaKap FR 4. MBTechnology, Fresno, CA a. Base Ply - LF-60 t b. Cap Sheet - FG-90-GWH 5. Siplast Inc. a. Base Ply - Paradiene 20 b. Cap Sheet - Paradiene 30.FR 6. Tamko Asphalt Products,Joplin, MO a. Base Ply - Versa-Base 11 b. Cap Sheet - Versa-Cap FR 7. U Intec, lnc , Base Ply - Intec Modified Base Sheet b. Cap Sheet - BraVFlex FR/3 2.2 Mopping Asphalt: i A. High mel!point shall meet requirements of ASTM D 312,Type III. 1. For solid mopping to receive roof insulation Type III - 50 lbs ' 2. For mopping base ply to insulation Type III - 30 lbs , 3. For mopping between plies Type Ill - 23 lbs P. Asphalt used shall be labeled as follows- • Identification of Manufacturer and Type Finish blowing temperature Degrees F Equiviscous temperature Degrees F Flash point Degrees F 2.3 Flashing, Fastening, & Miscellaneous Materials: A. Primer - Meet requirements of ASTM D 41. B. Flashing- �%Ruff Stark Architects 1115)93- Page 13 h h ry} Division 07-Thermal&Moisture Protection Ti.ard/Metz,et Meet, • House 1 1. Manville - Dynaflex is 2. Tamko - Versaflash C. Cant Strips - Wood,pressure treated to meet LP 2-80 requirements. 'D D. Nails- 1 1. Roofing Nails - One inch head,ring shank. 2. Concrete or Masonry Nails - Case hardened. , amiki E. Tin Discs - 24 gauge,one inch ininimum diameter. 111 '4 '': F. Mechanical Fasteners For Insulation (Factory Mutual Approved) - 1. Rootgrip Plate& Fastener by ITW Buildex, Itasca, IL •: 2. Deckfast System by Construction Fasteners Inc, Wyominssing, PA • . O 'r' 3. • Perma-Fastner System by Grefco Inc,Oak Brook, IL 4. UltraFast Fastener by Manville Corp, Denver, CO ,. EXECUTION - PART IIIa . 4,, 3.1 Examination: ` j A. Examine decks for adequacy prior to commencing work. Requirements shall include- 1. Designed slope 2. Location of roof drains ` :' : 3. Smoothness �- 4. Moisture conditions , q 5. Other condition incompatible with good roofing pract ;e. i B. Notify Architect in writing of conditions which would limit guars my on part of Manufacturer I i i or Applicator. 3.2 Installation: A. Apply roofing only In dry weather. II B. Provide sufficient work force to meet completi. n requirements specified. Roofing . foreman shall be skilled in his trade and qualified to lay out and supervise the work. He . shall be present at times while work is!n progress. {. C. Kettles used for heating bitumen shall be equipped with accurate and clearly visible thermometers. Temperature at mop shall be equiviscous temperature plus or minus 25 ,,i deg F. Temperature shall never reach flash point or be maintained at or above finish • c ,. blowing temperature for more than four hours. ,,",,,,toi D. Do not allow felt machines, high-boys, mop-buckets, tractors, trailers, graveling , equipment, etc, having hard wheels on roof membrane. Do not use equipment that is not "'' approved by Membrane Manufacturer. Situate equipment and materials in such a manner • " as to preclude danger, disturbance, or interference to public safety and traffic, and to not I Al constitute a fire hazard. i E. Wood Deck- 1. Without Insulation- a. Sprinkle-mop deck and apply one layer of rosin-coated paper lapped 2 inches on sides, and 4 inches on ends. Nail 18 inches on centers In all No directions. 2. Apply balance of insulation specified. li I i 3. Solid mop base sheet, starting at low points,with 25 lbs of asphalt per 100 square feet. Lap 3 inches on sides and 4 inches on ends. Roll and broom into place. Turn up layers and trim to top of cant strip on vertical surfaces. Mop base to cant strips. 4. Mop cap sheet to base sheet in same manner with joints staggered. - 5. Prevent bitumen, felt, or other deb.is from entering roof drains or conductors. Bear cost of cleaning drains fauna to be clogged from this debris. 3 6. No phase-construction shall be allowed, e.g. applying base sheet and later - 1 applying cap sheet. . 1 7. Broom plies of felt thoroughly into hot, tacky bitumenfull felt width. Roofing having voids is subject to rejection. . r 8. Cut out and repair fishmouths,wrinkles,buckles or tears. T: Page 14 - 1/15/93 CF:eTKuff•Stark Architects 0 ;,, 1. 's k. uab • 11.104"1.0';1..; „ 4 0 bM"i.. r r r Tigard/Metzger tAeeting House Division 07-met.-..I&Moisture Protection IN til 9. Provide roof drains in sumps in accordance with Contract Document requirements. ' 10. Install projection flashings for vent pipes,electrical pipes, and stacks. hi 11. Install gravel stops over top of roofing membrane plies or, in case of canted gravel stop details, over base flashing as specified In a solid bed of flashing cement. Securely fasten flanges at a minimum of 8 Inches on centers. If a. Install two plies of 15 lbs felt in hot asphalt over flange and leather onto • roof membrane 3 inches and 6 inches respectively beyond outer edge of flange. 12. Install scuppers on top of last ply of membrane of base flashing 13. Bari Flashing System- „t wa . 41a. Solidly prime concrete or masonry surfaces with asphalt primer applied at '5',, b one gallon per 100 sqft. b. Install base flashings at vertical intersections of roof deck and waHs, .0 1, 446ill column stubs,platforms,canted gravel stop details, etc. ";, 1110 G. Metal Deck 3.3 Clean-Up: A. Remove from job site debris resulting from or incidental to this work. Clean or repair bitumen spills and damage to Owners satis{'action. END OF SECTION 0 07 621 - GALVANIZED IRON FLASHING & COUNTERFLASHING GENERAL - PART 1.1 Summary: Wrt A. Includes But Not Limited To - 1. Furnish and Install flashing, counterflashing, and hold-down clips as described in Contract Documents and not specified to be of other material. p B. Products Furnished But Not Installed under this Section ., f 1. Valley flashing C. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 07 312 - Installation of valley flashing -, 1.2 References: A. ASTM A 361-85 (1990), "Specification for Steel Sheet, Zinc-Coated ,Galvanized) by Hot- *) �'` Dip Process for Rooting and Siding" , '; I ! 1.3 Sequencing & Sche,.uling: "" A. Cooperate with related Sections during shop drawing and erection stage. i; PRODUCTS - PART II • ""1 2.1 Sheet Metal: ..i A. Galvanized iron or steel. Meet requirements of ASTM A 361,G 90. 1. 22 ga for hold-down clips . : 2. 26 ga for valley flashing. 3. 24 ga for all other. 2.2 Screws, Bolts, Nails, & Accessory Fasteners: A. Of strength and type consistent with function. 2.3 Fabrication: rJ A. Form accurately to details. B. Profiles, bends, and Intersections shall be even and true to line. C. Fold exposed edges 1/2 inch to provide stiffness. i - EXECUTION - PART III 3.1 Installation: Lee•fluff•Sterk Architects 1/16193- Page 15 ' a� r . IP' " it* IOW. 1 # • ,,: "'' is , TI.ardiMetz!sr Meet) • House `t' Division 07•Thermal&Moisture Protection '! 7 . p A. Install with small,watertight seams. 1 B. Slope to provide positive drainage. C. Provide sufficient hold down clips to insure true alignment and security against wind. la D. Provide 4 inch minimum overlap. w:: • E. Allow sufficient tolerance for expansion and contraction. ; r F. Insulate work to prevent electrolytic action.• R~ 3.2 Adjusting, Cleaning: . . • A. Leave metals clean and free of defects, stains, and damaged finish. 0.. END OF SECTION t • I ;a. Q7 622 ALUMINUM FLASHING & COUNTERFLASHINGi GENERAL - PART I a ' ': 1.1 Summary: • A. Includes But Not Limited To t 1. Furnish and install aluminum flashing, counterflashing, and hold-down clips 8s x; described in Contract Documents. B. Related Sections - 1. General Conditions arid Division 01 apply to this Section. I Illir '` 1.2 Sequencing & Scheduling: A. Cooperate with related Sections during shop drawing and erection stage. PRODUCTS - PART II 2.1 Sheet Aluminum: A. 3105-H25 alloy, mill finish. 1 '. 1. Flashing& Counterflashing - 0.040 inch thick minimum 2. Hold-Down Clips - 0.050 inch thick minimum 2.2 Screws, Bolts, Nails, & Accessory Fasteners: A. Of strength and type consistent with function. 2.3 Fabrication: A. Fr rim acx.uratriy to details.• ,t B. Profiles, bends, and intersections shall be even and true to line. C. Fold exposed edges 1/2 inch to provide stiffness. EXECUTION - PART Ill ;-' 4, 3.1 Installation: A. Slope to provide positive drainage. B. Provide sufficient hold down clips to insure true alignment and security against wind. C. Install with 4 inch minimum overlap. D. Bed overlap joints in appropriate sealant specified in Section 07 920. P. Form and lap step flashings. F. Allow sufficient tolerance for expansion and contraction. G. Insulate work to prevent electrolytic action. 3.2 Adjusting, Cleaning: A. Leave metals clean and free of defects, stains, and damaged finish. END OF SECTION 07 634 METAL VALLEYS I GENERAL - PART I 1.1 Summary: i A. Products Furnished But Not Installed Under This Section - }t; 1. Valleys complete with clips and necessary a-cessories as specified and detailed. I Page 16- 1/15/93 — Lee•Ruff•Stark Architects r .....j 1 _ • . . . , ' *AA.. jr ;.. n* #11.„,),,. .40,074,40-, 1414,4***' ~' y ick,A,0 ^4r M,d h ,y416, ,:•y 4400 0; ''x,.4,:144 i '41' O.' 1` ,' TF" :414111 TlgardlMetzgeng r Meets House Division 07-Thermal&Mol�PI�Otection w 1 B. Related Sections- 'µ. 1. General Conditions and Division 01 apply to this Section. 2. tallation specified ill Rooting Section. • 1.2 Roferencr • A. AS- 101-83(1988), "Standard Specification for Lead-Coated Copper Sheets" i 1.3 Submittals: A. Samples- is 1. See Section 01 340. 2. Submit 12 inch square sample of valley metal with product data. • `, PRODUCTS - PART II 2.1 Valley Metal: A. 16 ounce minimum lead-coated copper meeting requirements of ASTM B 101, Grade I or II. lil I B. 26 ga AISI Type 304 stainless steel with#2 or 2B finish. C. 26 ga Terne-coated stainless steel by Follansbee Steel Corp, Follansbee,WV op 1,...2 Cleats: 9 't 2.3 Screws, Bolts, Nails, & Accessory Fasteners: A. Of strength and type consistent with function. 2.4 Fabrication: �, A. Form accurately to details. B Profiles, bends, and intersections shall be even and true to line. END OF SECTION QLI$7 ALUMINUM GU.IIhRS & DOWIISPOUTS d ill Iin1 GENERAL - PART I 1.1 Summary: 0 A. Includes But Not Limited To - 1. Furnish and install gutters and downspouts as described in Contract Documents. , B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Sectio i 07 920 - Quality of sealants for joints , : 1.2 Sequencing & Scheduling: A. Cooperate with related Sections during shop drawing and erection stage. PRODUCTS - PART II L 2.1 Material: A. Downspouts - 1. Rectangular and corrugated, 0.032 inch aluminum Including necessary elbows. B. Gutters- - 1. 0.051 inch minimum aluminum. 1 C. Downspouts, Gutters, Hangers, Fasteners, & AccessDries - 1. Of compatible material. 6..,4 2.2 Finish: A. Polyvinyledene Fluoride (PVF2) Resin-base finish (Kynar 500 or Hylar 5000) for coil „- coating components containing 70% minimum PVF2 in resin portion of formula. Thermo cured two coat system consisting of corrosiorr inhibiting epoxy or acrylic latex primer and "` top coat factory applied over properly pretreated metal. 1 B. Color as selected by Architect from Manufacturer's standard colors. 2.3 Screws, Bolts, Nails, & Accessory Fasteners: A. Of strength and type consistent with function. 2.4 Fabrication: 1 -. s. 1 age IT l — 40 j {. r �. i w n' , fi y 4,,. , .,,.M,. •� .fi•yp w a"44"44W1"441gx Mf/T44'' yqu� ..ca, qnw''.1141""."4"!1, :+;sp at t 4"!rw • Division 07-Thermal&Moisture Protection TIS 1eLdiMetzger Meeting House A. Fabricate in accordance with SMACNA Manual 4th Edition. `F B. Hanger system shall be as detailed in Figure A, Page 41 of SMACNA Manual, 4th Edition. ' 41111 C. Form accurately to details. D. Profiles, bends, and intersections shall be even and true to line. EXECUTION - PART Iii 3.1 Preparation: A. Before st.,,ting work, varf!; governing dimensions at bJiiding. Inspect for conditions which would prevent installation of a first class system. Do not install over improper conditions. • 3.2 Installation: 11, A. Install in accordance with SMACNA Manual 4th Edition. B. Insulate work to prevent electrolytic action. C. Furnish and Install outlet tubes and gutter ends where required. Furnish and install 4 • expansion Joints in runs exceeding 50 feet and in runs which are restrained at both ends. �► ! ' D. Lap joints in gutter ono inch, apply sealant in joint, and rivet 2 inches on center. E. Lap joints in downspouts at least 1-1/2 inches in direction of water flow. • F. At completion of this work, block downspouts and flood gutters in presence of Architect. Repair leaks and adjust gradients for proper drainage. 3.3 Adjuating, Cleaning: A. Leave metals clean and free of defects, stains, and damaged finish. END OF SECTION 07 650 FLEXIBLE FLASHING Ot * GENERAL - PART I 1.1 Summary: A. Products Furnished Put Not Installed Under This Section - 1. Flashing for brick sills and brick veneer. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Division 04 - Installation PRODUCTS - PART II 2.1 Flashing: A. Copper Armored Sisal Kraft with three ounces copper/sqft of material. k, B. Approved Manufacturers - 1. AFCO Products Inc, Sommerville, MA 2. Fortifiber Corp, Los Angeles, CA 3. Equal as approved by Architect prior to bidding See Section 01 630. EXECUTION - PART III 3.1 Installation: A. Install in accordance with Manufacturer's recommendations. END OF SECTION 07 725 RIDGE VENTS GENERAL - PART I 1.1 Summary: w' A. Products Furnished But Not Installed Under This Section - 1. Ridge vents Page 19. 1/15/93 —� Lee-f�u1t•Stark Architects Ait • �. ' i- .,iv ' 4Mrri1u01-ole 4 4 , tOs-* �'*. "Rz� r ,.�'++ ,.':., ;:,A,,!' ,4' .. "4d° A' s.`. k r 1,4 Tigard/Metzgor Meeti'9 House Division 07-Thermal&Moisture Protection B. Related Sections- 1. Genera i Conditions and Division 01 apply to this Section. - !'! 2. Section 06 100 - Installation 1.2 Submittals: A. Quality Control ,.t 1. Submit Manufacturer's installation instructions to Ar-!.itect. 0 r PRODUCTS - PART II ""' 2.1 Manufactured Units: . A. Aluminum- r 1. 0.032 inch thick minimum aluminum complete with accessories recommended byCO ‘,4 Manuiacturer for proper installation. B. Finish • 1. Exposed Side - a. Polyvinyledene Fluoride (PV2) Resin-base finish (Kynar 500 or Hylar CII 5000) for coil coating components containing 70% minimum PVF2 In resin portion of formula. Thermo cured two coat system consisting of corrosion inhibiting epoxy or acrylic latex primer and top coat factory ,-~' applied over properly pretreated metal. b. Color as selected by Architect from Manufacturer's standard colors. `, 2. Reverse Side- , a. Coating shall pass requirements of paragraphs 1.1 through 1.4 of Test Method #6. C. Design to include weather filter. Punched louvers to provide 12 sq in of net free area per linear foot minimum. D. Approved Manufacturers - 1. Campbellsville Industries, Campbellesville, KY 2. Southam&Warburton, Pleasant Grove, UT 3. Tec-Fab Inc Division of I.T,Verdin Company,Campbellsville,KY 4. Western Metal Products,Woods Cross, UT 5. Equal as approved by Architect prior to bidding. See Section 01 630. 2.2 Accessories: . A. End plugs, connector plugs, straps, and fasteners by Vent Manufacturer. - EXECUTION - PART III 3.1 Installation: . A. Install in accordance with Manufacturer's Installation instructions as approved by Architect. END OF SECTION 07 920 SEALANTS & CALKING GENERAL - PART I — 1.1 Summary: A. Includes But Not Limited To - ,. 1 . Quality of sealants to be used on Project, Including submittal, material, and M.1 installation requirements. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 1 2. Furnishing and installing of sealants is specified In Sections specifying work to be calked. 1.2 Submittals: A. Product Data- 1 1. See Section 01 340. 2. Manufacturer's literature and installation recommendations. i Lee••Ruff•Stark Architects 1/15/93- Page 19 • ,,tea -.............__ ._ 1n h4iNj 1 ot ' "81z. .1clkil„ r-----.."-------------------------------.-"-----1-1---------------- Division 07-Thermal&Moisture Protection Tigard/Metzger Meetln�House , U e ; �� r�igl B. Quality Control '` ` 1. Furnish certificate from Manufacturer indicatingdate of manufacture. `f ''. C. Operations&Maintenance Manual Data ` , `: le 0 1. See Section 01 730 c4... 2. fa rfacturer's literature or cut sheet for each product 1.3 Quality Assurad. r" A. Sealants provided shall meet Manufacturer's shell-life requirements. ice; ma 1.4 Delivery, Storage, & Handling: A. Handle to prevent inclusion of forgi,.r matter,damage by water,or breakage. B. Deliver and keep In original containers until ready for use. C. Do not use damaged or deteriorated materials. 4., go D. Store in a cool place,but never under 40 deg F. PRODUCTS - PART II `' 2.1 Materials: ,,.., A. For Exterior Application - 1. Building- f•" a. Joints and cracks around windows b. Aluminum entrances d_. c. Door frames d. Louvers r e. Wall penetrations f. Connections g. Other joints necessary to seal off building from outside air and moisture 4.4 h. Approved Manufacturers& Products- 1) Dow Corning- a) Primer - 1200 b) Sealant - 791 2) General Electric- a) Primer - SCP 3154. b) Sealant - Silpruf 2. Sheet Metal&Miscellaneous - 1. a. Penetrations and joints in soffits and fascias "' b. Roof vents&flues c. Flashings r d. Gutters L. e. Steeple .. Approved Manufacturers & Products - 1) 791 by Dow Corning 2) Narrow Joint Sealer by Schnee-Morehead Inc, Irving,TX `"` 3) Sikaflex-1 a/Sikaflex 15LM by Sika Corporation, Lyndhurst, NJ ,- 3. Concrete - a. Horizontal and vertical expansion joints in exterior concrete walks. ^•• 1) Dow Corning- a) Primer - 1200 w- b) Sealant - 790 2) General Electric- a) Primer - SCP 3154 4,,. h) Sealant - Silpruf B. Interior Application- 1. Doors&Windows- a. Inside jambs -tnd heads of exterior door frames 444, b. Both sides of literior door frames w. c. Inside perimeters of windows d. Approved Manufacturers& Products - ague TWA Lee•Ruff•Stark Architects pV$ P f x t, ,'1V-tyls ' j ,,,,, ,,,I,x4,,‘4, ,,,.. , , ,,,„0.:, :.i . , , tl r�� .u. , .•+...._ M•...—.---, Mr+ly'••11s• 'MA1Iw ...4.,+q._J__ l +MN/ wIF+ww! .rw ...w,r.. trw x :k, r r • 1 r .A 0 +W,, w'', ,.. x•.. x'. ... �l.,.y9�:. � �. ±4��.��.'��'� +� ;:�. ,� iF" x�K fir_ `oY A. � '� ' ,i i Tigard/Metzger Motto;' : Division 07-Thermal&Moisture Protection" ,=• t-- 14;`' Dow Corning Trademate Paintable • ii 2) Equal as approved by Architect prior to bidding. See Section 01 - 630. r, 2. Joints Formed By- s . a. Countertops and backsplash to wall " j, b. Sinks to countertops ;°;. c. Approved Manufacturers& Products OD 1) Dow Coming Trademate Tile&Ceramic Sealant 2) General Electric Sanitary 1700 3. Acoustical Sealants . 11110•ra. Perimeter joints in sound insulated rooms. ; ,, b. Approved Manufacturers - 1) Sound Caulking by Ohio Sealants Inc, Mentor, OH I. 2) Acoustical Sealant by U S Gypsum, Chicago, Il ,s. i!lk C. Color- byArchitect from Manufacturer's standard colors. �, 1. As selected 2.2 Backing: A. Flexible polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant • Manufacturer for joints being sealed. EXECUTION - PART III 3.1 Preparation: A. Surfaces shall be clean,dry, and free of dust,oil,grease,dew, or frost. B. Apply specified primer. C. Joint Backing- i 1. Polyurethane rod for open joints shall be at least 1-1/2 times width of open joint 1 and of thickness to give solid backing. a. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch 3 ,,,, deep. 2. Apply bond-breaker tape in shallow joints as recommended by Sealant `''4 Manufacturer. 3.2 Application: '' A. Apply b eIant with hand-calking gun with nozzle of proper size to fit joints. Use sufficient i pressure to insure full contact to both sides of joint to full depth of joint. B. Tool joints immediately after application of sealant If required to achieve full bedding to substrate or to achieve smooth sealant surface. I C. Depth of sealant bite shall be 1/4 inch minimum and 1/2 inch maximum, but never more 41 than one half or less than one fourth joint width. i D. Do not apply calking at temperatures below 40 degF. ' E. Calk opening perimeters unless indicated otherwise. • 3.3 Adjusting, Cleaning: A. Clean adjacent materials which have been soiled Immediately (before setting) as recommended by Manufacturer. END OF SECTION 1 Lee. to rc tects 1/15/93- Page/1 a • r�� , „tiii„..,, ,,..i ., ,, , , ,,,,,,, ,6%,,ig 4, inivoolsopilriot • q, '�"'. -01;=' ".t .'! t; yq ," ''M�+;; s • ,..40.110.10,t.94.*:;#.i....;#, a :7; 0•�, i 1 :\ ..r„, Division 07•Thermal&Moisture Protection Tl ard/Metz r Meed_ng House 9 1 .t DLANK PAGE 0 i 0 r • 1 T" ' ' M` ioi .'.i ' . 1:)• —. . • r4 U r , 4 +5INtt''1iii 22 . 1/15/93 Lee•Ruh•Stark Architects I I ' i ai� .n,, ,. 4441044414 '' 9f+�tl!'A'� �� +,7t+' . 'u „qi t^^.' �, w ro • nrrnnf,s r�unf "' '�1��1 . x . 1•' r�..t :. � ilk*;� . �.k � i .t n ' tt4 *, 15 . i,.44,,' h,. _,, ,4 ,q , : } y :1,'.• ,, f.- 7 Tigard/Metzger Meeting House Division 08_ 1 DIVISION 08 - DOORS & WINDOWS is 0 08 100 METAL DOORS & FRAMES . 08 111 STANDAF'L..:TEEL DOORS . 08 119 STANDAR)STEEL FRAMES 08 200 WOOD & PLASTIC DOORS :f 08 211 FLUSH WOOD DOORS 08 300 SPECIAL DOORS t'' ff' 08 305 ACCESS DOORS 08 360 SECTIONAL OVERHEAD DOORS f } 08 400 ENTRANCES & STOREFRONTS r-. 08 410 ALUMINUM ENTRANCES&STOREFRONTS .....+ 08 411 ALUMINUM ENTRANCE HARDWARE r 08 600 WOOD & PLASTIC W.NDOWS 08 610 WOOD WINDOWS , •F I • 08 700 HARDWARE '' ',-• ,. 08 701 GENERAL HARDWARE REOIIIREMENTS '` ., 08 711 HANGING DEVICES ' ' 08 715 SECURING DEVICES 08 720 OPERATING TRIM i, 08 726 CLOSING DEVICES • t 08 733 STOPS & HOLDERS ,` 08 736 ACCESSORIES 08 738 MISCELLANEOUS FINISH HARDWARE 08 791 KEY CONTROL CABINETS I08 800 GLAZING lir 08 810 GLASS • 11 ' .‘. : .. ,... : , 1 111 .. • ., i , !' ' . Lee••Ruff••Stark Architects 111$193- Page 1 1 • :t `t ' • w, art Z !kd V�i icy T ', :4'44'�t I :•tri _. - - , . ., . . . ... .. • ,... .., —.. fl..., „.. . •' 1 Division 08 Tigard/Metzger Meeting Hods, J3LANK PAGE L, , , •.,', • • , , Ea. ,..., , . 7 I *I 1 ' k• • 1 V I i ., I • 1 1 i . • I , . , 1 I k i 4 . 6 , — Page 2• I/15/93 Lee.fluff•Start Architects . '' • • ' , . • •, * i . .. , . • 1 - I. - Y I 41 TigardlANotzger Meeting House Division011- ,:t ,'> 08 111 STANDARD STEEL DOORS ;r GENERAL - PART I ,' 1.1 Summary: A. Products Furnished But Not Installed Under This Section - • Y • 0^ 1. Hollow metal doors Y ti, a B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Door installation .. 3. Section 08 700 - Hardware a 11. PRODUCTS - PART II 2.1 Manufactured Units: A. Doors- 1 1. Grade 1, Model 1 as specified in Steel Door institute Bulletin SDI 100-83. °' ,. 2 Finish- • a. Use either of following systems- ' 1) Before assembly. clean metal according to Fed Spec TT-C-490b, .._ then prime surfaces with one shop coat. After assembly, apply • one baked-on primary coat. - 2) Galvanize -- 3. Construction - a. Mortise and reinforce doors for hinges and locks. ,--, b. Reinforce doors for closers and other surface applied hardware. • � c. Drill and tap on job. d. Seams along vertical edges of door need not 1--e filled. r"-'. e. Do not extend hinge cut out full width of door unless fill strip is inserted, weld filled, and ground smooth so no seam appears on back face plate. """ 2.2 Source Quality Control: ' A. Verification of Performance- w. 1. Label each door as conforming to above required standards. 2.3 Manufacturers: A. Any current member of Steel Door Institute. END OF SECTION '*1 ? 1 1 08 119 STANDARD STEEL FRAMES GENERAL - PART I 1.1 Summary: ' ,_ A. Products Furnished But Not Installed Under This Section - 1 . Hollow metal frames 2. Hollow metal fire rated frames. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. "f ;'. 2. Section 08 410 - Aluminum Entry Frames ', ill: • 3. Division 06 - Installation 1.2 Submittals: AP A. Shop Drawings- ,, I 1. See Section 01 340. PRODUCTS - PART II ' r 2.1 Frames: 4 I A. 16 gauge cold rolled furniture steel. `' Lite•Ruff•Stark Architects 1116/03-lige 1 4 i', eisri ,,t • }; L1W d t ,!s9Sr * 14Yb4n " t}tt, iqt r W`tt`h. a r a , 44: 10 4t '. ',,f t1' �- ki 10it e.,.: 0.:;: ,, ''''''''''':'' ',41 MA Division oe- Tigard/Metzger ard/Me °r Meeting Hous _ B. Finish- .• • 1. Use one of following systems- a. Prime surfaces with rust inhibiting primer. e b. Galvanize. C. Anchors- r 1.• 1. 14 US gauge meeting UL requirements for door rating involvec: 2. See Drawings for masonry wall anchors. Type used shall not irate fere with vertical reinforcing steel. t 2.2 Fabrication: �{ A. General Requirements- ,, s 1. Provide frame form as detailed. f 2. Frames shall be knock down or welded units at Contractor's option. il '' M' a. Provide temporary spreader on each welded frame. .j G, • ` 3. Check with finish hardware schedule. , , 4. Provide Manufacturer's gauge label for each item. 110- B. Make breaks, arises,and angles uniform, straight,and true. Accurately fit corners. .. C. Provide six jamb anchors and two floor anchors minimum per pre-installed frame. Frames ` installed after wall construction shall have eight jamb anchors minimum with each frame leg being anchored near bottom of frame. Anchors shall meet wall conditions. 2.3 Approved Manufacturers: " A. B. Any current member of the Steel Door Institute. �.r Atlanta Metal Products, Long Island, NY C. Forderer Hollow Metal Products, San Francisco,CA "`'- D. Stiles Custom Metal, Ceres, CA i..," EXECUTION - PART III 3.1 Installation: "" A. Erect frames plumb,true, and square. i B. Fill frames in framed walls full with spray i methane foam. END OF SECTION .- or 08 211 FLUSH WOOD DOORS .► GENERAL - PART I 1.1 Summary: C" ' � A. Products Furnished But Not Installed Under This Section - • 1. Flush wood doors. B. Related Sections - .,. i 1. General Conditions and Divisior,01 apply to this Section. r 2. Division 06 - Installation • 3. Division 06 - Architectural woodwork doors. A. Shop Drawings- �, 1. See Section 01 340. B. Quality Control- «•• 1. If requested by Architect, provide one extra door to Project for Owner's use for Contract Document compliance testing C. Operations& Maintenance Manual Data - 1. See Section 01 720. 2. Manufacturer's product data. w- 3. Maintenance and repair instructions 4. Copy of specified warranty. I... Page 2- 1!15/93 --"Lee•Ruff•Stark Architects .•.,, , • • ,„ •.•, - , 0 j Mtn 104 , - .. g11�11!'4 +yw7.•,ioatwww+bVA+rr.+�*w,nry•»y - . . .... k , . TlgardlMetger Meeting House - Division 08- e.—• 1.3 Quality Assurance: II A. Doors shall have Manufacturer's label permanently affixed on top of door. Label to . .- describe veneer assembly, species,cut, match, door type, and size. .. B. Conform to National Fire Protection Standards, NFPA-80, for fire-rated doo.s. Required fire-rated doors shall bear approved labels of UL or Warnock Hersey International. r,!';''"± Machining for hardware shall be complete prior to application of label. 1.4 Delivery, Storage, & Handling: A. Individually wrap in polyethylene bags and provide spacers between each door for 1 shipment and storage. ' • i . B. Do not subject doors to direct sunlight,abnormal heat,dryness, or humidity, i w... C. Deliver in clean truck and, in wet weather, undercover. es D. Deliver to building site after plaster, cement, and taping compound are dry. Deliver pre- ll finished doors after interior painting operations have been completed. E. At time of delivery of unfinished doors, seal top and bottom rails of doors that are to1111, remain on site in storage longer than seven days before they are installed. F. Store doors in a space having controlled temperature and humidity range between 20 3i• and 60 percent. • G. Store flat on level surface in dry, well ventilated space. Cover to keep clean but allow air circulation. 1' H Handle with clean gloves and do not drag doors across one another or across other surfaces. 1.5 Sequencing & Scheduling: { IF A. Coordinate with Sections 08 119 and 08 700 for pre-machining doors. 1.6 Warranty: A. Manufacturer's standard lifetime warranty. 7 1 . Warranty shall include finishing, hanging, and installing hardware if manufacturing defect was discovered after door was finished and installed. &Jo 2. Warranty to include defects in materials including following - a. Delamination in any degree. b. Warp or twist of 1/4 inch or more in door panel at time of one year warranty 0inspection. c. Telegraphing of core assembly - Variation of 1/100 inch or more in a 3 r,-, inch span. L PRODUCTS - PART II 2.1 Wood Doors: A. Face Veneer lai 1. Plain sliced Red Oak meeting requirements of ANSI/HPMA HP 1983 "A" Fare or �,,, AWI Grade I, 1/50 inch thick minimum prior to sanding at Project site. No sapwood allowed. 2. Adhere all glue lines with Type I adhesive. 3. Face veneers are to be book matched and installed in a center match pattern on each face of the door. B. Door Gi..de - Premium ,, : C. Core- 1. Fully bonded and sanded as a unit prior to applying veneers. ;', 2. Non-Rated& Fire-Pated, 20 Minutes- a. 28 to 32 lb density meeting requirements of ANSI A 208.1 Mat Formed Wood Particle Board, Grade 1-1_•1. b. Minimum sizes of stiles and roils as follows- 1) Stiles - 1-3/8 inches 2) Rails - 1-1/8 inches • 3. Fire-Rated, 45 and GO Minutes•• Ga. Mineral as standard with approved Manufacturer with inner blocking for 1 closers and locking devices. i Lee•lluR•Stark Architects i1f - Page 3 iDF': i' tiNlr•Kn'w.r«- _•>:r - .,.•....... ..• •.-.+•.r+MN..www+.+.w. t+-r• .ra► +rte _ _.A."'�•�••+ .••Mms....wm+.,w '4wn'+a^a" • ... 1, • 4 , 1105 Dhrision 08- Tigard/Metzger Meeting House ++ is 1` IL, 1:: b. Sizes of stiles and rails to be Manufacturer's standard to meet fire rating. Rails for pairs of fire rated doors to meet required fire rating without • requiring metal astragal. i r 1111 4. Stiles to be solid hardwood to match face veneer material. , 5. Rails to be mill option solid hardwood. t D. Finishing- 1. Doors to be pre-finished to match color sample and to equal AWI Finish System No. 3 Conversion Varnish, Custom Grade for unfilled,open grain woods. r. E. Approved Manufacturers- 1. Algoma Hardwoods Inc,Algoma,WI 2. Buell Doors, Dallas,TX 3. Eggers Hardwood Products Corp, Neenah, WI 4. Fenestra Wood Door Division, Oshkosh,WI , 5. Marshfield Series by Weyerhaeuser, Marshfield, WI EXECUTION - PART III 3.1 Preparation: A. Doors shall be pre-machined. END OF SECTION ,, 08 305 ACCESS DOORS 1 i iiGENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1 . Pre-manufactured access doors. 4 B. Related Sections- rj 1. General Conditions and Division 01 apply to this Section. , $ 2. Division 06 - Installation in framing or masonry. 3. Division 06 - Field fabricated access doors. 1.2 Submittals: IT'; A. Operations& Maintenance Manual Data - 1 . See Section 01 730. 2. Manufacturer's literature or cut sheets PRODUCTS - PART II IF nig 2.1 Access Doors: A. General- 1. Wall and ceiling doors fire rated. �. 2. Single leaf, flush or recessed design as specified below. 3. Manually operated with screwdriver operated lock, cam handle, and concealed ;:.....•• continuous piano hinge hardware. 4. Factory prime finish. B. Ceiling Access- 1. Quality Standard 111 - a. KRP150FR by Karp !i 2.2 Approved Manufacturers: A. Cesco, Minneapolis, MN iif B. Dur-Red Products, Cudahy, CA "`° C. Elmdur Access Doors, City of Industry, CA D. J. L. Industries, Bloomington, MN 111 i Page 4 - 1115193 Lee•Ruff•Stark Architects • C. ti i , • V , „,... r„s,rwMyYti, :;,g., o.r0,er1ou.a;,«,,,,. ,,,..._... _ _..,—, .__., .nl........�n d r .x.,• . . .. • o 9ardIMetzger Meetirxe use _ Division%- t:i, .Pi E. KarpAssociates Inc, Maspeth, NY ,uvti! :„ii” mo F. Milcor Division INRYCO Inc,Milwaukee,WI N.4, G. Nystrom Inc, Minneapolis, MN • END OF SECTION `' r fa 08 360 SECTIONAL OVERHEAD DOORS GENERAL - PART • 1.1 Summary: •• A. Products Furnished BO Not Installed Under This Section - 1. Sectional overhead door for Storage Building. B. Related Sections- 1. General Conditioi and Division 01 apply to this Section. 2. Division 06 - Prep i-Ilion of framed opening 3. Division 06 - Installer.. i 4. Section 08 715 - Cyl 'it(Standard) PRODUCTS - PART II -, 2.1 Overhead Door: A. Panels- 1. Galvanized steel,20 gauge minimum. B. Counterbalance - 1 . Oil-tempered torsion spring couoterb,ilance with grooved cable drums mounted on steel shafts extending full width of opening. 2. Attach to door with galvanized steel lift cables. --, C. Tracks- 1. 2 inch galvanized steel, inclined for weather-tight closing. Ball-bearing rollers D. Finish- 1. Primed. E. Operation - 1. Manual push-up. • F. Approved Manufacturers • - - 1. Atlas Roll-Lite, Edison, NJ 2. Ceco/Windsor, Little Rock, AR ' 3. Clopay Corporation, Cincinnati, OH 4. Kinear Corp,Columbus, OH 5 Martin Door Manufacturing Model MD20, Salt Lake i;ity, UT 6. Overhead Door Corp, Dallas,TX 7. Raynor Manufacturing Co. Dixon, IL • 3. Wayne-Dalton Corp, Mt Hope, OH 9. Equal as approved by Architect prior to bidding. See Section 01 630. END OF SECTION 08 410 ALUMl1UMLNTA.B-L`l_C _-S-lTS?-AEFE.QN-T . GENERAL - PART I 1.1 Summary: Lee•Ruff•Stark Architects 1115103- age i;: ....,.. .•-...._..__ . t i. • • , it ." i/4 {7 '•r tn«,w.. ,....,....._.... _ ._,. .:,.a.-«...-..... i taasyr+.J'a.` �! wti . 54 �1t,,, . i _ . ...wti�wY...• �URw �r✓nwL..nr.".IMrJI#MRYlYUwuv xwt ,i,*^,,ti' . .�I '�yt� y ' • . • �jq � ��Ili Tigard/Me ger Meetir>y H�so ' "•',. ;< Division 08•• pi,qq t�`kM;; ' A. Includes But Not Limited To ��bt, 1. Furnish and install aluminum doors and window sections, including glazing and , iR<jr�,,• • , calking, as described in Contract Documents. 1 B. Related Sections- `4N 1. General Conditions and Division 01 apply to this Section. 2. Section 08 800 - Quality of glass and glazing 3. Division 07 - Quality of sealantsIII . ' 1.2 References: • A. ASTM B 221-91, "Specifications for Aluminum-Alloy Extruded Bars, Rois,Wire, Shapes& — I Tubes" • 'w 1.3 Submittals: A. Quality Control- ... • 1. Certificate from Manufacturer certifying that installation meets Manufacturer's standard and specification requirements. B. Operations& Maintenance Manual Data- • 1. See Section 01 730. 2. Manufacturer's literature or cut sheets 3. Color and finish selection 4. Maintenance, adjustment, and repair instructions ' 5. Copies of specified quality control certificates 1.4 Quality Assurance: • A. Certifications- 1. Certify doors are secure from unauthorized entry under normal use whet,locked. - PRODUCTS PART II 11 i 2.1 Manually Operated Doors: A Aluminum - 6063 T5 aluminum alloy, or meeting requirements of ASTM B 221, alloy OS . ; 4 10A-T5 B. Stiles& Top Rails - 3-1/2"x 1-3/4"x 0.125"thick '4, C. Bottom Rail - 10-1/2"x 1-3/4"x 0.125"thick D. Construction - Manufacturer's standard. I • E. Glazing Stops - Snap-in type with neoprene bulb-type glazing. Units shall be glazed from ,. exterior side. F. Weatherstripping - Equal to Kawneer"Sealair". ,w G. Finish- t 1. AA-M21C22A42 Dark Bronze anodized. • H. Pull - Match exit device. t I. Quality Standards- g . 1. Kawneer 350 J Approved Manufacturers ' •• 1 . Capital Glass&Aluminum Corp, Salt Lake City,UT a. Kawneer Company Inc, Norcross, GA h. PPG industries, Pittsburgh, ilt, c. Tubelite Architectural Products, Reed City, MI ` d. Vistawall,Terrell,TX , 2.2 Frames: A. Aluminum - 6063-T5 aluminum alloy or meeting requirements of ASTM B 221-88, alloy GS 10A-T5) k B. Sealer Tape - 3M '""' C. Fasteners - Aluminum or non-magnetic stainless steel. Concealed fastenings shall be cadmium or zinc-plated steel. U. Finish - Match doorse.. • E. Calking - For threshold only, as required in Section 07 920. • F. Approved Manufacturers - ,, 1. Quality Standard For Single Glazed Frames- NOW Page 6 - 1/15193 Lee•Ruff•Rterk7altecta L , y14i Illt, ,.:i . r. r,,..„„,„„ , , r Tlgard/Metzger Meeting House Division 0$- G; • 1 a. Kawneer Trifab"450" size 1-3/4"x 4-1'2". le 2. Quality Standard For Double Glazed Frames- 1 71, a. Kawneer Trifab"451" size 2"x 4-1/2". 3. Frames shall be from same Manufacturer as doc rs. 2.3 Glazing Characteristics: 44 A. Interior Vestibule Glazing- I 1. Clear B. Exterior Entry Doors& Storefront - 1. Gray 1 2.4 Fabrication: ' iii A. Construction shall meet Manufacturer's recommendations.Joints shall be tightly closed. . tib'. B. Adequately reinforce to hold pivots and closers. w ' it 11 EXECUTION - PART III 3.1 Erection: A. Calk threshold and make watt rtight. r .. • B. Accurately fit thresholds. C. Use sealer tape to prevent electro ytic action. r D. Follow Manufacturer's recommendations for erection. _, E. Set plumb, square, level in correct alignment,and securely anchor. Line up horizontal rail in sidelight with door rail. -- F. Adjust doors for pelect operation after glazing entry Calk joints between frames and walls, both interik.•r and exterior. "' 3.2 Protection: +� A. Protect surface from danage until Substantial Completion Inspection. Repair or replace •,! damaged materials at no cost to Owner. END OF SECTION 5', ?Sy 4 • "" 08 411 ALUMINUM ENTRANCE HARDWARE GENERAL - PART I 1.1 Summary: t A. Includes But Not Limited To- ' 1. Furnish and install (or prepare for easy installation by Door Installer) aluminum 1 door hardware listed below. f" B. Related Sections - 1. General Conditions and Division 01 apply to this Section. f, 1.2 Submittals: I A. Operations& Maintenance Manual Data - ' 1. See Section 01 730. 4 2. Manufacturer's literature and cut sheet for each item of hardware 3. Parts lists �' 4. Maintenance, repair, and adjustment instructions 5. Instructions for re-keying from Church approved keyway supplier. 6. Copy of authorized signature card for rekeying. ,41:,, ii '7. Written copy of keying information. Keying information shall include keyway supplier's name, address, and phone number. 1 III 1.3 Qt'allty Assurance: A. Hardware in this Section shall be furnished by Aluminum Storefront Fabricator. Ili 1.4 Delivery, Storage, & Handling: A. Ship all parts of door, together with above-listed hardware, to Project in complete, 11 finished package ready for installation. N Tie•Ruff•Stark Architects - 1/15143- Page 7 m • lillr Or 41,1 w �y.{r1 ..;it. 'o ,F' .', '•�i 1& 4MI0 .5 w' , 'h .j;: . 1 41., a' a_4 ,,.f,;ftrw•y , t+N r►.w. ten.s,.t.i..r.�-.4. 0 4..w.+..w 40"416.* i ;' ; : x �q!•R .ne•.,.e.n«.ri_ ` . .. ,... 11K . Division 08- T1gsr:I/Metzgengr House ill '',,,, PRODUCTS - PART II 2.1 Offset Pivots: A. Standard-Top and bottom. a 1. Install intermediate pivot when door exceeds 3'0" in width or 7'6" in height. 1''�'' 2.2 Closers: A. 6800 Series parallel arm by Dorma Door Controls Inc, Reamstown, PA B. 7700 Series parallel arm by Norton Door Control,Charlotte, NC C. 4110 Series parallel arm by LCN Closers, Princeton, IL t �''; 2.3 Exit Devices: • I • �'�;. A. Install exit devices and cylinders only on exterior doors. 4.frO ,r. B. Operation of Exterior Doors- fi. . 1. Entry shall be by key. Device shallbe locked by cylinder from outside. Key shall y � ,:: be removable when cylinder is in locked or unlocked position. I. 2. Dogging operation shall be by coin, cylinderkey, interior thumb turn cylinder, or permanently attached knob. C. Finish - Match doors. f '' D. Exterior Trim- 1. Pull '' `1E. Type - Rim. Provide strike that will allow installation of specified panic devices on ' storefront systems provided. F. Approved Manufacturers - -„ 1. "Futurabar" Rim 39 Series by Corbin, Berlin, CT 2. "Paneline"by Kawneer Company Inc, Norcross, GA • 1 3. Apex Series by Precision Hardware Inc,Detroit, MI l; 4. 500 Series by Ruscwin Hardware Group, Berlin, CT 4 .0 • �0 5. 80 Series by Sargent &Co, New Haven, CT 1....,- TM 6. "VIP Door"by Vistawall,Terrell, TX 7. 99 Rim Series by Von Duprin Inc, Indianapolis, IN 4• 4 2.4 Cylinders: t '` A. Approved Manufacturer - ""'' 1. Medeco accepting removable core with exclusive Church keyway. 4.0+ ( 2.5 Removable Cores: 1 A. Cores with Medeco Level Six HUK-IC keying system with special Church keyway. 1 1. Church& Factory Authorized Distributor - •! a. Intermountain Lock& Supply Co, 3106 South Main, Salt Lake City, UT .0 1) Utah - (800)662-5941 :4,0 2) Other - (800) 453-5386 3) FAX - (801)485-7205 C 2.8 Thresholds: A. 170A by Pemko Manufacturing Co, Ventura, CA B. 1040-A by A J May Inc, Houston, TX i`: ice' i �0..� � ` �� w � � .i W a , , I I . Tiaa►dlMetzger Meering House Division 08- .fid A. Mortise in manner to give maximum hardware-door connection strength and neatness of appearance. EXECUTION - PART III 3.1 Installation: '4 A. Key Delivery- 1. Provide change key with Project removable cores. i .- 2. Prior to Final Acceptance Meeting, send remaining security keys and copy of authorized signature card to one of following as directed by Architect- a. Stake President b. Stake Physical Facilities Representative c. Multi-Stake PM Supervisor ID d. Area Physical Facilities Representative e. Architect 3. Immediately prior to Final Acceptance Meeting, install Project removable cores and turn change key over to Owner. Arrange to have Project keys brought to Project and in meeting attended by local representatives and Architect,test every 10%. ., . . new key and new and rekeyed locking mechanism. Explain keying system by . using copy of Operations& Maintenance Manual Data. B. Prior to Final Acceptance Meeting,building security shall be maintained as follows- 1. By hardware provided by Contractor which will not remain in completed Project. 2. By Project hardware with removable cylinders provided by Contractor which will not remain in completed building. 3.2 Entry Door Keying Schedule: ;;". A. Exterior Entry Doors- Key Stamped #of Keys Door's Operated _ 1. BA 1 EXT 60 116, 151. 171 a. These doors are also opened by BA Masterkey,and B Grandmaster key. b. Only one cylinder is required for each pair of single doors. B. Exit Only Doors- r 1 . Dogagable - 101. 117, 170, 186 2. Not Doggable - 13_1 C. Interior Vestibule doors have push-pull operation. ... D Security fvMasterkeys&Grandmasterkeys- 1. Provide for security key systems for future buildings or Stakes utilizing BB, BC, • FiD, BE, BF, BG, BH, BI, BJ, and BK Master key systems under the L Grandmaster key. 2. Provide five BA master keys. 3. Provide two B grandmaster keys unless building is to be included in existing security keying system. END OF SECTION " Q8A10 WOOD WINDOWS GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - Wood windows B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Installation Lee•Ruff•Ste k Architects --I/15/03- Page 0 (i gotJ I 1 . • Division 08- TigardIMetzor r Meeting House '.4 3. Division 07 - Quality of sealants&calking 4. Section 08 810 - Quality of glass , 1.2 References: I A. National Wood Window& Door Association Inc(NWWDA) 1. IS 2-B7 - Industry Standard for Wood Windows '1` 2. IS 4-87 - Industry Standard for Water-Repellant Preservatives • B. American Society for Testing&Materials(ASTM) 1 ,, 1. ASTM E 283-84, "Standard Test Method for Rate of Air Leakage Through Exterior Windows,Curtain Walls,and Doors." .� • 2. ASTM E 330-90, Standard Test Method for Structural Performance of Exterior _ Windows, Curtain Wails, and Doors by Uniform Static Air Pressure Difference." 3. ASTM E 547-86, "Standard ;est Method for Water penetration of Exterior • Windows,Curtain Walls,and Doors by Cyclic Static Air Pressure Differential." "" 1.3 System Description: """ A. Design Requirements- 41111i 1. NWWDA IS-2 Performance Grade 40 minimum. W. B. Performance Requirements- 1. Air leakage of 0.25 cu ft min/ft of crack maximum at 25 mph in accordance with ASTME283. •�- 2. No water penetration under static pressure of 50 mph, after three cycles of 5 , minutes each, with water applied at 5 gaVhr/sq ft in accordance with ASTM E 547. .,., 3. Window assembly shall withstand positive and negative windloads acting normal to plane of window, as required by applicable code when tested in accordance with ASTM E 330. 1.4 Submittals: A. Product Data - "' 1. Submission will include indication of glazing provided. B. Quality Control - 1. Installation instruction sheets for products furnished. 2. Copies of test results verifying NWWDA IS performance grade and performance requirements. „ C. Operations& Maintenance Manual Data - 1 . See Section 01 730. 2. Manufacturer's literature or cut she':; 3. Literature on glazing 1.5 Quality Assurance: �« A. Installer to have three years documented experience with installation of wood window products. "" 1.6 Warranty: A. Glazing units shall have 10 year non-prorated warranty against seal failure and stress - breaks. ^., 1- 1.7 Maintenance: A. Extra Materials. -._, 1. Provide one sash unit of each size and glazing combination installed in Project. • Clearly label each unit with identifying characteristics and in which windows units �' can be used. PRODUCTS - PART II 2.1 Manufactured Units: '-"' A. Wood • 1. Species as approved in IS-2, kiln dried to moisture content of less than 12%. ..1 2. Treat with water repellent preservative after cutting and milling but before fabrication in accordance with NWWDA IS-4. B. Finish.. VW,1 . Exterior ..) age 7715/93 Lee•Ruff•Stark Architects rr i • i._..._. pp. �:. Y '444. .rI +awwK .+ - ,�.�u...R*..w,., H. t, A t 4 6t ` , r , . 'n ,y :414, "4 4 A1 • , 111V ,-m..,.ev , Division OB- TlgardlMetzgerMeeting House "�li i a. Clad with rigid vinyl or aluminum. ,f' 1) Cladding to be mechanically interlocked, not attached with i . fasteners. 114 2) Aluminum cladding corner locked and vinyl corners welded. ,14 b. Color white. t/ 2. Interior ,1 IIII a. Unfinished , • C. Hardware- fr 1. Standard of Manufacturer. , D. Weatherstripping - • • 1. Factory applied completely around perimeter of and between sashes. E. Screens- - 1. Furnish venting sash with Manufacturer's standard aluminum screen andli attaching hardware. 1 Mb 2. Color of screen frame to match exterior window frame color. F. Glazing Seal- 1. Silicone glazing sealant with snap-in vinyl glazing bead. G. Glazing Characteristics- It Standard 1. Obscure/Clear 2.2 Approved Manufacturers & Models: *1 A. Perma-Shield Narroline Double-Hung Windows by Andersen Corp, Bayport, MN B. Double-Hung Windows by Marvin Windows,Warroad, MN C. Semco, merrill,WI. "• EXECUTION - PART III 3.1 Preparation: A. Do not install windows in openings that are not properly prepared. Notify Architect in writing of unsatisfactory conditions. 1. V.:rify rough opening dimensions prior to ordering windows. 2. Check to ensure sill plate is level. 3. Ensure that masonry wor'•ha-t bee.. -.leaned prior to installation of windows. 3.2 Installation: V A. Follow Manufacturer's written directicis. END OF SECTION ' 08 701 GENERAL HARDWARE REQUIREMENTS GENERAL - PART I A. Quality Control- 1. See Section 01 340. 2. Schedule of Proposed Hardware. B. Operations&Maintenance Manual Data - 1. See Section 01 730. 2. Manufacturr•'Z,literature or cut sheets 3. Parts iists 4. Installation, maintenance, and repair instructions 5. Color and finish selections 6. Copy of hardware schedule 1.2 Definitions: A. Builders Hardware Manufacturer's Association Hardware Functions- 1 . F-75 Passage Latch - ee• uff•Stark Architects — 1115193-Page 11 060J .e, 5 ' 11 . 41st .p•,ry�w.w.r.+ v r.,��+ � .+mal/+ . � .IF !,i 4{ " 4 sib °` 1 J i 44 ,6' :. TigardlMetzger Meering House Division 08- r0, 1 a. Latch bolt operated by lever from either side at all times. t 2. F-76 Privacy Lock- II a. Latch bolt operated by lever from either side. Outside lever locked by push button inside and unlocked by emergency key from outside or ,A rotating lever from inside. 3. F-81 Office Door Locklai a. Dead locking latch bolt operated by lever from either side, except when •4.0 outside lever is locked by turn button ininside lever. When outside lever • is locked latch bolt is operated by key in outside lever or by rotating , inside lever. Turn button must be manually rotated to unlock outsideIt 0 lever. 4 #`. 4. F-86 Utility Space Door Lock- a. Dead locking latch bolt operated by key in outside lever or by rotating i .inside lever. Outside lever is always fixed. { 4. 1.3 Quality Assurance: A. Firms bidding this work shall employ at least one fulltime Architectural Hardware Consultant. I 1.4 Delivery, Sto;Age, & Handling: A. Neatly en,securely package hardware items and identify for individeal location and use. • 1.5 Sequencing & Scheduling: �i A. Hardware Templates- 1. Submit hardware templates to Sections 08 100 and 08200 immediately after hardware schedule is approvedby Architect. '.;;. 2. Supply necessary hardware templates to Division 06 prior to hardware installation. 11 4 • PRODUCTS - PART II y 2.1 Finishes: A. Finishes for steel, brass, or bronze hardware items shall be US26D, Chromium plated, 1„;` 4 satin. Materials other than steel, brass, or bronze shall be finished to match the , i• appearance of US26D. , EXECUATION .• PART III 3.1 Hardware Group Schedule: 4 A. Single Exterior Doors- Stroup 1 - Exterior Aluminum, Entry Door. None - Hardware by Seciion08411 `. Group 1A - Aluminum Vestibule& Exit Only Door• h None - Hardware by Section08411 • Group.3 Single, Exterior Door No: 301. 3 each Jolid Brass Hinges `� , 1 each - Standard Lockset Function F-86 s` 1 each - Stop 1 each - Threshold r 1 set -Weatherstripping Group 6 - CylinderExterior 1 each At sectional overhead door in Storage Building, Door No: 302. B. Double Exteror Doors - C. Group 30A-Single Interior Door No's: • 104,113,120,!25,129,132,133,136,137,139,140,152,153,154,155,158,159,160,161 . 1 114111/i and 180. 3 each • Hinges 1 each - Latchset Function F-75 • 1 each -Closer I 1 i” r 1 each - Stop 1 set -Smoke Gaskets Il, age - 1115193 Lee•Ruff•Stark Architects r''+ e 40040:Pit', } • ttt .. ... ... .. .......... i ••4 i tip "` Tigard/Metzger Meeting House Division OB- i G�qup31 - Single, Interior Door No's: 118,135,160,175,176. — 3 each -Hinges w 1 each - Standard Lockset Function F-86 • : , 1 each - Stop 1 set - Smoke Gaskets Single, Interior Door No's: 188. + Groura 32-- 9 3 each -Hinges 1 each - Standard Lockset Function F-81 1 each - Stop "' 1 set -Smoke Ga kets s Group 32A - Single, Interior Door No's: 119, 127.. • 3 each -Hinges 1 each - Standard L.ockset Function F-81 1'' 1 each -Closer "O 1 each - Stop 1 set -Smoke Gaskets ° 1 Group 33A - Single, Interior Door No's: 102,103,106,107,184 and 185. ,, _ 3 each -Hinges 1 each - Standard Lockset Function F-81 ' . 1 each -Closer, Category 2 1 each - Stop 1 each - Threshold --..' 1 each -Acoustic Seal 1 set -Smoke Gask't. I '- ,roup'a4L4 - Single, Interior Door No's: 165 and 166. II ' i. each - Hinges !A-" 1 each - Standard Lockset Function F-81 1 each -Closer 1 each - Stop 1 set -Smoke Gaskets • r t Group 35 - Single, Interior Door No's: 105,121,122,123,124,12.6,156,157,164,176 and 187 3 each -Hinges 1 '?ach - Closer, Category 2 • 1 each - Exit Device with cylinder 1 Each - Stop 1 set -Smoke Gaskets ' Grcvp 35A - Single, Interior Door No's: 138 and 150 • 3 each - Hinges 1 each -Closer, Category 2 • 1 each - Exit Device without cylinder 1 each - Stop c. 1 set -Smoke Gaskets ,roup 36 - Single. Interior Door No's: 108,112,145 and 146. 3 each -Hinges • 1 each -Closer, Category 2 1 each - Push 1 each -Pull 1 each - Stop 1 set -Smoke Gaskets Qrpup 36A - Single, Interior Door No's 1.09,111,147 and 148. • 3 each - Hinges 1 each - Latchset Function F-75 1 each -Closer, Category 2 • Lee•Ruff•Stark ArAi acts — ill 6/93-Page ii . , ,� , , ' j . •,, ,, . 1,,,. . „ ., , . , , _ ,• - . . 1 • F._ fi r � N ......, ... -,.,nur . M-uwaa.Hl.wr..� a..r. .. .... n� . . . ;; F ` '``,f I7 ,*,,i,,,,,,,, Division 08- Ti•ardMetz•.r Meet' • House 4 11l, v ;y 1 each - Stop {a` is i4! 1 set -Smoke Gaskets f Grouo 3§B - Single, Interior Door Nos:' 174. 7 3 each - Hinges ,, 1 each - Latchset Function F-76 1 each - StopISO i L:., 1 set -Smoke Gaskets • Group 39- Cylinder only 1 each-At mesh partition in Custodial Room 1 each. At coiling counter door 1 each-At folding partitions P-8, P-9 and P-10 ' Group 41 - Single, Interior Door No's: 134,162,163. r 3 each -Hinges 1 each - Standard Lockset Function F-81 1 each -Closer 1 each - Stop 1 each - Threshold 1 each -Acoustic Seal 1 set Smoke Gaskets11111 sQgp 42- Gate No 167 2 each -Hinges I '4� f 1 each-Gatelatch 9 1 each -Stop 2 each- Silencers D Double Interior Doors- 'i Group 70 - Double, Interior Door No's: 126 and 130. 1. General- 1 set -Smoke Gaskets 2. Inactive Leaf- 3 each - Hinges . . •. 1,, . 2 each - Flushbolts 1 each - Stop 3. Active Leaf- 3 each - Hinges 1 1 each - Standard Lockset Function F-8I 1 each - Stop arqup 73 - Double, Interior Door No's: 110,177 and 179. 1. General- 41 1 set Smoke Gaskets / 2. Inactive Loaf- 3 each - HingesI It k' 1 each - Exit Device- Surface-mounted Vertical Rod with cylinder 1 each -Closer, Category 2 , ' sl '' 1 each - Stop111 3. Active Leaf- 3 ea-;h - Hinges j 1 each - Exit Device- Surface-mounted Vertical Rod with cylinder 1 each - Closer, Category 2 i 1 each - Stop ,t` caLQup73A - Double, Interior Door No's. 149. '1 1. General- I rt, 1 set -Smoke Gaskets 2 Inactive Leaf- ti 3 each - Hinges I Tage 14 - 1/15193 Lee•Ruff•'tsrk rc tests 11 'f . i: oroj 4u1,} Tigard/Metzger Meeting House Division 08- ' `^„} 1 each - Exit Device- Surface-mounted Vertical Rod without cylinder ,A. . r 1each -Closer II 1 each - Stop 3. Active Leaf- , 3 each -Hinges " . 1 each - Exit Device-Surface-mounted Vertical Rod without cylinder '- OD 1 each -Closer 1 each - Stop ,,; i END OF SECTION 1 -..3 h 08 711 HANGING_ DEVICE GENERAL - PART 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Hinges for flush wood and hollow metal doors. ,, B. Relcted Sections - I 1. General Conditions, Division 01, and Section 08 701 apply to this Section. ,.; } 2. Division 06 - Installation 3. Division 06 - Hinges for custom millwork .k. 4. Section 08 411 - Pivots and hinges for aluminum entry doors 5. Division 12 . Hinges for pre-manufactured millwork PRODUCTS - PART II 2.1 Hinges: ' A. Sizes- 1. 1-3/4 inch doors x metal frames - 4-1/2" x 4-1/2". ,,,, B. Use non-removable pins on exterior opening doors. ,� C, Approved Manufacturers & Models- . . I )cterior Interior a: 1. Mckinney TB 2314 TB 2714 -� 2. Stanley FBB 191 FBB 179 ,i' 3 Hager BB 1191 BB 1279 ' -;•- 4. H Soss X450TBB 450 TBB ` 5. Lawrence BB 4101-A BB 4101 '' �Ii END OF SECTION 08 715_,_SECURING DEVICES I �; GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - `,,f 1. Flush bolts ••`1 2. Locksets & Iatchsets 3. Deadbolts 4. Cylinders 5. Interior exit devices 6. Gate latch 8. Tie down cables B. Related Sections - if 1 Lee•Rufr.Stark Architects 1115/93- Page 15 r_ „, . ; , .1, isi . ore.,.,__.,r., ...«,wwwn *•Mni r;w i_ ..wwi4 *rlMIIKIe •'+� _ ►wr.+M e..ti.«n,.....v.wo.. 40: if r, "."'• *'" «.^wM+.N•i�.�M'...+Kone-w.,..w.i.n......,.,..,.., ,,: ,, , x ,.•iw:.e. .',, 10 , E 1.,/, Division 08- Tigard/Metzger Meeting House -i, 1. General Conditions, Division 01, and Section 08 701 apply to this Section. i 2. Division 06 - Installation 3. Section 08 411 - Exit devices, cylinders, and removable cores for aluminum rib+1� entrance doors. w+w..1 {"' I„ PRODUCTS - PART II 2.1 General: E" A. Locks shall have metal dust box strikes. 7 t' B. Furnish lead shields where required. i C. Backsets shall be 2-3/4 inches. • �, 2.2 Flush Bolts: t' A. Approved Manufacturers & Models 111 IN - , 1. Manual Flushbolts- Metal Door Wood Door a. Glynn Johnson FB6 FB6W b Hager 282D 283D C. Ives 458-1/2 262 i d. Quality 1358 1262 e. Trimco 3917 3999 f. Equal as approved by Architect prior to bidding. See Section 01 630. 41111k N 2.3 Standard Locksets & Latchsets: A. Lever Operators- 1. Approved Models & Manufacturers- a. H Series Sahara by Arrow • b. LY Series by Falcon c. 800 Series by Corbin d. 800 Series by Russwin e. 10 Line by Sargent f. Rhodes D Series by Schiage g. 5400 Series by Yale 2.4 Deadbolts: A Match manufacturer of locksets. 2.5 Cylinders: A. Provide cylinders for overhead door in Storage Building, folding partitions, and for interior exit devices requiring cylinders. B. Approved Manufacturers 1.4 - 1 . Match Manufacturer of locksets 2.6 Exit Devices: A. Use lever trim I . t B. Approved Manufacturers & Models- 1. 39 Series by Corbin 111 't 2. Apex Series by Precision 3. 500 Series by Russwin 4. 80 Series by Sargent 5. 99 or 98 Series by Von Duprin 6. 7000 Series by Yale 2.7 Material Center Gate Latch: A. Secret Gate Latch 989 by Knape& Vogt 2.8 Security Cables at Tie Downs: A. Flexible steel cable with permanent loop at each end 1. Two 6 foot long, 7/16 inch diameter � 2. Two 6 foot long, 5/16 inch diameter 3. Two 4 foot long, 5/16 inch diameter EXECUTION - PART III 3.1 Installation: '. 16- 1115/93 Lee•Ruff•Stark Architects ,,,., Y """:"."-w "7:77"`"7 '', n 'i.' `'�.; t #',::, ,Wiii f ' it ,.4,..oo., a'�1 , �.. ' 'T" of*,4*, '" ;}!M9"' i . td4�''t� �M. a,,,. 2 1'J.�: s;. TigardlMetzgor Meeting House Division 08- ``1 3 A. Key Delivery- . 1. Include change keys with hardware. , 2. Prior to Final Acceptance Meeting, send master and grandmaster keys to one of SO following as directed by Architect io - a. Stake President b. Stake Physical Facilities Representative c. Multi-Stake PM Supervisor • d. Area Physical Facilities Representative e. Architect V 3. Immediately prior to Final Acceptance Meeting, turn change keys over to Owner Se .�.JI properly organized and placed in key cabinet. Arrange to have keys brought to Project and in meeting attended by local representatives and Architect,test every .,, new key and locking mechanism. Explain keying system by using copy of Operations& Maintenance Manual Data. B. Prior to Pre-Substantial Completion Inspection, internal building security shall be ' maintained by hardware provided by Contractor which will not remain in completed Project. 3.2 Keying Schedule - Interior Doors: Key Stamped #of Keys Door#s Operated A. Serving Area, Cultural Center, Chapel, general access Storage Rooms, folding partitions r..j & Custodian Room. 1. XAA 1 GEN 30 105,110,119,121,122,123,12.4,126,127,128,130,156,157, 164, 177,178,179 and 187. a. All AA keys(except AA 31 &AA 32),AA Master keys, and A Grandmaster r7keys will open these doors. B. Storage Spaces except for rear of Storage Building and general access Storage Rooms- -J 1 . AA 11 Aux-1 4 135 and doors under sub.paragraph A. 2 AA 12 Aux-2 2 175 and doors under sub-paragraph A. 'T. 3. AA 13 Aux-3 2 176 and doors under sub-paragraph A. J 4. AA 14 Aux-4 6 301 and doors under sub-par.'graph A. C. Bishop's Offices • 1. AA 2 BP-1 5 102,103,165,166,168, and doors under sub- paragraph s A. 2. AA 3 BP-2 5 106,107,165,166,168, and doors under sub- paragraphs A. 'i 3. AA 4 BP-3 5 165,166,168,184,185, and doors under sub • - paragraphs A. A D. Clerk's Offices- 1. XAA 6 CLK-1 3 102 and doors under sub paragraph A. 2. XAA 7 CLK-2 3 182 and doors under sub-paragraph A. 3. XAA 8 CLK-3 3 185 and doors under sub-paragraph A. , w a. Keys to 3ishop's Office will also open Clerk's Office, Bishop-1 to Clerk-1, etc. E. Material Center- 1. XAA 30 MTL CTR 9 165,166,168 and doors under sub-paragraph A. a. Keys to Bishop's Offices will also open Material Center. i F Mechanical Rooms- ' I1 1. AA 31 MECH 2 134,162,163 and 188. a' G. Storage Building Overhead Door& Custordial Storage Door 1. AA 32 GUST 2 118 and 302 • .t H. Pin locks so pins in masterkeys are two numbers minimum different between master keys and associated change keys. I. Provide five AA master keys. , . Lee•Ruff•Stark 1 rchifects --'— 1/15/93- PagA 17 i , !i' or.Jl 7 '' ..'' .,'r. , "' ,/yh.!'' r4/4"'4v y''''nrtr•ry n;au,K!(e 1."1" w`4":'1-",005441111.0,rdilittlor"*"" 'f,"'' k wy, .:y9 ..,..:440A,:'.:: Y} '', ,? y { Ti9ard/Metzger Meeting House Division ON- i • END OF SECTION 08 720 OPERATING TRIM iii ' GENERAL - PART I I 1.1 Summary: A. Products Furnished But Not Installed Under This Section- 1. Interior push/pulls • B. Related Sections- 1. General Conditions, Division 01, and Section 08 701 apply to this Section. 2. Division 06 - Installation 3. Section 08 400 - Push/pulls on aluminum entrance doors. ._ PRODUCTS - PART II 2.1 Push / Pulls: A. Size - 1. 15" x 3-1/2" ,' Approved Models&Manufacturers- 1. 2123, 2350 by Baldwin 2. 47,47x290 by Builders Brass Works 3. 52, 52C by Brookline 4 PS3515, PL3515 / 80301 by Glynn Johnsoni ,, 5. 39E, 30S by Hager , 6. 40, 1510 by Quality 7. 1001-2, 1013-2 by Trimco I 8. Equal as appro,ed by Architect prior to bidding. See Section 01 630. END OF SECTION r a 726 CLOSING DEVICES I GENERAL - PART I y 1.1 Summary: I A. Products Furnished But Not Installed Under This Section - 41111/H1. Closers for flush wood doors and hollow metal doors. ! B. Related Sections - I 1. General Conditions, Division 01, and Section 08 701 apply to this Section. 2. Division 06 - Installation r, 3. Section 08 411 - Closers for aluminum entrrnce doors 1.2 Warranty: A. Provide Manufacturer's standard wa•ranty, 5 years minimum. PRODUCTS - PART II 2.1 Surface Mounted Overhead Door Closers: A. General- 1. Provide parallel arms on closers unless door position requires otherwise. , 2 Closers shall allow for 180 degree opening and not be used as a stop. r:"' 3. Use Category One unless shown otherwise in Hardware Group Schedule. 4. Closers provided under this Section shall be from same Manufacturer. B Category One- Standard r^• ..r Page 18- 1115193 Lee•Ruff•Stark Architects , ''',, '' ,,t.'''',. i, . - ': 1100000110 , *t, .. - .RF`, :4,,,,,',/$11.,, ASM ... 4 lr •4 ',,t00.%„.,,,s , Fri},,.:i. �.i:.;',..,1.,,"aw n 4 4 My,Cottr:'?'for NI1.000.• . . 4hP'1 +, 'AR'°'•Iq�,mu !' yl!1+ .. r0. '4`. 11( • iTigard/Metzger Meeting House Division 08- . i 1. Approved Models& Manufacturers- a. 290E Series by Corbin ... : ''',! b. 600 Series by Dorma III c. 1070 Series by LCN d. 1600 Series by Norton e. 9100 Series by Russwingof. 50 Series by Yale ' C, Category Two-Heavy Use 1 1. Closers shall have follwing features- 7, a. Adjustable sweep speed • b. Adjustable backcheck i c. Non-handed, non-sized 12. Approved Models& Manufacturers- `' a. 120 Series by Corbin �,. b. 7800 Series by Dorma c. 4040 Series by LCN i "'i d. 7500 Series by Norton le. 2820 Series by Russwin • 1 f. 4400 Series by Yale r i EXECUTION - PART III 3.1 Installation: A. Mount closers on stop side of door wherever conditions permit. iB. Through ball hardware-to-door OF nSECTION 08 733 STOPS & HOLDERS GENERAL - PART 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Door stops B. Related Sections - 1. General Conditions, Division 01, and Section 08 701 apply to this Section. 2. Division 06 - Installation 3. Section 08 411 - Stops for aluminum entrance doors 4 PRODUCTS - PART II I, 2.1 Stops: A. Use wall type stops unless door position requires otherwise. fr B. Interior Wall, Approved Manufacturers& Models- 1. Baldwin 4275 2. BBW WBC-099 L 3. Glynn Johnson 60W 4. Hager 234W 5. Ives 407-1/2 6. Quality 302 Series 7 Trirnco 1273-74 rr. 8. Equal as approved by Architect prior to bidding. See Section 01 630. ,,, C. Exterior Wall,Approved Manufacturers&Models- 1. Baldwin 4081 2 BBW BW8061 X Lee•Ruff•Stark Archliects 1115193- Page 19 Qom,,,.,w• ,,,,,_, ......._ _ , Pi: " 1) � .44 ;,, li;1 ,, ' , d ,,,,• , 1/ 3tai r °,, . „.._, . . . tr ,. e ' I i----.,• ti�ktj4 i Division OB- Tigard/Metzger Meeting House , • "3 P" - ''' 10,414. 3. Glynn Johnson WB11 4. Hager 255W 5. Ives 447 111OD 6. Quality 138-38111 7. Trimco 1204 8. Equal as approved by Architect pror to bidding. See Section 01 630. O D. Floor Mount, Approved Manufacturers&Models- 1. Baldwin 4001 2. BBW BW-7011 r 3. Glynn Johnson FB13 or FB13X O 4. Hager 242E 5. Ives 436 6. Quality 331 ES I 7. Trimco 1210 8. PART I 1.1 Summary: Equal as approved by Architect prior to bidding. See Section 01 630. END OF SECTION Q8 736 ACCESSORIES GENERAL - A. Products Furnished But Not Installed Under This Section - 1. Metal thresholds where required for flush wood doors and hollow metal doors. 2. Weatherstripping for exterior hollow metal doors. 3 Acoustical seals 4. Smoke gaskets ""' B. Related Sections - aim 1. General Conditions, Division 01, and Section 08 701 apply to this Section. 1' 2. Division 04 Marble thresholds 6• ..w 3. Division 06 - Installation 4. Section 08 411 - Thresholds for aluminum entrance doors ,... 5. Section 08 411 - Weatherstripping for aluminum entrance doors PRODUCTS - PART II '�`, 1 2.1 Thresholds: A. Interior Doors at Acoustic Seals- rw 1. Carpet/Carpet - ,.-- `' a. 505S-DU by Hager h. 418BR by NGP r^' f' c. 236D by Pemko d. S565D by Reese e. TH021 by Ultra r.. I f. 1682 by Zero g. Equal as approved by Architect prior to bidding. See Section 01 630. 6.,, 2. Carpet/Concrete or Resilient Flooring - a. 504S-DU by Hager F ;f. h. 417BRbyNGP c 174D by Pemko d. S266D by Reese P TH022 by Ultri "' `t, } f. 1672 by Zero i ►"1 tg. Equal as approved by Architect prior to bidding. See Section 01 630. egeIii• • ter rc actsIIa I..., .F f ! , 40, . 1 ,wXM ��T�F•• . r.. r - s TlgerdlMetzger Meetlng Howse Division 08- t . ; i r- B. Outswirrging Exterior Doors - 1. 506SV by Hager r' 2. 3. 4. 891 by NGP L. 185AV by Pemko 4 S485AV by Reese 5. TH103 by Ultra ""� 6. 563 by Zero 7. Equal as approved by Architect prior to bidding. See Section 01 630. 11 2.2 Weatherstripping: iiii A. Products& Approved Manufacturers- 1. BOOS by Hager 2. A625 by NGP 3. 961 by Reese I 6: 4. J-135 by Sealeze 5. A-35 by Memtech 6. Equal as approved by Architect prior to bidding. See Section 01 630. 2.3 Acoustical Seals: A. Door Bottoms for Metal Doors - 1 . 2. 3. 356 by A J May 779S by Hager 217AV by Pemko 4. DB021 A by Ultra 5. Equal as approved by Architect prior to bidding. See Section 01 f-'30. 2.4 Smoke Gaskets: A. Approved Manufacturers & Models- 1. 726S by Hager 2. TM181 by NGP .J 3. S88D by Pemko 4. WS176 by Ultra 5. Equal as approved by Architect prior to bidding. See Section 01 630. EXECUTION - PART III 3.1 Installation: A. Install in accordance with Manufacturer's instructions. 1. Smoke Gaskets& Acoustical Seals - a. Install in manner to give continuous air-tight fit. END OF SECTION 1 • 08 738 MISCELLANEOVS FINISH HARDWARE " GENERAL - PART I 11 Summary: ii A. Products Furnished But Not Installed Under This Section - '' • 1. Door silencers for interior doors except those receiving acoustical seals or smoke r, gaskets. 2. Door silencers for Material Center gate. • B. Related Sections- 1. General Conditions, Division 01, and Section 08 701 apply to this Section. 11 2. Division 06 - Installation PRODUCTS - PART II 2.1 Door Silencers: A. Approved Models& Manufacturers- it I .* a -Gs•Ruff•Stark Architects 1116/93- Page 21 * u . -' s+,. .,W . ni. .. , ' "p ��aNYY1,AM1Mwh.M". r -1.' 4x I + ", .rrrr i...5��+ r.irnww:n.wwr•�:•,t:kfe.rwR+:r•m..n.ra«n.,.,r. r............ ......,......., ...,ns...,, a+•, 9 ri 14A Division 08- TigardIMatager Meeting House ",/`' 1. Metal Frames- � ' , a. GJ 64 by Glynn Johnson b. 307D by Hager P'"1 ' , ', • c. 20 by Ives d. 1337 A by Quality e. 1229 A by Trimco r. • f. Equal as approved by Architect prior to bidding. See Section 01 630. i pp 2. Wood Frames- . a. GJ 65 by Glynn Johnson b. 308D by Hager c. 21 by Ives d. 1337 B by Quality e. 1229 B by Trimco t""+ f. Equal as approved by Architect prior to bidding. See Section 01 630. END OF SECTION 08 791 io•ta GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Key cabinet B. Related Sections - ,„. 1. General Conditions, Division 01, and Section 08 701 apply to this Section. 2. Sections 08 111 & 715 - Keying Schedules 1.2 Sequencing & Scheduling: A. Key cabinet will be turned over to local church unit at Substantial Completion with keys in place. Local unit will install. r'' PRODUCTS - PART II 2.1 Key Cabinet: A. Provide cabinet with 60 hooks minimum. B. 20 gauge steel with prime coat and provided with lock. END OF SECTION -w pWA10 GLA$$ GENERAL - PART 1.1 Summary: A. Includes But Not Limited To- r 1. Quality of glazing used in entries, windows, and interior doors and w;ndows. 8. Related Sections - `... 1. General Conditions and Division 01 apply to this Section. 2. Section 08 410 - Furnishing and installing of glazing in Aluminum Entries. ""' 3. Section 08 610 - Furnishing and installing of glazing in Wood Windows. ;.„ 1.2 References: A. ASTM C 1036-85, "Standard Specification For Flat Glass" 1.— B. ASTM C 1048-89, "Specification For Heat-Treated Flat Glass - Kind H, Kind FT Coated and Uncoated Glass" `� C. ASTM E 774-90a, "Standard Specification for Sealed Insulating Glass Units" r^• hod Page 22 - 111519 1...Puff•Stark Architects . :. err.. �. .., a _ ,. • • • • • r S.. . - • TIQard/Metzger Meeting Nouse Division 08- 1 1.3 Quality Assurance: , A. Regulatory Requirements • - -I 1. Glazing shall meet applicable requirements of Federal Consumer Product Safety • Standard 16CFR1201. B. Manufacturer's Labels- ~- 1. Labels showing strength, grade, thickness, type, and quality are required on .. x � each piece of glass. OP PRODUCTS - PART II 2.1 General: _ A. Standard glazing shall meet requirements of ASTM C 1036. B. Tempered glazing shall meet requirements of ASTM C 1048. + C. Install muntins for aluminum entries between panes of Insulating glazing units. 2.2 Exterior Window Glazing: i A. Thickness - f 1. Glass Panes - 1/8 Inch minimum, Double Strength 2. Sealed Unit - 5/8 inch minimum I B. Double pane, sealed Insulating glass units meeting requirements of ASTM E 774, Class- A. 1 Glazing shall have following characteristics- a. Clear- 1) ASTM C 1036,Type I,Class I,Quality q3. b. Obscure - ,' 1) ASTM C 1036, Type II, Class I, Form 3, Quality q8, pattern as approved by Architect prior to bidding. See Section 01 630. 2.3 Exterior Storefront Glazing: A. Thickness - , 1 1. Glass Panes - 1 /4 inch 2. Sealed Unit - One Inch maximum B. Glazing below door height shall be tempered. ,' C. Double pane, sealed Insulating glass units meeting requirements of ASTM E 774, Class- A. 1. Glazing shall have following characteristics- i a. Clear- 1) Standard - ASTM C 1036,Type I,Class I,Quality q3. 2) Tempered - ASTM C 1048, Kind FT, Condition A Type I,Class I, • Quality q3. - 2.4 Interior Vestibule Storefront Glazing: A. Glass Pane Thickness - 1/4 inch B. Glazing below door height shall be tempered. C. Clear Glazing- 1. Standard - ASTM C 1036,Type I,Class I, Quality q3. 2. Tempered - ASTM C 1048, Kind FT, Condition A,Type I, Class I, Quality q3. END OF SECTION { ;. Ruff•Stark Architects -vim Page 23 • 3 riPMEMIONNOMMEMIMMINIMMININIMIIIIIMMIOMMEMMMINMINMM.M...M.W.M........ 1- DivI&on o8• Tlg _Metzr.....211 House 40,1. 1l+ 1 LI , t'�. BLANK PAGE n L , i i. , k r— t. I I I I 1:;',' .'. I .__ I vikI I 1..4 • Page 24 • 1/1543 Lee•tie•Stark Architects MN 4 • M 'qa. ,1 fRrA�'• 'M ' k AEN :., I°... +IW iWry�, ,4...4'.4"M.4 ±k5. o...'µ.r. •+�ia ..r...+, -r. ., .' 'o cwt ,y . tr ..:.,..1...,.. TigardIMetzger Meeting HouseDivision 09-Finishes !., pIVISION_Q9 - FINISHES • d 09 100 METAL SUPPORT SYSTEMS _ 09 120 CEILING SUSPENSION SYSTEM 09 130 ACOUSTICAL PANEL SUSPENSION SYSTEM O 1,1 09 250 GYPSUM BOARD ID 09 260 GYPSUM WALLBOARD .4 0 09 275 GYPSUM BOARD TEXTURED FINISH 09 300 TILE 09 311 INTERIOR CERAMIC TILE w/SETTING BED it, 09 312 INTERIOR CERAMIC TILE w/o SETTING BED • 74 09 500 ACOUSTICAL TREATMENT ail 09 511 ACOUSTICAL PANEL CEILINGStii 09 512 ACOUSTICAL TILE CEILINGS ii 09 522 ACOUSTICAL WALL PANELS 09 660 WOOD FLOORING ' t 09 570 WOOD PARQUET FLOORING 09 650 RESILIENT FLOORINGS it 09 665 RESILIENT SHEET FLOORING � 09 678 RESILIENT BASE & ACCESSORIES • 09 680 CARPET .w) fj 09 681 FLOOR PREPARATION FOR CARPET INSTALLATION 09 687 TUFTED CARPET DIRECT GLUED : If 09 900 PAINTING il 09 901 GENERAL PAINTING REQUIREMENTS 09 912 EXTERIOR PLAIN IRON&STEEL I 09 913 EXTERIOR GALVANIZED IRON ` 09 915 EXTERIOR WOOD • 1 09 922 INTERIOR GYPSUM WALLBOARDi1 09 923 INTERIOR METAL • 4 09 924 INTERIOR WOOD 09 925 INTEMOR CONCRETE 39 936 CLEAR FINISHED HARDWOOD • iirelirtiF Stark Architects _ 17 ! T . , .r `,k :. �r ..�,t • �� Iw�{M 'y�y,�`k2:;fi , ,c4,�,�� ,.,`�r �' �r� .'M `-r"1f'� 1K r ;t I. • Division 09-Knishes Tigard/Metzger Meeting Hou:a i,�, i 09 950 WALL COVERINGS 09 960 VINYL WALL COVERING ...1 '' 41 09 977 MICRON WALL COVERING • 09 978 SISAL WALL COVERING r"" L. r- 4 i !►, E I 1 . I ,.. 0 1i fto. i •.., o`,, Wage 2 - 111 t 5/93 - ee• ar c, tocts ,,. ! �"w,n1+Y+"�Qp'Q/Mh o1M 1l++ea x g)t+ *�MIIYr filM�e"'"* N4 yMA♦M C r,m41'l* +Mt�k+ltn 7�t�^tl .7e- .1. 'b A" .<4•ilftek, i W 4f 5 0 ettr 1 1 . , Tigard/Metzger Meeting HouseDivision 09-Finishes tl' 09 120 CEILING $USPEN$ION S_$TEM A!M GENERAL - PART I `'' 1.1 Summary: - . • I -. A. Includes But Not Limited To- 1. Furnish and install ceiling suspension system as described in Contract ;'a —' Documents to receive gypsum wallboard. '•, B. Related Sections- l 4 1. General Conditions and Division 01 apply to this Section. "_ yl 2. Section 09 260 - Gypsum Wallboard '''-' ti — 1.2 References: A. ASTM C 635-91, "Standard Specification foi the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings" , B. ASTM C 645-88, "Standard Specification for Non-Load (Axial) Bearing Steel Studs, Runners(Track),and Rigid Furring Channels for Screw Application o,Gypsum Board" j 1.3 Quality Assurance: A. Regulatory Requirements - 1. Meet seismic bracing requirements of UBCStandard47-18 or equivalent governing standard for location. PRODUCTS - PART II ,t'. • 2.1 Furring Bar Suspension System: .v1 93 A. Meet requirements of ASTM C 645. B. Approved Manufacturers- , 1 . Roper Eastern, Columbia, MD 2. Equal meeting specified requirements as approved by Architect prior to bidding. ;,t 4 See Section 01 630. 2.2 Pre-Manufactured Systems: A. Meet requirements of ASTM C 635. . .,. ..,, ,, :, 4 1. Seismic Zones 3 and 4 - Heavy Duty. B. Approved Manufacturers - 1 . Concealed Furring System Series 'DFR by Armstrong World Industries, Lancaster, PA 2. 65C urring System by Chicago Metallic Corporation, Chicago, IL 3. DXLW Nailing System by Donn Corp,Westlake, OH s 4. Concealed Furring System Series DFR by National Rolling Mills Inc, Malvern, PA o. 5. Any system meeting UBC or ICBG requirements as approved by Architect prior to bidding. See Section 01 630. 1 2.3 Miscellaneous Materials: A. Hanger Wire- 1. 8 gauge galvanized for hangers. 2. 16 gauge galvanized for joints• . EXECUTION PART ill • 3.1 Installation: A. Furring Bar System- 1 1. Follow Manufacturer's instructions with modifications listed below except .:bore Manufacturer's instructions are more stringent. a. Space carving channels 4 feet on center maxim'nn. b Space hanger wires 4 feet on center maximum. c. Space metal furring channels at 16 inches on centerand attach with furring channel clips. Extend channels to within 6 inches ofwaalls. d. Nest furring channels at least 8 inches at splices and secure with 16 4 gauge wire. Tee•11 a rc teas 1/15193-Page 1 • y :. t / , 4 \ e`' ' J.- w 1 • Division 09-Knishes Tigard/Metxger Meeting House ,' e. Level assembly within 1/8 inch in 12 feet. 1 0 f. Do not make local kinks or bends in hanger wires as a means of leveling 'ai", assembly. 1 g. Do not ettach suspension system to adjustable folding partition headers. B. Packaged (Pre-manufactured) Systems- 1. Follow Manufacturers' instructions with modifications listed below except where ' Manufacturer's inshuctions are more stringent. I ... lii a. Space furring runners 4 feet on center maximum. b. Space hanger wires 4 feet on center maximum. ' `' c. Space metal furring tees at 2 feet on centermaximum. d. Level assembly within 1/8 inch in 12 feet. ;, e. Do not make local kinks or bends in hanger wires as a means of leveling assembly. q f. Do not attach suspension system to adjustable folding partition headers. END OF SECTION 1 tat 09 130 ACOUSTICAL PANEL Sl;bPENSION SYSTEM • • GENERAL - PART :• 1.1 Summary: A. Includes But Not Limited To - + 1 . Furni^h and install acoustical suspension system as described in Contract1 _• Documents to receive acoustical tile. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. , 2. Division 15 - Light fixtures in ceilings 1.2 References: A. ASTM C 635-91, "Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile& Lay-In Panel Ceilings" B. ASTM C 636-91, "Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile& Lay-In Panels" • 1.3 Duality Assurance: lA. Regulatory Requirements - 1 . Meet seismic bracing requirements of UBCStandard 47-18 or equivalent governing standard for Project site.: I gyp ' PRODUCTS - PART II 2.1 Suspenslo:i System: A. Systems shall meet requirements of ASTM C 635. i 1. Seismic Zones 3 end 4 - Heavy Duty. k', B. Exposed surfaces shall be Finished with factory-applied white baked enamel. C Main runners and cross T's sl'all have one i•.,;h exposed face. 1 D. Hanger Wire- f,'" 1. 12 gauge cold rolled electro galvanized steel, ;, E. Edge Molding - 1. Channel section of cold-rolled electro-galvanized steel. •'. F. Hold-down Clips- i As required by UL to prevent lifting of panels under unusual draft conditions G. Design Standard • 'fi, 1• 'Shadowline' by USG Intc.iors I , Approved Manufacturers - 1a Armstrong World Industries, Lancaster, PA ' Y . Pegs 2. 1/15/* ! Lee•Ruff•Stai ►Architects 4 ye. 1 r""""-'!Pih Vo:-;r.,.., .-ww�'nn.rvinyM"rvko•[w';�'Yin9i1@IMIr:M+".. . ..,:_..,... _ .+"...-: ligardlMatzgar Meetlng House Division 09-Finist»s b. Chicago Metallic Corporation,Chicago, IL c. National Rolling Mills Inc, Malvern, PA d. USG Interiors, Chicago, IL ID EXECUTION - PART III 3.1 Installation: A. Work shall be in accordance with Manufacturer's recommendations insofar as they are concerned with Contract Documents. Installation shall meet requirements of ASTM C 411111 636. E. Lay out suspension system symmetrically about center lines of room unless shown otherwise by Drawings. esC. Leave suspension system in true plane with straight, even joints. D. Suspension system joints shall be straight and in alignment, and exposed surface flush and level. Wherever system abuts walls,columns, and other vertical surfaces,furnish and install appropriate molding. .. �'" E. Locate fixtures symmetrically in room insofar as possible (unless shown otherwise). `f? Locate fixtures within suspension system spaces. II F. Pay particular attention to required hanger wire placement and fixture protectizn. Individual component deflection not to exceed 1/360 of span. G. Do not attach susp'nsion system to adjustable Molding partition headers. END OF SECTION , 09 260 GYPSUM WALLBOARD M GENERAL - PART I, . • 1.1 Summary: A. Includes But Not Limited To - 4. 1 . Furnish and install gypsum wallboard as described in Contract Documents. 2. Furnish and install acoustical sealants as described in Contract Documents. B. Relented Sections- ,.,„ 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Backblocki„g of gypsum wallboard joints 3. Division 06 - Interior wall sheathing behind ceramic tile 4. Division 06 - Exterior Gypsum Sheathing • 5. Division 07 - Quality of acoustical sealants 111. 1.2 Refarances: A. GA-214-90 - "Recommended Specification: Levels of Gypsum Board Finish," by following1. Gypsum Association, Washington, DC "` Painting and Decorating Contractors of America, Fairfax, VA 3. Ceilings& Interior Systems Construction Association, Dearfieki, IL 4. Association of the Wall and Ceiling Industries International, Alexandria,VA B. American Society For Testing And Materials- 1. ASTM C 36-91, "Specification for Gypsum lhallboard" 2. ASTM C 475-89, "Standard Specification for Joint Compound and Joint Tape for • Finishing Gypsum Board" 3. ASTM C 1002-88, "Specification for Steel Drill Screws :,r Application oi Gypsum f Board or Metal Plaster Bases" • 1.3 Submittals: ., i�' A. Quality Control- 400 Oi Lee•Ruff•Stark Architects 1/15/95 -Pegs 3 r • 4 *,.,1'.1:'* •.. 1$1 'Ir'.;` ,�.. 1P4..,p✓ 40•44(1,,,, 04tC it w�wr '..... ,,., . ......,•otlir:NMW.1YAtR,rrv..r ... ..,. -. .. ,. ,. Division 09-Fn ishes Tigard/Metzger Meeting House Ih 1. Submit fire test results or assembly diagrams confirming products used will provii a required fire ratings with installation configurations used. 1.4 Delivery, Storrge, & Handling: I A. Deli'-er materials in original packages, containers, or bundles bearing brand name, applicable standard designation, and Manufacturer's name. B. Store material under roof and keep dry. Stack gypsum board flat and protect from damage. 1 'e . \;' 1.5 Project/Site Conditions: A. Environmental Requirements - , 1. Temperature shall be 50 deg F minimum and 95 deg F maximum day and night .'vj Ss during entire joint operation and until building is occupied. See Section 01 513. 2. Provide ventilation to eliminate excessive moisture. t 3. Avoid hot air drafts which will cause too rapid dying. . I 1.6 Sequencing & Scheduling: , .. `i''' A Coordinate with Division 06 for location of backblocking for edges and ends and for blocking for equipment and building specialties PRODUCTS - PART II 1 ' 2.1 Gypsum Board: A. Meet requirements of ASTM C 36, Type X, UL one-hour rated, tapered edge,face paper ...,;,. suitable for painting. 1. For single layer gypsum board applied to trussed rafters or plywood web joists, 16 apply following - a. Fi-Rok Plus by Celotex, Tampa, FL 1 b. Gyproc Fireguard C by Domtar Gypsum,Ann Arbor, MI c. Firestop Type C Gypsum Board by Georgia-Pacific Corp,Atlanta,GA ` 4 d. Fire-Shield G Wallboard by Gold Bond Building Products, Charlotte, NC e. Fire-Code'C', by U S Gypsum Co, Chicago, IL 2.2 Metal Accessories: -i' A. 26 gauge steel, electrolytic galvanized zinc-coated, treated for maximum cement and paint adhesion. Surfaces to receive bedding cement shall be knurled for maximum• I bor,ding. 1. Corner Beads - 1-1/8 inch leg minimum. 2. Casing - Channel type. 3 . Other accessories as required by Manufacturer's , fire tests to provide necessary fire ratings. e ► 2.3 Joint Compound & Reinforcing: A. Best grade or type recommended by Wallboard Manufacturer and meeting requirements a 1 of ASTM C 475. 1 . Use Taping Compound for first coat to embed tape and Finishing Compound for "j subsequent coats. 4 2.4 Fasteners: . A. Bugle head screws meeting requirements of ASTM C 1002. 1 Types- a. Type W - For fastening gypsum board to wood members other than truss membc:'s and plywood web joists. b. Type S - For fastening gypsum board to steel framing members, truss members, and plywood web joists. I 2. Lengths - 0 a. 2-inch minimum. 3.1 Intallation: A. Fastening t. Apply from center of wallboard towards ends and edges. ' 2 Apply screws 3/8 inch minimum from ends or edges, one inch maximum from edges, and 1/2 inch maximum from ends. Paged iit5 93 — Lee•Puff•Stark Architects 1 P ,i4J ? ., * 4.4* � `3J 'I " S a ifeitpii ,,A- " , ; til a0'''t� *i, , *, ''4 { , ' * ,, it ', a 71 • F Thi ard/Metzger Meeting House Division 09-Fiches 3. Spa'a screws not over 7 inches on center at edges. In panel field,space screws , 7 inches on center. rT 4. Set screw heads 1/32 inch below plane of board. 5. Do not break face paper. If face is accidentally broken, apply additional screw 2 inches away. ' 6. Screws on adjacent ends or edges shall be opposite each other. . e { 7. Drive screws with shank perpendicular to face of board. ' B. Single Layer Application- ' 1. Apply ceilings first using minimum of two men. 2. Use board of length to give minimum number of joints. 3. On walls over 9 feet high and on ceilings, apply board perpendicular to support. 4. Stagger end joints. End and edge joints on ceilings and end joints on walls shall occur over framing members or be back blocked with 2x4 blocking. j 5. Butt edges in moderate contact. Do not force in place. Shim to level. • 6. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling surfaces level. 7. Scribe work closely. Keep joints as far from openings as possible. if joints occur _•_ near an opening, apply wallboard so vertical joints are centered over openings. . No vertical joints shall occur within 8 inches of external corners or openings. 8. Install board tight against support with joints even and true. Tighten loose ' screws. 9. Calk perimeter joints in sound insulated rooms with specified e.oustical sealant. _ C. Double Layer Application - , 1. Apply base layer as specified for single layer application. 2. Apply face layer with joints staggered in relationship to base and occurring over supports. Use combination of adhesive and screws to meet Manufacturer's • specifications kr fire-rated construction. Apply screws attaching face layer through base layer into support. D. Metal Trim- 1. Corner Beads- a. Apply with screws spaced 8 inches apart maximum. 2. Windows& Doors- a. Apply metal edge over gypsum board where it abuts exterior metal window or door frames. Hold metal trim back from metal window or door •' ; frames 1/8 inch to allow for calking 3. Trim- , ;' a. Apply in accordance with Manufacturer's instructions. E Finishing - i 1. General- ' a. Tape and finish all joints as specified below for final finish material to be applied to gypsum board. When sanding, do not raise nap of gypsum board face paper. b. First Coal'- 1) Apply tape over center of joint in complete, uniform bed of taping • compound. 2) Completely fill gouges, dents, and fastener dimples. iii! 3) Allow to dry and sand lightly if necessary to eliminate high spots or excessive compound. ti11 4ar c. Second Coat - 1) Apply coat of finishing compound over embedded tape extending 3-1/2 inches on both sides of joint center. ; ' 2) Re-coat gouges, dents, end fastener dimples. 3) Allow to dry and sand lightly to eliminate high spots or excessive compound I. Lee•Ruff•$terk Architectsi• _ e�gel ....i i Division 09-Finishes ll ardlMetzger Meati House t • d. Third Coat- I 1) Apply same as second coat except extend application 6 inches ) on both sides of joint center. Allow to dry and sand with fine t"1 1 sandpaper or wipe with damp sponge. iiiij »'^'i e. Fourth Coat - r , 1) Apply same as second coat e;•cept extend application 9 inches 4.1 i on both sides of joint center. Allow to dry and sand with fine I '�{ 4 sandpaper or wipe with damp sponge. v.a f. Skim Coat il - s 1) Apply thin layer of finishing compound to entire surface of panel and immediately shear excess compound, leaving thin film. A I Eliminate laps and tool marks with fine sandpaper or damp sponge. 2. Finishing Levels- 1 .i r , 4 a. Unfinished Gypsum Board Surfaces& Under Acoustical Tile- . 1) GA-214-90 Level Two "All joints and interior angles shall have f tape embedded in joint compound and one separate coat of joint . compound applied over all joints, angles, fasteners heads, and accessories. Surface shall be free of excess joint compound. Tool marks and ridges are acceptabie." -" b. Painted Gypsum Board Surfaces in Mechanical, Storage, & Utility Areas- ,-,- ' , 1) GA-214-90 Level Three - "All joints and interior angles shall have tape embedded in joint compound and two separate coats of — joint compound applied over all joints, angles, fastener heads, . and accessories. All joint compound shall be smooth and free of tool marks and ridges." c. Gypsum Board Surfaces to Receive Wall Coverings or Texturing - 1) GA-214-90 Level Four - "All joints and interior angles shall have tape embedded in joint compound and three separate coats of joint compound applied over all joints, angles, fastener heads, • and accessories. All joint compound shall be smooth and free of • tool marks and ridges." - d. Painted Gypsum Board Surfaces, Except in Mechanical, Storage, & Utility Areas- 1) GA-214-90 Level Five - "All joints and interior angles shall have -- tape embedded in joint compound and three separate coats of • • joint compound applied over all joints, angles, fastener heads, ' • and accessories. A thin skim coat of joint compound,or a material manufactured especially for this purpose, shall be applied to the entire surface. The surface shall be smooth and free of tool I marks and ridges." 3.2 Cleaning: A. Remove from site debris connected with this work and taping compound spills. END OF SECTION ,. ii{ 0 275 GYPSUM BOARD TEXTURED FINISHr ' GENERAL - PART I 11 Summary: A. Includes But Not Limited To - 1 Furnish and install texturing on ceilings as described in Contract Documents. 1 5,. • Page 6- 1/15/93 Lee•Ruff•3terk Architects i 1 - ...*.rte-..,, ...... „.. ,._.. ''',,.;,'6,,,,'' d„G.: TlgnrdlMetzger MeeUn$House Division 09-Finishes ''t, ',"''. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Section 09 922 - Priming and finish painting • 1.2 Submittals: , A. Samples- -. 1. Provide control sample for Architect. PRODUCTS - PART II 2.1 Materials: A. Skip-troweling equal to U S Gypsum "Monterrey" or "knock-down”texture. EXECUTION - PART III • " 3.1 Application: A. After gypsum board is taped and sanded,apply texture in accordance with Manufacturer's ` ' direction. Closely match sample accepted by Architect. ` END OF SECTION _ 1 • 09 311 INTERIOR CERAMIC TILE w/SETTING BED GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - • 1 Furnish and install mortar bed for setting tile on floors and in Font. . 2. Furnish and install ceramic tile on setting bed as described in Contract ',i.• ='a • Documents. .0i fi B. 1. Furnish and install as described in contract documents. C. Related Sections - 1. General Conditions and Division 01 apply to this Section. _ 2. Division 15 - Floor drains ' i 1.2 References: ' A. ASTM A 185-90a, "Specification for Metal Welded Steel Wire Fabric for Concrete Roinforcement" B. ASTM C 144-89, "Specification for Aggregate for Masonry Mortar" C. ASTM C 150-89, "Specification for Portland Cement" D. ASTM C 206-84 (1988), "Specification for Finishing Hydrated Lime" E. ASTM C 207-79 (1988), "Specification for Hydrated Lime for Masonry Purposes" '"' F. ASTM C 847-88, "Specification for Metal Lath" G. ASTM D 4397-84 (1989), "Specification for Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications" 1.3 Submlttais: A. Product Data, Samples • - 1. Manufacturer's literature for each ccmponent of system. . 2. Samples of tile for approval before deliver?of material is Project site. Installed tile shall match approved samples. B. Quality Control- 1. Master grade certificate. C. Operations& Maintenance Manual Daf.i - 1. See Section 01 730. 2. Manufacturer's literature for each element of system 3. Cleaning and maintenance instructions 4. Color and pattern selections 1.4 Delivery, Storage, & Handling: ee• to rc tec s 1l1503 - Page 7 . 1 'l ,t, :a + 1 I 91 1 �! a ai. w' �! waww.ti....v'• w�•w•p..--.n...,,t.wo...w.--ow•w,�.s�M0e �y �W,� r 4+n�wgw,�41". 1"14x. y :.' M • 0,p �! Tigard/Metzger Meeting Nouse I Dlvlslon 09-Finishes — li A. Deliver and store packaged materials intheir materials originaln aunopened manner to preventcontainers dart�agelabels or intact until time of use. Store and handle " "contamination by water,freezing,or foreign matter. B. Keep grade seals intact and cartons dry until tile are used. : PRODUCTS - PART II 2.1 Setting Bed: r• O A. Portland Cement - 1. Meet requirements of ASTM C 150,Type 1 (designation shall appear on bag) + B. Hydrated Lime- . •• 1. Meet r^quirements of one of following - - a. ASTM C 206 • b. ASTM C 207,Type S(designation shall appear on bag) IL, , C. Sand- 1. Clean, washed, wdli-graded, meeting requirements of ASTM C 144 with gradation modifications shown below- a. Mortar - 10C%pass#8 sieve with not over 5%pass#100 sieve. b. Grout- I Sieve Size % Passing #16 98 to 100 • #30 85 to 90 #50 40 to 50 #1005 to 12 ° ( #200 1 to 3 a D. Mixes- 1 OP d 1. Setting Bed - ` Portland Cement Dry Sand OR 6 DDaa'mp Sand Hyts 1dra0ted Lime' r Floor Mix 1 Part 5 Parts Part - Optional 2.2 Tile: A. General- 1. Tile shall be standard quality, dust-pressed, machine-made, white or off-white body, square or cushion edge, graded in accordance with TCA A137.1-1676. a. Field tile shall have two lugs on each edge to assure uniform joint, — • approximately 0.040 inch. b External corners shall be standard round. c. Internal corners shall be square. r— B. Rest Room, Font, Dressing Area Floor Tile- 1. Unglazed porcelain mosaic. Furnish shower, font, and drying area floors in non- slip, non-abrasive surface. j 2. Base shall be 4 inches high coved of white body wall tile composition. i 3. Tile Size- a. 2"x 2" nominal 4. Color- a. Selected by Architect from color groups 1 and 2 solid pattern and color groups 1 and 2 medley patterns. - ,fir;; ;• 5. Approved Series& Manufacturers -. • a. Unglazed ceramic Mosaics by American Olean Tile Co, Lansdale, PA •s; b Keystone by Dal-Tile,Dallas,TX f� '�; c. FTCC Unglazed Mosaics by Florida Tile,Lakeland, FL d. Unglazed Ceramic Mosaics by United States Ceramic Tile Co, East . I:. Sparta,OH C. Exterior Entry Vestibule, Serving Area Floor Tile - 1. Glaze hardness shall be 8.0 Mohs minimum. Abrasion resistance shall be Class IV W ' minimum. .M1a; ' — Lee•Ruff•Star rC teC s Page 8 - 1/15/93 - I1. , i�'"" :' ` : �, 1.' r ,.n4i ' }� MV, ' Crl•y *4 i wpwrw...•• ••p...rw s.”.F"........NI0RR'•MIIwN.--- A'rMw!+....•..... .rM1�1 r ..n n•„d.,c '' + .-.0. .IK,h; k' ' 'i:.r. ASM �f'' `.t{', `'.' ,'- ' •,:.'. : wool IP Tigerdl�Aetzger Meeting House _ Division 09-Finishes i11.• Isk 2. Cove base shall be of same dense-body composition as field tile. 3. Tile Size- 1 a. Field Tile - 12"x 12" vi 4. b. Border - 8"x 8" 4. Color- a. As selected by Architect from Church approved colors. 5. Approved Series& Manufacturers- ED a. Triad Series by American Olean Tile Co, Lansdale, PA , b. Premier Series by Dal-Tile,Dallas,TX c. Granite Series by Florida Tile, Lakeland, FL ID2.3 Stone Thresholds ' A. General- I 1. Texture and color variation shall be within limits established by Architect's approved sample. 2. Free of defects that would materially impair strength,durability, and appearance. �• B. Marble- 1. Finish - 80 gril exterior hone. 2. Vermont Royal Denby, Georgia Cherokee, or Colorado Yule. 1 a. Thresholds - One Inch x 3 inches x door opening width. 3. Approved Manufacturers - a. Buehner Concrete& Marble, Salt Lake City, UT. b. Gawett Marble Corp., Rutland, VT • c. Georgia Marble, Nelson,GA. d. Rutland Marble, Castleton, VT e. Vermont Marble Co., Proctor, VT 2.4 Latex-Portland Cement Mortar: A. Ceramic Flooi Tile Setting Mortar- I 1. Meet requirements of ANSI A118.4 for manufactured mortar,two-part system. • 2. Approved Systems& Manufacturers- a. Tile Mate Dry-Set Mortar with Hydroment Multipurpose Acrylic Latex Mortar Admixture by Bostik Construction Products, Middleton, MA i• b. Permabond Dry-Set Mortar with C-Crylic 200 Acrylic Admix by C-Cure h Chemical Co Inc, Houston,TX. c. Custom Thinset Mortar Dry-Set Mortar with Acrylic Mortar Admix by Custom Building Products, Bell, CA • d. Kerabond Premium Floor& Wall Dry-Set Mortar with Keraply Acrylic Latex I Dry-Set Mortar Additive by Mapei, Elk Grove Village, IL Full Set Thin-Set Mortar with Full Bond Latex Additive by TEC Inc, Palatine, IL I B. Dimensional Stone Setting Mortar- 1. Meet requirements of ANSI A118.4 for manufactured mortar. 2. Approved Systems& Manufacturers- a. C-Cure Medium Bed Dry-Set Mortar by C-Cure Chemical Co Inc, Houston, ,,,,,, TX. b. Custom Medium Bed Dry-Set Mortar with Acrylic Mortar Admix by Custom Building Products, Bell, CA • c. Ultra/Flor Medium Bed Dry-Set Mortar with Keraply Acrylic Latex Dry-Sets r Mcrtar Additive by Mapei, Elk Grove Village, IL p', 2.5 Commercial Grout: A. Color as selected by Architect. B. Epoxy Grout- r \ 4 1. Bonsai B-160 Epoxy Grout by Bonsai Co, Charlotte. NC 2. Latapoxy SP-100 by Laticrete International Inc, Bethany, CT 1 3. Kerapoxy by Mapei, Elk Grove Village, IL $ Ls •Puff•Steric Architects 1115/93 -PegeT , '' i,t 'h �1,,u , r 1 Acwreirwr'eer.4 eimtio, t ri" �d 1 f .aii1 ;w�v 2 ': ***f 4 40, ,t I Ain r1 tt Division 09-Rnishes Tigard/Metzger Meeting House • : , `EYE, + CO IW. EXECUTION - PART III 3.1 Examination: A. Prior to commencing ceramic tilework, inspect surfaces to receive tile and accessories and ii;, , notify Architect in writing of defects or conditions that will prevent satisfactory tile I f installation. Installation work shall not proceed until satisfactory conditions are provided which include 0 1. Sub•floor Surfaces - 1/8 inch in 10 feet from required plane. 3.2 Installation: 0 A. General- 1. Grounds, anchors, plugs, hangers, door frames, electrical, mechanical, and other411111 work in or behind tile shall be installed before+ale work is started. 2. Center and balance areas of tile if possible. . 3. Hold cuts to a minimum with no cut pieces smaller than 1/2 tile s'e unless — absolutely necessary. Make cuts on outer edges of field. Smooth cu; edges. 11 Install tile without jagged or flaked edges. ' 4. Fit tile closely where edges will be covered by trim, escutcheons, or similar devices. 4 5. Splitting of tile is expressly prohibited except where no alternative is possible. 6. Make corners of tile flush and level with corners of adjacent tile, with due allowance to tolerance for tile as specified in ANSI A137.1 7. Keep joint lines straight and of even width, including miters. 8. Thoroughly back-up with thin-set bonding material thin-set trim units, molded, or shaped pieces, and secure firmly in place. -_ 9. Finish floor and wall areas level and plumb with no variations exceeding 1/8 inch in 8 feet from required plane. 10. Finished tilework shall be clean and free of pitted, chipped, cracked, or scratched tiles. Clean in accordance with TCA Specifications. C. Application of Tile to Floors- 1. Apply mortar bed 3/4 inch thick minimum at floor drain to maximum depth equal to depression in slab minus 1/2 inch. Properly cure before installing tile. — 2. Clean base surface thoroughly. Dampen if very dry, but do riot saturate. 3. Float mortar over area no greater than can be covered with tile while mortar "" remains plastic. Cover evenly with no bare spots. Comb mortar with notched _ , trowel of type recommended by Manufacturer within ten minutes of applying tile. ' 4. Insert temporary filler in expansion and control joints. `- 5. Finished setting bed thickness 3/32 inch to 1/8 inch thick with thinset mortar and 3/16 to 3/4 inch thick with medium bed mortar after beating in. " 6. Press tile firmly into freshly notched mortar. Beat-in and adjust tile before initial __ set takes place. 7. Press and beat tile into position to obtain 100 percent contact with mortar bed with no voids in mortar. Obtaining 100 percent contact with rib-backed tile may require troweling mortar layer on back of each tile prior to placing on mortar bed. D. Grouting of Tile- ' 1. Firmly set tile before grouting. This requires at least 48 hours. ,4 2. Remove spacers or ropes before grouting. 3. Remove glue from face-mounted tile before grouting. 4. Using grout of type and mix specified,force maximum amount of grout into joints. — 1 „ 5. Clean joints of cushion edge tile to depth of cushion. Fill joints of square edge ;,, tile flush with surface. 6. Fill gaps and skips. Do not permit mortar to show through grouted joints. Finished grout shall he uniform in color, smooth, and without voids, pin holes, or low spots, and tile shall be clean. E. Curing- Pige 0- Lee•Auff•Stark Architects .,. 1Y n4,R:...,„wr..•,... .. ,.............w...,,,,,,,—....y.........,...„..,. .. Tigard/Metzger Meeting House Oiler,Z9.Finishes tea.' M`;`" CDt�,, �ss.. 1. Damp cure tile installations including Portland cement grouts for 72 hours Is 4, ;4N . minimum. ,n 4 ., 611 3.3 Protection: `+ A. Close to traffic spaces in which tile is being set and other work being done. Keep closed .. until tile is firmly set. ..-, B. Newly tiled floors shall not be walked on nor worked on without tuciag kneeling boards or equivalent protection of tiled surface. CO END OF SECTION O Q9 312 INTERIOR CERAMIC TILE w/o SETTING BED } GENERAL - PART I "' ( 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and install cement board backer for ceramic tile. 2. Furnish and install ceramic tile as described in Contract Documents. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Quality of backer behind ceramic tile. 1.2 Submittals: , A. Product Data, Samples- 1. Manufacturer's literature for each component of system. 2. Samples of tile for approval before delivery of material to Project site. Installed tile shall match approved samples. . ,4: B. Quality Control- 1. Master grade certificate. C. Operations& Maintenance Manual Data - / t,+ 1. See Section 01 730. i ,' , 2. Manufacturer's literature for each element of system 3. Cleaning and maintenance instructions 4. Color and pattern selections 1.3 Delivery, Storage, & Handling: A. Deliver and store packaged materials in their original unopened containers with labels ! ; intact until time of use. Sto.3 and handle materials in a manner to prevent damage or contamination by water,freezing, or foreign matter. B. Keep grade seals intact and cartons dry until tile are used. PRODUCTS - PART II 2.1 Tile: A. General- 1. Tile shall be standard quality, dust-pressed, machine-made, white or off-white body, square or cushion edge, graded in accordance with TCA A137.1-1976. a. Field tile shall have two lugs on each edge to assure uniform joint, approximately 0 040 inch. b. External corners shall be standard round. c. Internal corners shall be square. B. Wall life- 1 . Glazed tile, cushioned edge, white body, luo type. 2. Tile Size- A,. a. 6"x 4"or 4"x 4" nominal r,, 3. Colors selected by Architect from color groups 1 and 2. 4 Approved Series& Manufacturers- I Lee•Ruff•Stark Architects - 1115/93-Page TI I Division 09-Anishes Tigard/Metzger Meed House ' Dnrng a. Bright Glaze or Matte Glaze Series by American Olean Tiie Co, Lansdale, 4:1 PA b. Semi-Gloss or Matte by Dal-Tile,Dallas,TX ' • ' ' • c. Bright Glaze or Matte Glaze Series by Florida Tile, Lakeland, FL d. Matte Glaze by United States Ceramic Tile Co, East Sparta,OH ,, i. 2.3 Dry-Set Portland Cement Mortar: A. Glazed White Body Wall Tile Setting Mortar- . - 1. Meet requirements of ANSI A118.1 for manufactured mortar. 2. Approved Systems& Manufacturers r,, a. Tile Mate by Bostik Construction Products, Middleton, MA ' '' . „o b. Permabond by C-Cure Chemical Co Inc, Houston,TX c. Custom Thinset by Custom Building Products, Bell, CA d. Kerabond by Mapei, Elk Grove Village, IL ' ` ''-'" e. Full Set by TEC Inc, Palatine, IL +`' 2.4 Commercial Grout: A. Color as selected by Architect. B. Epoxy Grout- 1. Approved Systems& Manufacturers- a. Bonsai B-160 Epoxy Grout by Bonsai Co, Charlotte, NC b. Latapoxy SP-100 by Laticrete International Inc, Bethany, CT c. Kerapoxy by Mapei, Elk Grove Village, IL EXECUTION - PART III 3.1 Examination: A. Prior to commencing ceramic tilework, inspect surfaces to receive tile and accessories and nctify Architect in writing of defects or conditions that will prevent satisfactory tile installation Installation work shall not proceed until satisfactory conditions are provided which include - 1 . Plane of Vertical Surfaces - 1/8 inch in 8 feet from required plane. Shall be plumb and true with square corners. 3.2 Installation: A. General- 1. Grounds, anchors, plugs, hangers, door frames, electrical, mechanical, and other work in or behind tile shall be installed before tile work is started, • 2. Center and balance areas of tile if possible. 3. Hold cuts to a minimum with no cut pieces smaller than 1/2 tile size unless absolutely necessary. Make cuts on outer edges of field. Smooth cut edges. Install tile without jagged or flaked edges. "`" 4. Fit tile closely where edges will be covered by trim, escutcheons, or similar devices. _ 5. Splitting of tile is expressly prohibited except where no alternative is possible. .. 6. Maintain heights of tilework in full courses to nearest obtainable dimension where heights are given in feet and inches and are not required to fill vertical spaces exactly. 7. Make corners of tile flush and level with corners of adjacent tile, with due allowance to tolerance for tile as specified in TCA 137.1 ._. 8. Keep joint lines straight and of even width, including miters. 9. Thoroughly back-up with thin-set bonding material thin-set trim units, molded, or - shaped pieces, and secure firmly in place. 't., 10. Finish wall areas level and plumb with no variations exceeding 1/8 inch in 8 feet from required plane. 11. Finished tilework shall be clean and free cl pitted, chipped, cracked, or scratched tiles. Clean in accordance with TCA Specifications. . B. Application of Tile to Walls . IAH 1. Mix mortar as specified by Manufacturer 15 age 1'2-1/15/93 Zee•Ruff•Stark Architects ... L_ ... ,..,. . . .....1 • . I , , . v '., . .•. 1. �',' .. M 1�,, "7':'' 1 °t� ,. ,,, I • ,+;,Atr�J.'�',� t`, ys,� ";.,1'4' ' "r 1 +h,; r. I, p2 1i r • p ,, Tigard/Metzger Meeting House Division 09-Finishes • L'• 2. Dampen drybackings only as needed to achieve cure. Float mortar with pressure • over an area no greater than can be covered with tile while mortar remains plastic. alle 0 Cover evenly with no bare spots. Comb mortar with notched trowel of type Y3, recommended by Manufacturer ten minutes maximum before applying tile. Do not apply tile to skinned-over mortar. Finished setting bed thickness, 3/32 to 1/8 1 7 inch thick after beating-in. D . , 3. Press glazed tile firmly into freshly notched mortar. Tap and beat to a true surface. Determine joint width by spacers on tile or by strings or pegs if tile without spacers ,,� are used. Press:nd beat tile into place to obtain at least 80 percent coverage by mortar on back of each tile. C. Grouting of Tile- 1. Firmly set tile before grouting. This requires at least 48 hours. A QI 2. Remove spacers or ropes before grouting. k 111 3. Remove glue from face-mounted tile before grouting. im 4. Using grout of type and mix specified,force maximum amount of grout into joints. 5. Clean joints of cushion edge tile to depth of cushion. Fill joints of square edge tile flush with surface. • 6. Fill gaps and skips. Do not permit mortar to show through grouted joints. Finished grout shall be uniform in color, smooth, and without voids, pin holes, or .lb;'', low spots, and tile shall be clean. , E. Curing- 1. Damp cure tile installations including Portland cement grouts for 72 hours ,, ii 1 minimum. 3.3 Protection: A. Close to traffic spaces in which tile is being set and other work being done. Keep closed until tile is firmly set. 1, '''' 111 END OF SECTION • ,i r l :.; Q9 511 ACOUSTICAL PANEL CEILINGS - ,, I t GENERAL - PART I "j 1.1 Summary: r A. Includes But Not Limited To - i " 1. Furnish and install tile for suspended acoustical ceilings as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 09 130 - Acoustical Suspension System 1.2 Submittals: A. Operations&Maintenance Manual Data - 1 . See Section 01 730. 2. Manufacturer's literature 3 Color and pattern selection 1.3 Delivery, Storage. & Handling: A. Store materials where protected from moisture and damage. B. Use no soiled,scratched,or broken material in theWork. I t - 1.4 Sequencing & Scheduling: A. Coordinate with other Sections involved. • 1.5 Maintenance: A. Extra Materials- , r Lee•Fluff•Stark Architects 1115193- PagiTT i ; 1.._ • �F R , lS . w Y .,0;,. .r ia• '$ ., W' 7d" T Otto * r �° i t �' alliS • I' i I 11 _ • �... ., , ,L' , ,. . .,. it 4f' • Division 09-Rnishes Tigard/Motzger Mooting House •A 1. Provide Owner with one carton of each type of tile for future use. f..1 PRODUCTS - PART II • 2.1 Tile: r A. Cast panels,core color to match surface color. 1..,• B. Finish - Use tile from same color run in individual rooms to assure color match. • C. Rating - Match UL fire-resistance classification of suspension system. w • D. Thickness - 3/4 inch minimum. ' S E. Approved Pattern & Manufacturer•• 1. Texture-Tone by Celotex, Tampa, FL 2. Glacier by U S Gypsum,Chicago, IL • EXECUTION - PART III ., 3.1 Exam nation: ' A. Inspect for defects in backing and support which are not acceptable. Report defects to '`.• ; Architect in writing. Do not install ceiling panels until defects in backing and support are corrected. IP 3.2. Installation: -- A. Materials shall be dry and clean at time of application. • iv Lir B. Install lay in panels in accordance with Manufacturer's instructions. 3.3 Adjusting, Cleaning: A. "Touch-up" minor abraded surfaces. a B. Remove from site all debris connected with work of this Section. 1 t" C. Remove and replace discolored tile to match adjacent tile. 1' D. Remove and replace damaged or out-of-level tile at no additional cost to Owner. END OF SECTION 09 512 ACOUSTICAL TILE CEILINGS GENERAL - PART I I / ' 1.1 Summary: :a A. Includes But Not Limited To - 1. Furnish and install tile on backerboard as described in Contract Documents. `;' d B. Related Sections- 1 I 1 . General Conditions and Division 01 apply to this Section. 2. Section 09 120 - Gypsum board suspension system 3. Section 09 260 - Gypsum backerboard I , 4 Section 09 922 - Priming of backerboard ' 1.2 References: +' f;; A. ASTM E 795-91, "Practices for Mounting Test Specimens During Sound Absorption 11 Tests" 1.3 System Description: A. Performance Requirements - 1. NRC U.60 minimum with Mounting Type B in accordance with ASTM E 795. t`` 1.4 Submittals: t. . A. Operations&Maintenance Manual Data - 1. See Section 01 730. 2. Manufacturer's literature on tile and adhesive II 3. Color and pattern selection 1.5 Delivery, Storage, & Handling: Ai A. Store materials where protected from moisture and damage. I B. Use no soiled, scratched, or broken material in theWork. 1 } 1.5 Project/Site Conditions: 1 ., ,,. .: iiiirll15/93 Lee•Ruff•Stark Architects , I .. .• '. g0 , n q "ti ) , J . . . dnai ..�1�, Y t ¢ r.� t"7Y'wa o ,ç :c 4�,,yyypp kk" .i.,4; 4,,,, l P� 1� t to 1 i�1f�11 d A w ,' k r(,',.,;1,;,;..9 S i�,,i`.,',1,-',,.., O.,:;1 • Y r b•- kip fq.Yi 1 ` � 1 4 . I - .I OP a ', Tigard/Metzger Meeting House Division 09-Finishes • A. Environmental Requirements - I 1. Temperature at time of setting tile shall he 70 deg F minimum. See Section 01 513. 1.6 Sequencing & Scheduling: A. Coordinate with other Sections involved. Do not install tile until backerboard has been — primed. • 1.7 Maintenance: A Extra Materials- 1. Provide Owner with two cartons of each type of tile for future use. ' PRODUCTS - PART II I 2.1 Tile: i ; A. Size- _- 1. 3/4"thick minimum x 12"x 12" 1 B. Finish- 1. Use tile from same color run in individual rooms to assure color match. C. Cast tile,square edge,core color same as surface color. D. Approved Pattern & Manufacturer- 1. Texture-Tone by Celotex, Tampa, FL 2. Glacier by U S Gypsum,Chicago, IL • -- 2.2 Adhesive: • • A. Nonstaining type suitable for work, best grade of Manufacturer. R. Approved Manufacturers - 1. Webtex Co, Baltimore, MD 2. W W Henry Co, Huntington Park, CA • 3. Equal as approved by Architect prior to bidding. See Section 01 630. 2.3 Edge M-iding: -" A. Steel "U" molding with baked enamel finish. • .„ B. Approved Manufacturers - .. 1. US 10 RWS 14 by USG Interiors, Chicago, IL ...., 2. 680-01 by Chicago Metallic Corp, Chicago, IL 3. Equal as approved by Architect prior to bidding. See Section 01 630. • EXECTION - PART III 3.1 Examination: A Inspect for detects in backing and support which are not acceptable. Notify Architect in writing of unacceptable conditions. Do not apply ceiling tile until defects in backing and support are corrected • , 3.2 Application: • A. Materials shall be dry and clean at time of application. B. Work shall be in accordance with Manufacturer's recommendations insofar as they are concerned with Contract Documents. ,, C. Lay out tile symmetrically about center lines of room unless shown otherwise on i Drawings. D. Leave tile in true plane with straight, even joints. • • ", E. Tile joints shall be straight and in alignment, arid exposed surface flush and level. • Wherever tile abuts walls, columns, and other vertical surfaces, furnish and install I . specified molding. • F. Locate fixtures symmetrically in room insofar as possible (unless shown otherwise). Locate fixtures within tile spaces or centerline on tile joints. Keep method of locating fixtures as consistent es possible throughout building. Fixture location method within each room shall always be consistent. • / 1 3.3 Adjusting, Cleaning: i A. "Touch-up" minor abraded surfaces. B. Remove from site debris connected with work of this Section. C. Remove and replace discolored tile to match adjacent tile. 0 • L$•Urnitiff•Slack Architects 1115193 Page 15 4 r • , Division 09-Rnishes TigardlMetzger Meeting Hr use i . A D. Remove and replace damaged or out-of-level tile at no cost to Owner. END OF SECTION t I . • i • . 09 522 ACOUSTICAL WALL PANELS I • GENERAL - PART I • 1.1 Summary: A. Products Supplied But Not Installed Under This Section 111 , 1. Factory-built wall panels. ; , B. Related Sections- • ' 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Installation • 1.2 Submittals: . A. Product Data 1 . Manufacturer's literature showing compliance with Contract Document I requireme-its. 'I B. Shop Drawings 1. See Section 01 340. C. Quality Control Submittals 1 . Written copy of Manfacturer's installation instructions. - D. Closeout Submittals • 1. Operations& Maintenance Manual Data - _ a. See Section 01 730. b. Manufacturer's literature. I c. Fabric and color selection. '' PRODUCTS - PART II • 2.1 Manufactured Units ' A. Acoustic Panels • 1. Factory-built, high impact,fabric-wrapped, semirigid fiberglass acoustic panels. 2. Nominal 1-1/8 inch depth. 3. Color& Fabric- Selected by Architect from Manufacturer's standard colors and - 3 : unbacked fabrics. I '1,t„, s, 4. Edge Shape - Beveled. 5. Approved Models & Manufacturers a. Model ATPS 1.1 by AVL Systems Inc., Ocoia, FL (800)228.7842 b. Model hirl-1s by Descoustics, Rexdale, Ontario (416) 675-3983 or North Thnawands, NY (800) 387-3809. c. Model IR 108 WPS by Wall Technology Inc., Broomfield, CO (303)466 lkiti - • 370U. III 2.2 Accessories A. Mounting Hardware 1. Panel Manufacturer's metal Z-clip mounting hardware and bottom leveling angles designed for substrate on which panels are to be mounted. iii EXECUTION - PART Illi 3.1 Installation: I4 i A. Anchor bottom leveling angle to substrate, 3/4 inch minimum penetration into framing or ' .11 • blocking. B. Anchor Z-clips to substrate, 3/4 inch minimum penetration into framing or blocking. C. Secure at top to prevent panels from being lifted out of Z-clips f' END OF SECTION e�ge'lt; . ,... _ ._....,.,..,«.ao.wMoakin.4K+44? Hkrbda7N. `:r1444.44.40MI t»Ma44140i*.r....,,. .. ! i • ' Tigard/Metzger Meeting House Division 09-Finishes 09 570 WOOD PARCIJET FLOORING .. GENERAL - PART Iw 1.1 Summary: • A. includes But Noi Limited To- 1. Furnish and install parquet hardwood floors completewith thresholds, and other w items specified. 2. Prepare and finish hardwood flooring system. B. Products Installed But No: Furnished Under This Section - - 1. Volleyball Floor Anchors � C. Related Sections - 1. General Conditions and Division 01 apply in this Section. 1 2. Section 09 678 - Resilient rubber base • 3. Division 11 - Volleyball Floor Anchors 1.2 Submittals: A. Product Data, Shop Drawings- 1. See Section 01 630. 2. Submit Manufacturer's product literature on specified system. 3. Submit shop drawings showing game lines and colors. IB. Operations& Maintenance Manual Data - 1. See Section 01 730. 2. Manufacturer's literature or cut sheets for flooring system and finish system. 3. Maintenance and refinishing instructions. • , — 4. Copy of specified warranty 1.3 Quality Assurance: • A. Qualifications- - 1. Installer shall be Manufacturer trained and certified to install specified floor system. 1.4 Project/Site Conditions: • A. Environmental Requirements 1 . Temperature shall rie 7C deg F as minimum in room on site where material is stored prior to it stallation, tor one week prior to installation and continuously during installa+;on inrooms where flooring is to be installed, and for one week afterfinal co?,of finish is applied. See Section 01513. 1.5 Sequencing & Schedur'ng: A. Coordinate with Divi;ion 03 to ensure slab installation is adequate for wood flooring • , installation. B. Do not install wood flooring until interior "wet type" cement trades are installed and overhead mechanical trades have completed work in wood floor areas. 1.6 Warranty: A. Provide Owner with Flooring Company's two-year written guarantee covering labor and .__, materials. PRODUCTS - PART II 2.1 Flooring System Components: A. Concrete Primer - Manufacturer's standard sealer to fit specified system. - B. Adhesive - One component elastomeric polyurethane C. Wood- Option One 1 . Straightline Pattern- • -ee•Ruff' irk Architects 1115193- Page 17 L ' .. ^\1 •- • • r Division 09-Rnishes Tigard/Metzger Meting House " a. Northern Rock Hard Maple No. 2 and better grade, MFMA trademarked M , and grade marked. b. Edge grained, square edge, kiln dried. , c. 5/16"thick x 9"x 7/8" in 18 inch long units D. Reducer Strips- 1. Matching Northern Hard Maple. E. Approved Systems& Manufacturers- M , 1. Action Wood by Action Floors, Mercer,WI 2. SportBond by Connor-AGA, Amasa, MI _. 3. Sportwood by Robbins Inc, Cincinnati, OH 4. Super-Bond by Superior Floor Company Inc, Wausau, WI 2.2 Floor Finish: A. Sealer- -- 1. 1. Sealer 7ecommended by Top Coat Manufacturer. B. Top Coat- 1. Water Based Urethane- a. Water based, water clear, urethane meeting requirements of Maple Floor Manufacturers Association and CARR (California Air Resources Board)or ' other jurisdictions for pollution control. b. Approved Finishes & Manufacturers - - 1) Pacific Sport by BonaKemi USA, Inc, Denver, CO 2) Hydroline Wood Floor Finish by Basic Coatings, Des Moines, IA 3) Aquatech Finish by Dura Seal Div of Minwax Co Inc, Montvale, NJ 4) WP-4 Waterborne Urethane Wood Finish by Federal International Chemicals, Elmhurst, IL. 5) The Contender System by Hillyard Floor Treatments, St Joseph, MO 6) Waterthane 901 by Magee Industries Div-Midland Chicago Corp, .... Alsip(Chicago), IL EXECUTION - PART III 3.1 Examination: A. Verify slab installation meets requirements for wood flooring installation. Notify Architect in writing if conditions are not satisfactory. Do not install flooring over improperly installed slab. 3.2 Installation: ' A. Install in accordance with manufacturer's recommendations. B. Membrane- 1. Prime concrete slab. 2. Trowel apply adhesive. 3. Install specified flooring in adhesive. Leave 3/8 inch minimum expansion void at vertical obstructions. C. Volleyball Floor Anchors - 1. Install in accordance with Anchor Manufacturer's instructions and as detailed. • D. Sanding - 1 Make sure floor is free of moisture. 2. Sand with heavy, power driven type drum sander, edge, buffer, and hand scraper. Use dust accumulator on machine. 3. Sweep floors clean. 1 ,- 4. Sand with coarse, medium, and fine grade sandpaper as recommended by Flooring Manufacturer. 5. Make sure floor is sanded level before sanding with medium grit sandpaper. 6. After sanding with drum sander, buff floor with heavy duty buffing machine using — 100 grit screenback or equal grit sandpaper. „ 7. Scrape corners _and other areas not reached by machine. " Time 1A - 1/11765--' - -Ttiii•Ruff•Stark Architects ......;,,,,,,,I, , d ( , r �.- - j ., TiercVMetzger Meeting HouseDivision 09-Finishes 8. Vacuum or tack floor before applying first coat of finish. • 9. Floor shall present smooth surtace without drum stop marks, gouges, streaks, or shiners. MD E. Finishing - 1. Allow for adequate ventilation to insure proper curing. 2. Finish Coats- a. Apply two coats of sealer and three coats of finish with ample time Er between coats for material to properly dry before applying additional coats. • -- 1) If material is applied with Easy Way applicator, include Coating . Manufacturer's recommended weighted attachment to insure specified coverage. 0,, b. Coverage shall be 700 sq ft/gal maximum with 4 mil total thickness minimum. 3. Gama Lines- a. Apply game lines in accordance with Contract Documents and as "'I recommended by Finish Manufacturer. W. b. Colors as directed by Architect. 3.3 FteId Duality Control: 4., ,k. Retain r-mpty top coat containers to verify compliance with specified spread !r quirements. „1 3.4 PE.tectlon: �, A. Keep floor free of traffic for 48 hours minimum after application of final coat, and allow no social or athletic activities for one week minimum. .«», END OF SECTION M*k 09 665 RESILIENT SHEET FLOORING "`.4 GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- Iwo 1 . Furnish and install flooring, with coved sheet vinyl base where indicated on Drawings, as described in Contract Documents. 0.4 B. Related Sections- 4 111.10 1. General Conditions and Division 01 apply to this Section. 1.2 Submittals: A. Operations& Maintenance Manual Data- 1. See Sectic 1, 01 730. "•' 2. Manufac4.,. ar's literature or cut sheet 3. Maint mance instructions """ 4. Color and style selection M. 1.3 Delivery, Storage, & Handling: A. Store materials so as to avoid soiling and damage. B. Store materials at not less than 70 deg F for at least 24 hours before using. See Section 01 513. • 1.4 Project/Site Conditions: A Do not apply in temperatures below 70 deg F. See Section 01 513. 1.5 Sequencing & Scheduling: A. Coordinate with Owner to determine type of floor finish to be used at completion of installation. Lae•Ruff•Mark Architects • 93-fig°ir 1 . L., , ...I A • • 1T A1.. Fy ;.o' .4? 11N . gel.1'wr •••,1„Y r , \Y J, je :1� p"7A• ` °.11�11� 1 M� .t. V ye• ott • .I u�nv.rvrw...y , Division 09-Fnishes Tigardlletzger Meeting House • — — • PRODUCTS - PART II 2.1 Flooring: A. 0.0E0 inch mir,imum vinyl wear layer bonded to filledfibrous composition backing. Total • thickness 0.080inch minimum. Color and pattern to extond entirely through wear layer. . B. Colors& Patterns- 1. To be selected by Architect. • C. Approved Manufacturers& Styles go - 1. Possibilities Commercial or Custom Corior, by Armstrong World Industries 2. Marathon by Congoleum Corp, Lawrencevi,le, NJ • ''•' 3. Fine or Random Fields by Manningtor Commercial, Salem, NJ 2.2 Adhesive: IN i A. Water-resistan'type. Best grade in accordance with Manufacturer's recommendations. R 2.3 Metal Corner & Edge Trim: i4 A. As recommended by Sheet Vinyl Manufamurer. w EXECUTION - PART III 3.1 Examination: _ 4 A. Inspect surfaces for conditions not suitable for first class installation. Remedy cracks and minor irregularities in accordance with Manufacturer's recommendations. Do not start work until defects are corrected. 3 j;'' 3.2 installation: ' A. Install flooring in manner to produce smooth, even finished surfaces tightly jointed and i , accurately aligned in accordance with Manufacturer's recommendations. «;- A. 1. Fit neatly against projections, piping, electrical service outlets, etc. V. 2. Leave flooring level, free from buckles, cracks, and projecting edges. �,+ B. Install in accordance with Manufacturer's recommendations. ii4� �! 3.3 Adjusting, Cleaning: I f, :, A. Within 48 hours of flooring installation, strip and seal flooring. 1 . Strip factory finish from floor. i P it 2. Rinse floor using new mop and clean water. 3. After allowing floor to dry, apply five thin coats of acrylic commercial floor polish • - used in Church maintenance program. B. Inspect floors, make necessary adjustments within one month after mechanical heat or1111 other heat has been supplied continuously in finished areas. END OF SECTION i ., Q.9 678 _ RESILIENT BASE & ACCESSORIES 1 GENERAL - PART I 1.1 Summary: i1 A. Includes But Not Limited To- 1 . Furnish and install molded rubber products as described in Contract Documents. B. Related Sections - I'; 1. General Conditions and Division 01 apply to this Section. 1.2 Submittals: A. Operations& Maintenance Manual Data- I 1 . See Section 01 730. 2 Manufacturer's literi ture or cut sheet Page 20 - 1115193 Lee•duff•Stark Archltechs ti,. 1.. • /IP L ,. ... r �k • . . . 1. . '7 f �"' Tigard/Me►ager Meeting House Division 09-Finishes 3. Color selection 1.3 Delivery, Storage, & Handling: "" A. Store materials so as to avoid soiling and damage. OP B. Store materials at not less than 70 deg F for at least 24 hours before using. See Section \\ 01 513. 1.4 Project/Site Conditions: A. Do not apply in temperatures below 70 deg F. See Section 01 513. elle PRODUCTS - PART II 2.1 Rubber Material: A. Homogeneous, first-quality rubber compound, free of foreign materiels, properly vulcanized, free from objectionable odors, blisters, cracks, and other defects affecting IMP appearance or serviceability of rubber and shall not contain fabric. B. Color pigments used shall be highly fade-r.3sistant, insoluble inwater, and resistant to light, alkali and other cleaningagents. _ C. Colors as selected by Architect. 2.2 Vinyl Matey ial: A. NOT ACCEPTABLE UNDER ANY CIRCUMSTANCES. 2.3 Base: ' A. Molded or Extruded/Vulcanized rubber. B. Size 1/8" x 4". • C. Use preformed external corners, butt joint interior corners. D. Style - Coved 11: 1 E. Approved Manufacturers- 1. Burke Flooring Products, San Jose, CA 2. Flexco, Tuscumbia,AL. 3. Johnsonite Flooring Products Div, Middlefield, OH 4. Mercer Products Company Inc, Orlando, FL 5. Roppe Rubber Corporation, Fostoria, OH 2.4 Adhesive: A. Best for work as recommended by Manufacturer. • EXECUTION - PART Ill 3.1 Examination: `. A. Inspect surfaces for conditions not suitable for first class installation. Remedy cracks and E` , n minor irregularities in accordance with Manufacturer's recommendations. Do not start work - until defects are corrected. 3.2 Preparation: A. Surface to receive rubber shall be sound, clear, free from foreign matter, tightly nailed, F'. anddry. 3.3 Installation: t. «-, A. Install in manner to produce smooth, even finished surfaces t'ghtly jointed and accurately a` aligned in accordance with Manufacturer's recommendations. 1. Fit neatly against projections, piping, electrical service outlets. etc. . 2. Fit rubber tightly. Use fillers where necessary I. 3. Secure rubber with Manufacturer's approved adhesive. Cement base ti•+i substantially to vertical surfaces including cabinet workbase. 4 Line up top and bottom lines of base throughout. 5. Roll rubber until firm bond has been established. 6. Leave level, free from buckles,cracks, and projecting edges. ;, 7. In wall runs longer than 12 inches, install no lengths of base %,horter than 12 inches long. 1 11 3.4 Adjusting, Cleaning: • fir, A. Inspect and make necessary adjustments within one month after mechanical heat or other heat has been supplied continuously in finished areas. li' 1 3.6 Protection: Lee•Ruff•Stark Architects 1 . �nqa 2t 1 /.. ,......i --10: • , . w, , ,„,,, ., Division t)9-Finishes TigardlMetzger Meeting House ' A. Keep traffic away until adhesive has set. • END OF SECTION • 09 681 FLOOR PREPARATION FOR CARPET INSTALLATION • GENERAL - PART I 1.1 Summary: A. Includes But Noi ' imited To- ' 1. Prior to inst.rlation of carpet, prepare floor as specified. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. PROVUCTS - PART IICO 2.1 Floor Patching Compound: A. Ardex K-15 by Ardex Inc, Coraopolis(Pittsburgh), PA B. Webpatch by Webtex Company, Baltimore, MD C. Equal as approved by Architect prior to bidding. See Section 01 630. • EXECUTION - PART III 3.1 Preparation: • .• A. Over Concrete- . Remove paint, sealer, grease, oil, silicone sealants, and other materials incompatible with carpet adhesive. 2. Patch cracks, holes, and irregularities withspecified material to provide a smooth, level surface. • B Over New Unfinished Wood Flooring-1. Prepare wood floors by using latex under'ayment to make smooth and level. END OF SECTION 09..687 TUFTED _CARPET DIRECT GLU D GENERAL - PART I • 1.1 Summary: A This Specification establishes quality of materials and installation on main floor and stairs for information of Contractor, Architect and Owner's Representatives. See Section 01 101. Furnishing and installing work of this Section will be by Owner except as specified • below. B. Related Work- 1. Section 09 681 - Floor Preparation 1.2 References: A. ASTM D 2859-76, "Test Method for Flammability of Finished Textile Floor Covering Materials" B. ASTM E 648-91, "Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source" C. NFPA 258-1982, "Standard Research Test Method for Determining Smoke Generation of Solid Materials" 1.3 Submittals: A. Operations& Maintenance Manual Data - 1. See Section 01 730, 2. Manufacturer's literature or cut sheet 3. Color and style selection 1.4 Quality Assurance: Page 22 - i/15/91 Lee•Puff•Stark Architects • • . . • r 1 I . Tigard/Matzger Meeting House i Division 09-Finishes • A. Requirements of Regulatory Agencies - • 1. Carpet specified shall have been tested in accordance with ASTM E 648, ASTM s '! D 2859, and NFPA 258, and shall meet or exceed N.B.S. requirements for exits and corridors. • 1.6 Project/Site Conditions: A. Environmental Requirements - 1. See Sections 01 513 and 01 561 for requirements placed on General Contractor. OP 2. Contact Architect for instructions in regard to conditions not covered in this Section. • I 1.6 Maintenance: w A. Provide one year free service for correcting conditions resulting from faulty workmanship. Faulty workmanship shall include but not be limited to- 0. 1. Open seams • j11ii 2. Over compressed (humped) seams AM. 3. Frayed seams • *: i 4. Air bubbles or wrinkles 5. Failure to neatly butt to walls and around door frames. PRODUCTS - PART II 2.1 Carpet: A. Secondary Backing - ri 1. Tufloc-Action Bac by J &J ti` B. Loop Pile Carpet - 1. Approved Styles& Manufacturers- a. Bonneville (Style 2290) by J & J i 2.2 Glue-Down Carpet Accessories: A. Adhesive - ,.., ii 1. Multi-purpose Adhesive #251 by WWHenry Company, Huntington Park, CA 2. Para-Chem M433 latex and M263 latex for seams. :.:. B. Carpet Bars- 1. Deluxe pinless by Roberts. i 2. Equal as approved by Architect prior to bidding. See Section 01 630. EXECUTION - PART III • 3.1 Examination: A. Notify Architect in writing if base is not acceptable. Donot lay carpet over unsuitable surface. r '. 3.2 Installation: • I A. Restrict use of small pieces of carpet to complete job with carpet available to small rooms other than offices. B. Laying of Glue-Down Carpet - 1 . Spread of adhesive not to exceed 40 square yards per 5 gallon pail. 2. Trim selvedge and two rows of pile from longitudinaledges. 3. Cut two pieces of carpet to length plus trim and layin place forming seam by method recommended by Carpet Manufacturer. Snap a chalk line to mark seam location. 4. Turn each piece back approximately 3 feet from seam and spread adhesive uniformly for 2 feet each side of chalk line. 5. Unroll one piece of carpet into adhesive. Roll out air bubbles towards seam. Unroll second piece toward seamand work cut edge into adhesive to pick up sufficient adhesive to "butter" seam. Roll out air bubbles in second piece toward seam. , iii 6 Roll up uncemented portion of first piece toward seam. Apply adhesive and unroll . carpet into adhesive. Rollout air bubbles away from seam. Do likewise with secondpiece but omit adhesive for 2 feet from uncemented edge where next seam will occur. Cut off excess carpet. Leo•Ruff►Stark Architects 1/15/93 --lfegi TY 1 t L or . . {° I • IL i I...'•C•1'' ' y ' Div_ ision 09-Knishes Tigard/Metzger Meeting House Vit. 1 7. Cut next length of carpet and lay in place. Repeat installation procedure. 8. Use seam adhesive along trimmed edges of seamed area. .' 9. At columns and other penetrations, cut carpet with maximum possible overage. r' 41 Position seams made by these cutsfirst. 10. Use carpet bars at exposed edges. `e 1).' 3.3 Salvage: k` A. Usable pieces of carpet left over from installation are property of Owner. Roll neatly and ' 11111 store in one location in building. Remove scraps and trimmings from site. t END OF SECTION n 1 409 90141. 1.1 Summary: GENERAL PAINTING REQUIREMENTS GENERAL - PART I ! Oft ` ,... i ,. ,.. :4oft A. Includes But Not Limited To - 1. Finishing elements of the building shown on Finish Schedule or specified below. 2. Finish work to he installed under Section 06 201. Back prime work to be installed against concrete or masonry or subjected to moisture. 3. Paint mechanical and electrical items that require field painting as determined by • j 1r' Architect. These include but are not limited to- ' Ir-.: a. Gas pipe from gas meter into building b. Metal protective structures for refrigerant lines c. Mechanical flues and pipes penetrating roof d. Electrical panel and disconnect enclosures , : B. Related Sections - �`� i 1. General Conditions and Division 01 apply to this Section. I . .T. V 2. Division 15 - Mechanical identification 6 3. Division 05 - Shop priming of steel& iron 1.2 Submittals: 1 • A. Product Data ;i4 - 1. Submit written list of specific products proposed along with Manufacturer's certification that products meet specified requirements. ! '-- a. Data shall be specific as to Manufacturer's brand name and identifying ' numbers. i 0 '. 14., 4,t b. Basic minimum ingredients specified may not be altered by so caled • iiit "equivalents". 1, c. Indicate square footage to be covered by each product, Manufacturer's ' r ";'; recommended coverage rates, and amount of product required based on M S" average coverage. d. Indicate items to be finished as work of each painting Section. e. Outline preparation and application procedures to be followed including ' 1. application methods, time between coats, and environmental and other 1 , w i,: conditions which may cause alteration of outlined procedures. f. Provide Manufacturer's cut sheets which indicate paint components. As y ' a minimum, specification requirements for paint composition shall beat y ,n given on cut sheets submitted. I • 11,1 2. Provide one copy of approved product date each for Owner and Architect, and one copy to be maintained on job-site. " B. Operations& Maintenance Manual Data - ` r 1 See Section 01 730. ' 2. fv,anufacturer's literature or cut sheets on each paint system Page 24 - 1115/93 i Lee•Ruff•Stark Architects i j • t i .. TigardMletz er Meeting House Division 09-Finishes • i.} . b. Maintenance instructions 4. Color selections 1.3 Quality A.zsurance: a, A. Qualifications- 1. Applicator shall have experience in application of specified products for five years minimum and be acceptable to Architect and Manufacturer. ' t B. Field Samples- 1. Prior to application of any paint system, if required by Architect, meet on Project • site with Architect, Owner's representative, and Manufacturer's representative. Architect may select one surface for application of each paint system specified. 2. Apply paint systems to surfaces indicated by Architect following procedures 4110 outlined in Contract Documents and Product Data submission specified above. 3. After approval of samples, proceed with application of paint system throughout i Project. "`� 1.4 Delivery, Storage, & Handling: ' A. Deliver specified products in original containers with labels intact on each container. Deliver amount of material indicated on submittal for Project in single shipment. Notify Architect two working days prior to delivery. • • B. Store materials in&ngle place. C. Keep storage area clean and rectify any damage to area at completion of work of this 1 w Section. Maintain storage area temperature at 55 deg F minimum. yyyy 1.5 Project/Site Conditions: A. Environmental Conditions - 4. • r 1. Perform painting operations at temperature conditions recommended by *-1 Manufacturer for each operation. See Section 01 513. 1.6 Sequencing & Scheduling: 7 A. Coordinate with other Sections for work that requires painting prior to installation. ,,,; 1.7 Maintenance: ok„ - A. Extra Materials- i --.11. If requested by Architect, provide one quart of each finish coat material in i ! : , Manufacturer's original container in each color used. Provide one pint of each • primer and of each undercoat in each colcr u,ed. ' PRODUCTS - PART II v 1 2.1 Materials: A. Linseed oil, shellac, turpentine, and other painting mates ials shall be pure, of highest • quality, and bear identifying labels on containers. j'. B. Tinting color shall be best grade of type recommended by Manufacturer of paint or stain i'. .1 used on Project. C. Paint compositions shall not only meet specfied requirements but also contain sufficient ,' miscellaneous components to promote proper drying and performance during and after application. ,` 2.2 Source Quality Control: A. Verification of Performance - I 1. Owner may test any products provided for compliance with Contract Document requirements at testing laboratory of his choice. EXECUTION PART III 3.1 Examination: A. Examine Contract Documents for painting requirements of other trades. Become familiar ;1 with with their painting provisions and the painting of finish surfaces left unfinished by the • requirements of other Sections. • 3.2 Preparation: r' A. Protection - ,, 1. Remove all oily rags and waste from building each night. Take every precaution to avoid danger of fire. 4.- Leh•Auil•Stark Architects 1/1E43- Page 25 I a w 4 �j� l y , an' 111. • ''4 • Division 09-Knishes Tigard/Metzger Meeting House ; . ,,`. 2. Protect finish work ana adjacent materials during painting. • I ,' 3. Good painting practice ,excludes splattering, dripping or painting any surfaces net intended to he painted. These items will not be spilled out in detail but pay special attention to the following - a. Do not paint finish copper, bronze, chromium elate, nickel, stainless • steel, anodized aluminum, or monel metal except e:explicitly specified. '. b. Keep cones of ceiling speakers completely free of raint. If it is required 0 that metal speaker grilles at.2 to be painted, paint prior to mounting grilles r' , to speakers. Mask off mete grilles installed on ceiling speakers if ceiling is being spray painted. B. Surface Preparation 1 . Surfaces to be painted shall be clean and tree of loose dirt. Clean and dust 1 surfaces before painting or finishing. 2. Do no exterior painting while surface is damp, unless recommended by .0 1 Manufacturer, nor during rainy or frosty weather. Interior surfaces shall be dry before painting. — • j 3. Wash metal surfaces with mineral spirits to removedirt and grease before applying materials. Where rustor scale is present, use wire brush or sandpaper toclean before painting. Clean shop coats of paint that have become marred and touch up with proper type primer. 4. Treat galvanized metal and zinc surfaces as specified and in accordance with Manufacturer's directions before applying first paint coat. 5. Sand woodwork smooth with 220 sandpaper and clean surfaces before proceeding with stain or first coat application. i 6. Fill holes and cracks in surfaces to receive paint or stain. `.. 3.3 Application: A. Carefully follow Specifications and color schedule, painting complete all surfaces to be • painted. B. Spread materials smoothly and evenly. C. Putty nail holes in wood after application of first finish coat using natural colored type to a match wood finish. Bring putty flush with adjoining surfaces. 1 ,;;‘,i r D. Finished work shall be uniform, of approved color, smooth, and tree from runs, sags, defective brushing, rolling, clogging, and excessive flooding. ., r ,;.` E. Read color schedule for rooms before priming walls. Tint priming coat and undercoat to P approximate shade of final coat, but with enough difference so it is possible to check application of specified number of coats. F. Touch up suction spots after application of firstcoat. r- " kt G. Use fine sandpaper between coats as necessary to produce even, smooth surfaces. ,_ v H. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats. , I. Make edges of paint adjoining other materials or colors clean, sharp, and without t.", overlapping. M 3.4 Adjustment & Cleaning: A. Do not discard paint containers without Architect's written approval to allow count to t de'errnine if paint delivered was applied. B. A i completion of Project, touch up work to match specified finish. Repaint areas damaged during construction with specified finish at no additional cost to Owner. , } C. Upon completion of work of this Section, remove paint spots from floors, walls, gloss, or At other surfaces and leavework clean,orderly, and in acceptable condition. Pemove debris caused by work of this Section from premises. END OF SECTION . III i. j illinrilini •""•' Lee•Ruff•Stark Architects . • _....••. u+W.Mnwwrnw.ww.... L ...,1---ioosioissimplsomij........... .,,. ... . .._, ,, .., .. . ,„., ... .. , , ,. , . •. • ,......... . ... . ,„ , . .. , . .. . ,.. 4. . t w Tigard/Metzger Meeting House Diviuion 09-Finishes 09 912 EXTERIOR PLAIN IRON & STEEL GENERAL - PART I • 1.1 Summary: A Includes But Not Limited To- • -- 1. Preparing and painting new exterior plain iron and steel surfaces as described in • Contract Documents. B. Related Sections- •,_ 1. General Conditions, Division 01, and Section 09 901 apply to this Section. 1.2 System Description: Q • • A. Design Criteria - 1. Systems specified are in addition to primp coats provided by other Sections. PRODUCTS - PART II . • ' 2.1 Mixes: A. First Coat - Alkyd"Rust Inhibitive"metal primer. . 1. 1.25 mil minimum thickness. 2. Contents - a. 30% minimum pigment by weight b. 70% maximum vehicle by weight c. Total composition shall include - , 1) 10% minimum total weight - Rust Inhibitive pigments (Zinc Phosphate, Red Iron Oxide). -- 2) 23% minimum total weight - Safflower Alkyd Resin vehicle. B. Second Coat - 100% Pure Acrylic Latex. Vinyl acrylic not approved. 1 . 1.2 mil minimum thickness. 2. Contents - a. 34% minimum pigment by weight b. 66% minimum vehicle by weight c. Total composition shall include - 1) 20%minimum total weight - Titanium Dioxide pigment,Type III or IV (with slight variation allowed for color). 2) 14% maximum total weight - Extender pigments (slight variation allowed for colors). 3) 17% minimum total weight - 100%pure Acrylic Resin Vehicle. 4) 0.2% minimum total weight - Fungicide. 2.2 Manufacturers & Systems: A. Benjamin Moore- 1. First Coat - Ironclad Retard-X Rust Inhibitive Latex Primer 162 2. Second Coat - Moorlife Latex House Paint 105 • B. Devoe- 1. First Coat - 41702 Metalclad Acrylic Primer 2. Second&Third Coats - 15XX Exterior Acrylic Flat - , C. Sherwin-Williams- 1. First Coat - DTM Primer/Finish, B66W1 - 2. Second Coat - Weather Perfect Acrylic Latex Flat ExteriorFinish. EXF..;UTION - PART III 3.1 Application: See appropriate paragraphs of Section 09 901 • END OF SECTION • 00•fluff•giark—Arch ttects 1/16/93- Pegs 27 .... .. , .....w.w.+mWwnleTMilq -..s.-�w-.q,.�--wn.w+Nw.1T r•..,,1.".:' :J,•{ ,. •••Nd?::71SMYp1'MAIVH'YIICwA.w..rwM:.. \ r J , • ' ��, , - • I I' , r t. • , ( ' . r— _ 71_ ' i Division 09-Finishec Tigard/Metzger Meeting House it 09 913 EXTERIOR GALVANIZED IRON j'K41 ' GENEERAL - PART : I il 'i 1.1 Summary: A. Includes But Not Limited To- II!' itL 1. Preparing and painting new exterior exposed galvanized metal surfaces as 1 iteit ' 4111 1 , Described in Contract Documents. r ',' ' B. Related Sections - j 1. General Conditions, Division 01, and Section 09 901 apply to this Section. PRODUCTS - PART II , °: , 2.1 Mixes: ' ` '`' A. First Coat - Galvanized metal primer. • 1. 1.25 mil minimum thickness. .., . , 2. Contents - a. 30% minimum pigment by weight ' b. 70% maximum vehicle by weight c. Total composition shall inc�ude - . -. t 1) 15%minimum total weight - Titanium Diuxide pigment,Type III or it4 IV. _ . r 2) 15% maximum total weight - Extender Pigments. - i 3) 21% minimum total weight - Pure Acrylic Resin vehicle. 1.4'!' • 4) 0.2% minimum total weight Fungicide. B. Second Coat - 100% Pure Acrylic Latex. Vinyl acrylic not approved. lii 1 . 1.2 mil minimum thickness. 2. Contents - a. 22% minimum pigment by weight b. 78% maximum vehicle by weight _. c. Total composition shall include- , 1 1) 19%minimum total weight - Titanium Dioxide pigment,Type III or : I IV tv.:''1 slight variation allowed for color). 2) 22% minimum total weight - 100% pure Acrylic Latex Resin vehicle -_ i 3) 0.2%minimum total weight - Fungicide. • 2.2 Manufacturers & Systems: A. Benjamin Moore - 1. First Coat - IronClad Galvanized Metal Primer 155 2. Second Coat - Impervex Latex High Gloss Enamel 309 B. Devoe - - 1. First Coat - 41702 Metalclad Acrylic Primer 2. Second& Third Coats - 417XX Metalclad Acylic Semi-Gloss I C. Sherwin-Williams- 1. First Coat - DTM Primer/Finish B66W1 '1' 2. Second Coat - A-100 Gloss Latex, A8 Series ' EXECUTION - PART III ;''' ' 3.1 Application: A. New Work- ' 1. See applicable paragraphs of Section 09 901. f1 li 2. Treat galvanized metal and zinc surfaces prior to applying first coat of paint. 3. Prime surface. n • 4. Apply finish coats. I END OF SECTION Ii Irage 28 • 1115/93 Lee•Ruff•Stark Architects14 I • 1 1 t I o .4',.'4'!9 '. 7' t; 'illk '04(.4*'i * !tNF `: '.4 III'" `"'Vfi. ,. {4 4t*'^'' !"OP",".'�'0 41°' 1 f. { • j' { i • 1 i Tigard/Metzger Meeting Houbd Division 09-Knishes ," , . • 09 915 EXTERIOR WOOD „; GENERAL - PART I ' j 1.1 Summary: tt A. Includes But Not Limited To- . 1. Preparing and painting new exterior wood surfaces as described in Contract I Documents : . - B. Related Sections- ., 1. General Conditions, DivAiun 01, and Section 09 901 apply to this Section. 4 .e s • PRODUCTS - PART II 2.1 Mixes: Alternate II-Semi-Gloss Finishes A. First Coat - 100% Pure Acrylic Latex Wood Primer. 1. 1.5 mil minimum dry thickness. 2. Contents - a. 19% minimum pigment by weight . • • ",i b. 81% minimum vehicle by weight , • -.l c. Total composition l',Irdll in cluda - ! 1) 13%minimum total weight - Titanium Dioxide pigment,Type III or IV. , 2) 7%maximum total weight - Extender pigments. • 3) 22% minimum total weight - 100%pure Acrylic Resin vehicle ‘,.'t,,,, M 4) 0.2%minimum total weight - Fungicide. !,' B. Cc:-.:-..:n.1&Third Coats - 100% Pure Acrylic Latex. Vinyl acrylic not approved. { ,, i 1 1.3 mil minimum dry thickness each coat. 4 2. Contents - '' ' a. 21% minimum pigment by weight { b. 19% maximum vehicle by weight ` '' hit c. Total composition shall include - r, 1) 19%minimum total weight - Titanium Dioxide pigment,Type ill or ` IV (with slight variation allowed for color). ': i 2) 22% minimum total weight - 100%pure Acrylic Resin vehicle 3) 0.2% minimum total weight - Fungicide. 2.2 Manufacturers & Systems: A. Benjamin Moore First Coat - Moore's Latex Exterior Primer 102 Second&Third Coats - MoorGlo Latex House&Trim Paint 096b B. evoe- i. First Coat - 1502 Exterior Acrylic Primer 2. Second&Third Coats - 18XX Exterior Acrylic Gloss C. Sherwin-Williams- 1. First Coat Exterior Wood Primer ii 2. Second&Third Coats - A-100 Gloss Latex House&Trim " nr EXECUTION - PART III 3.1 Application: %l See appropriate paragraphs in Section 09 901. . [ END OF SECTION r • *Muff•Stark Architects 1115/93 - Page 29 . _,_- r .,, 7. 7k, ,.:: .0 , . , ., , „, ... ,...„ ..,, , , , ,_ ,, ,; • r. ) 3 , ' kr I pr �. �� .0 .�41' i- G SIL ,Itr.. t,l 5 rat�Fr '">+flC A .. ..�, .', rrf,'..4 -�,�k'r ` `•, ,1! "* ir�aT�v�7r;;i'/rtA r 2�Fr • , r Division 09-Rnishes Tigard/Metzger Meeting House I ':,a a • - ,.1 I I • 09 922 INTERIOR GYPSUM WALLBOARD ` MD GENERAL - PART I 1.1 Summary: • A. Includes But Not Limited To- s 1. Preparing, priming,and finish painting new interior gypsum wallboard surfaces as I ' described in Contract Documents. 2. Priming new interior gypsum wallboard surfaces to receive wall covering or acoustic tile. r, , so B. Related Sections • - 1. General Conditions, Division 01, and Section 09 901 apply to this Section. 1.2 Sequencing & Scheduling: A. Coordinate with Division 16 to ensure light cove interiors are properly cleaned and 1' painted prior to installation of light fixtures. PRODUCTS - PART II + 2.1 Mixes: i • A. Latex Primer/Sealer- 1. 1.0 mil minimum dry thickness. 2. Contents • - a. 17% minimum pigment by weight. b. 83% maximum vehicle by weight. c. Total composition shall include - 1) 10% minimum total weight - Titanium Dioxide pigment,type II or III. I •• 2) 9%maximum total weight - Extender pigments. 3) 15%minimum total weight - Vinyl Acrylic Resin vehicle. B. Semi-Gloss Finish Coats.. 1. 100% Pure Acrylic Latex Enamel. Vinyl acrylic not approved. • 2. 1.4 mils minimum dry thicknes,per coat. 3. Contents - a. 23% minimum pigment by weight. b. 77% maximum vehicle by weight. c. Total composition shall include - 1) 19% minimum total weight - Titanium Dioxide pigment,Type II or 1 III. 2) 5% maximum total weight - Extender pigments. ! 3) 22% minimum total weight - 100% pure Acrylic Latex Resin vehicle. i 2.2 Manufacturers: A. Rest Rooms, Font Room, & Custodial Rooms- I .14 • 1. Benjamin Moore- a First & Second Coats - Moorcraft Waterborne Acrylic Epoxy 278 1 2. Devoe- I • . a. First & Second Coats - 129XX Waterborne Epoxy Coating 1 3. Fuller O'Brien- 4 a. First& Second Coats - 618-XX Mira Plate II Waterborne Epoxy 4. Pittsburgh Paint - a. First Coat - Pitt-Glaze Pigmented Sealer b. Second Coat - Pitt-Glaze High Solids Acrylic-Epoxy 5. Pratt& Lambert - k, a. First Coat - Pratt& Lambert Sealer Z 30001. ', r b. Second Coat - Pratt & Lambert Water Borne Epoxy. 1 A • a3 Lee•Ruff•Stark Architects r ge 0 1 1 „ + I,t �« is Yt Y Y ,� N. 4r Tigard/Metzger Meeting House Division 09-FWshps 6. Sherwin-Williams- ;' a. First Coat - ProMar 200 Latex Primer,826 W200 e b. Second Coat - Water Based Catalyzed Epoxy B70 Series/B60V25 • Hardener B. Semi-Gloss- 1. Benjamin Moore- i ' a. First Coat - Latex Quick Dry Prime Seal 201 Nix b. Second&Third Coats - Regal Aquaglo 333 • 2. Devoe - ' a First Coat - 50801 Interior Latex Primer-Sealer i b. Second&Third Coats - 38XX Interior 100%Acrylic Semi-Gloss ow 3. Fuller O'Brien- -- a. First Coat - 220-22 PVA Primer b. Second&Third Coats - 214-XX Latex Semi-Gloss Enamel 4. Pratt&Lambert - « a. First Coat - Z-96 Wall Primer b. Second &Third Coats-Aqua-Satin Latex Enamel -. .r1 5. Sherwin-Williams- • ' a. First Coat - ProMar 200 Latex Primer 828 W200 - ,' b. Second&Third Coats - ProMar 200 Latex Semi-Gloss 4' _I C. Primer Only , i - 1. On surfaces designated on Drawings to receive wall covering or acoustic tile, 7" apply one coat of semi-gloss drywall primer as specified above from a specified Paint Manufacturer. EXECUTION - PART III 3.1 Application: A. New Work- j -Wl 1. See appropriate paragraphs of Section 09 901. 2. Apply primer to be covered with other paint coats with roller only, or with spray --- gun and back-rolled. END OF SECTION ,t, 09 923 INTERIOR METAL GENERAL • PART I '_J 1.1 Summary: A. Includes But Not Limited To - 1. Preparing and painting new interior metal surfaces as described in Contract • Documents. B. Related Sections - 1. General Conditions, Division 01, ana Section 09 901 apply to this Section. 1.2 System Description: . A. Performance Requirements- • 1. Systems specified below are in additioi. to prime coat furnished by other Sections. ' IIy PRODUCTS - PART ice, 2.1 Mixes: A. First Coat- 1. Oil-Alkyd Me1F l Primer. a. 'luntenls - 1) 48% minimum pigment by weight. • Lee•Ruff•Stark Architects 1115193-AWE" r t :t 4 nlin•.vrr*w.-vrw+r•/i �y I qua . .j#1.` ,' 'L.,#osw, �" a .1,:.1 1*,, d.1. ;, y�``A 1, ,`1w' ..,A10110 0,01104 .,fi 't9k iri, 4:'f, +a ',, •r [ . . „ ,ftersh Division 09-Rn;:hes Ti.ardlMe 4. r Meeti • House ' I 2) 52% maximum vehicle by weight. 3) Total composition shall include- a) 12% minimum total weight - Titanium Dioxide pigment, type ll or III ' � b) 36%maximum total weight - Extender Pigment. c) 12%minimum total weight - Varnish Tall OiVAlkyd Resin vehicle. B. Second Coat - 1. Alkyd Gloss Enamel. a. 1.2 mil minimum thickness. I `, OP b. Contents - 1) 27% minimum pigment by weight 2) 73% maximum vehicle by weight. •'! 1 3) Total composition shall include- a) 25% minimum total weight - Titanium Dioxide pigment, type ll or III(slight variation allowed for colors). b) 2% maximum total weight - Extender Pigments (slight I - '" variation allowed for colors). I c) 32%minimum total weight - Soya/Safflower Alkyd Resin vehicle. 2.2 Manufacturers: ' t A. Benjamin Moore- \ 1. First Coat - Ironclad Retard-X Rust InhibitiveLatex Primer 162 2. Second Coat - Impervex Latex High Gloss Enamel 309 B. Devoe- 1 i' 1. First Coat - 41702 Metalclad Acrylic Primer 2. Second&Third Coats - 84XX Waterborne Gloss Enamel 111 0 C. Sherwin-Williams- , 1. First Coat - DTM Primer/Finish, B66W1 2. Second Coat - DTM Acrylic Gloss Coating, B66 Series EXECUTION - PAFIT III «'` 3.1 Application: A. See appropriate paragraphs of Section 09 901. +i END OF SECTION I •` W i, • 09 924 INTERIOR WOOD GENERAL - PART I 1.1 Summary: I ;. A. Includes But Not Limited To- 1. Preparing and painting new woodwork not requiring transparent finish, as described in Contract Documents. k . '4 B. Related Sections- 1. General Conditions, Division 01, end Section 09 901 apply to this Section. 1.2 Sequencing & Scheduling: ler A. Coordinate with Division 16 to ensure light cove interiors are properly painted prior to I 'e installation of light fixtures. PRODUCTS - PART II 2.1 Mixes: A. Woodwork - 1 . Primer. I ,,' Page 32 • 1/15/93 Lea•Ruff•Stark Architects uy ', f N 1.1� ,,,,o,„,,,,,,,,,,,„,:::,.,, . , • . t ,. r , 4*. iA''.. 14. .0'011 #1 i4 r,>°;'AI,OI l'.46' " tt� I rh ,`;ir..,y1r 404•:* ` +' .' 4.1 .1• V k *'"., ,;.',:yl •, 1 9 fA TigardIMetzger Meeting House Division 09-Finishes -,,,1 • a. Contents - 1) 48% minimum pigment by weight. ' — 2) 52% maximum vehicle by weight. • 3) Total composition shall include- a) 12% minimum total weight - Titanium Dioxide pigment, -„ typellorlll b) 36%maximum total weight - Extender pigment. - ''' • c) 12%minimum total weight - Varnish Tall OiVAlkyd Resin vehicle. 2. Gloss Enamel. a. 1.2 mil minimum dry thickness. '' MO b. Contents - ;1 .-- 1) 27% minimum pigment by weight 2) 73% maximum vehicle by weight. I. . :1'4 3) Total composition shall include - a) 25% minimum total weight - Titanium Dioxide pigment, , _, type II or III(slight variation allowed for colors). b) 2% maximum total weight - Extender Pigments (slight variation allowed for colors). c) 32% minimum total weight - Soya/Safflower Alkyd Resin vehicle. 2.2 Manufacturers: r A. Woodwork- 1. Benjamin Moore - I a. First Coat - Moore's Latex Enamel Underbody 345 b. Second Coat - Impervex Latex High Gloss Enamel 309 2. Devoe - . a. First Coat - 51701 Interior All-Purpose Latex Primer-Sealer b. Second Coat - 84XX Waterborne Gloss Enamel 3. Sherwin-Williams- a. First Coat - Wall&Wood Primer, B49 W7_1 ,i b. Second Coat - DTM Acrylic Gloss Coating, C56 Series itt EXECUTION - PART III 3.1 Application: A. See appropriate paragraphs of Section 09 901. B. Where back-priming is required, apply one coat of first coat material. ,�, END OF SECTION 09 925 ::JTERIOR_C_QNCRETE GENERAL - PART I 1.1 Summary: A. Includes- 4, 1. Preparing and painting of new concrete floors to be left exposed in finished '0 building, as described in Contract Documents. ''i B. Related Sections - e! 1. General Conditions, Division 01, and Section u9 901 apply to this Section. PRODUCTS - PANT II 2.1 Materials: A. Floors- 1 . Benjamin Moore- ilii-Mitt•Stark Architects 1115/93- Page 33 i n.M ..n. K884'..b1Y'M1 ,:IM!ed 'Avf ':.i.,. ..n .. ......,•pry,-.wi m at }I I l 1 ! ' , „. ,. 1 • 'N '1 . '..,,.''''` J ,, * w 4 # ,6 ,'. 1�;'0 *1 *'-`" ',#;,. 4, 1 r,� .*1'1°0'0 , '' ';,r:� :+ 44,4' ' 'fid,L4 qui, . .,n,.. ^y+. .},: .!� .� Al.< t't 0 M-} ._ :...� • i___ Division 09-Rnishes TigardlMetzger Meadn�H,ouso ....1 . • a. First Coat - Moore's Latex Floor & Patio Finish 122 thinned with water, i one pint/gallon. a# el b. Second Coat - Moore's Latex Floor& Patio Finish 122 ^ ; } 2. Devoe - r' i a. First Coat - 78XX Porch & Floor Acrylic Enamel thinned with water, one to pint/gallon. W;r. _ b. Second Coat - 78XX Porch& Floor Acrylic Enamel ,, 10) 3. Sherwin Williams- ti a. First& Second Coat - Acrylic Latex Floor Enamel,A24 Series EXECUTION - PART III _ lb 3.1 Application: A. See appropriate paragraphs of Section 09 901. B. Follow Manufacturer's directions carefully, making sure that concrete is clean and properly prepared before painting. I RI • END OF SECTION4: 416 D 99 936 _ INTERIOR CLEAR FINISHED HARDWOOD GENERAL - PART I 1.1 Summary: i ' A. Includes But Not Limited To 1. Preparing and finishing of new interior clear finished hardwood as described in Contract Documents. - B. Related Sections - , 1 . General Conditions, Division 01, and Section 09 901 apply to this Section. ' • 1.2 Quality Assurance: i, A. Prior to performing work of this Section, prepare control sample to match sample available r from Architect and to be used as finishing standard for interior clear finished hardwood. 1. Painter shall attend progress meeting held prior to preparation of control sample. Architect will review requirements to insure that control sample will be prepared -_ , using specified products and procedures. 2. Control sample shall consist of 12" x 12"plain sawn solid Red Oak or plain sliced Red Oak veneer plywood. 3. Architect will inspect control sample at progress meeting following preparation of . control sample. When sample is approved, work of this Section may proceed. PRODUCTS - PART II 2.1 Mixes: — - A. Dye& Stain 1. Dye, where required, may be reduced as recommended by Manufacturer and "' applied separately from stain, or mixed with stain by supplier for single step application. ' • B. Finish Coats- 1. First& Second Coats - yh 1 i . 1 a. 2 mils minimum dry thickness. i. b. Contents - 1) 25% minimum solids by weight. 2) 17.5% minimum solids by volume. 2.2 Manufacturers: 11 A. Dye/Stain - LDS Mahogany 1. Guardsman- 1 Page 34 - t/1 S/93 Lee•Ruff•Stark Architects $ I it F, r if , ' ray + y` •,/ • ..R s' ' ' :�r'�Y Tigard/Metzger MeetingDivision t)e-Finishes House , aDye/Stain - Graintone Wiping Stain 10 2. Lily- • --, a. Dye - N. G. R. Dye 386E40 b. Stain - LOS Mahogany Stain 336C 3. Sherwin-Williams- i , a. Dye - S-61 E2 Orange Dye .'`'''' b. Stain - S-64XN11-4371 Oil Stain .....1 4. Equal as approved by Architect prior to bidding. See Section 01 630. B. Finish Coats- i O 1. Guardsman- a. First Coat - 14-7074 Pre-Catalyzed Lacquer Sealer b. Second Coat - 14-7075 Pre-Catalyzed Lacquer i2. Lily- i a. First& Second Coats - 20 Sheen Pre-Catalyzed Lacquer 587E208 .. 3. Reliance- 1 a. First Coat - 421-CO20-99 Non-Stearated Sanding Sealer . -� { b. Second Coat - 33035F020 Pre-Catalyzed Lacquer { ,:d 4. Pratt& Lambert/M.L.Campbell a. First Coat - C101-83 Vinyl Sealer b. Second Coat - C112-204 Pre-Catalyzed Lacquer. ,i 5. Sherwin-Williams- a. First Coat - T67F3 Vinyl Sealer —I b. Second Coat - T77F33 D.R.E. Catalyzed Lacquer. Catalyst to be added by supplier. EXECUTION - PART III 3.1 Application: A. New Work- • 1 . See appropriate paragraphs of Section 09 901. 2. Surfaces shall be clean and dry. 3. Sand entire surface item to be finished lightly with 120 to 150 non-stearated sandpaper and clean before applying dye or stain. . ;, 4. Apply dye/stain in accordance with Manufacturer's recommendations and as necessary to attain correct color. 5. Scuff sand with 220 stearated sandpaper between application of first and second coats. 6. Make certain surfaces are dry before applying next coat. 7. Avoid fin;shing too soon after a rain or damp weather and during periods of higher than average humidity. Allow ample time for wood to dry before applying finish. 8. Where backpriming is required, apply one coat of finish material. 9. Softwood Components - a. Where Douglas Fir serves as a component part (shelves, backs, etc) of hard wood cabinets, use same specification as for hardwood finish but add sufficient 1:1 mix of sanding sealer/mineral spirits with stain to make color of Pine or Douglas Fir grans approximately color of finish hardwood. b. Coat interior surfaces of drawers with one coat Urethane Varnish (Gloss). END OF SECTION Q9 60 VINYL WALL COVERING GENERAL - PART I Lee•Ruff•Stark Architects 1/15193 - Nig ,, . ,. Ary 4 . h r' j l r i. _I ,p«-1w'Tlflel MT...r.V y,, p.. yy, 'Mf.MM+.! M.N1 M:, iti.M".*" JR. 1 ' .J'i,kl4: 911**•. r.v4' y'.,"4�' r'.t. '"'• 4 • a� * F1 ". ,�M .rte °>, t ? r'. x,F,�it 7 tru MRl'Rf14wMvr:li4.'lt.x.tK1M 1,.. Vii , .. - , 1 Division 09-Rnishes Tigard/Metzger Meeting House lk,b. ,, 1.1 Summary: , +. A. Includes But Not Limited To- 1. Furnish and install vinyl wall covering as described in Contract Documents. • B. Related Sections- it 1. General Conditions and Division 01 apply to this Section. 2. Section 09 922 - Priming of drywall surfaces. 11.2 Submittals: I • A. Quality Control- i 1. Manufacturer's printed installation instructions prior to beginning work of this • Section. 1, . B. Operations&Maintenance Manual Data- 1. See Section 01 730. 2. Manufacturer's literature or cut sheet t i', • 3. Maintenance instructions 4. Color and pattern selection 41111.' 1.3 Quality Assurance: A. Qualifications- i 1. Applicator shall have satisfactorily completed at least one project of comparable quality and scope withintwo years prior to bidding and be approved by Architect. PRODUCTS - PART II 2.1 Wall Covering: A. Reference Standards - 4, 1. Meet or exceed Fed Spec CCC-W-408A Type II, ClassA. Requirements of this .it standard restrict approvals to flame spread no higher than 25. I 2. Manufacturer shall meet governing codes requiring higher than specified i standards. {% B. Supporting Materials- 1. Cotton cloth, osnaburg, or other suitable materials that will meet above standards. .1:,. C. Coating Compound - �' 1. Formulate from Virgin Polymerized or Copolymerized Vinyl-chloride resin, ,i' plasticized with phosphateor phthalate-ester plasticizers exclusively and be integrally pigmented. D. Top Coating- 1. Meet requirements of Table 1 Fed Spec CCC-W-408a clear virgin polymerized vinyl-chloride resin or a modified vinyl chloride resin. Use phosphate or phthalate- ester plasticized exclusively. , E. Color&Grain- 1. As specified in color schedule or as selected by Architect prior to bid opening. F. Width- III illil 1. As specified in contract order. 4.40 G. Minimum Weight- 1. 13 oz/sq yard or 19-1/2 oz/lin yard for 54 inch width. H. Approved Patterns& Manufacturers- 1. Cairn by Genon Wallcovering Div, Hackensack, NJ 2. Linden by R J F Koroseal Wall Covering,Akron, CH • 3. Cardiff by Lanark Wallcoverings, Oakville, ONT, Canada 2.2 Adhesives: A. Use only fungus resistant adhesives. 111 iti B. Approved Manufacturers - 1. Romans Professional extra strength. 2. Equal as recommended by Wallcovering Manufacturer and approved by Architect . prior to bidding. See Section 01 630. ' EXECUTION - PART Ill ill 3.1 Preparation: 1 r• lye l Page 36 - 1/15/93 Lee•Ruff•Stark Architect! 0; . ... 41 ,, a - .. r n j 1,'C,. , A ,„,,,,,,,A.„y r • �� ./.4000 9M P t 5�'` , r „rye0,'Two- t . '' t ,, ,i . --, , 1 T !II/Metzger Meeting House Division 09-Finishes -, A. Prime or size surfaces other than drywall with material recommended by Wall Covering Manufacturer. --, 3.2 Installation• IND ...J A. Apr w covering in accordance with Manufacturer's printed instructions. :. END OF SECTION ND 4, Q9 977 MICRON WALL COVERING • GENERAL - PART 1.1 Summary: A. Includes But Not Limited To- ..� 1. Furnishing and installing wall fabric as described in Contract Documents. - B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 'j 2. Division 06 - Hardwood trim '"' 1.2 Submittals: A. Operations&Maintenance Manual Data- ' '- 1. See Section 01 730. 2. Manufacturer's literature or cut sheet 3. Maintenance instructions ;:,,_'.:.` a. Color and pattern selection 1.3 Quality Assurance: A. Requirements of Regulatory Agencies - 1 . Flame Spread shall he Class A, in accordance with UBC, Section 4202 or equivalent code applicable to building location. 2. Pass UBC e42-2 Corner Burn Test B. Warranty- 1. Five year limited. PRODUCTS - PART II '1 2.1 Wail Fabric: A. Construction - 1. 100% Polyolefin Fibers Yarns. B. Backing- • 1. Latex C. Weight - 1. 18 Ounce Per Linear Yard. D. Width- 1. 54/56 Inches. E Bolt Sizes- .. 1. 50 Lineal Yards. F. Flammability- 1. Class A(ASTM-E-84). f G. Color- 1. Selected by Architect fro Building Division approved colors. H. Approved Manufacturers - 1. Micron wall covering, by Westlake Distributors (800) 786-4260. 2.2 Wall Fabric Adhesive: A. Available from wall covering suppliers. B. Approved Manufacturers - Lee•Pe.Stark Architects 1/16/93 - Page 37 • •samil '.,tt i,. , - r . , - . r Division 09-Knishes Ti ardlMetz r MeatiHouse or approved byArchitect prior to ?„ 1. As recommended by Wall Fabric Manufacturer ►p bidding. See Section 01 630. EXECUTION - PART III 3.1 Installation: 1-;: A. Apply wall covering adhesive and wall covering in accordance with Manufacturer's printed 1 instructions. B. Apply wall treatment so weave runs same direction throughout building. • ° • END OF SECTION ,, • P oAl L 09 978....SISAL WALL COVERING - �F� r~ 1 Master - 09978 mas I F • GENERAL - PART I , I 1.1 Summary: !� A. Includes But Not Limited To- { \44 1. Furnishing and installing sisal wall covering as described in Contract Documents. B. Related Sections - I 1. General Conditions and Division 01 apply to this Section. 2. Division 06-Wood trim for sisal wall covering. ''� 1.2 Submittals: ' �r A. Operations&Maintenance Manual Data- *, 1. See Sc,,iion 01 730. ` 2. Manufacturer's literature or cut sheet. 3. Maintenance instructions. 4. Color and pattern selection. is* PRODUCTS P - PART II «i '' 2.1 Sisal Wall treatment: i,, A. 100%sisal yarn treated for Class A flame spread. r : B. 11/64 inch pile height, 48 oz/sp yd minimum. ''',' C. Reversible weave type, without backing. D. Color selected by Architect from Building Division approved colors. r °" !'' E. Approved Manufacturers - j '. 1. ,:ireworks- a. Steve Stooksberry, Louisville, KY. i vc` ii b. Vern Backover, San Diego, CA. 2. Mayatrex -Distributed by a. Tom Fields- Floorwall Covering Corp, San Leandro, CA. i" b John Gavender- Merida Meridian Inc., Syracuse, NY. c. Don Fields-Design Materials Inc., Kansas City, KS. d. Virgil Armstrong- Kinney Brothers, Oakland, CA. 3. Sisal Matting Distributed by a. Alison T. Seymour Inc., Seattle, WA. 4. Yucatan II Sisal- Distributed by •; a. Sally Parks-S.R.Wood Inc.,Clarkville, IN. ' 2.2 Wall Covering Adhesive: A. CIC 257 Adhesive by Fibreworks, Louisville, KY. B. Sisal Adhesive#1 by Design Materials Inc., Oakland, CA or Kansas City, MO. C. #80 Sisal Adhesive by S.R. Wood • 2.3 Seam Cement: A. Roberts 4015 Seam Cement by Roberts Consolidated Industries, City of Industry, CA. age 38 - 1/15/93 tee•Ruff•Stark Architects , r '' s • ' om.j Y - • • • • • ^• • , • • Tigard/Metzger Meeting House Division 09-Wishes EXECUTION • PART III 3.1 Installation A. Apply wall covering in accordance with Manufacturer's instructions, available on video tape from Owner through Architect. B. Using specified adhesive, glue continuously to surface to be covered with wall covering. Apply adhesive in accordance with Manufacturer's recommendations. C. Apply wall covering so weave runs same direction through building including acoustical ese panels. Run"ribs"in waving horizontally. • • ; W.fluff.Stark Architects 1/15/93 • Pigelli • , , • t ;Irp4 S1.41.i.;",""ty'r,' ,.`,41AP 74,;',%0114.1'4,?1.4!1, , �y � . ,xM ';eiWki T,,t,I.. A':4 :s ,./Apt.', r. ? 0. I, 1 1 ,,,,`i "�6, '�''Yj , '. `' , ''rny,,. �o" '; y yD100. Tigard/MetzgerMeeting House j it iY BLANK PAGE U lit '14 41. ill ttl 1 r r ,, s 1.0,,,: ;,� 1 o t 1 .,,,i,S O it f 110 1 tijIA 1 4 iZ i 14, F I ctir. I ft ,1 1 I A . f, 1 tA 1 b r , '4 ;; Lee.Ruff 7§ret k Architects 1 r . t 14 4o. , / wren' d ... oer+.ei.,.....,,,i., vrv'a nrnYuk Wwna kwrG . iL TIpar et:per Meeting House Dlvislon 10-Specialties JDIVISION 10 - S_PEC1ALTIES ti o 10 100 VISUAL DISPLAY BOARDS I tiiii d 1 10 111 CHALKBOARDS & TACKBOARDS o In-+ 10 150 COMPARTMENTS & CUBICLES • aI 10 160 METAL TOILET COMPARTMENTSo 10 200 LOUVERS & VENTS • ,,a 10 210 METAL WALL LOUVERS 10 340 MANUFACTURED EXTERIOR SPECIALTIES r 10 342 ALUMINUM STEEPLE .-•- 10 400 IDENTIFYING DEVICES ' 10 430 EXTERIOR SIGNS 10 440 INTERIOR SIGNS 10 520 FIRE PROTECTION SPECIALTIES -- 10 522 FIRE EXTINGUISHERS,CABINETS, &ACCESSORIES 10 650 OPERABLE PARTITIONS 10 652 FOLDING PANEL PARTITIONS 10 655 ACCORDION FOLDING PARTITIONS . 10 800 TOILET & BATH ACCESSORIES . 10 810 TOILET ACCESSORIES { t 1 t'u i 1 ,i': • i Lee•ROI•Stark Architects 1115193•Page 1 t{+ • ' I . .:.. . • - • . . . . . I...., . • I . • •: ::,..,...\•- • . . I 1 - . . . t.1 ' I • , . . . , , • .. . . . . i . t.1‘ . • ' ' .. . , ... • . . ••'•:,:•,:•;•,:','1'..;,;,•'..• . ,.•. . • ' •‘,t.,.• . 1-7._.,,:ir.:,.;..; :4,,,,,,,..„.-•.,,. -•••••,..•-• ,•-, - • •• , . . ...„.. . r • 17 i•,:. 4,/,!.. 1 .,,,,,,,ti.:,-.. . •i , r',. ,...:,.', • Division 10-Specialties -- TigardAVIatzr:er Meeting House '''''l ''.1e‘•'',..:,•:'::. • i . - _ .", 'i-,•-••• ' 1 I • • "•1:( ',0,,....r ' alia .. ....' ..'"If•,t /I:* . 1 I ' .".;,:'• • . ..•;', . il 1: I III ',10 i ... 1 I •,. .10 li • r.., it 1; t. . . Wc.'. , • ..... L r- . . it I I .':..r.''''. I . . .1' ..,!..':., .... . ,',• ,. ,...., , • I .. • ,„ . , . :,.,. I •'..•7.„71, i . III • •i '1 le 1 41 -15iiii-• 1/ 15/93 ----Clitrdr-TI terk Architects ._ .. 4,.......j I, ••,.! 1 •, . • %. ••••e• • . . • .. 1 . . ' . -.... *. R a Ar: T 4 4010*,-,:111f1 4 5. 1Ea >Nr,.,:lt. 14% 1a � ta+ r • ixS • mai Division 10-Specialties TigerdlMetzger Meeting House _ - 1 . 11 .10 111 CHALKBOARDS & TACKBOARD `j GENERAL - PART (Master ; 1.1 Summary: A. Products Furnishes, But 'Jot Installed Under This Section - ;;;, r� 1. Chalkhoard.:,tackboards, and specified hardware. ,•,,i B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 1 . -1 2. Division 06 - Blocking • I 3. Division 06 - Installation "' 1.2 Submittals: • A. Shop Drawings- il 1. See Section 01 340. B. Quality Control- 1. Submit Manufacturers written installation instructions. I. • C. Operations&Maintenance Manual Data- 1. See Section 01 730. 2. Manufacturer's literature or cut sheet 3. Maintenance instructions 4. Color selections 5. Submit copy of specified warranty. 1.3 Warranty: A. Letter from Manufacturer certifying Contract Documents have been complied with and guarantee against faulty workmanship and materials for five years. • PRODUCTS - PART II 2.1 Chalkboard: g A. Face shell be steel, 28 gauge minimum, coated two sides with fused ground coat, and • finished one side with vitreous porcelain enamel designed for use with chalk. Coating L... :.. ,, .::, shall meet requirements of PEI S-104. ' B. Core shall he mat-formed particle board - 1 . 3/8 inch thick medium density or 2. 1/2 inch thick low density minimum. C. Backing shall be 0.005 minimum aluminum foil. ID. Color as selected by Architect. • 2.2 Tackboard: • ' A. 1/4 inch burlap reinforced natural cork faced wi h 25oz minimum cloth supported vinyl meeting requirements of Fed Spec CCC-W-408.1 ype 2 and .1L rated for 25 flame spread minimum• . B. Color as selected by Architect. • O C. Backing 1. C-D grade plugged and touch sanded plywood or particle board, back primed. 2.3 Trim: A. Extruded aluminum will a satin etched and anodized finish 6063-T5 Alloy. • r 1. Extrusions shah neat"h thickness of units without wedging. 2. Color as selected by ArchitectI . 3. Round all sharp edges. B. Type Min Wt-Lh/Lin Ft Chalktrays .90 Divider Bar("H" shape) .12 Maprail .33 i ' • 2.4 Map Clips: A. Manufacturer's standard. B. Pros ide map clips on chalkboards as folows 1 -- - Page 1 t yy j Lee.fluff•Stark Architects • l • • v 'a�. �yta^psi.,.+r+swnoT+rrI'+IM.R��cM. J,, �y,�L y t y 0.0 �.vrre� wn1r +Tsa'a*..*+.wrs«•.� +asvi•. , ,,,,,„. 4;!�,..4`_ .; .,,,.. �nx..+a '*. {' 4F,`.. p'i°""�C 'T'.10 .40,,,,, ,': r g. ' , V''''' ' ,. a jen [ '7. Division 10 Specialties Tigard/Metzger Fleeting House ; ' 1. 5 Foot& Shorter - Two clips G;., - 2. Over 5 Foot - Four clips 2.5 Approved Manufacturers: A. Al Visual Systems, City of Commerce, CA 41. B. Claridge Products and Equipment Inc, San Leandro, CA C. Greensteel Inc, Dixonville, PA r-- D. Lemco Corporation, Salt Lake City, UT E. Nelson-Adams Company, Burlingame, CA -" 2.6 Fabrication: A. Prefabricate units at factory and ship to jobsi.e in one piece complete with mounting • attachments suitable forwall conditions. Units shall be of first quality and lamination done 1 , by approved standards of i 'ustry. Furnish printed cleaning instructions with each ' shipment. Chalktrays may be removed for shipment. EXECUTION - PART Ill 3.1 Installation: A. Mount boards square and level. B. Mount boards flush to wall by top and sill clips, by continuous concealed hangers at top and bottom, or by combination of hangers and clips. 1. Where clips are used, use two top clips minimum per board. Use two bottom clips per board on boards 5 feet long or shorter, three bottom clips on boards over 5 feet long. C. Mounting fasteners shall penetrate framing lumber or masonry 3/4 inch minimum. Use ' one inch long minimum filler plugs in maso'iry walls. -- D. After attaching map clips, apply permanently attached end cap or screw to prevent removal of map clips. I' END OF SE„TION 10 160 METAL TOILET COMPARTMENTS GENERAL - PART I _.. • 1.1 Summary: A Includes But Not Limited To - 1. Furnish and install toilet compartments as described in Contract Documents. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Blocking 3. Section 10 800 - Toilet Accessories 1.2 References: A. ASTM B86-89, "Specifications for Zinc-Alloy Die Castings" 1.3 Submittals: _ ri' '' A. Shop Drawings- w' 1. See Section 01 340. i;: B. Operations& Maintenance Manual Data - �`' 1. See Section 01 730. 2. Manufacturer's literature or cut sheet 7r 3. Color selection PRODUCT'; - PART II 2.1 To let & Miscellaneous Partitions: A. Floor-mounted, overhead-braced. `' R. Panels- L..., Page 2- 1/15/93 --Zee•Ruff•Stark Architects , ' ,,,,,,illir,. ., a ,, , d 4 .. : . ..,,, , :.: ,„,,,.. ..,,, :_,,,-,.,. ,, , - . :,. . .,, ,........ ....:. . . ..,. .. .,. ...... ,.,. .... ,,, ,...„ . , ..,; ,„,...,.....„. ,,.,,, . ......., :... . S ..„, .. :.,,,,,-,‘„,, :,. . . , . ... ,,„„'y. .,.,.. .� m + , .1 ' 5040410K 00.....iA t f :, <.- 4MK'el1, "iuky' r� i .�A�l(NSt At .' e., i '-,01,r,doo, . .'.i .,, i '4,,r.'',' - ' '�� lA1 .� r �^ S� �,� ran•.a f.ri J^.A+Ae� ,. •}"T j, � w r L 1 4, 4111P ti, Tigard/Metzger Muting House Division 10-Specialties • '1 '4 2 1 1. Core type, galvanized bonderized steel sheets (minimum 0.00015 inch zinc It r 1 coating), edges bound interlocked with drawn molding welded on corners. a. Panels, Pilasters, &Screens - 20 gauge minimum F b. Doors - 22 gauge minimum ' ° 2. Finish - Baked enamel. 3. Manufacturer's standard colors as selected by Architect. 4. Anchors - Non-corrosive. "'IC. Posts&Headrails- 1. 20 gauge minimum of same construction and finish as panels.One per stall. 'D . Plinths - Stainless Steel. e • ' l-.l E. Hardware- 1. Each Door- a. Gravity type hinges with double handed, nylon bottom cam, adjustable 11111 for door closing position, bottom hinge finished flush with door bottom. b Sliding door bolt. c. Door strike and keeper with rubber bumper. _. 2. Finish - US 26. 3. Meet requirements of ASTM B86, Alloy AG 40A. 2.2 Urinal Partition: —• A. Basic construction same as panels above, floor mounted. Minimum width shall be 16 inches. 2.3 Approved Manufacturers: A. Accurate Partitions Inc, Lyons, IL B. All American Metal Corp, Freeport, NY C. Fiat Products Inc,City of Industry, CA • D. Flush-Metal Partition Corp, Maspeth, NY E. General Partitions, Erie, PA F. Global Steel Products Corp, City of Commerce, CA G. Knickerbocker Partitions Corp, Freeport, NY ' .. H. Metpar,Westbury, NY I. Sanyrnetal Products Company, Inc, Cleveland, OH EXECUTION - PART III 3.1 Installation: A. Install pilasters rigid, plumb, and level. Anchor pilaster to floor with 3/8 inch minimum threaded studs in expansion shields embedded 2 inches into concrete slab below setting bed. B. Secure panels to walls with two stirrup brackets minimum attached near top and bottom of each panel. Use fasteners of length to provide one inch embedment into blocking or masonry. C. Secure overhead brace to face sheets with two fasteners minimum per face. Set door tops parallel with brace. Set door bottom 12 inches above floor. D. Plinth to be level with and snug to floor. 3.2 Adjusting: ' A. Lubricate hardware as recommended by Manufacturer. B. Set hinges on out-swinging doors to return to fully closed position. • • C. Perform final adjustments to pilaster leveling devices, door hardware, and other operating parts of partition assembly just prior to final inspection. 3.3 Cleaning: A. Remove protective masking. Clean exposed surfaces of partitions, hardware,fittings, arid w, accessories B. Touch-up minor scratches and other finish imperfections using materials and methods • recommended by Manufacturer • C. Replace damaged or scratched materials with new materials. END OF SECTION Leo•Ruff•Stark Architects 1/15143- Paye 3 tch ' r 4. . , r. 01111,0 ' v 4 D ,*,, i '' :ow* "r f rs NSF j*Itoi '* „e::?,,,,' ,, • ..�..r ,... ... .ese MnR,xPN+ 65 'a4!°wM1M r.rF„r;).,..�W/'T4..Yyi.•..n .i: ... ..o ,s .nn,-' .. .�•; • Ti ardlMe r Meeting House � � Division 10 Specialties 9 � ' Q 10 210 METAL WALL LOUVERS I GENERAL - PART I 1 • 1.1 Summary: A. Products Furnished But Not Installed Under This Section - . 1. Aluminum louvers not connected to duct work as described in Contract IDocuments B. Related Sections- 1. General Conditions and Di:ision 01 apply to this Section. 2. Division 06 - Installation in framing 3. Division 15 - Louvers connecting to duct work PRODUCTS - PART II 2.1 Wall Louvers: A. 6063 T5 aluminum B. Metal thickness minimum. 1. 0.050” - Louvers up to 24"x24" • 2. 0.081" - Louvers over 24" either dimension C. Flange type frame. D. Louvers shall be sloped and shaped to prevent penetration of driving rains or snow. , E. Screens •- 14x18 aluminum mesh. F. Finish- I ,,!4 1. Kynar 500 or Hylar 5000,flat black color. G. Approved Manufacturers - ',"t 1. Model K638 by Airolite or equals by- 1 2. A J Manufacturing Company, Kansas City, MO 3. American Foundry& Furnace Company, Dallas,TX 4. Louvers& Dampers Company, Cincinnati, OH I f 5. Equal as approved by Architect prior to bidding. See Section 01 630. EXECUTION - PART Ili 3.1 Installation: ' A. Install in accordance with Manufacture's instructions. END OF SECTION . 1110 P..." .,, TQ 342 ___ALUMINUM STEEPLE • GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1 . Furnish and install steeple as described in Coritract Documents. B. Related Sections - - 1 . General Conditions and Division 01 apply to this Section. .... • 2. Division 07 - Undertayment under steeple r' 3. Division 07 - Quality of sealants 4. Division 16 - Lightning protection system from steeple to ground level. . li s 1.2 References: A. ASTM A 36-89, "Specification for Structural Steel" E* 1.3 System Description: i,y • A. Design Requirements - r.. Page 4 - 1115/93 Lee•Ruff•Stark Achitects _ • • 0,.. ,. v' ' .1.0 'ro4 *,..9M ,, !...YAw .. its,M1tt , . 4144.4%0144t M F� �.f.� M%rMIS1';;.....„,„,...„e,• AA11 i . . • •ardlM '+• r Moeti • House Division 10- •: hies +' , 1, ' , ,+ 1. Design and construct steeple to withstand wind force up to 100 mph, and built in • accordance with Zone 3 seismic requirements in accordance with UBC, 1985 en edition. 1.4 Submittals: A. Shop Drawings • 1. See Section 01 340. , . } i;: B. Operations &Maintenance Manual Data- +,. 1. See Section 01 730. 2. Manufacturers literature 7 1.5 Sequencing/Scheduling: 44,4A. Do not install until installation of permanent underlayment. IIII 1.6 Quality Assurance A. Steeple shall be designed by manufacturer to support loads indicated above plus dead • ],,`, loads. Design shall be approved and certified by a structural engineer licensed in w Oregon. PRODUCTS - PART II 2.1 Manufactured Units: A. Steeple Base - 1. Welded structural steel angles engineered and sized for steeple size and meeting requirements of ASTM A 36. Paint with red lead or zinc chromate, two ''',1 heavy coats. 2. Isolate aluminum framing in contact with steel with material compatible with both r.., aluminum and steel to prevent electrolysis. i 3. Secure structural aluminum framing to steel base with appropriate size stainless ,4;,Jsteel bolts, with lock nuts and washers. B. Steeple Structural Framing - 1. Fabricate primary steeple framing above steel base from aluminum extrusions . alloy 6061-T6. T 2. Fasten aluminum framing together with cold driven rivets, alloy 6061-T6, not loaded in tension with one inch minimum spacing. C. Exterior Covering - 1. Aluminum cladding, 0.032 inch thick minimum, alloy 3003-H14 minimum. 2. Finish- a. Kynar 500 or Hylar 5000 finish applied by roll coat method and oven ' • baked. b. Dip spun or fabricated shapes in caustic etch, coat with etching primer, and finish with exterior vinyl finish. __ c. Finish shall be of such quality that shearing or forming encountered during fabrication will not separate finish from aluminum. - d. Color as selected by Architect from Manufacturer's standard colors. e. Use lock seams and conceal exterior fasteners concealed as much as `__ possible. D. Louvers - 1. Formed from 0.032 inch thick aluminum skin, weatherproof type. 2. Aluminum insect screen backing, 18 x 18 mesh, held taut with aluminum strapping. 3. Provide water pan at base of louver with proper weepage. 4. Provide formed supports at back of louver blades for widths exceeding 36 I inches. P - E. Cornices 1. Form true to dimensions with vertical joints kept to a minimum. 2. Reinforced interior cornice profiles to resist windloading during transit. F. Finial- 1. Formed aluminum of specified size, tapered to point, with lightning protection bonding clamp for cable. -- Lee•Ruff•Stark Architects 1/15/93-Page 6 1 w tix 4b .. r�c�1�v�l4•�it}, .r , . A ..T . , , .. ,...,.a ...w.t.:[MawW i nw.. '+4 r Vii" r.. .«+x.yr*t.xh4dV1ANMIT!kHW'sl•. ... •... - R Division 10-Specialties Tigard/Metzger Meeti�n House � 3,, , Aiiii �k v, 111611 ,L. ,,-,.,,k,,ir` 2. Spun aluminum ball. : F G. Lightning Protection - ; 1. Furnish and install cable equal to cable specified in Section 16 670. 2. Connect cable to finial and bottom of tower frame minimum. Allow 3 feet excess .. cable at tower bottom. 2.2 Sealants: earA. As specified in Section 07 920. 2.3 Anchorage: A. Furnish steel platform extending through roof to receive steeple. 2.4 Approved Manufacturers: "iv*A. B. Campbellsville Industries Inc,Campbellsville, KY Tec Fab,Campbellsville,KY C. EXECUTION Munns Manufacturing, Garland, UT - Part III 11111 3.1 Installation: A. Install in accordance with Steeple Manufacturer's direction in handling and erection. B. Secure steel base to roof framing as described in Contract Documents. _ C. Isolate dissimilar metals. D. Calk seams and bolted connections with specified sealant, applied to clean and dry surfaces. END OF SECTION • j 10 430 EXTERIOR SIGNS - GENERAL. - PART I 1.1 Summary: A. Includes But Not Limited To - .- 1. Furnishing and installing of exterior signs except as specified below. B. Related Sections - "" 1. General Conditions and Division 01 apply to this Section. 2. Section 01 580 - Project identification sign. j 3. Division 04 - Stone Church Logo and Visitors Welcome sign.111 .. 1.2 Submittals: A. Shop Drawin,,s- 1. See Section 01 340 PRODUCTS - PART II 2.1 Handicapped Parking Signs: A. Sign shall contain international handicap symbol and words"Handicap Parking Only". B. Sign shall have rounded corners. L C. Sign shall meet current HEW and ANSI A117.1 accessibility codes4011 . D. Letters shall be Helvetica Medium with 1/4 inch stroke. E. Post shall be nominal 2 inches diameter x 7 feet high with satin brushed natural finish or factory two-part epoxy paint as selected by Architect. EXECUTION - PART III 3.1 Installation: A. Install signs square and plumb. "" B. Install as shown on Drawings. END OF SECTION '"" page 6- 1/1093 Tee Ruff•Stark Architects -.. r r I . 1..fw�k.4 ,�,�t " " ., ;. �A: /00,04,,,, 0040¢.;,,,; ,; « ;p "` �'; S'•1'.c•'y 7111, i .p,' Division 10-Specialties TigardlMe.zger Meeting House a A 10 440 INTERIOR SIGNS 1 7,", GENERAL - PART I 1.1 Summary: i'. A. Products Installed But Not Furnished Under This Section- ' rw 1. Interior signs with mounting brackets and anchors • ' 41111 1.ii B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Interior signs will be furnished by Owner. See Section 01 101. ,, PRODUCTS - PART IIso 2.1 Signs: A. Room Signs- fI"' 1. Molded clear acrylic sub-surface graphics sign with set screw to attach to included • L. mounting bracket. ei B. Cabinet Door Signs - 1. Flat clear acrylic sub-surface graphics sign with mounting adhesive in position C. Color- 1. Background - Grayed-big:3 2. Lettering - White D. Approved Manufacturer- I 1. Deseret Industries,Salt Lake City, UT It EXECUTION - PART III 1 3.1 Installation: A. Install signs square and plumb. • B. Room Signs- 1. Install bracket using Iwo screws. Use proper anchor for substrate. i2. Attach sign to bracket using set-screw. r C. Cabinet Signs - 1. Remove adhesive protective layer. 2. Position sign correctly and apply to door. i 1 3. Roll sign to secure to door,taking care not to damage sign. END OF SECTION 10 522 __-FIRE EXTINGUISHERS, CABI_ET .,&_ACCESSORIES ¢: :, . GENERAL - PART 1.1 Summary. i A. Products Furnished But Not Installed Under This Section - Wall hung extinguishers 2. Extinguishers with cabinets B. Related Sections - 1 General Conditions and Division 01 apply to this Section. 2. Division 06 - Blocking and installation. 1.2 Submittals: A. Operations&Maintenance Manual Data- 1. See Section 01 730. 2. Manufacturer's literature or cut sheets for cabinets and extinguishers 3. Maintenance instructions for extinguishers 1.3 Sequencing & Scheduling: A. Coordinate with Sections involved for proper wall openings. ,1 PRODUCTS - PART II :•, Ire•Ruff•$terk Architects —, _—/15193- Page 7 oils ""'..MIM A .aRt N'¢' *At. 4140%, i'., 'I `tR' ,f ' � y,i` :ii ` ' .F+•.` r Ti ardiMetz Mt Division 10-Specialties 9 9er Meeting House • ! • 4 2.1 Fire Extinguishers: . A. Units shall be ten pound dry powder ABC stored pressurized type equipped withi pressure gauge and which does notneed recharging except after use. t B. Instructions for repairs, maintenance, and recharging shall be attached. C. Unit shall be tested and approved by UL and have a minimum 4A:60-B:C UL rating. 1.'L to rating shall appear on extinguisher labels and be attached to and a part of fire extinguisher �- -, t • units. I .4 2.2 Fire Extinguisher Cabinets: • t.. A. Cabinets shall be two-piece semi-recessed type andhave stainless s'lel tubs with stainless steel return trim and doors, DSA full break-glass,and cylinder locks. Supply each 1111, cabinet with one fire extinguisher specified above. B. Quality Standard- 1. Cosmopolitan 1037 by J.L.Industries, Bloomington, MN , C. Approved Manufacturers- •" 1. J.L.Industries, Bloomington, MN 2. Larsen's Manufacturing Co, Minneapolis, MN 3. Modem Metal Products by Muckle, Owatonna, MN 4. Potter-Roemer, Cerritos, CA 5. Samson, Los Angeles, CA EXECUTION - PART III 3.1 Installation: A. Securely mount cabinets and hangers plumb with wall surfaces. "I/ B. Trim for cabinets shall be neat in appearance. END OF SECTION III1 10 652 FOLDING PANEL PARTITIONS GENERAL - PART I i 1.1 Summary: A. Includes But Not Limited To - r 1 . Furnish and install folding panel partitions as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Framing and headers for support of folding panel partitions. 3. Division 06 - Hardwood jambs and trim 1.2 References: - A. ASTM E 84-91a, "Test Method for Surface Burning Characteristics of Building Materials" i `"t B. ASTM E 90-90, "Method for Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions" C. ASTM E 336-90. "Method for Measurement of Airborne Sound Insulation in Buildings" D. ASTM E 413-87, "Classification for Determination of Sound Transmission Class" E. ASTM E 557-77 (1990), "Practice for Architectural Application and Installation of Operable •z Partitions" 1.3 System `.)escription: A. Design Requirements, Performance Requirements - . 1 . Overall weight of partition, track, and other items provided by Manufacturer shall .',I not exceed 11 lb/sq ft of area. 2. Header or track system shall be fully adjustable to allow future adjustments of 1/2 I 4.1 inch maximum upward and 1/2 inch maximum downward from original installed position. .. `�:'� 3. Partitions shall riot require floor mounted track or guide system, except at • stacking pocket. 4. Track shall be smooth and joints align so partition trolleys do not catch or bind. Page 8-1115193 Lea•Ruff•Stark Architects L y r% ! r cfs "vrow k ; ' 'WM• a 4 .�rwwMpA1" ..4"i -**A ' irk.90!0r IAV A,..�... r^".tmli::k4`.nlirM.' ,::� . .. ... ... i 4. . aj jard/Metzger Meeting House Division 10-Specialties 5. Panels and finishes of folding panel partitions installed in athletic areas, such as Cultural Ce'tars, shall be capable of receiving impact loadings, perpendicular toI �" the partitions,from basketball players,volleyball players, etc. , 6. Acoustical folding panel partitions shall have STC rating of 48 minimum when tested in accordance with ASTM E 90 and calculated in accordance with ASTM E •—, 413 and when installed on header configuration shown on Contract Documents. ' ,41 7. Acoustical folding panel partitions shall have NIC rating of 38 minimum field measured on installed partition in accordance with ASTM E 336 and calculated in ,,,,,, accordance with ASTM E 413 and when installed on header configuration shown _ on Contract Documents. 8. Folding panel partitions shall be repairable at installation site. , 1.3 Submittals: A. Shop Drawings, Samples- +' or1. Submit shop drawings showing following - a. Complete details of Project header and jamb assemblies. 1 b. Material and equipment furnished and installed by Manufacturer. 1 c. Changes required relating to structure as drawn. 2. Submit samples of finish options previously approved by Owner to Architect for selection. B. Quality Control- 1. Submit Manufacturer's current written specification for models of folding panel , partitions supplied. • C. Operations& Maintenance Manual Data- 1. See Section 01 730. 2. Manufacturer's literature or cut sheet 3. Color and pattern selections of coverings 4. Copy of specified warranty. i 1.4 Quality Assurance: A. Qualifications- 1. Installation of folding panel partitions shall be by installation crews trained by and • acceptable to Manufacturer. B. Regulatory Requirements - 1 . Panel construction components shall have Class "A" flame spread rating when tested in accordance with ASTM E 84. 1.5 Project/Site Conditions: A. Field Measurements- 1. Field measurements of rough openings to be provided to Manufacturer by Manufacturer's field representative. 1, 1.6 Sequencing & Scheduling: A. Coordinate installation of folding panel partitions with work of other trades. Partitions to be installed after completion of finish floor installation. 1.7 Warranty: A. Three year warranty on folding partition installation and on folding partition and other related items provided by Manufacturer. Warranty to begin at date of Substantial Completion. 1.8 Maintenance: A. Maintenance Service - 1. Provide instruction manuals covering maintenance and repair of folding panel partitions at Substantial Completion Meeting. 2 During warranty period, provide major maintenance at no additional cost to Owner. Major maintenance is defined as defects in manufacturing or installation that will not allow partition to function as intended. Provide requested maintena ice within ten days of notification. y B. Extra Materials- i,; Lee•Ruff•Stark Architects 1/16/93-ago , , . L . z "Ole 71ti +q °�k'4? '•444 '^' kyr- - . - N,�A ,,,‘ pots +n Division 10-Specialties — Tigardrn4etzgor Meeting House I Ar 1. Provide appropriate repair parts and tools unique to minor partition maintenance a , and adju:..ment at completion of installation. PRODUCTS - PART II tv` 2.1 Manufactured Units: - A. Panels- • • 1. 3 inch nominal thickness. .,;' ' 2. 21 feet of partition shall stack in 33 inches maxirnum. ;,� 3. Panels shall be hinged in pairs, manually operated,and top supported. 4. 26 ga minimum steel panel skins attached to reinforced meta!frame. .�;� I B. Seals- I .k 111110 1. Metal tongue and groove vertical seals with light and sound seals. - 2. Operable bottom seal which drops automatically as panels are positioned. 3. Continuous contact horizontal top seats. C. Panel Coverings- f '. , j OPTION TWO 1. Vinyl wall covering,20 oz minimum, by Borden or equal as approved by Architect prior to bidding. See Section 01 630. ' ,, : D. Hinges- 1. Below 7 feet, smooth and free from excessive projection. 2.2 Approved Manjfacturers: A. Advanced Equipment Corp, Fullerton, CA -.-- B. Hufcor,Janesville,WI C. Modernfold, New Castle, IN EXECUTION - PART III 3.1 Examination: A. Verification of Conditions- M 1. Examine fully prepared openings for suitability for successful installation and compliance with Contract Documents. Notify Architect in writing of unsatisfactory ,_. conditions or non-compliance. 3.2 Installation: ,~ A. Install in accordance with Manufacturer's written instructions and ASTM E 557. 3.3 Cleaning: A. Clean up debris and waste material related to installation, remove from building. and r„ dispose of legally. END OF SECTION "- 10 655 ACCORDION FOLDING PARTITIONS GENERAL - PART I -- 1.1 Summary: A. Includes But Not Limited To - , 1. Furnish and install folding partitions as described in Contract Documents. i i, B. Products Installed But Not Supplied Under This Section • 1. Locking cylinders. C Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - a. Folding partition hardwood jambs and trim. b. Headers and framing required to receive material furnished and installed ' .- by Folding Partition Manufacturer. 3. Division 08 - Locking cylinders. p age 1/1S/93 Lee•Ruff•Stark Architects 1 I 1. M1«owt,�Fx.CM1'M'tiMww.MN Division 1G S�ecialtles . 1 TigardNetzger Meetlr2House :` 4. Division 09 Finishing folding partition hardwood jambs and trim. r t 1.2 References: "� A. ASTM E 336-90, Method for Measurement of Airborne Sound Insulation in Buildings" i B. ASTM E 413-87, "Classification for Rating Sound Insulation" 1.3 System Description: P.- A. Design Requirements- i 34 i 1. Total folding partition assembly shall be repairable at installation location without MI removal to repair shop or factory. -41 B. Performance Requirements- 1 1. Completed acoustic folding partition assembly shall have specified NIC rating :'„ • when tested in accordance with ASTM E 336 and calculated in accordance with ASTM E 413. SIPA a. Chapel&Cultural Center - NIC 30 b. All Other - NIC 24 A, 1.4 Submittals. :; A. Shop Drawings- p. ha; `' 1. See Section 01340. ;',l 2. Shop drawings shall show attachment to framing and header configuration `; detai,or+on Drawings. � '` 3 B. Operations&Maintenance Manual Data - r 1. See Section 01 730. d 2. Manufacturer's literature or cut sheet { 3. Operating, repairing, and maintaining instructions A,,, 'ii 4. Colcr and style selections 5. Copy of specified Warranty. •,,,, 1.5 Quality Assurance: A. Qualifications- .41 1. Installation shall be performed by Manufacturer certified and approved personnel. 1.6 Sequencing & Scheduling: i:. A. Coordination - 1. Scaffolding or ladders required by installer to be provided by Ge .arai Contractor. Coordinate to determine installer requirements. 1.7 Warranty: • A. Manufacturer's three year minimum warranty covering installation and complete folding t . ' partition assembly. 1. Warranty becomes effective on date of substantial completion. Date shall be "" entered by Manufacturer on warranty certificate. �. 2 Warranty covers major maintenance during warranty period, defined as defects in folding partition or its operation that will not allow it to function for its intended use. Provide requested maintenance service within ten days of receiving request and at no additional cost to Owner. 1.8 Maintenance: A. Provide maintenance and repair kit consisting of maintenance and repair manuals and • video, repair parts,and tools. 1. Parts and tools supplied will be those illustrated or demonstrated in the manuals and video. 2 • . Amount of parts supplied shall be sufficient to perform maintenance and repair procedures for normal maintenance for five years. 3 Deliver kit to Architect for Owner's Field Representative at Substantial Completion. PRODUCTS - PART II 2.1 Modernfold: A. General- ---- erneuff•Stark Architects 1/15193- Page i1 ,. ' i ;`. j yt. { Ti ardMlotz�or Mesr'. 4 Division 10- cialties 41111 1. Rollers shall be one inch diameter minimum with double steel race open ball bearings and nylon tires. i 2. Grip type latch with keyed locks as indicatedfor location. Provide pull-in latches ` ,, where necessary. ' 3. Lead posts and latching jambs shall be 16 ga minimum cold rolled vinyl clad steel. B. Acoustic Partitions- ,, 1. Track- } in a. 14 gauge minimum cold rolled steel. 2. Panel Assembly- ected by a. Vinyl cldv gauge covered minimum steel cold rolled hinges. steelInner surfacenshalll be continuous ND � continuously covered with fibrous insulation permanently attached to /� panels. �� 3. Acoustic Seals- a. Continuous extruded vinyl sweep strips at top and bottom of partition. :. I b. Continuous extruded vinyl seals at lead posts and jamb strike. ,,,r 4. Weight - a. 5 lbs/sq ft of partition surface area maximum. 5. Height Adjustment - a. Suspension system shall be fully adjustable for one inch minimum up or down from original installed position. 6. Stacking Depth a. 1-3/4 inch/lineal foot of full extended partition maximum, not including jamb and lead post. 7, Approved Model & Manufacturer- a. Audio Wall Model 15M by Modernfold, Newcastle, IN 2.2 Won-Door: A. General- 1 . Rollers shall he one inch diameter minimum with double steel race open ball • bearings and nylon tires. urn extruded aluminum. 1--44 2. Track shall be 0.062 inch thick minim 3. Hinges shall be continuous extruded vinyl. 4. Panels shall be 24 gauge steel panels. j 5 Grip type latch with keyed locks as indicatedfor location. Provide pull-in latches I It where necessary. B. Acoustic Partitions 1 . Provide stabilizer bar ar.d horizontally adjustable lead postson acoustic partitions over 14 feet high. 2. Panel assembly shall have inner surface continuously covered with fibrous insulation permanently attached to panels. 3. Acoustic Seals of- Continuous extruded vinyl sweep strips at top and l seals at lead posts and jab bottom rikePartition. b. Continuous extrudedY • 4 Weight - a. 5 lbs/sq ft of partition surface area maximum. 5. Height Adjustment - a. Suspension system shall be fully adjustable for one inch minimum up or down from original installed position. 6. Slacking Depth - .., • a. 1-3/4 inch/lineal foot of full extended partition maximum, not including jamb and lead post. 7. Approved Model & Manufacturer- • a. Durasound by Won-Door Corporation, Salt Lake City,UT 2.3 Hufcor: ,..- ------------"-re- ' u r"TC tecta age lTinigir . ♦w <:'M ...C_'. ...._ .+.wnenwutewAttiPH/:'!`}.'1Me!la?/v...'.awwuuw.+.,.._ i:^. l : Tigard/Metzger Meeting House _ Division 10-Specialties A General- . Rollers shall be double steel race open ball bearings and nylon tires. • ri iliwi a. 1-3/8 inch diameter at lead post carrier in four roller assembly. b. 15/16 inch diameter intermediate carrier in two roller assembly. 2. Track shall be 0.125 inch thick minimum extruded aluminum. 3. Hinges shall be dual durometer continuous extruded vinyl. I 4. Panels shall be 24 gauge steel panels. 410 a. Vinyl clad exposed side and painted reverse side. 5. Grip type latch with keyed locks as indicatedfor location. Provide pull-in latches 7.1 where necessary. ,ii B. Acoustic Partitions- cm 1. Panel assembly shall have inner surface continuously covered with fibrous1 ii `. • insulation permanently attached to panels. ' ii 2. Acoustic Seals "' a. Continuous multi-ply sweep strips at top and bottom of partition. b. Continuous extruded vinyl seals at lead posts and jamb strike. 3. Weight a. 4 lbs/sq ft of partition surface area maximum. 4. Height Adjustment - 1 a. Suspension system shall be fully adjustable for one inch minimum up or down from original installed position. 5. Stacking Depth - a. 2 inches/lineal foot of full extended partition maximum, not including jamb ; . , , ., and lead post. i� 6. Approved Model& Manufacturer- i a. Eagle Model 1200 by Hufcor Inc, Janesville, WI 104i 2.4 Flexible Acoustic Barrier Over Header: *..1 A. Baryform by H L Blachford,West Chicago, IL ' 1 B. KNB-5B Ly Kinetics Barriers, Columbus, OH t' g 2.5 Colors & Patterns: R : A. As selected by Architect from Ma~ufa:ture. .. standard colors, 4, 2.6 Fabrication: ': • A. Fabricate partitions according to ac'ual field measurements of fully prepared, finished openings. Partition Manufacturer is responsible for field measurements and their , accuracy ` EXECUTION - PART III 1 3.1 Installation: A. Install so track is aligned, level, etc,to eliminate catching or binding of rollers. B. Flexible Acoustic Barrier- -"? 1. Attach flexible acoustic barrier t, Contractor installed plywood header by nailing through factory applied te.ckstrip. t 2. Drape material 2 inches; minimum onto Folding Partition Manufacturer supplied plywood header as detailed. • 3. Overlap end joints 4 inches minimum and seal with duct tape. JM 3.2 Field Quality Control: A Tests- M{ 1. Architct.i will test completed folding partition assemblies to determine NIG ratings .! specified above. 2. Testing will occur at time of sound system balancing. 1 3.3 Adjusting, Cleaning: i J A. At completion of work of this Section, clean building of trash associated with work of this Section. END OF SECTION ' ee• uij.Stark Architects 1115/93- Page' ,,,,, • • `1, ,", .,L.,....„ . .,,,M:� a j j . r . h M ' ' , 7 '44p,5,040,40. 10,.>.1i4�MMM"" ., SID•'' " .1 ,1 f M�i 1 Divislon 10- Ialties TigardlMetzger Meeting House µ 10110 TOILET ACCESSORIES li GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Furnish items listed below for each restroom complete with proper attaching devices except grab bars to be furnished only where shown on Drawings. B. Related sections i . • , - • 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Installation 3. Division 06 - Blockin; 4. Soap,towel and toilet tissue dispensers provided by local church unit. 1.2 Submittals: A. Shop Drawings- 1. Submit schedule showing items used, location where installed, and conformance with Contract Documents. , 2. See Section 01 340. B. Operation&Maintenance Manual Data- 1 . See Section 01 730. 2. Manufacturer's literature or cut sheets PRODUCTS - PART IIi • 2.1 Manufactured Units: i A. Single Robe Hook with Exposed Fasteners- 1. A&J Model UX110B 2. ASI Model 7340B 3. Bobrick Model B-671 4. Bradley Model 9114 5. Gamco Model 5153B 6. McKinney Model 1444 4 B. Mirrors- Glass with stainless steel channel frame, Size as shown on Drawings. II 1. A&J Model U711 : 2. ASI Model 0620 3. Bobrick Model 9-165 4. Bradley Model 710 Series 5. Gamoo Model C Series 6. McKinney Model 190 Series ' C. Grab Bars- I i 1 . Provide grab bars in Rest Rooms with concealed mount, 18 ga, type 304 stainless steel, 1-1/2 inch diameter, and non-slip finish in configuration shown on Drawings. ; D. Custodial Utility Shelf- Size as shown on Drawings, +.! 1. A&J Model UJ13 2. ASI Model 1300 Series 3. Bobrick Model 0-224 Series 4. Bradley Model 998 Series 5. Gamoo Model US Series 1 -j 6. McKinney Model 224/232 Series ` 2.2 Approved Manufacturers: A. A&J Washroom Accessories, New Windsor, NY 1 t • Page 14 - 1/15/03 Lee•Ruff•Stark Architects • Lii, .„..,,.*::0"::,.,;„,.„. ,, J • r ' 4 ...„,....ittkt �, ..ry":''n'h1MTTYMYAM1N'':IK�r17d°.M;WA•,• • v..v...n.,.. ' p :1gard/Metzger Meeting House Division 10.SpecisltJN • B. American Specizlifes Inc, Yonkers, NY C. Bobrick Washroom Equipment Inc, North Hollywood, CA 1.1 D. Bradley Corp, Mount Laurel, NJ .,J E. General Accessory Manufacturing Co, Dallas,TX F. McKinney Manufacturing Co, Scranton, PA �� EXECUTION - PART III 3.1 Installation: A. Install items in accordance with Manufacturer's instructions. Provide mounting devices lV proper for base structure. ' • 1 B. Where possible, mow,t like items in adjoining compartments back-to-back on same t IP partition. ti C. Locate as shown on Drawings if location is indicated or as specified below. 1. Robe Hook - a. One on door or partition door to each water closet. w, END OF SECTION .. t 1 i..' j .-M iee• iii Architects — t1i3193• Pagel. 1 , .,"' ""' %7'i . .j ,•µlm'�rrw++'r..r....�.....,_......... +9„. 1'r �t r. tr' a i tri • •O' S, 111r00406041 41*°P •* 4F4*111 • • • • Division 10-Specialties Tigard/Mstzger Meeting House . • LANK PACIE .• 1 111 • •. . •‘'; •1k r rt i.1‘ • 1.• r 4:16' ' • ,, • ., 0::•1 1 7 • AO , Page 16- 1/15/9 ee trnrif17111-VITac te711 41, • . . . A 1 \ \ • • . Ar. *Alt" Ato..2,'Hooktotitti.1:),A, -11*.1,404k , toff*. . de.k. . ..r+ r diyp B.•••- .r... ,`1 .,w1,0,-: ,k v•N.'..0 ,"'�l?11�,5 J lf•P..10•f^t .i.,,"'' 'n/ ,,0,.(;...y,.,,,,v �.' .•P y,,."N v(».nr..— C1*'P�:�r't''',,•4.",!," %.1 . . 4 0 'RSlftfll�� n ,0 • o § nli' ,$• ,,,, � ) ,,, M •�f ;' in`9},.d::41044 !,� ,0, ''' • r d y ll�*(flkb ...oma w.••nvr:vni.lf urt^'.1"w.Yw.tv9w.ab.W ,pq.r d(VV,Mv..... ....._,. 1 d' a j f TI•ard/Metz!er Meet' ! House DMslon 11- -r.• :, t DIVISION 11 - EQUIPMENS ,, t 11 450 RESIDENTIAL EQUIPMENT 11 453 SERVING AREA EQUIPMENT 11 480 ATHLETIC, RECREATIONAL, 81 THERAPEUTIC EQUIPMENT 11 484 BASKETBALL STANf ARDS 11 491 VOLLEYBALL FLC.OH ANCHORS ` ,., 11 497 SAFETY WAINSCOT I. ;, r • 1 I • j . 1 0— V''' i rn +j 3 i 7 • -I L ^ • ......, - —"� 1 li 5193 -Page 1. � . t Lee•Ruff.Stark Architects • I 4 , ilim j r r. . . • VIVINONS,NPA'44er 'TA 1""110.11,11N4Orr"`" t".NA.WIMMglOW AVOX40°' • ' . ' • 1 • Division 11• -• ard/Metz er Meeting House I. BLANK PAGE • 'r4 Po.r ti,. I '4. • up , • .„. n111.. • ••••• • 111 Irig-iT 1/15/93 tee Ruff•Stark Architects . . , . asommil •„. l• • ,. • • • • Tlgard/Metzger Meeting House Divblon 11•Equipment P, , i..ia 11 453 SERVING AREA EQUIPMENT GENERAL - PART I lei 1.1 Summary: A. Products Furnished But Not Installed Under This Section - 1. Range and refrigerator B. Related Sections - , 1. Section 01 101 - Range and refrigerator will be furnished by Owner. 2. Division 16 - Outlets, range cord sets, and electrical service 1.2 Submittals: ow W A. Operations&Maintenance Manual Data- 1. See Section 01 730. 2. Product data packaged with range and refrigerator. I', I. END OF SECTION ION :u 484 BASKETBALL STANDARDS I ' GENERAL - PART I 1.1 Summary: A. Products Furnished But Not Installed Under This Section - _ 1. Parts, equipment, attachments to structure, and other accessories complete to ;. provide finished, ready-to-use basketball standard when installed. 1 wo B. Related Sections - 1. General Conditions and Division 01 apply to this Section. `° 2. Division 06 - Installation .,,j 3. Division 09 - Finish painting of backboard support frame. 4. Division 16 - Conduit,wiring, coxes, etc,to winch and key switch. 5. Division 16 - Installation of key switch and winch motor connection. 1.2 Submittals: 1 A. Shop Drawings 1. See Section 01 340. B. Quality Control- 1. Wiring diagrams and installation instructions. C. Operations& Maintenance Manual Data - 1 See Section 01 730. 2. Manufacturer's literature or cut sheet 3. Parts lists 4. Operating instructions 5. Copy of specified warranty. 1.3 Quality Assurance: A. Complete installation shall meet official basketball rules of the National Basketball Committee of the United States and Canada. 1.4 Delivery, Storage, & Handling: A. Fabricate and ship basketball standards ready for installation. 1.5 Warranty: A. Lifetime unconditional guarantee on backboard against breakage. - PRODUCTS - PART II 2.1 Backboards: A. 1/2 inch minimum tempered glass, 40" x 54" rectangular with brushed aluminum frame and Fast Track padding, standard front mount rim, and Supernet. B. Approved Manufacturers - Tee•Ruff•Stark Architects 1/15/93-Pape 1 will • 4,i'•Ia �'Ctl �f S �'", .''. li sw4 +yr'i.,'ta4`I :,'''',,,:.11': �a.. "y L ; i0E ! ? iiiN,, ,1 � iIt 4J a': ,-1':!,,',,, 1 . r , l ti II ` at ( , ,'', i2,,',1,1•,;,,4 v : �, ,, J { t, M '#,,„-,, .,,,,,..:41,.,,p,,,,„,:,,, ,,,!:',.,'T y,,'5Y, 1 , t.,,,,(',...-,:,:: ' `"tkrL l ,1 n Y ., ,..-1 , I 4 . :,..:-,%.:.:',,°:.,,i-,, . y4hi f 4. x 'C xX l rilliiim"..".............m.... 1"."...mm"m. Division 11- • I• . TI•ardlMetz•er Meet) • Nouse ,',";:',&0-,! 'r 1. Model No.63-SW by ADP(Architectural Design Products), American Fork, UT L•' 2. Guardian G1-SB by BPI Manufacturing, Everett, WA 2.2 Electric Winch: ~' A. Worm gear type.Worm shaft shall turn in sealed, precision thrust bearings.Worm and gear I shall run In sealed oil bath. B. Motor- 1. 60 cycle, 115 vott, single phase with thermal overload protection. t,..,,) 1 C. Key Switch- 1. 22 mm, three position, spring return, high security key operated switch with aluminum cover plate. ' r • 2. Approved Manufacturer& Model- 1. a. Model 3S B02-3BHC2 by Siemens. D. Limit Switch- ; 1. Supply winch with integral pre-wired limit switches to automatically stop standard L ,. in up or down position. E. Connection - 1. Supply pre-wired flexible cord and maleplug. Supply receptacle for installation by r Division 16. 4..0 2.3 ROOMS 161 AND 163 SINGLE POLE DESIGN Supports, Bracing, Drop Pipes, Sheaves, Etc: /— A. Frame shall be rear fold, rear brace unit of single pole design supported adequately to hold backboard in rigid position. 1. Pole Size - ,.- a. Meetinghouse -3-1/2 inches minimum. b. Stake Center-6-5/8 inches minimum. , B. Factory primed-One coat gray enamel. C. Approved Manuic..turers - 1. ADP(Arch,tectural Design Products), American Fork, UT. w, 2. BPI (Baskeball Products International), Everett, WA. 3. Cassidy Mfg Co., Inc.Vancouver,WA. , 2.4 ROOM 162 Supports, Bracing, Drop Pipes, Sheaves, Etc: `" A. Steel pipe supports and bracing. Tubing not allowed. B. Manual side swinging configuration standard of approved Manufacturer to fit Project requirements indicated on Drawings. ,-,, C. Factory prime with one coat gray enamel. D. Approved Manufacturers - 1. ADP (Architectural Design Products), American Fork, UT 2. BPI (Basketball Products International), Everett, WA 3. Cassidy Mfg Co,Vancouver,WA M,,, 4. Outdoor ProductsCo, San Jose, CA 5. Porter Equipment Co, Schiller Park, IL °•- EXECUTION - PART III 3.1 Installation: ••" A. Install In accordance with Manufacturer's recommendations. L.1 B. Mount electric winch exposed on standard. END OF SECTION 0.- I.. 11 491 VOLLEIDA11.11.02R ANCHORS 7, ~.- GENERAL - PART I Page 2- 1115193 ee• - ' • tar c tecta , .'„4., ,,,,,c;,,�' t;,, , , ,� A'' vim j CA'' W 4 `' !' ft,�14 tip,, 1R4 4r rf � 40. ^?�+ 'I "....rv, C i ,.. ' 'yA. ' ' tir, 7100,41 . TlgardlMetzger Meetingl use Division 11-Equipment '1 ted 1.1 Summary: ,r. A. Products Furnished But Not Installed Under This Section - .., 2 1. Volleyball floor anchors. " B. Related Sections - , 'w r 1. General Conditions and Division 01 apply to this Section. 2. Division 06 - Installation poi ,2 illb 1 1 `' t 1.2 Submittals: A. Operations&Maintenance Manual Data- r; 1 See Section 01 730. 1, iio ....J 2. Manufacturer's literature or cut sheet PRODUCTS - PART II ..- 2.1 Volleyball Floor Anchors & Sleeves: A. Approved Manufacturers- w 1. Model 408-100 PVS by AAI,Jefferson, Iowa 2. Model KA 25 S by Sports Imports Inc, Columbus, Ohio • , 1. * . EXECUTION - PART III, 3.1 Installation: I A. Install in accordance with Manufacturer's directions. END OF SECTION N '" 11 497 SAFETY WAINSCOT 1"1111 6 GENERAL - PART I 1.1 Summary: 111 .. A. Products Furnished But Not Installed Under This Section - 1. Safety Wainscot behind basketball backstops. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. f2. Division 06 - Hardwood trim 3. Division 06 - Installation 1.2 Submittals: B. Operations&Maintenance Manual Data- i • . — 1, See Section 01 730. • ih' 2. Manufacturer's literature I PRODUCTS - PART II 2.1 Safety Wainscot: A. Pads shall be 2'x 6' x 1-1/2" minimum thicknesswith 6 lb density foam covered with vinyl vi coated nylon fabric. Bond assembly to 3/8 Irch plywood back. ItB. Approved Manufacturers .. 1. Rite-Wall Series 200 by ADP,American Fork, UT 2. Safe-Wal Wainscot by Nissen, Cedar Rapids, IA 3. Wall Wainscot Model 90348-326 by Porter Equipment Co, Schiller Park, IL 4. Equal as approved by Architect prior to bidding. See Section 01 630. ' EXECUTION - PART Ill 3.1 Installation: , A. Install according to Manufacturer's directions. END OF SECTION r' i, ; Iii. to rc tecta 1113193 • Page 3 I "".".'"'' 7' \ *'" I . "P ' * "" 4t-ok4-0,* 4,,- - . 0 • - ' ,,.., , . • . , iiII , ' k •' . 1 ' 77 TI ardiMetILLir ear taIMee House DIvtelonll-Equipment '• — i 1 Loi I' BLANK PAGE 7 0 - . .... ,.., ..., .... . , ..... . 4 • pt, ,.;,. 4., ii - ...... (0, ... (.... , t r L Ii .04 . . .0.' .i 1 IIRIF mr 4. . .' A t',.. il 0 t' r-, !‘, INDIO ( .......................................... "W age 4 1/15/93 Lee. Ruff.Stark Architects- t...., lit t r• ,.'' : . . r- ,.„ . .. . . . , . , . . . • . ,,,,, •-:16'.'7?1;,:,,, ,N,,,k,,,,,, ,:.) ,,-,.,.. , , , ., . •.• . i 1-1 4 Tigard/Metzger Meeting House ,...-- _2NElvlslon12-FLrnisN DIVISION 12 - FURNISHING$ . , 12 300 MANUFACTURED CASEWORK 12 384 ROSTRUM CASEWORK es• r. , 12 500 WINDOW TREATMENT . • . , . r 12 530 CURTAIN HARDWARE gm 12 541 DRAPERIES&CURTAINS • ,,. IL . . ' H i.''''.......".'"...............: ' t;•, 12 700 MULTIPLE SEATING 12 711 ROSTRUM SEATING 12 770 PEWS& BENCHES c , • L.' •".. —1 , ,_ I .. • , ' IIN , .• . • i .1:i,' •• , . 6 ' _ p..„ I : I .i .. ., i , , • Lie•Ruff.Stark Architects 1/15/93- Page 1 .. • .1 ......., . • ' "-"" ,. V 1,, .o • . . . .. . ., • ,. ,'..., '.• A ,' ' .. .. .. •/,'.1 '' ' " . ' ' ' ' * '110,0,00vA'141,0"'0"*".T''*01'.4,1(orlwouk-1,44tr'' " • ; • .' -' .-, •, • . • gin . ' TigardtMetzger Meeting House Division 12-Furnishings BLANK PAGE • 0 o, • • 0 • II • . . • 140 • 111 * — Lee•RtiW Stark Architects Page 2• 1/15/93 • 411646.401,046„' ,-. ‘, 04- ' . ' . ., r f ; rpb^tp��1 tiiii TlgardiMetzger Meeting Nouse _ Division 12-Furnishingst1 ,t,t ,; t.• i n" � � a 12 384 ROSTR _M CASEWORK , ' ,ii' \,,' GENERAL - PART I ,t1.1 Summary: A. Fabrication and delivery is by Casework Manufacturer. Rostrum casework is excluded trom 4 Contract and provided by Owner in accordance with special services required under {I • i� Section 01 101. This Specification establishes quality of materials far information of l 41111 Contractor, Architect, and Owner's Representatives. 1. Rostrum casework consists of Chapel pulpit with adjustable mechanism, rostrum rail,sacrament table, control pedestal,and Clerk's desk. I111111. B. Related Sections- 1. Division 06 - Installation. 1.2 Submittals: A. Shop Drawings- • •.. 1. See Section 01 340. PRODUCTS - PART II 2.1 Wood: • A. Solid Wood - 1. Plain sawn Red Oak il B. Hardwood Plywood - 1. Plain sliced Red Oak C. Furnish pre-finished with Owner se;ected stain, LDS Mahogany. T- 2.2 Approved Manufacturers: let A. Fieldcrest, Ogden, UT END OF SECTION r ( 12 530 C 1BIAINIA WA r t' GENERAL - PART I' 1.1 Summary: A. Includes But Not Limited To - ,' 1. Furnish and install curtain hardware as described in Contract Documents. I B. Related Sections - ') Ft 1. General Conditions and Division 01 apply to this Section. 1.2 Submittals: F' A. Operations& Maintenance Manual Data - s, 1 See Section 01 730. lc' ti 2. Manufacturer's literature or cut sheet RI 3. Operating instructions '4 j 1.3 Sequencing & Scheduling: ? A. Coordinate work with other trades so surfaces and areas to receive this work will have l'' 1 proper prior preparation. PRODUCTS - PART II `f 2.1 Rods: A Drapery rods shall be sufficient width (usually window width plus 1/2)to allow drape to A; ig stack clear of window opening but no wider. This requirement may be modified as follows- 1. Where Drawings detail differently. 2. Where wall, cabinets, mechanical equipment, or other obstruction requires . e. modification. 3. Where symmetry of a room would indicate desirability of an ext-151.,Z;;;:s. 5 Lee•Ruff•Stark Architects 1/15/93- Nit l' 1 w f' �..' .. ' 4' ' '.f! yi � #,' , ,'' r Is ..` r 1J� rM '04'` k'''-" , ' ' , . i . ` Division 12-Ftmishings Tigard/Metz ger Meott House 1 B. Traverse rods shall include wall or floor mounted tension pulleys for endless cord ��: operation. C. Approve-1 Manufacturers- 1. "Super Fine"by Kirsch Co, Sturgis, MI 2. 601 Series by Graber Industries Inc, Middleton,WI 3. Equal as approved by Architect prior to bidding. See Section 01 630.III , 0 EXECUTION - PART r 3.1 Installation: 4,.: ' A. Install tracks, wall or ceiling mount, U.ith mounting device head no larger than No. 6, to yield direct withdrawal strength of 2:3 lbs minimum. B. Support spacing to be as recommended in Manufacturer's literature. 3.2 Adjusting, Cleaning: A. Tracks to be free of marring, scratches, and foreign material. END OF SECTION I 410 P„ . 12 541 DRAPERIES & CURTAINS L., GENERAL - PART I r--, 1.1 Summary: 4 • A. Includes But Not Limited To - 1. Furnish and install drapes and curtains as described in Contract Documents. .., B. Related Sections- ,� 1 . General Conditions and Division 01 apply to this Section. • 1.2 Submittals: ,r., A. Quality Control- 1. Certificate of flame-proofing. No payment will be made until certificate has been L. received. B. Operations& Maintenance Manual Data - 1 . See Section 01 730. 2. Manufacturer's literature or cut sheets M • 3. Flameproofing literature 4 Color and style selection 1.3 Quality Assurances: 4"" A. Requirements of Regulatory Agencies - 1. Material used shall be inherently flame retardant with a flame spread rating of I. Attach permanent tag to each drape attesting to flame retardant quality of material used. PRODUCTS - PART II ""' 2.1 Material: A. Colors as selected by Architect from Church approved color schemes. `M B. Approved Fabrics& Suppliers- , 1. Standard Drapery- a. Brugge by Coral Fabrics, Chicago, IL • b. Cheyenne by Interspec, Allenwood, NJ c. Omni by Mahararn, Hauppage, NY r- 2. Blackout Drapery- L. aat ' a. Stoplight by Coral Fabrics,Chicago, IL b Control Line I by Maharam Fabric Corp, Hauppage, NY r.., 2.! Curtain Fabrication: A. Fabrication shall be by experienced personnel. B. Double top and bottom hems unless specifically specified otherwise. rt L page 2- 1115/93 Lee•Ruff•Stark Architects kk !, 1 j.. r '‘..t,',,',-, !�,< .;.. t Tigard/Metzger Meeting House Division 12-FtsnisNngs N • 1 C. Provide necessary weights. ,.. I. D. Fullness shall be more than 2-1/2 times width of space drape covers. I E. Space pleats 4 inches maximum center of pleat to center of pleat. F. Drapes shall have- 1. Fabric candled for flaws r 2. Straight, even blindstitched side and bottom hems Y,? NI3. All seams hidden beside a pleat 4. All joined seams serged and overcast with no puckering 5. Four inch double hems and headings II 6. Sampson permanent crinoline used in the heading 7. Seams match up on bottom hems 8. Corners of bottom hems closed with hand stitching Erso 9. Pleats evenly spaced to size 10. Straight edge across top after pleating 11. Straight, even folds END OF SECTION 12 711ROSTRUM SEATING ' GENERAL - PART I I 1.1 Summary: A. Products Installed But Not Furnished Under This Section - 1. Rostrum Seating B. Related Sections - 1. General Conditions and Division 01 apply to this Section. 2. Section 01 101 - Rostrum seating will be furnished by Owner. 1.2 Submittals: A. Operations& Maintenance Manual Data- 1. See Section 01 730. 2. Manufacturer's literature or cut sheet 3. Color and pattern selections PRODUCTS - PART II 2.1 Seating: A. Model 38-220,21 inch by American Saating, Grand Rapids, MI. Ilit 1. Provide bookrack Style 040 on every other chair. - 2. Arm rests shall he Red Oak. 3. Upholstery fabric shall be Chatham 32000. Color as selected by Architect from Owner approved colors. EXECUTION - PART III • 3.1 Installation: A Install Rostrum seating in accordance with Manufacturer's installation manual which shall be included with each shipment. Do not proceed without this manual. B. Punch holes through carpet with 1/2 inch hollow punch and drill guide holey for screws with 5/32 inch drill. ,, iEND OF SECTION • i12 770 _ _PEWL NC ES `' } GENERAL - PAR1 I 1 fd':, Lee•lluff•Stark Architects iTt�1�9 `ti:" 4.. Jr. ..w!.[, M pt 1 r 1 i ill Nw^' ,n, ,,��yy A �„77' .'q�yt?n � .MO Mii• �I ""y('�a,��,,s..0 "vovo.YtM'i/'"".10,"4"/"""II, 'h ,'I+I "" 11 '144114' N4 V"Rfi�[�3 11 t -Pant ' �i + ,• r • �C H5r, t M • +!'F1 ',`''... ri Y-^• X^�zl r - ..•"•.. r i,' I ;,:,,:,, .''. e • Division 12-Furnishings Tigard/Motzger Meeting House :— .1' w i • � 1.1 Summary: A. Fabrication,delivery, and complete installation is by Pew Manufacturer. Chapel pews are excluded from Contract and provided by Owner in accordance with special services required under Section 01 101. This Specification establishes quality of materials and installation for information of Contractor,Architect,and Owner's Representatives. = 1 1.2 Submittals t }1� M A. Shop Drawings- w'w : 1. See Section 01 340. B. Operations&Maintenance Manual Data- .' 1. See Section 01 730. 2. Manufacturer's literature 3. Stain and fabric color 4. Copy of specified warranty. ' .10.' 1.3 Warranty: A. Form of Guarantee- does hereby .4, (name and address of supplier. guarantee the furniture covered in your order of __ 199and our order no. against any defects for5 years providing equipment is left fastened to the floor in the building where our Supervisor and the erection crew installed it.. 41 ,• If defects do show up, we will replaceor repair the defective parts without cost to the i 4 • Church. Abooveve guarantee does not cover damage to pews caused by undue exposure to the elements, by vandalism, or by any cause other than defects in workmanship or materials under ordinary usage. If this equipment is moved from present building or taken up from the floor and put back, this guarantee will be void. Name of Company ____-- — by '1 . (Duly Authorized Agent. • PRODUCTS - PART II 2.1 Components: 111 J,. ), _ A. Wood Exposed To View I 1. Solid FAS grade Appalachiangrown oak with 6°ro maximum moisture content i .. i during constructionand hand sortedfor uniform texture and color matching. No- mineral grains will be acceptable. a. Backs - minimum 4/4 inches think x 4-1/2 inches maximum width stock. b. Seats - minimum 5/4 inches thick x 4-1/2 inches maximum width stock. c. Ends - 1-3/4 inches minimum thickness. d. Supports - 1-1/4 inches minimum thickness. B. Padding - I Ili • 1. Self extinguishing polyurethane padding. C. Upholstery .. 1 Chatham 4600 by Chatham Manufacturing Co, Elkin, NC. Color as selected by Architect from Owner approved colors. ., I D. Glue- 1 . U S Plywcaod JMK514, Prestoset, Weldwood, Perkins L-100, or Architect 1 approved equal. "" E. Hymn Book Racks- is 1 . Of size to receive two hymn books. Provide one rack between each pair of supports. r'' F. Miscellaneous Hardware- ' Page 4 - 1/15/93 — Lee•Fluff•Stark Architects ,. rt • - =-" H i'.i Tiger /Metzger Meeting House Division 12-Fumiahln s Pao 4 1. Manufacturer to supply necessary screws,washers,and miscellaneous hardware • for complete pew assembly and installation. ' ' 2.2 Approved Manufacturers & Model Numbers: wN A. The Marshall Company, Payette, ID 1. Upholstered Seat& Back - Custom LDS 495. 2.3 Fabrication: }~ A. Pew Body- Eil • 1, Assemble with specified lumber in random widths and lengths. 1 ,\ 2. T & G joints are preferred, however, butt joints with glue line rip saw are "' acceptable providing Manufacturer will guarantee satisfactory performance. 3. Pew bodies 12 feet or less in length shall be one piece. Longer pews may be '" assembled with blind joint. Joint shall occur over center support. • — B. Pew Ends- 1. Rift block construction is preferred, however, edgeglued construction is ia acceptable provided Manufacturer will guarantee satisfactory performance. '. 2 Minimum thickness shall 1-3/4 Inches. 3. Rout end 1/2 inch deep to receive back and seat. -., 4 Wedge and screw pew body to end. C. Pew Supports - ,.i 1. Rift block or edge-glued construction of 1-1/4 inches minimum thickness. 2. Terminate supports whin 2 inches of cap rail. 3. Seat and back shall be ;n full contact with support member so no wedging is required at seat and no molding is required to hide joint with pew back. 4. Maximum spacing between supports, 6 feet. -. D. Finish- 1. Stain • Penetrating, non-fading sealer stain hand wiped to obtain best possible - uniform color, LDS Mahogany. 2. Filler - Use of filler is not required if high quality finish can be achieved without it. 3. Sealer - Apply one hot coat of lacquer sealer followed by hand sanding with No. " *-_ 240 wet or dry paper. ,c,,, 4 Apply three coats of lacquer using no reducer to thin material. Lightly sand between coats. 5. Finish surface shall be free of skips, runs, sags,or lacquer dust. - E. Identification - 1. Permanently identify Manufacturer's name, address, model, and fabric color on 1 under side of eachpew. EXECUTION - PART III 3.1 installation: A. Attach securely to floor with concealed fasteners. "8"clips or angles are not acceptable. , B. Spacing and alignment shall be uniform and true. C. When installing over carpet, punch holes through carpet with a hollow cutting tool. Do not drill. END OF SECTION d is 'y „., ee• u toArchitects �-1115/93- Page 6 •, 1` f 9' r• ... iii• , it .. • :- , . . . . 444,11/01410444p.• It' 0144411CINI:r,llirortf. 4,14,4,. 4A441r.f,,fr“•'•'•• r'••••"•••441"'': #.4141"'41#00"111•411 944?" ''Iltr'14.."'14"":•17:4"•4•00744'1•0*1:r . . 4*". .!‘'''*14i'rt".",Ait4.4. -' l:!'-','.',,,,,,410:k Alit**-h-,g-,ritck'''',N,IOW t. ,.44*,', '4';.,.-1...:•••• ..-. •..' -' ., ' , ' '' ,,,.r(k. ,.. i I . ,• DIvialon12-FtrrlshLNLTigard/Metzger Mee tIng Hauls .... A , . . • • BLANK PAGE I .. •• . •, . • •," • : 1 I k '7'r • / • .• • I I • ,i:I, . . I . I . . , 4 , # . . . I \•':', ..' . •;',. .• , f ,. . • , I . '''H : .. . . . 2.• , \. . . , I. , I ',- . .. . I .. .., . . . . . • , . .• I . -,- ' I I . • . . . • .. I .t. ' • Page 6- 1/15/93 ---Iii7tiuff•Stark AreNiiicti t , . . . . ;,, ,!. .. . . •'. ' I. C. ., . -I . . ': 1 • t' ' , • . ... Al . I, 7 "Ie4 4 . . . .. . . _. .k . '• ....• • . ' • • ..I l' I . . ••• ,. ‘ ., ,. , , , . ., • , '.. ' ' ''..; :I/.i,''...'.. '''' .':' , L . " , '.';:, LI 40014e 4404....., ,,,,,t,....,„..,.ii-J.,N.'',s',.:;^''.:';;c'ii,',!`::.,' ',*;,!',' ".'.t.,14...'.'..,-,,...! ''. ..'',, ,.• ' .. ' . : . • . .,. • • • ..:'•,,yr,,,.,e.:.: ,.. . ,,,,,,,,wi t.k....r r,tx..,...001,AN.0)10...,•tt.,..,....v.* . .....-,,,. ',. . -, .. . , . •i TIgardlMetzger MeetingHajseDivIalorCortstructIon . _ . • ' DIVISON 13 - SPECIAL CONSTRUCTION • . ' • . . . 13 350 TESTING, ADJUSTING, & BALANCING OF MECHANICAL SYSTEM . .' a I, ' 0 13 352 AIR SYSTEM TESTING&BALANCING , ,..... ..; 13 375 AUDIO & VIDEO "1 I . 1.... " j . . . . 13 376 SOUNDSYSTEM . .. ... . ... ..Y . • . . : •i':,!, ' \ .''':I°•ftf; \ • .i 1 '1' .. • illoi , \ ,. . r . r • . •'.:. • . . 111 '. , . I , I 1'1 • . r ... . . , • . : .. •, Lee•fluff.Stark Architects -----TrirEi-irrigiT . , • • 1....., . .., . . . . . . .,:. .1'!"''..'•".. 14,' I; .. , . . • ' ). : .,' e . .,.Ot.,. . ,••- .'i,4 ., ' .,:',illi a kt,);,1?,.''.,•'q, ' .`'i',.4,eieo , • • . I e N, 1t+ m�aw+ nw�,� �• ^ • Dlvblon 13•Special Construction Tigard/Metzger Meeting House • CLANK PAGE "}r flb U: S • • r- v,•. �w« • 11, i'4 ' I '. i I I •• rtliA € 1511Fr- 1/15/93 —-Te• tar rc fedi • ° r +, • i 'tr.rrF""'.; "` ""'r►"e"'Atl#'fm '""�'tto"`li! - . y,, pY Tigard/Metzger Meeting House Division 13-Special Construction 13 352 AIR SYSTEM TESTING & BALANCING W GENERAL - PART I 1.1 Summary: • A. Includes But Not Limited To- • 1. Testing, balancing, and adjusting of air heating, cooling, and exhaust systems. 2. Smoke testing low pressure steel duct systems. ... B. Related Sections - 1. General Conditions and Division 01 apply to this: Section. 2. Division 15 - Making changes in pulleys, belts, and dampers as required for correct balance as recommended by Air Testing & Balancing Agency at no , iliadditional cost to Owner. 3. Division 15 - Repair of leaks in ductwork at no additional cost to Owner. • 1.2 System Description: A. Performance Requirements- , : 1 . Perform testing and balancing in complete accordance with the Associated Air Balance Council Standards for Field Measurement & Instructions, Form P1266, Volume I. Record test data on AABC standard forms or facsimile thereof. 2. Air Testing& Balance Agency shall perform tests specified, compile test data,and ilk submit four copies of complete tesi data to Contractor for forwarding to Architect 4 for evaluation and approval. 1.3 Submittals: iiiiw A. Test Reports - 1. Include in air balance report a letter indicating smoke testing has been accomplished and a report of findings regarding airtightness of each ducted fg system. ii B. Operations& Maintenance Manual Data - $ 1. See Section 01 730. r' 2. Approved copy of air test and balance report Include with Division 15 Operations & Maintenance MEinual Data submission. No 1.4 Quality Assurance: r- A. Qualifications- ,4 ° %,' 1. General Contractor shall procure services of an independent Air Testing & Balance Agency which specializes in testing and balancing of heating, ventilating, , and cooling systems to balance, adjust, and test airmoving equipment, air 7 distribution, and exhaust systems. 2. Agency shall provide proof of having sirccessfully completed at least five projects of similar size and scope. Work by this Agency shall be done under direct supervision of a qualified Heating and Ventilating Engineer employed by Agency. 3. Agency shall be approved in writing by Consultant. 4. Neither Architect's Engineer or anyonil performing work on this Project under Division 15 shall be permitted to do this work. 5. Ine.truments used by Agency shall be accurately calibrated and maintained in good working order. 6. If requested, conduct tests in presence of Architect. I . 1.5 Sequencing & Scheduling: A. General Contractor shall award test and balance contractto approved agency upon receipt of his contract to proceed to allow Agency to schedule this work in cooperation with other Sections involved and comply with completion date B. Schedule smoke testing prior to ducts being wrapped where duct wrapping is required by Contract Documents, or, if ducts are not wrapped, in sufficient time to allow for sealing of leaks prior to testirg and balancing of mechanical system i 40 f Lee•Ruff•Stark Architects 1/16163- Pam ! . ` ;i ti t a - IIMMMMMMMMOMMMMMMIOMMNPMK . rill..! , in.b6 ..,.w. i.,wM.✓nlynlMtsv. r..,..... . .,:,,,,Y. vs ..,.....,.w.wdgW+Afi�NKMFIbFMtl4e'M�917tiMtbYM'?r,,.•s,... . Division 13 Spode!Construction Tigard/Metzger Meeting House LJ r., C. Begin air testing and balancing upon completion of air cooling, heating, and exhaust Lam,. systems including installation of all specialties and devices. D. General Contractor shall put heating,ventilating, and cooling systems and equipment into I full operation and continue their operation during each working day of testing and balancing. EXECUTION - PART III r 411, 3.1 Field Quality Control: i,,,,. A. Smoke Testing Procedure - 1. Test each low pressure dur'system. 2. Use Zinc Chloride smoke candles, Titanium Tetrachloride ampules (sticks), or other devices approved by Architect, to generate smoke. 3. Provide temporary portable fan as required to pressurize and circulate smoke into each duct system. 4. Close openings in duct except for one opening at farthest end of duct runs. ,o. 5. Circulate smoke at pressurized condition of 1/2 inch minimum water gauge static pressure. 6. Report findings to Architect in writing. 7. Retest systems which are found to have leaks, after proper sealing by Division 15. - B. Air Testing& Balancing Procedure- 1. Air Testing& Balancing Agency shall perform following tests and balance system in accordance with following requirements. Perform tests at high and low speeds of systems designed for two-speed operation. a. Check filters for correct type and cleanliness. Notify Architect in writing it ..-. filters are not acceptable. Do not proceed with air balancing operation without correct, clean filters in place. b. Test and adjust blower rpm to design requirements. If direct drive equipment, set on proper speed tap as listed in Drawings. c. Test and record motor full load amperes. '•- d. Make pitot tube traverse of main supply and obtain design cfm at fans and , up-flow furnaces. iy— e. Test and record system static pressures, suction, and discharge f. Test and adjust system for design cfm air. g. Test and adjust system for design cfm outside air. ,.. h. Test and record entering air temperatures (db heating and cooling). i. Test and record entering air temperatures(wb cooling). ' j. Test and record leaving air temperatures(db heating and cooling). k Test and record leaving air temperatures(wb cooling). "w I. Adjust main supply and return air ducts to proper design cfm. w,,,, m. Adjust zones to proper design cfm, supply andreturn. 1) Where furnace supplied to job site provides over 5% moreair than schedule requirements, rooms supplied by that furnace shall have their supply air quantities increased by the ratio of `-- actual total air quantity supplied to minimum air quantity required by furnace schedule. n. Test and adjust each diffuser, grille, and register to within 10% of design requirements. o. Identify each diffuser, grille, and register by location, area, size, and manufacturer and model. 6,. P. In readings and tests of diffusers, grilles, and registers, include required . cfm&test cfm after adjustments. M-. q. In cooperation with Division 15, set adjustmentsof automatically operated dampers to operate as specified, indicated, or noted. r"" r. Adjust diffusers, grilles, and registers to min4iuze drafts. C. Final Inspections& Adjustments- Page 2 - 1/15193 Lee a Ruff+Stark ArcFiricts , ' . ',,.-, : ' 01J• 1'. ipiu TigardlMetzger Meeting House Division 13•Special Construction 1. System shall be completely balanced and all reports submitted to Architect prior !' to Pre-Substantial Completion Inspection. iiiiiiy 2. Balancing agency shall be represented at Pre-Substantial Completion Inspection I ► r by qualified testing personnel with balancing equipment and two copies of air balancing test report. I a. Architect will choose and direct spot balancing of one zone. Differences I 0 between spot balanceand test report will be justification for requiring repeat of testing and balancing for entire building. b. Agency shall be prepared to spot smoke test one ducted system as , 4 directed by Architect's Engineer. 41111 c. Rebalancing shall be done in presence of Architect and subject to his approval d. Spot balance and rebalance shall be performed at no additional cost to Owner. MI • END OF SECTION .: 1 13 376 SOUND SYSTEM , GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install complete and operational sound system as described in 41 fii Contract Documents. 2. Provide proper terminations, miscellaneous hardware and components required for proper operation. 3. Assist Sound/Acoustical Consultant with final inspection of system and provide necessary test equipment for sound system and partition noise isolation tests. Correct problems at this time. B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 2. Division 09 - Painting behind speaker grille cloth. . 3. Division 16 - Raceways, device cover plates, equipment & control cabinets, metal speaker enclosures,fittings, and audio cables 4. General Contractor to provide scaffolding necessary to assist sound installer in ' installing loudspeakers. I iiioi 5. Sound/Acoustical Consultant will perform final equalization, system balance, inspection,and instruct local leaders in operation of system. 41 1.2 System Description: T`` A. Installations with equalizers shall meet following performance parameters as measured in 1/3 octave bands- s. 1. From 100 Hz to 2 kHz,flat within plus or minus 2 dB. r 2. Above 2 kHz, slope down along an.appror,imate 3 dB per octave slope to 8 kHz. B. Sound pressure levels at 4 kHz octave banc shah not deviate more than plus or minus 2 dB in Chapel or Cultural Center. 1. Levels in Overflow and Cultural Center shall equal level in Chapel plus between 3 and 4 dB when signal originates from Chapel. 2. When driven to maximum output, clipping shall first occur in power amplifiers. IllIli 3. No noise, hum, RFI pickup or distortion shall be audible under normal operating conditions. C. Sound systems shall reproduce program material at level of 80 to 85 dBA without audible distortion. D. Sound Masking Systems - 1 . Set amplifier tone controls to FLAT. • g„1 LN•Puff•Stark Architects — 1115//3- Page 3 I�,i • .. i,�•IIMfhNY�'Nf•JA1;`:dlifMn:iY+K•IV:.h•9MiLU+wM n.,.'..>•... ..... .... .... ... .. ...n .4',1 , Division 13-Special Construction Tigard/Metzger Meeting House — y4 2. Adjust sound pressure level to lowest level in range from 42 dBA to 46 dBA °�• ti'�J, which provides adequate speech privacy in Corridor. Verify that conversation in Office at slightly raised voice levels cannot be understood in Corridor. .. M t ' 3. Do not exceed 46 dBA. If this level is not adequate to provide privacy, check i.: e door seals on Office doors and have Seal Installer readjust them for proper seal. If privacy still cannot be obtained, contact Project Sound/Acoustical Consultant. ea 1.3 Submittals: .. A. Shop Drawings- 1. See Section 01 340. s I i 2. Submittal to include Manufacturer's data sheets and drawing of equipment rack in layout. B. Record Drawings 1. See Section 01 720. a. Drawings to include impedance of speaker lines measured with audio 'J MI ), frequency impedance meter. Lill C. Operations&Maintenance Data - 1. See Section 01 730. �, 2. Product Data- 1 ;. a. In addition to requirements of Section 01 730, provide following- so1) List of equipment items showing quantity, make, model, and laserial numbers. Indicate if items are installed or p- '. 'ale. 3. Include following items supplied by Sound/Acoustics consultant at ime of final te,r inspection - ' +• 1 a. System operating instructions ` '.t VAt 44 b. System maintenance instructions {,; y c. System test report k• " IY ?; 1.4 Quality Assurance: fi ( A. Qualifications - it 1 .4 , 1. Approved Installers- 111 P ` a. Engineered Sound and Lightning 2500 SE Hawthorne Blvd. Portland, OR 97214 (503) 231-7866 I r • Mict.ael Chriss b. G.B. Manchester Corp. 5012 Northeast 42nd Portland, OR 97218 (503) 287-1112 Steven J. Oakes c. General Communications111 /il 4332 S. 500 W• Murray, UT 84123(801) 226-5731 Russ Gramse � d. Johnson Engineerirg & Communications 1022 South 350 East , Provo, UT 84606 ,1 (801) 377-0096 (801) 37-0098 ti Ron Lowe I • Page 4 - 1/15/93 Lee•Miff.Stark-Architects • .. Y pC ,1, Y+ a.,' itsmiNJ. • 4 , ."" r,41'd.T3'k11a..."- ..., .. ,-., r '/y.IM".+.'Pori,n.•.r r, ,., ..r .n..... �. , 1 X51 tl r f Yk • Tigard/Metzger Meeting House Division 13-Special Construction "P. y .0 Z , e. Marshall Industries 614 East 3900 South Salt Lake City, UT 84107 (801) 266-2428 Randy IvlcCleve 0 f. Smeed Sound Service, Inc. 1110 790 West 8th Ave. 1 tEugene OR 97402 7 (503) 6136-1654 0 Paul Smeed E• 1.5 Warranty: 1111 , 9 A. Provide complete warranty repair or replacement for one year at no cost to Owner, except in case of obvious abuse. 1 . If failure causes Chapel or Cultural Center sound system to be inoperative or • :1 unusable for its intended purpose, Installer, when notified of problem prior to Wednesday, shall repair system so it will be operational and usable by following Sunday. If defective components cannot be repaired in time, furnish and install temporary loaner equipment as required. 7B. Honor component warranties for term established by Manufacturer, if greater than one 16. .. year. PRODUCTS - PART II 2.1 Components: A. As shown on Drawings from following Manufacturers. No substitution allowed without " approval of written request submitted to Owner approved Project Sound/Acoustical Consultant. - 1 . Altec Lansing • (405) 324-5311 2. Atlas/Soundolier - (314) 349-3110 3. Audio-Technic:a - (216)686-2600 4. Belden Wire • (317) 983-5200 5. B G W - (212)973-8090 6. Comtek - (801) 466-3463 7. Conquest - ;708) 534-0390 8. Crown - (219) 294-8000 .- 9. E F I - (801) 977-9009 10. EIKI International - (714)582-2511 11. Electro-Voice - (616)695-6831 12. IRP (Industrial Research Products) - (312)439-3600 13. IVIE - (801) 224-1800 • 14. IWE (Industry West Electronics) - (801) 226-1000 15. JBL - (818) 893-8411 + 16. Levison - (718) 229-4040 1 -, 17. Lowell - (314) 781-9058 1 18. Neutrik - (609) 327-3113 i ' 19. ProCo - (800) 253-7360 20. ProSound - (800) 421-2471 21. CrSC - (800) 854-4079 22. Sound Tech - (714) 738-7373 23. Switchcraft - (312) 792-2700 24. TOA Electronics - (415) 588-2538 25. Triad - (Newark Electronics) - 26. University Sound - (818)362-9516 27. White - (512) 389-3800 28. Wireworks - (201)686-7400 •-- Lee•Ruff•Sta.--affects 1113/93- Page 5 . , .,.,. ,411!.. -.,1 .101#11„ y0.1, e"1*".• :vow, -11,„...„ '' ',.w...nwN�•d'Mi+uV�NWra.,•f^.er,..,.,.. „-. .. Division 13-Special Construction Tigard/Metzger Meeting House i 29. Radio Design Lab (800)684-5415 EXECUTION - PART III 3.1 Preparation: A. Verify compliance of following items before beginning sound system installation- 1. No cables spliced except at standard barrier terminal blocks. 2. Cables marked at each end with permanent wire labels such as Brady or equal. 3. Isolated ground run back to main electrical panel from sound equipment cabinet. ' 4. Specified conduit, cables, speaker enclosures and equipment cabinets are properly installed. t 5. Location and angle of loudspeaker cabinets. III . B. Insure that no solid structural or decorative member impedes sou and propagation from a speaker and that no member with cross section greater than 3/4 inch is placed in front of a tii loudspeaker. I3.2 Installation: A. Speakers & Lines- 1 . Employ no positive stop in rotation of speaker volume controls. Controls shall be capable of infinite number of rotations either direction. 2. Seal cone speakers to backbox so air will not pass from one side of speaker to other. 3. Confirm polarity of speaker before installation and wire to maintain uniform — polarity. Ili IF 4. Make speaker cable connections with rosin core solder or wire nut or equivalent connections. ' 5. Mount transformers with screws securely to speaker brackets or enclosures. Adjust torsion springs as necessary to securely support speaker assembly. i. 6. Neatly mount speaker grilles, panels, connector plates, control panels, etc., tight, t` plumb, and square unless indicated otherwise on drawings. 7. Provide brackets screws, adapters, springs, rank mounting kits, etc, recommended by manufacturer for correct assembly and installation of speaker assemblies and electronic components. '410 ` 8. Terminate conductors with proper mating connectors. Do not use adapters. Use a „ proper crimp tool a;; recommended by Manufacturer of terminations, ie, spade lugs, TV connectors etc. Use racheting crimp tools for spade lugs and Molex pins. 9. Loosely but completely fill speaker back boxes that do not have fiberglass installed with specified fiberglass. B. Amplifier& Electronics- 1. Leave sufficient service loops of uniform length on cables to allow operation of system with chassis outside cabinet. 2. Assure sufficient ventilation for adequate cooling of equipment. • 3. Legibly identify user operated system controls and system input/output jacks using engraved, permanently attached laminated plastic plates or imprinted ,, l.exan labels. Label equipment and controls within equipment cabinet using similar labels or"Kroy"type labels. 4. Do not parallel or brarch cables and lines except at standard barrier terminal „.. blocks using spade lugs. 5. Secure cables to equipment cabinet with wire ties to ensure neat installation. Do .,. not use double-stick tape or sticky-back cable anchors. Keep speaker level, line level, and tnicrophone level cables in separate runs and bundles. 6. Ground one end of each shielded cable. Make grounded connections at device input. 7. Build out and terminate interconnections with resistors only as required. — 8. Connect spade lugs tc cables by soldering or by securely crimping with compression type crimpe•s. ago 13193 Lee•Ruff• ta3`—r li acts , ....J u, ri ::k 4, _,,1,,,11: i"'''' a, 1':: ..l '�r.,'d� '"a "r,,t (_IY �,j'. '`:4y' .Ji'lt ,3'. .M r{. . ' �1 ti.,.h CO !'e TigardlMetzger Meeting House Division 13-S}.."ial Construction to„ . 9. Securely fasten equipment plumb and square in place. Where equipment isw installed in rack cabinets, utilize all fastening holes and cover open spaces with i. perforated panels. T 10. Securely fasten relays and small components. Do not use st :ky-back tape for ; fasteners. r 11. Affix label to outside of rack listing name and telephone number of installer. ,. Appropriate warranty instructions may be included. 12. Install balancing transformer on each unbalanced input or output that connects to device outside equipment cabinet, or that conn cts to balanced input or output within equipment cabinet. MIP 13. Install pulpn microphone preamplifier to be accessible below lectern. Do not alter 1s. factory supplied microphone cable and terminal lugs. 14. Install pulpit microphone base so front of microphone head is 2 inches inside of ` lectern back edge. •• 3.3 Field Quality Control: .� A. Pre-Testing- 1. 1. Upon completion of installation and prior to final equalization performed by Sound/Acoustical Consultant, perform following - "'w a. Conduct complete system tests and make necessary corrections for proper system operation including, but not limited to,the following - 1) Test system for- iii a) Output level uniformity. b) Polarityill . c) Freedom from hum and noise. d) Freedom from shock, strain excited hum, oscillation, or noise. 41 i e) Loose parts and poor construction or soldering. f) Clipping, hum, noise, and RFI with overflow, peripheral speakers, Cultural Center system, and Children's ; Ill Meeting Room system conn°cted to Chapel system. g) Measure speaker line impedances, verify that they are proper, and correct any problems. 1 IIP 2) Sweep speaker systems with high level sine wave or 1/3 octave pink noise source. Correct any causes of buzzes or rattles except external causes. Notify Contractor and Sound/Acoustical Consultant of external causes of buzzes or rattles. IP b. Rough Balance and Equalization- 1) Adjust system controls to approximate final operation specified in Article 1.2 above. ' 2) Pre-set levels throughout system. Where remote mixers are used, preset mixer input levels so system may be operated without remote control for small assemblies,dance classes, etc. 2. Complete pretest check list and data sheet provided by Sound/Acoustical ,, 1 Consultant. Submit to Consultant within one week of compensation of system , installation. P B. Inspection & Equalization - 1. Building and system shad be sufficiently completed in order that the Sound/Acoustical Consultant can balance and equalize system during his final 7" inspection. This i.ispertion shall occur near time of Substantial Completion ',? Inspection and before Final Acceptance Meeting. Installer shall - k.. a. Coordinate final inspection schedule with Sound/Acoustical Consultant r-'. two weeks minimum prior to Consultant s final inspection. Final inspection will not be scheduled before receipt o' pre-test evaluation. b. Have copy of recd-lined as-built documents availaole at time of inspection. — Lee•Ruff•Stark Architects 1/1&3-Peggy , s l ,; • , 1. _ ' 1 13- I Construction Tigard/Metzger Meeting House I Division Special ,. c. Have loose equipment (microphones, cables, etc) available at time ofli inspection. d. Assist Sound/Acoustical Consultant in final inspection of completed , system. e. Assist Sound/Acoustical Consultant in noise isolation testing of folding $, partitions and office doors. I. Provide following test equipment in good working order- if 0. 1) Battery operated hand-held 1/3 octave real-time audio spectrum analyzer with SPL meter and precision microphone. ,� 2) 100 ft microphone cable for separating real-time analyzer and 1 •,?t° microphone. • 3) Digitally generated random pink noise generator, 20Hz-20KHz, • 1 minimum 2 hr repetition rate. 4) Direct reading audio impedance meter, minimum 3 frequencies, 1 10%accuracy. 5) Digital Volt-Ohmmeter. ;' 6) Audio oscillator,variable frequency, 20Hz-20KHz. ;', 7) Compact disc player with high impedance head phones and discs with pre-recorded speech and music program material. 8) Portable loudspeaker/amplifier, 100 dI3A SPL at 3 ft capability. • 9) Battery operated oscilloscope, 1 MHz minimum bandwidth. f r 10) Necessary chargers, cables, test 'gads, adapters, power strip, ? etc, for test equipment. 11) Two 50 ohm, 100 watt load resistors. g. Correct minor items so Sound/Acoustical Consultant may certify -- satisfactory completion during his visit. h. Pay Consultant's additional fees and expenses if building or system have r not been completed properly or sufficiently, requiring Sound/Acoustical Consultant to make subsequent visits to balance, equalize, inspect, or • certify completion. r" END OF SECTION • L.. r. L. L i. r,¢.F.' III , age -1115/93 r--- —�--�— Lee•Ruff•stark Architects rt 1 411J , a • e. . . ti r OA CO s Tlgard/Metzyer Meeting House Division 15•MechanicalDIVISION 15 -_MECHANICAL ! 15 050 BASIC MATERIALS & METHODS 15 055 GENERAL MECHANICAL REQUIREMENTS i'i, ' • •� 15 060 PIPE& PIPE FITTINGS • ' 15 170 MOTORS 15 190 MECHANICAL IDENTIFICATION 15 250 MECHANICAL INSULATION 0 .__ 15 261 CULINARY WATER PIPING INSULATION 15 262 UNDERGROUND PIPING INSULATION 15 263 REFRIGERANT PIPING INSULATION Q 15 264 PVC PIPING INSULATION --- 15 290 DUCTWORK INSULATION • 15 400 PLUMBING 15 411 CULINARY WATER PIPING SYSTEMS ' • • 15 412 SOIL,WASTE, & VENT PIPING SYSTEMS 15 430 PLUMBING SPECIALTIES 15 440 PLUMBING FIXTURES 15 452 DRINKING WATER COOLING SYSTEM 15 453 HANDICAPPED DRINKING WATER COOLER SYSTEM 15 459 GAS FIRED STORAGE TYPE WATER HEATERS • 15 460 ELECTRIC STORAGE TYPE WATER HEATERS 15 489 NATURAL GAS SYSTEMS - 15 500 HEATING, VENTILATING, & AIR CONDITIONING 15 530 REFRIGERANT PIPING SYSTEMS I 15 535 REFRIGERANT SPECIALTIES 15 550 HEAT GENERATION 15576FLIJES 15 577 FURNACE AIR PIPING15611NATURAL GAS FIRED FURNACES 15 650 REFR1'1ERATION 15 671 AIR COOLED CONDENSING UNITS 15 750 HEAT TRANSFER 15 774 SPLIT-TYPE HEAT PUMPS 15 850 AIR HANDLING 15 869 EXHAUST FANS I la-.Ruf•Stark Architect: 1/16/93-'Pagel . , • %`YM:5'.4?1QWjti!:R'II•YfP71LM.M VN,Y F t.r.ri l A I �\ ;, - .. ey 7 a V' ,�� 'x', � 1�"+w�W ++!Y'S�►�!Fn .��k+ ��+iar►rY��r!4��r1�� -. "let �M1 i...�wr�. . ' . ., ., '"*:14. pal �. 1 ` , n II , —.. . ur4,riu wM�-4Ja�Y. , , .�'lt ..rxxw.,.,.,-. .,.w r.•. ....•.. r , 4- • r Division 15-Mechanical Tigard Metzger Meeting House 15 880 AIR DISTRIBUTION "" r' 15 81 LOW PRESSURE STEEL DUCTWORK 15 896 DUCT LINING •#, 15 911 FIRE DAMPERS 10, 15 940 AIR OUTLETS& INLETS IF., 15 944 ROOF-MOUNTED AIR INLETS&OUTLETSE - i . , , - 15 950 CONTROLS I r t' 15 970 CONTROL SYSTEMS �., at 15 P55 SEQUENCE OF OPERATION 418 r , e i'''' L. Ott 1 ; iit . le,j ,,,, E l' F t I . ,,,d i0 .::,, ,,. . .. i ,I I i . I • , I t` i Ptd 2. 1116193 — — Lee•Ruff•Stark Arc ire is Aim . ..)'$44.'''' ,• • 1. n ;r , 44r ' ''.'l . v.._ Yigard/Metzger Meeting House _ Division l5-Mechanical • 15 055 GENEHAL MECHANICAL_REQUIREMENTS GENERAL - PART 1.1 Summary: 1 , A. Includes But Not Limited To - -- 1. Furnish labor, materials, and equipment neceEsaryfor completion of work as • " described in Contract Documents. 2. Furnish and install motors specified in this Division and be responsible for proper operation of electrical power equipment furnished by this Division. . I.' 3. Furnish exact location of electrical connectionsand complete information on , ,•, motor controls to Divisionl6. 4. Put heating, ventilating, cooling, and exhaust systems into full operatir'n arid • continuing their operation during each working day of testing and balancing. ' 1. 5. Make changes in pulleys, belts, fan speeds, and dampers or add dampers as required for correct balance as recommended by Section 13 352 and at no additional cost to Owner. • ` ' 6. Furnish and install firestopping material to seal penetrations through fire rated structures and draft stops. B. Related Sections- 1 . General Conditions and Division 01 apply to this Section. • 2. Division 02 - Piped utilities 3. Division 07 - Quality of firestopping material 4. Division 13 - Air balance and final adjustment. 5 Division 16- • ', a. Raceway (conduit), unless specified otherwise, line voltage wiring, • outlets, arid disconnect switches. b. Magnetic starters and thermal protective devices (heaters) not factory mounted integral part of packaged equipment. 1 1.2 Submittals: A Product Data, Shop Drawings- 1 . Submit Manufacturer's catalog data for each manufactured item. Literature shall include enough information to show compliance with Contract Document requirements. Mark literature to indicate specific item with applicable data . underlined. 2. Submit shop drawings in accordance with Section 01 340 and as specified in this • Division. • B. Record Drawings- *` • - 1 . See Section 01 720. 2. Record differences between mechanical work as installed and as shown in Contract Documents on set of prints of mechanical drawings to be furnished by Architect. Return these prints to Architect at completion of Project. These will be used by Architect to prepare record drawings. C. Operation& Mai. 'enance Data- • ' 1 . See Section 01 730. 2. Copies of warranties required in individual Sections of Division 15. 3. Modify and add to requirements of Section 01 730 as follows- ' a. At beginning of MECHANICAL section of Operations & Maintenance _. Manual provide master index at beginning of Manual showing items . included. - b. Provide name, address, and phone number of Architect, Architect's . .. Mechanical Engineer, General Contractor, and Mechanical, Plumbing, Sleet Metal, Refrigeration, Fire Protection, and Temperature Control • "gie•Ruff•Clark Architects 93 ageT ; • W 9 . . . ........,,..i r,„�Co 9'YJ,f L.. J . . , , , . . , , , o # h^ e ;• '7,,':':.'E ' ' '4 4*., ':'..•. si,;?rr itvY,.*i , � 7 �' :'r1.474,-a ;., 4, ,,�py�T{;. ••..40 '+ 7f;.{pa - 4r ,k... '4; ..�,. .,,,:.:..,. , i.::., ,,. , r--- , '' Division 15.Mechanical Tigard/Metzger Meeting Heuse it subcontractors. Also include complete list of equipment installed with name, address, aid phone number of each supplier. c. Provide section for each type of item of equipment. ' ',,;:! 1) Include Manufacturer's catalog data of each manufactured item. Literature shall show c2pacities and size of equipment used and it'll be marked indicating each specific item with applicable data { underlined. d. Provide operating instructions to include- t 1) General aescription of each plumbing, mechanical, and fire protection system. ,,f 2) Step by step procedure to follow in putting each piece of .. 10 mechanical equipment into operation. t I'+; 3) Provide schematic control diagrams for each separate fan —• system, refrigeration system, heating system, control panel, etc. Each diagram shall show locations of start-stop switches, room thermostats, smoke detectors and refrigeration accessories. Mark correct operating settings for each control instrument on these diagrams. 4) Provide diagram for electrical control system showing wiring of related electrical control items such as firestats,fuses, interlocks, electrical switches,and relays. , "+ 5) Provide drawing of each temperature control panel identifying • components on panels and their function. e. Maintenance instructions shall include 1) List of mechanical equipment used indicating name, model, serial number, and name plate data of each item together with number and name associated with each system item. 2) Manufacturer's maintenance instructions for each piece of f'.;' mechanical equipment installed in Project. Instructions shall r include name of vendor, installation instructions, parts numbers — & lists, operation instructions of equipment, and maintenance & , i lubrication instructions. 3) Summary list of mechanical equipment requiring lubrication showing name of equipment, location, and type and frequency of lubrication. `- 4) Troubleshooting manual for the Honeywell T7300 thermostat, + published by Honeywell, Form No. 63 4038. ' 1.3 Quality Assurance: r,. A. Requirements of Regulatory Agencies - j: 1 . Perform work in accordance with applicable provisions of local Plumbing Code, ,,. t'* Gas Ordinances, and adoptions thereof. Provide materials and labor necessary to 0, comply with rules, regulations, and ordinances. 2. In case of differences between building codes, state laws, local ordinances, utility company regulations, and Contract Documents, the most stringent shall govern. Promptly notUr,/ Architect in writing of such differences. B. Product Approvals - 1. See Section 01 600. "" 1t,; C. Identification - L„ p.0 1 . Motor and equipment name plates as well as applicable UL and AGA labels shall be in place when Project is turned over to Owner. '" 1.4 Warranties: ,t A. In addition to guarantee specified in General Conditions, guarantee hearing, cooling, and ...; ' plumbing systems to be free from noise in operation that mo v develcp from failure to iconstruct system in accordance with Contract Documents. r' *. -rage 2 - 1115/93 — Lee•Huff•Stark Architects ' i i +�. �r i4 ...www #000.„.. l` + ' . Tigard/Metzger Meeting House Division 15-Mechanical A B. In order to be protected, secure proper guarantees from suppliers and subcontractors. C. Provide certificates of warranty for each piece of equipment. Clearly record"start-up"date of each piece of equipment on certificate. Include certificates as part of Operation & Maintenance Manual. EXECUTION - PART III 3.1 Examination: • A. Site Inspection - • 1 . Examine premises and understand the conditions which may affect performa' ce - of work of this Division before submitting proposals for this work. l 2. No subsequent allowance for time or money will be considered for any • 'j consequence related to failure to examine site conditions. . B. Drawings- -,; 1. Plumbing, mechanical, and fire protection drawings show general arrangement of i piping, ductwork, equipment, etc. Follow as closely as actual building construction and work of other trades will permit. 2. Consider architectural and structural drawings partof this work insofar as these drawings furnish information relating to design and construction of building.- These drawings take precedence over mechanical drawings. 3. Because of small scale of mechanical drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required. Investigate structural H and finish conditions affecting this work and arrange work accordingly, providing such fittings, valves, and accessories required to meet conditions. '.1 C. Insure that items to be furnished fit space available. Make necessary field measurements 1 to ascertain space requirements including those for connections and furnish and install equipment of size and shape so final installation shall suit true intent and meaning of Contract Documents. R' 1 . If approval is received by Addendum or Change Order to use other than originally specified items, responsibility for specified capacities and insuring that items to be furnished will fit space available lies with this Division. 3.2 Preparation: A Cut carefully to minimize necessity for repairs to exisl,ng work. Do not cut beams, I columns, or trusses. 1 . Patch and repair wall., floors, ceilings, and roofs with materials of same quality and appearance as adjacent surfaces unless otherwise shown. Surface finishes shall --• exactly match w,isting finishes of same materials. 2. Each Sectior. of this Division shall bear expenseof cutting, patching, repairing, and replaciri of work of other Sections required because of its fault, error, ,.-.: tardiness, or L ecause of damage done by it. 3. Cutting, patching, repairing, and replacing pavements, sidewalks, roads, and t- -,,,,: curbs to permit installation of work of this Division is responsibility of Section installing work. 3.3 Installation: .-_ A. Arrange pipes, ducts, and equipment to permit ready access to valves, unions, traps, starters, motors, control components, and to clear openings of doors and access panels. • 1 3.4 Field Quality Control: A. Field Service - 1. Instruct building custodian and Stake Physical Facilities Representative in operation and maintenance of mechanical systems utilizing Operation & Maintenance Manual whenso doing. a. Minimum:nstruction periods shall be as follows- i 1) Mechanical - Eight hours. 2) Temperature Control - Four hours. 3) Refrigeration - Four hours. ' 4) Fire Protection •- Four hours. 1 1 - Too•Ruff•Stark Arch tetras — 1115/93 - Page 3 i +'.,.. . •�`' ., ! a }til ' zP I• .. .1olio j �. , Xr. x �KrEp ° I ,t M4 aL • • I---- ." , , . „ . , . „ ., , .. . . , . Division 15 Mecharwcal Tigard/Metzger Meeting House -- . b. Instruction periods shall occur after Substantial Completion inspection ;,' when systems are properly working and beforefinal payment is made. 7 y c. None of these instructional periods shall overlap another. 3.5 Adjustment & Cleaning: I. A. Properly lubricate equipment before Owner's acceptance. B. Clean exposed ductwork, equipment, and fixtures. Repair damaged finishes and leave d el > everything in working order. L.+ 1 C. Remove stickers from fixtures and adjust flush valves. I D. At date of Substantial Completion,air filters shall be new,clean, and approved by Owner's • representative. OD 6.43.6 Protection: • • A. Do not run furnaces, or other pieces of equipment used for moving supply air without r"" 3 proper air filters installed properly in system. ' END OF SECTION • • 15 060 _ PIPE & PIPE FITTINGS • ,t GENERAL - PART I lo 1.1 Summary: A. Includes But Not Limited To - 1. General piping installation procedures for al: piping systems. ,'',-k B. Related Sections - .s 1. General Conditions, Division 01, and Section 15 055 apply to this Section. t,;,.,i 2. Type of pipe and fittings specified under each piping system. I; 1.2 Quality Assurance: ,.. A. Manufacture- 1 . PRODUCTS - PART 2.1 Valves: A. 2.2 Pipe Hangers: Use domestic made pipe and pipe fittings on Project. II Valves of same type shall be of same manufacturer. !,��' A. Adjustable, malleable iron clevis type of a diameter adequate to support pipe size. 61 B. B. Approved Manufacturers - It 1 . B-Line Systems Fig. H3100 .' 2. Grinnell No. 260 3. Kin-Line 455 4. Superstrut CL-710 . 1., 2.3 Insulating Couplings: A. Suitable for at least 175 PSIG WP at 250 deg F. B. Approved Manufacturers .. 1 . Central Plastics Co 2. Victualic Co 3 Watts Regulator Co '. '�;• • ,44 2.4 Sleeves: A Sleeves shall be standard weight galvanized iron pipe, Schedule 40 PVC, or 14 gauge . galvanized sheet metal two sizes larger than pipe or insulation. EXECUTION - PART III . r 3.1 Installation: A. Furnish and install complete system of .iping, valved as indicated or as necessary to - completely control entire apparatus. Pipe drawings are diagrammatic and indicate general location and connection Piping may have to be offset, lowered, or raised as required or w Page 4 - 1/15/93 Lee•Ruff•3tiii ichitects r=' I ....J dM N}:: .. g y�^Y I ,. it r ,+,.. 1 • r '400'x "T" i' i : m, a ., +7' ''', T 1 • \, . . .,...,.4.- ..' . . [ r"`" ,., :, ... • ',"b TigarclfMetzger Meeting House Division 15-Mechanical • directed at site. This does not relieve this Division from responsibility for proper erection • of systems of piping in every respect. y . "' 13. Properly support piping and make adequate provisions for expansion, contraction, slope, .�. and anchorage. • 1. Cut piping accurately for fabrication to measurements established at site and work into place without springing or forcing. • . 2. Do not use pipe hooks, chains, or perorated metal for pipe support. 41 3. Remove burr and cutting slag from pipes. , 4. Make changes in direction with proper fittings. 5. Insulate hangers for copper pipe from piping by means of at least two layers of Scotch 33 plastic tape. .ter • 6. Support piping at 8 feet on center maximum for pipe 1-1r4 inches or larger and 6 feet on center maximum for pipe one inch or less. Provide support at each elbow. • Install additional support as required. 40 7. Suspend piping from roof trusses or clamp to vertical walls using Unistrut and clamps (except underground pipe). Laying of piping on any building member is not allowed. • C. Ar-ange piping to not interfere with removal of other equipment, ducts, or devices, or block access to doors, windows, or access openings. Provide acceFsible, ground joint . unions in piping at connections to equipment. n Make connections of dissimilar metals with insulating couplings. E. Provide sleeves around pipes passing through floors, walls, partitions, or structural • a r•-, members. J 1. Seal sleeves with plastic or other acceptable material • •'" 2. Do not place sleeves around soil, waste, vent, or roof drain lines passing through concrete floors on grade. ,-1 F. Cap or plug open ends of pipes and equipment to keep dirt and other foreign materials out of system. Do not use plugs of rags, wool,cotton waste, or similar materials. G. Install piping systems so they may be easily drained. OPT H. Grade soil and waste lines within building perimeter 1/4inch fall per ft in direction of flow. I. Insulate water piping buried within building perimeter. J. Do not use reducing bushings, street elbows, or close nipples. • K. Bury water piping 6 inches minimum below bottom of slab and encase in 2 inches minimum of sand. • �--' L. Do not install piping in shear walls. END OF SECTION 1 -15 '170 _ MOTORS a 1 . - GENERAL - PART I . 1.1 Summary: • A. Includes But \lot Limited To - 1. Quaiity of motors three horsepower or larger furnished and installed under • Division15. B. Related Sections - 1 . General Conditions, Division 01, and Section 15 055 apply to this Section. PRODUCTS - PART II I 2.1 Motors: A. Quiet in operation and speed not exceed 1800rpm. B. Approved Manufacturers 1 . Allis Chalmers Tee% iu T.'itark Architects 1115/93 - Page 5 7 L....., J . •• 1---- . ,.. ..„., . ., . TI . • Division 15-Mechanical Tigard/Metzger Meeting House 2. General Electric 3. Gould/Century 4. Lincoln 5. Marathor ,1 6. Reliance II . . 7. Toshiba . , 8. U S END OF SECTION a. l' , 15 190 MECHANICAL IDENTIFICATION GENERAL - PART I L., _ 1.1 Summary: A. Includes But Not Limited To - r',01 : 1. Furnish and install identification of equipment and piping as described in Contract l'•;' Documents. B. Related Sections- ,, 1. General Conditions, Division 01, and Section 15 055 apply to this Section. f IS PRODUCTS - PART II 2.1 Paint: A. Benjamin Moore Impervo or equivalent by Paint Manufacturer approved in Section 09 900. ~~ ''' B. Use appropriate primer. 2.2 Labels• 'f' • A. Black formica with white reveal on engraving. EXECUTION - PART III 3.1 Application: A. Engraved Plates- 1 . Identify thermostats and control panels in mechanical rooms, furnaces, boilers ..-, and hot water heating specialties, duct furnaces, air handling units, electric auct heaters, and condensing units with following data engraved and fastened to . equipment with screws- a. Equipment mark noted on Drawings (ie, CU-1) b. Area served (ie, Cultural Center) .. B. Stencilling - 1 . Locate identifying legends and directional arrows at following points on each ..— piping system- a. Adjacent to each item of equipment arid special fitting. b. At point of entry and exit where piping goes through wall. �.� c. On each riser and junction. j d. Every 50 feet on long continuous lines. 2. Potable Hot & Cold Water Piping Identification- a. Identification of water piping above ceilings is not required. b. Identify potable hot and cold water piping below ceilings with stenciled ,' letters"HW"and "CW" respectively. II • c. Letters shall be oneinch high. Provide "Direction of Flow" arrow at each stencil. F.: d. Paint color shall be black or white as required for maximum contrast with ,'' ' t • pipe color. ' • END OF SECTION I . age 6 - 1/15/93 lee•Puff•Stark Architects I L___... 'I i . Mt I I ad t, a Tigard/Metzger Meeting House _ Division 15-Mechanical r 15 261 CULINARY WATER PIPE INSULATION GENERAL - PART I • 1.1 Summary: A A. Includes But Not Limited To - 1. Furnish and install insulation on above ground hot and cold water lines, fittings, valves, and accessories as described in Contract Documents. B. Related Sections- 1. General Conditions, Division 01, and Section 15 055 apply to this Section. ini PRODUCTS - PART II • --. 2.1 Insulation: A. One inch thick snap-on glass fiber pipe insulation. B. Heavy density pipe insulation with factory vapor jacket equal to Fiberglass ASJ may be used. C. Approved Manufacturers - 1 . CSG 2. Manville 3. Owens-Corning 4. Knaut 2.2 PVC Fitting, Valve, & Accessory Covers: • A. Approved Manufacturers - 1 . Knauf 2. Zeston EXECUTION - PART III 3.1 Application: . , A. Piping - 1. Apply insulation to clean, dry piping with joints tightly butted. - 2. Adhere "factory applied vapor barrier jacket lap" smoothly and securely at longitudinal laps with a white vapor barrier adhesive. 3. Adhere 3 inch wide self-sealing but joint strips over end joints. B. Fittings, Valves, & Accessories- 1 . Insulate with same type and thickness of insulation as pipe, with ends of insulation tucked snuglyinto throat of fitting and edges adjacent to pipe insulation tufted and tucked in. 2. Cover insulation with one piece fitting cover secured by stapling or taping ends to adjacent pipe covering 1 3. Alternate Method - i ,---- a. Insulate fittings, valves, and accessories with one inch of insulating cement and vapor seal with two 1/8 inch wet coats of vapor barrier mastic w reinforced with glass fabric extending 2 inches onto adjacent insulation. C. Pipe Hangers- 1 . Do not allow pipes to come in contact with hangers. 2. Provide 16 ga x 6 inch long galvanized shields at each pipe hanger to protect ,i pipe insulation irom crushing by cicevis hanger. 1 END OF SECTION . t 1_Be•Ruff•Stark ArchiteT cis 1115/93 - Isege 7 6.4 L 1'r,' Division 15-Mechanical _ Tigard/Metzger Meeting House If ++ r,F. I 15.262 .__UNDERGROUND PIPING INSULATION :,.:" `, Master - 15262.mas ' GENERAL - PART I 1.1 Summary:] rm A. Includes But Not Limited To 1 1. Furnish and install insolation on underground hot and cold water pipes within ti i confines of building as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Section 15 055 apply to this Section. PRODUCTS - PART II 2.1 Material: 1 CO A. Insulation- 1. 1/2 inch thick Armaflex Standard Pipe insulation. 2. Equal by Rubatex. B. Joint Sealant - i' 1. Armstrong 520 A EXECUTION - PART III 3.1 Installation pipe insulation ono pipe and seal butt joints. ': A. Slip undergroundp p B. Where slip-on technique is not possible, slit insulation, apply to pipe, and seal seams and joints. i , ttoc 1.5 26$ REFRWERANT PIPING INSULATION11' . f GENERAL - PART I ~1 ii 1.1 Summary: 'i A. Includes But Not Limited To- .' 1 . Furnish and install insulation on above ground refrigerant suction piping and fittings, including thermal bulb, from thermal expansion valve as described in i '41•1 Contract Documents. B. Related Sections - 1 . General Conditions, Division 01, and Section 15 055 apply to this Section. , PRODUCTS - PART II rill 2.1 Flexible Foamed Pipe Insulation: A. Thickness 400 1 . 1/2 inch for one inch outside diameter and smaller pipe. 2. 3/4 inch for 1-1/8 through 2 inch outside diameter pipe. 3. One inch for 2-1/8 inches outside diameter and larger pipe (two layers of 1/2 inch). r 4. One inch sheet for fittings as recommended by Manufacturer. C«+ B. Approved Manufacturers - 1. Armaflex r.,' 2. Halstead "Insul-tube" t ' 3. Rubatex 4. Therma-Cel 2.2 Joint Sealer: A. Approved Manufacturers - imp" 1. Armaflex 520 2. BFG Construction Adhesive 11105 F"kl i..i -Page 8 - 1115/93 Lae•Ruh•Stark ArchTte�ts f>, liri L ...J .. F.,„ 0 • Tigard/Metzger Meeting House Division'15-Mechanical ti 3. Tnerma-Cel 950. ., EXECUTION - PART III 11 3.1 Installation: 1 A. Install insulation in snug contact with pipe and in accordance with Manufacturer's recornmendations. B. Stagger joints on layered insulation. C. Slip insulation on tubing before tubing sections and fittings are assembled keeping �; • slitting of insulation to a minimum. i , . D. Seal joints in insulation. `• E. Insulate flexible pipe connectors. 111110 F. Insulate thermal expansion valves with insulating tape. ;;; . G. Insulation exposed outside building shall have "slit"joint seams placed on bottom of pipe. H. Insulate fittings with sheet insulation and as recommended by Manufacturer. I. Paint exterior exposed insulation with two coats of white or gray finish recommended by 00, . .. • Insulation Manufacturer. ISLi.f*.'0‘ ' END OF SECTION 111110 . 15 264 PVC PIPING INSOLATION GENERAL - PART I • 1.1 Summary: F • A. Includes But Not Limited To- . 1. Furnish and install insulation as described in Contract Documents for following - a. Combustion air PVC piping in truss space and in attic. •,.''.,•:.';:. ., b. Combustion vent PVC piping in attic, in truss space, and above roof. ti' B Related Sections - "' 1. General Conditions, Division 01, and Section 15 055 apply to this Section. ' PRODUCTS - PART II 2.1 Flexible Foamed Pipe Insulation: A. Thickness 1. 1/2 inch for 2 through 3 inch outside diameter pipe. i 2. 1/2 inch sheet for fittings as recommended by Manufacturer. '1 B. Approved Manufacturers- 1. Armaflex , 2. Halstead "Insul-tube" 3. Rubatex 4. Therma-Cel 2.2 Joint Sealer: A. Approved Manufacturers - 1 . Armaflex 520 2. BFG Construction Adhesive #105 i• 3. Therma-Cel950. EXECUTION - PART III 3.1 Installation: .' A. Install insulation in snug contaci with pipe aid in accordance with Manufacturer's 4 ., recommendations. B. Stagger joints on layered insulation. C. Slip insulation on tubing before tubing sections and fittings are assembled keeping slitting of insulation to a minimum. -` I). Seal joints in insulation. • E Insulation exposed outside building shall have "slit" joint seams placed on bottom of pipe, ewe tark Archrtecls � ' 1/15/93 - aage g . _ ,: • . I • M , . . . . • . -� . . r"-- .. . ... , . . ....,, ......., 1 . • Division 15-MechanicalTigard/Metzger Meeting House °""I . • F. Insulate fittings with sheet insulation and as recommended by Manufacturer. G. Paint exterior exposed insulation with two coats of finish recommended by Insulation Manufacturer,color as selected by Architect. 1., END OF SECTION A w* AD • 15 290_ DUCTWORK INSULATION 41101 ' GENERAL - PART I ..,. it 1.1 Summary: A. Includes But Not Limited To- • 1. Furnish and install insulation on air ducts outside building insulation envelope as , described in Contract Documents. .10, building Furnish and install insulation on fresh air ducts and combustion air ducts within building insulation envelope as described in Contract Documents. .-. • 3. Furnish and install insulation on other air ducts where indicated on Drawings. 1 B. Related Sections - 1. General Conditions, Division 01, and Section 15 055 apply to this Section 2. Section 15 896 - Acoustical insulation inside air ducts. PRODUCTS - PART II 2.1 Insulation: A. 1-1/2 inch thick fiberglass with aluminum foil scrim kratt facing and have a density of one . lb/cu ft. I { •; B. Approved Manufacturers - 1. Manville Microlite FSK 2. CSG Type IV standard duct insulation 3. Owens-Corning FRK 4. Knauf(Duct Wrap FSK) i 0, , EXECUTION - PART III i ' 3.1 Installation: r A. Install duct wrap in accordance with Manufacturer's recommendations. B. Do not compress insulation except in areas of structural interference. C. Completely seal joints. END OF SECTION M i,, : 11_411 WATER PIPING SYSTEM. r i t ill GENERAL - PART I ill L 1 . 1.1 Summary: A. Includes But Not Limited To - . 1 . Furnish and install potable water piping complete with necessary valves, connections, and accessories inside building and connect with outside utility lines 5 feet from building perimeter. ,J_ 2. Perform excavating and backfilling required by work of this Section. B. Related Sections - 1. General Conditions, Division 01, and Sections 15 055 and 15 060 apply to this '' Section. 1 , ,'4 2. Division 02 - Potable water piping from 5 feat from building to main. ��+ 3. Division 02 - Criteria for performance of excavation and backfill. 1.2 Submittals: owl Page 10 - 1115/93 Lee•Ruff•Stark Architects 1._1 ,. . I. i i � �• ti's' , , _ I . Tigard/Metzger Meeting House Division 15-Mechanical K ,, 0 . .,... ,:. f`, u , A. Quality Control 1. Submit written report of sterilization test to Architect. PRODUCTS - PART II • 2.1 Pipe: A. Type K copper for piping underground or beneath concrete slab. 3/4 inch minimum , under slabs. IN I . r B. Type L hard drawn copper for above ground applications. 2.2 Fittings: A. Wrought copper. '' ''` 2.3 Connections: r gib A. Sweat copper type with 95/5 or 96/4 Tin-Antimony solder. • • B. Joints under slabs, if allowed by local codes, shall be brazed. • I 2.4 Ball Valves: - A. Use ball valves exclusively unless otherwise specified. Ball valves shall be by single ..,� manufacturer from approved list below. Valves shall be for 150 PSISWP. k B. Approved Manufacturers- 1 . Nibco-Scott T595 or S595 or equal by 2. ConBraCo (Apollo) 3. Crane 4. Hammond r 5. Jenkins 6. Ohio Brass a �,,, Stockham 8. Walworth 9. Watts 2.5 Stop & Waste Valves: A. Approved Manufacturers & Models- j 1. Mueller - Mark II Oriseal stop&waste valve H15134 • 2. Mueller - Buffalo screw type curb box H-10350 complete with lid and H-10349 • .... enlarged base 2.6 Combination Pressure Reducing Valve/,trainer. • A. Integral stainless steel strainer, or separate 'Y' strainer installed upstream of pressure reducing valve. . B Built-in thermal expansion bypass check valve. C. Approved Manufacturers - 1 . Watts U5B or equal by 2. Cash Valve 3. Clayton Valve : i 4. Spencer 5. Thrush •6. Wilkins ,, EXECUTION - PART III ;, 3.1 Installation: A. Install piping under slabs will out joints where possible. ! t..,,. B. Locate cold water lines a minimum of 6 inches from hot water line. 3 2 Field Quality Control: A. Before pipes are covered, test systems in presence of Architect at 100 psi hydrostatic pressure for two hours and show no leaks. B. Sterilize potable water system with solution containing 250 parts per million minimum of •' available chlorine. Introduce chlorinating materials into system in manner approved by Architect. Allow sterilization solution to remain for 24 hours and open and close valves "` and faucets several times duringthrt time. C. After sterilization, flush solution from system with clean water until residual chlorine 4.il • '. rilcontent is less than 0.2 parts per million • ` Lee.Ruff•fitark Arch tis _ — 1,`15193 Paged a, : cii , i ,' Iglglmr i »...- •.. . , L ......J . . . . , POW. -.._. 1 Division15-Mechanical Tigard/Metzger Meeting House '"' D. Water system will not be accepted until negative Lacteriological test is made on water 4, , taken from system. Repeat dosing as necessary until such negative test is accomplished. . • END OF SECTION "MO Pei 410 15 412 SOIL, WASTE, & VENT PIPING SYSTEMS , GENERAL - PART 1few . 1.1 Summary: A. Includes But Not Limited To - - Sc 1. Furnish and install soil, waste, and vent piping systems within building and It�. connect with outside utility lines 5 feet out from building where applicable. '" ' 2. Perform excavation and backfill required by work of this Section. ...` . B. Related Sections - , • 1. General Conditions, Division 01, and Sections 15 055 and 15 060 apply to this r- Section. • 2. Division 02 - Criteria for performance of excavation and backfill. '"' c,. 3. Division 02 - Sewage piping from 5 feet out from building to main. T 4. Division 02 - Storm sever piping. PRODUCTS - PART II ,M, 2.1 Buried Lines: A. Service weight, single-hub type cast iron soil pipe and fittings meeting requirements of .- ASTM A 70. 1. Joint Material- a. 50%oakum and 50% lead, well calked. h. Rubber gaskets meeting requirements of ASTM C 564-88, "Specification for Rubber Gaskets for Cast Iron Scoll Pipe and Fittings." B. Cast iron soil pipe meeting requirements of CISPI - Cast Iron Soil Pipe Institute, Standard 301-85 in conjunction with "Best" coupling and gasket by AB&I, American Brass & Iron Foundry. San Leandro, CA. Fittings shall be hub and spigot meeting requirements of ASTM A 74-87, "specification for Cast Iron Soil Pipe& Fittings." 2.2 Above Grade Piping & Vent Lines: kov A. Same as specified for buried lines except no-hub pipe may be used. B. Vent lines 2-1/2 inches or smaller may be Schedule 40 galvanized steel. C. Joint Material - 1. Bell & Spigot Pipe - 50% oakum and 50% lead, well calked, or rubber gaskets r-'' meeting requirements of ASTM C 564. ik 2. No-Hub Pipe - Neoprene gaskets with stainless steel cinch bands. 3. Galvanized Pipe - Screwed Durham tarred drainage fittings. .". • EXECUTION - PART III 3.1 Installation: A. Do not calk threaded work r• B. Slope horizontal pipe at 1/4 in/ft. C. Place cleanouts as follows "" •. 1. Where shown on Drawings and near bottom of each stack and riser. 2. At every 90 degree change of direction for horizontal lines. �^ 3. Every 100 feet of horizontal run. .r, 4. Extend cleanout to accessible surface. Do not place cleanouts in carpeted floors. In such locations, use wall type cleanouts. ..• D. Each fixture and appliance discharging water into sanitary sewer or building sewer lines i shall have seal trap in connection with complete venting system so gasses -ass freely to `'" atmosphere with no pressure or syphon condition on water seal. Page 12 - 1/15/93 — Lee•Puff•Stark Architects . I .J • L .....I . . . , . . . , . ,. N 1 A . . • i Tigard/Metzger Meeting House Division 15-Mechanical,v:,. i If E. Vent entre waste system to atmosphere. Discharge 14 inches above roof. Join lines together in fewest practicable number before projecting above roof. Set back vent lines . so they will not pierce roof near edge or valley. ' F. Use torque wrench to obtain proper tension in cinch bands when ut...ig hubless cast iron • "'' r'' pipe. Butt ends of pipe against centeringflange of coupling. P► PP• .� G. Flash pipes passing through roof with 16 oz sheet copper flashing fitted snugly around ;if pipes and calk between flashing and pipe with flexible waterproof compound. Flashing base shall be at least 24 inches square. 1. Flashing may be 4 lb per sq ft lead flashing fitted around pipes and turned down "'.V into pipe 1/2 inch with turned edge hammered against pipe wall. .1 0 ' 3.2 Field Quality Control: � . A. Before piping is covered, conduct tests for leaks and defective work. Notify Architect prior , to testing. Correct leaks and defective work. Fill waste and vent system to roof level with water, 10 feet minimum,end show no leaks for two hours. O j END OF SECTION 15 430 PLUMBINQ SPECIALTIES • e ' ,; GENERAL. - PART I 1.1 Summary: j`' A. Includes But Not Limited To- 1 . Furnish and install items specified in this Section as described in Contract Documents R. Related Sections - ?� 1. General Conditions, Division 01, and Sections 15 055 and 15 060 apply to this ' iSection. PF OPUC,T 3 - PART II 2.1 Flaw Control Fittings: A. Vandal proof type and fit faucet spout of fixture used. Flow shall be controlled as required i by loc3l codes.,,. i \ 2.2 Disposer. A Heavy duty commercial type with adaptor assembly for direct sink mounting. B. Stainless steel grinding chamber. C. Motor- 1. 3/4 hp, single phase, 115 volts. If 2. Totally enclosed, fan cooled. (` ` D. Approved Models & Manufacturers- 1 1. SS-75 by In-Sink-Erator f.J. 2 WK 75-t by Waste King I 3 750 by Busboy ?. 2.3 Trap Primer: A. Approved manufacturers and models w:: ij1. JR Smith 2699-1 2. Percision plumbing products prime rite P-1 and P-2. 2.4 Condensate Drains: Ata 0! A. Provide Type M copper or Schedule 40 PVC for condensate drains from air handling + i4r. units,fan coil units, and furnace coils. B. Provide Schedule 40 PVC for condensate drains from furnace combustion chamber and furnace cooling coils. .3. Support piping and protect from damage. D. Install 3 inch deep seal, vented water trap adjacent to cooling coil connection IEXECUTION - PART III ee' i i f•Stark Architects 1/15/93 -lagefi • f ;' I i s . • 4 1 .- i 44 I- I Division 15-Mechanical TigardlMetzgerMooting House it r'l . h . !,".': 3.1 Installation: �� A. Install per manufacturer's recommendations. B. Install trap primers with shut off valve, provide locking access door for concealed ""� • ,, installation. ,,i 4END OF SECTION ww iJ a ItM i .15 440 PLUMBING FIXTURES 1 t ,f GENERAL - PART I r,J 1.1 Summary: • ' A. Includes But Not Limited To- f,r"'; 1I 1. Furnish and install plumbing fixtures as desc:ioed in Contract Documents. . B. Related Sections - • 1. General Conditions, Division 01, and Section 15 055 and 15 060 apply to this . • Section. PRODUCTS •• PART II i"i • 2.1 General: I se A. Interior exposed pipe,valves, and fixture trim shall be chrome plated. R. Do not use flexible water piping. C. Flow Control Fittings - 1 . Vandal proof type arid fit faucet spout of fixture used. Flow shall be controlled as 4 r ,,, required by local codes. 2.2 Water Closets: low It A. Standard Fixture- iif1 . Maximum water usage of 1.6 gallons per flush. 2. Approved Manufacturers& Models- `.., • a. American Standard - New Cadet'Aquameter' Elongated 2292.203 b. Briggs - Elongated 'Turboflush' 4700 c. Kohler - Wellworth Elongated 'Lite' K-3458 .• B. Handl.ap Fixture- 1. 18 inch rim height. o° 2. Maximum water usage of 1.6 gallons per flush. w 3. Approved Manufacturers& Models- ' a. American Standard - Elderly New Cadet 'Aquameter' Combination Elongated 2168.128 ` t b. Briggs - Elongated 'Turboflush' Handicapped 4740 ir4 c Kohler - Highline Elongated 'Lite' K-3544 i C. Nursery Fixture s•:• 1. Approved Manufacturers & Models- ri a. American Standard - Baby Devoro 2162-100 b Eljer - Kindergarten 111-0340 bowl with Seville tank 141-0963 Pm 1,,, c. Kohler - Primary K4319-ET bowl and K4526A tank, f I D. Seat- '" 1. Provide split front type with check hinge. 2. Approved Manufacturers& Models for Standard& Handicapped Fixtures- NA, } a Bemis .. 1655-C S$ `' b. Beneke Corporation - Series 527- CH ., i c. Church - No. 9500-CI i ; • d. Kohler - K-4666-C t, e. Olsonite - 95CC 4 f. Spertzel - 50EWCH 3. Approved Manufacturers& Models for Nursery Fixtures- # Page 14 - 1N5/93 — Lee••Ruff••-§tark Architects 7 r r , 4, :t, ��+ J / "•. r .6.�; 4,...** yy .;.;4. y�� .�j�. a 5 4,...t I� p S ; ., *Air y 1O'SF,a�.'i•T,,' fk.* 1 r.'a �� .,ott �l. .40 T,'1'�I 'TP'' .`;7^. T'i F z..r:',,,,,. ..,,-. • ,'• '„ , -,', *.- ,:. .'t. . , iiit • t' ' TigardiMetzger Ma.•tir, House Division 15-Mechanical !'1 iliD1 a. American Standard&Eljer- 1) Bemis - 955-C 2) Beneke Corporation - 323-5 3) Church - No. 1580-C 4) Olsonite - 126-CC b. Kohler- A 1) Kohler - 4686-C • E. Supply Pipe & Stop - . 1. Provide stuffing box and chrome plating 2. Approved Manufacturers&Models- a. Brass Craft - TCR 1912 DL-CP 111 b. Dearborn - 3112 SCW ' c. Eastman - CM612-4AS-SBT-CP ., w 2.3 Urinals: i A. Stande rd Fixture- j': 1. Approved Manufacturers&Models- t,, ' a. America "Standard - Trimbrook 6561.017 b. Briggs - New Hilton 7525 c. Crane - Embassy 7-150 d. Eljer - Savon 161-1090 e. Kohler - Freshman K-4985-T t B. Handicap Fixture- i .' r a. American Standard - Allbrook 6540.017 b. Briggs - New Hilton 7525 "` .a.. c. Crane - Manhattan 7-109 "r d. Eljer - Savon 161-1090 e. Kohler - Dexter K-5014-T , / C. Hlush Valve- 1. Approved Manufacturers& Models- ' 0.1 a. Coyne - Delany 451 VB .. h Sloan - Royal 186-11 c. Zurn - Z-6001 2.4 Standard Lavatories:i i } A. Counter Top Fixture - '' 1. Size 20"x 17" (maximum) 2. Approved Manufacturers& Models- !''1 a. American Standard Aqualyr" 0476.028 b. Briggs - Margery 6510 c. Crane - Sonnet 1-283-V d. Eljer Laura 051-3514 e. Kohler - Pennington K-2195 Fittings - 1. Faucet and Drain- r a. Provide flow control fitting on each spout in place of aerator. b. Approved Manufacturers& Models 1) American Standard - 5402.142H � 2) Br:ggs - 4000S ' 1 art 3) Chicago - 1802A with 327A 1 4) Crane - CH-8002 and C-1065-G drain 5) Eljer 559-2010 with 803-0552 drain I I iiii6) Kohler - K-7404-4 with K.7715 strainer ,, 2. Supply pipes with stops- . a. Provide stuffing box and chrome plating. b. Approved Manufacturers& Models- , 4 lee•Ruff.Stark Architects 1/15/93- Page 15 . t t • • l �. `, Li1 :. [ . Division 15-Mechanical Tigard/Metzger MeetingHouse i1) Brass Craft TCR 1912 A-CP • ° . 2) Dearborn - 2712 SCW 3) Eastman - C 5M12-SBT-CP 3. Trap- ... a. 17 ga tube "P"trap,chrome plated 4 ' b. Approved Manufacturers G. 'c ' 1) Dearborn '`'' 2) Frost 3) Keeney Manufacturing 4) Jameco • 4. Mixing Value 4 a. Symmons#4-10 set for 1100 F delivery b. Provide incline values 2.6 Service Sink: II . A. Fixture- 1. Floor Type, 28" x 28" with vinyl coated rim guard or 24"x24" with Stainless Steel • rim guard. f 2. Approved Manufacturers& Models • a. American Standard '• Florwell 7740.020 b. Eljer - Custodial 242-0050 ,L c. Fiat - TSBC-1610 d. Graning - 466-3 e. Kohler - Whitby K-6710 , f. Stern-Williams - Camaro SBC-1502 +'; • B. Fittings - 1. Supply�I a. Mounting height of 42 inches b. Provide 48inch hose and clamp unless spout is threaded. .„ c. Approved Manufacturers& Models • - 1) American Standard - 8344.111 with threaded spout. 2) Chicago - 897 i ,,' • 3) Crane - CH-8556 4) Eljer - 749-1450 5) Fiat - #830AA 1 1, * • . 6) Grohe - 31512 ' 7) Kohler - K-8928 2. Drain and Strainer- a. Approved Manufacturers& Models- 1) American Standard - 7721.038 ,. 2) Eljer - 803-0630 3) Kohler - K-9146, 3 inch IPS. 3. Trap a. Cast iron 2.7 Sacrament Sink: A. Fixture 1. Selfrimming, 18 gauge SS with satin finish. 2. Size 22"x 19" 3. Approved Manufacturers& Models- a. Elkay - LR-2219 b. Just - SL-1921-AGR , B. Fittings - 1. Supply - "` • • d a. Provide flow control fitting on spout in place of aerator. b. Approved Manufacturers & Models - I"? „• r..i Page 16 - 1/15/93 Lee• .f.Stark Architects t. J .. .y • ..y ..: • • ,,, .., ,.. „VW',• , . [1, Tigard/Metzger Meeting House Division l5-Medienkad ?..4 - d 1) CraneC-1930 with regular valve instead of self-closing valve J., 2) Kohler - K-7895 ?"i 3) Eljer - 559-2851 ;.,j 4) Chicago - 350 2. Supply with Stops- w a. Provide stuffing box and chrome plating. b. Approved Manufacturers& Models- 1) Brass Craft-TCR 1912 A-CP 2) Dearborn-2712 SCW 3) Eastman-C5M i 2-SBT-CP ,.-., 3. Waste- a. Approved Manufacturers& Models- Vr► 1) Eljer803-0570 2) Flkay - LK-18 C P 3) Just - J-35-FS 0-• 4) Kohler - K-8807 4. Trap- a. 17 gauge t'1be "P"trap, chrome plated ' b. Approve"u Manufacturers - 1) Dearborn 2) Frost 3) Keeney Manufacturing • ""* 4) Jameco 2.8 Serving Area Sink: " A. Fixture- ' • 1. Self rimming, 18 gauge stainless steel, satin finish. 2. Approved Manufacturers & Models • - a. Iwo Compartment 1) Okay - LR 3319 ' -- 2) Just - DL-1933-A-GR 1 B. Fittings - 1. Provide flow control fittings on spouts in place of aerator. 2. Supply - a. Approved Manufacturers & Models- ' 1) American Standard - 4146.130 r, 2) Chicago - 1888 • f 3) Crane - C-5011 B . 4) Eljer - 718-1000 5) Grohe - 33.812 r 6) Kohler - K-7761-T 3. Waste Siti a. Approved Manufacturer It Models- 1) Crane '• 8-5241 • 2) Eljer - 803-0580 3) Elkay - LK-99 `: 4) Just - JB-99 ' '?' 15) Kohler - K-8801 • 4. Supply pipes ' with slops - ,`' . a. Provide stuffing box and chrome plating. b. Approved Manufacturers& Models - 1) Brass Craft - TCR 1912 A-CP iw" 2) Dearbor;. - 2712 SCW 3) Eastman - C5M12-SBT-CP 1. ..0"; 5. Trap- - ' f , Toe•Ruff•Stark Arait-ects 1/W93 - Page 1 MnwYr'-r+^+f -�,aM.wnppw..,�rw+w-..-+ww -."+ • .Y..•.,• t , 'f10,.**.i0 k'. 410 4441kv *0411041}/ I -1,, 'j'04., . "'la 't � p' 'r 4''. ` A . r Division 15-Mechanical TigardlMetzger Meeting House i a. 17 au a tube"P"trap, chrome plated 9 9 b. Approved Manufacturers- 1) Dearborn ,. 2) Frost air 3) Keeney Manufacturing 4) Jameco ' r, 2.9 Floor Drains: FD-1: I/ " 1 . A. Approved types with deep seal trap and chrome plated strainer. B. Approved Manufacturers&Types- 1. Smith - 2010-A with 7222 trap 4 2. Wade - 1100 with 2450-T trap 3. Zum - 415 with Z 1000 trap 2.10 Floor DraLLS - FD-4: . . 1. Approved types with shallow trap, chrome plated 5 inch diameter strainer, and 2- O' 1 4 I ' 1/2 to 4 inch diameter by 4-1/4 inch high chrome plated funnel. N'1 2. Approved Manufacturers&Types- t 1. Smith - 3520-F11 2. Zum - Z-453 3. Funnel Drain "FD" a. Wrought or cast DVW i . b. !'-Trap- Nibco#885 c. Adaptor- Nibco #805/905 2.11 Hydrants: A. Provide with integral anti-siphon device. B. Approved Manufacturers& Types 1. Smith - 5609-QT { 2. Wade -W-8620 with union elbowI . , 3. Woodford -65 t 4. Zum -Z-1310 2.12 Cleanouts: A. Apprcved Manufacturers & Types- •'`• 1 . Finish Floors- a. Smith - 4023 . b. Wade - W-6000 I c. Zum - Z-1420-2 • 2. Resilient Flooring - a. Smith - 41401 b. Wade - W-6000-T c. Zurn - Z-1400-611 3. Finished Wall - a. Smith - 4530 b Wade - W8460R c. Zum - Z-1445-1 , 4. Exposed Drain Lines - a. Smith - 4510 b Wade - W8560A c. Zum - Z-1440-4 5. General Purpose - 1 Ni a. Smith - 4400 "r b. Wade - W8550A c. Zum - Z-1440-4 2.13 Trap Primer: 1 A. Approved Manufacturers and Models 1. JR Smith, 2699-1 I Page 18- 1/15/93 Lee•Iruaf•Stark Architects W1 j' SAOr INF`lily :4. • ,40'.41IN ri. .. t 1 4"6 ha y y """orloi rxt ) 40 M" "'"" i �fi ' ""! 10- py lar' lr: 4:: Tigard/Metzger Meeting House Division 15-Mec wical ,, " 2. Precision Plumbing Products, Prime Rite P-1, P-2 EXECUTION - PART III 7 3.1 Installation: ` A. Install fixtures including traps and accessories with accessible;stop or control valve in eacn ,: , hot and cold water branch supply line. B. Mounting - i 1. Urinals- a. Standard - 20 inches from floor to bottom lip. '' I �, b. Handicap - 16 inches from floor to bottom lip. C. Make fixture floor connections with approved brand of cast iron floor flange, soldered or • calked securely to waste pipe. ,, D. Make joints between fixtures and floor flanges tight with approved fixture setting •!..- compound or gaskets. .b E. Calk between fixtures and wall and floor with white butyl rubber non-absorbent caulking NM compound. Point edges. F. Install trap primers with shut-off valve, provide locking access door for concealed installations. 3.2 Adjusting, Cleaning: e.- A. Polish chrome finish at completion of Project. �,''A END OF SECTION • 1 15 452 DRINKING WATER COOLING SYSTEM r-:, GENERAL - PART I 1.1 Summary: j'' A. Includes But Not Limited To - 1. Furnish and install drinking water cooling system as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Sections 15 055 ?nd 15 060 apply to this kc - Section. PRODUCTS - PART II 2.1 Standard Fountain: A. Include accessory fountain. 14 GPH of 50 deg F water with 90 deg F room temperature, 'illii 1/5 horsepower motor, 115 V, 60 Hz, single phase. Bubbler shall be chrome plated brass. B. Approved Manufacturers & Models- r1 f' ., ' 1. Sunroc - NSW-14T Tall'N'Small 1 2. Halsey Taylor - WM14A-BL Bi-Level . 3. Haws - HWL-14 4. Elkay - Model EWTLA-14 Two Level with Flexi-Guard bubbler t 5. Oasis - Model OPLFCMSLJPLF-14M 2.2 Handicapped Fountain: A. Vandal proof operating bar on front and both sides. 7-1/2 GPH of 50 deg F water with 90 deg F room temperature, 1/5 horsepower compressor motor, 120 V, 60 Hz, single phase. One piece stainless steel back splash and basin Flexi-guard or chrome plated brass bubbler,41111 i . B. Approved Manufacturers& Models - 1 . Elkay - EHFS-8 • 2. Halsey-Taylor - BFC-7FS i r' 3. Oasis - OEP8WM-Q j Lee•Buff•Stark Architects 1115/93 - Paged i .,... : t4. INIL i NO,„ s , ....I T.,,,,,,..r.tie.,, ,I,:; ,:, ,. ', . z., ,. . .,. .I e, y vwn L. . I., ,,,,, Division 15-Mechanical Tigard/Metzger Meeting House 4. Sunroc HCWC-8-S EXECUTION - PART III 3.1 Installation: I A. Standard Fountain - 1. Anchor bottom of fountain to wall. 2. Top surface to be 40 inches above floor. • B. Handicapped Fountain - 1. Anchor bottom of fountain to wall. 2. Top surface to be 32 inches above floor unless required otherwise by local code. 3. Install 3/8 inch IPS union connection and Chicago No. 376 stop to building supply line, 4. Install 1-1/4 inch IPS slip cast brass"P"trap. Install trap so it is concealed. END OF SECTION r 15 453 HANDICAP DRINKING WATER COOLING SYSTEM GENERAL - PART I a,., 1.1 Summary: A. Includes But Not Limited To- ^ 1. Furnish and install handicap drinking water cooling system as described in •„ Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Sections 15 055 and 15 060 apply to this ;"" Section. 60 PRODUCTS - PART II r., 2.1 Handicapped Fountatin: 1 A. Vandal proof operating bar on front and both sides. 7-1/2 GPH of 50 " F water with 90° F '""' room temperature, 1/5 horsepower compressor motor, 120 V, 60 Hx, single phase. One piece stainless steel aback splash and basin. Flexi-guard or chrome plate brass bubbler. B. Approved Manufacturers& Models - 1. Elkay-EHFS-8 2. Halsey-Taylor- BFO-7FS M. • 3. Oasis-OEP8WM•0 4. Sunroc -HCWC-8-3 kb' EXECUTION - PART III 3.1 Installation: A. Anchor bottom of fountain to wall. r;,; B. Top surface to be 32 inches above floor unless required otherwise by local code. C. Install 3/8 inch IPS union connection and Chicago N. 376 stop to'.iuilding supply line. Imp D. Install 1-1/4 inch IPS slip cast brass"P"trap. Install trap so it is concealed. ,M„ END OF SECTION 15 459 GAS FIRED STORAGE TYPE WATER HEATERS 0. GENERAL - PART I L: 1.1 Summary: A. Includes But Not Limited To - r 1. Furnish and install water heater as described in Contract Documents. w B. Related Sections- l" w Page 20 - 1/15193 Lee•Ruff•Stark Architectsothi w i , i i- t 1: t I r F tft. I! ',',.'47;44'. f UP, i{� .vtl�lirH1111•Wu»r"..r�n•rawr•'pyWa4... ,.�..,n.. ...-.r..- r r Q 1 r• k. ,._,�..,.. I r.'� ,. a.... , 4: Ti•erd/Metz••r Meati • House Division 15-Mecharrcal rf! 1. General Conditions, Division 01, and Section 15 055 and 15 060 apply to this , ;;. jSection. ,. •-1 PRODUCTS - PART II 1 2.1 Manufactured Units: A. Glass lined storage tank, pressure tested and rated for 150 psi wp complete with thermostat, high limit control, gas valve, gas pressure regulator, 100%safety shut-off,and :.e;;y n draft diverter. AGA approved. B. 92 to 100 Gallon 1. With hand hole cleanout and non-prorated three year tank warranty. 2. Approved Manufacturers- <; ;'' a. BT-197 by A 0 Smith b. MI-92T-199 by Bradford-White c. MA 199-100-1 by Mor.Flo/Americran w r'', . d. RF 200-94 by Rheem =i'.: ' e. RF 92-200-1 by Ruud GL f. SBT 100-199 NES by State Industries C. 40 Callon - (Direct Vent Type) '',:,,,-% 1. With five year tank warranty. 2. Direct vent kit for through-wall applications with vent cap protector. 3. Approved Models & Manufacturers- ' a. T'WDV4OSV by Mor-Flo/American c. SR8-40-NADS-F by State Industries EXECUTION - PART III 3.1 Installatio. A. Water heaters shall each have temperature-pressure relief valve sized to match heat input arid set to relieve at 120 psi. B. Install temperature-pressure relief valve on hot water heater and pipe discharge to directly ' above funnel of floor drain. . END OF SECTION t• .y 15 460 ELECTRIC STORAGE TYPE WATER. HEATERS GENERAL - PART I Vi, •" 1.1 Summary: ;' A. Includes But Not Limited to- ,,: 1 . Furnish and install water heater as specified in Contract Documents. iB. Related Sections - 1 1. General Conditions, Division 01, and Section 15 055 and 15 060 apply to this Section. + 1.2 Submittals: tr. A. Warranty- 11" 1. Submit cop"of specified warranty. 1.3 Warranty: 1 A. Three year non-prorated warranty on water heaters of 20 gallon capacity and larger. PRODUCTS - PART II 2.1 Manufactured Units: A. 2 to 2.5 Gallon - 1 . UL listed. 2. 110-120 volts, single phase, 1500 watts maximum heating capacity. 3. Thermostatic control with adjustable setting. Lae•Ruff•Stark Architects 1/15193 - Page 21 L A$ ,tl ,.ji,r ;)3 �S1`� 5 1 ' t a , �� i emit" rad r• .; ,dk A Jf r r,. � r ',� u Division 15-Mechanical TlggerardlietzHeating House 4. Approved Manufacturers& Models- a. Model CC215 by Bradford-White b. Ariston Model P-10S by Controlled Energy Corporation. , c. Model W-152 by In-Sink-Erator . .. '` EXECUTION - PART III 3.1 installation: A. Water heaters shall each have a temperature-pressure relief vaive sized to match heat input and set to relieve at 120 psi. B. Install temperature-pressure relief valve rated at MBH input of heater minimum on hot water heater and pipe discharge to directly above funnel of floor drain. O END OF SECTION 15 4j9 NATURAL_GAS SYSTEM i : GENERAL - PART I i 1.1 Summary: A. Includes But Not Limited To / 1. Furnish and install gas piping and fittings within building including connection to ;y � meter. .-:, `i, B. Related Sections - 1. General Conditions, Division 01, and Sections 15 055 and 15 060 apply to this +4, Section. 1.2 References: A. ASTM A 53-90a, "Specification for Pipe, Steel, Black & Hot-Dipped Zinc-Coated Welded ` a & Seamless" r B. ASTM A 234-90a, "Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures" r" 1.3 Quality Assurance: fwi A. Qualifications- 1 . Welders shall he certified and bear evidence of certification 30 days prior to rw, commencing work on project. Ifthere is doubt as to proficiency of welder, Owner's Representative may require welder to take another test. This shallbedc-ne at no "" cost to Owner. Certification shall be by Pittsburgh Testing Laboratories or other approved authurit,. PRODUCTS - PART II km 2.1 Pipe: A. Meet requirements of ASTM A 53. P"' B. Carbon steel, butt welded, Schedule 40 black steelp�p i e. +"., 2.2 Fittings: A. Black Pipe- 1. Welded forged steel fittings meeting requirementsof AS,'M A 234. or standard weight malleable iron screwed. : 2.3 Valves: A. 125 psi bronze body ball valve, UL listed slim B. Approved Manufacturers & Models- L 1. ConBraCo - "Apollo" series 80-100 2. Jenkins - FIG-30-A lot 3. Jomar - Model T-204 4. McDonald - 3410 5. PGL Corp - "Red Cap"gas ball valve illi Page 22 - 1/15/93 Lee•Ruff•Stark Architects 6 • , ,„:„,:, Vt,*.ligi , t, , 4,Viv1,6�j,A'6��‘ ' I I , I I ' - � Wtnw.A"' ., ..•r. . .n......r.., a..,. F,,:.) Tigard/Metzger Meeting House — Division 15-Mechanical • P P • 6. Watts - Model B-6000-UL EXECUTION - PART III ' 3.1 Installatic . 4 A. P• . • _.ailed underground, through air plenums, in walls, and pipes 2-1/2 inches and "' Ia.;, . shall have welded fittings and joints. Other pipe may have screwed or welded fittings. 411, B. Wrap and lay underground pipe in accordance with local gas utility company regulations '..,., and specifications. ' C. Install gas cocks on lines serving, furnaces, and water heaters adjacent to furnace, or ^-) heater on outside of furnace,or heater cabinet and easily accessible. D. Do not use flexible pipe connections to furnaces or hot water heaters. `;`;. E. Install dirt leg with pipe cap, 6 inches long minimum, on each vertical gas drop to heating ; equipment. F. Use fittings for changes of direction in pipe and for branch runouts. ,yr 0., -' END OF SECTION 'r; .15 530 REFRIGERANT PIPING SYSTEMS , GENERAL - PART I - 11 1.1 Summary: A. Includes But Not Limited To - , 1. Furnish and install piping for refrigeration systems as described in Contract — Documents. B. Related Sections- r"` 1 General Conditions, Division 01, and Section 15 055 and 15 060 apply to this y,,, Section. 2. Section 15 263 - Refrigerant piping Insulation p.-. 1.2 References: A. ASTM B 280-88, "Specification for Seamless Copper Tube for Air Conditioning & at ` • Refrigeration Field Service" 1.3 Quality Assurance: A. Qualifications- , 1. Refrigerant piping shall be installed by a refrigeration contractor licensed by State. PRODUCTS - PART II r 2.1 Refrigerant Piping: ,.. A. Meet requirements of ASTM B 280, hard drawn straight lengths. B. Do not use pre-charged refrigerant lines. 2.2 Refrigerant Fittings:r-, rj A. Wrought copper with long radius elbows. B. Approved Manufacturers - ' (1 1. Mueller Streamline '" 2. Nibcolnc �;� 3. Grinnell 4. Elkhart Products Corp ii • r-, 2.3 Suction Line Traps: A. Manufactured standard one-piece traps. Ti w.J 2.4 Connection Material: A. Brazing Rods- 4 1. Copper to Copper Connections a. AWS Classification BCuP-4 Copper Phosphorus (6% silver). ,I b. AWS Classification BCuP-5 Copper Phosphorus (15% silver). in,-- .......; p."~ Lee•Ruff•Stark Architects 1/15/93 - Page 23 $ f ... .,..,,.., «•w M ...v., a..n::w.avese.CW.uCiGo1RNY.:en.r1M9N4..,�%i'r,,.a...M.... ..... - ••..r.,..n,v w,ruw tyre'J ✓ r L r � t ( f a 1 l 1,.4i rjlf� •1 S,rr 9� t,,to _ ,,,,,+,,44,,,r,„f�'* rt„,, r P'a'y ., ^ t' ,x t,j ,.1"• 'h,y 'a:eK, ,L '4i0'�i• - t� Division 15-Mechanical 7igardlMetzger Meeting House 4 a E { 2. Copper to Brass or Copper tc Steel Connections- ` a. AWS Classification BAg-5 Silver (45%silver). 3. Do not use rods containing Cadmium. .. ti 2.5 Flux: 4„'” A. Approved Manufacturers - 1. "Stay-Silo white brazing flux" by J W Harris Co !o CO 2. High quality silver:.older flux by Handy& Harmon I;•,, y EXECUTION - PART III 3.1 Installation: p.• A. Do not install refrigerant piping underground or in tunnels. , ' ell B. Slope suction lines down toward compressor one inch/10 feet. Locate traps at vertical 4. . rises against flow in suction lines. • C. Refrigeration system connections shall be copper-to-copper, copper-to-brass, or copper- to-steel type properly cleaned and brazed with specified rods. Use flux only where :...- 4111116 necessary. 1. No soft solder(tin, lead, antimony)coinections will be allowed in system. D. Braze valve, sight glass, and flexible connections. E. Circulate dry nitrogen through tubes being brazed to eliminate formation of copper oxide 4.., during brazing operation. 3.2 Field Quality Control: far- A. Make evacuation and leak tests in presence of Architect's Engineer after completing ,, refrigeration piping systems. Positive pressure test will not suffice for procedure outlined below. 1 . Draw va„uum on each entire system with vacuum pump to 200 microns using '.ry:� vacuum gauge calibratedin microns. Do not use cooling compressor to evacuate system nor operate it while system is under high vacuum. Isolate compressor from system piping using shut-off valves prior to pulling vacuum. :' • 2. Break vacuum with freon to be used and re-establish vacuum test. Vacuum shall hold for 24 hours at 200 microns without compressor running. 3. Conduct tests at 70 deg F ambient temperature minimum. Fr 4. Do not run systems until above tests have been made and systems started up as specified. Inform Owner's Representative of status of systems at time of final • inspection and schedule start-up and testing if prevented by outdoor conditions „u„ before this time. 5. After testing, fully charge system with refrigerant and conduct test with Halide L.- Leak Detector. END OF SECTION rw red 41.04 15 535REFRIGERANT SPECIALTIES �, GENERAL - PART I ra ia, 1.1 Summary: A. Includes But Not Limited To - ii.. 1. Furnish and install refrigeration specialties as described in Contract Documents except for expansion valves on 2 through 5 ton condensing units °„" B. Related Sections - 1. General Conditions, Division 01, and Sections 15 055 and 15 060 apply to this Section. ""° a 2. Section 15 530 - Refrigeration piping 3. Section 15 671 - Expansion valves for 2 through 5 ton condensing units PRODUCTS - PART II y,•, i WOO aige 34 - ill 5/93 —Lee•Ruff•Stark Architects I*,: WO ., ..„;..,r,...�•.,rx.,.�.,.R,,.Maur..aw.M,,, ,��p�rr,?>a,nc'MtllKc;kri-.'aY:A,w..w..., _ ` - f TigardANetzger Meeting House Division 15-Mechanical 1w 0417 i 2.1 Expansion Valves: '+ A. For pressure type distributors, externally equalized with stainless steel diaphragm, and ow same refrigerant in thermostatic elements as in system. B. Size valves to provide full rated capacity of cooling coil served. Coordinate selection with /., • evaporator coil and condensing unit. ' ,^. PI, C. Approved Manufacturers- ° 411110 1. Alco f'w1 2. Henry 3. Mueller • , j'' 4. Parker „t 5. Singer 6. Sporlan 04 2.2 Filter-Drier: y i , A. On lines 3/4 inch outside diameter and larger, filter-drier shall be replaceable core type "' `°") with Schraeder type valve. B. On lines smaller than 3/4 inch outside diameter, filter-drier shall be sealed type using ;ra 1"`',, , flared copper fittings. . 40 C. Size shall be full line size. toa D. Approved Manufacturers•, i 1 ! 1. 2. Alco Mueller 3. Parker 4. Sporlan 5. Virginia '"" 2.3 Sight Glass: A. Combination moisture and liquid indicator with protection cap. f"1 B. Sight glass shall be full line size. 1 ,„I C. Sight glass connections shall be solid copper or brass, no copper-coated steel sight • glasses allowed. D. Approved Manufacturers - 1 i 1. Alco 2. Mueller 3. Parker P4. Superior wit 5. Virginia 2.4 Manual Refrigerant Shut-Off Valve: ''•'1 A. Ball valves designed for refrigeration service and full line size. B.B. Valve shall have cap seals. C. Valves with hand wheels are not acceptable. r,, D. Provide service valve on each liquid and suction line at compressor. r' + E. If service valves come as integral part of condensing unit, additional service valv€Ys shall not be required. F. Approved Manufacturers - on- 1. ConBraCo (Apollo) L 2. Henry 3. Mueller 4. Superior 5. Virginia 2.5 Flexible Connectors: A. Provide in each liquid line and suction line at both condensing unit and evaporator on systems larger than five tons. 1 __ B. Anchor pipe near each flexible connector. C. Connectors shall be for refrigerant SP ''ic2 with bronze seamless corrugated hose and bronze braiding. M- ii.e• u ar rc tects —i]i3 • Page 25 i .(,.t{�VMNM%IR M, ,.,•,«.+..,...w.......•.w.n.w.awwi,...,. ORIAOY-0iMM'NAµ�YOAfI0PRW5MTRQ�aRtMYq.M.'lT�+RIIWMJY k,, , ....1 ;r: i , A 1 • t , 41111A '' Division 15-Mechanic Tigard/Metzger Meeting House c • D. Approved Manufacturers- 1. Anaconda "Vibration Eliminators" by Anamet • '`"k 2. Vibration Absorber Model VAF by Packless Industries 3. Vibration Absorbers by Superior Valve Co 4. le "BF" Spring-flex freon connectors by Vibration Mountings EXECUTION - PART hi 3.1 Installation: A. Install valves and specialties in acc:..»;')le locations. Install refrigeration distributors and I . ,. ,!.'' • suction outlet at same end of cc.il. •• ` END OF SECTION • 15 576 FLUES 4�.I GENERAL - PART I " 1.1 Summary: , A. Includes But Not Limited To - 1. Furnish and install flues as described in Contract Documents. B. Related Sections - r ' 1. General Conditions, Division 01, and Section 15 055 apply to this Section. Ir"+ • 2. Division 09 - Painting i PRODUCTS - PART II 2.1 Flues: A. Double wall, prefabricated sectional type 'B', of aluminum construction designed to handle combustion products of fuel being used. Provide with inspection cap as required by local code, roof flashing, and clean-out. ,' • 1. Height of flue above roof shall be as shown on Drawings unless local code •, requires it be higher. 2. Size and install flues from furnaces according to local codes except as follows- a. No vertical flue shall have an area of less than 12-1/2 sqinches (4 inches round). b. In no case shall vent connector from furnace be smaller than outlet collar i s. J provided by Manufacturer. 3. Every portion of flue connector shall have rise of one inch per fl minimum from appliance to vertical flue. 4. Length of horizontal flues or flue connectors shall not be longer than 75% of 4.,., i'eight of vertical flue between point at which horizontal flue enters vertical flue to '' 6 top of vertical flue. In no case shall horizontal run exceed 15 feet. r, �, 5. When two or more flue connections enter common vertical flue, smaller flue .' ` connector shall enter at a higher level. Do not enter flue connectors in same 0 • ho;izontel plane. 6. Horizontal flue connectors shall be double wall. 7. Fittings shall be pre-fabricated double wall. I ii r . 8. Every gas appliance flue shall have a "backdraft preventer" installed at top of flue. kili B. Approved Manufacturers - ,1` 1 . Amer i-Vent 2. Dura-Vent '+'i .. 3. Metalbestos 2.2 Vent Caps: A. Non-backdraft type for installation on top of flue, aluminum construction. B. Approved Manufacturers - 1. Ameri-cap Page 26 - 1/15/93 Zee•Ruff•Stark Architects v'' LI ....I , .. ow. . diaort ", , .. ,. ? ,. ,.- ':.. • Tigard/Metzger Meeting House Division 15-Medmnical • 2. Breidert Type L S 3. Triangle AFL 4. Acme Mastervent Type MVR. 11 5. Dura-Vent END OF SECTION • IOP 15 577 FURNACE AIR PIPING GENERAL - PART I :?F 1.1 Summary: • MI A. Includes But Not Limited To- 1 Furnish and install furnace vent piping and combustion air intake piping as 7 41 iii 1 described in Contract Documents. B. Related Sections- 1. General Conditions, Division 01, and Sections 15 055 and 060 apply to this 9 Section. 2. Division 09 - Painting 3. Section 15 430 - Condensate drain piping 1.2 References: A. ASTM D 1785-89, "Specification for Poly(Vinyl Chloride)(PVC) Plastic Pipe, Schedules i 40, 80, and 120" B. ASTM D 2564-88, "Sp€ :ification for Solvent Cements for Poly(Vinyl Chloride)(PVC) Plastic Pipe and Fittings" j C. ASTM n 2661-90, "Specification for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Drain, Waste, and Vent Pipe .end Fittings" D. ASTM D 2665-91, "Suecification for Poly(Vinyl Chloride)(PVC) Plastic Drain, Waste, and Vent Pipe ar,d Fittings" PRODUCTS - PART II 2.1 Air Piping: I A. Schedule 40 pipe and fittings meeting requirements of ASTM D 1785, ASTM D 2.661, or 1 j ASTM D 2665 2.2 Primer & Cement: ,. A. Meet requirements of ASTM 0 2564. EXECUTION - PART III 3.1 Installation: • A. Do not combine furnace drain piping with cooling coil drain piping. B. Run individual vent and individual combustion intake piping from each furnace to ' outdoors with location and formation recommended by Furnace Manufacturer. Slope lines downward toward furnaces. C. Slope combustion chamber drain downward to funnel drain. Anchor to wall with wall W clamps, allowing free movement through clamp for expansion. '. D. Use vent terminal kit or clamping system provided by Furnace Manufacturer. Install vent and combustion air intake piping at clearance and distances required by Furnace Manufacturer. E. Attach factory-supplied neoprene coupling to furnace combustion-air inlet connection and secure with clamp. F. Ensure that factory-supplied perforated metal disc is installed in flexible coupling, unless its removal is required, t END OF SECTION 15.611 NATURAL GAS FIRED FURNACE Lee•fluff•Stark Architects 1/15/93 -page 27 1 .._. ..rr ,y1 4t,4' f w In..:.?"F.ArerYN... - - M ti., ;r t..1016 1 Ti ardlMe r Meeting House Division 15-Mechanical g - is L ,,. GENERAL - PART I , I 1.1 Summary: r, i A. Includes But Not Limited To- w rz1 1. Furnish and install up-flow gas fired induced-draft type furnaces as described in Contract Documents. rB. Related Sections ' w.t 1. General Conditions, Division 01, and Section 15 055 apply to'his Section. ,,ti PRODUCTS - PART IIr*' 1 2.1 Manufactured Units: A. Furnaces shall be factory assembled units certified by AGA complete with blower section, ,, 418 vertical flow furnace section, steel casing, piped,and wired. ' B. Blower section shall consist of cabinet,blower, and motor. 1. Cabinet shall be of 22 gauge minimum cold rolled steel and have finish coat of 41 o„ baked on enamel. icr 2. Blower shall be Class 1,full DIDW,statically and dynamically balanced. C. Filters shall be one inch thick throw-away type as furnished by Furnace Manutacturer. Provide furnace with accessory side mounted filter box frame and factory available bottom 401 closure. • D. Automatic controls shall consist of0 i. 100% cut-off safety pilot I 2. Manual gas shut-off valve. 3. Operating automatic gas valve. 4 4. Solid state type fan and thermal limit controls. I 5. 24 volt transformer. I 6. Electronic ignition system. E. Blower shall be driven by motor with adjustable pitch V-belt drive or by a multi-speed direct , driven motor. �. F. Vertical upflow furnace section shall be enclosed in 22 gauge minimum enameled steel casing lined with foil covered insulation. ,..1 G. Heat Exchanger- I. 1 . Aluminized steel. 2. 15 year minimum limited warranty. ;. H. Gas burners shall be aluminized steel. I. Rated at 90% minimum AFUE(Annual Fuel Utilization Efficiency)calculated in accordance I with DOE test procedures. 11 J. PVC intake of outside air and PVC combustion product exhaust, with sealed combustion, jit direct vent, system. K. Vent and termination kit or coupling for roof mounting. L. Cooling coil shall consist of heavy gauge steel cabinet with baked-on enamel finish to r match furnace. 44. 1. Coil shall have aluminum fins bonded to seamless copper tubing. .'1 2. Coil shall be ARI rated. Provide drain pans with connections at one end. r„u, 3. Use thermal expansion valve in place of capillary tube metering device. l 4. Delete cooling coil and coil cabinet on zones where cooling is not provided. isimi M. Approved Manufacturers- 1. Bryant - 398A f"' 2. Carrier - 58SXC L 3. Day&Night - 398A 4. Payne - 398A tv" 5. Lennox - G21 ran tarn 'Page 28 - 1/15/93 Lee•Huff•Stark Architects ow, I ae..: www• rwawar..•,-.« - , 00910 444 ' 40004010N00044434 : .,40140 wF I Tlgard/Metzger Meeting House Diaision15-Mechanical y EXECUTION - PART III 3.1 Field Quality Control: ". A. Manufacturer's Field Service- 1. Furnf-e distributor's technical service representative shall start up and check out furnace equipment as follows- a. Verify proper gas orifice size. r` b. Clock gas meter for rated input. i" c. Verify and set gas pressure at furnace. d. Check and measure temperature rise. 1, e. Check safety controls for proper operation. f. Check flue sizes and combustion air sizes. END OF SECTION 15 648 ELECTRIC RADIANT BEATERS R GENERAL - PART 1.1 Summary: 0110, A. Includes But Not Limited To - 'I. Furnif h and install electric radiant heaters as described in Contract Documents. B. Related Sections - 1. General Conditions and Division 01 apply to this Section. _, 2. Section 15 950 - Control system PRODUCTS - PART II 2.1 Manufactured Units: ' A. 1000 watts, surface mounted • B. Finish • White C. Approved Manufacturer- 1 . #ASL-66-8 by Aztec END OF SECTION i 1 15 671 AIR-COOKED CONDENSIN .N1T$ • GENERAL - PART Ii 1.1 Summary:• •iii At A. Includes But Not Limited To - 1. Fug nish and install condensing units as described in Conti e ct Documents. B Related Sections - i 1. General Conditions, Division 01, and Section 15 055 apply to this Section. r 2. Division 03 - Concrete slab11,.11 1.2 Submittals: il A. Warranty1. Submit copy of specified warrar,ty. This certificate is to be included in Operations& Maintenance Manual. See Section 15 055. 'MI 1.3 Quality Assurance: A. Requirements of Regulatory Agencies • 1. Each unit shall be UL labeled. 11, Lee.Ruff-,Stark Architects 1/15Th Page 29 11 4 p j 1 + yi��,, {"mayr W 4 i ':M' ]�'0400410 Oft • 1ifi 'P�b•M'iVMi'Y 1 ( ''.�{.,iy�4 I + 1.�, '^�1^''^ii7' M�• �r� t "77 •1 '� i4 • .i1�, • .... ....�.l,.rr�f.W1µ s .. ..1: 11 o it ' • 1 r)ivision 1_�Mechanical Tigard/Metzger Meeting House • , 1.4 Warranty: - �' A. Five-year warran'v on compressors. 1. Warranty t;mne frame shall be five years from date of "start-up". "Start-up" date shall be recoiled on warranty certificate for each unit. • PRODUCTS - PART II P 2.1 7-1/2 Ton & Larger Units: ' A. Condenser coil shall have aluminum plate fins mechanically bonded to seamless copper • tubes. 1. Units having side inlets shail have coil guards. 2. Coil shall be circuited for sub-�;ooling. B. Fans shall be direct driven propeller upflow type. 1. Fan motor; nail have inherent overload protection, be permanently lubricated, and resiliently mounted. 2. Each fan shall have a safety guard. i 3. Cycle fans or use solid state fan speed control for low ambient operation. C. Units shall be operable down to 0 deg F outdoor temperature. .in` D. Compressors- 1. Hermetic or semi-hermetic design with the following features - a. Spring isolators. b. Crankcase heaterr • c Compressor motor overload protection. d. Ring, reed or disc type valves. e. Service valves, back-seating type with Schraeder charging valves. 2. Semi-hermetic type shall also have- ►` a. Automatically reversible oil pump. b. Oil sight glass. ,''� �,� i c. Oil pressure switch. ';'! 3. Condensing units ten tons or smaller shall have only one compressor. Condensing units larger than ten tons shall have two compressors minimum, ' each serving separate cooling circuit and coils. • 4 E. Controls- 1. Factory wired and located in separate enclosure. 2. Safety devices shall consist of high and low pressure cutouts, and internal or plug s . type relief valves. 3 3. Unit shall be complete with magnetic starters. 4. Unit shall have anti-cycle timers to prevent units from starting up again for five 1 minutes after any power interruption. "•- F. Casing- 'w 1 . Fully weatherproof for outdoor installation. Finish shall be weather resistant. 2. Panels shall be removable for servicing. 3. Provide openings for power and refrigerant connections. G. Condensing units shall use R 22 refrigerant. Make one liquid line, one suction line, and one power connection to each unit for each compressor in condensing unit. Provide 1.1'charging valves. H. SEER rating as defined by ARI shall be not less than 10.0. imw I. Set units on neoprene type vibration isolation pads located at each corner, 4" x 4" x 3/4" ' I minimum. ?"" J. Approved Manufacturers& Models- iyl,; 1. Bryant 569B • 2. Carrier 38AFC f,. 3. Day/Night 569B a. Lennox HS17-953V �`" 5. Payne 569B • 6. Trane TTA ,rr" L. Page 30 - 1/15/93 Lee•Ruff•Stark Kt:chitects w i o.. ' 4a � 4 i C i ..,., a...�r ws.^r1rn►. ..t.4w.+.raw-�w...p. ,..w�la.."^•-we•.w-+..•ewYN+wMp----- . +ter••' " vw.•+»•.r+�.j+r -«ti�w ... . ..... . • , '" h'f4mkMhY ruu+wn..,. 'Y M.t*FYl0.V W RS n./✓q•.. M w ...n ........, . lL... .44' , 41111 • Tigard/Metzger Meeting House Division 15-Mechanical 0 0 , 2.2 Two Ton Through Five Ton Units: A. Condenser coil shall have aluminum plate fins mechanically bonded to seamless copper tubes. • t I 1. Provide coil guard for unit. B. Fans shall be direct driven propeller upflow type. 1. Fan motor shall be single or two speed, thermostatically controlled, permanently k lubricated, and designed with permanent protection and ball bearings. a 2. Motors shall be resiliently mounted. 3. Each fan shall have a safety guard. C. Units shall be operable down'o 35 deg F outdoor temperature. D. Compressor shall be of hermetic design with the following features. Each condenser unit {: • shall have only one compressor. r 1. Externally mounted brass service valves with charging connections. 2. Crankcase heater. 3. Resilient rubber mounts. s 4. Compressor motor overload protection. '' 5. Single speed E. Controls- '' 1. Factory wired and located in separate enclosure. ' — 2. Safety devices shall consist of high and low pressure cutout and condenser fan motor overload devices. 3. Unit shall have anti-cycle timers to prevent units from starting up again for five minutes after any power interruption. F. Casing- 1. Fully weatherproof for outdoor installation. Finish shall be weather resistant. 2. Openings shall be provided for power and refrigerant connections. 3. Panels shall be removable for servicing. ' G. Expansion Valves- ' 1. Stainless steel diaphragm and same refrigerant in thermostatic elements as in r system. Externally or internally equalized as required by evaporator/condensing system. 2. Size valves to provide full rated capacity of cooling coil served. 3. Furnished by evaporator coil/condensing unit supplier and coordinated to provide bleed holes for system pressure equalization, if required. �. H. Condensing units shall use R-22 refrigerant. I. Only one liquid line, one suction line, and one power connection shall be made to each ' - c lmpressor. Provide charging valves. ' j J. SEER rating as defined by ARI shall be not less than 10.0. K. Set each unit on neoprene isolation pads located at each corner and sized 4" x 4" x 3/4" high minimum. L. Approved Manufacturers - "+ A. Bryant 5930 B. Carrier 38TKB C. Day& Night 593C D. Lennox HS24 • 4, E Payne 571A EXECUTION - PART III 3.1 Installation: IF A. Set condensing units on concrete slab, M 3.2 Field Quality Control: 4A. Manufacturer's Field Service- ',1. Condensing units shall be started up, checked out, and adjusted by Condensing , ',• Unit Manufacturer's authorized factory trained service mechanic. ii Tee•Ruff•Stark Architects 1/15/93 - Page 31 • efwi .. . . 1 Y': a s • . 0 . 1m'.,ws•�,-+r ev..w.e.........-.�,. • �YIF ...� r*ryreMMMy !•"n'+"+'��.,.,.,�n+ww,mwn,."ir..,,.,,... .,.. . .....www 14 ke ::y Division 15-Mechanical Tigard/Metz ger Meeting House y' j check-out sheetprovided byManufacturer, complete c.nd ,' 2, Mechanic shall use ? e` sign al! items on sheet, and submit to Architect. Il . I 3. Final payment will not be made until check-out sheet is received by Area Office. END OF SECTION Fj 0 i.. ' 4111 i d 774 SPLIT TYPE HEAT PUMPS t GENERAL - PART I 1.1 Summary: A. Includes But Not Limited"lb- 1. Furnish and install heat pumps as described in Contract Documents. B. Related Sections - 1 . General Conditions, Division 01, and Section 15 055 apply to this Section. iii 2. Division 03 - Concrete slab 1.2 Submittals: •1 A. Warranty- 1. Submit copy of specified warranty. ` 1.3 Quality Assurance: 1 A. Requirements of Regulatory Agencies - 1. Each unit shall be UL or ETL labeled. 1.4 Warranty: A. Five-year warranty on compressors with permanent label on unit showing expiration date. PRODUCTS - PART II 2.1 Manufactured Units: A. Indoor Units- 1 . Compact wall mounted units. 2. Supplemenlwry electric heater, size as scheduled. 3. Cabinet Finish as selected by Architect. 4. Isolate moving parts from cabinets to reduce noise. 1 ,N4 ,, B. Outdoor Units - 1 . Compressor shall be of rotary design. .,t 2. Fans shall be direct driven and discharge horizontally. , 3. Casing shall he fully weatherproof for outdoor installations. 4. Microprocessor Controls shall be factory wired with field installed remote pendant ` • station. 5. Refrigerant shall be R-22. 6. Isolate moving parts from cabinets to reduce noise. 7. Use dry-charged tubing for connection of unit's refrigerant system. 7. ' C. Approved Manufacturers & Models- i.. •;. Mr Slim Model PKH-18LDS by Mitsubishi Electric (714) 220-2500 or (800) 421- 1140 2. Model 18KH12 by Sanyo Electric Inc (201)641-2333 EXECUTION - PART III imo 3.1 Field Quality Control: A. Manufacturer's Field Service- r • 0 1 . Condensing units shall be started up, checked out, and adjusted by Condensing L Unit Manufacturer's authorized factory trained service mechanic. a. Mechanic shall use check-outsheet provided by Manufacturer, complete r • and sign all items on sheet, and submit to Architect. irm II b. Final payment will notbe made until check-out sheet is received by Area Office. 60 \ • \ Page 32 - iH5/13 Lee•Fluff•Stark Architects In I „ma LW Mr _......,,,...� - • , ... # #0* loot- .**'! t,4, ',.: 4 41'',s' •t '-s x;71''" •..�i•M "4" •,N'111') " (�.P r.: f' . , tr TigardMletzger Meeting House Division 15-Medhanical .4 END OF SECTION r 15 869 EXHAUST FANS ;i 9 GENERAL - PART I '- 1.1 Summary: A. Includes But Not Limited To- -. 1. Furnish and install exhaust fans as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Section 15 055 apply to this Section. 1.2 Quality Assurances: A. Requirements of Regulatory Agencies - 1. Bear AMCA seal and UL label. PRODUCTS - PART II i 2.1 Ceiling Mounted Exhaust Fans: A. Acoustically insulated housings. :f • B. Sound level rating of 4.6 sones maximum for fan RPM and CFM listed on Drawings. Include chatterproot integral back-draft damper with no metal to metal contact. D. True centrifugal wheels. 'i E. Entire fan, motor, and wheel assembly shall be easily removable without disturbing housing. F. Suitably ground motors and mount on rubber-in shear vibration isolators. d.. G. Provide wall or roof cap,as required. t H. Approved Manufacturers - t pr-'. 1 . Breidert i 2. Broan , 3. Carnes ,- 4. Cook Gemini 5. Greenheck Sp r # 6. Pace It 7. Penn Zephyr EXECUTION - PART III i 3.1 Installation: 1 A. Anchor fan units securely to structure or curb. ` • END OF SECTION . 15 891 LOW-PRESSURE STEEL. DUCTWORK GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1. Furnish and install above-grade ductwork and related items as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Section 15 055 apply to this Section. 2. Division 13 - Smoke testing --• 3. Section 15 895 - Underground ductwork 4. Section 15 970 - Temperature control damper actuators and actuator linkages Tae;Ruff••Stark Architects 1/15191 - Page .....r-" -...i,nvas.r,illbx„-V4114i'.:, ,. - .. ,.✓.r„.IrA Ji. A,: r t M .. .. .+.w',�-^."'��' *7+'^Y +w'F."�MRM+,IMMr�> _w.r.yriF•s.,wq".w.1.,.. . ..w..-...n �i T ',�,tyrc 1'1 ,`tea~a . � . IL Division 15-Mechanical Tigardger M /letzeeting House +I , 1.2 References: A. ASTM A 527-90, "Specification for Sheet Steel Zinc-Coated (Galvanized) by the Hot-Dip Process, Lock Forming Quality" PRODUCTS - PART II 2.1 Ducts: A. Fabricate of zinc-coated lockforming quality steel sheets meeting requirements of ASTM A 527, with G 60 coating. y s B. Use of aluminum, non-metallic,or round ducts is not permitted. 2.2 Duct Joints: A. Ducts with sides up to and including 36 inches shall be as detailed. 3. Duct sizes over 36 inches shall be fabricated using SMACNA T-24 flange joints or pre- fabricated systems as follows- 1. Ducts with sides over 36 inches to 48 inches- a. Transverse duct joint system by Ductmate/25, Nexus, Ward, or WDCI (Lite) (SMACNA "E"or"G"Typo connection). 4. 2.3 Access Doors in Ducts: A. At each manual outside air damper and at each motorized damper, install factory built insulated access door with hinges and sash locks. Locate doors within 6 inches of installed dampers. Construction shall be galvanized sheet metal, 24 ga minimum. B. Fire damper access doors shall have a minimum clear opening of 1 k.:: 12"or as specified ,^" on Drawings to easily service fire damper. Doors shall be within 6 inches of fire dampers jr,,,, and in Mechanical Room if possible. C. Approved Manufacturers - rr 1. AirBalariice - Fire/Seal#FSA 100 2. Air Control Products - HAD-10 3. Cesco-Advanced Air - HAD-10 �, 4. Elgen - Model 85 A ' 5. Kees Inc - ADH-D. 6. Louvers& Dampers - #SMD-G-F 7. Nailor-Hart Industries Inc - Series 0831 r• 8. National Controlled Air Inc - Model AD-FL-1 I„„ 2.4 Flexible Equipment Connections: A. 30 oz closely woven UL approved glass fabric. double coated with neoprene. �,,, B. Fire retardant, waterproof, air-tight, resistant to acids and 4rease, and withstand constant . temperatures of 2.50 deg F. •�'" a C. P'iproved Manufacturers - 1, Gain N 100 ,'O�a 2. Duro Dyne - MFN �+ 3. Elgen - ZLN • • 4. Ventfabrics - Ventglas !"" 2.5 Concealed Ceiling Damper Regulators: w, A. Approved Manufacturers - 1. Cain ,." 2. Duro Dyne 3. Metco Inc "'" 4. Vent-Lock - #666 ir i 5. Young - #303 w^ 2.6 Volume Dampers: L A. In Main Ducts- 1. 16 gauge galvanized steel, opposed blade type with 3/8 inch pins and end f••" bearings. Blades shall have 1/8 inch clearance all around. iii. 1 2. Damper shall operate within acoustical duct liner. 3. Provide channel spacer equal to thickness of duct liner. * 4. Approved Manufacturers - r age 3 3 -Lee•Ruff•Stark Architects 1' I. S' i '4 ,. �4 ✓Y YAM 1'f • M1r , ' M `y R1:ra�nnmht+�TM a[abn . , ,;!} C Tigard/Metzger Meeting House Division 15-Mechanical . . . l' In• „„, a. Air Balance Model AC-2 b. Air Control Products - CD-OB c. American Warming - VC-2-AA 1 d. Greenheck - VCD-1100 "'" e. U-Temp-CD-OB • i f. Vent Products - 5100 B. In Sheet Metal Branch Ducts- 1. Extruded aluminum, opposed blade type. When in open position, shall not extend beyond damper frame. 2. Maximum blade length 12 inches. 3. Damper Regulator shall be concealed type with operation from bottom or with 90 deg miter gear assembly from side. 4. Approved Manufacturers- a. Air Control Products - TCD-Ol3 ' - b. Air Guide - OB c. Arrow - OBDAF-207 d. CE7CO - CDA ! 's-- e. Reha12le Metals - OBD-RO f. Tuttle Bailey - H7RDDM g. UTEMI' CD-OB h. Young - .20-AC } C. Dampers above removable ceiling and in Mechanical Rooms shall have locking quadrant on bottom or side of duct. Otherwise, provide concealed ceiling damper regulator and cover plate. 2.7 Motorized Outside Air Dampers: A. Damper Blades- 1. 18 gauge galvanized steel or equivalent aluminum with replaceable rubber blade edges, 9 inches wide maximum. • { 2. End seals shall be flexible metal compression type. 3. Opposed blade type. 1 B. Make provision for damper actuators and actuator linkages to he mounted external of air flow. _ C. Approved Manufacturers & Models- 1 . Air Balance - AC-2 2. American Warming - VC-2-AAVA 3 3. Arrow - OBDAF-207 • 4. Greenheck - VCD-2.100 ` ' • , 5. Honeywell - D641 6. Johnson - D 1300 7. Louvers& Dampers - TSD400 • 8. Ruskin - CD36 or CD60 • -- 9. UTEMP - CD-OB-ES r 10. Vent Products - 5800 i i 2.8 Backdraft Damper: A. Backdraft blades shall be nonmetallic and shall be neoprene coated fiberglass. B. Stop shall be galvanized steel screen or expanded metal, 1/2 .,'.-h mesh. C. Frame shall be galvanized steel or extruded aluminum alloy. D. Approved Models& Manufacturers- f 1. Air Control Products - FBD 2. American Warming - BD-15 3. CESCO- FBD 101 - 4 Ruskin - NMS2 5. UTEMP - BFEA r 2.9 Duct Hangers: • Lee•Rutf•Stark Architects ! 1115193 - Page 35 _ .._._,_,. .,,,„_,.,,. id ifi' iiij p 1 ,,..” P 6 1 -.,_ _.... .-.Sr:.....w.7sw.u +>;rtatia�xr.iw,,...fflK••uWs..ai..t..._ ......... .. ..._.......,. .... . qy4 t � w.• '..,,,':(`::•: Division 15-Mechanical iigard/MetzgerMeeting House �^�' ,,,.;" at;,',; . ,: Irl 3. A. 1" x 18 gauge galvanized steel straps or steel rods as shown on Drawings, and spaced f not more than 8 feet apart. Do not use wire hangers. B. Attaching screws at trusses shall be 1-1/2 inch No. 10 round head wood screws. Nails not allowed. ,,; 2.10 Duct Sealer: A Cain - Duct Butter or Butter Tak r.. B. Design Polymerics - DP 1010 , 41111 C. DSC - Stretch Coat ' D. Duro Dyne - S2 E. Hardcast - Galva-Grip 251 or Peel-N-Seal AM 401 Tape f"' F. Kingco - 15-325 ia, Mb G Mon-Eco - 44-41 H. Trans-Continental Equipment Co - Multipurpose Duct Sealant PIM I. United - Sheet Metal duct-sealer L; lab 2.11 Air Turns: A. Single thickness vanes with trailing edge. Double thickness varves not acceptable. B. 4-1/2 inch wide vane rail. Junior vane rail not acceptable. EXECUTION - PART III L. 3.1 Installation: A. Ducts- 1. Straight and smooth on inside with joints neatly finished unless otherwise directed. 2. Securely anchor ducts to building structure with specified duct hangers attac;ied with screws. Do not hang more than one duct from a duct hanger. , 3. Brace and install ducts so they shall be free of vibration under all conditions of ...- operation. 4. Ducts shall not bear on top of structural members. °"" 5. Make duct take-offs to branches, registers, grilles, and diffusers as detailed on Drawings. 6. Ducts shall be large enough to accommodate inside acoustic duct liner. ,., Dimensions shown on Drawings are net clear inside dimensions after duct liner ; . has been installed. 7. Install internal ends of slip joints in direction of flow. Make joints air tight using specified duct sealer. 8. Paint ductwork visible through registers, grilles, and diffusers flat black. a«: B. Install flexible inlet and outlet duct connections to each furnace and exhaust fan. C. Install concealed ceiling damper regulators. P"' 1. Paint cover plates to match ceiling tile. ;,,,, 2. Damper regulators will not be required for dampers located directly above Jo;#4 removable ceilings or in Mechanical Rooms. ,., s; ' D. Provide each take-off with an adjustable volume damper to balance that branch. 1. Anchor dampers securely to duct. r°"` 2. Install dampers in main ducts within insulation. V 3. Dampers in branch ducts shall fit against sheet metal walls, bottom and top of duct, and be securely fastened. Cut duct liner to allow damper to fit against sheet i..., metal. 4. Where concealed ceiling damper regulators are installed, provide a cover plate. pM i,,;' E. Install grilles, registers, and diffusers Level floor registers and anchor securely into floor. i F. Air Turns- 1 . Permanently installed blades or vanes arranged to permit air to make abrupt turn 4'`' without appreciable turbulence, in all square throated elbows more than 15e16. i:Q above ground supply fresh ari and return ductwork. 2. 4-1/2 inch wide minimum vane rail. Do not use junior vane rails. 1 3. Quiet and free from vibration when system is in operation. r4 ,N.: 4.I. 'TIP 36 - 1/15/93 Lee•Buff•Stark Ara iects 4r w . 1� 1Illoij ' ". 1 14.'x.+t (. Avg.:A .„..... .....- -7-,- ,•,... ...,,,..........,...... ......t.,,..,,,,p..K-0 • • t 41 Tigled/Metz ger Meeting House Division 15-Mechanical 4y It ,ii, I G. Install motorized dampers. ti END OF SECTION r Iii ; t,> 15 896 DUCT LINING GENERAL - PART I • 1.1 Summary: A. Includes But Not Limited To- ii 1. Furnish and install acoustic linirg in following above ground metal ductwork as described in Contract Documents unler.s detailed otherwise- . i a. Fresh air b. Supply air t ' c. Return air d. Mixed air e. Transfer air f. Relief air g. Exhaust air , i h. Elbows,fittings, and diffuser drops greater than 12 inches in length. B. Related Sections r. 1. General Conditions, Division 01, and Section 15 055 apply to this Section. 2. Section 15 290 - External thermal duct insulation. 1.2 System Description: A. Duct dimensions shown on Drawings are for free area inside insulation. PRODUCTS - PART II 2.1 Duct Liner: A. One inch thick, 1-1/2 lb density fiberglass. B. Approved Manufacturers - 1. CSG . Ultralite 2. Knauf - Type M 3. Manville - Lina-Coustic 4. Owen Corning Fiberglas - Aeroflex I 2.2 Adheelve: A. Water Base Type - 1. Cain - Hydrotak 111 2?. Duro Dyne WSA 3. Hardcast - IA-901 4. Kingco - 10-568 i, 5. Miracle - PF-101 . 6. Mon-Eco - 22-67 7. Techno Adhesive - 133 B. Solvent Base(non-flammable)Type - 1. Cain - Safetak �.. 2. Duro Dyne - FPG 3. Hardcast - Glas-Grip 648-NFSE r ', 4. Kingco - 15-137 1 5. Miracle - PF-91 4` 6. Mon-Eco - 22-24 7. Techno Adhesive - 'Non-Flam' 106 7 C. Solvent Base(flammable) Type- 1. Cain - HV200 2. Duro Dyne - MPG .- Lee•Ruff•Sta l rc tecis 1115193 - Page 37 . ( ' l 4 www ' x . ., t _ " fir ,��s r Division 15-Mechanical __ILL r Meed House 9e �J -r 3. H-rdcast - Glas-Grip 636-SE 4. Krngco - 15-146 5. Miracle - PF-96 '' 6. Mon-Eco - 22-22 7. Techno Adhesive - 'Flammable' 106 2.3 Fasteners: ,, '+ co 'A. Adhesively secured fasteners not allowed. Ft, ,;,: B. Approved Manufacturers - "K ' 1. AGM Industries Inc - "DynaPoint" Series DD-9 pin N. j 2. Cain II 3. Duro Dyne 4. Omark dished head "Insul-Pins" 4:IH 5. Grip nails may be used if each nail is installed by "Grip Nail Air Hammer" or by r "Automatic Fastener Equipment" in accordance with Manufacturer's it.,, O recommendations. EXECUTION - PART III �,,,, 3.1 Installation: " A. Install mat finish surface on air stream side. Secure insulation to cleaned sheet metal duct L.• ' with continuous 100% coat of adhesive and with 3/4 inch long mechanical fasteners 12 inches on center maximum unless detailed otherwise on Drawings. Pin all duct liner. B. Accurately cut liner and thoroughly coat ends with adhesive. Butt joints tightly. Top and bottom sections of insulation shall overlap sides. If liner is all one piece, folded corners ' • shall be tight against meta'. Ends shall butt tightly together. i 3.2 Field Quality Control: A. If insulation is installed without longitudinal and end joints butted together, installation will "'-' be rejected and work removed and replaced with work that conforms to this Specification. • 3.3 Adjusting, Cleaning: A. Keep duct liner clean and free from dust. At completion of project, vacuum duct liner if it is dirty or dusty. END OF SECTION r"' 15 911 FIRE DAMPERS • GENERAL - PART I • 1.1 Summary: t"" A. Includes But Not Limited To - I& 1. Furnish and install fire dampers at penetrations of fire rated walls, floors, & • ceilings, at ducts, registers, grilles, or louvers as described in Contract r^" Documents. �. • B. Related Sections - 1. General Conditions, Division 01, and Section 15 055 apply to this Section. r...- 1.2 Quality Assurance: A. Requirements of Regulatory Agencies 1. Dampers shall conform to UL and NFPA requirements and bear UL label. 2. Dampers shall be approved by State Fire Authorities where so required. Ir" 1.3 Maintenance Materials: L." A. Leave six fusible links of each rating type used on Project with Owner. PRODUCTS - PART II • 2.1 Fire Dampers: A. Walls& Floors- 1. Type"B" with 165 deg F link unless otherwise indicated on Drawings. Page 39 - f 115193 Lee•Ruff•Stark Architects MKN. •' ` ' rw ,r • 1 c. v.: li yt�rr ....r.^ ,r.w..•.....s—.reavivwMw�1j .. ..., YF+ .�yj( .. . ,^. ,} ., ,.,a ,a yw ' � � ' �. ..gip"„�,�.-' .'A g;yJ i: Sr r . TigsfdfMetzger Misting House Division 15-Mechanical B. Ceilings- . 'i 0" 1. Radiation type ceiling fire damper with 165 deg F link unless otherwise indicated 't, ,. on Drawings. ;,I 2. Approved Manufacturers& Models- • Iv a. Air Balance Inc - Model 229 _ _ b. Cesco - RCD-A ,.1' c. Safe Air Inc - Thermo/Guard Model 410 i al d. Ultra Safe - 253A EXECUTION - PART III 3.1 Installation: A. Fire damper installation shall conform to details shown in SMACNA Fire Damper Guide and as required by local codes. B. Each fire damper shall have access panel for maintenance and inspection. iik C. Locate access panels not more than 6 inches from fire damper they serve. I °I+ END OF SECTION 15 940 AIR QUTLETS & INLETS GENERAL - PART lop, '''',,i 1.1 Summary: h.' A. Includes But Not Limited To - j 1. Furnish and install wall supply registers, transfer grilles, return air grilles, soffit grilles, ceiling diffusers, louvers connected to ductwork, and registers as described in Contract Documents. is B. Related Sections 1. General Conditions, Division 01, and Section 15 055 apply to this Section. 1.2 Maintenance: A. Extra Materials- 1. Leave tool for removing core of each different type of grille fo: building custodian. PRODUCTS - PART II 2.1 Supply Grilles & Registers: r A. Approved Manufacturers- 1 Air Control Products 2815 2. Carnes - RVEA 13. Krueger - 5815 4. Metalaire 42C 5. Titus - 1707 6. Tuttle& Bailey - VF5 - 2.2 Ceiling Return & Transfer Grilles: NI A. For Framed Ceilings- 1 . Approved Manufacturers 1 a. Air Control Products K650 b. Anemostat - Series S35 c. Carnes - RSLA d. Krueger - S85H r... a. Metalaire - SRH f. Titus - 355RL g. Tuttle& Bailey - T70D '� 2.3 High Side Wall Return Grilles: A. Approved Manufacturers - 1 1. Air Control Products - 2810 r Till.Ruff•Stark Architects —�— 1115193 - Page 39 i <-p,,..,‘•""'-awromotto•-•iwr! pMm+•.,ot•,0,•H,.. -w ••"'"," "' '?1044 1r7 ' , 1e�� Divisionl5-Mechanical _ _ Tinard/Me:cgerMeeting House , `", 2. Carnes- RHEA ■ a,. 3. Metalaire-41C 4. Krueger - 5810 ( 5. Titus- 1700 6. Tuttle&Bailey-VF 2.4 Low Sidewall Return Grilles: A. Zero degree deflection. I , t,, • B. Approved Manufacturers- p, 1. Air Control Products- K6155H .v. 1 2. Anemostat- EHDD • • 3. Carnes-RSHA •, la 4. Metalaire-HD-R1H 5. Titus 30RL i' 6. Tuttle& Bail, -T110D i 2.5 Ceiling Diffusers: , A. Approved Manufacturers- i' t 1 Air Control Products - KKS-40 . 2. Anemostat - DM »+ 3. Cames - SKSA (4-way-blow diffusers to have two straps on center cone) 4. Krueger - S '• 5. Titus - TDC-3 1... t` 6. Tuttle& Bailey - ME B. Suspended Acoustical Ceilings as. �,, • 1. Approved Manufacturers - 1 . Air Control Products-KKS,frame T 2. Cames-Model K,frame T 3. Krueger- Model S,frame 23 ,'" 4. Titus-TDC,frame 3 ;.., 5. Tuttle& Bailey-MS EXECUTION - PART III r 1111 3.1 Installation: A. Anchor securely into openings. 6., END OF SECTIOP. N 15 944 ROOF MOUNTED AIR INLETS & OUTLETS r^ GENERAL - PART I 1.1 Summary: .- i A. Includes But Not Limited To - 1. Furnish and install roof vents as described in Contract Documents. c`" ' P. Related Sections - 1 . General Conditions, Division 01, and Section 15 055 apply to this Section. PRODUCTS - PART II ',:;, 2.1 Fabrication: A. Penthouse type of extruded aluminum complete with roof curb to fit slope of roof and 1/2 ;"• inch mesh 16 gauge aluminum bird screen. i ` B. Finish as specified by Architect 2.2 Approved Manufacturers & Models: r„ h` A. Tiered Type- � 1. Model TRE extruded aluminum ventilator by Loren Cook Company, Springfield, " c Missouri Page 40 - 1/15/93 Lee•Rum har rc tects , , • f N. ° 7"I k , , 1 • F7 �IWNIMiYrt,W1YwL,.., .. .-....... ••r .,..r,- , T ...._ J O TlgardiMetzger Meeting House Division 15-Mechanical CO B. Louvered Penthouse - 1. Model RLX by Breidert Co, Little Rock,AR •`,,,, --, 2. Model GLAB by Carnes Company, Verona,WI ' ' 3. Model WRH by Greenheck Fan Corporation, Schofield, WI 4. Model MPH by Jenn-Air Industries Inc, Indianapolis, IN EXECUTION - PART III 0 3.1 Installation: i J. A. Install in accordance with Manufacturer's recommendations. END OF SECTION • .i° - O 15 970 CQNTROL SYSTEMS GENERAL - PART I �. 0 1.1 Summary: A. Includes But Not Limited To - : • ' 1. Furnish and install automatic temperature control system as described in Contract Documents. 2. Furnish and install conductors and make connections to control devices and equipment. 3. Furnish and install exposed raceway (conduit) in Mechanical Rooms. ,t. B. Related Sections- 1. General Conditions, Division 01, and Section 15 055 apply to this Section. 2. Section 15 055 - Instruction of Owner. `11 d 3. Section 15 891 - Furnishing and installing of temperature control dampers. , 4. Division 16- • a. Furnishing and installing of raceway (conduit) and junction boxes, { including pull wires, for temperature control system except as noted above. yf b. Power wirin;.to ,nagnetic starters, disconnect switches, and motors. c. Motor starters and disconnect switches, unless integral with packaged equipment. i , ' ' 1.2 System Description: - A. Design Criteria - 1 . Install line and low voltage electrical wiring, raceway (conduit), and boxes in "''. accordance with Division 16 of these Specifications. 2. System controls shall be single manufacturer's products. 1.3 Submittals: Z A. Shop Drawings- 1. Provide three copies o` shop drawing submittal data for review. See Section 01 • 340 for definitions and procedures. i ....i' B. Maintenance Data- 1 1 . Provi JR two copies of schematics, catalog cuts, maintenance instructions, and • written operating sequence for each furnace/fan system to be included in Operate,-,& Maintenance Manual specified in Section 15 055. - C. Project Record Documents - 1. Provide two copies "as-built" ATC diagrams. i ... PRODUCTS - PART II 2.1 Room Thermostats: A. Programable low voltage type provided with automatic change over feature for both heating and cooling stages, seven day program with two starts and stops per day, and provisions for damper operators. ilee•Ruf1•Stark Architects 1/15193 - Page 41 • • • w,.,.„' '+ • Ali wf....w+w�M�w �.,•�^M,,�g.+�►�pwl!'! ,�y a aM i � i ? r' j I ( I , � Oivislon 15-Mechanical TigardlMetzger Meeting House { B. Approved Manufacturer& Model - (No Substitutes) 1. Honeywell T7300B1003. 2.2 Remote Room Sensor: A. With Push Button, 3 Hr Overide- 1. Honeywell T7147A1002 B. Without Push Button - 1. Honeywell T7047C1025 C. Switch SW-1 - 1. SPDT sub-miniature switch 2. Approved Manufacturers& Models- ' a. Radio Shack'Archer', Cat. No. 275-635A,6 amp/125 v b. Sprague No 05P-111701, 5 arnp/120 vi f, ,y • D. Guards- I 1:4 1. Cultural Center- 1 a. Cam key locking, heavy duty perforated metal. I b. Approved Models&Manufacturers- 1) TGV-16L with cam key locking cover by Shaw Perkins Inc, Now , Castle, PA 2) TE645 (with holes)by Tenco, Gig Harbor, WA I 2. All Other Rooms- a. Approved Models& Manufacturers- I) Plastic clear keyed locking guard with solid plastic base by Beko ' J • BTG-K by Better Engineered Controls, South El Monte, CA 2) TE 645 Metal Guard (with holes)by Tenco,Gig Harbor, WA 3' d 2.3 Safety Controls: 1 '` A. Ionization smoke detector mounted in return air stream. Detector to operate on 120 volts AC. B. Install on systems greater than 2000 CFM. C. Approved Manufacturers& Models- 1. Series 2650 450 ionization type, duct mounted smoke detector, by Robertshaw 2. MS Series ionization type duct mounted smoke detector by Air Products Controls Ltd. 3. Model DH1851 duct mounted smoke detector by BRK Electronics. 2.4 Switching Sub-Base: A. "Fan selector switch" with ON-AUTO modes for each fan system. B. Approved Manufacturer - 1. Honeywell 07300E1001 2.5 Transformer: A. 120/24 volt, 38VA Honeywell AT72D1188 (cover mount) B. 120/24 volt, 50VA Honeywell AT87A1106 (foot mount) 2.6 Damper Actuators: A. E9'doped for Class I wiring. B. Have buil; ire spring return. C. Shall not consume power during UNOCCUPIED cycle. D. Shall 1 not use chemicals or expandable media. E. Electric type. F. Approved Manufacturer& Model- Honeywell M8415A10041 2.7 Conductors: A. Color coded and#16 AWG Type TWN, TFN or THHN (stranded). id. B. Thermostat Cable - 12 conductor or 8 conductor, 18AWG solid copper wire, insulated ff a1'{ with high density polyethylene. Conductors parallel enclosed in brown PVC jacket (No 22 AWG cable allowed), C. Run conductors and thermostat cable in conduit (NO EXCEPTIONS). ID } Page 42 - 1115193 Lee u tar rc teas . i • 1 i 411111101111 ,' `' �. 1 Division 15-MechN cal �asdR�:tzger Meeting House I :.: 2.8 Local Relay (RP-1) Panels: A. Circle A-W Products Co Type A, 16 gauge screw cover, painted sheet metal. Box with '-- cover and knockouts,control module,terminal strips, relay, and transformer. 1. Chapel or Cultural Center Systems- 12"wide x 18" high x 4"deep. B. Obtain pre-built panels from- - ,;' 1. Utah- a. Applied Autcmation, 3186 Washington St, Salt Lake City d4 115 (801..) 486-8791 b. Burke Engineering Co, WO West 2600 South, Salt Lake City 84119 (801) 97....-2030 c. Sabol & Rice Inc, 1834 South 900 West, Salt Lake City 84125 (801) to • 973-2300 2. Idaho- I ' a. Heating & Cooling Distributors Inc, 107 Nonh Phillippi, Boise 83706 • '. (208) 375-4422 3. Oregon 97214 (503) 239 3ortland a. Burke Engineering Co,, 605 SE Grant St, r. 9409 ; b. Industrial Control Co, 1617 East Burnside St, Portland 97214 (503) 233- . 5501 ONO` 4. Washington - a. Burke Engineering Co., 2930 4th Ave. South, Sr-ttle, WA 98134 (206) 292-9181 5. Texas- : a. Industrial Equipment Co, 2622 National Dr, Garland 75041 (214) 271- 5494 6. Pennsylvania - a. Central Atlantic Distributors, 2035 East Glenwood Ave, Philadelphia • 19124 (215) 535-2919 b. Industrial Controls Inc, 837 West Trirdle Road, P 0 Box 693, Mechanicsburg 17055-0693 (717) 697-7555 7. Massachusetts- a. Energy Control Systems Inc, 5 Crescent-Walnut Hills, Woburn, MA . • • 01801 (617) 933-1804 8. Georgia- • a. Stromquist & Co Inc, 4620 Atlanta Road, Smyrna, GA 30080 (404) 794- ;! – 3440 9. Colorado- a. Burke Engineering Co, 525 Bryant St, Denver 802C1 (303) 777-9232 b. Charles D Jones Co- 250 Bryant Street, Denver 80219 (303) 922-0039 116 West Las Vegas, Colorado Springs 80903 (303) 635-5572 e .. c. Valley Controls & Supply Co, 3192 Hall Ave, Grand Junction 81504 1 (303) 434-137.4 EXECUTION - PART III 3.1 Installation: A. Run wiring in conduit. No exceptions. B. Safety Controls - 1. Mount smoke detector in return air duct ci each heating and/or cooling system as shown on the Control Drawings and interlock to keep heating and cooling from r''y operating if detector is energized. a If it is physically impossible to mount smoke detector in return air duct. '` mount in mixed iir plenum as close to return air duct as possible. 2. Interlock gas valves with cooling compressors and supply air tan. ,. — ". Lee•Fluff•eta re eels 1/15/93 - Page 43 j • j • C „H Division 15-Mechanical Tigard/Metzger Meeting House 3. Gas valves shall obtain their electrical :;ontrol power from same circuit as supply wa. fan motor. 4. Check high limit thermostats furnished with heating equipment for correct ;', operation. Gas valves shall close when duct temperature exceeds high limit setting. Perform this work immediately after wiring burner controls. '` 5. Bonnet thermostatic switches furnished with heating equipment shall be wired to ,;, dissipate all heat in combustion chambers. 0 6. Fresh air dampers shall close on fan shut-down, power failure, open fan motor disconnect 6witch, and when thermostat is in UNOCCUPIED mode. 7. Gas burner safety controls furnished with furnace units shall be incorporated in control circuits for all modes of operation. L 8. Control furnace systems with two or more furnaces serving common zone as one unit with twinning kit. Motors shall start and stop together and gas valves operate !'" together. ,; C. Mount remote room sensors 4'6"from floor to bottom of sensor. ifltD. Mount Cultural Center sensor vertically. •.. E. Mount damper actuators and actuator linkages external of air flow. F. Provide fresh battery (Mallory MN1604 9 volt alkaline type or equal) in each thermostat ,a.: and instil ;t custodian in buttery replacement. G. Paste copy of record control wiring diagram on back of relay panel door cover for each twin ,-- furnace system. i,. 3.2 Field Quality Control: A. Field Service - .� 1. Calibrate, adjust, and set controls for proper operation, operate systems and be L..prepared to prove operation of any part of control system. This work is to be completed before prefinal inspection. 3.3 Adjusting, Gleaning: A. Program minimum of one days operation into thermostat's memory function. .... . END OF SECTION r L. 15 985 SEQUENCE OF OPERATION an ' GENERAL - PART I 1.1 System Description: A. Performance Requirements - t..- 1. Cultural Center& Chapel Systems- a Programmable thermostat shall control unoccupied and occupied status ., of fan system based on adjustable seven day program and remote room L. sensor/push button. Fan shall run continuously in occupied mode and cycle in unoccupied mode. b. Auxiliary fan cycle switch is provided by thermostat sub-base and is to be used to cycle fan in occupied mode. c. Adjustable heating and cooling set points shall control space temperature by activating either heating or cooling equipment. i-' Programmable thermostat provides automatic change over between heating and cooling. d. Remote Room Sensor provides optional override of thermostat program P... by allowing three hour timed override of thermostat program at any time by pushing selected point on remote room sensor cover. This shall L. P" Page 44 -1093 Lee•Ruff•Stark Architects L., .,,,,, 44,:''' ' t. • lMr.# 10140.0400,..; '„Lot. I ' r n b4-y*''"t L Tigard/Metzger Meeting House Division 15-Mechanical • e • activate thermostat to occupied mode and system shall control to occupied set point. e. Minimum outside air damper (spring return type) shallopen in occupied • mode and remain closed in unoccupied mode. 2. Classroom System- a. Programmable thermostat shall control unoccupied and occupied status of fan system based on adjustable seven day program and remote room 00 • sensor/push button. Fan shall cycle in unoccupied and occupiod modes. b. Auxiliary fan cycle switch is provided by thermostat sub-base and is to be used to cycle fan in Occupied mode on both heating and cooling. 11111i c. Adjustable heah,ig and cooling set points shall control space temperature by activating either heating or cooling equipment. Programmable thermostat provides automatic change over between heating and cooling. d. Remote room sensor provides optional override of thermostat program by allowing three hour timed override of thermostat program at any time by pushing selected point on remote room sensor cover. This shall activate thermostat to occupied mode and system shall control to occupied set point. • e. Minimum outside air damper (spring return type) shall open in occupied mode and remain closed in unoccupied mode in zones using outside air. STANDARD f. In Bishop's Office and Clerk's Office areas, use remote switch with sensor • in each Bishop's Office. This sensor switch will be used to select sensor in either Bishop's Office to control temperature in zone. HERITAGE HF91-210 g. In Bishop's Office and future Bishop's Office, use remote sensor without push button in Bishop's Office and remote sensor with switch and push button in future Bishop's Office. Sensor switch will be used to select sensor in either Bishop's Office or future Bishop's Office to control temperature in zone. END OF SECTION +. I t i Lee• uff•Stark Hrc facts — 1/15/93 - Page 45 • G'` *AL iitt ‘41114111- m' '^! .AQP `0.M�t '.livIn fri o,,, !; rmropn ,,,000urt'„ til e biy Division 15-Nechar�ical Tigard/Metzger Meeting House • BLANK PAGE ikI viI , I41 I 1 ow I 1 1), II I..D� , o � 1 li 1 f: 1 4 i 1 . r S 1 111a . 4, . ige 46__1115/93 -M - - - - Lee•Ruff•Stark Architects • or!.. :.).,j 1v,, ;T'.4,—** •44. ,. tit ; }.`I t y FIs *i CR+'frm'.tP 0 4.Mt 'N. • T jard/Metzger Meetlnp House Division 16-Electrical • II r. 1 • alVISION 16 - ELECTRICAL 16 050 BASIC MATERIALS & METHODS 16 055 GENERAL ELECTRICAL REQUIREMENTS 16 060 MOUNTING HEIGHTS 16110 RACEWAYS • 16 120 WIRE&CABLE 16 130 BOXES 16 140 WIRING DEVICES • • 16 170 CIRCUIT&MOTOR DISCONNECTS 16 400 SERVICE & DISTRIBUTION 16 420 SERVICE ENTRANCE 16 450 GROUNDING 16 470 PANELBOARDS • 16 483 MOTOR STARTERS 16 500 LIGHTING 16 515 INTERIOR LUMINAIRES { 16 530 EXTERIOR LUMINAIRES 16 600 SPECIAL SYSTEMS 16 632 PACKAGED BATTERY SYSTEMS • 16 670 LIGHTNING PROTECTION SYSTEMS 16 700 COMMUNICATIONS 16 720 ALARM & DETECTION SYSTEMS 16 741 TELEPHONE SYSTEMS 16 749 SIGNAL. BELL SYSTEMS 16 771 SOUND SYSTEM ELECTRICAL 16 900 CONTROLS & INSTRUMENTATION 16 921 TEMPERATURE CONTROL SYSTEM • Lee•Ruff•Stark Architects 1/15193- Page 1 1 .— 4', 4100 • • -.47".— IPA pillilliklOk Ilk /1'ioa—al i . otilk,oatsae iliklio .,;4.‘ . ..-4‘,41, 4 ",. "Illik I Division 16-Electrical — _ Tigard/Metzger Meeting House if BLANK PAGE it ft 1 , .1 1 ,.. ,to Or r- ... It. , . . 41$ r .... ,., ...... d 1..., 1..... ificierfmr-------- —"1"—EFF711iii T•Stark Architects v•- 1-. . , ' 1.11, ,-.L 'i41, * '0' Orlc„'44141100110410! ,..41100..". 44'. *1PP k.14114. IlLAMAIlkl Atiolitti .!_iiii,:.........'. ..,..,',' . • Oyu • .dr • • TigardiMetzger Meeting House _ Division 16-Electrical • • 4 16 055 GENERAL ELECTRICAL REQUIREMENTS . GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- ,, 1. Provide labor, materials, and equipment necessary for completion of work of this ^; Division as described in Contract Documents. 2. Furnish and install firestopping material at penetrations through fire rated • structures and draft stops I B. Related Sections- 1. General Conditions and Division 01 apply to this Section. 4. 2. Division 07 - Quality of fire stopping used on Project. i r 1.2 Submittals: A. Shop Drawings- 1 1. See Section 01 340. ;0 r 2. Submit shop drawings on following equipment - a. Panelboards b. Motor control centers & starters c. Disconnect switches d. Wiring devices . e. Lighting fixtures . ! f. Emergency lighting packs g. Lightning protection equipment h. Fire alarm&detection equipment i i. Signal bell system 41 3. Do not purchase equipment before completion of shop drawing review. B. Project Record Drawings- . i'''' ' i '-~ 1. Provide as required by Division 01. 0. C. Operations& Maintenance Manual Data - 1 . See Section 01 730. . i 2. Provide following information for each item of equipment - *' a. Catalog Sheets. '`' b. Assembly details or dimension drawings. c. Installation, operating, and maintenance instructions. i d. Manufacturerer's name and catalog number e. Name of local supplier. ilf 3. Furnish such information for following equipment - a. Section 16 140 - Wiring Devices. b. Section 16 170 - Disconnect Switches. c. Section 16 470 - Panelboards. d. Section 16 483 - Motor Control Centers and Starters. e. Sections 16 515 & 530 - Lighting Fixtures. f. Section 16 632 - Emergency lighting packs g. Section 16 670 - Lightning Protection Equipment. h. Section 16 720 . Fire Alarm and Detection Equipment i. Section 16 749 - Signal bell system 1.3 Quality Assurance: _ A. Requirements of Regulatory Agencies - 1 1. NEC and local ordinances and regulations shall govern unless more stringent Irequirements are specified. 2. Material and equipment provided shall be new, meet standards of NEMA or UL, 1 and bear their label wherever standards have been established and label service is available. 7 Lee•Ruff•Stark Architects 1115193- Rage 1 - �y..M,.wur..w.-.e..wwn....,...n..+.....-...,...-. .......*•..........,.. ..... ., .P?WMe.:M.w :e..:'Vnn.A rv.FJI.'i'i.,.,N.'4.Y . . .. ... ......n I � J . 71' 1- �I .4 4:•/ ... .«:' 6 t'.yr:,*.` *' '', An, A. •0 li• 9 0 k ,i ' '• « tF:I ?(� ? ".fit,. r., P Division 16-Electrical Tigard/Metzger Meetlnj House ' CO EXECUTION - PART III e t 3.1 Examination: A. Confirm dimensions, ratings, and specifications of equipment to be installed and coordinate these with site dimensions and with other Sections. 3.2 Field Quality Control: A. Test systems and demonstrate equipment as working and operating properly. Notify ;. _"! Architect prior to test. Rectify defects at no additional cc:t to Owner. I O END OF SECTION 41 16 060 MOUNTING HEIGHTS GENERAL - PART I I 1.1 Summary: A. Includes But Not Limited To • - 1. Mounting heights of electrical equipment and components. B. Related Sections - ' 1. General Conditions, Division 01, and Section 16 055 apply to this Section. EXECUTION - PART III 3.1 Installation: A. Unless otherwise indicated, mount center of outlets or boxes at following heights above finish floor- I 1. ATC Junction Boxes - As indicated on Drawings 2. Thermostats - As indicated on Drawings 3. Remote Sensor Outlet - 4'8"to top 4. Condensing Unit Disconnects - Top same height as top of unit • 5. Other Motor Disconnects - 5'0" 6. Distribution Panels - 6'0"to top 7. Receptacles - 18 inches 8. Switches - 3'6" 9. Wall-Mounted Exit Lights - 7'6" 10. Telephone Board - 5'0" . 1 1. Telephones (desk type) - 18 inches 12. Telephones (wall type) - 4'0' 13. Sound/Satellite/TV Distribution System Components - As indicated on Drawings 14. Push Buttons - 6'2" • 15. Bells - 7'6" 16. Fire Alarm Pull Stations - 4'0" 17. Fire Alarm Horns/Strobes - 6'8" I 18. Add fire alarm components 19. Manual pull station-48" 20. Horn/strobe units - 80" B. Refer special conditions to Architect and locate outlet under his direction. END OF SECTION I :i, I r *i li_i 10 RA YVAYS Y, GENERAL - PART I I t1.1 Summary: A. Includes But Not Limited To - Pegs 2 1115193 Lee•Ruff.Stark Architects 1 . ^ .., v .0. 4 .M. . 'l •. ' ,' , 'P ' a.i�;:iN."I t:• * 45 t... 4'-r» �,.; -. ' • ": I ra`tow .11." 00, �" •w +T ,, , a • A. ..roro.•rrn«vwn...........w.du.... .. .. __ .,, .,»,•.. ...v'var. ..aa.e>v+ra+•n va,.cr•ww,R,.r+ixve�w.R^l. ,�b�ti. 10 , Tigard/Matzger Meeting Nouse Division 16-Electrical • • • 1. Quality of material and installation procedures for conduit and fittings used on Project. B. Related Sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. 2. See Sections specifying individual electrical systems for additional requirements. • PRODUCTS - PART II 2.1 Conduit: • A. 1/2 inch unless indicated otherwise and use restricted as indicated by product. B. Galvanized rigid steel or galvanized intermediate metallic conduit (IMC) - 1. Permitted for use in all areas. • C. Galvanized Electrical Metallic Tubing(EMT) - 1. Permitted for use only in indoor dry locations where it is- - a. Not subject to damage. `i b. Not in contact with earth. c. Not in concrete. D. Schedule 40 Polyvinyl Chloride (PVC) 1. Permitted for use only underground or below concrete. 2. Use galvanized rigid steel or IMC elbows and risers. E. Flexible Steel Conduit - 1/2 inch minimum 1. Required for final connections to indoor mechanical equipment, not to exceed 36 it inches with a ground conductor. 2. Also permitted for use in indoor dry locations- a. In accessible ceilings not to exceed 72 inches. • b. Where concealed in walls and inaccessible floors and ceilings with .',,-',0 , grounding conductor run where length exceeds 72 inches. t F. Listed, Liquid-Tight Flexible Metallic Conduit - 1. Use in outdoor final connections to mechanical equipment, not to exceed 36 inches with ground conductor. G. Prewired 3/8 inch flexible fixture whips shall be permitted only for connection to recessed -• lighting fixtures in lengths not to ex:eed 6 feet. 2.2 Fittings: • A. Rigid & IMC conduit fittings shall be threaded and designed for conduit use. B. Compression or set-screw type for EMT conduits. Set-screw fittings shall have steel housings, no malleable iron. C. PVC - 1. PVC fittings shall he PVC type. Use PVC adapters at all boxes. 2. Brush apply PVC cement. 3. All PVC components, (conduit, fittings, cement) shall he from same Manufacturer. D. Screw-in type for flexible steel conduit. E. Sealtite type for liquid-tight flexible conduit. 2.3 Prohibited Materials: A. Aluminum conduit. B. Crimp-on, tap-on, indenter type fittings. C. Malleable iron or cast set-screw fittings for EMT. D. Spray (aerosol) PVC cement. E. ENT conduit. F. Type AC(BX)cable G. Type MC cable EXECUTION - PART III 3.1 Installation: A. Conceal raceways within ceilings, walls and floors except where exposed raceways are - specifically permitted. B. Keep raceway runs 6 inches minimum from hot water pipes. 1 r.-, Lee•Ruff•StarkIrchitects 1115/93 - Page 3 j i i .. �. . 'i..l • lr, ' ' ' +10%.,,,N'f' o("i' p t -„'ar 'lroMn "'ri"O"'t weed-2118100^`^'?”. OP `I j /N ' Division 16-Electrical TigardlMetzger MeetingHouse I I, C. Run two 3/4 inch spare conduits from each panel to ceiling access area and cap so no j foreign matter will enter conduit while not in use. D. Install PVC conduit below concrete slabs and use rigid steel or IMC conduit risers through . slab. , .;„, E. Support conduit and boxes in an approved manner by- ).` 1. Expansion shields in concrete or solid masonry. 2. Toggle bolts on hollovb masonry units. 1 al .f, 3. Wood screws on wood. 4. Metal screws on metal "•` F. Secure conduit with approved supports within 3 feet of every outlet box, junction box, gutter, panel, fitting, etc. Do not space supports further apart than 10 feet. G. Cap conduit ends during construction. H. Clean or replace conduits in which water or foreign matter have accumulated. r .'; I. Install insulated bushings on each end of conduit 1-1/4 inches in diameter and larger. J. Install grounding conductor in PVC conduit. K. Bending of PVC shall be by hot box bender and, for PVC 2 inches in diameter and larger, expanding plugs. i L. Do not bore holes in floor and ceiling joists outside center third of member depth or within 2 feet of bearing points. Holes shall be one inch diameter maximum. 3.2 Prohibited Procedures: A. Use of wooden plugs inserted in concrete or masonry units as base for fastening w: conduits, tubing, boxes, cabinets, or other equipment. B. Installation of conduit or tubing which has been crushed or deformed. C. Use of torches for bending PVC conduit. E D. Boring holes in truss members. E. Notching of structural members. . END OF SECTION „ , 16_120 WIRES & CABLES I : 0'GEGENERAL PART I 1" 1 1.1 Summary: r A. Includes But Not Limited To - is 1. Quality of conductors used on Project except as excluded below. ir B. Related Sections - ' 1 . General Conditions, Division 01, and Section 16 055 apply to this Section. 14- r^ 2. Division 15 - Conductors for temperature control system. E Section 16 741 - Cables for telephone system. I 4. Cables for sound systems specified on Diawings. 1 vt la} 5. See Sections specifying sound anc, telephone systems for additional t requirements. PRODUCTS - PART II r , 2.1 Conductors: J A. Copper. B. Minimum size shall be No. 12 except where specified otherwise. O C. Conductor size No. 8 and larger shall be stranded f i 1 2.2 Insulation: A Conductor size No. 10 and smaller - 600V type THWN or XHHW(75 deg C) ti • r B. Conductor Size No. 8 and larger - 600V Type TH1V,THWN,or XHHW(75 deg C). .. C. Higher temperature insulation as required by NEC or local codes. 2.3 Cord Sets For Ranges: 1 ti ItPage 4 - 1115»3 Lel•Ruff;Stark Architects • , • 44.1110.411110110".. t ,f lc r � ,{ 1 'tin tit '�,:, .,i�*'.4' , r. j ; i Tigard/Metzger Meeting House Division 16-!Electrical ! 41, r: . • Al 1 A. Three conductor, 50 ampere, 4 feet long minimum. 2.4 Connectors: • A. Steel spring wire connectors or pressure type terminal lugs as specified. , L B. Use terminal blocks for tapping conductors for condensing unit disconnect switches. '"" Terminals shall be suitable for use with 75 deg C copper conductors. i 1. Approved Manufacturers& Models- Ir a. Square D LBA363106 III L b. Bussman 16323 .11 -, EXECUTION - PART Ill ' 3.1 Installation: 4 I�'. I A. Install conductors in raceway unless indicated otherwise. 4111 B. Pulling Conductors . a , iya 1. Do not pull conductors into conduit until raceway system is complete and cabinets and outlet boxes are free of foreign matter and moisture. • 2. Do not use heavy mechanical means for pulling conductors. ` :.: fai 3. Only wire pulling lubricant may be used. , i 410f I C. Conductors shall be continuous from outlet to outlet. `'t • D. Make splices for conductors No. 8 and smaller with steelspring wire connections. Splice li larger conductors with pressure type terminal lugs. E. Route circuits at own discretion, however, grouping of circuits in homeruns to panels shall be as shown on Drawings. F. Where common neutral is run for two or three home run circuits, connect phase conductors to breakers in panel which are attached to separate phase legs in order that ' neutral conductors will carry only unbalanced current. Neutral conductors shall be of same size as phase conductors unless specifically noted otherwise. ' G. Run conductors of different voltage systems in separate conduits. . ' H. Conductors size #10 and smaller shall be colored throughout. Color code conductors as follows- 1. Black Phase A 2. Red Phase B 3. Blue Phase C °., 4. Green Ground 5. White - Neutral. END OF SECTION t • 16 130 BOXES p;': GENERAL - PART I a' I 1.1 Summary: A. Includes But Not Limited To - ° 1. Furnish and install outlet boxes as described in Contract Documents. ' t. 1B. Related Sections- • N• , 1. General Conditions, Division 01, and Section 16 055 apply to this Section 1.2 Sequencing & Scheduling: A. Coordinate loc, tion of outlet for water cooler with Division 15. i , B. Coordinate loca,'.,1 of outlets which are intended to be above or adjacent to millwork with r, Division 06. PRODUCTS - PART II ' 2.1 Outlet Boxes: h;, A. Galvanized steel of correct size and shape. • B. Provide metal supports and other accessories for installation of each box,. 1 Lee••Ruff•Stark Architects - 1/15/93 :Vila y • ; , ,f a. •. .. ° e 1, t r V v- Division 16-Electrical Tigard/Metz ec�r Meeting House C. Equip ceiling and bracket fixture boxes with fixture studs where required. D. Equip outlets with extensions as required to bring box flush with finish surface. `d EXECUTION - PART oil 3.1 Installation: A. Boxes shall be accessible and installed with approved cover. ' ' B. Sectional boxes shall not be used in concrete. C. Locate boxes so outlets are not obstructed:Jy pipes, ducts, or other items. D. Install outlets flush or 1/4 inch maximum .sehind finished surface and level and plumb. E. Boxes for switches shall generally be :ocated within 6 inches of door jamb. , F. Properly center single outlets in each room. Where two or more outlets occur, space I"" .. them uniformly and in straight lines with each other. p L , Y' ',"' O END OF SECTION Q 16 140 WIRING DEVICES ';, GENERAL - PART I 1.1 Summary: ..`,` A. Includes But Not Limited To - 1 ,I. 1. Furnish and install wiring devices complete with plates as described in Cont act Documents. • 2. Furnish and install cover plates for sound system devices. ' , B. Related Sections - it • 1 . General Condit'ons, Division 01, and Section 16 055 apply to this Section. ,. PRODUCTS - PART II 2.1 General: A. Faces shall be nylon where available r: B. Devices of single type shall be of same Manufacturer. C. Devices are listed as Ivory. Use Ivory devices on light colored walls and brown on dark I walls unless di-ected otherwise by Architect. '' 2.2 Switches: NEW BUILDINGS A. Rectangular face designer style 1 Approved Manufacturers & Models- ' ' a. 20 amp, single pole • 1) Hubbell - 21211 2) Leviton - 5621+1 3) Pass& Seymour - 26021-1 .,"1 b. Two Pole- ' , 1) Hubbell 21221 2) Leviton - 5622+1 f 3) Pass& Seymour - 26022-I �.. c. Three Way- J' 1) Hubbell 21231 ?,; ', 2) Leviton - 5623+1 ' 3) Pass& Seymour - 26023-I r d. Four Way- ‘.. 1) Hubbell - 21241 ,411 2) Leviton - 5624+1 w-. 3) Pass& Seymour - 26024-I e. Pilot Switch - �.. 1) Hubbell - 2121 PL fn" k F' age 6 -111003 ra Lie•Ruff• tar lic tails p-. 1 Ir# 4, 1 yt 0.z r +` ,1;y� � �,:�.,. i �: F, + 7 '+iIV1l� ll } /►.a..n—.,.r-,.....,...,...s-.r..ti.�re'•�+�'�•,rAlr .-_4..wwl�/y� Awr�+�...r.u...w— . 1,...0 . ,;�,. ., , I v ^H.i 4:�. ' 4 �', ',*•."-',,Y,}yR^ "•'''. ''' mar ,r,,1 Tigard/Metzger Meeting House Division 16-Electrical ve t 2) Leviton - 5628-2+1 3) Pass&Seymour - 26029-1 tt A. Timer Switches- 1,. 1. Approved Manufacturers& Models- rr a. Exhaust Fans, Rest Rooms& Mother's Room- 1) 0-15 minute, no hold position. II 2) Intermatic FD15M 3) Tork A515M T b. Exhaust Fans, Serving Area - ,� 1) 0-60 minute, no hold position. 2) Intermatic FD6OM 3) Tork A560M ' t c. Electric Wall Heater Timer Switches- il 1) Intermatic FF46H sM. 2) Tork 506H B. Dimmer Switches- ,. 1. Vertical slide control with faceplate. 2. Preset, ON-OFF switch, 1000VA 3. Approved Manufacturers& Models- ' a. b. Leviton - 81000-I Lightolier - MP1000-I , c. Lutron - NTV-10001 "i d. Pass& Seymour - 91180-I 12.3 Receptacles: , . NEW BUILDINGS , '?4',I A. Rectangular face designer style. 1. 15 amp, specification grade, back& side wired, self grounding. t• 2. Approved Manufacturers & ModelsII .. ,r' ° a. Hubbell - 21521 b. Leviton - 16262-I c. Pass& Seymour - 26262-1 B. Range Receptacle 1. Approved Manufacturers & Models - a. Hubbell - 7512 , b. Leviton - 5206 I c. Pass& Seymour - 3855 C. Ground Fault Circuit Interrupter- 1. Approved Manufacturers& Models - a. Hubbell - GF53521 b. Leviton - 6899-I I c. Pass& Seymour 2091-S-1 2.4 Telephone Jacks: A. Approved Manufacturers & Models 1. Hubbell - C141 2. Leviton - 40649-1 , 2.5 Plates: A. Standard Cover Plates - ; 1. Nylon or high impact resistant thermoplastic. . 2. Color shall match wiring device. ,4 3. Ganged switches shall have gang plates. " 4. Approved Manufacturers - i,' a. Hubbell b. Leviton c Pass& Seymour i, i Leo•Ruff•Stark Architects 05t93 -Page 7 I • ! •i ry , 1 MB I yy 1.--- . , • 1 4. Division 16-Electrical Tim lLMetzger Meeting House • B. Weatherproof Receptacle Covers • 1. Complete with corrosion resistant plate, spring lid cover,and weatherproof mats. 2. Compatible with GFCI receptacles- fi 3. Approved Manufacturers& Models- a. Hubbell - SCI-GFR b. Leviton - 4990 c. Pass& Seymour - 1591-WP • 2.6 Occupancy Sensor: A. Complete with sensor and combined relay/control transforn•er. , . • B. Approved Manufacturers& Models- I 1. Tork - PC1OT 4D 2. Novitas- y' ' a. Sensor - 01-003 b. Relay/Transformer - 13-011 _ 3. Lithonia - a. Sensor - LUS-500H b. Relay/Transformer - LUS-PCS I r EXECUTION - PART III 4 3.1 Installation: A. Install devices flush with walls, straight, and solid to box Q . ,,.. END OF SECTION 16 17 CIRCUIT MOTOR DISCONNECTS I GENERAL - PART I 1 • 1.1 Summary: A. Includes But Not Limited To - l 1. Furnish and install disconnects as described in Contract Documents. ' , r B. Related Sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. PRODUCTS - PART II r 2.1 Disconnects: ;., A. Heavy duty quick-make, quick-break type, non-fused unless indicated otherwise. B. Fuses - 141\ 1. Fuse fused disconnects with dual-element time delay fuses and equip with E. rejection type fuse holders. L 2. Fuses on Project shall be from single manufacturer. t3. Approved Manufacturers - 7f'. a. Bussmann b. GEC Alsthom/Cefco `� l c. Gould/Shawmut i '. d. Littelfuse C. Provide interlock to prevent opening of door when switch is in ON position. D. Provide means to lock switch in OFF position with padlock. E. Disconnects for motor circuits shall be horsepower rated r "• v • F. Disconnects for furnace fans shall be manual starter with thermal ovsrloac', relay. Provide L • ' ;1' overload relay to match motor full load amps. G. Enclosures - 1. NEMA Type 1 or, where required to be weatherproof, NEMA Type 3R. i;, H. Approved Manufacturers • - 1. Same as manufacturer of Project's main panelboard. ■ ,. Page 0 - 1/15/03 Lee•Ruff•Stark Architects ,,, i.-. . 4 • 'w . , ... •• ...i,. , .. ..,..:,.... ....-..o....,..,.•.:-, „y.'1fN!' M",M'.}.1�*.,95 iR: .`.,:r.•aW':`X'wpNNNrM.I.'. w".....,.,. ,\ { . T w1JMetzger Meeting ee' House Division 16-Electrical END OF SECTION i 16 420 SERVICE ENTRANCE iGENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - - 1. Furnish and install service 63 described in Contract Documents and as required é by local serving agency. 2. Complete cost of service. B. Related Sections 1. General Conditions, Division 01, and Section 16 055 apply to this Section. 1.2 Sequencing & Scheduling: A. Coordinate with serving agency on all items, especially service entrance fittings, meter sockets, and C/T boxes where required. END OF SECTION - 4. T., 16 45Q GROUN.INC GENERAL - PART I f 1.1 Summary: A. Includes But Not Limited To 1. Furnish and install grounding for entire electrical installation as specified below ' and described in Contract Documents. • a. Electrical service, its equipment and enciosures. b. Conduits and other conductor enclosures. c. Neutral or identified conductor of interior wiring system. d. Main panelboard, power and lighting panelboards. e. Non-current-carrying metal parts of fixed equipment such as motors, starter and controller cabinets, instrument cases, and lighting fixtures. ' f. Sound system - See Section 16 771. { B. Related Se.;tic ns - ' 1. General Conditions, Division 01, and Section 16 055 apply to this Section. • 1.2 Sequencing & Scheduling: , A. Coordinate wi h Division 03 in installing grounding conductor and p. .cing concrete. Do not allow placement of concrete prior to Architect's inspection of grounding conductor } installation. • PRODUCTS - PART II 2.1 Components: • A. Size materials as shown on Drawings and in accordance with applicable codes. y ] B. Ground Gond Jrtors - Copper with green insulation or bare. C Make ground ng conductor connections to ground rods and water pipes using approved bolted clamp!.of bronze or brass designed for such use. EXECUTION - PART III 3.1 lhsthilation: '-- A. Grounding connection to main water supply shall be accessible for inspection and made within 6 inches of point of entrance of water line to building or ahead of dielectric, if used', on meter side. ", I I. t.• Tee7Ruff'Valk Architects — 1/15/93 age9 ,1 f ,t A A II Tigard 1A. !Meeting House Division 16 Electrical _ •• • 1 B. Provide concrete-encased electrode system by embedding 20 feet minimum of #2/0 - bare copper conductor in concrete footing, 2 inches minimum below concrete surface. Extend#2/0 copper conductor to main panel as shown on Drawings. 1 ' C. Ground identified grounded (neutral) conductor of electrical system on supply side of main service disconnect. D. Pull ground conductors in non-metallic raceways, in flexible steel conduit exceeding 6 , - fee! long, and in liquid tight flexible conduit. Use same size ground as phase conductors • j' ., w up through #10 AWG. Use NEC Table 250-95 for all others unless noted otherwise on Drawings. 3.2 Field Quality Control: ,o , A. Inspections- t* 1 . Notify Architect for inspection two days minimum prior to placing concrete over a• grounding conductor. I ii li END OF SECTION 16 470 PANELBOARDS 1 GENERAL - PART I I 411 1.1 Summary: A. Includes But Not Limited To - • 1. Furnish and install panelboards as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. PRODUCTS - PART II 2.1 Main Panelboard: A. Minimum in.'grated equipment short circuit rating of 22,000 amperes. B Multi-pole breakers shall be common trip. ' i C. Enclosures - 1 . NEMA Type 3R enclosure and locking door if installed outside. 2. NEMA Type 1 enclosure if installed inside. D. Minimum dimensions of 36 inches wide by 8 inches deep. E. Rated for use as service entrance equipment. F. Make provisions for future breakers where spaces are indicated on Drawings. .t G. Approved Manufacturers - 'i 1. Type PRL4B by Challengers 2. EE Line by Cutler Hammer 3. Spectra Series by General Electric t' 4. SPP by ITE/Siemens 5. I-Line by Square D 6. Pow-R-Line 4B by Westinghouse 2.2 Lighting & Distribution Panelboards: A Minimum integrated equipment short circuit rating of 10,000 amperes. B. Plug-on or bolt-on breakers. Multi-pole breakers shall be common trip. C. Cabinets shall be locking type with no exposed latches or screws when door is closed. Key panels alike and provide minimum of three keys. r- 0 D Minimum dimensions of 20 inches wide by 5-3/4 inches deep. 6.... E. Use equipment from same manufacturer as main panelboard. F. Approved Modois - p"' 1 . Type PRL1 by Challenger Lr 2. Type PB by Cutler Hammer j. Type AL by General Electric T w.. Page 10- 1115193 Lee•Ruff• �t re leets • ' 1... '' c " ' r w P • * i. +K s' eitiA 4M1 .... • w4.. • t R 'i,r, c i idialwamf l�kk t tR1,„.„,:,..,'t,ilr . ,• / - - �11�Y,�hw1M�*w11M•M'n1v1"+4►r-we1�YR�M1'nit�l�wa'.N^ . v l.... ' l. :n )4P'• ''''4,'!':'''' :ill •.,•• Tigard/Metzger Meeting House_ Division 16-Electrical • 4. CDP-7 by ITE/Siemens 5. NOOD by Square D • 6. Pow-R-Line 1 by Westinghouse EXECUTION - PART III 3.1 Installation: . A. Identify panelboards and each breaker in main panelboard with laminated plastic name plates with engraved letters. Attach with screws. B. Provide typewritten circuit schedules in lighting and distribution panelboards to identify panelboard and each branch breaker. , . I END OF SECTION 16 483 MOTOR STARTERS GENERAL - PART 1.1 Summary: "` • A. Includes But Not Limited To- + i 1. Furnish and install motor starters and thermal units as described in Contract 1 ^-i Documents, except those furnished as part of packaged air conditioning equipment. B. Related sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. 2. Division 15 - Motor starters and thermal units part of packaged air conditioning equipment. . i _ PRODUCTS - PART II ` 2.1 Motor Starters: A. General- - a 1 . Enclosures shall be NEMA Type 1 or, where required to be weatherproof, NEMA • Type 3R , . 2. Starters shall be full voltage magnetic type rated in accordance with NEMA standards, sizes, and horsepower ratings. • 3. Each starter shall include 50 VA control transformer rated 208/24 v. Fuse as required for class 2 wiring. 4. Provide auxiliary contacts as required by Division 15. 5. Include overload units in each phase of each motor. These may be either netting alloy, dual element thermal,or solid state. B Include for Single Speed Starters - '1,,1. HAND-OFF-AUTO selector switch 2. Red run light. • C. Approved Manufacturers - 1 . Same manufacturer as Project's main panelboard. ' EXECUTION - PART III 3.1 Installation: A. Size overload units baser) m nameplate full load current of actual motors installed. B. Install each overload unit so catalog number is visible. END OF SECTION i 16 515 INTERIOR LUMINAIRES ' GENERAL - PART I uff•stark Architects — — 1/15/93-P ge 11 , ee• W• r � d . ,_ ,; ' 1 '04 '° '4* ? 'a' `10.t . . ^'!Ilt.441014,110, ` „t "441:'.,,,,.0:1' `4.+'' },' f':;a'A. ` *.s' ,,' l'' '.. • Tigard/Metzger Meeting House :,.•,3 Division 16 Electrical ` • 1.1 Summary: i . A. Includes But Not Limited To - 1. Furnish and install lighting system as described in Contract Documents complete 1 with lamps. B. Related Sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. ., 1.2 Sequencing & Scheduling: 1 A. Coordinate with Section 09 500 and 09 100 to obtain symmetrical arrangement of fixtures in acoustic tile ceiling. B. Coordinate with Section 09 900 to ensure that light coves are properly painted before fi`'. installation of light fixtures. Mb PRODUCTS - PART II 2.1 Lighting Fixtures: A. See Fixture Schedule on Drawings. .. 2.2 Fluorescent Ballasts: A. HPF, RS, P rated with CBM certification and sound rating A. r,r- B. Energy s,ving type with ballast voltage matching sys',...a voltage. C. Approved Manufacturers& Models- —. 1 . Advance - Maik Ill 2. Universal - SLH 3. Valmont - Val-Miser 2.3 Lamps: A. Approved Manufacturers - '" • 1 . Sylvania 2. General Electric 3. North American Philips EXECUTION - PART III 3.1 Installation: ,... A. Do not locate incandescent fixtures in closet or storage areas within 18 inches and fluorescent fixtures within 6 inches of shelves. ''- ' B. Securely fasten fixtures in place in accordance with NEC 41O.1E(a) & (b). Sr-cure Cultural Center, Chapel, and pendant fixtures to structural members. C. Where recessed lighting fixtures are to be installed, provide openings, plaster rings, etc, of exact dimensions for such fixtures to be inserted in openings. Terminate circuits for recessed fixtures in an extension outlet box near fixture and connect with specified 6., • conduit in accordance with Contract Documents• . D. Where fluorescent units are shown installed end to end, provide suitable connectors or ' collars to connect adjoining units to anpear as a continuous unit. E. Do not install light fixtures in light coves until coves are properly painted. END OF SECTION '4 16 530 EXTERIOR LUMINAIRES I • GENERAL - PART I 1 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install exterior lighting system as described in Contract Documents except for concrete bases for light poles. B. Related Sections - 1 1 1. General Conditions, Division 01, and Section 16 055 apply to this Section. 2 Division 02 - Concrete bases for light poles and installation of anchor bolts. •, 1 t • Page 12 1/1113--- Lee.Ruff•Stark Architects I • $ `` yj µ k• +0" T}''' ''U�",` SNA" L ' ,i A—,0.4„`! d , � ' $ ' 't1 1' • ,!...rrl.iYtenrr n:a,.n.....tw.w.r,..w.,v.-„..... ......• .,..,...�;,rw»rw.s.,:,.aag5+rat,xx4r+vse+aurenw..at..w.,am•w.n.»,.,:...,,.,..,...._.., .... 1r ri+Mir •.• r.. r 4�+�c„fi. ,' . i,,t54wq: , ' p , : •. II, 44. .4 Tigard/Metzger Meeting House Division 16-Electrical ' y� ` ,” tt •': ",`yr•'!4a 1.2 Sequencing �- Scheduling: �y; ' A. Coordinate location of anchor bolts and conduit in concrete bases. ;' , '1 PRODUCTS - PART II ' •F4;•;y,,, ' • 2.1 Parking Area Fixtures: .'° '+}' . A. As indicated on Fixture Schedule. 2.2 Conduit: 1#1'7;'' •,,,,,, . 1 A. Type PVC as specified in Section 16 110. y,,•a a B. Do not use direct burial cable. '°'''' .- . 2.3 Exterior Lighting Control: ). 1 A. Time Switch- 1. Standard 24 hour dial time switch, 120 voltsWO 2. Approved Manufacturers & Models- _ a. Intermatic - T100L b. Tork - 1100-FL1 .1 c. Paragon 4001-00 B. Photo Cell - — 1. 120 volts. . 2. Approved Manufacturers & Models- a. Intermatic - K4121 --- b. Tork - 2101 c. Paragon CW201-00 C. Lighting Contactor - 1 . 120 volt, 20 amps, 4 pole, NEMA 1 enclosure • 2. Shall be same manufacturer as main panelboard. • 3. Approved Manufacturers& Models- a. Challenger - 4104CA 1401 (Provide) . • b. Cutle . vl,nmer - CN35BG2(Two) c General Electric - CR260L-21 EA22 d. ITE/Siemens - CLH1B4212A806 ' _-- e. Square D - Class 8903,Type LG-4G f. Westinghouse - A202S1 DA EXECUTION - PART Ill 3.1 Installation: A. Bury conduit 2.4 inches minimum below finish grade. B. Install time switch and contactor inside building to control parking area lighting. C. Locate photo cell out aide building under soffit and away from any light source and direct _. sunlight. D. Wire photo cell and time switch in series to control lighting contactor for photo cell ON, ,. Time switch OFF ope-ation. — E. If hinged light pole bases are used, install to miss major landscaping elements and permanent obstructions when lowered. -- END OF SIECTION '' 16 632 _ PA_QKAQED_BATTERY SYSTEMS GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To- 1 . Furnish and install fluorescent emergency lighting packs as described in Contrect • — Documents. B. Related Sections - Lee•Ruff•Stark Architects 1115193 - Page 13 11; fi , I �1 Ar/lnMill! l?4Wv , 1 � 1 641.111 1t Division 16-Electrical Tigard/Metzger Meeting House • 1. General Conditions, Division 01, and Section 16 055 apply to this Section. 1 ` PRODUCTS - PAM' II 2.1 Manufactured Units: A. Able to operate one lamp at approximately 20 per cent output for 90 minutes minimum. B. Battery shall be long life nickel cadmium type. Charger shall be capable of full recharge in 24 hours. • 1 C. Unit shall be complete with charging indicator light and test switch. D. Approved Manufacturers& Models- 1. Bodine - B70A I 2. Chloride - CFP-4 3. Lithonia - PS-500 4. Universal - 8400 EXECUTION - PART III 3.1 Installation: ' A. Install fluorescent emergency lighting pack in ballast channel with charging indicator light and test switch mounted on fixture end, or visible and accessible through lens. ' B. Wire so unit can be tested with lights on. C. Wire so lamps in normal mode are switched off with other lighting in area. Connect h1fr emergency lighting unit to unswitched conductor. liborrI END OF SECTION ti V 16 670 LIGHTNING PROTECTION SYSTEM I GENERAL - PART I cil wi 1.1 Summary: I 4) A Includes But Not Limited To 4. - 1. Furnish and install lightning protection system for steeple as described in • Contract Documents. B. Related Sections- " 1. General Conditions, Division 01, and Section 16 050 apply to this Section. 1.2 Ouality Assurance: A. Regulatory Requirements •• 1. Perform work in accordance with latest edition of Lightning Protection Code } (NFPA 78) and other local governing codes. ,, 1.3 Sequencinc, & Scheduling: i ,°t A. Coordinate with finial and steeple fabricator, PRODUCTS - PART II 2.1 Components: +t • A. Cables- I • 1. Smooth weave copper(minimum 32 strands of 17 gauge) a. Quality Standard - IPC#32S. B. Ground Clamps- '' 1. Bronze for 3/4 inch rod !Iiii a. Quality Standard - IPC#28U. C. Ground Rods 1,1 - 1 . 3/4" x 10' copperweld ilii a. Quality Standard - IPC#579. D. Bonding Plate - 41,:4 1. Bi-Metallic for connection to aluminum towers r a. Quality Standard - IPC#A183. f'' 2. Bronze for connection to steel towers Page 14 - 1115/93 Lee•Ruff•Stark Architects lir ., �, �, y� (yam ray I I L, TlgardNetzger Meeting House Division 16-Bectrical fa • a. Quality Standard - IPC#238C t .. E. Pressure Cable Clamp- 1. Quality Standard IPC #297A. F. Copper Cable Fastener- 1. Quality Standard - IPC#121A 1 G. Approved Manufacturers- 1. AC Lightning Security Inc,Maryville, MO 2. Independent Protection Company (IPC), Goshen, IN 3. Robbins Lightning Protection Company, Maryville, MO 4. Thompson Lightning Protection, St Paul, MN si 0 El EXECUTION - PART III 3.1 Installation: ' - A. Drive two ground rods on opposite sides of building at least 10 feet away from building or , , any part of building. Drive each rod until top is a minimum of one foot below finish grade. B. Install cable as shown on Drawings. Connect cable to ground rods with ground clamps. C. Install lightning cable with continuous horizontal or downward course, free from down and i, up pockets. D. Radius of bends shall not be less than 8 inches and never tighter than 90 degree angle. E. Install cable supports every 3 feet along run through building using specified cable 41110 +. iiit fasteners. END OF SECTION 16 720 ALARM DETECTION SYSTEMS GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install alarm and detection system as described in Contract . ., ...i, il Documents. 2 Furnish and install raceway, conductors, boxes, and miscellaneous items required for complete system. B. Products Furnished But Not Installed Under This Section - 1 . Door Plates for door hold/release devices. C. Related Sections - w wf.: I 1. General Conditions, Division 01, and Section 16 055 apply to this Section. �, 2. Division 06 - Installation of door plates for hold/release devices. i 1.2 System Description: A. System shall be zoned, supervised, non-coded automatic fire alarm system consisting of - ccntrol panel, power supplies, alarm initiating devices B. Style'A' (Class B) initiating device circuits and Style'W' (Class B) indicating device circuits W'_ including end-of-line devices. li C. System Operation - 1. Operation of manual station or automatic activation of any smoke detector, heat detector, or sprinkler flow device shall - a. C--.,se system evacuation horns.to sound and lamps to flash. b. Indicate zone in alarm on contrcl panel. 2. System shall return to normal when operated device is returned to normal and • control panel is manually reset,except elarms may be silenced as specified below. 3 Alarm may be silenced by switch in control panel. a. Ring Back Feature - When silenced, this shall not prevent the resounding of subsequent alarms if another zone should alarm. lei.•Ruff••Stark Architects 93 age 1 . . . L • Division 16-Electrical Tigard/Metzger Meeting House 1 4. When alarms are silenced, zone indicating red LEDs on control panel and remote annunciator shall remain on until operated device is returned to normal and control panel in manually reset. 3. Green pilot LED shall normally be on indicating that system is receiving normal power. Failure of normal power shall cause this LED to extinguish. 6. Amber trouble LED and trouble alarm, operating together, shall signal trouble condition. I. ' al a. Following conditions shall signal trouble condition - 1) Failure of normal power. 2) Opens or short circuits on indicating circuits. r` .SS 0. 3) Disarrangements in system wiring. 4- 4) Control panel circuit board removal. ' 5) Ground faults. -- . b. Trouble silencing switch shall silence trouble alarm which shall be arranged so trouble LED shall remain lit until system is restored to normal. `" As ring-back feature, trouble alarm shall resound as reminder to return �- silencing switch to normal position. 7. Supervisory LED, separate from trochle LED, and alarm, operating together. shall i signal operation of supervisory device. Alarm silence switch shall operate in same manner as trouble alarm. 1.3 Submittals: __ A. Shop Drawings- 1 . See Section 01 340. 7- 2. Shop drawings shall be prepared by authorized factory representative and include - . a. Single line diagram of actual system. Typical riser diagrams are not acceptable. b. Complete wiring diagrams. . c. Manufacturer's original catalog data and descriptive information on each piece of equipment to be used. B. Manufacturer's Instructions - 1. Provide instruction manual which explains what is to be done in event of various ' indications. 1.4 Quality Assurance: A. Regulatory Requirements - L.. 1 . System shall meet approval of authority having jurisdiction (AHJ). 2. Equipment, devices, and cable shall be UL or Factory Mutual listed for use in fire "` alarm systems. PRODUCTS - PART II 2.1 Components: A. Equipment and accessories furnished under terms of this Specification shall be standard products of single manufacturer, or include written statement by Control Panel Manufacturer confirming coinperibility of components and inclusion of these components under system warranty. 400101,,- — B. Centro' Panel- w- "'i' 1. Meet requirements of UL Standard 864. 2. Solid state modular design with flush or semi-flush mounting. 9. 3. Control functions shall be behind locked door with annunciating devices visible through door. Single key shall operate all keyed functions in system. Provide three keys 4. Each zone shall he electrically supervised in accordance with wiring style r specified. L f 5. Provide integral surge protection. 6. Make provisions for remote annunciator. r.. Page 16 - 1/1-57§r-— Lee•Ruff.Stark Architects • d' i4 ;,f 4,40 4'-, ii. 10 4, .. I ,4w,r 're vripor Hirsoo ),r -' , jY 1.4 ,, ' t..4 �ard/Metzger Meeting House Division 16-Electrical e 1 .. 7 • ,i Mitis 7. Make provisions for connection to off-site alarm notification system. Provide -, , , separate dry contacts for alarm and supervisory/trouble alarms. 8. Power Suppl; - a. Provide green LED indication of normal power supply. b. Loss of normal power shall activate trouble alarm. c. Meet requirements of and size in accordance with UL Standard 1481 and ' H NFPA 72. '„ 41111 d. Include standby batteries, charger,and automatic transfer equiprnent. 9. Visual Annunciation- • a. Separate indication on each zone for alarm, trouble, or supervisory conditions. . b. Visual indication:hall be by LED lights or other easily identifiable method. c. Zones shall be permanently custom labeled by zone name, not number. . .� d. Fault or trouble condition on any zone shall not affect any other zone. 10. Audible Annunciation - IOW a. Provide separate and distinct alarm signals for alarm and trouble ,, conditions. 6..i b. Provide alarm silence switches at control panel. • c. Trouble alarm shall be integral to control panel. d. Supervisory alarm may be same as trouble alarm with separate visual , wi ' annunciation C. Alarm Initiating Devices- 1. Duct Detectors- ' • a. Furnish by mechanical. Connect complete to fire alarm system. 2. Manual Fire Alarm Boxes- a. Non-coded and double-action requiring two actions to initiate alarm. 7 Breakable glass type are not approved. • 6.1 b. Box shall mechanically latch when actuated and require key to reset. Key shall match control panel door lock. D. Alarm Indicating Devices- 1I1 . Combination Horn/Strobe - • a. Wall mounted flush or semi-flush. b. Non-coded audible output of 90 dB minimum at 10 feet. c. Integrally mounted flashing light unit with block letters 'FIRE' and :ash ..,,i rate as required by Authority having jurisdiction with minimum of one flash every two seconds. —, d. Comply with UL Standards 464 and 1638. 2.2 Approved Manufacturers: A. Autocall r.., B. Fire Control Instruments(FCI) C. Honeywell D. Notifier E. Simplex F. Edwards EXECUTION - PART III • 3.1 Installation: ' A. Install fire alarm and detection systems as indicated, in accordance with equipment • manufacturer's written instructions, and complying with applicable portions of NEC, NFPA • and NECA's"Standard of Installation". B. Install wiring, raceways. conductors, electrical boxes and fittings in accordance with Section 16 050-Basic Materials and Methods. C. Label zone indicators on control unit indicating location and type of initiating device, i.e., MANUAL, AIR SYSTEM SMOKE, etc. Labels shall be engraved plastic laminate, or other permanent labelling system as supplied by Control Unit Manufacturer i ' DieTriari Stark Arch-netts —` 1/16193 -paged j . 5 � 1 11 Al* 1. ,. y ` y ,,. ''':.f..... ' , ' ,,, , ', .';'44/1004t,liptikt, wi,,,,*, • Division 16 Electrical TigardlMetzpr Meets House ' D. Install wiring in raceway. Minimum raceway size shall be 3/4 inch. Fire alarm system • conductors from different zones may be combined in common conduit. Make certain that ,; raceway size and wire quantity, size, and type is suitable for equipment supplied and is '" within NEC standards. Label pull and junction boxes"FIRE ALARM". • E. Install conductors, and make connections to duct smoke detectors. 1,. F. Loop wires through each device on zone for proper supervision. Tee-taps not permitted. + G. Provide dust protection for installed smoke detectors until finish work is completed and '' 411 building is ready for occupancy. H. Protect conductors from cuts, abrasion and other d, mage during construction. r -, 1 I I. Minimum conductor size shall be 14 AWG unless ot,-erwise specified. J. Do not install ceiling mounted detectors within 3 fee' of air discharge grills. Coordinate L. 41 with other trades as required. K. Post copy of wire identification list inside fire alarm panel door or other aria a,:rnscible to fire alarm service personnel. ;,,. i L. Provide electrical power to fire panel. al 3.2 Field Quality Control: P.- A. A. Tests- 1. Provide factory trained representative to perform complete system testing in L. presence of Owner's representative and local fire department personnel upon completion of installation. • a. Test each initiating and annunciating device for proper operation, except . • fixed temperature heat detectors. % b. Test operation of trouble annunciation on each circuit. r~ c. Perform complete testing of control panel functions. • B. Manufacturer's Field Service- 1. Instruct Owner's representative in proper operation and maintenance procedures. END OF SECTION 16 741 TELEPHONE SYSTEMS '� GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1 . Furnish and install building telephone raceway and cable system as described in .'' Contract Documents. 2. Furnish and install main service raceway as described in Contract Documents and to comply with telephone company requirements. 1-.0 B. Relate° Sections - 1 . General Conditions, Division 01, and Section 16 055 apply to this Section. f 2. Section 16 140 - Telephone jacks and plates 3. Owner - Furnish and install telephones Fr le' 4. Telephone Company - ! a. Fumish and install main service cabl b. Terminate building cables at terminal board. PRODUCTS - PART II i- 2.1 Components. A. Telephone outlet box shall be single device box. B. Building Telephone System Cable - '6.- 1 . ..1 . 22 gauge, solid tinned copper, three twistec pairs. 2 Approved Manufacturers ,,r'" • 'Page 18 - 1/i5/93 - tee•Ruff•trek Architects • li .•r".`gWrK cel ' d. 1 , ... .....1..m."1.1 .17, Meeting House ' '' OW a. 8742 by Belden b. M13003 by Manhattan . Size raceway system as follows unless otherwise directed by telephone company. 1. 1/2 inch conduit for one outlet. 2. 3/4 inch conduit for two and three outlets. 3. 2 inch conduit (minimum) for telephone entrance (underground). ION - PART IIIatallatlon:. Install main service raceway as directed by telephone -ompany. Leave pull wire in raceway. B. Install telephone terminal board as indicated on Drawings. w C. Install raceway and cable from terminal board to each telephone outlet unless indicated otherwise on Drawings. D. Terminate cables at each desk outlet with specified modular telephone jack assembly. e. E. Leave adequate slack cable at terminal board for termination of each cable run. • , END OF SECTION . 16 749 SIGNAL BELL SYSTEMS 416,1, "I , GENERAL - PART I 1.1 Summary: — A Includes But Not Lin iited To- 1. Furnish and install signal bell system as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. . s, PRODUCTS - PART II 2.1 Interior Push Button: A. I20v, complete with plate B. Approved Manufacturers & Models - 1 . Edwards 821 or equal by 2. Simplex 2.2 Exterior Push Button: A. 120v, complete with plate B. Approved Manufacturers - 1. Edwards 852 or equal by 2. Simplex ' 2.3 Bell: i A. 4 inch, 120 v, vibrating type '� B. Approved Manufacturers & Models- 1 . Edwards - 340-4N5 `' 2. Simplex - 4090-25 '' 3. Tork - TA 340-4N5 END OF SECTION 16 771 S OND SYSTSII_E_L_Ec itc-AL GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - se• u iar rc leets 1/15193 - Page 19 I ' 14Cr '. f3 , 's .. T...^.w. _...y.- .7...,^ I� �r ,,,y� s.. ssM...fwmT'M.w �M •1r-"*.Pre .. .- .. ,.,.,-r . ,.... ,..t+!w'I., Phil' Division 16-Electrical Tigard/Metzger Meeting House '°.y A, . r. Mf; t", 1 . Furnish and install following items as described in Contract Documents. a. Raceway M b. Metal equipment cabineS and control cabinets �"' r ' c. Metal speaker enclosures L °, d Fittings , i, ' e. Control relays r- taw' f. Sound system cables i tIt'' g. Outlet boxes �" , B. Related Sections- r P ' 1. General Conditions, Division 01, and Section 16 055 apply to this Section. I"" • , 2. Section 13 376 - Furnishing and installing of sound system by Church approved �,,., I +1I installer end not to be included as part of work of Section 16 771. PRODUCTS - PART II I ., r 2.1 Components: A. As shown on Drawings from following manufacturers. No substitution without approval of writter. request submitted to Church approved Project Sound/Acoustical Consultant. 1. Alpha Systems - (801) 255-2631 •.i 2. Alpha Wire - (201) 925.8000 t 3. Atlas/Soundolier - (314) 349-3110lb' 4 Belden Wire - (317) 983••5200 5. Carol/Columbia Wire - (401) 724-9605 I ` J 6. Home Inc - (314) 486.3111 7. IWE (Industry West Electronics) - (801) 226-1000 8. Lowell - (314) 781-9058 9. Manhattan Wire - (914)967-8000 `1 +• 9. West Penn Wire - (412)222-7060 B. Control Relays for Sound System Power ! ik - 1. 20 amp, 120 vac minimum load contactsI. t 2. 24 vdc control coil. 3. NEMA 1 enclosure. 4 Relay and enclosure shall be UL listed as an assembly. 'f. 4: w., 5. Approved Manufacturers - a. Square D Class 8501 Type CDO6-V53 with Class 9991 Type UE1 enclosure. i ti b. Allen-Bradley 700-HG45Z24 with 700-HN120 enclosure. c. Equal as approved by Architect prior to bidding. See Section 01 630. C. Control Contactors for Pulpit Motor- 1 . 9 amp, 120 vac minimum load contacts 2. 24 vdc control coil 1'. 3. NEMA 1 enclosure '' 4. Contactor and enclosure shall be listed as an assembly. I 5. Approved Manufacturer- ) a Square D Class 8502 Type PDD2.10EV53 with Class 9991 Type PDG-1 enclosure. j b. Allen Bradley 100-A09NZ243 with enclosure. c. Equal as approved by Architect prior to bidding. See Section 01 630. it . 2.2 Cable Marker Labels: A. approved Manufacturers - 1. Brady v 2. Equal as approved by Architect prior to ridding. See Section 01 630. EXECUTION - PART III 3.1 Installation: • A. Mount duplex receptacles and control relays in main equipment cabinet as shown on Drawings. Tide 20 - 1/15/93 Lee o Ruff•Stark Architects ';' . i ..-.. • 0,' •• , 4fai•A I 't 44'I'�t'' 4,M ^ • :'di..,+.'Y ,JR'is'•+,F.* ,? iu.. . i„,, , . „ . • (;0 .'' i .,0,,' y+. ',"fr ,; ,4 1, s;� f:r j t �410 :,,,,s40.0.00, W�. 40 .7,+ w► , f 4' Tigard/Metzger Meeting House Division 16-Electrical 1 . p B. Label sound system cables at each end with cable markers. 1 C. Do not splice cables. ,i D. Extend cables 5 feet at each cabinet location outlet and 18 inches at other outlets. ] E. Run microphone cables, speaker cables, and power conductors in separate conduits. F. Run separate green insulation #10 AWG ground conductor from main electrical t panelboard ground to main sound equipment cabinet. Use no intermediate connectionsi ,),. O or splices between panelboard and cabinet. Connect at each end. G. Support metal speaker enclosures from structure or ceiling suspension system. H. Mount control contactors in pulpit. IEND OF SECTION 0 16 921 TEMPERATURE CONTROL SYSTEM CIO GENERAL - PART I 1.1 Summary: A. Includes But Not Limited To - 1. Furnish and install raceway for automatic temperature control (ATC) system as described in Contract Documents. B. Related Sections - 1. General Conditions, Division 01, and Section 16 055 apply to this Section. 2. Division 15 - Temperature control system components, conductors, wiring, some exposed conduit in Mechanical Rooms, and installation. 1.2 Description: A. Conduit up to electrical box serving items of ATC equipment is furnished and installed under this Section. Conduit from electrical box to individual pieces of ATC equipment is furnished and installed under Division 15. The exact separation of responsibility is shown on Drawings. PRODUCTS - PART II 2.1 Components: , A. 4 inch square ATC junction boxes in Mechanical Room, concealed conduit for ATC 7 system, and single recessed device boxes for thermostat outlets to meet requirements specified in Section 16130. EXECUTION - PART III _.. 3.1 Installation: A. Conduit may be exposed in Mechanical Rooms. Mount other conduit concealed. B. Mount remote sensor outlet boxes with long dimension vertical. i C. Mount thermostat outlet boxes with long dimension horizontal. END OF SECTION 41 id.l i r:1 I Imo' 'iw,.',1 : t,- r oomilik... i „ E Lee•Aufi•Stark Arciiitets 1/15/93 - Page 21 ---- . ar l '1 r gib ' rA. ... ' i „W h ,, _,.„.,••••$00141#11t: F ._ . • ; I Division 16-Electrical 11 aetz et%%elf House ; - II I t'in CLANK PAGE ff 4 .. lit. 1 a • • • ) 9 4 11:1 I 1 : 11111 . • L wr, ... L } .- ,. I I I ,4 I • ,tft , . :• .. 1 ' I 151iTh - 1/15/93 Lee. Ruff'Stark Architects * I i, . II, .4Ak' 1,4 i e . . .. .... . . . . . . , . • . . . ,.. . . t• , ' lilipiwli ,' ' • , A ' Siti* ftelitoblria' ' ittleP ' ' ' ' +.. • 7, Or4" , bitir. i' ps i ' , ; � ti Ye ' l ':a • ' WALKER/DILORETO/YOUNIE, INC. ' !4, J► 1 CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE, 0360• PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 ci '1v', STRUCTURAL CALCULATIONS ' '`' PR.NCIPALS FOR ROBERT A. WALKER WARD MEETING HOUSE FOR D%LEJ ' I)ILORE`O WADE W CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS - .: • ,, 'OUNIE SW DAKOTA STREET LIC ENSED P.E. A iiZONA TIGARD, OREGON CALIFORNIA ' C JLORADO H AWAIII IC AHO JAM) 1993 MAINE • MICHIGAN r MJNTANA ' N.NVADA �?? ,GC`I �'r-. N cW MEXICO j '-.:. ' N.W YORK ';:'• t\•�\ OREGON TEXAS lc WASHINGTON WISCONSIN ' 1 WYOMING `CJ J6�{' I�.&/611,0: EG ::t}...._.........y t I.' Dil°� p 1�3'1�`•'�3 • ,'i :'c DESIGN & PARAMETERS: 1991 UBC ROOF LOADS 30 psf DL , 30 psf LL Plus Snow Drifting Per UBC Appendix 23 � I, ACCESS MEZZANINE FLOOR LOADS 15 psf DL q. ,I •'0 psf LL "d WIND 80 MPH, EXP C (UBC) ' ''' SEISMIC ZONE 3 (UBC) i?' DESIGN SOIL PRESSURE2500 psf MATERIALS: '.ONCRETE 3000 psi @ 28 days REBAR fy = 60,000 psi. STRUCTURAL STEELASTM A36 / . SAWN LUMBER Douglas Fir 4#2/U.O.N. GLU-LAM 24F-V4 Simple Span 24F-V8 Cantilever & Continuous Span 1. TABLE OF CONTENTS: '0 ROOF FRAMING RF-1 THRU FF-7 'fir • • FLOOR FRAMING FF-1 COLUMNS C-1 THRU C-3 I FOUNDATION FND-1 LATERAL ANALYSIS L-1 THRU L-9 i4 , , TRUSSES T-1. THRU T-1 /4 4 APPENDIX. . .. 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MONTANA == 5 - NEVADA NEW MEXICO p �;'1 ORF_GON NEW K D'v CC ? f 'ISM cA MI TEXAS _ ., G- GG WASHINGTON I " WISCONSIN WYOMING — �_ i'TO i , I ` — �: ♦ ■ 43 siA, ''.P (NG a" 444_ -t " Itr_ ' , -.7.41/P___ _ - _ri. - umi arm all ril A ° ,r_ A' I -� $ _ :3- - yL" — = , f A6) •%"-°• 1 2,ref_ 1 or- _14 NI, A - 44,__#______O. iir ill L..._. ..... i [ Ma= -- �AVi man r �,--_,_ ,,• _ _ „,.. h.- _ ' ____ - - I _Ir- ��,3 C1, s � {2?,dto�;��21re 2► #, EaeiTS{ oz. ci. (f A ' --N - Aoki_ 119 PANA P.: ,h. _____' .__L • 1 ._._ 1 , •N ► �89 -� - Il v A" Lj� L' _, t 'a U�- I I � - C•P0(A•1t ICG -`"L I � 1 rO ..j'. ----*—Ir I I I _-�_ _ te _{I . 1 1 1 7II - I ) 1 o "r„ 71 hhr 9. 1 . : . WALKER/DILORETO/YOUNIE, INC, `' 11 Ili CONSULTING STRUCTURAL ENGINEERS 8420 SW MACADAM AVE,#360,PORTLAND, OREGON 97201 503/768-3930 FAX 503/768.3929 T,r,C f�,� Job No. Sheet No. " Job _ /27f--' �� G S H Client Date 12--3-92 By ' ■ _ - ■ PRINCIPALS - - -- —■■ ' IS , ROBERT A. � }},� ' . 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T F ,, 4 ,. t iti,a I,i'!1 W ', }, F)'31 1 °-44',5.7,4 ,1, 54, }el') U i J , a •i ,t $.h , fi�� t4r i "i�d a '`tt Vhli y!fiN• ) t�"N rfi.',� '• �'4i . ,4 4 N of Y +4 S:4' I i t •. t 4 t C Y xt 1q }ti ,tF`� ilp L ,4 4 •,i'7 i'l i0 �u'f Iti t�� : kr VO, r••'N4') 1 •. , i '' I 4 ( W tyh v 6' , M \ t F �t r '',.i., �I .:4, �' "i+'4;4 �'J `' a ito.,w! yln. .,,,;.:4, I � + 4.,' ,ti ,.,,.:,,,t',',,'1,^4 •I"r'., c b 1 e I y I"' ',?1,,,, •, '7:. 'i :4.'4' ' t - 4 • ( yry t N'0,14.1,',1 ali t ��ror �t is/� " ' m t i, # 4. . { WALKER/DILORETO/YOUNIE, INC. • / CONSULTING STRUCTURAL ENGINEERS k 8420 SW MACADAM AVE,4360,PORTLAND,OREGON 97201 503/768-3930 FAX 503/768.3929 Job LDS TiG>4P-D Job No. Sheet No. 7 _ , Client Date X2-3-%2 By 3JI ■, PRINCIPALS 4 r- I- 4D ROBERTt_ H srup YV �.. ►s0 ,,,A,_ ., WI ■ 111111I DALE J. I ' . 1 DILORETO — �" ..G�, —r c of Pre:i - l ,f x �i • ltrL _ - • . IIII • WADE W. r n YOUNIE m _',___1_14_, =.l ; 44 . = 2'372 a' I _ 1 4-, -�' : f� .' ��/. 4 Z .2 -s �1= :S_ . _ • 1ffill • �� ■ , _ '' 3 ,Pa ... r l� ■ ■■ '3(fi g ■ . ■I■■■ ■ III ■ _ 117!1 ■■ la- - __!._.a 11111111 la��r� , , - , kJ, 72, , s 2 '2 a 'iiii s 1 5/' III ..rinimi ._c _,.." 2,x,7(1i33) ,LfiEto) 2oI 7:,±1_ ',K • ' -r - Wk sib ■■■ 1.2-- ,., _. S 2 - I,_' I 1 w -' -G,33 2■ I /Is' �� 1111I , �bel,33( , . 3�,g % v as 1 1 a =AEI a -~ 1 Ns IN I a ■■ -� - - L- , .4 1 - ■■ ■ i . Ill r( 12 a, - .. • .- L,‘, Pj1ceTI la c1.4 ' , - '� tIMs L4 � qtEt±ie,P,w,1/4-k- . j' 414 is ' jri ., 2 _ lig (ewl'F4(‘; j "i I tz....„ � ' =:,61 _ ia. !__a_±.-- 1 77`� �✓� ' __a _ l _ — ' i III i „ . . i . /2/±n1.....(111'1247.1?... ✓; r�1 „. :ate•,--.. ,�. - i' e *s•w+.�Y•.nr.,nn�+•.a.+.^+ sw 1�. "`J ��yy��c s.�!� star6 A. 41' '44 '° ' 41#4+' '. ' '' 4 * 410.00 •��`F``..r' p•}',l+ •1 ,yy=::yN�Y i,I syp..' i, ,,'�h4 ''04`.♦I er Wt`•. #, , l WALKER/DILORETO/YOUNIE, INC. , CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 1 Job LJ) 71 Al,L) Job No. Sheet No. Z- $ Client __ Date )2-:.2.1-92 By CS/+ PRINCIPALS — . i..---... 11111I III ccIIg....... I I 1 I I 1 ROBERT -A ',„!.:_h/ '!'7.$ .4 ,. L_ N WA DALE J. . III • 1 DILORETO I � /� y .yam IWADE W. . r!'2iiog_- L� it -- i 1 / / id�. I MIZEIMIIIIYOIJNIE iI �' _ �l7r ©P III _ IIILIT ,,, Mr- 111111191 rsi3 �7III rf 1111 2 -cep__ s 4 _'ice 1 s or�_ _ _ 111 MI X19 �- ' ' J iii _.-•7-f*C :" 2 1 1 ''. -64- INN , 6,.. s i. s z.- --7 :5 irml 44 Ell III ■ _I . INNi i Iftli _, _ i jTiELjUili1U { ME x7E eng.hopere � ` i¢ -Z hc. = 12 ' -- 2 ' , .4 --- u[�_. . 4 ; .- , ' °2 .47- liall - " --- IIIIN ...s-- SI .4., 5 7 :5 I . ill 2 iii . 1. ,. = .p. • -0)1 ... „, " 7.1?,,g r :111 iris” - 'to! ri I I - a =III 1 1 01=4- trim, A 1 GM, -. 6'/// '' a • ,'C5 , e. 4, • r __5 _ _0. , /4 ,• 9' _` , _ r=, , A ii 1 '..ash s�- _ / '' w is 'a-r c'/'o.-U_- 1111 t _ • __i_ ' -- +— Z ,R r W.1;c .- I"_G 4, 1t ItNft, al ' G. edil, I - /, __I . ._/ S • a X2 7T �L 1 p f T ll rj3: !r • ti 1 II . 4. 0.4 5.0 5,5) r -.4 . , ',4 1 - - 17 . I � • + -,_ i=It,I +4; F'�-_1, »r iii _. - ,0 /3. ,i , yet { • , • WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS ''` li 6420 SW MACADAM AVE,#360,POFT'LAND,OREGON 97201 503/768-3930 FAX 503/768-3929 • • Job �+% 77(Sci P Job No. _ Sheet No. 9 Client Date 12-- 15 -92 By GS ft ' H I t NM —If MIME , , . ,, PRINCIPALS �/_- I _ �__-I P. • _ MEP WALKER ' y. �G� I/ _ _. 1111111 ' DALE J. ��/I ' �I ..._.. .- � ' •,r� DILORE WADE WTO In i✓ •p! __. &i _ ��.. A. �� ••, • YOUNIE .i� Ik t.37::•, i��// h 5--��F7 •.. ,� �, m� ■ •, ,I rRis s - -� aim �iaUN E.. m■ 1 � jig /T�vs 4 .M '111NR!!alk NI t--... lm 0/4 ,W rNp, ll .07711412 I D 4r- PO_ 6► -. .__ . 7 _ -_,., /' •. , 4, : ' -,� 2 , _ !!ii■ IuIII Il f• F; - -_ - - - lII� ILII II `. — _ � - �� III - -- U1111111111 -• ' + Ell III...__ __ _rR 5 ROOM. Mil pH.. r . &. III IIIIII , . ,A,p._ n - o, . USED _I_ -!., i- • ' ■ .f , ,,,. -„� -.lir.-1t 4. 1111[0.JI. s. - e- r 1 : d r!! ■ !!!m UN !!! !! r r-r r-r r•r .r•�'1 r-r _ to WI a LC OL w I,.3ilr-_ nig:11�[1['G ■ . - I II ! ' _l- - -- -- t 01 STEEPLE A.AILS i1 G� y �� I —M plin I w –/, EiJ � Ab L l IN �- ,. ..ti /, ci Al's lin -F1.4111111 II" I' I _ 1,24b �, 376b1 2,51 eW .*. N ,1-- I ieta , II ri2v ,-.-..a _ _J..�_ : . _ 1 - I �1 I C /3 ih - A/ 'ti-177 iE r w ■ uirill��iw !1I ; IIIII _ TsarIn . ' -'--• ,1 ll i ill , ,, IjI _--! NINNI ' 4' --_- t---_---2, - _•- _ = r ■ _!! III I t 1 �� _� : !! ■ �� -- �, I! 1111111 _��■ NN � I t III i i / ■ Mill � I ■ ■ y_ — ►i I � , _ _ _ III 1111•111111111 ... _ A , orli wayWALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS CIO 8420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 513/768-3930 FAX 503/768-3929 ,Job U:4= 176IRD Job No. _ Sheet No. FND-/ Client Date 11°- -1--?27- 1_ 1_7_:::7 Z-9-9� By Gey 1 f 1_ I _ _ I01 PRINCIPALS -n/ I ROBERT A - FO I N S - dsII-� 13G.6, 1 p g,,,pR ; Z,�C.0 -_ CALE J. �,___ f 1 -- - ! DILORE WADE WTO A P, _._I..ae!'V .!r% .Po C4 ) (b02___LoS *LAC - _`_--. ' / t JG YOUNIE ■ iii (Al11 .._'_fL-# a/ (_e"ne)//) i Illt_ 4_ /9-xv , 1 I • SPREAD FOOTS JOB: LD r/I2t) Fy: 60.00 ksi F'c: 3.00 ksi SOIL: 2500.00 PSF REF: PCA SIMPLIFIED DESIGN PG. 7-7 LOAD B d STEEL NUMBER OF BARS kips ft in. in/ft #4 #5 #6 #7 10.00 2.00 4.47 0. 18 1 .75 1 . 13 0.80 0.58 15.60 2.50 5.58 0.20 2.50 1 .61 1. 13 0.83 22.50 3.00 6.70 0.22 3.37 2. 17 1.53 1 . 12 30.60 3.50 7.82 0.25 4.35 2.81 1.98 1.45 40. 10 4.00 8.95 0.27 5.48 3.54 2.49 1. 83 50.60 4.50 10.05 0. 30 6.71 4.33 3.05 2.24 62.60 5.00 11. 18 0. 32 8.08 5.21 3.67 2.69 75.50 5.50 12.28 0. 35 9.54 6. 15 4.34 3. 18 90. 10 6.00 13.41 0.37 11. 17 7.21 5.08 3.72 105.50 6.50 14.51 0.40 12.87 8.30 5.85 4.29 122.60 7.00 15.65 0.42 14.75 9.51 6.70 4.92 140.50 7.50 16.75 0.45 16.70 10.77 7.59 5.57 160.00 8.00 17.87 0.47 18.81 12. 13 8.55 6.27 /-f , 4 IPe,.� - II IMO _. is U__ e.trE,Ik _ 2! melffl / €1 • : 1111 11111 fi1 'I'gin • lAr -_ ( 3: # 111 __divrile 44e.. Jpe kv ""1 o 4 _2. G. A "T 2 -gam 1 I A/ .� i' _.12.46-7:'21111 __ ' / '� N IM I ■r ._ , iiia 4 M, w .r' / • • '' r' WALKER/DlLORETO/YOU�IIE, INC. ''qqa},, , 11• CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 Job LDS TI UP.iz r Job No. Sheet No. T't Client Date i-/4 -?Z By .1444 i I -- - 1 t . I I fey Vr I 1... 1 i PRINCIPALS -. i CO ROBERT A. WALKER 5'-s IN• ya' 54* 3 9• - . DALE J. _ TRUSS TR-T NOTES: ,DE W. ' I 0 I. TOP ClIORD LOADING: I ''r *, WADE W. -- LIVE LOAD • 30 PSF 12 YOUNIE DEAD LOAD• 20 PSFNNOTE: 5 3/!�— I 5— �° / BOTTOM CHORD LOADING: ALL .•CBS ARE © / •--- LIVE LOAD • 0 PSF UNLESS NOTED OTHER- ---- sG I DEAD LOAD. 10 PSF WISE 4 LICENSED P.E. 2. SEE DIVISION 08 190 OF rr ♦ - '— SPECIFICATIONS FOR SPECIALS / i//1 w' ARIZONA OWNER'S INSTRUCTIONS TO SPLICE 01 - (A CALIFORNIA __— TRUSS FABRICATOR AND FOR -_�� 4 � - w 1 --- I COLORADO STRESS GRADE LUMBER TO 2.6 TOP --------<I 13,...„.>,..-----,c,O 7 W ...•,Q BE USED CHORD O 5 •?� •- IDAHOHAWAII r•r a•r \ IDAHO �k> n �. V, • MAINE P� //RV • ` Ci--- N ` MICHIGAN /�- MONTANA //��; / 9 �� ' . ` NEVADA TRUSSED / Cr / `C \ I. NEW MEXICO BLOCKING 1701 LOAD DIAG I201 •('q1 it' v C� _ 'Ai \ AT TR.!. t NEW YORK SEE VS-7 4W/O7/M �- `." • OREGON Q A - .//�� , � ��,//�..�e� T , I TEXAS 'T \ i WASHINGTON , i/ V .�C.-J ., A • WISCONSIN j 7/ /� i0-------- !) WYOMING 4 }- f% / �// • - -I 111�1�� ' ■r- / ``•�• SPLICE i ��SSI-•=S ��d•(.. V sr. �•<& X40 %4 2.6 BOTTOM 1 ~ �' 3 CHORD , ,9 lilt _ Z` 4 3 3/ f w•rTr I/1• I V '-Q BIT.__. _ _ ro ---# TRUSSED RAFTER TR-1 SCALE. OW I'•0" •�i iii L- - Russ I 1uu Russ VANNt- . tom._ .i . _ �� 0 01 7 _. 0.s- /a:as u i mi . 1 ......._ __._ - 2 __ 0 3,67._5R� In _!p.691 _ us 3 s, -`k X41 MEOW i.. i_ L M _ H._ 1 II-of.._.. 8,01 , _.4MEI j 1 �� 41 5 .II.94... 8,43. , SR _ / t s�. ...s.3_, I _.__ 4. III t _ °" : ■a i_,iso_ r o- --_ �I 15 , *, .i.,, , . -I. •� 1.______ -. MEM isM� E� USEON MOE H ' iii I I ,?,,. .a . It) . __.,_�_ �■■ I , , , IE 4i , , _ _- ► _�__. ! ■ ■ ,, ,, , ; Ili mini - ,Aq__, .., ,,,, , NEN im , ., ,, ., ,. .. ,,,i, L' A �'4 I•I ; . ilti „ , ; • • ' l' ' U I ' r ...,,, oisA re'StB!*sofI.t :4,1044'nei `-rr Ps.,r,rw... .. ,r ,-. ,..,,,,r, WALKER/DILORETO/YOUNIE, INC. %UlI CONSULTING STRUCTURAL ENGINEERS ',� . �� ,'' 6420 SW MACADAM AVE,#360, PORI LAND,OREGON 97201 503/768-3930 FAX 503/768-3929 Job LQ Job No. Sheot No. T-2 ��"4 Client,_ Date 9-14-11_ By . LP I PRINCIPALS VS , ; - `, III A. i WALKER I ' A�I f - C— ■■ II DALE J. S7AI l __ �' - _ -' DILORETO • 4 WADEI �■ - YOUNIE I. 3 � _� LICENSED P.E. a I �••_,— u ARIZONA � i I -� wir CALIFORNIA 4 s'-.-.-• -- --- -' , L a COLORADO HAWAIII S _ _4.4_._. 7 IDAHO G -� _.Z__,_!_:.,11,`�— ' '/ t 1 MAINE MICHIGAN _ MONTANA 7 1'.. 1 I - ■. _. I • NEVADA ■■ ,,o NEW YORK EXICO IIINEW - OREGON TEXAS , •• •• _ — , WASHINGTON Wtro I' t•-• WYOMINGWISCONSIN .Z 7- - r 9ii :iur A.11,. IA 13,,x1/IV s T' T41 ik t 1 ;ii, Illi _ — si....4 . • _ i . , - imiii• 41 4. N 11, 1 07, ..kioP c rar I" ' I -�'�� -� 1 I 1.. C1 mil I r , ,s � 1 #� -1 .,_ ... .., , iri I • __— _ I - I11 ,rr..1,...ja, •U . I ; 't. rR"- { 1 1 , i , 1I 1 ' 6 ,w..70.-r M ,t_ 4410' N us.. + >; h g',ri't:�q� �' 444"hi til' ,, " i ', ,,,,Vy,1:$ r`f, .'..1.•,010'.+ 1 s t w y DfWALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS ; CO) 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 Job 1-Ls r16A.kit • _ Job No. Sheet No. -1-'3 Client Date 1-1R-91 By -,\I-P• PRINCIPALS ac \ ROBERT A. I j _ NIM GuMN0l1011e A.9,and C correspond to Douglas Fir .1.. ..._„.:1 es, CO WALKER Select 9tnlCturai,01,and#2 respectively. Other lumber species and graces which_ DALE J. TR- c r ■ meet or exceed the specified stresses for a given classification may be used. - DILORETO `I a - WADE W. -__r__ ■ 2x4(nominal)Members- -'`�1":�'T #/ #2 0 YOUNIE i ■ as T�.vcr .....Q._ SE.... j Fb(repetitive). 24aoPsi eon>tsi 1650 pe! LICENSED P.E. w ■■ Ft 12eo psi 10. o psl 9.so psi ARIZONA _" Fv 4s psi h5F'Si 75 Psi CALIFORNIA � I ._ _ •---i Fc ParalFc lel Perpendicular G�SPSi azSPsl 4,2!5*PS; _ COLORADO { 16oOF6i IASo1sj IOOO ii HAWAII! E 1,700,000 psi 1,700,000 psi 1,600,000 pal IDAHO • ""-'" ! 2x8(nominal)Members- MAINE Fb(repetitive) .D ,0 pal 17,o)sl 4E0 _ MICHIGAN x Ft erpsrxllCtlt �w (I's Psi - 4 Ps; I oao ps; 6sb S, ' MONTANA ( I Fv SS �i Ry PS, NEVADA r ■ Fc P Gas'Psi 67C N.�, 7v r GHd M, Fc Parallel /90o /;so Ps,' /0�r, p.,• OREGONNEW RK MEXICONEW a1. — E - 1,700.0 r r MI 1,7,00.001)Dsl 1.;00,000 MI, -....--"— OREGON �� y+,i'ei _ . _ as I i I WASHINGTON // yp WAS Nb:N I =b,t..;-,(1-2 -,_jet'L- EINE ■■■ ■■■ WYOMING ' z3136# ' t ■■E ■ ■ ■■ ■■ ,,,.7-- 46:1' - _ ■E■ ■ ■ ■■ ;_ I, 4.1a7,. r 7: t.(4,_ . ■mama■ mama■ 4A,A , - 'a-i_ _ ■■EINE■■ masa■ 1 ' K .i , ,, , .. �� 7,00.11,:\N 1 " lisimmiroulinims.4,1iii, 1 , ■■ E ■■■ cs,.... -0,-. - --__ p...1, ii =IHi.b[Qt.,X7.e, %Y ,1. I + Ij i ..... �i.":.."0.7---=.-- !011a__ � . us ass ■■s ■ I r,___ 1_ f c r ' /fL3/ x ie s2,_, ri7X--- . MIN , I___L MI I f I 1 H i BfOr C HC5ft N . c,,,,, * . , . .1 111111 _1 III I _ g.- s'(/ .--78Ii'LI ■ Iau i P= 1135-. T ___.■a ■■ E _-. _ 1 MI ; _t___H , -:-/.9,1115 = 11?, 7 /At ■■ III III GcgM �, a _ .,.../.. ')<� 1 non 4t', I }I • l , /i, .. ` ,r, fle WALKER/DILORETO/YOUNIE, INC. )14 , Illir CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,#360.PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 Job LAS nC,Ae-n Job No. Sheet No. T- ,,r: Client . Date 7--/$-41 By J!.P fry. �_ PRINCIPALS i.�K`_I.AS/(0 �atLtj,_ 1 _j--I •r ROBERT A. I 1 I w WALKER �__ _ DALE J. DILORETO _ fJIIIII WADE W. - --1 YOUNIE LICENSED P.E. /�I . C 3 CAL FOORNIA f214t4iSO 17:1 7.e ..i J.)34l l'sl I _ ,- -__.. -, _. - COLORADO S I I I HAWAIII I —L [� IDAHO �._ qq , MAINE I ___ t /4S 1 a. ' _L�.�I d MICHIGAN ..� *9 /B,� Y w. b � 'Is MONTANA Gs() U NEVADA ._.__._-_i I NEW MEXICO NEW YORK i OREGON pp,,�� w A, TEXAS r - W. : '. -' Tf 41 le I e* WASHINGTON -- WISCONSIN 114 X. WYOMING ' - - - Mr _ _.__, 1 1 1 1 , .„ ei4,71\ ..4_,Ltift. i Ai= a'674 ono , 111 � I __ . I _.Mme" 1 ■ __ ■ ■■■■■ ■■■■■■ f ■ - i ■■ ■■■■■■al 1111.1111111111111111111MMIEll ..ii t ,„ , _ �e ' I ■■■ I .-- _. 1111E1111 .- I -1----- ' -- ■■ I 111111 ,. ,. ,. . 4. 4 . , 4liP •T I j 0.0fl4Yrri'so,,I'. • WALKER/DILORETO/YOUNIE, INC, • CONSULTING STRUCTURAL ENGINEERS • • 6420 SW MACADAM AVE,#260,PORTLAND.OREGON 97201 503/768-3930 FAX 503/768-3929 • C Job LDS G(4Z-Q Job No. _ Sheet No. 1 -- Client_ — Date 9-14.4 . By .ILP - i1Ij 1 ; PRINCIPALS ,.__ II20-6 1/r } . ROBERT A. - WALKER 5'5 1/r 5`! 5-r —{r--- i 7r r T DALE J. TOP CHORD DILORETO J 1 22.5 PLF L.L. + IS PLF D.L. 1 r M WADE W. «— BOTTOM CHORD _ I 0 12 / YOUNIE ✓ LO PLF L.L. a 7.5 PLF D.L. 1 NOTE: 5 3/8 f T 0 II ALL WEBS ARE 2.4'S '/211111. UNLESS NOTED OTHER- C) -1,„:‘1 -21 9121/FT. WISE LICENSED P.E. lig -- ARIZONA N'/ SPLICE-� ,'/` G `` r1 { CALIFORNIA 1 , ��`t� �j \ /X o I M COLORADO I 6 LOAD DIAGRAM „r}; , 1 HAWAII, 286 TOP CHORD �1<� tJ .,A r ILUMBER CLASS• A IDAHO NOTE: LOADS AND STRESSES IFICATION R 8,47-A ell i MAINE ARE FOR ONE P1.5 OF TWO- // 1/��` \ /41) . MICHIGAN ,---1- PLY TRUSS. TR-1 FORCES ARE /r MONTANA 1 i SHOWN WHEN THEY ARE F,� • • I .• NEVADA _. GREATER THAN TR-IA FORCES. c / .- . , `+ " 4.1 NEW MEXICO —TRusseO BLocl<INc C) - r / u �� r mi NEW YORK At TR-I. SEE v CTREGON r/s- `.,A �� K ,ice/ TEXASilk ,-,/ �� rY ` /��' �\y,� .� WASHINGTON ®sIM. .(.:1„,--_, WISCONSIN �'�/ WYOMING — - - 1 N C� %�� *IiV ,(�A ^7 ■ ♦ S%, �� I • SPLICE T 13 j.� 6. l �... \y,� �\el 2K6 BOTTOM-- _ (/ CHORD, LUMBER A 4) - —� Q -� CLASSIFICATION B ■k , yl 3./1- . � T-6 IN { err" I 5'0" 6-0" — ..._ r .-I. .-■II■ a 51MPSON LST20 OR EQUAL .t EACH SIDE OF DOUBLE TRUSS TRUSSED RAFTER TR-1A , 1 FT STEEPLE. SEE SHEET EPL ■ ROOF FRAMING AT STEEPLE SCALE:'f�• 1'-0" r AND LOCATION OF TR•IA'S +� _._.- 1 T I i . 1 . QI 13 -3. 5. 76 _ If i_i___,,,,,,E �. F._,a I. o f ■■ /� 1 Lot/ 13._ 47 - - ,� 5 29 5 am I5 `4).04 d_ L ,,,,t A6,434. S IL9 .8. 3..i___i 17 .____ �z•s _,Z. I , .f ? r►ME+l4 . r0.@._ )0t. 18 3/.s'� 2.¢3 2._ - /84 J I X13. ■■ I .2 . 3 ._. e -gQ,s ia. ■■ _. zo z0. IIIIII zY .S .-- 4 - 9i _ I0. .2 ._X1,' IG.(p ._.._�--�. I._ _ I - _ - •344 1111 ■ —+ IIS 12�. o_3 8•y3 —.. z 3 0 s _ __ ,ki I 118.01 _-1---L_ _ '• I 44 w - 3. v./ /-1'S �_ I `, I I 1 . - „„,,,,,t4„..,, • . — ._ro...RWx.....7....111,o3rfrWrIFw330/ TAI1 ......... r''. .. . fir �`,,4- ' r •..!.",•,' If �'�6 /'.. • /^ W tt' 1 u lT ,r,? .-'•i ,'‘'..':,.4,'',, I 1.1:.'....„0.A. n.1M1tFl �1r "1 r ltp1 ,..,-0011,;,,,,,,,4i,r ^ 1fr i ir+,, i h 5$4t,I ,4,,,4‘,;7.0 w i r,., ° & • 04'. - . .,,,,.;,6:.., a .'.r•14; t..,T.'4', r,% iy�ory,y}rl Iy Ir ' t °a =.4d1' i'. .t.; µ ;• 4 " 1i.., aKr ., r i, .y , IXI! tW`' 7 ,,9 . � fltt,H r+1!r ., +� H771r �A ;.,:,,,11b.,..;',:,..'.' , �4' r r ..,4,4,. tt: „i N�{Yt .6.' .-,.. , s : �nyIt ,:,,,k..,,‘'I .c �n:'l�I, � 6f,•„0,10A1,. 11,11, k �ir %.,1,':::,t, '' �.^ I n4° � Eft0 �? , p I i.. i r e h /y 1 , 4 Icilyr......, . t WALKER/CILORETO/YOUNIE, INC. CONSULTING STRUCTURAL.ENGINEERS ' 6420 SW MACADAM AVE,#360, PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 `� Job _L.1 s TICDA,cr, Job No. -1-7-et _ Sheet No. (o Client Date 9 I7 5� By JLf A - -�_ ;--�- I–+ _r-- 7T . SS�Eb % ' - 111: -.. • .I _.. .__ PRINCIPALSj- - ROBERT A. 1 1 WALKER A e 1— ■� I r_.��.�_ __. }+_-. ` { DALE J. J ` .SZEsar _17-.. , - - i. I i m . ,,N` ,p, r 1 f� I DILORETO _.. _ 3p s ,I=dap N+ .ZC� �S.1C '5,3 S • 1!, I WADE W. r' — 4 W-_--_9 PA I YOUNIE �. ■■ 2.1 s. __.__.. �• ram _ I 3_. ,_ICENSEDP.E. 3I _ ■ ■ -� 2.31 ,I� C■■ _IR III l . ARIZONA II ■ ! CALIFORNIA 41A - ■ ■ --- '1 ' -1�.. COLORADO HAWAII! 1 1 ■ .1S1 2 �i IDAHO MAINE _ 1 C _I __-_ ■ ■■■ -. .7"6 - MICHIGAN , MONTANA I I ■■ 7, I I !Al El NEVADA I----7 .. . � � ■ _.1111 � � , NEW MEXICO 8 - ib ■ � r ■ NEW YORK Mill N TEXAS II OREGON 9 ■ _ ?.9 Fl . .. ■ r WASHINGTON ZE. " II WISCONSIN IO ._.._ . _, ■ gi■ ■ U 4 t Al ■ 2 ?.II RI . ', pi I 11 ,111! 4.3s- a IIM 235E1 1_1, . 1 . 1111111111111111 ■■ i , s. 1 6 ■ 22.■ .._. ■■ 1 17 MOM ■ _ .�') ■ 2,0 5 4i, s _ it ■■■ ■ _ • it _I. ■ _: /9-' r "Am iib _ 9 ■ m■ 4-,„I i� __ ■ 3e__ ' : _U7 ■■ ,. .■ __ _A . 40� I �/7 _'___�6 Ea • 4'1 it 6 -+ 1 U.S ■■■ _■■ � , — i __ Ai, , _ ■■ 1 _4_1.c ..„. K __L. 0 or-111 .41____'__ ' _ . -sorY-4-.1----r- 011 41 � _ ek. I _.._t _I G - 1 5< Zia . r-- , fi- � I 1r4 .T.___ ,a.— ' 6, 2 , Ill - --i• i'b I, ,12'•o).= '. 13 psc� _..__�.-- ■, - .- ■ Cl w d ' I-+eq__.� �_ M._..24 • 4'r i '"'. 1 sr _s q`6S' p4 i1.41.12 _D'AIA.L --e li-- -- ` a 9 I I I` • \A ~ "' 40,p1'� ., F "n- ,,..- • ',yv".,,a •eb.,-M''I'''V4,p,yr) y.'41104' , :1 *.ra.er fr•ror.r'hr • 1 i 1t1wz,.,, ' Vii WALKER/DILC)RETC�/YOUNIE. INC. "� CONSULTING STRUCTURAL ENGINEERS l 6420 SW MACADAM AVE_,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 303/768-3929 li Job l_j;S Job No. _ Sheet No. 7 7 ,ti' Client• Date 9-I4-9 - By .\LP _ 1 I D.r -� r i I l I ! a PRINCIPALS OP ROBERT A. 1' moo Yr WALKER — - ,; DALE J. r•Ir r•11 I/4 r� P. C.p 4 .;4. DILORETO I I — C I • _ WADE W. —:---_, YOUNIE — J-- i / 12 :1 ‘------C1". r LICENSED P.E. 1 NOTE: y O % t A'LL iEBS ARE 7 i' ARIZONA NOTTDUNLESSNnSE jr '3�l1lOG CALIFORNIA —. COLORADO 43 IDAHOHAWAIII CHORD P L -----------"---_,I., — '� MAINE .w► 4r2-4'-' III -, MICHIGAN —} SPLICE--- s / A MONTANA C NEVADA __ -.3 4.5 f— ---i--TE--- NEW *}—..—..�� NEW MEXICO ,'r' r� _ -- =J� NEW YORK 14- . ` i I' O .. o co •• TEXAS .'2,15 .k /,, G IZ v 1� I 4 N WASHINGTON — 3 WISCONSIN p l) �) c� .1v1 WYOMING © j- .A� �"J I 0 J r ,, 01 � kiii -4::::„h \ , ____.1 11,, 111,..,-. 4 : ..„ .......i 1114,...."i WEB _ ► _ _ ++rte 3sa7 r Q Moa � ri, 3�8rIlii • I • h O TRUSS TR-2 NOTES: r47• SPI ICT. I r- t2+6 BOTTOM, . TOP CHORD LOADING. ,•,�� CHORD LIVE LOAD • 35 PLT DEAD LOAD• 35 PET BOTTOM CHORD LOADING: — "� ^-1-- LIVE LOAD • 70 PIS •f+_. DEAD LOAD- 35 PLT TRUSSED RAFTER TR-21 ______ SCALE. NC,• 0 1 177— -t I 1 I —ITV[I.---.-1---' : 1 .----1 1 ! of41.- t,. o ' - : - Fi al 12,3 i /a _ p,6' : �gl _■■ 2 0 ... 3.o3 -. •. isup 041 .l�lS_- } , 3 ._1_____ a.1,b 4 4 _! In ,—� �3 $IS - I -- 1 1___I 4 't�3 sll II . /-;,6 _._81S_ _ l __. 15- 8,133 W.9 c 11 _ I i b.6% I.S�r_- _____ '` . ._1 1 .63 7 1.6,63 tos' _�!f `�. __ �r3'._ -1-__.� . I I j a. • i F. 1— --1-- I 1 L ;___� �__.� 11 -_— • a t _r IE • rammiellimallii 11 I . •r t "1 1 L ' .,..1.''' .1 I 't', 1 'yy. ( 7N l i ,, n ..ri ... 1 +y,.,,t`• qtr.m "Y > { v . - • . . _ • .,..,,,,„„ootosferodoomm60*10•00/evMfreee4*-,k),,,,000-.$.4,eve.oht I WALKER/DILORE1-0/YOUNIE, INC. ... . Th CONSULTING STRUCTURAL ENGINEERS 7 • 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 503.768-3929 Job L1 S Job No. Sheet No. Client Date 12/4-4 1 By..1LP PRINCIPALS A . .4.1,L_a&Eza...A,....s,,stire r -II ______ .. „ III ROBERT A. I ' t WALKER L •.-.. • DALE J II °.t--k o. • SikitLh..___LALAIL -441-240;.4.4 tge-4.SSES - .. DILORETO OAP i 1 • ... •. WADE W. ..1 ....c. 1 i , YOUNIE ME 1 i ' =2e--A -fs ' ' P 4a .-". eg,* :. 1 • • . . LICENSED P.E. ME ' 3' .* 34 . ' 1 t 12 t- --4 / 4.-14 4 . ..... ARIZONA 1 I t IX , . CALIFORNIA -14.- L 1 . ____COLORADO I ,.., I -s-' OM - . . A HAWAIII 5- 1 ''' t• OW ( r IS)i ii Sts 1114I;L i IDAHO , MAINF AN - ,••- _ . — - 6 PSI' MICHIG ... i I MONTANA 7 1 7' ' a I _____I • , NEVADA 1...Le • NEW MEXICO I 1111111. , ..-. • NEW YORK 1_ . • , • OREGON MI 0 . ; --/-1.--'.= TEXAS "" 1111111111113 - r __ WASHINGTON '----11-- II 1 WISCONSIN 10 dr*/ Min WYOMING - . • lel - 12, --...7-1/- --: '''''' .L.! .... I 3 REM ' larirmii- i..- =" v." '-- i..fe41,) • I At. /3 riiis. . I II 1111 1 .. • . I+ . _IIIIII Mill ._ _. .. N Ca ........ • 1 _ lai ' 1 .117_1 !ie 1111 Inilllin 1 llitrill III II M 1- .. 1 ,. .. Mil '/4. III , 21 / "f• -1-: I ME iI , . ,. .• , 2 II - . . II 1 31 ,1 1 . ... , . 24 ti /0 .... •, .... , I I 1 1 , ANtM 6aC- 2%1051-610t-- ' 1 ; L... I ----. I_ idle , ....1._I 1 1 . ---i I _ 11111 . I 1 . ••• --,- , 1 1 . ..-.... .......1.,..„,j,i i • j , . , . • 41.-,, ym ' . . -.„1 •„2;;:ii.6'67''''41,t'e-V `•' ` . '.r.' ' ' ' '. ' ' ' ' ' ' • 2.1'';.-: ''.''. • . . _, ,.. • • ;4', ,. '4•1• •'4 1'r:•i' • 1 I''••' • 'It \;',, •• ,:• • t'.•44044414 44•"Y AO, •.40-i44 t,r07t. V 4.4.40ot.44444.'.W.', , • il 41'P. e.•,*;k7;44:44004.•4•:- • .. ,�,�. • , "1,44,""'" ' ►' K-°'`1*"vim' ; fat 4.:-, .. • 1 •- 1 • lite•` * M:. 'r,+ k ,r ,`: 7 • , , • ra.�.'. .... ,.. '_ `` ` .. It ,I`°1Y d 5 • WALKER/DILORETO/YOUNIE, INC. 15 INDY CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 r t: • Job L Ti(,AlkI1 Job No. Sheet No. "r'�I Client Date /-/T-91.. By J LP 111 __ � -- 1 • PRINCIPALS �. ... ..i,,:,,,,.: ROBERT A. 1 • WALKER �._ 1- ....- SYMMETRICAL -��". , DALE J. NOTE: ALL WEBS ABOUT t IIIIII • � �. DILORETO moi..T UNLESS NOTED OTHERWISE i .■ In •?�: WADE W. 7" , .- . LICENSED P.E. _ _� �, ■• •■ ARIZONA ., ii g I- I .. , CALIFORNIA _ ; b a 1/e I /C — ._ COLORADO IIII IDAHO I /� U�9 IDAHO — — --- i sa V •`Q TRUSS NOTES FOR • MAINE //� TR-41 TR 5 AND TR-B: MICHIGAN -- '- /%/s\A lI J MONTANA F� I. TOP CHORD LOADING: ■■ NEVADA - �� `f�\ LIVE LOAD , 20 PSF NEW MEXICO £T DEAD LOAD - 20 PSF ■ I r --- '— ' / BOTTOM CHORD LOADING: 9j OREGON YORKNEW L • ' \_0 DEAD LIVe LOOAD - 10 PSF TEXAS ' IIS 2*9 WEB _ ^® Li III .� N WASHINGTON — lU U O 7�T /�� I • i F WISCONSIN _—_ WYOMING 3 wI 211+ �1ORD ---- ■■ jf y.•• .6.11....13 3/e - 413/r - R: -- - - .._ TRUSSED RAFTER TR-4 ----i— _ fir 1 _ ------.,� .CREPT r- .�� x .-1--- 1h�' ,�'�t ,SNI _ ,. _- i .2E11 4t 1_L- 3 , - _ 3 4 Ull 3 $45 S 4 . --- EMI r ■ • a_ __ . _ Mil .� . ; NUN . I 4111111111r c • NNE ■ . 2. NUN _. lin i __■ , 1 • I NM • L___1 I r 11 ' ill - El - itii ii :.f. ,; t 1. _ s _ _ —'1_--- •. I i. __. i ._ 1. _ ,,,' . • - •• r it Y • . r ` ` X1,1 '!, ` d` •• WALKER/DILOR1 .,, . . . • f ,...,...bir, ETO/ TOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE#360, PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 Job I._c\s TIGNk.n Job No. Sheet No. T - ' Client Date 3-J8- . By .41-15 - . 1 1- ++ 1 . 1 • PRINCIPALS C-t< 1 U;Sic,t4 Clasellications A, B,and C correspond to Douglas Fir Select Structural,#1,and#2 respectively. Other lumber species and graces which ROBERT A. i ! -.I . meet or exceed the specified stresses for a given classification may be used. .`l DALE J. R- 4' C-LN&.%„C.-1 _.; ; , DILORETO .1" _seLc..--0- 1 . ' WADE W. _...4. I • vs(nominal)Members- . 741ter....t #/ -#'a._ , — YOUNIE 1 r I _. _ • Fb(repetitive). .2.4-no P.st aost,N 1650 psi '1 '4?. Ft i.zoosi faro Psi 84np81 . — . LICENSED P E. 1 F/ 9-s"psi 9s Ps; 9 s Ps; i Fc Perpendicular 6-1.6P5i 425 P5;, 6,As psi' .... • ARIZONA Fc Parallel I6o0P6; bk5o Phi I cot)PS, CALIFORNIA COLORADO II I [ I_ . 0----- zi6E (nominal)(mm60,111,77,000 pal 1.700,000 psi 1,600,000 psi HAWAIII IDAHO --r- ---• Fb(reptItNe) oci:1 psi I7, )s1 /450p& —I MAINE * Ft / n. a ,p-..• /0,-13P5i 65-va ps i , 4 .i I • Fv 9s'Ito' As l's/ 9s-1,45, MICHIGAN 1— MONTANA Fc Perpendlcul Gas AN. ' 61c p5, eas"/"So. --L.— — Fc Parallel Moo Ps, /.250 psi 7 /.51•15) .ft. ....../ 1 NEVADA NEW MEXICO • 1 1 A A". Did 1. "AOC 0111 1 AM.Mn nal ' i , NEW YORK eapT C.....• • tk i - OREGON 1 Ai TE'AS Lk /1 # Z f .X11.* . — . „. --- WASHINGTON WISCONSIN .14!..a.„4111 4 yip., ..! _s6. IN . , • '= ",801 #r 1 I ' 1--- l --t , T-36* (oit__MY 1._ — - • .111 - . .0 c rt‘-(7;) _ , 7-e ,c-KtoRM i . k... ,k,kl* -).• . .1 II III j I =`-..._7_13_tISI__ _. _ . . MEN” ______ L______._ • , , — --1'-'- gLi__—_-Y49,—.t006 --:- Ail- 1_,IIII IIIIII _ _ A li, M.) i.‘11/4.5. 7- 175 .... —• MEM . 1 27 ' i NNW .• -.171(-13= -n . Cs-.. i*: %. 11,0 1 1111111111111111111 i ,---1 . c14 1- Ilea ___ . _ a --1 , 5 ‘ TIL-t 16 -7 - illiii i t i 1 i N 1 _ ,, ...141-0 ,,, . • •ii, laaNZI.)....1 4 .ft!V el ! . • .0 .. Ir .. . 'in r 4-.-- -1- to 1 .,„.. „_....... _ _ 4,- -.-- ., * --1----f----i- i -.----1- ,, I . j -4- ti .1.1. ....„ i .1.. ..L. ..,.. 1_ , _ .. h.... ... . .,.,, .. . -'.'„:;, -.. -: :''• 4.;,, . . , , ' ' ' ' ,' '. '. : '' ''•': . ,L''•*•' '' '.,;'' '' ''''''i'Sl' •: ':If' '.''':' . '':.''' :;' ';''''i'''''•‘L';';1!: :''l':*:'''''' '', '.. I' . ' ' I 't*i l'. '.I i I.''J'' SI'•'''' ','• 'A il''.'I..I'''‘':': .' ' I ''4.;'r•I::::1 ' I,. I , • •,' ''e'4 . '•'' • ''' :•FZ ''''4070f'1,0'.4'”''''''V...I'A.'''4 'It: -4,te' itoir,A ,,t,',,,' ;— ' ,l,4' 91.. ..,„, ., , ,''' , ' '. •:,•,,'-• ' . , ' • " '*: ?,, .,;•,, ., -. t ' '-': ;•;,'•,, -, ;., l• , . . .. ;4 ;'. * 00. It* '*Sr +' ,4 4" ,,400 '*yl 'aM1'`-4C0140 4 `to O • '` , 4)• `(. ' ,-. Vr,. _ * :',',",* ?.:1;:,:-', - i WALKER/OILORETO YOUNIE, INC. N CONSULTING STRUCTURAL ENGINEERS 6420 SW MACADAM AVE,#360, PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 4 '\ i Job 1..�5 Job No. — Sheet No. = I • Client Date 5-/59 L By .4LP w PRINCIPALS ■ — j i. 1 l i_ I_=�. I ��-- I _ III ire 7/r 111 ROBERT R. ■� __ - — WALKER 2l/� - ■■— III_T 0!/6" _ / r 9 s/9' �, 7 9 sir r-9 sir 7-10 J/r_ III DALE J. ' DILORETO ° - M y III I lb WADEII � ' 1 �■ YOUNIE IE 1 ,Ip TFUS5 3 Q?Ali-I O'C-' 12 . LICENSE; • P.E. It 10 rro C) ( - A. (. s'ARIZONA 1Mil 1111 , IP CALIFORNIA III i ,�f drI f COLORADO ■ , / ,,C .r, HAWAII!IDAHO • MAINE 2.4 loP- (t. / IA ml r'' \7. �� X11► CHORD .41,.. :04,,,® fA MICHIGAN -- — V MONTANA t 1 , NEVADA �-- �� / n� � NEW MEXICOIIIII 1J ? NEW YORK I e. — OREGON 111111" _ _ (./ ® �� '0 TRUSS NOTES FOR TE;AS �7 �� ' TR-4, 7R-5 AND TR-6: WASHINGTON � ooTTOM WISCONSIN ■. Oi C' CHORD I. TOP CHORD LOADING: WYOMING ■.■. w LIVE LOAD ao vsr /'� � DEAD LOAD � 20 PSF i ^ ,(/"..4,: ' ep_ \�I ROTTOu CHORD LOADING: 4 �.. ...... .. (IT1 LIVE LOAD 0 PSF 11111. .. .r `'„�,/ --`-_ DEAD LOAD 10 PSF I I rr _'� r9 s/r rra ;Li. TSSED RAFTER T";-5 _._ l� �, ,, — - I ■ —� --i .� .�`�� ', 1 �I _ , 1-r o' o ! -_� Y,I _lo,:sim .11.►I ,; 2 i.0 III J 7f. I . ./ _q•,3 ■ - l - - & 840 1.WS- ■■ 1- i'l 1111111111 ■ 11 Z I IIIIi '; II i j . ..._.. - I ■■■ 1_ I I eV UP.11•101... .0.• •••...-........-..—........--u..-.-.....wwnmroxvamns.•mm..maaR•somrm0000emswgggg•gmrg .a....a.m...' i:I .'-',.t J.a 0.r.'•S•,..304.d 4'1•441,50,..,•'i.,• :,., ...-,.. '': :'",t,,.i''''',!,,,,::,,,za!,,;.:, :.,;. I_ v , . 4I0wl+... I 0 I WALKER/DILORETO/YOUNIE, INC. - It CONSULTING STRUCTURAL ENGINEERS k 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768.3930 FAX 503/768-3929 Job LQ Job No. Sheet No. T-r2 Client Date 9-/5-91. By ,LF /r T ! PRINCIPALS -jl�. ` ` ►I i C� . /�, 4 •► 1,. - - 1 i , . ROBERT A. ! • • ► �� WALKER I _ —1. .__1-._1 ilI �R -_ _z; DALE J. Lk .U.■ %: 1 A DILORETO —' if. �r-` Q�, WADE W. _ I ■■ ■ I :i i► -s • J___ -4,167/tit YOUNIE © ■-� ' I _ ■ I LICENSED P.E. Er :4 ■■ ©■■ ■■ — ARIZONA I .- ■ 4_ • 1111111111 ■■■ CALIFORNIA ' / _ IDAHO COLORAUO III . ■ 4 , ■■ ■ _- - in HAWAII! S MAINE — 6 ■ __ S ■ _I 7' • ■■ _ t, MICHIGAN Q II 0111111111!1 NEVADA NEW MEXICO .. a 4.. a a ■■ -. •■ OREGON NEW YORK ■■ _` a ■ ■■■ ■I -_ ■ I e TEXAS _ WASHINGTON /OIli .■ ■ ■■■ .I ■ -1WISCONSIN ,�MM r- WYOMING ..— inum �J ■ ■■■ I■ _ h.aa■ _. .- I 1 1• I -_ , /3 EOM - - . ■ ■ L0 _I • I _ ■ .■ . ■ __ _■■ ■■�■ _7 _16gau __ - ..■■ _ I■ : ■■ r iiIi ■ 0 , A i' ; T 'Fe. •- - 130c. , i —_ ■Ic'�' l�I, •: =t. 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CALIFORNIA COLORADO ! ----- -------_-_:-- --• .--------,--.-i==--7- 111-1-1.1-t-'e-- TR-4 TR-5 AND TR-6: - ....____, HAWAII] lik0 1178 r— i i 7 5 r .I 41 IDAHO (4) /2.4 BOTTOM 4111 I. TOP CHORD LOADING. LIVE LOAD - 30 psi' - MAINE C 4ORD oplillei DEAD LOAD - 20 PSF 44 ./-. - BOTTOM CHORD LOADING: _ MICHIGAN /P, r r - r r — LIvE LOAD - 0 PSF MONTANA _____ DEAD LOAD - 10 PSF NEVADA r -I---'- 4-- - -------- NEW MEXICO - ---- NOTE. THIS TRUSS IS FOR OUTSIDE STORAGE i 1 NEW YORK BUILDING. SEE SHEET A-29 OREGON N% 1111 TEXAS TRUSSED RAFTER TR-6 '/4 =-1-C) -Ma WASHINGTON III _I ! - 111111.111 ' WISCONSIN I , WYOMING IIIIIIII.III III lip 1111 I , IIIIIIII -IIIIIII 1111111,11111111 I IFIT.J. I_S MI rt1 'P ffl 11111= iii111 IIIIIIIIIIIIIICMI ,. UP? Li . . , . _ 9 , 3E0 iromm_. : ____.. Rm. , z ' :a.H 1 ii 1 MEMO 1 J IR , „_... 0_ . 34. ... ,_ _.L__ i 4.. . Lill ill ,N._LC? NM 1111 III, :_ I____1 UM 1 I ______ 1 , III ME • y____1 1111111•11111 • _ • gill _ :41 1 1111 II 11111111111111 • , 1 . 1111111111 rrlIlljrrIIIIIIIIIIIIIIIIL•r 111111 il - IIIIllitmiL... i"' mil t_ 11„, 41 ismni 1 .1 1 ..... _ el • it IIII IIIIIIIIIIIIIIIMMIIIIIIIIIIIIIIIIII ' ii . IIIII 1 luaui ; 4— . _1 1 J. ' II -1-_-,- -- .,i 1 III ' , , 1 4 , i ' . 111 IIII III, -. . __4..._1_ i 1 i . i _ . . .._ , ..... 1 .4 4 i , 1 i .4.4 4.444.4.444 --......44444- 44.4.--.1 fie . : 1 i ... . ,, ;.- ..,,,. , I I I .„ ) ' .. . k • ., , . ,1##A4""04 ' 40010011Ploq.' tto • . ,...- . WALKER/DILOTHETO/YOUNIE. INC. .I •' INVCONSULTING STRUCTURAL ENGINEERS ft . 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/768-3930 FAX 503/768-3929 Job 1.-1S 71C6i.RC Job No. Sheet No. -1-16f . , i, • Client Date 9-18-93._ By • LA _._- ' _ • I PRINCIPALS gilk ITIPP C .. , il se• MINI 4 . ROBERTA. 1 Alb ' • ill MIN 1 . WALKER - NE OM" 611MMNIII MI 1. __.___ DALEJ. DILORETO MI imiar WADE W A 11110 YOUNIE 11111111111111111111 INI MALT 'AirRiamon. a ____ _ LICENSED P E. /0 ' C 11 C, JPIPIIIMII. alli I 1111111111111ama ami ARIZONA 0 CALIFORNIA 1''‘&tt. i. /41$ .115 6.•7111tei _ ' 1.446 a' . maga . COLORADO WI ' 1 - . - IIIIMIIIIIMIIIIMIIINIIIII HAWAII! • ... - -L • ,_ i • IDAI-10 MAINE I • • ' 111 mamma MICLIIGAN • - _ _. _ MONTANA I I II III -I- 111 11 I Mr. 1 tr 11 . ZS" _0'. • . NEW MEXICO IIII Ma __P - ‘11 "IL• .'1_.947e.61 • NEW YORK OREGON --f- . TEXAS 111111111111 a Mil 1 IIM _.J WwAisSclioINNOsTINON - Ill MI IIIIIIIII NNE III - • - 1111111.1111 • WYOMING 1111 MIN MIMI IMMINIIE1111111111111111111111 • 11111111Millin 11111111111 MMIIMIIIIIIIMII 11101111111111.1111 III MIT .1111=1111111111111 M Ripillip II I I t4 MI al 110111111 III ME ill- • 1111 ti Ai ) IA - t ,P4,e• 11111111111MITIN ii 1 JI • 11111111E0 11.1111111111 111 1111 I a%Ili ; - . . • .. .I.L. - . i • p. ...... ..... • , ,,,, ,, , ,......., ..., .. ...... • _ I. , , , , , .. I. i, , , ... . , , , , , __ , .- .., .. _ t, , „ . .'7 - 40 I 1 i - L .1) i t , 1 A ' , 1 , . I I . t ` ) kr t WALKER/DILORETO/YOUNIE, INC. It CONSULTING STRUCTURAL ENGINEERS . I. 6420 SW MACADAM AVE,#360,PORTLAND,OREGON 97201 503/766-3930 FAX 503/768-3929 Job Lt% I IVP,RN Job No. Sheet No. �� I =_ M Client - Date 4-15-11, By ,SLP i 11 _�—T-4-- ._a_._ _L 4. . 1 y } I I -r—a 14 'i , PRINCIPALS M? ► - ._' •---�-. -, •- Classification A,B,and C correspond to Douglas Ar. I grades, 0 ROBERT A. ' 1. ' Select Structural,01,and#R2 respectively. Other lumber special d groom MkCf. j WALKER 1 f ' meet or exceed the specified stissses for a given classlfcalioff til ybe used. -j DALE JDILOR RtffliML ,_... 1 ADE WETO O ac4(nominal)Members- 4T�uct #1 #Z -' YOUNIE y _ Fb(repetitive) C9.ohsr 2oSDPy 1650 psi -- ��r ■- Ft leo psi 1040 psi 8sn psi LICENSED P.E. 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'..+�++wMwblw�++..'w .`cwMv4 tw.„...ra NIMH^►r _ ... *,,.fit 441`,141,110.0#40'rr_ - .� ' 1 1 ` TITLE LDS TIGARD TR-1 i TYPE PLANE FRAME UNIT POUND FEET DEGREE JOINT COORDINATES 1 1 0 0 SUPPORT '1 2 0 3.07 3 5.29 5.44 4 11.04 8.01 5 11.95 8.43 6 16.8 10.6 7 20.5 12.3 SUPPORT 8 20.5 6.09 SUPPORT 9 14.5 4.31 ;;;, 10 9.5 2.82 MP 11 8.54 2.53 12 3.54 1.05 MEMBER INCIDENCE 1 2 3 2 3 4 3 4 5 ,' 4 5 6 5 6 7 6 8 7 7 8 6 8 9 6 9 9 4 10 11 4 11 11 3 12 12 3 13 12 2 14 1 2 15 1 12 16 12 11 17 11 10 18 10 9 19 9 8 JOINT RELEASE ' 1 FORCE X MOM Z • 7 FORCE Y MOM Z 8 FORCE Y MOM Z MEM RELEASE ' 4 18 START MOM Z 6 TO 14 START MOM 7, END MOM Z UNIT INCH ^ • MEM PROP WEB AX 5.25 IZ 5.35 6 TO 14 I CHORD AX 8.25 IZ 20.8 1 TO 5 15 TO 19 MATERIAL PROPERTY STEEL E 1700E3 ALL STIFFNESS ANALYSIS UNIT FEET P LOAD DL MEM LOAD 18 FOR Y CON P -120 L 2.83 r 1 TO 5 FOR Y GLO UNI W -40 15 TO 19 FOR Y GLO UNI W -20 ' LOAD LL MEM LOAD 1 TO 5 FOR Y GLO PROJ UNI W -60 LOAD WL I MEM LOAD 2 TO 7 FOR Y GLO PROJ UNI W 67.8 LOAD COMB DLLL COMB DL 1 LL 1 LOAD COMB DLWL COMB DL .5 WL 1 { OUTPUT DEC 4 SAVE ON REP DEVICE TR1CHK r . 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[m o o to r main 0 0 0 0,0,0 o o o o o o o o o o o o o o a m,o W o,to .a In U d « 0 8 n V.In m ,D co O .10,IO NN II I 1 1 I .•IN NN0Nmr d-s o « O •-I.•I.r 1 .r 1 I I .7 4 « .7 I I 1 I F I W I Cr) r OD a -. Cr 1 N I (] 1 A N 44 I 1 N N CO ulmrr` W 00,mma d W LO 0.r a a m 010000 u)u1N CO r-r a dmm O I N I mmmaNr„JCr,IO..010„O01u],Or-rWWaam0100WW..W00u1inulinmm '©. V' ,0 w:1 V IO0'N.re V)N 04 r O,U(7,0,mm 000,o,m 010,0,a a n Na a a V NN u1 in ..]111 •. -101 amu)CO 0,U,IOn o CI 4.0 u]0,0•..0 LID 00,0 u)u1 u1 r n r r NN..ma u10,00.0 N a «4.U • 4 U 0.' X,a r a CO Or.I.7 01W u1....u)..I• m r n N N N N O On r NN m r ul O ul 01 04 CO N aI 4O m wO nOra.+r•,mJlmrmIaO01.n- r 0I aanI'24 a't ca NN - .•Ih 4.0 rrr-if)1n 01 N 0,r •0•• o'Cr,1n In I11n CO CO rn a •• I .•I - I 1 1 I 1 1 1 1 I I . .I .-I .-I IO 1 V' I I ti I.....I...I I I .. 1 Ni -, F I --, 0 I I 1 • qq I 1 O m 4 I •L O Nmm as u in44r)Lor CO nm 100,,001 a.a.•I mNm Nt1.1[7.114 Ir.. -I 0 OT 0,CO {•i 1 • 0 T. 0 I .Z •. 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N N a a u)u1 u1 uld d.... 1 I .......-IN41 NNNN mm ad t"a a r11pW�1 O I 1 I I I I I 1 I I 1 I I 1 I I 0 4 1 ,yyyy f N F I 1R w qq 4 1O Nmmdalnln,D,ormrW,Dm,Dma�d�mNml�rv..N •.N��000 Z H Z S�t 1 .TWAI W O O ti N. .•.. a .]7 • Q a ® {�1q� IWp i7' mW {p�� G 1...1 «.r7« a,ul d 1.0• d 4• 00'. ?, Ox is 7 71 OTJ . R o 3 « 4 « s;pp CO U U U U U Uil 4nrC .7 ,I O •«11 a •• 7 S: .] «F «F 7 X.� «7{r,1 « «N « a a CO cr.J1F MM « Ota R; NW _, ,., m a • w rW CA a -I ~ , ~ �' 1 . « Oµ MH 4.« « « Wi. « fk 7. • .d it 1 IN,�I ��1��ry(�j,�1 '�qY � ' ,• A' VIP `'f Il 1 r lu ;' 1 I 1"'.,•` s �r bcp,Y,tl,, i4-,Il v4 ? , I - .r ,,,11 ., 1 ,µt 9-*1 „•, 4 , I , ., tEJI �1 " *^ -..„,i':,1 pr i 1 r 0 l ,r1 1 I 41 •5 .,:,• 5 4..dAtr 14/P I 1,I1,44, 1 4, rip •ry - . . ilk' ''•,, _gip ,I ..e.,..':. • ' • 1 M-STRUDL BY CAST / REV. 2.6 SER : a28 TIME : 12/10/1992 13:57:33 1 1 TITLE: LDS TIGARD TR-1 PAGE 5 1 -A N4 * RESULTS OF ANALYSIS * TYPE OF THE PROBLEM : PLANE FRAME RESTART STATUS : NONE GIVEN ACTIVE UNITS : POUNDS FEET DEGREES t.• ' ' ' * THS FOLLOWING LOAD(S) ARE CONSIDERED: DLLL DLWL RESULTANT MEMBER FORCES • MEMBER JOINT DESCRIPTION /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/ NO. NO. FORCE SHEAR FORCE MOMENT • 10 10 FILE/LOAD (MAX) DLLL DLWL DIAL' MAX MEMBER FORCE 4816.5054 -35.0704 0.0000 MIN MEMBER FORCE. -1592.9253 -90.0694 0.0000 • ' it FILE/LOAD (MIN) DLWL DLLL DLLL ilk' 0.57.17 LOAD TAC, (MAX LD) DLLL DLWL. DLLL 0 Itir MAX MEMBER FORCE 4819.4854 -30.0704 44.3832 }; MIN MEMBER FORCE -1591.4353 -80.0694 16.9929 LOAD TAG (MIN LD) DLWL DILL DLWL 1.5652 LOAD TAG (MAX LD) DLLL DLWL DLLL Y MAX MEMBER FORCE 4825.4453 -20.0704 117.4976 14.• MIN MEMBER FORCE -1588.4553 -60.0694 43.1529 jilo LOAD TAG (MIN LD) DLWL DLLL DLWL 1}M. 2.6086lr LOAD TAG (MAX LD) DLLL DLWL. DLLL ' r MAX MEMBER FORCE 4831.4053 -10.0704 169.7430 MIN MEMBER FORCE. -1585.4753 -40.0694 58.8782 A•. LOAD TAG (MIN IA)) DLWL DLLL ULWt. 3, 3.6521 LOAD TAG (MAX LD) DLLL DLLL DLLL j MAR MEMBER FORCE 4837.365'7. 99.9306 102.4669 { MIN MEMBER FORCE --1532.4952 59.9296 14.8429 i, .,. LOAD TAG (MIN LD) DLWL DLWL DLWL 'ry 4.6956 LOAD TAG (MAX LD) DLLL DLLL DLLL 11� ) ; MAX MEMBER FORCE 4843.3252 119.9306 -12.2410 , `,' MIN MEMBER FORCE -1579.5153 69.9296 -52.9084 LOAD TAG (MIN LD) DLWL DLWL DLWL 18 9 FILE/LOAD (MAX) DILL DLLL DLLL MAX MEMBER FORCE 4146.3057 129.9306 -77.4209 a . . MIN MEMBER FORCE -1!.78.0253 74.9296 -90.6970 1 FILE/LOAD (MIN) L'.WL DLWL DLWL ti , • { t� V,• . • i ., 9i 1,', 1 S • • .. P.;. . ,, :. .4., 'i • 1 40 A' ,1*.! r1y�._,4 VIW/WA146Mww�1llX► r..bw•,.+..wnnr• r sn • t htl x4 , a 'Y t: .'CANIS FHAMk: . JOIN POUND INET DEGREE y IS- ' j JOINT COORDINATES _71 q 1 0 0 SUPPORT g 2 0 3.07 I e 3 5.29 9.44 1 4 11.04 8.01 1 9 11.95 8.43 6 16.8 10.61 1 7 18.5 11.33 8 20.5 12.3 9 32.58 11.33 10 24.25 10.6 11 29.08 8.43 12 10 8.01 13 35.75 5.41 14 41.04 3.07 .� • 15 41.04 0 SUPPORT 16 37.5 1.05 :Ili ,1 17 32.5 2.53 18 31.54 2.82 19 26.5 4.32 ' 4114 20 20.5 6.09 21 14.5 4.32 22 9.5 2.82 23 8.54 2.53 ' 24 3.54 1.05 MF.MBRR INCIDENCE 2 3 4 ill 1 3 4 5 4 5 6 5 6 7 6 7 0 7 0 9 0 9 10 9 10 11 1 10 11 12 • 4D II 12 13 12 13 14 13 15 14 14 16 14 • 15 16 13 16 17 13 17 17 12 18 19 12 19 19 10 20 20 10 71 20 9 22 20 0 23 20 7 ,I 24 20 6 25 21 6 I 26 21 4 27 23 4 10 23 3 29 24 3111 10 24 2 31 1 2 32 I 24 33 24 23 34 23 22 35 22 21 • 36 21 20 37 20 19 • 38 19 18 39 18 17 40 17 16 • 41 16 15 .1OINT RELEASE • 1 MOM Z 15 FORCE X MOM 7. MEM RELEASE a 11 TO 31 START MOM Z END mom 'L ]' 4 35 START MOM 7. , 16 6 9 30 END MDII Z UNIT INCII MEM PROP WF.R AX 5.25 I7, 5.31 11 TO 31 C'HORO AX 8.25 1Z 20.8 1 TO 12 32 TO 41 MATERIAL PROPERTY STEEI. F. 1700E3 ALL STIFFNESS ANALYSIS UNIT FEET LOAD DL MEA LOAD , I TO 12 POR V GI.0 1101 W -15 1 I TO 7.5 FOR Y GLI 11N1 W -7.5 '• v, 6 7 FOR Y GLO URI W -912 LOAD LL p MFM LOAD ' v6'' I TO 12 FOR 0 GLO PRO,1 UNI W -22.5 'i. L • LOAD COMB DLII. COMIC U.. 1 LL I OUTPUT DEL 4 • SAVE ON i REP DEVICP. TRIACHR q . SELECT LOAD DILL I • LID" REACTION 11NIT INCH 1.181. DISPLACEMENT IINIT FEET ' WIT 90M999 FORCP, 1 TO /. JJ TO 16 1 ,,,bF • 1 q. 1 Y , I'. • , ,li, '; rw;„„. ,i „, V1 Ile F": II M VA.r I y, „ . . 1 411 .T 'I1•••' '..t./°'''':•-`,•:•;:!•‘'‘,;‘,• w 1.. 4Ir C , ; '.' rte' • .. t • - P �� h r1. i {,, ,:a }' ' : ... ,.,,:- ;' �t It� �.rl�a VW :.i*Yp�161, '' `�1 . 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N M N.-...o 0 N O 0•..I N M N N N N.r 0.+I' N N Y 1 O U F e aWCi� 000000000000000000000000 O E' .4 FCk 1 1 1 1 1 1 1 1 I I I I .. ,. N N ❑ 'C(] roF. N FC I • Np)�ti{l/l� I ` P. W I I X Cr-t t00.0N O..Orl lrin N O,O.+d•CO N000,0.. In 0'' •• I 1 0 ON 4..0 N CO d'0.•I CO 0.-I N , .. OOCo rrl 1,0 I W W l7 I I F OOOM tri I!1br1 ION In In OON.oP"1 IO t`,O•P d'O ,D N rl ❑ F N F W O O O O O O O O O O O O O O O O O O O O O O 0 0 . (11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W r:r. a o uQ .4 F I.to I. P. r1 1 P. w. «H 4 w cn ` 4 CO 4 CO •• N •1 Z O O CO N In V1 N M C�CO 0,M O in. .P 0 O r`r J.It•.N • .• I. •Z N CO rI CO C.O d01 r.al.14 N N N - 4•-.a). . 0 F 41 .141 H O OdC ,O rd'1C1 lN CO CO O,O CO O,dCO Or.0,N dr-In,0 i . ( F * 4 4p Z X o. Iv r1 M r'tr1M NN Nr1 rl40n 4 V rI r1 N - -1 O LI * .4K 1; oNU 00000000000000000-.000000 _ * ta Q R -• Z ° IJ❑l « 0 « 11(fir . ;U ,.] «CO « UI .. 1 K • iC. 4 0 4 W r+ i I F. WI.]] 0(11) 0 C o a .1; N F 4 « w P (r N M.C'In IOt.000.O..NMoIO N 0 .. .TtO,ONM d' 1 « X « U(14 X. 44.4 .-,.I.-I.-.. 4 .-I....NNNNN r c '.•r.—.-_----------- 1- -- ,. • »�.,. • + • i •• 1 • . I/ .'�I• {{ •••••••••••••••••••.•4••,.,.,.•,..•• .. ,.,..• �c, ", • ` irk F' � yt '9 >' • • • • •• u • ...ur»�ak1s•kMr•1alte�6s4YCMMM�11f ,... . ; • ---- •II 1 Olnln••I.+OONN.+.+0000000000000000000000LL t000 •• . • PN 1 OCOCONNOOCOINN0000000000000000000000r•Na.r • II O M 0.•1•-t CO CO 0 0 N h CO CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00.. II •• N 000av00NN .+0000000000000000000000hNMm U OMM,,40000COMM000000000000000000000000MM0000NN M Il n: I O O 1 I N 1 I t T o M 11 O 1 O N N mw 0 1 i Z 1 o 0 I OOmNOV'M0.+V1N000000000000000000000vV'O't"L a'� .1 7 W .r10MV1 mtO'LCO h 00000000000000000':'00000tnlnmmm 4 7.0 MMM••Imh lOWh InM00000o0O0O0000000000 WMCO DM iy N a0 fOhm••+m0 N mmm mt000000000000000000000 a d'00N 1.. VN m m O R)1f1 N 01 0 0 0 o o o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 ID 10 h h m M m M000 OONIn C0,0 I I 1 1 ie ii ~•J.+- N • •• CO- M .•1.r.1 .1N.1mO I 1 M a 1 - • I 411' H a I m 4 4 Q N Q I AWDd'f,m V'MNIO ,Op OO1'OMUIIn 0+0\010 •0 1001dI 21 • OMM CDMOO('T . F, I 0'-I•r h N N m O V•N V1 M M O N N m CON h N N m m N N VVV'V'V'Vm M M M O' 7y. Cr,m.•IC O h.1 NM'100 h h mM•F•r V'V'mm00 V'V'NN V'V'00 mm1010m 'fPy 1 i ,' •• F ..a(WJ .•1.-t V'h MNCO V'VIOMNIO100 V'••1�-IIO'LN V.+••I V'7NNMMNNMCOlntnh 22(!) ICAC 0.' .•I m m CO O N.+c0 OO h h.+M M N N V1 In h h,..O O m m V'V Vl In In In V'q' N N • �. 41[� oo MN.••O V'NNNN V'mrlmmin In V'V'h hMMIO IO.-I.•INN'V'V'hh ";-1:.1 In R:W 'C(t. N 0 0 m 0 0 0 m.•1.•I N m.-I.+0 0 m m•r r m M N N O o 0 0 N N m m 10 N 7 •• mm101n mm mh mmmminln._I.•1 I .-I.-I.-1.•1 N NNN MMMMNN V'?IO .1 00 i I I I I I 11 I I I 11 I I 1 I I ' N O F I �.. FWWW4 qq C 1 6 WF 4 1 17 NmmV'.!'In In 1010hr momohol0.-'10.+w'N N r'IMaN.-IN.I.rNNN O: W .71 I I-1 2 N N N N N N N !�1 (11 N N N N f•' M M M 'C J 0 • . �@ «� « �. m 0 ZL P. 7 7 7 7 7 [II 2 2 2 2 2 2 w 2 2 M P 2 .. *C * .. .. 0.. H F S 7 0 .>< :3 3 x 4F M'C M aO •• UUu W U 0�09 MOM 7 •• 7. E M M a B O1 •• M F * W F Cl Z 6n6 O M•. * xt-txy 4 4 : t F a 4, 7 (O� * F.W D a IA F *U) * W .7 (C. N M V. In '0 N M V' In IO N m m 0 N M V' �.'E M m M O W M N W O N N NNN N N NM M ••1 M M I M M M W r-1 M CO 7 a -- 0.E M ru F 4 • I O O m m 0 ' N 1 00 .0 0"14 0044..1'0 N 00000 Ill a 0 E 0.•1-.0 MM I • • O NW a ma 1 m 1 ti 01 o V'V'In Y1 .•I W mvllm N. ›•U MNNM4O N N a Nmnmm ..,, .J a O ow mOInNN toJ N.-1....-1..I a • E I m • CO• i N I 1')m Mln In 700.010 ` • M m m m m a{{UJ1 h hhMM .4!•�I 7 NNN.-I.-1 1 mmom d 10+, ID 0 10 m."I 4 m 00007 I 1 1 0 I t N I I /1 4 I -1 7N N N N N J r O O F O 0 If W �ii F A m 1 a . L F W OWE p MM 0 J•rlry0g:,; T ` ' 7t 1 1 }y1a tfI I ,r IIn' b 1 .1 . i . . '.',.:','4"v'''''—v—''{t } .it<, t. 1 � 1 ,at i 1 'i t:^t S, _ r •r m 1 �t14Ir,_ ;v .fin C ,;,al •i fk 'til` ,r _ • P 41q�+ • • k'•' ` 1401•�jEM1 1100,1 10"* ^*tR,ldt rrkeRrlr4q'' '+411 91"w y311, " :4 C i 9�!F' ,!••'.• �• YRS•Ir•iyl• 44;L%4;'''; ;;;;•4:,'6 T 9 :$p, • d .:, ' _ • • _ 44 t r . • , '4•• TITLE LDS TIGARD TR-2 '''Y' TYPE PLANE FRAME :' ,•fir. UNIT FOUND FEET DEGREE ;a,`' JOINT COORDINATES "` 1 0 0 SUPPORT `i 2 0 3.03 •,r, . 3 2.68 4.24 :T. 4 4.63 5.11 4'4' ;,. 5 8.63 6.9 yy � 6 12.63 8.7 ,� 1. 16.63 10.5 � kl 8 20.63 12.3 SUPPORT A. 9 20.63 .515 SUPPORT 10 16.63 .815 , y 11 13.63 .815 �i 12 12.63 .815 >., 13 8.63 .815 .',. 14 4.63 .815 15 2.68 .815 MEMBER INCIDENCE 1 1 2 • 2 2 3 3 3 44 4 a 5 5 6 6 6 7 7 7 8 '''-.*.j .',�t:'. y,. 8 9 8 'i. 9 9 7 10 10 7 ti' 11 10 6 "Y. 12 12 6 13 12 5 1 ,,if- , 14 13 5 15 13 4 y ' :4', 16 14 4 17 14 3 18 15 3 ',1','!... ' 19 15 2 1 s 20 1 15 ,A'r 21 15 14 .i 22 14 13 k' ,. 23 13 12 F� ,?i 24 12 11 t25 11 10 r. 26 10 9 JOINT RELEASE . , 1 FORCE X MOM Z . 8 FORCE Y MOM 7. ;:6'' 9 FORCE Y i MEM RELEASE 5 21 25 START MOM 7. , 1 8 TO 19 START MUM 7. END MOM 7. '1;',', UNIT INCHy. MEM PROP WEB AX 5.25 Il, 5.15 8 TO 19 yrs'• CHORD AX 8.25 1Z 20.8 1 TO 7 20 TO 26 x ,. MATERIAL PROPERTY l'y''i: STEEL E 1800E3 ALL STIFFNESS ANALYSIS ','1 UNIT FEET I LOAD DL i MEM LOAD ,; 2 TO 7 FOR Y GLO UNI W -35 ti• i 20 TO 26 FOR Y GLO UNI W -35 •, I LOAD LL MEM LOAD 2 TO 7 FOR Y GLO PROJ UNI W -35 20 TO 26 FOR V GIA PROD UNI W -70 3 . LOAD WI. MEM LOAD 2 TO 7 FOR Y GLO PROJ UNI W 67.8 LOAD COMB DLLL COMB DL 1 LL 1 LOAD .:OMB DLWL COMB DL .5 WL 1 OUTPUT DEC 4 , SAVE ON REP DEVICE TROUT SELECT LOAD DLLL DLWL ` LIST REACTION UNIT INCH 1,.. LIST DISPLACEMENT UNIT FEET LIST MEMBER FORCE ALL FINISH . r! 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I yrt • i 1 II Z N.1- '77 Mm N'- -I• OOT 0 I ',C Q ^+N NmM•Y 7,n uI,D,Dr r)O,)lT^ U r'-4 N,O N I M r✓r1.A H.-1.1.-1 N N.�N.1 O 1 H.T. 1 1 •.• 0 V U1 U CL • • 0Gf2o � C0' qoqq O ® pp[ I; Q ,,, 4 o O O o O � U � 4. O O O O F. H iU U X F. mu . U , EU ;'• . ru $ W t >,;, a ° a m[4 ti IA Iy) • 00 N N N N N N p J 7 M 0 r 40 0 0 1 41 P. • 1 11 ,� •' .. , -•.---.L: ., • 1 • • • TITLE LDS TIGARD TR-4 TYPE PLANE FRAME UNIT POUND FEET DEGREE JOINT COORLINATES 1 0 0 SUPPORT 2 0 1 .67 3 4.5 5.75 4 9.22 10.04 SUPPORT 5 9.22 0 SUPPORT 6 4.5 0 ti MEMBER INCIDENCE 1. 2 3 2 3 4 r, 3 5 4 4 5 3 5 6 3 6 6 2 .., 7 1 2 8 1 6 9 6 5 JOINT RELEASE "` 1 FORCE X MOM Z 4 FORCE Y MOM Z 5 FORCE Y MEM RELEASE 3 TO 7 START MOM Z END MOM Z UNIT INCH MEM PROP WEB AX 5.25 IZ 5. 35 3 TO 7 CHORD AX 5. 25 IZ 5. 35 1 2 8 9 MATERIAL PROPERTY STEEL E 1800E3 ALL STIFFNESS ANALYSIS UNIT FEET LOAD DL MEM LOAD 1 2 FOR Y GLO UNI W —40 8 9 FOR Y GLO UNI W —20 T LOAD LL MEM LOAD 1 2 FOR Y GLO PROJ UNI W —60 LOAD WL �'. 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I oO I O ^ rMIn f in M, M•D rV.-I .,•n••D In YK I p N M M + In a vM it 1 W Fa1 T 0 „ 7 Ta 0 a 0 • a v v v vig Mw r la U7 ^ ry 1. r aq p 2 of a a t z Oa 1 ; :CO q O 4 O O z3 3 OH-1 41 Z • tN• • 1 S • mp • 41 1,v v •v W M l T. F .. Cif, • esMmwMF• - wn. . t ` ' . tk,41R 44?„ . itopp ,wto � ' ,,? w „ '001 rrt . � • • .. •lam , . • 1 TITLE LDS TIGARD TR-5 TYPE PLANE FRAME UNIT POUND FEET DEGREE JOINT COORDINATES 1 0 0 SUPPORT 2 0 1.76 3 2.8 4.3 .• 4 5.6 6.84 5 8.4 9.3750 f.'• 6 10.9 11.71 7 10.9 9.95 SUPPORT 8 7.98 7.23 9 5.17 4.7 I ,'. 10 2.37 2.15 MEMBER INCIDENCE •' 1 2 3 2 3 4 AV, :I 4 5 • , 4 5 6 f1 ;' 5 7 6 6 5 7 tl, 7 8 5 8 4 8 ', 9 9 4 I "' 10 3 9 11 10 3 101 12 2 10 • 13 1 2 '. 14 1 10 ito 15 10 9 16 9 0 17 8 7 44�, JOINT RELEASE. tt1 MOM Z !db 7 FORCE X MOM Z f MEM RELEASE f j., 5 TO 13 START MOM 7.. END MOM Z Mk UNIT INCH MEM PROP , /(�+�" WEB AX 5.25 1Z 5.35 5 TO 13 iR CHORD AX 5.25 IZ 5.35 1 TO 4 14 TO 17 MATERIAL PROPERTY . STEEL E 1800F.3 ALL STIFFNESS ANALYSIS UNIT FEET LOAD DL MEM LOAD 1 TO 4 FOR Y GLO UNI W —40 14 TO 17 FOR Y GLO UNI W —20 LOAD LL MEM LOAD I TO 4 FOR Y GLO PROJ UNI W —60 LOAD WL MEM LOAD 1 TO 4 FOR Y GLO PR0J UNI W 67.8 • LOAD COMB DLLL COMB DL 1 LL 1 LOAD COMB DLWL COMB DL .5 WI. 1 OUTPUT DEC 4 SAVE ON REP DEVICE TROUT 1 SELECT LOAD DLLL DLWL LIST REACTION -� UNIT INCH LIST DISPLACEMENT t UNIT FEET LIST MEMBER FORCE ALL i,.. FINISH ' . f • l': Lk' •R 'Ti ig r �,1 . ..,�h ..- 1 "+T"f4mi6 a ww.�.i.n.,... ..... ..............,..,sl�+••n/n.w��"Rllw�«*«11wNr+IM�w+....tr ..• .y(� 1 tt ns ` �5� �N�j'IP, II�f``��.'' -, ' V'N <i i • T In . a • r0H i N a f7 rnw H Z i Or j? Z , H a I . « .• « 1 Z Nr N'D In UI.1TN V1 « I Z OOmT NIO Hm CD - « 1 0 U1 H N0•a VNN'1101 « 1 0 N HM•-••-INION Tm • � rnlnmHIOMOTH•O HTOO-aMOHO•+ H 0 ZF 0-•I0o0H H o00 •LF 0000000000 F E. a H O U 0 •] O w 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 3 al N 0 4 a 1 1 I I I c. 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U c� La 4 I N 4 a M N�` W UI m� «0 « & •• « II n. .. 0 440) * Cl) �+ ..H « H ZC qp «0 « µyd FI0i O O « H.L 0 F «tD b !A H «IO « w •.] p (5 •1 0 M v v, ID h CO T O .-1 N ID M V In h EN . « « • >r. « 7 4 , + ` k 11, 1. u, -]I t Ix xlr�I1 I, i'1 X9 v ,- , YY K .4r.' r a ' 4� 1 , 0400‘1 .• • • �$ y�`1 .'tiv;,°y r {' ,�. .G� .•! r.,� v1 yF �• �, a r^: +pi"''Y+i"" "fYAri4.7M f !!11" VW* u` ***4*0 .4 ;:ilk"4f. ' Fi' "`I F '•r4' f4 tM 4, tl',:'em +•h y4 ) 'r f '14,-,. • t y �'1 s �" :) ..sl+ ti1MRMriYW9rl+�fifEN1l14lKAw. •...,.. ..wdnwx J TITLR LDS TIGARD TR-6.A. TYPE PLANE FRAME UNIT FOUND FEET DEGREE JOINT COORDINATES 1 0 0 SUPPORT 2 6. 58 2.32 3 13. 16 0 SUPPORT 4 6. 58 0 MEMBER INCIDENCE 1 1 2 ' 2 2 3 i` 3 4 2O IT 4 1 4 +` 5 4 3 ^- _ JOINT RELEASE 1 MOM Z 0 r. 3 FORCE X MOM Z MEM RELEASE 2 4 START MOM Z 0 5 END MOM Z t '• 3 START MOM Z END MOM Z UNIT INCH MEM PROP WEB AX 5.25 IZ 5. 35 3 4 5 CHORD AX 5.25 IZ 5.35 1 2 MATERIAL PROPERTY STEEL E 1800E3 ALL "Ili STIFFNESS ANALYSIS UNIT FEET r LOAD DL MEM LOAD 1 2 FOR Y GLO UNI W —40 1 4 5 FOR Y GLO UNI W —20 LOAD LL 1 MEM LOAD 1 2 FOR Y GLO PROJ UNI W —60 - i LOAD WL F �y MEM LOAD 1 2 FOR Y GLO PROJ UNI W 67.8 T. LOAD COMB DLLL COMB DL 1 LL 1 li I' LOAD COMB DLWL ir COMB DL .5 WL 1 OUTPUT DEC 4 SAVE ON 1r: . REP DEVICE TROUT SELECT LOAD DLLL DLWL LIST REACTION UNIT INCH LIST DISPLACEMENT UNIT FEET j LIST MEMBER FORCE ALL FINISH 41/ 11"r Is i 1 j p q mbti r xt .. k ;, �� p4J1 {) 8 •rz� I l it it• � { ,' y,v4* ,ie W 10 vi-,1\ 4c . �{ �!"r,' H •; i° ;1t zl 7' fl1�7P �; toz'¢+k {} % I�id a • w.f .. � . ` ", • • DN • N 1 O O HU 4 I.'-.7 P \ Z • Ji r H \ P \ 41 I Z .O rf 00 N�ONO « I O M.-IM O •• « I lz7 .DN 7O 4 H ..P•-I O f .. a'V1'7O 04.00 rn o. 0 z��.. I. F a �m ..•r..0 4 .0.4 0000 f•. m E' a 4.. I 0 F4.F.P H4 N !n G [+u Q D Oa N N I IMP r 1. Iti Fa ii z ONO r- I 17oho , Y .I I o o. o. N 1 I0000 W I I o o Dbo n 0000 D O FUI q ANU F NU t • F. 0000 UoOoo [ N � ' IIIq H C — H 4 0 i .� YWa�z a a uN a u u!� F « Y rr]] ..417• H II \ «N « -Q, .N. 00 oca,ao o AO 0000 MHD 1 H O O O O HI «a « 0 0000 FF• «5 « .3g o 0000 0000 �' «w « o F.o �o i o 0A 410011" ' r «o « a •• z P « « a• K K Pa ., «a « � F "N " I1 « [r: 07 •« a O7 Y Y Y W H « n « h F 4 i 0 i .. N N 0 N a O P { W P r- .-. 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Oa I 07 a W n ya « • • aw yM F, « « a e v' C A r • «Un * Cr• l0-, O d O O 3 3 3 0 Z H 70C x 3 'Wt 3 • ` OFa!�1-1 •a • .. x H F U U '• i u `J • 4f W U «7 4. O W « a w tai N ni �pp +w « 0:1 z Ort.1 «0 • Z •. 4.a « 41 0 •• 6 0 IFo F M « 1.. ..7 0 C4 -, rn M •V' ,n •N W • r'1 `F u't i• • « OW « • W WU « p � ,! « • • W • a 7 « a r {Y , LY: . ,4- 1. .{27 0 , . .....,, :.,... . , . . ,...'..:.•••,• , Lori , .1,. V • . , 'i: Y T 11 5J '3 4 • '1.,-,'•'''',.-. • - , .Al.:J!F f t. 4 .i e ,, -,,,,,, :4:, . • .,a . 1 1 1 OREGON ENERGY CODE ,: I , . COMPLIANCE FORMS PREPARED FOR: LDS TIGARD 1 AND METZGER 1 & 2 . . , r . F • 1 ,11, 1 f • • PREPARED BY: ,.. 1 6 4 7120 $ 'rt. i . f. I I • 1 Larry L . Grimes Engineer ,i 11 ONE COLUMBIA RIVER, SUITE 200 1 VANCOUVER, WA. 98660 (206) 696-24RF i „ ,,,,._. 4 I'.';'.1+' e i I • 'RA` N..r 7000ft . , . • u Form 2a - Page 1 i II SUMMARY for Project: LDS TIGARD 12/31/92 ! • PROJECT l.Project name LDS TIGARD For building agency use only • 2.Address SW NORTH DAKOTA ST. Bldg permit # 1 ----1 I— I ____.1 3.City/town TIGARD, OREGON Checked by 1 —1 ff I —d li 4.Bldg area(sf) 15,378 Approved by , L -- - 1 ---I _—.L—. Notes/Comments: r 410 [✓] New constructionOil [ ] New addition F-- - • [ ] Interior remodel I —I 1 ATTACHED Compliance paths for new or alterations Compliance path for new or alterations FORMS to exterior building envelope. to lighting systems: [I] Form 3a [ ] Form 5a Prescriptive Path Interior Lighting Power [ ] Form 3b [ ] Form 5b I: ,• Component Performance Path Interior Switching Compliance path for new or alterations and Luminaire Count to HVAC and plumbing systems: [ ] Form 5c [✓] Form 4a Exterior Lighting r Systems M } OTHER 1 ' DOCU- � (a) (b) 1 MENDS # Pages Description of Document 1 ! • ±-- -- — { 1 <c 1 —I 1 i• I -- -�- _JA . miliMmEMOIMMIIMMEMOM APPLICANT r- , I I -7- 1 5.Applicant 1 11 8.Firm/company I ,. I 6.Rep,:asenting 1 11 9.Phone number 1 ( ) - 7.Sic�nature 1 II O.Date— 112/31/92 L--- -- 1 -- --I I A_ ' +J .w 1 :f I 4J - 'p ' '•`w+ � �j 'r�f�� Wr � a: Y ^ � 3;' ? R' .. � M�WY.: y a I 1 ' E IA9luPm . ,r: r 1 ' Form 3a i PRESCRIPTIVE PATH Building 1. Roof area(sf) ��, �J 4. Wall area(st) ----T-� Areas - --- --- 2. Skylight area(sf) O 5. Glazing area(sf) 7c, 7• -- ,1 3. Divide line 2 by line 1. Use this 6. Divide line 5 by line 4. Use this 4 value for your Actual Percent Skylight 0 -� value for your Actual Percent Glazing 0r/(0. - e ' I. Climate Compliance Criteria A - B C D c E a Zone 1 ^ Values Minimum Single Double Single U-Value Double U-Value U-Valuete, 6, / See figure 3a for Glazing Type Glazed Glazed Glazed 0.5 Glazed 0.6 0.5 climate zones. Maximum SC :t Glazing N/A N/A 0.6 0.5 N/A 0.6 0�4 (9, $ (cooled buildings) , SC=Shading _ Maximum Coefficient. Percent Glazing 9% 17% 18% 2•1% 27% 37% 46% X62 /oIlk , Rt=Total Wall Minimum Rt 5 5 10 5 10 10 10 7t i ( `"•ty' Thermal t Desistance. The Minimum Rtj ht) sum of the 13 13 13 13 13 13 13 g c i(p't Roof/ (without skylig _ resistance for all Ceiling Minimum Rt of the individual 17 17 17 17 17 17 17 -- • (up to 3%skylight) • • components of _ --_ - • the assembly. Slab-on- Minimum R-Value 4.5' 4.5' 4.5' 4.5' 4.5' 4.5' 4.5' y Grade (unheated slab) _ � 5. 5.8 for heated - slab. Floor Minimum Rt 13 13 13 13 13 13 13 - 7. Does design meet target? Enter one of the package letter(A-G) if all the components meet the criteria. Otherwise try Form 3b. • ClimateActual • Compliance Criteria A B C D E F a Values Zone 2 _-_!- - '- Minimum Single Double Single-UValue Double U-Value U-Value • See figure 3a for Glazing Type Glazed Glazed Glazed 0.5 Glazed 0.6 0.5 • climate zones. Maximum SC Glazing (cooled buildings) N/A NiA 0.6 0.5 N/A Oi6 0.4 SC=Shading Maximum • f Coefficient. 5% 9% 15% 21% 24% 29% 36% - ^ - Percent Glazing Rt= Total Thermal Wall Minimum Rt 5 5 10 5 10 10 10 Resistance. The _ _ ___ __ _ sum of the - Minimum RI - �- resistance for all of Roof/ (without skylight) 16 16 16 16 16 16 16 the individual Ceiling Minimum Rt _ components of the 24 24 24 24 24 24 24 assembly. (up to 3%skylight) Slab on Minimum R Value8' 5.8' 5.8' 5.8' S.3' 5.8* 5.8' '8.2 for heated Grade (unheE led slab) - _ -_ __ ''' slab. - Floor Minimum Rt 13 13 13 13 13 13 13 ' • 8. Does design meet target? Enter one of the package letter(A-G) if all the components meet the criteria. Otherwise try Form 3b. mime . w Envelope Slab-on-Grade Perimeter insulation installed with minimum total distance Floor of 24 inches per the Code, Section 5303(d) _,- Enter the Air Leakage Manufactured docs and windows are certified and building reference to plans joints are sealed per the Code, Section 5303(e) __ _ _ and specifications -_ Vapor barrier material is rated at one perm or less, and �- • Moisture Control installed per the the Code, Section 5303(f) moimorm 1•.,,,. rA N • L . . .. kiiiitt..., . .., ,. . . . .r. . . ,_ , . . . ... .. ..a, '7 '^.:•r11V)yt!•1414{'oroor•{..' • K- 1•1V.1'/ SAF..! fY,,..... ,.... ,....,,..rNa.."....."..N..0..,.MYdk..l0.14.. ..A...,4..........,„,................ „ ,• lM,, . • 11 Lib1 �e i1 J1.$:',;.; {waC ! N't'r . Worksheet 3b- Page 1 i ROOFS: Rt LDS TIGARD 12/31/92 ,1, ,, k ! r1� V:. ROOF 1v`'fr' (a) 1 (b) (c) ' 1 Layer 1 Description Detail R-Value m?: +e, F— + i 0.17 EXT 15 mph Air to Surface i C _4-- A Asphalt shingles 0.44• I------} H I II B SHEATING 1.32 ` 4 1-----i Wood Joists, 2X8 24" U.C. R-38 INS 31.94 e H— D Drywall 5/8" 0.58 1 E DRYWALL 5/8" 0.58 l' --- F d INT Still Air to Ceiling 1.61 H _ 1 --I 1Rt. Total Column (d) . 35.64 •. L_ - -- I J ` 0 , Eel A\\\.) A\\r \ ) ; pil. i . - 7 )----\'-''''i • i , 1 1 � .y.. .yR ., pw , >,. ra N : 7A � � , . ..., 1 '' •V 4 Y + ir ;''. I Worksheet 3a- Page 1 S. I WALL: Rt LDS TIGARD 12/31/92 , WALL 1 i I — I (a) (b) (c) (d) 1 Layer. Description Detail R-Value `' I EXT 15 mph Air to Surface 0.17 1 s - —1 ; A Face brick 4" solid 0.80 I — --I B Walls - Air Space 3-1/2" 0.91 I — i C SWEATING 1.32 I -- I f----- 1 D Wood Studs, 2X6 116" o.c. R-19 INS 14.06 - —F — I E Drywall 11/2" ( 0.45 . ' INT Still Air to Wall I 0.68 I t - - I ---H Rt. Total Column (d) . 1 18.39 I —J I 1 I I EX (04 1 - WI 43) GI is E, 1 a I ... -•...««w.eo.nm>..ere.+<vnw+..Rw.amvar+wMAtz4:.AF+owihR1R1kyill�Mi'' 4�&'�4W'4Vrf' } +t' nw.�.w.... $� 1'&�VMg9 1 �� Fd�'�`e"er tfir .��{@ *ILA tl,,r��pyp �p',�y1(��j,�.w�yyypp,� gyp ler. 1 N,, 'Ml ,» • '...•* '. 4 t.td. ''*n A 4:*et.,a W e nl""+..eA ' � k * i'a' 1 »r i _`I MM.F1 #Ir MSN w _____r*,:::'... "mummir' •t1 Worksheet 3d - Page 1 • AVERAGE THERMAL VALUES LDS TIGARD 12/31/92 WALL VALUES (a) (b) (c) _T— (d) Area Divide . ', Wall Type (sq ft) rat Value (b) by (c) --I-. a WALL 1 4523 I 18.39 245.95 4.Totals (b) & (c) 4523 I 245.95 0 _ 1 —_L -+.— ! 5. Average Rt Divide 4 (b) by 4 (d) 18.39 L-- I-- I I I r n From Worksheets 3a 1 1 From test report I I From ASHRAE methods •. IJ U L-1 ROOF VALUES (a) (b) (c) (d) Area Divide I 1 Roof Type I (sq ft) Rt Value (b) by (c) I _H I ROOF 1 I 15P53 35. 64 444 .81 H - I - ----4--- I6.Totals (b) & (c) I 15853 444.81 I__-- — —_1 17. Average Rt Divide 6 (b) by 6 (d) 35.64 -- — IXI From Worksheets 3b I I From test report 1 1 From ASHRAE methods LI L LJ A d 1 bd • ^,-n • t'. n r• i. A's O. A!',. t [''' ' , A ,ct • • • 4111M4111,.........",. }� w+wM11�1r}/'..^I.♦ ;r"Ms,,—.. Mtr... - i /may' * e ;r, Y`,, gyp". � ';J Ai^I •1 • Form 4a Page 1 12/31/9211 )11410 SYSTEMS LDS TIGARD i r I ' — COOLING (a) (b) (c) (d) WITH Exceptions from Code, Section 5304 (a) 1 l' � I t OUTDOOR Cooling Less Less AIR with than than Heat Others Fan System Fan System Outdoor 5,000 134 Recov- I.D. Description Air? cfm? Mbh? ery ? i F-1 FURNACE N Y Y N 60,...,1 F-2 FURNACE N Y N N NO COOLING —} -H--- H • F•3 FURNACE N Y N N NO COOLING ; -.'JailF-4 —H FURNACE N Y N N NO COOLING I F-5 FURNACE N Y Y N F-6 FURNACE N Y N N NO COOLING ' F-7 FURNACE N Y N N NO COOLING I }----- I ---+ --4 F-S E---- FURNACE NY Y N 1--- FURNACE F-9 FURNACE -- ---� N Y I I N ---{ 1H p FURNACE N Y Y N 1-----4--------------1 -- - -- - -IYNI 1 F-11 FURNACEr —, I" J --- –� �--- HP-1 HEAT PUMP N Y I Y N 1 J l- I - -- I —__l--_ - 1 • 1 I C . • it N a. ?" T .>f. a „too k » ` � ; FFr � I .wby o hsw . } kilk h: Form 1a - Page 2 LDS TIGARD 12/31/92 '' , SYSTEMS e , SIMULT- Type of System Requirements Reference to Plans ind Specifications Itt ANEOUS (from the Code, Section 5304 (a) 4) b, HEATING -- --- AND Multiple Zone Supplied air is automatically reset to the 1 COOLING with Reheat warmest temperature pseible. NA —1warmest _____I Single Zone Reheat and cooling is automatically } ,:' with Reheat sequenced NA , i!' Dual-duct & Cold (and hot.) deck supply air is automatic- 0Multizone ally reset to the warmest (and coolest) '0, temperature possible. NA 314 I 1 H All Systems Supplied air is automatically reset to the with Recool coolest temperature possible NA is - Concurrent For concurrent operation to a space, heat- Heat& Cool ing and cooling is automatically sequenced 4116 and heating is limited NA ;e, L_ �_ I I — __J 1 t( r !. i 1 f 1 1 1i l ' J r pp -4'• ..t . . ,r s• 4rµ -Ik i - .w1 ,, „,. , 1n 4• / N, .'+ r tg Y • 0 ` y'Y,•NMi1N'•`n.Mw'A.. r "41111111.11041 040.4 t t "likK!��4411 ! .••1. ,r , rv,.1,.. •.r1,` ;t4M*14,11M4 ya•.,.,.r/MOM Form 4a - Page 3 ;) SYSTEMS LDS TIGARD 12/31/92 i 8 EQUIPMENT' Type of 'Requirements Reference to Plans) i•: II! PERFORM- Equipment Iifrom the Code, Section 5304) and Specifications' ANCE I- I i ey Mechanical. 'Provided with a readily accessible shut- 1 VSntillation off to each mechanical ventillation I. • System system. SPEC 15970 I 44 -- -- f —I f Uritary AC and Efficiency rating in accordance with iI ' Heat Pump code, Table 53-E NA I Water Chilling Efficiency rating in accordance with 1. Packages code, Table 53-F NA Water Cooled Efficiency rating in accordance 1.44th Heat Pump code, Table 53-G NA — I— --I Package Term- inal AC and Efficiency rating in accordance with • Heat Pump code, Table 51-H SPEC 15774 H *_ { Heat Operated Efficiency rating in accordance with Cooling Equip. code, Table 53-I NA — ' I-- Efficiency rating in accordance with Boilers code, Table 53-J NA Furnaces, Unit Heaters, Efficiency rating in accordance with Duct Heaters code, Table 53-J SPEC 15611 All Equiped with controls to prevent heater to Heat Pumps operate when the heating load can be met by the compressor only SPEC 15774 I j M ‘00•Weras0w1•40.1. i e ' 4 h Form 4a - Page 4 ', I SYSTEMS LDS TIGARD 12/31/92 I -r--- ----I T ----1 DUCT (Duct Duct IPequirements (from Reference to Plans INSULA- (System Locatio,1 thc' Code, Section 5304 (c) and specifications ' TION I- '--I--. On roof or on R-6.3 w1+-h a vapor and ?; ,'Y ! exterior of bldg weatherproof barrier NA Attics,garages, ! Cooling and crawl space R-4.2 with a vapor barrier SPEC 152900 -_}-— 1 System In walls within floor- ceiling spaces R-4 .2 with a vapor barrier NA i •.e i Concrete Slab lor under ground R-4 or better NA I- — 1 - H . On roof or on Zone 1:R-2.1, Zone 2:R-4.2 'exterior of bldg Zone 3: R-6.3 NA I F--- — � 111 Attics, garages, Zone 1: R-2.1, i Heating land crawl spaces Zone 2 and 3: R-4 .2 SPEC 15290 I- --- --- I -I System ( In walls within floor- Zone 1: R-2.1, 1 I ceiling spaces Zones 2 and 3: R-4.2 INA -1- H . I 'Concrete slab 'or under ground IR-4 or better INA 40:, I —T.-- —. -- i --1 SYSTEM I Type Requirements Reference to Plans CONTROL I (from the Code, Section 5306) and Specifications I---- _I-- H IThermosta- Temperature ranae:heating(55-75) , Cooling Itic Control (70-85) ,and both heating k cooling(55-85) with I up to 10 degsrees between full heating/cooling SPEC 15970 ` I— -----+ — - H I Humidifier- Provide with introl to prevent new energy to be IDehumifier used between 30 to 60 percent relative humidit" NA . I------ 4--- _-I - (Temperature Zoning Thermostat for each HVAC system and floor SPEC 15985/M1 -- -- -- - ----I- - • 'Setback and Setback and shutoff controls for each HVAC , Shutoff system. Dead band thermostat for both heating and cooling system (68-75) ISPEC 15970 _ --J „4 i ,. • ' I:Y 11roww 1.wMNM+:'4'MY.Mn+r..• n � eMMYM1AeYr . ii r1� Form 4a - Page 5 SYSTEMS LDS TIGARD 12/31/92 • r I ------1 MISC. Type Requirements Reference to Plans PIPING & (from the Code, Section 5307 - 5308) and Specifications • PLUMBING -- Mechanical Thermally insulated in accordance with the Piping Code, Section 5307 SPEC 15261 r Showers Provided with a flow-control device to prevent flow over 3 gpm NA 1110 Lavatory Provided with devices to prevent flow over 0.5 gpm and outlet temperature of 110 degrees SPEC 15440,2.4 -A- • Circulation Thermally insulated in accordance with the System Code, Section 5308(c) NA Heating Thermally insulated in accordance with the Piping Code, Section 5308(c) NA -- Hot Water Hot water temperature is adjustable and auto- —� Controls matically regulated SPEC 15459 Hot Water Provided with a shut-off devise to each hot; System water supply system; electric switch, gas or; oil-valve NA • L___________1 I 1 COMMENTS • 41siIf; ji 1 ';'•',.'1'.1,4 t L �Y {f.YY. (,I /dM.IMAMYMKrtA'NI.MW\nW'�Yv'M".m H • • //o6 c _,J,id -79. 4 : LEE RUFF _ _ STARK A R C II I T E C T S M 1 • , 1. r r f: a July 14,1992 • Hearings Officer i. , Community Development Department City of Tigard 13125 SW Hall Blvd. ` '"' Tigard, Oregon 97223 a• RE: Application for Conditional Use. 1d, Narrative of Proposed Request ..; is CUP Application 0 92-02 . f.; . LRS Project 0 92018-1.00 r1This application is for a Conditional Use, approval for construction of a religious assembly with associated off-street parking and storage building. The Church of Jesus Christ of • Latter-Day Saints (applicant) respectfully urges your approval of this request. A review of: 1. Description. IL 2 List of Applicable Zoning Standards. • ' t 3. Compliance With Applicable Zoning Standards and Conditions. y follows for 'our consideration. i;ti I. Description. ,•.,, The 5.3 acre site is hounded on the south by SW North Dakota Street,on the west and north by resic.ential properties and on the east by a private ingress/egress drive, 50 feet wide, which in turn ahutts residential property. The site slopes gently downward from southwc;t to northeast. Existing vegetation k'.* on the site consists of grass, weeds, trees and blackberry bushes. The west central portion • and southeast corner of the site arc wooded, primarily with native douglas fir. The ` remnants of orchard trees are located in the southwest corner of the site. Several wood framed structures,including a single fatn:ly house, detached garage, shed, and ham are located on the site. Several abandoned vehicles, old appliances and garden debris are also present at the site. Y" • -� S20 S.W.MEADOWS ROAD • SUITE 340 • L...' OSWEoO,OR • 97035 • (5173)M4.4747 • FAX(503)6M-4749 1 • SO/ZO' d OZO' oN 8T : ST Z6' bT I r�i 6b.'_b-b89-£0S-i ' oN 131 H121d ?121d.1S 331121 331 .. l n ` , A li 11,x151. .H • ,,1 1r�?r IrlF t ,N'�,r I 1 1 Hearings Officer Community Development Department City of Tigard ' 7/14/92 • Page 3 . No existing storm sewer is presently available to the rite at any property line. The 0 applicant will complete a value enginucring study to determine ai,ernauv s and the most I viable alternative. This will be done in conjunction with the City Engineering staff. itt. 18.130.044 The avolicable recruirerneDts of thezoning district are met except as A' tnadififiliathiLdialda. 1 The zoning designation for this site is R4.5, Single-Family Residential. The '. sib of Chapter 18.50 apply. Section 18.50.040.A./2 lists religious assembly as an conditional use allowed lir, within this zoning designation. tom; VA The site layout meets all applicable lot size,setback and building height )44 requirements of Section 18.50.050, Dimensional Requirements. lie . • Additional Requirements per Section 18.50.060: + " I The site layout meets all applicable requirements of Chapter 18.96,Additional Yard • Setback Requirements and Exceptions. The proposed building meets all applicable requirements of Chapter 18.98, Ru .ding Height limitations: Exceptions. , J r The site layout meets all applicable requires tents of Chapter 18.100, Landscaping ,. . and Screening. The site has been designed to maximize preservation of existing tress. The site layout meets all applicable requirements of Chapter 18.102, VisualI ' • r.•ii i Clearance Areas. The applicant defers judgment to city staff for determination of how best to achieve the desired visual clearance requirements at the east entrance to the site. It will be necessary to remove and prune existing fir trees located at the west side of the entrance drive. . • 1 .111 The site layout meets all applicable requirements of Chapter 18.106, Of-Street • Parking and Lording Requirements. 172 full size parking spaces are proposed together 1 . with 4 handicapped spaces. Bicycle racks have not been indicated on the plans,however, space has been allocated for the 12 required racks. This facility will not .receive or distribute material sir merchandise by truck_ No loading spaces arc proposed. 4110 The site layout meets all applicable requirements of Chapter 18.108,Access, Egress, and Circulation. • *l f, • i k R SOibIOdO?O ' oN 8t : Si Z6' tit Inc OLD'-1789-i.05•-1 • ON 131 HJZIH )121d1S JAN! 333 ) i . • wr4++� +wN�M ! ,* M rP •v" +.. M{ y , try .i., l —..i '. we t !wateo. �...� r • • :i .fl ;;5.1.,�a.. ,x.. .:1,.. - _ ,.....,.e.,,.v,++,pr.H,,Vswa,rrvr"'•r Ya.,th. y:;•. ,t'+t"Af.rai.<. to.,.c;, :, ... .._ ... .., -. - .. ...,,,w 1f • ,V„ i Hearings Officer . 4 1 - ' Community Development Department City of Tigard • . . 7/14/92 i Page 2 i , There is one, possibly two water wells on the site. All existing structures are to be so mmoved and existing well(s) to be abandoned, • 1 Development is to include a meetinghouse building having approximately 17,000 gross square feet, a storage building of approximately 300 square feet, 176 off-street IMP parking spaees, and a bicycle rack for approximately 12 bikes. The north 200 feet of the site is to remain undeveloped. • Y ' M 2. List of Applicable Zoning Standards. Chapter 18.130, Conditicnal Use Chapter 18.50, R4.5,Single-Family Residential • Chapter 18.96, Additional Yard Setback Requirements and Exceptions Chapter 18.98, Building Height Limitations: Exceptions Chapter 18.100, Landscaping and Screening Chapter 18.102 Visual Clearance Areas Chapter 18.106, Off-Street Parking and Loading Requirements • Chapter 18.108, Access, Egress, and Circulation •,,! 3. Compliance With Applicable Zoning Standards and Conditions. f H. Applicable Standards as indicated in Section 18.130.040: 1 e..,3,Q.�Qq(2 A 1 Tfi _s•.ite site and dimensio,1 Provide adequate_area_fur ltemeeds q,f �,J2oed u sse- "'1 �: The 5.3 acre rite;'a_s adequate size and dimensions such that all proposed uses meet applicable City of Tigard .standards and Conditions for development. I 18.13uLO.A.Z E e ch(Ltracteristicsal'ths',si1e are suitable jar the pro..gosed i e considering size,shape. location, toy> r(p.hv.cs► l ctjaral features• . t All characteristics of the site are such that no adverse or unsafe conditions would he ! created as a result of this pr.nosed development. . . 1 I , .,Q4O.4.3Ali reguired_Pub/k.fracrlitiesbave asirguate capacity to serve thepropa,sa/ • Water,sanitary sewer,power, telephone. and gas is available to the site in SW ' North Dakota Street There is sufficient additional capacity in each of these utilities to service this proposed development. 11' ' • S0/a ' d OZ0 ' oN 81 : SI Z61bi inf. 6bb-b89-£0S-I ' M 131 HJ21d A8d1S JJnel 331 1 L ,' , . I ........1 ..., • , . j • i" '1 rt : r,tk':' �4 .�� r�Ji it '• rwd'�'fl� 'CYry�'S1h@!<^rt x,r'd!lfi'�.n.tri.Yi' „'� ?' ';,.'k'0�M1� Su{b'i't�^�!�7ArivE•NIMAIMNM'A+'v,tt:+t+n'naw,,.io.ru...wr.....�,. .....rd..v..,w c.W^ai�� Hearings Officer , . * Com.ttunity Development Department ,;i,ry �`y City of Tigard q��i15,, t "./ 4/92 r 4:'' nz. Page 4 '.,� i 'vAp .' 1 I ;i, '', f 18.110.040,A.5 The supplementacy repuirement set forth in Chapter 18.:14. Sirens. anti i , Section 18.1?0,180.Avprgval Standards. if applicable.,are met, 4' . A wall sign for building identification purposes is proposed as indicated on the oft F`.' drawings. It is to he located on the south facade and integral with the building. The intent ,�'. is that.the sign he legible to those visiting the site. Lettering on the sign will not be legible from the right-of-way of SW North Dakota Street. The size of the sign is to be ,! approximately 3 feet high by 4 feet wide and should be considered exemptas defined by .. Section 18.11.06O.A.2, which states "Signs not oriented or intended to he legible from a I ! ' ,, right-of-way, other property, or from the air." The sign will not have lighting. t All information required of Section 18.120, Site Development Review, as j'I determined at the Pre-Application Conference arid Application Checklist has been included with this application. n 'dry. 11.00.040,A.6 TI • A • I ' I 'jwpjr_aabLe polici a of the C.al>zprElte. tv.� . This proposal is consistent with a'l applicable policies of the Comprehensive Plan. i Sincerely,, LEE.t,.ti -STAR ARC ECfS Jo . Stark, Par cc: File # 92018-1.00 /2.02 .' .i u. i. , tk '' SO/SO' d OZO' oN 81 : S f Z6' b1 PIC 6tLb-V89-£0S-VON 131 HDId A8H1S J.J11'3 :331 1 f i, s` , )1k ' I 1!'" +�'. * ." a ``•. , '!„. ., +��yF.' w . 4 iA 'e r i "� . . . • r--- . _ INSPECTION NOTICE City of Tir,$ard Building Department 13125 SW 11a11 Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175> Busineoe Phone: 639-4171 e 1 ll Inspection: = iA r Footing Plbg. UNderelab Mech. Rough-in pp /Sdw1' i Found. Plbg. Top Out Gas Lino FINAL: .d Poet/Beam Stn:ct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. NI "! Plbg. Underfloor Water Line Gyp. Bd. -Mech. Time: __AM ----PM Date Requested:_— — ______________ Permit ----- --'— allw Addreee: Permit t: Builder: ________ - - - THE FOLLOWING CORRECTIONS ARE REQUIRED: vim 5 't / g7 D 6 - - - -- i09 — - —__ Cl_ C4 --_ _----- — 8d5r _ S — — 7--ziAdtz__Li b 4 t�' �Lii - _.-. -_ i 7r 4'<, Inspectors Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ,;' ----- For Reinep. r Q *Ii i vM1 e `{'� _ �t'u� ! ��i.%� �1 ({ � �Ff4� �y�49rr ! ryt dlr I[1�ryM ! - Ak- UNIFIED SEWERAGE AGENCY OF WASHINGTON coUNTY „.fATURE UNIT RJTIF 5 • TOTAL TOTAL FIXTURE VALUE NUMBER NUMBER r– i BAPT1STRY/FONT 4 E BATH – TUB/SHOWER 4 I 1 JACUZ/THPL 4 I CUSPIDOR/WATER ASP I 1 DISHWASHER – CXJMMER 4 ' Ili ! – DOMEST 2 DRINKING FOUNTAIN 1 `� L ! FLOOR DRAIN "' 2 INCH 2 S / / j - 3 INCH ,,!! • – 4 INCH 6 ti 1 GARBAGE D I S►'OSAL A - DOM (TO 314 HP) 1 6 _ W. COHY4 (TO 5 HP) 3 2 – I ND (OVER 5 HP) 48 z OIL SEP (GAS .STA) 6 SHOWER – GANG 1 • – STALL 2 S 1 UK – BAR 2 6 •" J —�— O )\ BRADLEY– BRALEY 5 + ^ Z ' – CCJFMERCIA1_ 3 V I – SERV I CE 3 24-0------ / 0 ^ ------• WASHER. CLOTHES 6 �__ I WATER EXT ) 6 _ r WATER CLOSET y�� i • URINAL 6 6 (•,/�1/2� ' ------ 1 _. '7 Pt)`E1214 TtWvl :,(42 ('A' DATE rl NSP TOTAL a EDU BUSINESS !� ADDRESS PERM 1 T• NO. 4. TAX MAP/LOT COUNTED FROM t5. 73- 83 ' 8 Annwritt.ta s....w, .+ + ..... I d ,t6v it"0.${.� �� Ei`, j, • ii1