Loading...
7150 SW SANDBURG STREET-6 KEY BAND SERVICE CENTER REMODEL Et.0I PMENT SCHEDULE Q w � ,..__.__..... Mu '1 CARRIER MODEL 48MA028 25 TON ROOFTOP MULTI-ZONE 1JNI7 0 (EXISTING) I- I Z Z r i tA to! `� a =i ( SAME AS M7. i ) �u4>, iUI� z ZO ---� f (�'� ! C,,F �jj Z MZ- 3 CARRIER MODEL 46ttA024 20 TO:J RdOFTGP MULTI -ZONE UNIT. _ a < ,1t _ Ir�„�;� r I _ i `I�._ (EXISTING) TZt uofd • ..r....�,�.,�..�.��.. � 1/” z t < �� j IIS i4� IM7.-'4 ( SAME AS M7- K�Q :34K UW I L L) {I o-.-- .�...,s.....T�_ ,,...�.�..r .�....rr,.r. Z Y1 m l_� I4�r - I; ``'~ - "�' n �`--- I¢ I Z- �> T I EF 1 C00K MODEL C135C5B R00F EXHA'J5T FAPJ iKIT� 0 4a I�'j ' ?OJO CFM (NOMINAL) - 112 HP �i 115Vi 1PH • �,�o$iz uz T l�. ., .__«.,., .........._ .wr.,.._.,.... . .. .. . . ..._ ..._.. ._. _.».. _.. ., w (LUNCH ROOM 11 2) 1#6 a - �.,.,, IJ ,t h EF 362 CEILING v- �-' 2 BROAN MODEL EXHAUST FAN ` ate ' a z ,�"' � � T• - q d; ��y 215 CEM (NOMINAL) 1 . .3 AMPS O 115V/1PH . N¢W "^o 'W /fib' �+' -' (MEN 107 ; � n==a ��.. < x ' I "-•" i � ' ,'o�fi' �L7J ��"'` 7_J � ``.--/ ) y � ' i IV- EF BRC�AN MODEL 363 CEILING EXHAUST FAN uJ .._..—.fir • . , J/ \• ( _ r 300 CFM (NOMINAL) 2 . 3 AMPS 0 1.15L /1PH . d ,'� � I • �� • °,T � ! „ (WOMErJ 10 b 44 � ------- i l4,; i - f "I,' " �D¢� �L� ��� Z {I I EF-4 BROAN MODEL 362 '7EIL, ING EXHAUST FAN 74�?�_4 " IJ i� � ' I4 __ _.____ 1, 215 CFM (NOMINAL) 1. . 3 AMPS 0 11rV/1PH . ri r, _ __FZI � Imo' I IZ'�' [ (t4EN 104 ) w I� Z��'' EF- 5 SA -41 C I ( SAME E A S E F (WOMEN 105) 10-02 Id � ,,,,, 12 _ G t t2�r � � M.L rJ - �� \ (�r-'':.;;,,'G� ; I � •,- � GLNF'kAL NOTES 10 1 ) MZ'-1 THROUGH MZ-•4 ARE EXISTING , GAS PIPING IS EXISTING . Chi LS (T `� ' '� �� '�—�—L�'' ''� __.._.• ___ (T - -'►' L) � 2) ALL N'-W WORK AS PER U .M .C . , STATE AND LOCAL CODES . j 14 R-0 PROVIDE VOLUME DAMPERS AS REQUIRED FOR AIR BALANCE . ror --- _ I ' Ir - d` '�+ Iv;�!'' ;, r./✓•� .: 9 " Fz C` :�' r ri. A� /7w .. -:>• ' - .�T.. ., ... ..., rw"F..__'_ - I Q+r,t lI,• i �t% w INTI ;���/ i j 'T. ' F_, J �� I ..'rl I�- t 'I- I � - ! �'�� i�4:'T ( fit' Y t�`�, � r---' �� �{� i �. � -- ' �i��s� � �a tzl�. � r���� _ _ • --- OLJI- r�rUl P!f!+~,.1T cn *s - �yy ` .. ---•- S¢ G'�'�,4(l. .2'f,T �y �'' /,��, r c G F!-'' c;-e r113t' �.�.. .. ..-•«- �•r,� Ute., ��, ,;; .. �k'1: NI-` I:�� _ Q j IlKAME- 23 ' (�/� I� ��,r'- -• �'"'--� ✓�1f � iC:.?'�► I �r C�•v 11 r --'' r. �h- I K'K►1�1 t=K• 12�,�,/ ��A h�'� 2 I K�I��• T���1- Hr- ;I,iS[i�r�ty M�0r ___ ►-:-"_ _. � - -•----F•- • r .� , i._.. :_ r�.- , • � f _ -_ _ ._ ��-2 �t����. -r���z- Hr- I 14F tea 4�a�n/FraM� c3 _\2 2:5 i f~l)EGF-�' L•G,� `:LjLjr MOU�1T" G I� �- '_ - �:,.. �;:,�..� 2!� , I'�._/ .r 44�Z,� �✓Z-I - - �,•G,,. stJ t'l�.f G�t�l I_�.�• `,� � ' �•G• ��-TUK-1J G(ZILL� J �Y Ft.P �._.. r� ►2 Co' �� G r It;x� Z V e Voujmis_ rrt _ _ 27 ,1 I�I� G.1 �c�'y` tip T K (,oG,4.T� _L h -t *4' ._. 4 . - - 3ae? �, 0 1IL ?� h� Mr✓I Ic2!101 T E '1 i---► I -•-+ns.: ,-.,�c:.�s»�h► i� sts.�.:..,..�: tee-•._ I ---;�;,,u_ IZ \ asp �G ✓� ld _� _ _..�-_ (� � � ..�; - - ..____ _._______-___..______ _-_. I•=�.t� i t:�"a� 4„"�' , ,_ / �' �. k-1J jer-Td� TN TUU H� I � l' �"� G� I .I''�# __ � r �!��� �D �,� 4, �•,�,,�� �, 4 , ,._ 1`J.r>. THi�;Jr,H �O►�T SI'�c-�- � V I�-'i� i l .' Zr,, ��15 Clal►-1 Io+ �� ,J 11'' 1n ! In ( � I I __ .__.• 1J__ las ,s� .__ '�, 1, G", '-`. ? , •q' Z- G Ili" r (TYC' ar Z) z t Iv'- � 1 � 12' Q AA L{ l cis ✓� I I Z.?r:� L_ � G .y ''4' _,. j (2) Ian uti2' I Iv, �Iv ' 2.0 _ [nl�, "`►Fi _ . _ _-_ _-__ � I�'aTV� r��1cf.�i.�r�} 'C7 k=ill !�I CITY OFTlc3AN�3 _ + • .... . . °° , I v I►*' i •.._...._. _... ._..... .�.......�.., ._,....... __ -� _ .... «.,. . I FIERa . _•.•.. ___.. (� `' I 4.121 VA 58'6 letter to:Follow h (+) Ftp �' U. `...: c.� .................................. . •� 1: i ��,� y.•�G,•� G12'Ll I �¢_�• G f:� I�{ ..' ' �Ht.'/ �� 'tea+ Attach. . ......, v `1 `=-- , p G 16�• � �✓ ( •, 1�-i j .-1—••�� ' ."r rTa ""'" .. , f 1 Cr/ lob Addrea3:Z��� 4 { -- _ Ln Date: /��. �� �r LL IOU .�........._. _ ..._._ _..._..�..,. ...,_. , ..,.,,. .._.. ,._. .. _.... ,....................,._ _. ........ ..-........ tu v 77 LLI , I '' - \ !•..-�_ _ I T�Jr�l�i-epi n.. ...a, cr- 1(� ,........,...r.. /� t L L Z m mm 1 1 I Z. `. ( I 0 ; I l 14��' G h CONUI77(?r.� ':..Ly r[F�Pr',;�,(.:J . . . • . . O w m APPROVAL _ / ICr h� G b I ' �' 8�� I t I '�._._ / , 0MIS,^ONr t At'S I T AN APPnOVAC C'-)LLI 0 T> •^ . � '�• a� ��✓ � / �� .�. ! '4 E.f'_,iC3SUE A {yT'S. OF Ca d �0_t_ iu I I (- I� Lij LEI I ItiP, r- `-J 4 CIATE ci Cr, �Ot_u Cl- IJ DR Fly :715() SW SANi)riums STFT'IF."r M, J09 N 1 OF r NO t I i I ) I I i I I i I I I I Y >TT i I .._.. _.._ ,». I F THIS DOCUMENT IS LESS .Y � � � ' � � i I i 7 I i P I I � i � I' � , iIIIIIIII � I II III ( I I I I I 1 l ' '� ;'tI'Iillrll � illlllliili11111i11 lllilli � llllIIII11'' .. w LEGIBLE THAN THIS NO'T'ATION, T �_ OCTOBER 26 IT IS UUT3 TO THE OUAI,I7'Y (�[' -- 7_� --___.-.._—� ----- -___-- _ __ No.39 �i...r!^.... THF. ORIGINAT-, DOCUMENT. - T --. -- ---- ---- — ---- --_-- -- -- F1111 -- __1h Z i IZ Z i Z (1 z 6 i H I L 1 8 I Sl 6 t E i Zr1111 i i i 6 LI8 I + gill )IIIIIIII�IIll )III IIIIIIIII1IIII1III )III i it �IIIIIIIII II►1.11�11111III�IIIII,II11 I►I ►Illi{Ll NII ,.1111111 I I : i z 'n r •� r� pp J Jf v 151 Oo u0 W #rY� 0Z �2,< R a O W •-W a� �rz V'Y,r W W C�u W ,n Z Y V a 3Ln or U4 "AO o Z Y_ - __--- �I IZ•G1 _ Y „r$7'NO U � _._-----`- fig/ M01C I?O►�'l3 L•G'A R T---- r _ _ __ ,° z= w ~ u N u JQa>O n Z_ {W"0Z ux Z r"" torp o► rL E T zo _G0 J540 4ir io o 50 7 L050 G� B� &00 I orU 7�5 6G� 2c'}G� - _ WWI(0 Wke is zouJ:5 znuE 5 ZaJe 9 Zee 3 lo�J� 2 ZOWF.A Inky*' FL6VA'r(UN �DCrpl6r' D�� I � � b �P�.eC4 0>. 7 5/�il �, gj I evivAeZ* -7 'FX I l. • Mz- I 5 1�;�GT C�IZOF'� ZJN� C���A1�. - MZ`� o Lu LrvT you . c �ur.�Tlv�l u pr�Y erw►�+,r,¢,� �OT'fo►�t G�� AF- ---- —_—__ __ __- — --- _ 0 M7-� �02�-) �O`'t• �� �O�E�� CSM 8000 ,:�lP }" � coy 4 ��•: 11 _ l I r I o LE I (c:�r, al5 Iwo ?k�PC ZOFJel ZOWj Ww,j rowed. 6 ZON0,b 7,M97 Z>re7 ZX 7 zona iq Ir.. — — --�--- � -�_� -�LCf', z�I S 10W617 wk.O,I7 Z uE 123 wwa 14 �16 WuF- -774 -A?--�� _ _ _ �, I 1 M1.10 TN L'L�vla"fiO�1 pit=!G 5GS G�� 7 F r \0(19 - w _ t I 1�7`� tr '� •sir.. �i '*'•.'1 I 1 � � ' ---� � J T; •• rr■ ..o ly �.,, • �� • � �.. r� 111 ''/i-w•t•tt`lr � -'"•���'•�.J.1.. I/ +� 7'y��r .w � �/ � z H .•.l•a I J7 Al ~t�• 1µ..o _..!! • lt'^ �' I r � �� - r.�I!►� �... � F- 0 n '1/• t •�?l l • r 11� ,�wL C1� K A�4p '\ 1 1 + • • -Ott to CA � Ituelt p �rr � •�� f t 1 tt • , f � I � 1 •7�. �� j lye I G A It I • / •r,.1.11.•J •��• v N � 1�• r•r� .••w0 � • • !06000 � ■•t1l■� •ar, , - Ij z _S. 1.. I � L �w ��- f'\ (� a fir_ t••V r• f S � rl lP••K• \• t � . r. vll ' M —Ti JZ 44. co X t A...•1"'� t.�,T r.N'R Q' T .1• • t' • � Q V ... iu 1 •�K --°�• _ _'• t 'w' I �u•• n t l�..ity _ 04 "1% • r.�i;zY' L f— O • •,•w � LP_. ltd w CV ct IF t d .1.Y d !� � •� -�� w cr m � �f Z M ,r � ) � itK-.Yl h. �'i �_ •mow t �r i � Y t Itl«w ter t O��,.�tt �. •�� 7 �v... r f LLJ co LLI • — • J I••4., .1: t 1 M.... r ,;N .�. 1 •1 "' _ s •1 K - Q - I T h + "�' /(• aJ.�. t 777 �l a LL 0 Lu fIATF ap VICINITY MAP-- " `1, 1� T' "' C1F nNTS JOB NO NORM c,HT NO t. - �.... IF THIS DOCUMENT IS LESS ' I ' I ' I ' � � � � � � ' I � �•' I•I II1II1' 1I1I' I' I 111 111 11. I I II•i1 ( IIITF I 1111111 I f 111 111 III III 1'11 III 111 I 1 111 III I 1 filifl�i,lll 1111111 111 ' . 11 � III��LEGIBLE THAN THAN THIS NOTATION, I_—_— _�_.__ I ��— 4 I I I �� I� I I g1 I I I I lUII 11 11 OCTOBER 26 9 IT IS DUE TO THE QUALITY OF ---- -- - -- - L�_..-L __-_-� -&L- I No 36 ENTII�IIIEIIII�II8IIIZIIII II8III'tIiIII�III9il�Ellll�llilll II�II6III ZIIII�II£IIZilli111�1ZIIIIII IIItI Zi IIIII0II�7I1III�IIiIIII�II-II —II�I_IIGTT II_I�_THE ORIGINAL DOCUM {II9GZ 8 -Ri 9i IIIIIIII I { IIIIllill Z T�Itt7t1 9� I�IIIIIIIIIIIII��IIIII,1 IIIA {{ � �,LI �IIIII1111111�1111ll11111IN1i Scwdbu.rcc� NJ tm 7 L b C ro Y 3 C � ro m C11YOET11FARD CJIYO,FTMND C.F.RTIFIGWE U.If COMMUNITY DEVELOPMENT DEPARTMENT 0210cmf)C,'CUP()NCY 13126 8W HWI Blvd. P.O.Bm 23397.TOW.Orern Of �S-1 4) 176 1.3 u '17 DATE 18 l I)v 08/iFilk/92 115%d !iW 15ANDBURG Sl FREEWAY SOUDIVISJUIN IONINrit f'---P . . . . . . . . . . . . . s4 CL-ASS OF WORK. oADT) I YPr- OF LJq.F. . . ILOM OCCUPANCY GRP. tB2 UCCUPANCY L.OAL)l 7*r.IAANT NAME. . . tKEY B14NK Retuarliv : Blclu 44(kill, Constr acldn to h1du first f1r, clemo, jAdci ofc% 8, t1t rms. Til" FEE *j;-,,., L--.',11. 0fA DE'FERRFD UN'TIL OC(.,UPf)NCY. $980. 01A to Ma4414 Trall-Ait, $ 1-*2�' V1162 t -rxr--o. if the TIF" is not pmid bufoir-e o,7/ol/'9;:, the amotmt cllAp incra-mvit- -"' 1 .3, 07;2. 00. $9q0. 01b to Mag-A T v,an s i t 'ArV. 01A t 0 1 1 r -0 Owiter: Kr.-*Y WINK OF OREGON lj:,jj SW 5TH AVE' -U I T'E: 4013 PORTLAND OR 97204 Phone #i L.fill tract tit,A till CORMACK VIACIV 1'. i190 E-;. W. Sf-114I)E4.1140 ',;'TI?FET I rGARD OR 91,223 Phone 0% 032--4157 Hey #. . 1 63111 cit.,cupenry of the iml--)()vP referenced buildirin is hereby given, and cortifies ,k"lle compliance with tt-Ig Stato Ilf ot,egoll Spec:!Jj.jty C.'c)cjq% For the group, urrupancy, arlcj jjge k.1ritier wilicl., thts reforenced pe.rm-,tt was isrue-0. 007 t�4 Ill Dr..PARTMEN7 BUILDING _LN.- TUR Will 10 1i.r =!_''_ _.____..___.... :7 1 C; POST IN CONSPICUOU53 P)-Atl` tii•"y"F'1't..���n'st�'.i�`-i'°�'::3:""T'""`+:'� „�. ,..�,"""+ '°•�,1;"�+�('• •,/ ��'7S�t{.... '.t1�.�.:7.. _. :Apw;S�d'".`:.�-+fi.:: Yi �Pt%N vq� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT )f CONTRACTOR BLDG. PERMIT It PROJECT NAME PLAN RE`IIE14 It LOCATION � ) 47) _�:) [ 1dn1 .P t) Lv1►'� JURISDICTION: 1= Be. 2= Dix. 3= Tu. 6= Sh, 7= Wi, 8= CC 9= WC 0= MC COVER FjiAL) SPECIAL FOLLOW-UP/REINSPECTIO?4 ATTEMPTED FINAL Framing Q Separation Walls Sprinkler System �-; Shaft Fire Dampers (Overhead/Underground;, W Alarm System) 0 Hood' Extng Systems u Conference Spray Booth Cep.] ing Cover Other Luqj(. 1-4-L15 L 1 4&. J iA Y Date: - Inspector: - _ it RD CERTIFICATE OF CITY TIFA CnYOFTIMRD OCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENTaoleo" RM I f 0. . . . ,, x I3UF'9' 39 1912E SW I WI BNd,P.O.Box 233tr1,TOM,Orpmxr 97923(SW f0304175 `i I TE ADDRESS. . . 0 10300 5W GRE I:NSUR k!) NAHCE-1.a 1 G AW-01004 A IF-AD I V 15 I ON. . . . c z 0IV I NES a BLOCK. . , . . . . . . . a LOT. . . . . . . . . . . . , IF WURK. i ALT t. �I thiE:. . . a LUM ,!(.,C',UPHNC:Y WIP. SM 3 '.AUC;Ut:ANCY LOAD a 2:3 (E:NbrN T' NAME. . . a L•Dt 11\J5URHN1't_ ',: RV I LE.5 kemaark a Tenant ImNr-. Add antarior parr, dourn, wrkrm for Office stlitf-. SF I YU I NTERNA"i I ONAL 10220 OW GRELNKIHGI RD 1 I CARD OR 97PR':3 Phm)e fia e.45 -401)ib t..Crntr6lC:tp/" A .�.,._.._._.._....._ _.. ._.........,_�......._._._._._... .. .,_._ _ IlfI LV 1N MORK C.:(7NSTRUC' I0N 1&:20 SW GREENS{l.Rb RD #150 OR ( hantc Iia Reg 0— t 64721 []cc. r.tpa1►cy of the above rQf'erpnr.. ecl ba1ildin.1 to herrohy given, and certifies rlie compl ).atnce with the ;:hate Of Oregon SAecinity Codes for the grolsp, acc4,tpancy, and use Under' wFibr_h the refersoncP0 permit ware; i % sveci. ^F=I F7K UE PERT ME•:H 1 ' F.1)1 Nli J I_,•. . .C: w DINU rIC:1AL r 1 N (-f]NbP I GUOU3 PLACE MffPI CTIQN NOTICE City of Tigard Building Department 13125 SN Ball Blvd. Tigerd, Oregon 97223 Inspection Line (Rec•-O-Phone: 639-4175 Ruetneee Phone: 639-4171 Inapection:_W._`---- --------- - ----- - - --- Footing PIbg. Underslab Meeh. Rough-!n Appr/Sdwlk Found. Plbg. Top Out Gee Line FINAL: Post/Beam Struct. San. Sewer Framing - 4 Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Ue.derfloor Water Line Gyp. Bd. -Hoch. Date Requesteedt Times AM � PH Address: Permit Btfl Mors. THE FOLLOWING CORRECTIONS ARE REQUIREDs Inspector t__- Dates_ i' APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE call For Reinsp. nR IMM ONE INSPILION NOTICE City of Tigard Building Department 13125 Aft Ball Blvd. Tigard, Oregon 97223 � Inspection Lina (Re.--O-PhonV..)639-4175 Businees Phone: 639-4171 Inapectlor: - � L�/0/�A Footing Plbq. Undersl.ab Mech. Rough-in /Appprr/Sdwlk Found. Plbg. Top Out Gas Line !I(, NALtr Post/Beam Struct. San. Sewer Framingcc—-Bldg. Post/Ream Mech. Rain Drain Invulation -Plumb. Plbg. Underfloor [ Water Line Gyr. Bd. ✓ 1.� Date Requestedr_ Com_" Time `C••_'AM PM Address:_ziy _ UPermit Builder: THE FOLUMING CORRECT IONS-MUL-IMUIRED: 5�#�cc� Inaper-tor Date: APPROVFD __ DISAPPROVED APPROVED SUBJECT TO ABOVE Call Por seinsp. wr s INSPECTION NOTICE City of Tigard Building Departw-tst 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Pl no): 639-4175 Business Phone: 639-4171 Inspection: looting Plbg. Und slab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Lino FINAL: Post/Beam Strutt. San. Sewer Framing -Bldg_ Poet/BEvam Mech. Rain Drain Insulation �Plusnb. i Plbg. Underfloor Water Line Gyp. Hd. -Neth. Date Requested: 7� j ��_/ �(Times 7 +7—AM PM Address:_ �,`_TT`(1,�} zlL/�i(,ii0 ttuilder:— /-�l�i(/`�i,►-' ���Lti-s-,lig-- ��`L��"" �%�� . TRE FOLLOWING CORRECTIONS ARE REQUIRED: U ' Inspector:_ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --Call For Rninsp. I—NS P$CTION NOTICE �^ City of Tigard Building Departeent 13125 SU Hall Blvd. Tigard, Oreoon 47223 Inspection Line (Rec--O-Phone): 639-4175 Business Phone% 639-4171 Inspection 2-Are­ lag � Footing Plbg. Und6tslab Hoch. Rough-in Ap^•/Sdwik Pound. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Watery Line Gyp. Bd. -Meeh. Date Requested: _,rll Ove, f7`� Timw% AM �) PM Address: �u G'1� Com' __ _ Permit #%� `��7 Builder:_ //I �✓� L� 'r —THE FOLI.OWING CORRECTIONS ARE REQUIREU% i Innper.tar: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --Call For Reinap. jNSPECTION NOTICE City of Tigard Building Depart-ment 13125 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phones . -4171 Inspections Footing Plbg. Underslab J Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. Sen. Sewer Framing -Bldg. Post/Beam Mech. Rain Draln Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Reques ted: h r�' '� Time: AM -7 PM Address: Permit #t Ruilder: Qf� - THE FOLLOWING CORRECTIONS ARE REQUIRED: A-1 S $'f✓r�;t� !9/���cam' �i�ct s l e- As A Inspector: _ _APPROVED DISAPPROVED APPROVED SUR.IECT 't'9 ABOVE ___Call For Reinsp. 1 INSPRCTTON NOTICE City of Tigard Building Department 13125 BN Ball Blvd. Tigard. oregon 97223 Inspect/i/g��Line (Re/c-O-Phone): 639-4175/ Business hones 639-4171 Inspection s�L—) __—. Gl --- Footing Plbq. Underelab Me h. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Post/Ream Struct. Sen. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. -Hoch. Date Requested:-_ 7 -,( � _ yam=_.-Y__ - Time: AM --PM Address S,r�.��� ��'�. __ Permit is �_C1__-- - THE FOLLOWING CORRECTIONS ARF, REQUIRED: Inspector: --- __--- _ Date-- 7 PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. RECEIPT OF PAY RECEIPT NO. 192—P28959 CITY OF TIGARD CHECK AMOUNT s 12291. 00 nNPME s MCCORMACK PACIFIC CASH AMOUNT 4 0. 00 1ADDRESS 7190 SW �iANDBIJRD ;Vr PAYMENT DA"rE s 06/26 9.2 GUS D T V I S f ON rmARD, OR 97;F:P-3-,- PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT (4101-INT PAID 1 .1311. 00 MASS TRANK IT TIF FEES 980. 00 IRAFFIC IMPACT FEE KF.-Y BANV 7150 SW SANOPUPG TOTAL PMOUNr PAID 12291 . 00 ^.r as .. •,. � .. INg ON-N(yPICE , City of Tigard Building �t97223 L912S 811 Ball Blued- 9-41-'d. B� -q11 Rec-O-Phon.•�s 639-41"r5 Business Phone: Inspection Line ( / � t. �• .SP . P�` LLL---LLL--- InaPeet ions 2/1 r ploy, Underelab mech. Rough--in looting INAL: To Out Gas Line Pound. Plbq• P -Bldg. Ban. Sewer Framing Poet/Bean Struct. Insulation -Piumb. Rain Drain Poet/Beam Mech. -Mach. Plbq. Underfloor Nater Line Gyp. Bd. PM _Timet � — Date Requ esteds c� 5 l,✓ � nalt — Address:� —_ Builders---____ THE IOLLOWING CORRECTIONS A" RRQIIIRED: _-- / I � Date:_ ---- \ Ltspectors r DISAPPROVRD P APPROVED SUBJECT TO ABOVE AFPROVRD _ --` Call ror Reinsp. INSPBCTION NOTICE City of Tigard Building Department 13125 ON Bell Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O hone): 639-4175 Business Phone: 639-4171 Inspection: __- Footing Plbg. Udderalab Hoch. Rough-in Appr/Sdwlk / Found. P.lbg. Top Out Can Line FINAL- Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor cWate�r La Gyp. Bd. Date Regiesteds� Tim, _ AM `f��{? Address: _! peLs011t �s Builders THE FOLLOWING CORRIKOTION8 ARE RNQQUIR&Dt i Inspector t�' � Date �� APPROVED DISAPPROVED APPROVED SURJECT TO ABOVE. For Relnsp. I i CITY OF T I.GARD — RECEIPT OF PAYMENT RECI=I f-'T NO. s98-228254 CHECK AMOUNT s 45. 50 NAME l:(JWER PLUMBING CASH AMOUNT 0100 f)DDRt"-.S s V,AYME�T DATE s 06/09/W: SUBDIVISION I PURPOSE OF PAYMENT AMOUNT PAID PLJRPW3E OF PAYI+;#r-NT AMOI.IN T I='0 I D PLUMBING PERM 3!5. 00 PLAN CHECK !*:E 8. 73 ST. SUIL.D PER � 1. 75 I r I KFY DANK T0 1 (d {"►MOUNT PAID - - ) 45. 50 I CITY Cad TIGA RD CMCX7WAFM COMMUNITY DEVELOPMENT DEPARTMENT � oaaooa/ 13126 SW Hell Blvd. P.O.Box 23397,TjpW,ONVDn 97223(50:4)839-4175 PL Limb I NG L"-E.L kN I PERMIT #. . . . .. . . : 6:i9 -4171 DATE ISSUED: 06/09/92' 71'70 SW GANDBURG ST PARCEL. J SALEM FREEWAY SUBDIVISION ZONING: C—P LOT. . . . . . . . . . . . . GARRf4i.,E DIF.POSALS. MOBILE HOME SPACES. L OM WASHING MACH. . . . . . . I BACKFLOW PREVNTRS. . : 1 FLOOR DRAINS. . TRAPS. . WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . . I LAUNDRY TRAYS. . . . . . . GF RAIN DPAINS. . . . . .. URINALS. . . . . . . . . . . . : 1 GREASE TRAPS. . . . . . . 11 OTHER FIXTUREC;. . . . . .. 1 SEWER LINE (ft ) . . . . WATER L.INF_, ( Ft ) . . . . .275 RAIN DRAIN (fit ) . . . . oro-tr acidn to bl-J..] first f1r, demo. add Of(.'s 8, tit TO PERMIT FEFc type amount by (late rec[.)L 111,0 PPMT 1, 1.'2"j. 00 JLH 06/09/9i-2 PLCK $ 31. 25 JLH 06/09/92 5PCT $ 6. 25 JLH 06/09/9c-' A is 16,Z'. 5O1 TOTAL REOU I RED INSPECTIONS est �c, the rigulations, contained it, the Water Line Ins p ate ;f he, Specialty Codes and all other Rough—in Insp wo will be dore in accordance with PILM/Underf I cot o!P)t will expire if work is not started Top—ou. Insp P• cr if work is stisopnded for @are Too—out insp Rain Drain Insp .... .... iliokl Ills pect i oyl fer i 54!Pct .ion 639-4175 INSpI�G�'ION NOS'-SCE �� � +� City of Tigard Building Department t1 13125 SN Rall Blvd. Tigard, Oregon 97223 Inspection Line (RQc-O-Phone): 639-4175 ©uolneee Phone _ 39-417�- Inspections_ ------_—�M__ —___...--------__�—�_.------- rooting Plbq. Underslab Mech. Rough--in Appr/Sdwlk Pound. Plbq. Top Out Gas_Line iINALt Poet/Seem Struct. San. Sewer framing -81dq. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Requested- GL-�ine Gyp. Bd. -Meah. �� 1 Date Requested- ---Times AM PM Addreast (5c) `J Permit is l bCI� RuiIders ` 115 3y ----- THS FOLLOWING CORRECTIONS ARE REQUIRED: 42 ,l Inspect�i r T— Date APPROVED DISAPPROVED APPROVdD SUBJECT TO ABOVE Call For Reinar. W city ofT0erdln+i own 7223 639-4171 13125 89 9^11 '31+d•6;8 4175 Business lnepect Lon Phonon Line (ReC•.O-Phone): tion: Rough-in Appr/Sdwlk Inspec Meoh• plbq, Underslah FINAL: Footing ass Line Plbg• Top Out _Bldg- Found. framing San. Sewer eam gtruct. -plumb. 6 post/Ream Insulation IE Rain Drain -Mach• � Beam 14—h• Poet/ Gyp, 13d. Nater Line C L-L—)..// AN PN plbq• Underfloor __T im Date Aequeated:_— Addr:sa:_� Builder:.—� � IONS ARE RE'1DIRtD= TRE FOLI.x)WING COR -- i _�-- Dnte: Inspector APPROVED BDEJECT 318CIVE ApYRD�D _ / DISAPPRO�D —' call For Reinap• City or Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 I n spect ion: Tooting Plbg. Underslab Rokli Appr/Sdwlk E Found. Plbg. Top Out Can Line FINAL: Poet/Bern Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lina Gyp. Bd. -Mech. Date Requested: /ii'iZ Times X AM PM Addrosfes �����"�c i _��- ici�d Permit <,i Builder: Till FOLLOWING CORRECTIONS ARE REQUIREDs Inspector:_ w Dates APPROVED —_ DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinsp. Cunsmtrtiun Inspection 1Q Related Tests Carmen Testing' P.O. Box 23814 rIgard,Oregon 97223 6 X 12 CONCRETE TEST SPECIMENS Phone(503)884.3480 REPORT 01_ — A�TI'1 1. FAX(503)884.0954 Method of Sampling: ASfM C 1 Method of Testing:CP--i 204 permit No=_ Job No. Date Molded: . - MCCORMtaCK PACIF Ii: - Client: ._— — Project: III-i BAND 7150 SW _7,ANDBUR(, l I t.af,l;L) Address: 11(-CORMALK PACIFIC Sub Contractor: Contractor: - , ROSS I ;LF�NU �,-Tau � GRAVEL Truck No. `V Ticket No. Concrete Supplier: - 7OIdE.F: Test Time: . --- Load No. Cast By- ----- UNN f Temp. High: - Tenp. Low: __._-_.---- Weather: t TOF,PINu SLAB It1TERi �R --- -- Location of Placement: - -- --- Concrete Temp: ---- Cu. Yds. -------__-_ _ -- PSI ® ___.----- days5lump —_ .---Cement Type .__------ c,•.ngth Requirement: _-------— -_, Max. Aggregate _ Air Content -- Mix No./No. Socks. ---------- Brand: Brand: __----- Admix. Amount: -- — Report Admix. Amount: __ __-- Total Unit Date Date Unit Load Area PSI No. Set Test® Register Recd Test Wt. - No. Days Number _ I — `1i. I r -_ -11 i � I lata lalil it-!I ' -- Remarks: L+_ - - - - office. Without prior euthorizetion from this CITY OF TIGARD OREGON May 21, 1992 Jim Waddle Waddle Design Group 1700 SW 4th Avenue, Suite 105 Portland, OR 97204 Project: Rey Bank Bldg. , BUP92-0040 7150 SW Sandburg Street Dear. Mr. Waddle: The proposal for providing underfloor ventilation for the non-basement existing portion of this building is acceptable. The area under the lunch room addition is completely surrounded by concrete walls, and Is small enough that underfloor access was not considered necessary. This is a joint decision t,Y the city and fire district. if we may be of further assistance, pleas- contact us. Sincerely, Jim Ja Plans Examiner FAX 503-684-7297 13125 SW Hall Blvd P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — Mr 9W W INSPECTION NOTICE City of Tigard Building Depar'tjsant 13125 BM Ball Blvd. Tigard, Oregon 97223 oozlt"� Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 i Inspection: / Footing Plbg. Underelab Mech. Rouqh_ Appr/Sdwlk Found, Plbg. To out P Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line 'I Gyp. ed. -Mech. Date Requested: -` �_ _Time: PM Address: /12 �Llp Permit # - 7 Builder: / / el_ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector --- — Date:_ Z (� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —__Call For Reinep. INSPECTION IiOTTCE y City of Tigard Building Departaten't 13125 Sit Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 619-4175 Busin'138 Phone! 3 - 171 Inspections__ -- --- Fo�1�ing Plbg. t/ndarelab Koch. Rough-in Appr/Sdwlk Found. Plbg. Top out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain. Drain Insu at an -plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. Date Requested: V--- __Timet AK PK Addresst ! hCC-&' Permit Iluildert THE VOLLONINO CORRECTIONS ARE REQUIRED: 1-01 ---- - i nepector s _ Data: /�' 7 -� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. wr �r � �► i INSPEgr ON NOTICE j City of. Tigard Bulldl.eq Dari" , !' 1.3125 811 Hall Sl.d. Tigard, 01 37223 Lina (Rec-Wall ne)s 639-4175 Business Phone: Inspection Inspection,— /f.G plyrj, 9nderelab Nerh. Rough-in Appr'/Sdwlk tooting FINAL: Lound. Plbg. Top Out Gas line Framing -Bldg. Ban. Sewer Post/Beam Struct. -Plumb. pain Drat"He inaulakion Post/Beam mech. -Koch. t Waer Lina Gyp. Rd. plbg. Underfloor �AK PM /� -•h � Times Date Requested:_� Permit f� Address � •� _ Bulider= THE FOLLOWING CORRECTIONS ARE REQUIRED: Ac ------------ Sv Y : Dat.:__��L�-l•= Inspector%L _J DISAPPROVED APl'�F� NUBJSCI' To ASE _APPROVED __ Call For Ra'_nsp• wl� �s wr .we i Iw M. Rolm 4 i 1 i I S ECTION NOTICE. City or Tigard aeildi-9 722 13125 SW Hall alyd• Tigard, 4re4° Inspection Line (Re _,O_ ne)s 639-W5 Business Ph 639-4171 • �__r-----_-------- ---- Inspections_ -- _ pibq, U slab Meeh. F.ciugh-in Appr/Sdwlk Footing FINAL'. plbq. Top Out Gas Line Found. Bldg. �---� poet/bean+ Struct. San. Sewer ming - Rain Drain Insulation -Plumb. Poet/Beem Mech. �_ plbq• Underfloor ._` Water Lina Cyp. Bd. j -Meeh. ` AM PM� Time: �---- Date Requeeteds Permit Addreees ) (� Bu i lder s„�•�-- THE FOLLOWING CORRECTIONS ARE REQUIRED: rag VC/Ur2 GQ __--_ --- Date•.—�/CO// -�- Inspector APPROVED SUBJECT TO ABOVE APPROVED DISAPPROVED '- Call For Rainep• 111S2ECTIQN NOTICE City of TigardqBuilding Department j 13125 BW Hall Blvd. Tigard, Oreon 97221 -- Inspection Line (Rec-O-Phone): 639-4175 Bunine9a "hone: 639-4171 Inspection: Footing Pi.� lralab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out G..A9 Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain nrain Insulation _Plumb. Plbg. underfloor slater Line Gyp. Bd. -Koch. Date Requeatedt_ -11�� _Time: ,� j PM Addreset _ I / Pe-r'mmiyt� f: _ Builder: _ THE FOLIAXI2NG CORRECTIONS ARE REQUIRED: T lei Inspector: APPROVED DISAPPROVED APPROVED BUBJECT To ABOVE _ _Call For Reinap. INS GCTjON NOTICE L City of Tigard Buildinq Department 13125 Biz Ball Eltd. Tigard, Dragon 97223 ): G39-4175 Business Phone: 639-4171 Inspection Line (Rec-o-PhD r Inspect ion:___ Footing plbg. Under ab Hoch. Rough-in APpr/Sdwlk Found. plbq. Top Out Gas Line FINAL: Post/Beam Struct. Sen. Sewer Framing -Bldg. poet/Bram Mach. Rain Drain Insulation -Plumb. plbq. Underfloor Water Line Line GYp• Bd. -Mach. Date Requested:, Address: 0 Builder: TBE FOLLOWING CORRECTIONS ARE f!WIM01 Date: Inspecto : _._ �- APPROVED _f DISAPPROVED APpROVF.D SUBJECT To ADM Call For Reinsp. f*� C I'1 Y OF' T I GARD _ RECEIPT Of PAYMENT RE-'CE I PT- NO. v 9c-'c'�:'E1►9'7 CHECK AMOUNT* a 1. 17. 00 i IfIMH s POWER Pl-UMBING CO CASH AMOUNT' ib. 00 wn)RESS s PC) BOX. ;?3144 Pn%,ME'hl'1' iJW'TE: n 04/P.4/92 TIOARo, CIP SUBDlVIf---!C)N : 97c?c: , PLIkt=IOSE OF PAYMENT AMOUNT PA I D PURPOSE UW PAYMENT AMOUNT T FSAID 1'i..UMfIINII F!E:fiM 90. 00 F�LPN f;HE'.C:K FF 1 . BUILD HEFT 4, 0 i J-M)L. C)MCTUNT PA I D 117. 00 CITY of TIGA R COMMUNITY DEVELOPMENT DEPARTMENT cslsooei 13125 SW Hidl Blvd. P.O.Box 233,TOW,Orepn 97223(sm)639-4176 V,LUMBIN6 MERMIT PERMIT ". . . . . . . .. PLM92­00 I DATE ISSUED: 04/23/92 SITE"-' ADDRESS. . . : '7150 5.)W SANL)BURG 57 PARCEL: 2SI0IDC SUBDIVISION. . . . - SALEM FREEWAY SUBDIVISION ZONING: C—P BLOCI-'. . . . . . . . . . LOI.. . . . . . . . . . . . . :4 CLASS GF WORK. ADD GARBAGE DISPOSALS. MOBILE HOME- SPPLES. TYPE OF USE. . . . :COM WASHTNC MACH. . . . . . . : BACKFLOW PREVNTRS. . - 1 OCCUPANCY GRP. . :S2 PLOOR DRAINS. . . . . . . . T RAP'.i. . . . . . . . . . . . . . . bTURIES. . . . . . . . : 1 WATER HEATERS. . . . . . . CATCH BASINS. . . . . . . s P I X T U PES-- LAUNDRY TRAYS. . . . . . % 5F FRO IN DRAIHS. . . . . SINKS. . . . . . . . . . : 1 URINALS. . . . . . . . . . . . : 1 GREASE TRAPS. . . . . . . [_.AVATORIES. . . . :, : 4 OTHER F1uunk-a.3. . . . . : j 1'U8/SHOWERS. . . . : SEWER LINS (ft ) . . . . - WATER CLOGETS— Li WATER (ft ) . . . . - DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . I !iemat-ks : Bldq nddn : f7onsti­ addn to bldg fiv,;.;t fit,. demo, add ofcs & tit i,w._ FEES WADDLE DES1(3v4 (-ROUP type arnol.trit by date V-rscpf 1700 SW FOURrH AVE, #105 PRMT f 90. 00 JLH 04/23/92 — PLCK $ 2-1. 50 JLH 04/23/96' — JHTLAND OR 97201 5PCT $ 4. 7)0 JLH 011/"13/92 — t-'tone #: 221-21003 00WER PLUMBING CO [-_'0 BOX .23144 IIGARD OR 972181 'ihone #: $ 11'7. 00 TOTAL Req 4. . 52379 REQUIRED INSDELrIONS, This pireit is issued sub'iect tc the regulations contained in the 14atet- Line Insp Tigard Municipal Code, State of U're, Specialty Codes ane all other Rotigh--in Insp applicable laws. All work will be done in accordance with PILM/Undev-f I cor, approved plans, This pervit will expire if work is not started Top­oLit Insp within IN days of issuance, or if work is suspended for sore Rain Dv,ain I n s p !han 180 days, Final Inspection Ely : `��� � _.. (-;All for- incipection 639--41'75 gar IPLS P6CTION NOVICE Citi of Tigard Building Department 13125 SA ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phone: 639-4171 Inepaction:� Footing Plbg. Undetilab Mach. Rough-ice ppr/Sdwlk Found. lbgbg. Top out Gan Lina iNAL: Poet/Beam Struct. San. Sewer Framing --idg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underflcx3r Water/Line Gyp. Bd. Date Requeat'7edt �7 `7 — Time: -—JUL ` PM / 'Pe,.sl17 Builder' TBE FOLLOWING CORRECTIONS ARE REQUIRED, i 2 Y1. i i Inspector. _ _ —_ Date, _APPROVED _ DISA-PPROVED —` P.PPROVEG SUBJECT TO ABOVE _Call For Relnsp. i 1NSPECCION NOTJ0 City of Tigard building Department 13125 SW Hall Blvd. Tigard, Oregon 9727.3 Inspection Lina (Ree-0-Phone):,639-4175 Business Phones 639-4171 Inspection: Footing Plbg. Under Rlab , Mach. Rough-in Appr/Sdwlk i Plbg. 'Pop out Cas Line FINAL: Post/Beam Struct. San. Sewer Framing -Hidg. Post/Ream Mech. Rain Drain Insulation. -Plumb. Plbg. Underfloor Water Lino Gyp. Bd. -Mach. Data Requeet.edt_ Address: 7 Permit. _v LTJ Hui Ider: 2t C C z/Z-`3 yW�s ----- --- TP.E FOIS.OWINC CORRECTIONS ARE REQUIRED: Inepecto :_ APPROVED DISAPPROVED - APPROVED SUBJECT TO ABOVE Call For Retnsp. IN AS? lON_VOCE city of Tigard Building Dopartaent .� // r 13125 SN Hall Blvd. Tigard, Oregon 97223 Inspection Line Rec-�O Phone): 639-4175 Buni .eas Phone: 63 -4171 Inspection: , �-J ooting Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL- Post/Ream Struct. San. Sewer Framing -Bldg. Pont/Ream Mech. Pain Drain Insulation -Plumb. Plbg. Utleefloor Water Line Gyp. Bd -Hoch Date Roqueeted: _ - �- _ Time: AM X.PM Addresses�,Z[/ Permit. Builder•_ Z ` THE FJLL3WING CORRECTIONS ARE REQUIRED: S"� - IA a or Z3 Inspector: Date: APPROVED __ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. 71 C11Y OF TIGA RD CAY TWIND MEC,4ANIGAL COMMUNITY DEVELOPMENT DEPARTMENT ONOON 'CRM 11 13125 SW HWI Blvd P-0.BOR 23M.TOW,Ors0on W, (SWI 639-4176 PERMIT #. . . . . . . : MCC92--00,27 63 ci--4 1 71 DATE ISSUED: 04/06/92 c-",ITE ADDRES)S. . . 7150 SW SANDBURG ST PARCEL: SUBDIVISION. SALEM FREEWAY SUBDIVISION ZONING: C--P BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . (--*LASS OF' WORK. . :ADD FLOOR FURN. . . . ; EVAP COOLERS: TYPE OF USE. . . . .COM UN T T HEATERS. . : VENT FANS. . . :5 LILLUPIANCY GRP. . :B2 VENTS W/O APPL: VENT SYSTFMS,-, 13TORIES. . . . . . . . : 1. I3OILERS,/COMPRF9SORS HOODS. . . . . . . . 1.1-ILL TYPES------------ 0-3 HP. DOMES. INCIN: /C . JAS/ :3--1!)' HP. . . . : COMML. I NC I 1\1- MAX INPUT: BTU 15-30 HP. . . . : REPAIR UNITS,4 17 1 RE DAMPERS". Y •30-501 HP. WOOD5TOVEF3. . : GAS PRESSURE. . . L 50+ HP. CLO DRYERS. . - NO. OF UNITS—----- AIR HPNDLING UN 1 TS OTHER UNITS. - FURN < 100K B7U: <= 10000 ofm : GAS OUTLETS. : i:'URN ) =100K BTU: 1017,00 ;- fm : Remarks : 81dq Acidn" Constt, addn to bldg fiv-st fit-, demo, add ofrs A. tit rms. . Ownpt-: FEES KEY BPNK OF OREGON type amot.trit by date reept 712-0 SW SANDSUPG PRMT $ 49. 00 JLH 04/06/92 VILCK $ 12_. 25 JLH 04/06/92 TIGARD OR 9*722,3 5PCT $ 2. 4'_5 JLH 04/06/92 P-Ionf? #: Cuyttractot­ AMERICPf,1 HEATING, INC. 1339 SE OIDEON PIOR-f _AND OR 97202 --------- Phone #: 239-4600 f 63. 70 TOTAL Recd #. . - 33135 REWIRED 1NSPEC,riONS ----- This Remit is issued subject to the regulations contained in the Mechanical Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Heat int Unt Insp amlicable law;. All work will be done in accordance with Cooling Unt Insp approved plans. This versit will expire if work is not started Shaft Inspection within 180 days of issjance, or if work is suspended for more Di-ict Inspect inn tl,an IN days. Fire Damper Insn inal lnsoer�t ion F,et-mittep Birinin.ti.,ti-p -, lssLted PY : C a 11 for inspect ion 639-4175 N17 C-'I'TY OP TIGARD RECE:IPT CIF- PAYMENT PECEIPT NO. 192-C-,'25 6 8 tA CHE CK A140 JN"r t 6 3. 7 0 AMERICAN W-F.ATING CASH AMOUNT i 0. 00 PAYME'-'.N'T DATE 1 04/Q16/9 SUBDIV 1131ON wpOSE OF I-*tlYMt-NT PMOUNT PAIL) PURPOSE OF .14T AMOUNT PAID 1-4F ---1.- ----- ............ �4F 4 r 49.091 Pt-AN CF-CF F"I 1 3. 25 LV PER Z'. 45 fr SANK OF OREGON EjW 9ANDOLIRS votAL. ^MOUNT PAID TUALATIN VALL.EV FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive • RO. Box 4755 • Beaverton, OR 97076 • (503) 526-2469 • FAX 526-2538 April 6, 1992 Robert L. Ray Limited Energy Specialty Services, Inc. 2780 Progress Way Woodburn, Oregon 97071 Re: Key Bank 7150 S.W. Sandberg Road 609OD-049-000 Dear Mr. Ray: This is a Fire and Life Safety Plan Review and is based on the 1988 editions cf the Uniform Fire Code (UFC) and those sections of. the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Revised alarm plans submitted for the a,tove noted project are conditionally approved, subject to the following: A final test of the detection system will be conducted by this office to ensure that the system is functional and does end up going to a U.L. approved answering service as required by National Fire Protection Assoc-2ati.on Standard 72 and The Uniform Building Code . This final test must be done with a technician from your office on- site su that all systems can be tested and approved. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-comp.iian-:e with any applicable regulations of local government . If I can be of any further assistance to you, please feel free to contact me at 526-2501 . S17erel y,� 1 Be Parker re Marshal BP:kw cc: Tigard Building Department "fi'orking"Smoke Detectors Save Lives CITY OF TIGARD OREGON April 3, 1992 Diane Gardner Mwrican Heating, Inc. 1339 S.E. Gideon Street: Portland, OR 97202-2418 Projects Key Bank Bldg., MRC92-0027 7150 SW Sandburg Street Dean No. Gardners The plans for this project were .reviewed for conformity with applicable codes, and are approved an submitted. Please submit data sheets or other details to indicate the fire-resistive r&tLngs of the fire dampers. Two types are required; for corridor penetrations ano for the tw^-hour area separation wall.. You may get the mechanical permit for the project at your convenience. if you have questions, or if we may be of assistance, please contact us. Sincerely, .3im Jaqu Plans Rzaminer f FAX 503-684-7297 I 13125 SW Nall Blvd.P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 --- M NMw ev wr +� nr i i i l /- ; Nl SPECTION NOTICE City of TLgaM Building Depernt y 13125 SW Ball Blvd_ Tigard, oyvnon 97223 1/Inspection Line (Rec-O-Phone)t 639-4175 Bueinees Phonei t3 -4171 Inspection: Footing Plbq. Underslab Mech. Rouqh-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINALt Poot/Beam Struct. San. Sewer Framing -Bldg. Pont/Beam Mech. Rain Drain Insulation -plumb. Plbc. Underfloor Nater Line Gyp. Ed. -mech. Time�Cl� C PM Date RwTieotedt Addresst > Permit t G -1 r Builders / ^� THE FOLLOWING CORRECTIONS ARE REQUIRED: [G j(, �/�✓L/ Inepectort Data: \ APPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE. Call For Relnep. BUILDING PERMIT CITY OF TIGA RD PERM 11 #. . . . . . . : BU1-7192-0040 COMMUNRY DEVELOPMENT DEPARTMENT 0@160N 13125 SW HWI Blvd. P.O.Box 23397,TOM,OnOW 97223(503)SW4176 DATE ISSUED: 03I.-_'019.2 5" ,- ADDRE-'­ . . . - 7150 W 5ANDSURG ST PARCEL: SUBDIVISTON. . . . : SALEM FREEWAY SUBDIVISION ZONING: C-P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . ..4 RLIGSUL; F=L.00R AREAS-­­­­- EXTERIOR WALL CONSTRUCTION CLASS OF' WORK. :ADD F I RST. . . . s5500 S f N: S. E: W: TYPE OF USE. . . :COM SECOND. . . : a F PROTECT OPENING S?------ ------ IYPE OF CONST. :5N THIRD. . . . : s N: S: E- W1 OCCUPANCY GRP. :B2 CONST-B FlPe RE'T?:Y 5500 sf ROOF C OCCUPANCY LOAD: BASEMENT. : sf nREA SEP. RATED12HR STOR. : 1 HT. :C14 Ft GARAGE— : s; f OCCU SEP. RATED: BSMT') :Y MEZZ?:N READ SETBACKS—­­­­­ lR SPIVL;N SMOK DF:'.T. . -NJ FLOOR LOAD. . . . :50 p s F L-Ef T: f t RGHT: Ft I_ I DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC­ BEDRMS: BATHS: imp, liUIRFACL: 1'-')RO C;OFRR:Y PARK I NG: VALUE. $: 500000 Remarks : Bldg Addli : Constv- addri to bldg first f1r, demo, add ofus, & tIt rms. TIF- PEE $1,22. 291. 00 DEFERRED UNTIL OCCUPANCY. APPLICANT MUST ALSO PAY THE FOLLOW I NG BEFORE OCCUPANCY: $6, 875. 00 FOR FEE:: TN-LIEU OF' UNDERGROUND INCS UTILITIES (bated On 250 feet of fi-ontaye at $E7. 50 per -foot ) . Pll.kt tlie in-liel-t of fee in the misic. account if yoot have not hear-d otherwise. Owner- : FEPS KEY BANK OF OREGON type amoLint by date r,ecpt SW 5TH AVE TI F $ 0. 00 DEFFRED 5UI,rE 400 PRMT $ 1433. 00 JLH 03/20/92 224 ,RTLAND OR 97204. f)LCK $ 93, 1. 45 JLH 02/07/92 223057 ,'hone # FIRE. $ 573. 20 JLH 02/07/92 223057 5PCT $ 71. 65 JLH 03,'2'0/92 2 4 MCC'ORMACK PACIFIC 7190 C-. W. GANDBURG STREET T16ARD OR 97223 Phone *f: 231,21­4157 $ 3009. 30 TOTAL Req #. . .- 63111 REOUiRED INSPECTIONS This permit is issued subject to the regulations contained in the Foot/Fuitnd Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Stt-,.,c 5teeI Insp applicable laws. All work will by done in accordance with Reinf Steel Insp auproved plans. This permit will expire if work is not started Slab Insp within 180 days of issuance, or if work is suspended or more F.r-Aming Insp +han 181 days. Roo' nailng Insp Insi-ilat ion Insp 3heav, Wall Inst Fit-pwall Insp - ------ Per'm i t t ee 1.3 i Gyp 9c)-ir-d Insp Si-isp Ceilnq Insp Iss .ted Py ., Final 1T1SPeUtiOn �.all for inspection -- 639-4175' SITE WORK CITYOFTIFARD RD PIE RM I T C�i . . . . . . . .* COMMUNITY DEVELOPMENT DEPARTMENT SIT92-0003 13125 SW Hell Blvd. P.O.Bom 23397,TOM,Oregon 97 (6031!!30.4176 � �", 'i I , I nQTP 1r%5,11Pn- :31TE ADDRESS. . . 7150 SW SANDBURG ST FARCE L: .)USD I V I S I ON. . . SALEM FREEWAY supoivisinN ZONING: C--F' BLOCK. , . . . . . . . . . LOT. . . . . . . . . . . . . 24 TYV,E OF WORK:ADD PAVING?. . . . . . . . . ..Y RESO. NO. : EXCV VOLUME. : Cy GRADING"­ . . . . . :Y VALUE. . . $ c 19000 FILL VOLUME. : Cy LANDSCAIDING?. . . . :Y 1:NG FILL".1. . . . . . :N SITE P,REF-,?. . . . . . .Y .TOILS RP,T REQD":N STORM DRAINS'.'. . . .-Y IMPIERV GURIPACE. . : 18480 Sf Remarks : Site work for bldg addn : Constr new drivewav & storm drain system. .3tceet opening per recil-tired. Owner: FEES WADDLE DESIGN GROUP, type amount: by date recpt I100 SW FOURTH AVE, #105 SSDC $ 1960. 00 JLH 03/20/92 224 PIRMT $ 134. ::0 JLH 02jlr*'0/')I=' EE4 PORTLAND OR 972:01 5PCT $ 6. 73 JLH 03420/92 E-24 Phone #: 2,21-2003 PILCK $ 87. 43 JLH 03/20/92 284 Contractor,; MCCORMACY PACIFIC 7190 S. W. SANDBURG STREET TIGARD OR 97223 r)l-innp #: 232-4157 2188. 66 TOTAL Req #. . : 63111 REQUIRED INSPECTIONS This permit is issued sub)trt to the regulations contained in the Erosion Control Tigard Municipal Code. State of Ore, Specialty Codes and all other Exuavat i on Irlsp applicable laws. All work will be d.inp in accordance with F i I I I n 5 oect ion approved plans. This permit will expire if work is not started Grading Insp within IN days of issuance, or if work is suspended for more Playinq Inso thin 181 days. Strm Drain I n s p T"i-A I TTI!3peut ion I-m i t t S i q a t s,s 1.t e d By Call for inspection 639-4175 R494P. CITY 01- TIC)ARD RFCE.tU"I OF' V,0YllLN) J2Ltj- jpPij NO. v98-- CHECK AMOUNT CASH OMOUN( 00 NAME M(,CORMACK PAClVIC Vll.)YMI-.N'l DATL 163/2"PIV 7190 9W SAND111IRG STREET ()DIME'SP PsUBI)TY T.SION AMOUHI PAID F?p 0(�j f,'. 01- PAYMN T (MOUNT FIA 1.1) f,0RVW'4:- OF t'AYMNI ........... (4 11 PUT, IMPF40V ST.UVIENTH6 55.00 U IS R 0 LPO w.m. -.-r. 'i '34.5k -R 6. 73 -DINo r,Er<m - I s'r. EtUfl-1) PF is (M 04r,,.CK Fr- 87.4,"1 CSTORM DRPTN SM., 1':160.00 I 1433ST .00 . BUILD I'L ti 1)DR k:84, SAM. ENGINEERS • C(.)NTRAC I'(.)R5 • C;ONS'i'Rl1C'flOPJ MANAGERS March 20, 1992 Mr. Jim Jaqua City of Tigard 13125 S.W. Hall Tigard, Oregon 97223 Re: Key Bank Service Center Remodel Gentlemen: Enclosed please find our checks for the following items: 1 . Building Permit ($1 ,504.66). of 2. Site Development Permit, including Storm Water Quality Fee. We understand some sall this fee may be refunded to us if the design for the on-site water quality system is acceptable ($2,188.66). I gItAP— 3. Street Opening Permit ($55.00). 4. Check in the amount of $1,375.00 as assurance for the satisfactory performance of the street opening work in the right-of-way. When this work in the right-ot-way is completed, we understand this $1,375.00 will be returned to us. You have stated that two other fees will be required prior to occupancy. These two other fees are the TIFF fee and the Fee in Lieu of Conversion of Overhead Utilities. You stated the TIFF fee would be $12,291.00 and that the Fee in Lieu of Conversion of Overhead Utilities would be $6,723.20. If we are incorrect in any of the above statements, please advise us immediately. Sincerely, MCCORMACK PACIFIC CO. WILLIAM L. MCCORMACK C13D WLMikss Enclosure tc: Mr. Chris Davies, City of Tigard Mr. Jim Waddle, Waddle Design Group Ms. Sandy Annas, Key Bank 7190 Southwest Sandburg Street•Tigard.Oregon 97223• 503/624-2090•FAX 503/639.4134 IN III TUALATIN VALLEY FIR'' & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive • N.O, Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 March 18, 1992 Jim Waddle Waddle Design Group 1700 S.W. 4th Avenue, Suite 105 Portland, Oregon 97204 Re: Key Bank Service Center Remodel;Expansior. 71.50 S.W. Sandbarg Road Tigard, Oregon 97223 Dear Jim: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life .Safety Code (UMC) , Uniform Fire Code (UF'C) , and other local ordinances and regulations. Plans are conditionally approved subject i,--o the following items: 1 . Fire Hydrants: Fire hydrants are required within 250 feet of all portions of the building, measured around the outside of the building and along access roadways . Hydrants located along 72nd, due to steepness of the bank and terrain between this building and 72nd, will not be acceptable except for those close to V-e new driveway entrance, entering 72nd to the south of the building. Plans need to be revised and ,submitted to this office for review and approval of fire hydrant locations . 2 . Fire Alarm Plans_ Plans referred to and examined by this office contain no fire alarm system. Not less than three (3) sets of plans for the installation shall be submitted to this office for approval prior to installation . Cut sheets Of equipment and battery power calculations shall be included with submitted plans . UBC Sec. 302 (b) 3 . Fire Flown By your letter dated March 18, 1992, it is understood that combination of alarm system and two hour "[i`orking"Smoke Detectors Save Lies Jim Waddle March 18, 1992 Page 7_ fire wall will be used to satisfy required fire flows in this structure . This is acceptable with the fire department and its codes, and ordinances . However, some corrections ;seed to be made on the two hour wall (sheet A3 .3 detail DI) . a . Sheathing on the wall shall be two layers of gypsum board for the two hour construction for the continuous height . Please note area where existing roof framing frames into the two hour wall and at the framing of the upper roof level . b. one hour return protection extending to the right from this wall need not be one hour fire protection rating, as the off-set roof structure will comply with Uniform Building Code Section 505 (e) 5 - Page 37 1988 Edition . 4 . Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC Sec. 10 .303 (*) 2A10B:C, - Light and Ordinary Hazard 4AlOB:C - Extra Hazard (**) 3, 000 - Light .Hazard 1, 500 - ordinary Hazard 1, 000 - Extra Hazard Note: Where -.lammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard in-1 5 . Waste Stora e;_ Commercial dumpsters and containers with an individual capacity of 1 .5 cubic yards or greater- shall not be stored or placed within 5-feet of combustible wall openings or combustible roofleave lines . For areas containing dumpsters or containers protected by approved automatic sprinkler systems, the above may be waived. UFC Sec. 11 .201 (d) yw •a s sw .� a Jim Waddle March 18, 1992 Page 3 6• Approved Flans on Job Sites;: One set of approved plans Searing the stamps of the building department issuing the c ')n.traction permit and this office must be maintained o;i the proje7t site throughout: all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections . UBC Sec. 303 7. Recluired__Occupancy Certificate_ Prior t( the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 .rf I can be of any further assistance to you, please feel free to contact me at 526-250.2 . Sincerely Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department W.L. McCormack & Company WADDLE DESIGN GROUP ARM ITECTS, A.Z.A. 1700 `:.W. Fourth Avenue, Suite 1.05 Portland, Oregon 97201 March 18, 1992 Gene Birchil.l Fire Marshall lbalatin Valley FiLe District Re: Key Bank Service Ccntkir. Remodel Dear Gene: This letter is the fire Flaw to advise you that the owner has decided to acc;-.xnplish requirement .utilizing the area separation wall in conjunction with a Central Station supervised smoke alarm system installed in accordince with the Uniform. Fire Code. The Electrical Desigr Contractor will 9'Ohmit drawings to you for your review and approval. as 8001: as they are prepared. Thank you for your assistance in expediting the Building Permit. j rely, El. Wadd e Design Group, Archit.�cts A(A cc: c,ndy Arenas Bill Mcgc onnack Jim Jacqua CITY OF TIGARD OR February 10, 1992 Jim Saddle Waddle Resign Group, Architects AIA 1700 SW Fourth Avenue, Suite 105 Portland, OR 97201. RC: Traffic Impact Fee for Key Bank Office Expansion at 7150 SW Sandburg Rear Mr. Waddle: Friclosed with this 1Hctec you will find a calculation sheet showing the calculation that has bf,en performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the expansion noted above. The amount of the TIP is $12,921.00. You have three payawent options available to you. Tne f.ii.st is to pay the TIF at the tame 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 option is to defer payment until occupancy. Pleaae 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 appoal must be received by the CitrL Recorder no later than 3:30 p.m. on rebruar;r 24, 1992. Altuongh filed with the City Recorder, an appeal would be heard by the 41&shington County Hearings Officer. If. you have any questions, or if I can be of further service, please contact me at 639-4171 ext. 390. Sincerely, C�J/'(.,,f �/ . L ^"%"&4 Vi Goodwin Per-mite Coordinator n: Key Bank. of Oregon 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ---- _. DATE: PLAYS CHECK NO.: PROJECT TITLE: /i�E� �NK D>fGlCE I�PA�c:S/D iV COUNrl'YWIDE TRAFFIC IMPACT FEE L�Alo NT: WORKSHEET ADDRESS: (FOR NON-SINGLE FAMILY USES) W �t� u� ✓� 10' /PHONE: RATE PER TRIP Nv.:RESIDENTIAL _ __ _ $138.00IAL 5.00O.ADDRESS: 19 �� -- 133.00 �� 57.00 INSTITUTIONAL __ _�.. PAYMENT METHOD: H `}�EGK-�!_,__ _ I�S FII UTIONAL ONLY: _ CREDIT BANCROFT PROMISSORY NOTE LAND USE CATEGORY DESCRIPIION OF USE EEKDAV AVG. TRIP RAT WE F.KENE'AVE TRIP RAT rill DEFER TO OCCUPP.NCY _ - BASIS: Pl'!.lCA�/> P'eof'r}SrS /a D Opr 5,9j � .GEST To ACJ 7NF Qui4t/r' A 7 Ts1i 5 F-�c'io��y! CALCULATIONS: / k PROJECT RIP_ GENERATION- FEE: -row W42 Z__( . FOR ACCOUNTING PURPOSES ONI Y R.DDI I ZONAL NOTES: Mks q,Us� r(-r/A-i++f .00 The - O (Opole` PH[PAR CC WASHINGTON COUNTY form ti11(1 TIF NOTEBOOK MINK CI-1-y CIF= TIGARD cw pOYMENI1504. 65 CHECK AMULINV cosi rimc,'UNT 0. 00 1q,'Y PLANKPAYMENT DnTi:-' NAM E P 1.E FW ITIF'TH AVENLIEi ADDRESS SUB91,',iGION (13UITE #400 7150 !;W -3ANDPORG HI) P-C)RILAND, OR 4- PURPUS�. OF PAYMENT AmouN-r U PURr,"OSSF OF PAYMENT 01,10UNT Pf"I D 20 931. 4.5 TUl)L.Al'll*%l VALL PLON 1504. 65 A —r AL .. �r .. PROJECT MANUAL K EY SERVICE CENTER REMODEL 7150 SW SANDBURG ROAD o TIGARD OREGON • 97223 r 1 DESIGN GROUP _ ARCHITECTS, A.I.A. 1700 5 w 4tn Avenue Suite 105 Portland OP 97204 TEL 15031221-2003 FAX 15031221-1709 1 1 i� 1 i PROJECT MANUAL 1 KEY BANI SERVICE CENTER REMODEL 1 7150 SW SANDBURG ROAD • TIGARD OREGON • 97223 FEBRUARY 4, 1992 ' DdIGN_ GROUP ARCHITECTS, Al 1 17005 a un,tvtnut Suet 1'S Porllan0 OF 97204 l(L 15031221.2003 f,f 1-3031221 1 709 1 aae � .a ■w •. +.e •� KEY RANK SERVICE CENTER REMODEL TABLF OF CnNTENTS-- TITLE PAGE TABLE OF CONTENTS LIST OF CONSULTANTS SPECIFICATIONS 1 DIVISION ONE -GENERAL REQUIUMENT 01010 Summary of Work 01030 Alternates 01040 Project Coordination 01045 Cutting and Patching 01050 Field Engineering 01090 Definitions and Standards 01200 Project Meetings 01300 Submittals 01400 Quality Control Services 01500 Temporary Facilities 01600 Materials and Equipment 01631 Product Substitutions 01700 Project Closeout 01740 Warranties and Bonds DIVISIOP,4 2 - SITEWORK 02070 Selective Demolition 02110 Site Clearing 02150 Shoring and Bracing 02200 Earthwork 02280 Termite Control 02480 Landscape Work 02513 Asphalt Concrete Paving 02514 Portland Cement Concrete Paving 02666 Potable Water Systems 02710 Foundation Drainage 02720 Storm Sewage Systems 02732 Site Sanitary Sewerage Systems 02810 Underground Irrigation System pIVISION 3 - CONCRETE 03310 Concrete 121VIS1QN 4 - MASONRY NOT USED DIVISION 5 - METALS 05120 Structural Steel I 05500 Metal Fabrications KEY BANK SERVICE CF"LATER REMODEL. TABLE T, DIVISION 6- WOOD AN1 PLASTICS 06100 Rough Carpentry 06170 Structural Glued Laminated Units 06196 Plywood Web Joists 062(x) Finish Carpentry DIVISION 7 THERMAL AND M STURE PROIEMILIL 07200 insulation 07460 Siding 07510 Built-Up Asphalt Roofing System 07620 Flashing and Sheet Metal 07631 Gutters and Downspouts 07900 Joint Sealers (�1ViSION 8 i�n()RS AND WINDOWS 08110 Steel Doorsand Frames 08211 Flush Wood Doors 08305 Access Doors 08410 Aluminum Entrances and Storefronts 08520, Aluminum Windows 08631 Tubular Plastic Windows 08710 Finish Hardware 08800 Glass and Glazing DIVISION 9 - FINISHES 09260 Gypsum Drywall 09510 Suspended Acoustical Ceilings 09650 Resilient Flooring 09860 Carpeting 09900 Painting DIVISION 10 - SPECIALTMU 10160 Toilet Partitions 10522 Fire Extinguishers,Cabinets, and Accessories 10800 Toilet and Bath Accessories DII /ISION 11_ EOUIPMRNT NC)I USED 12lyjS-ION 12 - FURNIS�GS 12390 Kitchen Cabinets 12500 Window Treatment DIVI ION 13 SP 'f'tet rnrvSTRUCTION NUT iiaM DIVISION 14=CONVEYING SYSTEMS NUT USED KEY BANK SERVICE %:EN2'ER REMO^F,L LIST OF CONSULTANTS OWNER: KEY BANK OF OREGON 1211 SW FIFTH AVENUE SUITE 400 PORTLAND,OREGON 97204 ARCHITECT: WADDLE DESIGN GROUP, ARCHITECTS, AIA 1700 SW FOURTH AVENUE,SUITE 105 PORTLAND,OREGON,97201 PHONE 221-2003 FAX 221-1709 GEN HAL CONTRACTOR: MCCORMACK PACIFIC COMPANY 7190 SW SANDBURG STREET TIGARD,OREGON PHONE 624-2090 FAX 639-4134 STRUCTURAL ENGINELIZ: WALKER / DILORETTO / YOUNIE INC. 215 SW HOOKER STREET PORTLAND,OREGON,9720 PHONE 221-0555 FAX 223-1025 EN jjINEER: �1. B. WELLS AND ASSOCIATES, INC. 4230 NE FREMONT STREET PORTLAND,OREGON 97213 PHONE 284-5896 FAX 284-8530 LANDSCAPE ARCHITECT: CHRISTOPHER FRESHLEY, LANDSCAPE ARCHITECT 1020 SW TAYLOR STREET PORTLAND,OREGON 97205 PHONE 222-9881 tt� KEY BANK SERVICE CENTER REMODEL. _ 01010 summary of Work SECT I0—NS ffi -�111vIMARY OF Wim, P_ro ct Dcscrip ion: The Project consists of an addition and alterations to the Key Bank service center building at 7150 SW Sandburg Road, Tigard, Oregon, as shown on Contract Documents prepared by ' Waddic Design Group,Architects AIA,dated February 4, 1992. Tic Work consists of the construction of a 1-story addition to the exis�ing office building and and W ' renovations of the existing building, interior finishes, landscape development, paving and other site improvements arc required as pan of the V.ork. Contractor Use of Pren>iwa,: During construction the Contractor shall have use of the premises on the upper level and portions of the site to receive new work for construction operations, but must maintain access for the Owner's continuing operations on the lower level.The Contractor's use of the premises described is limited only by the Owner's right to perform construction operations or employ separate Contractors on portions of the Project described as Owner's responsibility.. Use of the Existin tt'Idine: Maintain the existing building in a weathertight condition throughout construction. Repair damage caused by construction operations. Take precautions necessary to protect ' the building and occupants during the construction period. QAler Occunancv: The Owner may occupy portions of the renovated building construction. Cooperate with the Owner to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner's operations. A Certificate of Substantial Completion will be executed for each portion of the Work occupied prior to Owner occupancy. Obtain a Certificate of Occupancy from local building officials prior to Owner occupancy. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. ' Required inspections and tests shall have been successfully completed. Upon occupancy the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building. ' Owner-furnished Items: The Owner will provide carpet, mat, appliances, clocks and other items as indicated. Provide required scheduling and coordination, and any required support systems to receive the equipment provided by the Owner,and mechanical and electrical connections if required. The Owner will arrange and pay for delivery in accordance with the Contractor's Construction Schedule,and inspect deliveries for damage. If items are damaged,defective or missing,the Owner will arrange for replacement. The Owner will arrange for manufacturer's field services, and delivery of warranties and bonds to the Contractor. The Contractor shall designate delivery dates in the Contractor's Construction Schedule and shall receive, unload and handle items at the site. The Contractor is responsible for protecting items from damage,including damage from exposure to the elements, and for repair or replacement of items damaged as a result of his operations. I END OF SLV SECTION 01010 I WD(; ARCHITECTS, AIA FF:II 1992 PAGE I I 1 KEY BANK SERVICE CENTER REMODEL 01030 Alternates ISECTI N 0- NATES An alternate is an amount proposed by Bidders and stated on the Bid Form for certain items that may be I added to or deducted from Base Bid amount if the Owner deci&s to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. C�IoIdiiiation: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted alternate is complete and fully integrated into the Project. I Notjfic ion: Immediately following Contract award, prepare and distribute to cacti party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates. ISchedule,: A "Schedule of" Alternates" is included at the end of this Section. Specification Sect4nns referr..nced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each alternate. Include as part of each alternate, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. CJjL,D Q-FA_LTERNATES Alternate No. L Provide Aluminum Windows in lieu of Tubular Plastic Windows. Refer to Section 08520- Aluminum Windows Ile ate No.-1- Provide Horizontal Blinds in lieu of Vertical Blinds. Refer t Section 125:10- Window Treatment. ` END OF SLV SECTION 01030 I I I WDC ARCHITECTS, AIA —_—FEB 1992 PAGE i KEY BANK_SF,RVICF CENTER REMODEL 01040 Pro ect Coordination SECTION 01040-PR N Cr CQQR rn NATION Thb-Section specifies requirements for project coordination including: Coordination. Administrative and supervisory personnel. General installation provisions. Cleaning and protection. Coordination: Coordinate activities included in various Secdons to assure efficient and orderly installation of each component. Coordinate operations included under different Sections that are dependent on each other for proper installation and operation. Where installation of one component depends on installation of other components before or after its own installation,schedule activities in the seyucnce required to obtain the best results. Where space is limited, coordinate installation of different components to assure maximum accessibility for maintenance,service and repair. Make provisions to accommodate items scheduled for later installation. Prepare memoranda for distribution to each party involved outlining required coordination procedures. Include required notices,reports, and attendance at meetings. Prepare similar memoranda for the Owner and separate Contractors where coordination of their Work is required. Adminislrativc Pro "r u=- Coordinate sch•-duling and timing of administrative procedures with other activities to avoid conflicts and ensure orderly progress. Such activities include: Preparation of schedules. Installation and removal of temporary facilities. Delivery and processing L;submittals. Progress meetings. Project closeout activities. Ins"ction of f nnriiu=: The Installer of each component shall inspect the substrate and conditions under which Work is performed. Do not proceed until unsatisfactory conditions have been corrected. Mtiluf&aurer's lnyc r ti nc: Comply with manufacturer's installation instructions and recommendations, to the extent that they are more stringent than requirements in Contract Documents. lsl material immediately upon delivery and again prior to installation. Reject damaged and defective items. Provide attachment and connection devices and methods necessary for securing each construction element. Secure each construction element true to line and level. Allow for expansion and building movement. Visual Effectc: Provide uniform joint widths in exposed Wotk. Arrange joints to obtain the best effect. Refer questionable choices to th, Architect for decision. Recheck me curementc and dimensions, before starting installation. Install each c mponenu during weather conditions and project status that will ensure the best results. Isolatr --ach part from incompatible material as necessary to prevent deterioration. (Coordinate temporary endou. with inspections and tests, to minimize uncovering completed construction for that purpose. WDC ARCHITECTS, AIA FFB 1992 PACE 1 01040 Project Coordlnatlon KF,V BANK SERVICE CENTER REMODEL_ Mounting Heights: Where mounting heights are not indicated, install components at standard heights for the application indicated. Refer questionable decisions to the Architect. 0"Wi ng and ProtecJ,m: During handling and installation,clean and protect construction ir progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. Clean and maintain completed construction as often as necessary through the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limitill Exno ures: Supervise operations to ensure that no pan of construction,completed or in progress, is subject to harmful or deleterious exposure. Such exposures include: Excessive static or dynamic loading. Excessive internal or external pressures. Excessive weathering, Excessively high or low temperatures or humidity. Air contamination or pollution. Water or ice. Chemicals or solvents. Heavy traffic,soiling,staining and corrosion. Unusual wear or other misuse. Contact between incompatible materials. Theft or vandalism. END OF SLV SECTION 01040 PA(:F: 2 FRN 1992 WDC ARCHITECTS, AIA IW_LMW_VwAw IRAIWULMU'K W KEY BANK SERVICE CENTER REMODEL 01045 Cutting and PatchlnR SECTION 01045 -CMING AND PATCHING Refer Ig_1 Lher Sections of these Specifications, including Divisions-15 and -1G when available, for specific requirements and limitations applicable to cutting and pinching individual parts of the Work. Demolition of selected portions of the building for alterations is included in Section "Selective Demolition." S.►ructuraLl DA: Do not cut and patch structural elumenis in a manner that would reduce the load- carrying capacity or load deflection ratio. Obtain approval before cutting and patching structural elements. erakaW-Aud Safety Limitations: Do not cut and patch operating elements or safety components in a manner that would reduce, their capacity to perform as intended, or would increase maintenance, or decrease operational life or safety. Obtain approval before cutting and patching operating elements or safety rclacd systems: Inspection: Before cutting, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. Tem oli [Y Support: Provide temporary support of Work to be cut. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions that might be exposed during cutting and patching operations. Take all precautions to avoid cutting existing pipe, conduit or ductwork serving the building, Wt scheduled to be removed or relocated until provisions have been mode to bypass them. Performance: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Cul existing construction to provide for the installation of olher components or the performance of other construction activities and the subsequent fitting and patzhing required to restore surfaces to their original condition. �1t Livg: Cut existing construction using methods least likely to damage elements to be retainer: or adjoining construction. Where possible review procedures with the r nal installer; comply with the original installer's recommendations. Where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. To avoid marring existing finished surfaces,cut or drill from the exposed or finished side into concealed surfaces. Cut through concrete and masonry using a cutting machine_ such as a carborundum saw or diamond core drill. Comply with requirements of applicable sections cif Division-2 where cutting and patching requires excavating and backfilling. By-pass utility services such as pipe or conduit, before cutting, where services arc shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conuuit to prevent entrance of moisture or other foreign matter after by-passing and cutting. Pdj�hjflg: Patch with durable scanrs that are as invisible as possible. Comply with specified tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. WIM ARCHITECTS, AIA FF.II 1992 PAGE: 1 Mimi KEY BANK SFRVICE CF,NTFR RFMn— n—EL- 01045 Cuttin and Patchir tamed adjoining Restore exposed osed finishes of patched areas and extend of finisi restoration and niinto r construction in a manner that will eliminate evidenceatch and repair partitions extends one finishea area into another patch Where the removal of walls oto provide an even surface of uniform color and appearance, wall surfaces in the new spaceand patching is performed or used as access. clean piping, conduit and similar l ning; Thoroughly clean areas and spaces where cutting covering to its original condition. Remove paint, mortar, Oils, putty and similarRestores- damaged Thoroughly fx features before painting or finishing is app END OF SLV SECTION 01045 I e t HI'I F.( IS, AIA 1 PAGE 2 KEY BANK SERVICE CENTER REMODEL 01050 Field FRJK! rinQ SECTION 01050-FIELD ENGINEERING �n�: This Section specifics requirements for field engineering. ,UTvc,L: Engage a Land Surveyor registered in the State where the Project is located, to perform land surveying required. Uanlination: The Owner will identify existing control points and property line corner stakes. Verify Layout inI'ormallQll shown on the Drawings, in relation to the property survey and existing benchmarks before proceeding to layout the Work. Protect existing benchmarks and control points, Preserve permanent reference points during construction. Do not change or relocate benchmarks or control points withou- prior written approval. Report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations. Promptly replace lost or destroyed project control points. Base replacements on the original survey control prints. Establish and maintain a min mum of two permanent benchmarks on the site, referenced to data established by survey control points. Record benchmark locations, with horizontal and vertical data,on Project Record Documents. Lxi � ' t �ylili►ics and_ewioL-n : The existence and location of underground utilities and construction indicated as existing are not guaranteed Before beginning sitework,verify the existence and location of underground utilities and other construction. Prior to construction,verify the location and invert elevation at 1Y)ints of connection of sanitary sewer, storm sewer and water service piping. Verify location and depth of underground electrical service. Egrf_QUIlallcg: Working from lines and levels established by the property survey, establish benchmarks and rivarkers to sci lines and levels at cacti story of construction and where needed to properly locate each element. Calculate and measure required dimen,cions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. Advise entities engaged in construction activities, of marked lines and levJs provided for their use. As construction proceeds,check every major element for line.,level and plumb. _lrnnr -cments' Locate and lay out site improvements, including pavements, stakes for grading, rill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriat^ means. $ i it amdLevels: Locate and lay out batter boards for structures,building foundations,column grids and locations,floor levels and control lines and levels required for mechanical and electrical Work. Lxj_sUt4-UtiI i ties: Furnish information necessary to adjust,move or relocate existing structures, utility poles, lines, services or other appurtenances located :n. or affected by construction. Coordinate with local authorities having jurisdiction. Final Pro rtSurvey: A final property survey will be the resfKmsibility of the Owner,if required. END OF SLV SF.CTIUN ()1050 WDG ARCHITFCTS, AiA — -- FF.II 1992 _-� — PAGE: 1 KEY RANK SERVICE CENTER REMODEL 01090 Definitions and Standards SECTION 01090- DEFINITIQNS AN12 STANDARDS S n�unary: This Section specifies requirements for compliance with governing regulations, codes and standards. Requirements include obtaining permits, licenses, and inspections, as well as payments, statements and requirements associated with regulations,codes:nd standards. Refer to General and Supplementary Conditions for requirements for compliance ivith governing regulations. DcfiniLWI1s: The following definitions supplement definitions contained in the Agreement,General and Supplementary Conditions and other Contract Documents. They apply generally to the Work. JDsli-ahs1 refers to graphic representations, notes or schedules on Drawings, or paragraphs or schedules in Specifications,and similar requirements in Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used,it is to hell, )tate the reference. Directed: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by the Architect", "requested by the Architect", and similar phrases. No implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's supervision of construction. Approve, used in conjunction with action on submittals, applications,and requests, is limited to the Architect's duties and responsibilities stated in General and S --plenuentary Conditions. Approval shall not release the Contractor from responsibility to i .rlf Contract Document requirements. R X Il aticn includes laws, ordinances, statutes, and lawful orders of authorities having jurisdiction, and rules. conventions and agreements in the construction industry that control performan, 2 of the Work,whether lawfully imposed by authorities having jurisdiction or not. Furnish means "supply and deliver, ready for unloading, unpacking, assembly, installation, and similar operations." lagA 1. describes operations at sit,.- including "unloading, unpacking, assembly, erection, anchoring, applying, working to dimension, finishing, protecting, cleaning and similar operations." 'j revs& means "furnish and install, complete and ready for use." InsLWIe_r is an entity engaged by the Contractor,an employee,or subcontractor for performance of a particular activity, including installation, erection, and application. Installers shall he experienced in the operations they perform. The term "Experienced," when used with "Installer" means having a minimum of 5 previous projects similar in sim to this project, and familiar with precautions required,and requirements of the authority having jurisdiction. Project 5j.1t; is the spare available for construction activities, either exclusively or with others perfuming other construction on the Project. The extent of the Project Site is shown on the Drawings,and may or may not be identical with the dcscription of the land upon which the Project is to be built. TestiLig 1 aboratoric: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, at the Project Sitc or elsewhere, and to report on, and, if required, to interpret,results of these inspections or tests. Specifications are organized into Divisions, Sections or Trade Headings based on the Construction Specifications Institute's 16-Division format and MASTERFORM,AT numbering system WDG ARCHITECTS, AIA FEB 1992 PAGE 1 f MF �w W IW +w etr +ff #w 01090 Deflnitlons and Standards NK FFEVICF CENTER REMODEL Laa> > used in the Contract Documents is the abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words as singular where applicable and the context indicates. 1mRerativc I.artEll�4 is generally used. Requirements expressed imperativcly are.to be performed dy the Contractor. At certain locations subjective language is used to describe responsibilities which must be fulfilled indirectly by the Contractor,or by others when noted. AGsignment of : Certain construction activities shall be performed by specialists,recognized experts in operations to be performed. Specialists must be engaged for those activities, and these assignments arc requirements over which the Contractor has no option. Nevertheless. the ultimate responsibility for fulfilling Contract requirements remains with the Contractor. prawine Symbols: Graph, symbols on Drawings are recognized in the construction industry for purposes indicated. Where not atherwise r,oted, symbols are defined by "Architectural Graphic Standards",published by John Wiley & Sons, Inc., seventh clition. Q ) . , .1.jy of Standards: Except where Contrac: Documents include more stringent requirements, applicable industry standards have the same force and Lffect as if bound or copied into Contract Documents. Such standards arc part of the Contract Documents by reference. Individual Sections indicate which standards the Contractor must keep available at the Project site for reference. Referenced 51WWA ds take precedence over standards that are not referenced but recognized in the industry as applicable. unr�fercni� lstttdtuds arc not applicable,except as a general requirement of whether the Work cornplies with recognized construction industry standards. P lis anon jf�ates: Where compliance with a standard is required,comply with standard in effect as of date of Contract Documents. JJVdated tandards: Submit a Change Order proposal where an applicable standard has been revised and reissued after the date of the Contract Documents and before performance of Work. The Architect will decide whether to issue a Change Order to proceed with the updated standard. CV-1-iflicting Requirements: Where compliance with two or more standards that establish different or conflicting requirements for minimum quantities or quality levels is specified, the most stringent requirement will be enforced. Refer uncertainties as to which quality Irvel is more stringent to the Architect for a decision before pra:eeding. in' n in t i 'es or_Qualiiy Leve: The quantity or quality shown or specified is the minimum to be provided or perfe*med. Indicated values are minimum or maximum, as appropriate for the requirements. Refer instances of uncertainty to the Architect for decision before proceeding. Cooi��9l �rsi.T: Each entity cr,gaged on the Project shall be familiar with standards applicable to that activity. Copies of applicable standards are not bound with the Contract Documents. Where copies of standards ar- required, obtain copies directly from the publication source. Although copies of standards needed for enforcement of requirements may be part of'submittals, the Architect reserves the right to require the suhm;nal of additional copies for enforcement of requirements. Abbre j_Wj5?n1and Names: Where acronyms or abbreviations are used in Specifications or other Contract Documents they mean the recognized name of the trade association, standards generating organization, authority, having jurisdiction or other entity applicable. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries. Trade-UnionTradL-Umion Jurie�lau Maintain,complete current inforniation on jurisdictional matters,regulations and pending actions, as applicable to construction activities The manner in which Contract Documents have been organized and subdivided is not intended to indi,atc of trade union or jurisdictional agreements. I'At;F, 2 FFR 1992 WIM ARCHITECTS, AIA KEY BANK SERVICE CEN'rER REMODEL 01090 Deftoltions_aud Stnndurds Discuss new developments at proicct meetings at the earliest feasible dates. Record relevant information and actions agreed upon. Assign and subcontract construction activities, and employ tradesmen and laborers, in a ma,-tier that will not unduly risk Jurisdictional disputes that could result in conflicts, delays,claims aiA losses. its.Licenses, and Certif=: Submit copies of permits, licenses,certifications,inspection reports, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records in conjunction with compliance with standards and regulations bearing on performance of the Work. END OF SLV SEC PION(11090 WIM ARCIII I'Et'"I S, At,% —�— --�— FEB 1952 PAGE 3 KEY BANK SERVICE CF,NTER REMODEI. 01200 Project MeetlnQs SECTION 015ummary2Q0_ PR01x.CT MEETIN rS : This Section specifies requirements for Project meetings including: Pre-Construction Conference. Pre-Installation Conferences. rtogress Meetings. Pre-cone n���ion orf Conduct a pre-construction conference after execution of the Agreement and prior to commencerwal of construction activities. Review responsibilities and personnel assignments. Atter: The Ownet, Architect and their consultants, the Contractor and its superintendent, subcontractors, suppliers, manufacturers, and other concerned parties shall be represented by persons authorized to conclude,matter.,;relating to the Work. Ate: Discu.s significant items that could affect progress, including the tentative construction schedule,critical sequencing, use of the premises,procedures for processing Change Orders and cquipment deliveries. Pre installation__ Confcrsn&g: Conduct a pre-in-tallation conference before each activity that requires coordination with other construction. The Installer and representativ,-s of manufacturers and fabricators involved in uic installation, and coordination or integration with ether materials and installations that lave preceded or will follow,shall attend. Advise the Architect of scheduled meeting dates RLQ'r Ss Mc0109�: Conduct progress meetings al regular intervals. Notify the Owner and Architect of scheduled dates. Cocrrdinalr.. meeting dates with preparation of the payment request. AiL9njkui: "he Owner and Architect,each subcontractor,supplier or other entity concerned with progress or involved in planning, coordination or perforn.,ance of future activities shall be represented by persons familiar with the Project and authorized to conclude matters relating to progress. Al:.o.dj: Review minutes of the previous progress meeting. Review significance items that could affect progress. Include topics appropriate to the current status of the Project. CoDIrij"Q 'S nns=' iQ Schedule: P,eview progress since the last meeting. Dclermine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Ren j"' : No Uer than 3 days after each meeting, distribute copies of minutes of the meeting to each party prcF-nt and to parties who should have been present. Include a summary, in narrative f( m , of progress sinf.e the previous meeting. END OF SLV SECTION O120O WU(: ARCHITECTS, AIA I4,111 1992 # tt NW M KEY BANK SERVICE CENTER REMODEL 01300 Submittals aLCI \S 13QQ- SUBMIT1J.,`� S11IyMW3!: This Section speci lies requirements for handling submittals. General Pr_x_cdures: Coordinate submittal preparation with performance of construction activities, and with purchasing or fabric:r delivery,other submittals and related activities. Transmit in advance of performance of related actin i;t o avoid delay. Coordinate translritutl of different submittals for related elements so processing will not be delayed by the need to review concurrently for coordination. The Architect reserves the right to withhold actino on s su i nittal requiring coordination until related submittals are received. ProcsiU: Allow "1equate time for initial review. The Architect will advise the Contractor when a subn,;ttal must be delayed for coordination. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. Submittal Preparation: Place a label or title block on each submittal for identification. Provide a 4" x 5" space on the label or beside the title block on Shop Drawings to record Contractor's review and approval markings and action to':cn. Include the following information on the label for proc.ssinp,Lod recording action taken. Project name. Date. Name and address of Architect. Name and address of Contractor. 1 Nar,te and address of subcontractor. Nance and address of supplier. Nani^of manufacturer. 5-uJAijUaUransmittal: Package submittals appropriately for transmittal and handling. Transmit wi!h a transmittal form. Submittals received from other than the Contractor will be returned %kT.hout action. S:�titi�slszis_Ss�narY�li�n Schedule: Submit a fully developed, bar-chart type construction schedule, within 30 days,of the date established for Commencement of the Work. Indicate completioa in advance of the date established for Substantial Completion. Indicate { Substantial Completion on the Schedule to allow time for the Architect's procedures necessary for l certification of Substantial Completion. DiaUib_tLivr of h ,: Distribute copies of' the Construction Schedule to the Architect, Owner, subcontractors,and other parties rcr,uired to comply with scheduled dates. Post copies in the temporary field wfice. When revisions are made,distribute to the same parties and post in the same locations. Updatin : Revise Schedule after each meeting or activity,where revisions have been made. Issue the updated Schedules concurrently with report of each meeting. Shop Drawings: Submit new information, drawn to accurate scale. Indicate deviations from Contract 1 Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop 4 Drawings. hrclu& the following information: Dimensions. Identification of products and ma,erials included. Notation of coordination requiren .pts. Notation of dimensions established by field measurement. Sheetz: Except for templates, iallerns and similar full-size Drawings, submit Shop Drawings on sheets at least R-1/2" x 11" but no larger than 24" x 36". i N'I)(; ARCHITECTS, AIA FEB 1992 — —J PAGE: 1 01300 Submittals KEY BANK SERVICE CENTER REMODEL °11bmjlj,W: Submit 3 blue-line prints; if the Drawing is required for maintenance manuals submit 5 prints. 2 prints will be retained; the remainder will be returned. One of the prints returned shall be maintained as a "Record Document". Do not use Shop Drawings without a final stamp indicating action taken in connection with construction. Product Data: Collect Product Data into a single submittal for each element or system. Mark each copy to show applicable choices and options. Where Product Data includes information on several products, some of which are not required,mark copies to indicate the applicable information. include the following in,brmation: Manufacturer's printed recommendations. Compliance with recognized trade association standards. Compliance with recognized testing agency standards. Application of testing agency labels and seals. Notation of dimensions verified by field measurement. Notation of coordination requirements. Submittals: Submit 2 copies of each required submittal; submit 4 copies where required for maintenance manuals. The Architect will retain one,and will return the other marked with action taken and corrections or modifications required. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. pistribUl_oM: Furnish copies of final submittal to installers, and others t.quired for performance of construction activities. Show distribution on transmittal forms. Do not proceed with installation until an applicable copy of Product Data is in the installer's possession. Do not perTnit use of unmarked copies of Product Data in connection with constriction. San]j?ics: Submit full-size Samples cured and finished as specified and identical to the product proposed. Mount, display, or package Samples to facilitate review. Prepare Samples to match the Architect's Sample. Include the following: C:eneric description. Sourcc. Product name or nacre of manufacturer. Compliance with recognized standards. Availability and delivery time. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics, and a comparison of these characteristics between the final submittal and the component as delivered and installed. Where variations are inherent in the product, submit multiple units that show limits of the variations. Preliminary submit: Where Samples are for selection of characteristics from a range of choices, submit a full set of choices for the product. Preliminary submittals will be reviewed and returned indicating selection and other action. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques,connections,operation and similar characteristics,submit 3 sets; one will be returned marked with the action taken. Maintain Sample sets at the Project site, for quality c comparisons 0 i PAGE 2 Ft It 1992 1%'1)c; ARCHITECTS, AIA KFY BANK SERVICE LINTER REMODEL 01300 Submittals Unless noncompliance with Contract Document provisions is observed,the submittal may serve as the final submittal. Sample sets may be used to obtain final acceptance of the construction associated with each sed. Distribution: :prepare additional sets for subcontractors,manufacturers,fabricators, installers,and others as required for performance. Show distribution on transmittal forms. Architect's Action: Except for submittals for record, information or similar purposes, where action and return is required, the Architect will revi-w each submitt;I, mark to indicate action taken, and return. Compliance with specified characteristics is lie Contractor's responsibility. Action, tamp: The Architect will stamp each submittal with a self-explanatory action stamp. The stamp will be appropriately marked to indicate action taken. END OF SLV SECTION 013(X) i L L L l t t WDG ARCMITC'7S, AIA FEB 1992 PACE 3 KEY RANK SERVICE CEN'T'ER REMODEL 01400 Quality Control Services SECTION 01400-QUALITY CON L SERVICES This Section specifies requirements for quality control services. Quality control services include inspections and tests performed by independent agencies, governing authorities, as well as the Contractor. Contractor Responsibilities: Provide inspections and tests specified or required by governing authorities, except where they are the Owner's responsibility,or are provided by another entity;services include those specified to be performed by an independent agency not by the Contractor. Costs are included in the Contract. The Owner will engage and pay for services of an independent agency to perform inspections and tests specified as the Owner's responsibility. Assmiat d Services: The Contractor shall cooperate with agencies perlbrming inspections or tests and pro ide auxiliary services as requested. Notify the agency in advance of operation,to permit assign, rent of personnel. Auxiliary services include but are not limited to: Provide access to the Work and furnish incidental labor and facilities necessary to facilitate inspections and tests Taking representative samples of materials that require testing or assist the agency in taking samples. Provide facilities for storage and curing of samples, and deliver samples to testing laboratories. Provide a preliminar, design prix proposed for use for material mixes that require control by the testing agency. Provide security and protection of samples and test equipment at the Project site. Duties of the Icstiilg n : The agency engaged to perform inspections,and testing of materials ar.d construction shall cooperate with the Architect and Contractor in performance of its duties, and provide qualified personnel to perform inspections and tests. The agency shall notify the Architect and Contractor promptly of deficiencies observed during performance of its services. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract Documents,or approve or accept any portion of the Work. Coordination: The Contractor and each agency engaged to perform inspections and tests shall coordinate the sequence of activities to accommoriate services with a minimum of delay. The Contractor and each agency shall coordinate activities to avoid removing and replacing construction to accommodate inspections and tests. The Contractor is responsible for scheduling inspections, tests, taking samples and similar activities. Submittals: The testing agency shall submit a certified written report of each inspection and test to the Architect. in duplicate, unless the Contractor is responsible for the service. if the Contractor is responsible, submit a certified written report of each inspection and test through the Contractor, in duplicate. Submit additional copie, of each report to the Eriveming authority, when the authority so directs. Rhe t(2rl Ua.U: Written reports of each inspection or test shall include,but not be limited to: Date of issue W M; ARCHEI ECTS, AIA F'ER 1992 �----�---_� v� PAGE 01400 Quality Control Services KEY BANK SERVICE. CENTER REMODEL Project title and number. Name,address and telephone number of testing agency. Dates and locations of samples and tests or inspections. 'dames of individuals making the inspection or test. )esignation of the Work and test method. iendfrcation of product and Specification Section. ".omplete inspection or test data. fest results and an interpretation of test results. Ambient conditions at the time of sample-taking and testing. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements. Name and signature of laboratory inspector. Recommendations on retesting. Qualification for Service agencies: Engage inspection and testing agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories, and specialize in the types of inspections and tests to be performed. Each inspection and testing agency engaged shall be authorized to operate in the State in which the Project is located. Repair and Protection: Upon completion of inspection and testing repAir darnaged construction and restore substrates and finishes to eliminate dcficicnci;�s. Comply with requirements for "Cutting and Patching." Protect construction exposed by or for quality control service activities, and protect repaired construction. The Contractor is responsible for repair and protection regardless of the assignment of responsibility for inspection and testing. END OF SLV SECTION 0140(1 PAc:F. 2 -- FIAI '.992 WDG ARCHITECTS, AIA KEY BANK SERVICE, CENTER REMODEL 01500 Temporary Facilities 51MON 01500- TEMPORARY FACUT1ES SUMMArX: This Section specifier temporary services and facilities, including utilities,construction and support facilities,security and protection. Provide facilities ready for use. Maintain,expand and modify as needed. Remove when no longer needed,or replaced by permanent facilities. ReEulations: Comply with applicable laws and regulations. SSU dtdd: Comply with NFPA Code 241, "Building Construction and Demolition Operations", ANSI- A 10 Series standards for "Safety Requirements for Construction and Demolition", and NECA Electrical Design Library "Temporary Electrical Facilities." 1n5nectimi: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. Conditions >f c Keep facilities clean and neat. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload,or permit facilities to interfere with progress. Do not allow hazardous,dangerous or unsanitary conditions,or public nuisances to develop or persist on the site. 1�terials ani Moment: Provide new materials and equipment; if acceptable to the Architect, undamaged previously used materials and equipment in serviceable condit;un may be used. Provide materials and equipment suitable for the use. intended. LiYh1it1L': Provide temporary lighting with local switching to fulfill security requirements and provide illumination for construction operations and traffic conditions. 1.d1DFd Lieht Fi Provide general service incandescent lamps. Provide guard cages or tempered glass enclosures,where exposed to breakage. Provide exterior fixtures where exposed to moisture. Sewers and Urdin;iee: If sewers are available,provide temporary connections to remove effluent. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds or similar facilities. Filter out construction Waris and other contarninants that might clog sewers or pollute waterways before discharge. Corint temporary sewers to the municipal system as directed by sewer department officials. Maintain sewers and drainage facilities in a sanitary condition. Following heavy use,restore normal conditions promptly. Provide earthen embankments and similar barriers in and around excavations and subgrade construction to prevent flooding by runoff of storm water from heavy rains. Provide required erosion control. �?1A��Y-SSS!].SlsusilSll]_dilsLSsJp12i2rt f acilitiec lnctallati n: Locate for easy access. Maintain facidtics until Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. 119mpo1ary }heat: Provide temporary heat for curing or drying of completed installations or protection of installed construction from adverse effects of low temperatures or high humidity. Select equipment that will riot have a harmful effect on completed installations; heating units shall have been tested and labeled by UL,FM or another recognized trade association related to the type of fuel used. Coordinate ventilation requirements to produce the ambient condition required. Toilets: Install self-contained single-occupant toilet units of the chemical, aerated recirculation,or combustion type, properly vented and fully enclosed with a glass Fiber reinforced polyester shell or similar nonabsorbent material. Use of pit-type privies will not he permitted. �ti'UG ARCHITECTS, AIA FE11 1991 PAGE 1 01500 '('emporerV Facilltles__ KF. "'111 ARViCF CENTER RF,MODF.L Temnorary Fnclocures: Provide temporary enclosure for protection of construction from eroosure,foul weather,offer construction operations and similar activities. Where heat is needed and otic building en,los of a incomplete,provide enclosures where the:,,is 10 other provision for containment of heat. Coordinate enclosure with ventilating ;.ttd material drying or curing requiremet:ts to avoid dtvigerous conditions. install !arpaulins securely, with incombustible framing. Close openings through floor or roof decks and horizontal surfaces with load-bearing construction. pt, i�en�i�lc:„+�nn and Tem ocean+ Sims: Prepare project identification signs on grade B-8 High Density Overlay Plywood; install where indicated. Support on framing of prese►vative treated wood or steel. Engage an experienced sign painter to apply graphics. Comply with details indicated. Prepare signs to provide directional information to construction personnel and visitors. t for use of rmanent fire rotection n as available, do not change fromuseof temporary security and protection ac lities to permanentsfac lities until Substantial Completion, F;rc F.xtineuisher,: Provide hand-carried, portable UL-rated, class "A" fire extinguishers for temporary offices and similar spaces. In other locations provide hand-carried,portable,UL rated. iclass "ABC" dry ntended purpose,but chemical tcless h nguishers. Locate fire one on each floor near each usable extinguishers estaWhell ere effective frr the m Maintain unobstructed access to fire extinguishers,fire hydrants,irntporary fire protection facilities, stairways and other access reputes far fighting tires. Prohibit smoking in hazardous fire exposure areas. Store combustible materials in containers in fire-safe locations. Provide supervision of welding operations,combustion type temporary heating units, and sources of fire ignition. aricades n Warnil�Ys���: Co 'ply with standards and code requirements for erection of barricades. Paint appropriate warning signs to infomn personnel and the public of the hazard being protected against. Where needed provide lighting,including flashing lights. ScSy E�S�IQSure and Loc_ uk : Install temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthc rized entrance, vandalism and theft. Where materials and equipment must be stored,provide a secure lockup. Fnvironmenial Protection: Operate temporary facilities and conduct construction by methods that comply with environmenia. regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted. Avoid use of tools and equipment which produce harmful poise. Restrict use of noise making tools and equipment to hours that will minimize complaints. Limit availability to intruded use to Cratitt_n: Enforce strict discipline in use of temporary facilities. minimize abuse. Maintain facilities in good operating condition until removal Protect from damage by freezing temperatureF and the elements PAG1: 2 '—`_ FEL 1992 W DG A121'111'l FC FS, AIA KEY HANK SERVICE CENTER REMODEL 01500 Temporary Facilities Maintain operation of enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24-hour day basis to achieve indicated results and to avoid damage. Prevent piping from freezing. Maintain markers for underground lines. Protect frorn damage during excavation operations. Tetm:nation and Remoyl: Remove each facility when the need has ended,or replaced by a permanent facility, or no later than Substantial Completion. Complete or restore construction delayed because of interference with the facility. Repair damaged Work,clean exposed surfaces and replace construction that cannot be satisfactorily repaired. Temporary facilities ar::property of'the Contractor. END OF SLV SECTION 015(1) l S WDG ARCHITECTS, AIA F'EH 1992 PACE 3 ff MWA qW1 wit 41KMMq9-&§W-AVW-1MV- KEY BANK SERVirE CENTER REMODEL 01600 Materials and Equipment n SECTION 016W-MATERIALS AND EQI1IMEN1 "Products" are items purchased for incorporation in the Work,whether purchased for the Project or taken from previously purchased stock. "Named Products" arc items identified by manufacturer's product name,including make or model designation indicated in the manufacturer's product literature. __l Ig1iiiiS_are products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed,or installed to form a part of the Work. "Cauipmcnt" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. S2IIISSJ.liIli131iR1 To the fullest extent possible, provide products of the same kind, from a single source. When the Contractor has the option of selecting between two or more products, the product selected shall be compatible with products previously selected. Nance Ip awes: Except for required labels and operating data, do not attach manufacturer's nameplates or trademarks on surfaces exposed to view in occupied spaces or on the exterior. Product Delivery. Storage, and Handling: Deliver, store and handle products in accordance with manufacturer's recommendations,using methods that will prevent damage,deterioration and loss Schedule delivery to minimize long-term storage. and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding; time far item, that are flammable, hazardous,easily damaged,or sensitive to deterioration, theft and other losses. Deliver products in manufacturer's original sealed container or packaging system,complete with (:.bels and instructions for handling;, storing,unpacking,protecting and installing. Inspect products on delivery to ensure compliance with Contract Documents, and to ensure that products are undamaged and properly protectrA. Store products to facilitate inspection and measurement of quantity or counting of units. Stoic heavy materials away from the structure in a manner that will not endanger supporting construction. Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instru,.tions. Product Selection: Provide products that comply with the Contract Documents, are undamaged and unused at installation. Provide products complete N•.itn ali uc::,-5sorics, trim, finish, safety guards and other devices and details needed for a complete installEtion and for the intended use and effect. Standard Products: Where available, provide standard products of type.s that ha,/e been produced and used successfully in similar situa!ions on other projects. Propriet pecification RcUui1q,5: Where only a single product or manufacturer is named, provide the product indicated. No substitutions will he permitted. N,on pjo rictary S ep cift tions: When Specifications list products or manufacturers that are available and may be used, but do not restrict the Contractor to use of these products only. the %%'I)r: ARVIIITECI S, AIA FER 1992 PAGE i 01600 Materials and Equipment KEY BANK SERVICE CENTF,R REMODEL Contractor may propose any product that complies with Contract requirements. Comply with provisions for"substitutions"to obtain approval for use of an unnamed product. De-.. ripdvc Specification 99auirem =: Where Specifications describe a product,listing characteristics required, with or without use of a brand name, provide a product that provides the characteristics and otherwise complies with requirements. PerformancgSFecificaion Requirements: Where Specifications require compliance with performance requirements, provide products that comply and are recommended for the application. Manufacturer's recommendations may be contained in product liter ,ure, or by certification of performance. Compliance with Standards: Where Specifications require compliance with a standard, select a product that complies with the standard specified. Visual Matching. Where Specifications require matching a Sample, the Architect's decision on whether a proposed product matches is final. Where no product matches and complies with other requirements,comply with provisions for "substitutions" for selection of a matching product in another category. Visual Selection: Where requirements include the phrase "...as selected from manufacturer's standard colors,patterns,textures..."or a similar phrase,select a product that complies with other requirements. The Architect will select color,pattern owd texture from the product line selected, Installation of Produce: Comply with manufacturer's instructions and recommendations for installation of products. Anchor each product securely in place, accuralely located and aligned with other Work. Clean exposed surfaces and protect to ensure freedom from damage and deterioration at time of Substantial Completion. END OF SLV SECTION 016(K) i.f u PAGE 2 FED 1992 - ——VV 1)t; ARt'Ii1Tl•a'TS, AIA KEY BANK SERVICE CENTER REMODEL 01631 Product Substitutions SECTION 01631 -PRODUCT SUBSTITUTIONS Substitutions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documentsproposed by the Contractor after award of the Contract are considered requests for"substitutions." The following are not considered substitutions: Revisions to Contract Documents requested by the Owner or Architect. Specifies'options of products and construction methods included in Contract Documents. Compliance with governing regulations and orders issued by governing authorities. Submittal: Requests for substitution will be considered if received in adequate time to be considered without effect to the scheduling and installation of the item or related work. Submit 3 copies of each request for substitution is the form and in accordance with procedures for Change Order proposals. Identify the product, or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Document compliance with requirements for substitutions, and the following information,as appropriate: Samples, where applic,.ble or requested. A comparison of significant qualities of the proposed substitution with those specified. A list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors,that will be necessary to accommodate Utte proposed substitution. Cast information, including a proposal of the net change. if any in the Contract Sum. Certification that the substitution is equal-to or better in every respect to that required by Contract Documents, and that it will perfirrm adequately in application indicated. Include Contractor's waiver of rights to additional payment or time,that may be necessary hecause of the substitution's failure to perform adequately. &r IjkQt's Action: Within one week of receipt of the request for substitution, the Architect will request additional information necessary for evaluation. Within 2 weeks of receipt of the request, or one week of receipt of additional information, which ever is later,the Architect will notify the Contractor of acceptance or rejection. If a decision on use of a substilmo. cannot be made within the time allocated,use the product specified. Acceptance will be in the form of a Change Order. Substitutions: The Contractor's substitution request will be received and considered by the Architect when one or more of the following conditions are satisfied, as determined by the Architect: otherwise requests will be returned without action except to record noncompliance with these requirements. Extensive revisions to Contract Documents are not required. Proposed changes are in keeping with the general intent of Contract Documents. The request is timely, fully documented and properly submitted. The request is directly related to an "or equal" clause or similar language in the Contract Documents. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue flm: Work promptly or coordinate activities properly The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested subtititution can be approved. %VDG ARCHITFCTS, AIA FF11 1992 �w-- —� PAGE 1 01631 Product Substitutions KEY BANK SERVICE CENTER REMODEL A substantial advantage is offered the Owner, in terms of cost,time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate contractors,and similar considerations. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. The specified product or method of construction cannot be coordinated with other materials,and where the Contractor certifies that the proposed substitution can be corrdinated. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provide the required warranty. The Contractor's submittal and Architect's acceptance.of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents dues tio: constitute an acceptable or valid request for substitution,nor does it constitute approval. END OF SLV SECTION 01631 I PAC,1: 2 FEtt 1992 1VDG ARC'NITCCT3, AJA KEY BANK SERVICE CENTER REMODEL 01700 Project Closeout SECTION 01700-PROJECT CLOSEOUT aubsLauliaL Comp le Lion: Before requesting inspection for certification of Substantial Completion, complete the following: Changc-over permanent locks and transmit keys to the Owner. Complete start-up testing of systems, and instruction of the Owner's personnel. Remove temporary facilities from the site, along with construction tools,mock-ups, and similar elements. Complete final clean up. Touch-up and repair and restore marred exposed finishes. Inspection Procedures: On receipt of a request for inspection, the Architect will proceed or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection,or advise the Contractor of construction that must be completed or correk:ted before the certificate will be issued. The Architect will repeat inspection when n.quested and assured that the Work has been substantially completed. Results of the completed inspection will form the basis of requirements for final acceptance. LjDal Acceptance: Before requesting inspection for certification of final acceptance and final payment, compute the following: Suornit final payment request with releases. Su)mit a final statement,accounting for changes to the Contract Sum. Su,)mit a copy of the final inspection list stating that each item has been completed or otherwise resc.lvcd for acceptance. Record Doctttpent Submittals: Do not use Record Documents for construction purposes; protect from loss in a sec:uic location; provide access to Record Documents for the Architect's reference. Record Vrayjft,gg: Maintain a clean, undamaged set of blue or black line white-prints of Contract Drawings ani Shoo Drawings. Mark-up these drawings to show the actual installation. Mark whichever drawing is most ..;pable of showing conditions accurately. Give particular attention to concealed elements;hat would b-difficult to measure and record at a later date. Organize record drawing sheets into manageable sets, hind with durable paper cover sheets, and print suitable titles,dates and other identification on the cover. Recon Specifications: Maintain one copy of the Project Manual, including addenda. Mark to show variations in actual Work performed in comparison with the Specifications and modifications. Give particular attention to s;ihstitutions, selection of options and similar information on elements that are concealed or cannot he readily discerned later by direct observation. Note related record drawing information and Product Data. Upon completion of the Work, submit record Specifications to the Arr:hitect for the Owner's records. WDC ARCHITECT S, AIA FEB 1992 P%GE 1 01700 Project Closeout KEV BANK SERVICE CENTER REMODEL Maintenance_ Manual • Organize maintenance data into sets of manageable size. Bind in individual heavy- duty 2-inch, 3-ring vinyl-covered binders, with pocket folders for folded sheet information. Mark identification on front and spine of each binder. Include the following information: Emergency instructions. Spare parts list. Copies of warranties. Wiring diagrams. Recommended "turn around"cycles. Inspecti Shop Drawings procedures. ings and Product Data. Fixture lamping schedule. LWera11Ilg-w d-Maintcri1DS�CAC.ions: Arrange for the installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Include a detailed review of the following: Maintenance manuals. Spare parts and materials. Too I s. Luhricants. Control scqucncrS. Hazards. Warranties and bonds. Maintenance agreements and similar continuilIg commitments. As part of instruction for operating equipment,demonstrate the following procedures: Start-up and shutdown. Emergency operations. Noise and vibration adjustments. Safety procedures. FijuL Q. nim: Employ experienced workers for final cleaning. Clean each surface to the condition expected in a c•omrnercial building cleaning and maintenance program. Complete the following i)efore requesting inspection for certification of Substantial Completion: Remove labels that are not ;xrm.tnent labels. Clean transparent materials. Remove glazing compound. Replace chipped or broken glass. Clean exposed hard-surfaced finishes to a dust-free condition, free of stains, films and similar foreign substances Restore reflective surfaces to their original reflective condition. Leave concrete floors broxmm clean. Vacuum carpeted surfaces. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Clean the site of rubbish, litter and other foreign substances. Sweep paved areas; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even-textured surface. Removalof Protection: Remove temporary protection and facilities. Compliance: Comply with regulations ol'authorities having jurisdiction and safety standards for cleaning. Remove waste materials from the site and dispose of in a lawful manner. END OF SLV SECTION 017(X) PAGF 2 -- V1.11 1992 AR(Ifull. '1:;, AIA w Mt! all KEY BANK SERVICE. CENTER REMODEL 01740 Warranties and Bonds SEC DON 01740-WARRANTIES AND BONDS Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. S.Rf.L1al Warrantiga are written warranties required by or incorporated in Contract Documents, to extend time limits provided by standard warranties or to provide greater rights for the Owner. Refer to the General Conditions for terms of the Contractor's special warranty e f workmanship and materials. Requirements for warranties for products and installations that are specified to be warranted,arc included in the individual Sections of Divisions-2 through -14. Disclaimers and Limitatim: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contr,.;.tor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and Subcontractors required to countersign special warranties with the Contractor. Re ated Damaus and Losses: When correcting warranted Work that has failed,remo, a and replace other Work that has been damaged as a result of such failure or that must be removed apd replaced to provide access for correction of warranted Work. Rs1=tement of Warranty: When Work covered by a warranty has failed and been corrected, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty. Rcpla 1e •nt Cost: On determination that Work covered by a warranty has failed,replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether [tic Owner has benefited from use of the Work through part of its useful service life. Owner's R"u c: Written warranties made to the Owner are in addition to implied warranties, and shall not limit duties, obligations, right and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights,or remedies. Reicc ion of Warranties: The Owner reserves the right to reject warranties and to limit selections to products wi[li warranties not in conflict with requirements of the Contract Documents. The Ownet reserves the right to refuse to accept Work where a special warranty, or similar commitment is regeircd, until evidence is presented that entities required to'countersign commitments ate willing to do so. Su mit written warranties to the Architect. If the Arc -acct's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion, submit written warranties on the Architect's request. When r;designated portion of the Work is completed and occupied or used, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within f iftecn days of completion of that designated portion of the Work. When a special warranty is to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for approval prior to final execution. VDD ARCHITEt'TS, AIA - -� FED 1992 i PAGE; 1 01740 Warrantles and Brands KEY BANK SERVICE CENTER RF.MODF.L Refer to individual Sc(;tions of al of special Divisions-2 through -14 for specific content, and particular requirements for Bind warranties and bonds in heavy-duty. commercial quality, durable 3-ring vinyl covered loose-leaf binders,thickness as necessary to accommodate contents,and sized to receive 8-1R" by 11" paper. Provide heavy paper dividers with celluloid covered tabs for each warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product,and the name,address and telephone number of the installer. Identify each binder on the front and the spine with the typed or printed title "WARRANTIES AND BONDS," the Project title or name,and the name of the Contractor. When operating and maintenance manuals are required for warranted construction, provide additional zopies of each warranty,as necessary, for inclusion in each required manual. END OF SLV SECTION 01740 PAGF. 1. FEB 3992 �1V1)): ARCH1'1'F.('T'ti, AIA KEY BANK SERVICE CENTER REMODEL 02070 Selective Demolition SI C'TInN 02Q70-SELEC]'1_VF,DLML)( RQN— Extent of selective demolition work is indicated on drawings. Zyj�rle�tive Demolition Work: Demolition requires but is not limited to the selective removal and subsequent offsite disposal of the following: Removal of concrete and asphalt paving, wood deck structure, exterior building elements, and certain portions of building structure indicated on drawings and as required to accommodate new construction. Removal of interior partitions, suspended acoustic ceilinr plumbing fixtures, and other building elements all as indicated on drawings. Removal of doors and frames indicated "remove". Removal of built-in casework indicated "remove". Removal of existing windows indicated"remove". Removal and protection of existing building elements, fixtures and equipment items indicated "salvage",all as indicated of the drawing.. tdAted work specified elsewhere: Retrtode_L1111 construction work and patching is included within the respective sections of Specifications, including removal of materials for re-use and incorporated into remodeling or new construct ion. $41QLafj,S1L of pipes, conduits, ducts, other mechanical and electrical work are to be specified by their respective trades. $_hedule: S;tbmil .,chedult- indicating proposed sequence of'operations for selective demolition work to Owner's Representative fot review prior to commencement of work. Include coordination for shut-off, capping, and continuation of utility services as required, together with details for dust and noise control. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. Qj&Upancv: Owner will be continuously occupying areas of the building immediately below the areas of selective demolition. Conduct selective demolition work ;n manner that will minimize need for disruption cf Owner's normal operations. Provide minimum cif 72 hours advance notice to Owner of dernolilion activities which will impact Owner's normal operations. Condition of Structure.: Owner assumes no responsibility for actual condition of items or structures to be demolished Conditions existing at time of' commencement of contract will be maintained by Owner insofar as practicable. Partial DcntolitiQn_iit1d Kcri"v 1: licnrs indicated to be. removed but of salvable value to Contractor may be removed from structure as work progresses. Transport salvaged items from site as they are removed. Storage or sale of r--moved items on site will not be permitted. N'DG kR_CH ITECTS, AIA FIAT 1992 PAGE 1 02070 Selective Uemoll!lon KF:Y BANK SERVICE CENTER RF.N1 �L�2isUiD W Provide temporary barricades and other forms of protection as required tc Personnel and general public from injury due to selective demolition work. protect Owner's Provide protcc•tive n;casures as required to provide free and safe ansa general public to and from kXcupied portions of building. passage of Owner's personnel and Protect from damage existing finish work that is to remain in place Arid becomes exposed demolition operations. P sed during Construct temporary P 3ry insulated solid dustproof partitions where required to separate areas where noisy or exrcnsive dirt dull op security looks;f required. eration%are perfornicd. Equip partitions with dust roof d. P doors;arid ' Provide temporary weather protection dw•ing interval between demolition and removal construction on rror surfaces, and installation of new construction to insure that ter Of water leakage or damageeo occurs to structure,or interior instalareas of existing building, of existing Remove protections at completion of work. D101 : Promptly repair damaged caused to adjacent facilities by demolition work at r Tiaff�c' Conduct selective demolition operations and debris removal in . 1O cost to Owner. t interference with roads, streets, walks, and other adjacent occupied or used facilities. a manner to ensure minimum du�rinx-5� NU: Maintain existing utilities indicated to remain,keep in service,and r) I b demolition operations. p c tett against damage DO not interrupt existing utilities serving occupied or used facilities, except when authorized in existing utilities,as acceptable to governing authoriUei temporary P y services during interruptions to �r v, r rncrit�l rOntr-_?..I`: Use water sprinkling, temporary,enclosures,and other suitable dust and dirt rrsrng and scattering in air to lowest Practical level. Comply with governing pertaining to cnvironmemal protection, methods l limit B erning regulations bn not use water when it may create hazardous or objectionable conditions such as i t and pollution. cc, flooding, LQ=ii n: Prior to commencement of selective demolition work, inspect areas i performed. Photograph existing conditions to structure surfaces, equipment or to sumo which could be misconstrued as damage resulting from selective uipme do n which work will ebe s Represenlative prior to starting work. un wit properties n work; file with Owner's is Provide interior and exterior shoring, bracing,or support to prevent mc r vcmcnt,settlement or collapse of structures to be demolished and adjacent facilities to remain. Cease operations and notify Owner's Representative irnmediately if safety OfStructure endangered. Take precautions to support structure until deter if irali(n is n operations. a appears t i be lade for continuing Portionsof the building., r i i n and closures as required to prevent spreadOccupied of dust or ft�mcs to Provide weatherproof closures for exterior openings resulting from demolition work Lmd14,idsiD i ff, &WL1W utility services that are not indicated to remain Provide by-pass connections mum aof 74 hoc.ssary oadvanceiianotiin cetloupwner crvice to occupied areas is necessary during change over. of if shut-down of service is Ft:N 1992 WDG ARC141TF,CTS, AIA KEY BANK SERVICE ('ENTER REMC,JEL 02070 Selective Demolition m clition: Perform selective demolition work in a sysrematic mariner. Locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls, floors or framing. Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. jf unanticiRted mechanical,electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of conflict. Submit report to Owner's Representative in written, accurate detail. Pending receipt of directive from Owner's Representative rearrange selective demolition schedule as necessary to continue overall job progress without delay. Salval;e Items: Where indicated on Drawings as "Salvage-Deliver to Owner," carefully remove indicated items,clean,store, and tum over to Owner and obtain receipt. Disposal of D�II101 algLia6,: Remove debris,rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws,and ordinances concerning removal,handling and protection against exposure or environmental pollution. Burning of renxncd materials is not permitted on project site. _C1"p_UD and alr: Upon completion of•demolition work, remove tools, equipment arid demolished materials from site. Remove protections and leave interior areas broom clean. Kcp• it demolition performed in excess of that required. Return structures and surfa(.es to remain to condition existing prior to commencement of selective demolition work. Repair adjacent construction or surfaces soiled or damaged by selective dernolition work. END OF SLV SECTION 02070 WIM ARCHITECTS, AIA -- FFR 1992 PAGE, 3 ' 021 Slte Cle�ring KEY BANK SERVICE CENTER REMODEL r-,�nry m)10 SITF rt__ ARIN_Cz walks, d minimum up Conduct site clearing operations to ensure t close or obstruct streetseetS i walks or streets, other occupied or used facilities. used facilities without permission from authorities having jurisdiction. verings,or to Protections: Provide temporary fences,barricades.damage to person Por property.projections sApply protections to i,ems indicated to remain and to preventinjury adjacent properties as required. to the condition existing prior to start of work.unless otherwise directed. l]]cauc+.x•- ,c Do not store materials or physical� �� �Y�ctittti tree and vegetation to remain from damab • ere air. Replace damaged garborist,unless otherwise acceptable to the equipment cannot be re ioredrw full growth, as determined licensed rby ist for tree damage trees Architect. ��j": Remove trees, shrubs, grass, and other vegetation, improvements, igginout In lump oa d toots. s as indicated or which interfere with new construction. Removal includes digging i ,Wile too uit that will be reused in the work. cunv inror w mems•both above-grade and below-grade to the extent indicated or as otherwise Row - x�, _�-- i required to permit new construction. 1 r •: Carefully remove items indicated to be salvaged, and stoic on owner's premises where 5AIy z indicated cr directed. i ontr Ql�r_�511l11LS n caused by dust and dirt;comply with governing regulations. Fill below eradc_arCaS and voids resulting from demolition operations• Use satisfactory soil materials, 9 placed in 6" deep horizontal layers with cath laver thoroughly compacted. (gra 1c },round surface to conform to required contours and to provide surface drainage. Dtx)sc of removed and demolished items, including trash and debris,off the owner's property. Burning of waste materials on the site is not permitted. END OF SI.V Sh(A ION 02110 1 1 P 1 WpG ARCHITECT'S, AIA I Ell 1992 AGE i KEY BANK SERVICE CENTER REMODEL 02150 StaE! and Bracing SECTION 02150 - SHOR1MI AND BILAC1N—Q Building excavation is specified in another Division-2 section. $.Jpervisiun: Engage and assign supervision of shoring and bracing work to a qualified foundation consultant. &guJ&=: Comply with local codes and ordinances of goveming authorities having jurisdiction. Job_ C nd�itiona: Before starting work,check and verifv governing dimensions and elevations. Survey condition of adjoining properties, take photographs, recording existing settlement or cracking of structures, pavements, and other improvements. Prepare list of such damages, verified by dated photographs,and signed by Contractor and others conducting investigation. �urvev adiacenl structure establishing exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. Locate datum level used to establish benchmark elevations sufficiently distant so as not to be affected by movement resulting from excavation operations. rir xcavat Qn, resurvey benchmarks weekly. Maintain accurate log of surveyed elevations for comparison with original elevations. Promptly notify Architect if changes in eievations occur or if cracks, sags or other dama c is evident. Existing Utilities: Protect existing active utility services and sL.uctures from damage during shoring and bracing work. Repair or replace damages to satisfaction of utility owner. h aterials: Provide suitable shoring and bracing materials which will support loads imposed. Shoring: Protect site from caving and unacceptable soil movement. Where shoring is required, locate system to clear permanent construction and to permit forming and finishing of concrete surfaces. Provide shoring system adequately anchored and braced to resist earth and hydtosiatic pressures. Shoring systems retaining earth on which support or stability of existing. 'ructures is dependent must be left in place at completion o1' work. If wood is part of shoring system near existing structures, use pressure preservative treLted materials or remove before placement of backfill. Btds.it>Y: Locate bracing to clear columns, floor framing construction, and other permanent work. If nccessary to move a brace, install new bracing prior to removal of original brace. Do not place bracing where it will be cast into of included in permanent concrete work, except as utherwise acceptable to Architecl. fInstall internal bracing, if required, to prevent spreading or distortion to braced francs. Maintain bracing until structi.ral elements are rebraced by other bracing or until permanent construction is able to withstand lateral earth and hydrostatic pressures. ' Remove sheeting, shoring and bracing to stages to avoid disturbance to underlying soils and damage to structures, pavements, facilities,and utilities. 4 Repair or replace adjacent work damaged or displaced through installation or removal of shoring and bracing work. END OF SLV SECTION 02150 I WIM ARCIIITECTS, AIA _ 14,11 1492 --"- -^ - — - -PAc�E I 1W F;EY BANK S ,RVICkCENTER REMODEL 0220D Earthwork SIMD-� 1 WL--EARTIIW )Rk E1151111&-U1iW1Q: Locate by hand excavation and provide protection from damage. Cooperate with Owner and utility cornpartics for maintaining services. Do riot break utility connections without notifying Architc t/Enginecr a ni;.,inrtim of 48 hours in advance and providing acceptable temporary services, KSDair�_dan_�a���s to existing utilities as directed by utility company. Lxpl sIUS: Use of explosives is not permitted. Prot ti ,t,s Protect structures, utilities, sidewalks, pavements, and other facilities in areas of work. Barricade open excavations and provide warning lights. Comply with regulations of authorities having jurisdiction. Satisl'a.toiv coil m�lcrial;are defined as those complying with ASTM D 2487 soil classification groups GW, GP, GM, SM. SW and SP. g P U!]SiW (dLlc. saii mat vats arc defined as those complying with ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL., OH and PT. kCllLMatcria(: Naturally or artificially graded mixtu-e of natural or crushed gravel,crushed stone, or crushed slag frec of vegetation,debris,or other objectionable materials. U-aYALiU- Remove and dispose of material encountered to obtain required subgrade elevations, includire pavement,obstructions visible on ground surface, underground structures and utilities indicated h;he removed. 13Authori & 9YL•a• (removal of materials beyond indicated subgrade elevations)may be filled with Ican concrete,or corrected by extending indicated hottoni elevation of footing to the lower elevation, as acceptable to ArchitecVEngincer. SIQOWC excavated materials where directed,until required for backfill and fill. LUA' = for crntr• U=to elevations and dimensions shown,extending excavation a sufficient distance to permit placing and removal of other work and for inspection. Trim bottom to required lines and grades to provide solid base to receive concrete. ftExcpfor trcnchrS Mto depth indicated or required and to establish indicated flow lines or invert elevations. Maintain uniform width required for particular item to be installed, including width In provide ample working room, Provide 6" to 9" clearance on both sides of pipe or conduit. Outside building, excavate trenches for water hearing piping so top of piping is not less than Y-6" below finished grade. Cut eroun(i under Pavements ,o comply with cross-sections, elevations, and grades indicated. If unsatisfactc,ry soil maserjAb Archilect/Engineer. If conditions not a result of Conat tractorti negligence,n elevations, radditionalnue texcavatdioccted by measured as directed by Architect/Engineer and paid for in accordance with contract conditions relative to changes in work. n will be U kfc ill ander: Place and compact acceptable soil material in layers to required elevations. Use soil material free of clay,rock or gravel larger than 2" in any dimension,debris, vegetable matter, waste, and frozen materials. Use subbase materia! where indicated under piping or conduit: Oiape to fit bottom 900 of cylinder. Backfill excavalionc as promptly as work permits. PrsQarc erounrl s orf & to receive fill by removing vegetation, debris, unsatisfac,ory soil materials and obstruction. Scarify as requir-d so that fill material will txmd with existing surface. WU(: ARCHITECTS, AIA FEII 1991 PAGE I # # ►I!/ # # # # �! # 02200 Earthwork _ KEY BANK SERVICE CENTER REMODEL PJXS backfill nd fill materials in layers not more than 8" in loose depth, compac!ing each layer to required maximum den;ity. Do not place materials on surfaces that are muddy, frozen,or contain ice or frost. Com action: Compact each layer of backfill and fill soil materials and the top 12" of aubgrade for structures, slabs, steps and pavements to 90% maximum density for cohesive soils and 95%r, relative density for cohesionless soils. At lawns or unpaved areas, 85%n max. density for cohesive soils and 90%n relative density for cohesionless soils. Sprinkle water on surface of subgrade or layers of soil material where soil is too dry to permit compaction to required ..Lasity. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to required density. Pavement Subbac o r5 : Place subbase material in layers of indicated thickness,over subgrade surface to support walks and pavement. Place single layer for course 6" thick or less and equal layers for courses more than 6" thick. Compact each lift. Grading: Grade areas indicated, including adjacent transition areas, with uniform levels or slopes hetween finish elevations. Shape Furface of areas to within 0.10' above or below required subgrade elevation,comp,+cted as required. M.dWJl , ance: Repair and re-establish grades in settled, eroded, rutted, or otherwise damaged areas. In damaged compacted areas, scarify surface, re-shapc, and compact to required density prior to further consrruction. U.jspUsal: Remove excess excavated material,trash,debris, and waste material from the site. END OF SLV SECTION 02200 i' ►:t_ '__.__ — — FEB 1992 WD(; ARCHITECTS, AIA S i �e srs ew � a KEY RANK SFRVICF CENTER RFMODEL 02280 Termite Control l'f19N 02280-TERMITE CONTROL Provide soil 119d' =for termite control as herein specified. Prs2duct Data: Submit manufacturer's technical data and application instructions. In a__ ddiU to requirements of these specifications, comply with manufacturer's instructions and recommendations for work, including preparation of substrate and application. Engage a liceUcd nrofcssion.,l pest control operator, for application of soil treatment solution. s• only termiticidU- which bear a Federal registration number of the U.S. Environmental Protection Agency. RuirICl.IS2 - Do not apply soil treatment solution until excavating, filling and grading op-rations are completed,except as otherwise required in constnrcdon operations. To inst r penclratic,n,do not apply soil treatment to frozen or excess' cly wet soils or during inclement weather. Comply with handling and application instructions of soil toxicant manufacturer. E"r , written warranty certifying that applied soil termiticidc treatment will prevent infestation of subterranean termites and, that if subterranean termite activity is discovered during warranty period, Contractor will re-►real soil and repair or replace damage caused by termite, infestation. Provide warranty for a period of 5 years from date of treatment, signed by Applicator and Contractor. 5V!1J=W= Solution: Use emulsible concentrate termiticide for dilution with water, specially formu!ated to prevent termite infestation. Provide a working solution of ane of following chemical elements and concentrations C.`rl!jrAdU, 1.0% in water emulsion. ��rdanc and He to hl �r.(1.51/, Chlordane plus 0.257, Heptachlor in water emulsion. -Chlorop ry ifs("Dursban T("")• 1.(17 in water emulsion. Pcimiathrin ("Dragnet" "Torpedo 0.5°7 in water emulsion. Other solutions may be used as recommended by Applicator if acceptable to local governing authorities and to Architect. Use only soil treatment solutions which are not injurious to planting. Surface Preparation: Remove foreign matter which could decrease effectiveness of treatment on areas to be treated. Loosen,rake, and level soil to ire treated, except previously compacted areas under slabs and foundations. Toxicants may be applied before placement of compacted fill under slabs, if recommended by manufacturer. Rate I Apply soil treatment solution at rates recommended by soil termiticidc manufacturer. Post signs in areas of application warning workers that soil termiticide has been applied. Remove signs when areas are covered by other construction. Reapply soil termiticidc treatment solution to areas disturbed by subsequent excavation or other construction activities following application. F 'i0 OF SLV SECTION(228(1 N'UG ARCHITECTS, AIA FEB 1992 PAGE 1 KEY HANK SERVICE CENTER_REMODEL 02480 Lundscope Work TION 0248) APF WORK lt�t�l an iv nv Rcctu.il=rt is Placement of to pso il, establishment of fine finish grading, of landscape installation of landscape construction details,soil preparation,supply and installation of trees, shpdbs and groundcovers, tree staking and guying,mulching of planting bed areas. S, �bn�it nlatttine schcslsr_1c showing coordination of normal planting times with construction schedule for other(rcla+tied) work. Layout areas of planting and location of each major plant. for review by Architect prior to start of planting. plan, si c and Quality: Provide sizes of plants as shown or scheduled, conforming to ANSI 'Z60 I "American Standard for Nurscry Stock" for shape and q,jaiity. F�nt�i:h ballsd a"�i �urla Qd (B&B) trees and shrubs, except container grown plants may be furnished if indicated size is below limit established in ANSI Z60.1. FULUL"D1L11AL�.c;ver plants in removable containers or integral peat pots. W;trr:urty planfor a period of one year against death and unhealthy condition,except as may result from neglect by Owner, damage by others, and unusual phenomena beyond Installer's control. Replace at optimum planting time. I'rtwdUc fern irk of guaranteed analysis of mineral or formulated Products as specified. Comply with state fertilizer laws. Deliver to job in original unopened containers: Webfoot Organic Deluxe ION- 101) 5k. Planting tablets: Par Ex IBDU 17 gram,23-2-0 by Extech General Chemicals Corp. Provide Textural soil amendments (sludge compost) of digested sewage sludge and conifer sawdust compost as manufacture,(] by North American Soils,Inc.; trade name: "Garden Care' Provide mUlch material free from noxious weed seed and all foreign materials harmful to plant life: Fir and/or hemlock hark,course grind. F'rovid� r si n �ntrc�f as required by governing authorities and to stabalize planted area: lute bio- degradable netting with metal staple fastener. Provide on slopes of 2.5/1 and greater. provide weed uadiuli4n and control by herbicide application. Allow time for herbicides to achieve effective kill prior to cultivating. Provide ilpwA that is clean, fertile, friable, natural loam obtained from a local, well drained source. Topsoil on site meeting this specification may be used. Provide 6"layer in all planting areas. gMg1jjj,_ to depth of 4-6 inches in ground cover and planting beds using a 2" layer of textural soil amendment and 3 Ib/1O(K)sq.ft. fertilizer. Backfill all tree and shrub excavations with a mixture of 1/3 cubic yd of Textural soil amendment and 31b fertilizer for each cubic yd of soil. j'lanting Trees: Excavate hole to twice the diameter of the root ball. Loosen burlap at top of ball,stake or guy trees immediately. Trim broken or frayed roots. Place and compact backfill carefully. Place planting tablets per mfg. instructions evenly spaced around each plant when hole is 3/4 filled. Completely soak when hole is nearly filled,and fill to finish grade. rmc trees to remove damaged branches,improve natural shape,thin out structure and remove not more than 15%of branches. Do not prune back terminal leader. Wrap trunk from ground to first branch with tree wrapping tape. (;yy and stake Conifer trees 3 directions with galvanized wire,through flexible hose chafing guards, with wooden ..take anchors. Guy and stake Deciduous trees using"chain lock"system. See details on dwgs. WDC ARCHITECTS, AIA FFH 1992 PAGE 1 i i 02480 Landscape Work � KEY BANK SF:RVICF. CENTER REM013F:L �ltil'CII3nrnuc 1 flnrlcr•��111Or{C: Mulch all shrub planting beds with a 1-1/2" layer evenly applied to all visible areaswithin 2 days after planting. Lands ane MairtcnAnce; 1] bdl.WIain Iandsca work for a period of 60 days immediately following complete installation of each major category of work. Include watering, weeding, cultivating, restoration of grade, mowing and trimming grass, pruning trees Lind shrubs, protection from insects and diseases, "ertilizing and similar operations as needed to ensure normal growth and good hcalih for live plant material. END OF SLV SECTION 02480 I I u PACE 2 FE11 1992 Wtir: ARCHITECTS, AIA 1w M qu +� KEl 4ANK SERVICE CENTER REMODEL 02513 Asphalt Concrete Paving SECTION 02513 - ASP}TALT CONCRETE PAVING Weather LimitatiQM: Do not apply prime and tack coats when temperature is below 50 deg.F(10 deg.C) or when base is wet. Apply asphalt concrete paving (A.C.)only when temperature is above 40 deg.F(4 deg.C) and when base is dry. ALT: Use locally available materials and aggregate gradations, which exhibit a satisfactory record of previous installations, and as follows: L`�S .SSJ>1;3r��Q31111E; "Seal Cote"or approved equal. ffiLrtl-Lul,cut-back asphalt, AASFITO M 82 (ASTM D 2027); MC-30, MC-70,or MC-250. TAk=.emulsified asphalt, AASHTO M 140(ASTM D 977)or M 208(ASTM D 2397). Asphalt cement. AASHTO M 226 (ASTM D 338) for viscosity-graded material and AASHTO M20(ASTM D 946) for pc:net ration-graded materials. (Cless C) Mineral filler.AASHTO M 17(ASTM D 242). Surface Pre +ti : Remove loose material from compacted subbase before applying prime coal. Do not begin paving work until unsatisfactory subbase conditions have been corrected. Apply tack coat at the rate of 0.05 to 0.15 gal. per sq. yd. to in-place asphalt or concrete contact surfaces and other surfaces which will contact paving. Apply prime coat at the rate of 0.20 to 0.50 gal. per sq. yd. over compacted subgrade. havine: Place mixture at not less than 225 deg.F(107 deg.C), spread and strike off. Place each course to required grade,cross-section,and compacted thickness. Liovidc joints between old and new pavements and between successive days' work for continuous bond between adjoining work. Clean contact surfaces and apply tack coat. Ili : Begin rolling when mixture will bear roller weight without excessive displacement. Repair surface defects %vith hot material as rolling progresses. Cut out and patch defective areas and roll to blend with adjacent satisfactory paving. Continue rolling until maximum density attained and roller marks eliminated. PrQ=_yAvirtg from damage and vehicular traffic until mixture has cooled and attained its maximum degree of hardness. Paving Tolerances, In-place compacted A.C. paving will not be acceptable if exceeding the following tolerances: -Mckncss of base course, not more than 1/2",plus or minus. Thickness of surf ce court, not more than 1/4",plus or minus•. sur sts� llc�S?1L1> ,not more than 1/4" when measured with a 10'straightedge. WcarinQ cal- sc surface smoothwu,nc,r more than 3/16" when measured with a 10'straightedge. t raf f is-dr-d Une Markings: Specified in Se;tion 09900-Painting. END OF SLV SECTION 02513 WW; ARCHITECTS, AIA FFat 1992 PAGE 1 KF;t' RANK SF.RVICF CFNTF:R RF:MOUF:I. 1)2514 Portland Cement Concrete Paving F:sT10N PQRT'LAND�FF-AYINQ ►i alt of prntland rcment concrete paving is shown on drawings, including curbs,and walks. Prnared s d ba5c is specified in "Earthwork" section. mcrelc and related materials are specified in Division 3. Joint I.-III and sealers are specified in Division 7. Traffic ContnZ: Maintain access for vehicular and pedestrian traffic as required for other construction activities. EWM: Steel, wood,or other suitable material of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects. Use flexible spring steel forms or laminated boards to form radius bends as required. Coat forms with non-staining form release agent that will not discolor or deface surface of concrete. PldCd Wire Mesh: Welded plan cold-drawn steel wire fabric, ASTM A 1 85. � Furnish in flat sheets,not rolls,unless otherwise acceptable to Architect. Rcinforcing gars: Deformed steel bars,ASTM A 615,Grade 40. C)ncret� Materials: Comply with requirements of applicable Division-3 sections for concrete materials, admixtures,bonding Compl materials,curing materials,and others as required. Exoau=11 int Matcri": Comply with requirements of applicable Division-7 sections for preformed expansion joint fillers and scalers. �c art�,� I�Y.S�►1tI,� n, : ASTM C 309,Type 1,Class A. c'oncrt�lS -3 sections for Mix. Desi m a &L_Tgaing: Comply with requirements of applicable Division concrete mix design,sampling and testing,and quality control,and as herein specified Design mix to product normal-weight concrete consisting of portland cement,aggregate,water-reducing or high-range water-reducing admixture(super-plasticizer),air-entraining admixture and water to produce the following properties: nmrjivcStrer3&th_: 3()(x)p;i,minimum at 28 days,unless otherwise indicatee,. ma__o Ranee: 8" for concrete -oniaining HRWR admixture (super-plasticizer); 3" for other concrete. Air L=g. is 5%to 8%. 5ulface Prf rsp rd ation: Remove loose material Flom compacted subbase surface immediately before placing concrete. Forn_I C'onitr& QI]: Set forms to required grades and lines,rigidly braces and secured. Install sufficient quantity of forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. WUG ARCHI']'F.CTS, AIA FF:13 1992 PAr�F,t1 02514 Portiond Cement Concrete Paviny KEY BANK SERVICF. CENTER REMODEL i Check completed fom1work for grade and alignment to following tolerances: 1.. Tf,1R QffQrrns not more than 1/R" in 10', VerticaLS,�s��on longitudinal axis,not more than 1/4" in 10'. Clean forms after each use, and coat with form release agent as often as required to ensure separation from concrete without damage. gdRtbrcement: Locate, place and support reinforcement as specified in Division-3 sections, unless otherwise indicated. Conor•tie I'lacemcni: Comply with requirements of Division-3 sections for mixing and placing concrete, and as herein specified. Up,not place concrete until subbase and forms have been checked for line and grade. Moisten subbase if required to provide uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. Place concrete using methods which prevent segregation of mix. Consolidate concrete along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. Deposit and spread concrete in a continuous operation between transverse joints, as far as possible. If interrupted for more than 1/2-hour,place a construction joint. sUU: Automatic machine may be used for curb placement at Contractor's option. Machine placement must produce curbs to required cross-section, lines, grades, finish, and jointing as specified for formed concrete. If results arc not acceptable,remove and replace with formed concrete as specified. 1S1=,: Construct expansion,weakened-plane(contraction),and construction joints true-to-line with face perpendicular to surface of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated. Weakened-Plane(Con Lrac[ion)Joints: Provide weakened-plane(contraction)Joints,sectioning concrete into areas as shown on drawings. Construct weakened-plane joints for a depth equal to at least 1/4 concrete thickness,as follows: fooled JQWJ5: Form weakened-plane joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. Construction Joints: Place concrete joints at end of placements and at locations where placement operations are stopped for a eriod of more than 1/2-hour, except where such placements terminate at expansion joints. Construct joints as shown or, if not shown, use standard metal keyway-section forms. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins,manholes, inlets, structures,walks and other fixed objects,unless otherwise indicated. Locate expansion joints at 20'o.c. for each walk,unless otherwise indicated. Extend joint fillers full-width and depth of joint, and not less than 1/2" or more than 1" below finished surface where joint scaler is indicated. Furnish joint fillers in one-piece lengths for full width being placed,wherever possible. Where more than one length is required,lace or clip joint filler sections together. Fillers and Sealants: Comply with the requirements of applicable Division-7 sections for preparation of joints,materials,installation, and performance. PAGE 2 FEB 1992 WDG, ARCHITECTS, AIA KFV HANK SERVICE CFNTER REMODEL 02514 Portland Cement Concrete Paving Concrete Finishing: After striking-off and consolidating concrete, smooth surface by screeding and floating. Adjust floating to compact surface and produce uniform texture. After floating,ating, test surface for trueness with a 10'straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. Work edges of slabs, back top edge (if curb, and formed joints with an edging tool, and round to 1/2" radius,unless otherwise indicted. Eliminate tool marks on concrete surface. After completion of floating and troweling when excess moisture or surface sheen has disappeared, complete surface finishing, as follows: 11loom finish, by drawing a fine-hair broom across concrete surface, perpendicular to line of If,fftc. Repeat operation if required to provide a fine line texture. On inclined slab surfaces,provide a coarse, non-slip finish by scoring surface with a stiff-bristled broom,perpendicular to line of traffic. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean ends of joints and point-up any minor honeycombed areas. Remove and replace area.; or sections with major defects, as directed. Pruiect and cure finished concrete paving,complying with applicable requirements of Division-3 section.,;. Use curing and sealing compound or approved moist-curing methods. Rcl2a.ir or rgl2lace broken or defective concrete,as directed. Protect cuncretc from damage until acceptance of work. Exclude traffic from pavement I'm at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. Sweep concrete pavement and wash free of,tains,discolorations,dirt and other foreign material just p, ,or to final inspection. END OF SLV SECTION 02514 I 1 ( WOG ARCHITECTS, AIA FEB 1992 PAGE 3 I KEY BANK SERVICE c'FNTFR REMODEL 02666 Potuhle Vi'uter Systemti SEC UQNAVS�S�-L4T. ,E:w1�_LURIYSILM Plun�birte Code�5�[llpliancc; Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of potable water system materials and products. Water Purveyor Cut ipliancc: Comply with requirements of Purveyor supplying water to project,obtain required permits and inspections. 5_U2I11i11,3h: Submit manufacturer's technical product data and installation instructions for piping and products. Submit shop drawings lot potable water systems, and maintenance data. Submit record drawings at project closeout. Wentificatioll: Provide underground-type plastic line markers, manufacturer's standard permanent, bright-colored,continuous-printed plastic tape, intended for direct-burial service;not less than 6" wide x 4 mils thick. Provide blue tape with black printing reading "CAUTION WATER LINE BURIED BELOW". M,-,1nufa' r r' : Allen Systems,or Seton Name Plate. Install continuous line markers located directly over huried line at 6" to 8" below finished grade, during back-filling/top soiling operation. Nonmc : If nonmetallic piping is used for water service, provide engraved plastic laminate label permanently affixed to main electrical meter panel stating "THIS STRUCTURE HAS A NONMETALLIC WATER SERVICE". •,,,[' ,,„�{ [ t �5Provide pipes of one of the following materials, of weight/class indicated. ' Provide v wip.pe� vide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. i Cmc p.VgTube: ASTM B 88; Type K,soft-annealed temper,wrought-copper solder-joint fittings, I ANSI 816.22; soldered joints. Install in accordance with CDA "Copper Tube Handbook". PoJybutvlepc (PB1 P&: AWWA C902 for sizes 1!2" through 3 and ASTM D 2662 for sizes 1/2" through 6 SIDR 15, brass or bronze barbed insert fittings with 2 strap-type stainless steel clamps over pipe at each insert. Install in accordance with Shell Chemical Manual SC507. EWyS1ylenc (P 1 Pine: AWWA C901 for sizes 1/2" through 3", copper alloy or nylon barbed insert-type fittings with 2 strap-type stainless steel clamps over pipe at each insert. Install in accordance with manufacturer's installation instructions. Ikpth of Cover: Provide minimum cover over piping of 12" below average local frost depth.or 18"below fivirheri grade,whichever is greater. Water Mairi CmmWm: Verify necessity of new service and meter. If required,tap water main with size and in location as inelcated, in accordance with requirements of water Purveyor. Rcuse curb box and provide new valve and meter as indicated. Water Service Termination: Terminate potable water piping 5'-0" from building foundation in location and invert as indicated. Provide temporary pipe plug for piping extension into building, by work of Division 15. Qate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze-mounted, double disc, parallel non-rising stem. WDG ARCHITECTS, AIA FEB 1992 PAGP; 1 I i 'wr +er >• w 'w � +w � +w s 02666 Potable water Systems KF.Y BANk SERVICF. CENTFht REMODEL ly rl 1f 5: Clow; Dresser, Fairbanks; Kennedy Valve; Stockham Valves and Fittings, or Waterous. Install as indicated with stems pointing up. Provide valve box over underground valves. f lyValves: Provide as indicated, butterfly valves. AWWA C504, 150 psi working pressure. ` Provide iron body,bronze disc,stainless steel stem,and metal-reinforced EPDM seat. MaUufact ru er'_s: Demco; ITTGrinnell Valve;or Keystone Valve. Install as indicated with stems pointing up. Provide valve box over underground valves. a Check Valves: Provide as indicated, swing check valves, AWWA 0508, 150 psi working pressure. Provide iron body,cast-iron disc,bolted cap. MQylacturer s: Clow; Dresser; Fairbanks; Kennedy Valve; Stockham Valves and Fittings; or Waterous. Aj).r�horagcs: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and hydrants. After installation., apply full coat of asphalt or other acceptable corrosion-retarding material to surfaces of ferrous anchorages. Clamps.Stra1ZWtlts_U: Steel, ASTM A 506. Rldh: Steel, ASTM A 575. Rod Couolines: Malleable-iron, ASTM A 197. Dab: Steel, ASTM A 307. W.;A.ius: Gray cast-iron, ASTM A 126 Ttlrust Blocks: Concrete,2,5(10 psi. F%uinu Tests; Conduct piping tests before joints are covered, and after thrust blocks have sufficiently hardened. Fill pipeline 24-firs prior to testing, and appl} test pressure to stabilize system. Use only potable water. ydrosta Tests.: Test at not less 10han 1-1/2 times working pressure for ? firs. Test fails if leakage exceeds 2-qts per hour per 100 ga:;kets or joints, irrespective of pipe diameter. Increase pressure in 50 psi increments and inspect each joint between increments. Hold at test pressure for one hour, decrease to O psi. Slowly increase again to test pressure and hold for one more hour. Disinfec i nfo PyUb-19 Wat r t r 1: Flush pipe system with clean potable water until no dirty water appears at point of cutlet. Fill system with water-chlorine solution containing a(least 50 ppm of chlorine. Valve off system and let stand for 24-hrs minimum. Flush with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacweriological examination. END OF SLV SECTION 02666 a PAGF 2 I'1?R 1992---~Y '•�'U(: AR('HI I E( Tti, AIA r KFV RANK SERVICF. CENTER REMODF;L 02710 Foundation Drainage i ' SECTION 02710-FOUNDATION DRAINAGE i Extent of foundation drainage system work is shown on drawings. Certification: Submit Certification signed by Contractor and foundation drainage system Installer that installed materials conform to specified requirements and system was successfully checked and tested prior to covering with filtering and drainage fill. Drainage Pine a-nd Fittings: Furnish drainage pine complete with bends,reducers,adapters,couplings,collars,and joint materials. Polyvinyl CUoride Pipe: ASTM D 2729, Wfm­1gA.PoJyvinyl Chloride Pipe: ASTM D 2729. Scnl M�ls•�.�: till Impm ious Dill: Clayey gravel and sand mixture capable of compacting to a dense composite. ' r in• & Dill: Evenly graded mixture of natural or crush,d gravel or crushed stone, and natural sand with IM pert mt passing a 1/2" sieve and 0-5 percent passing a No. 50 sieve. Filtering;Macrial: Evenly graded mixture of natural or crushed gravel or crushed stone,and natural sand with 100 percent passing a 1-1/2" sieve and 0-5 percent passing a No. 50 sieve. 11z�a11a1Q: pervious Fill at FooWujy.�i: After concrete footings have been cured and forms removed, place impervious fill material on subgrade adjacent to bottom of footing. Place and compact impervious fill to dimensions indicated or, if not indicated,not less than 6" deep and 12" wide. Filterin =jAJ: Place supporting layer of filtering material over compacted subgrade where drainage pipe is to he laid to depth indicated or, if not indicated,to a compacted depth of not less than 4". Laing-LAID PiM: Lay drain pipe solidly bedded in filtering material. Provide full bearing for each pipe section throughout its length,to true grades and alignment, and continuous slope in direction of flow. ,v perforated pi" with perforations down and joints tightly closed in accordance with pipe manufacturers recommendations. Provide collars and couplings as required. Testier Drain Lines: Test or check lines before backfilling to assure free flow. Remove obstructions, replace darnaged components,a,,d retest system until satisfactory. After testing drain lines,place additional filtering material to a 4" depth around sides and top of drains. Drainage Fill: Place drainage fill over drain lines after satisfactory testing and covering of drain lines with filtering material. Completely cover drain lines to a width of a, least 6"on each side and above top of pipe I to within 12" of finish grade. Place fill material in layers not exceeding 3' in loose depth and compact each layer placed. L-d to GI;k: Apply impervious fill material over compacted drainage fill at fooling drains, placing material in layers not exceeding 6" in loose depth and thoroughly compacting each layer. Carry impervious fill to indicated finish elevations and slope away from building perimeter. END OF SLV SECTION 02710 WD(: AR('HITFCTS, AIA _ FFH 1992 11Ar71•: I 2 02720 Storm Sewage Systems KEY HANK S_F.RVICF, CENTER REMODEL �— SECTION 02720 ST RM SEWAJ�YULMN i p��jpy Code Compl:anc.c: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system materials and products. ,,yirorunental Com 1p iartcS: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systerns. SUbMiU&, : Submit manufacturer's technical product data and installation instructions for piping and products. Submit shop drawings for storm sewage systems, ant, maintenance data. Submit record drawings at project closeout. Identification: Provide underground-type plastic line markers, manufacturer's standard permanent, bright-colored,continuous-printed plastic tape,intended for direct-burial service; not less than 6" wide x 4 mils thick. Provide green tape with black printing reading "CAUTION SEWER LINE BURIED BELOW". jy�nufacturer: Allen Systems; Emcd:or Seton Name Plate. I_nsl is��ntinur <line markM, , located directly over buried line at 6" to R" below finished grade, during back-fiIling/top soiling operation. 1'ines� ►n_L"d_Piocittines. Provide pipes of one of the following, materials, of wcightJclass indicated. Provide pipe fillings and accessories of same material and weight/class as pipes, with joining method as indicated. Corrug;ll��_PolvethvlcniuE ASTM F405, ASTM F667, AASHTO M252. CAst lion it ire: ASTM A 74,hub and spigot ends, service weight unless otherwise indicated; cast-iron hub and spigot fittings fittings complying with ASTM A 74; Iea3/oakum calked joints,or compression joints with rubber gaskets complying with ASTM C 564. Install in accordance with applicable provisions of CISPI "Cast-Iron Soil Pipe & Fittings Handbook". R je nlcrtcri C`rncret Pim: ASTM C 76,Class II unless otherwise indicated; reinforced concrete Fittings, same strength as adjoining pipe. tongue-anti-groove gasketed joints complying with ASTM C 443. Install in accordance with ACPA "Concrete Pipe installation Manual". _llcretc Pioc: ASTM C 14, Class 2 nonreinforced concrete pipe unless otherwise indicated; concrete Fittings, same strength as adjoining pipe,tongue-and-groove gasketed joints complying with ASTM C 443. Install in accordance with ACPA "Concrete Pipe Installation Manual." C nncr �ubc: ASTM B 306, hard temper, Type DW V, cast-copper alloy solder-joint drainage fittings, Type DWV, ANSI 1316.23; or wrought-copper and wrought-copper alloy solder-joint drainage fittings, ANSI 1316.29; solder jon;ts. Install in accordance with applicable provisions of CDA "Copper Tube Handbook". Acrylonitrile-Butadiene-Std rcne (ABS) Steer Pinc.: ASTM D 2751, SDR 35 for 3",4" and 6 and SDR 42 for S", 10" and 12'; ABS fittings, ASTM D 2751, solvent cement joints complying with ASTM D 2235; or clastomcric joints complying with ASTM D 3212 using gaskets complying with ASTM F 477. Insiall in accordance with manufacturer's installation recommendations. t�'I)(; AR('IIITF,CTS, AIA FF;11 1992 PAGE �►sr .�w w �w vt wt � � 02720 Storm Sewage S}rtems KEY HANK SERVICE CENTER R� F"01)F1= i 1 'hlor icy_ (PVS�_kwgLp1": ASTM D 3033; Type PSP, SDR or ASTM D 3034, Ty►pc PSM, SDR 35; PVC fittings, ASTM D 3033 or D 3034; so► nt cement joints complying with ASTM ith ASTMD using212 using cla tome complying seal complying with ASTM F 477.STM D 2564; or merle joints complying Install in accordance with manufacturer's installation recommendations. ASTM F 679,wall thickness T i; PVC fittings.ASTM F 679, elastomcnc points complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. Install in accordance with manufacturer's installation recommendations. Mall j2ip11 in accordance with governing authorities having jurisdiction,except where more stringent requirement;are indicated. 1�•„�e;;t oioine before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. Lay--Pi” beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. place bell end,or groove ends of piping facing upstream. Install flas�1 in accordance with manufacturer's recommendations for use of lubricants, cements,mid other special installation requirements. n interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large,accessible piping,brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush lines between manholes if required to remove collected debris. jQiW between different types of pipe with standard manufactured adapters and fittings intended for that purpose. lo« ���cn ends of abandoned utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro-static or earth pressure which may result after ends of abandoned utilities have been closed. Close open ends of concrete or masonry utilities with not less than g- thick brick masomry bulkheads. Close open ends of piping with threaded metal caps, plastic plugs, or other acceptable methods suitable for sire and type materials being closed. Wood plugs are not acceptable. Provide cicanouts as indicated and every 100 feet. huect oioine to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes,or manhole locations,have been installed and approximately 2.-ft of backfill is in place,and again at completion of project. If inspection indicates pool alignment,debris,displaced pipe,infiltration,or other defects, correct such defects,and reinspect. recast Drvwclls: Provide precast reinforced concrete drywclls as indicated, constructed of p perforated concrete.rings.with 6" minimum thickness solid concrete floor 12" larger in diameter than concrete rings,and lift-off type concrete cover with cast in lift rings, PAGE 2 FF:11 1992 wDG ARCNITFCTS, AIA � wtr nor � � w '■tr +f s KEY r ANK SERVICE CENTER REMODEL 02720 titurm Sewaste Systems JU�jA, as indicated,set on undisturbed native soil. FIU: Pack around drywell with I" to 2" size of crushed rock or gravel,to minimum of 12" ocyond drywell perimeter,and full depth of drywell. wench Drain System: Provide trench drain system as indicated, with modular channels constructed of polymer concrete and gratings constructed of cast-iron. ClanjjdS: Provide interlocking precast modular units .ilt-in slope in cacti section of 0.6%, and radiused inside bottom surface. Grates: Cast-iron, heavy-duty, designed to set on channel top without rocking or rattling. &cessor : Provide catch basins, channel caps, and other accessories of same material as channels, and as indicated. Mar�facturcrs: ACU Polymer Producm or PoiyDrain. J,nstall as indicated -.:jd in accordance with manufacturer's installation instructions. Embed channels in minimum of 4" depth of concrete around bottom and sides. TayuinCS ktjR,: Make connections to existing piping and underground structures,so that finished work will conform as nearly as practicable to reyuiremenls specified for new work. Branch connections made horn side into existing 4" to 21" piping shall have wye sprung into existing line, and entire wyc encased with not less than 6" of 3,000 psi 28-day compressive strength concrete. For branch c-,nnections flow side into existing 24" or larger piping,or to underground structures, cut opening into unit sufficiently large to allow 3" of concrete to be packed around entering connection. Cut ends of connection passing through pipe or structure wall to conform to shape of and be flush with inside wall, unless otherwise indicated. On outside of pipe or structure wall, encase entering connection in 6" of concrete for minimum ler,0tn of 12" to provide additional support or collar from connection to undisturbed ground. Provide concrete which will attain minimum 28-day compressive strength of 3,000 psi, unless otherwise indicated. t Ise epoxy bonding compound as interface between new and existing concrete and piping materials. Take care while making tap connections to prevent concrete or debris from entering existing piping or structure. Remove. debris, concrete, or other extraneous material which may accumulate. @A.ckfillijg: Conduct backfill operations of open-cut trenche, closely following laying, jointing, and Nulding of pipe,and after initial inspection and testing are completed. To minimize local area traffic interruptions, allow no more than l(X)' between pipe laying, and point of complete backfilling. JC,,,Lijjg: Perform testing of completed piping in accordance with local authorities having jurisdiction. END OF SLV SECTION 02720 �VDG RCNITF.C'I S. AIA -- FED 1992 PA(:I 3 T A KEY BANK SERVI('8 CENTER REMODEL 02810 1!nder round Irrl atlon S stem SLM0 n2 - U -LR 7 t Qrnnofw- _Furnish design services and plans, labor, material, equipment and services for installation n tation of ndivatet ne with requirements of this ► and state codes aneqpmtmufacturer's recomendation,. include the repair andmodificaon all in of existing irrigation system. fit[it wi iD&is specified in Division 16 Electrical work. �' 1uct mita: Submit manufacturer's technical data and installation instructions. nrd submit lrigation design plan, sleeving plan and static water �:i n Data: Within 14 days of awar 1 pressure results. Q.WU 1l1S.�.: Guarantee the irrigation tion system Make a parrequthcreof red corrcetion.�dhow expense to owneror n�anship ains for one year-from the date oacceptance. MwlufaLjurcr: Subject to compliance with requirements,provide products of one of the following: Hunter Rain Bird Sprinkler Mfg. Corp. The TORO Co., Irrigation Div. Pressu•c Pir?c: Comply with fallowing: pVC II sti�n.iL_ ASTM D 2241 and D 1'184. Class 200200Pioc (oQA.t]r;aa' fro,,circuit valves): Comply with following: DID , ASTM D 1184,Class 200. fFi i �s: Comply with following: LU PV ' plaitj"j s, .ASTM D 2466 socket fittings, schedul_ 40 with ASTM D 2504 solvent cerncnt. Vao: Manufacturer's standard,of lype and size indicated,and as follows: •in UjW PE Series,'Toro 252 Series,24 volt Electric valvc. MwIgal DF- in lY_Q Jlobc valves,Brass conr,,ructiun fitted for key operation. Fumish 2 valve keys, Meet long with tee.handles and key end to fit valves. I 1-A�_LnQw Prcventer: Manufacturer's standard,to suit sprinkler System. LQ► r ntr( Iter Rain Bird model ISC wall mounted controller with lock and 2 keys or Toto equivalent. Number cit circuits determined by pia►Ming types and planter layout. Replace ex►s�ing if required. ndard unit designed to provide uniform coverage over entire arca. ribeads: Manufacturer's sta pot, uo Snray; 6"pop up: Rain Bird 1800 Series or Toro 570 Series, Plastic body and nozzle. Ps►u to R�tarv2r�X: Gear drive, full circle and adjustable-pail circle type. Hunter '6' tytx yI, v Qx: "Ametek"Plastic Boxes w/extensions and locking cover. Drpin�Backf IL Cleaned gravel or crushed done, graded from 3" maximum to 3/4" minimum �1'UG AR(HIT'r,('"I S, AIA F'F:B 1 192 IM IN ' +s s wt •er .w 02810 Underground Irrigation System KEY BANK SERVICE CENTER REMODEL Y'tem 1 i p: By qualified irrigation system designer with min 5 yrs experience. Meet all local and state codes and regulations. Indicate system layout and location of all zones, piping size and layout, fittings and equipment and locations and size: of sleeving. Indicate connection to existing irrigation system. Provide Drawings at same scale as Landscape Plan. Design Pressure : Obtain from local jurisdiction and install p,essure regulating equipment as necessary. LQ:ation o__ f Head Design locations for optimum coverage utilizing rnfgrs standard heads. ,Minimum Water nv l=: S?lher pliWjj ,aMQ. 85%. Irene tlllk.A►.ts a� hlil "t Genoa,: Excavate straight and true with bottom uniformly slnnr-+ ow points. Protect existing plantings. Pemove and replant as necessary to complete installation. Rcp,ace damaged plants with flew to match existiog'. J "I I UWh: Excavate trenches to a depth of 3" below invert of pipe,unless otherwise indicated, Ir mule Cover. Provide the following minimum cover over tap of installed piping. PV ' i hig. 12"min and 24"max. f3ackfL backfill with clean material from excavation. Remove organic material as well as rocks and debris larger than 1"diameter. Place acceptable backfill maierial in 6"lifts,compacting each lilt. fja�kfill trench to within 6" of finished grade. Continue fill with acceptable topsoil and compact !o existing grade. InSla_ II IceVinx under all areas io he paved. Size tier pipe and control valve wiring. Y vcn ent : Where existing pavements must be cut to install irrigation system. :ui smoothly to straight lines 6" wider than trench. Excav,atc trench to required depth and width. i^ _R n we cut out pav^mcnt and excavated material f'rorn the site. !SLY_'Ikw_W,jack piping under paving material if possible. Ball with dry sand fill material, placing in 6 inch lifts. Backfill Repair or replace pavement cuts with equivalent materials and finishes. Ins •ll• ' _la au_Qn: n r•L Unless otherwise indicated,comply with requirements of the Uniform Plumbing Code. CUM:4119n 1SLM.W11: Connect to existing in igation piping or new point of connection. M-gi=ia unintemtpled water service to building during normal working hours. Arrange for temporary water s;tul-off with Archiier.t/Engincer. B.,i4kflow P_MY=Lr: Provide union on downstream side. Install per code . Use existing if adequate. t 'ir i ualvo: Install in valve lxtx,arranged for easy adjustment and removal. See Dwgs. i in : Lay pipe on solid Subbase, uniformly sloped without humps or depressions. IIAGF: 2 F ,II 1992 tt•UG ARCHITECTS, AIA KF,V BANK SF,RVICF CENTER REMODEL 02810 Underground Irrigation System For circuit ninirte,slope to drain valve at least 1/2" in 10'of run. At wal penetrationc,pack the opening around pipe with non-shrink grout. At exterior face, leave a perimeter slot approximately 1/2" wide by 3/4" deep. rill this slot with backer rod and an acceptable elastomeric sealant. Repair below grade waterproofing disturbed by this work and make penetration watertight. Drain Pocke s: Excavate to sizes indicated. Backfill with ac—:eptable drain material to 12." below grade. Cover drain material with a sheet of 30-Ib. asphait sai rated felt and backfill remainder with excavated material. See Dwgs. Restore plantings disturbed by this work. S rinkle(_Hult: Flush circuit lines with full head of water and install heads after hydrostatic test is compHcd. Install 1dwn heads at manufacturer's recommended freights. ID9&shrubbery head at heights indicated. Locate pal circle heads to maintain a minimum distance ol'4" from walls and 2" from other boundries,unless otherwise indicated. Uifk1Li.LPJV19!tion: Use dielectric fittings at connection where pipes of dissimilar metal are joined. MdLSl _TSI: Test water piping and valves, before backfilling trenches, to a hydrostatic pressure of not less than 100 psi. Piping may be tested in sections to expedite work. Remove and repair piping, connections,valves which do not pass hydrostatic testing. r T ,W": Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinkler heads adjusted to final position. Demonstrate that system meets coverage requirements. Coverage requirements are based on operation of one circuit at a time. END OF SLV SECTION 02810 WD(; ARCHITECT s, AIA FEB 1992 PAGF. 3 KEY DANK SERVICE: CENTER REMODEL 03310 Concrete SECTION 03310- CONCRL-TL Codes and Standard: ACI 301 "Specifications for Structural Concrete Buildings"; ACI 318, "Building Code Requirements for Pcinforccd Concrete"; comply with applicable provisions except as otherwise indicated. Concrete Testing Scrvjs&: Employ acceptable testing laboratory to perform materials evaluation,testing and design of concrete mixes. QADu will employ separate testing laboratory to evahv::te concrete delivered to and placed at site. Certilicates, signed by concrete producer and Contractor, may be submitted in lieu of material testing when acceptable to Architect. Qwlity Control: Owner's testing laboratory will perform sampling and testing during concrete placement, which may include the following, as directed by Architect. This testing does not relieve Contractor of responsibility of providing concrete in compliance with specifications. Contractor may perform additional testing as necessary,at no expense to Owner,to ensure quality of concrete. Samples;: ASTM C 172. Slum.: ASTh• C 143,one test for each load at point of discharge. Air Content: ASTM C 173,one for each set of compressive strength specimens. Compressive Stre W4: ASTM C 39, UBC 2604 (h): one set for each 50 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days,one specimen tested at 28 days, and one retained for later testing if required. Fest results will be reported in writing to Architect, Contractor and concrete producer within 24 hours after tests are made. Manufacturer's Data: S:.bmit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories,admixtures,joint materials, hardeners,curing materials and others as requested by Architect. Laboratory ReoorU: Submit 2 copies of laboratory test or evaluation reporis for concrete materials and mix designs. Mix Proportions andand Design: Proportion mixes complying with mix design procedures specified in ACI 301, and as follows: L)i relc Flooi Tg12ping: 5-1/2 sack mix,min. compressive strength: 35(h)psi. 5=uural Con•r• • 5 sack mix,min,compressive strength: 3000 psi. 511tmR_ 2"-4" deviating from design slump+1/2"to-1". Water-Cement Ratio: Max. 6 US gal/bag cement for non-air entrained colicrc:e,mid 5-3/4 US gal/bag for air-entrained concrete. (extrrinr nnvine. if required) &bmit written rcnort to Architect for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to Architect. Mix designs may be adjusted whim material characteristics,job conditions,weather,test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Architect. Use air-entraining admixture in all concrete,providing not less than 4 percent nor more than 6 percent entrained air for concrete exposed to freezing and thawing WDG ARCHITECTS, ATA FEB 1992 PAGE 1 KFY BANK SFRVICF CENTER REMODEL 03310 Concrete �m•tct�Mdl�ltsl�• portlatisiS:s�]]cnl: ASTM C 150,Type as required- Fly 5b: ASTM C 618,Type C or F. l.WA use of fly ash in concrete mix design to not exceed 25 percent of cement content by weight. A ceatcs; ASTM C 33,except local aggregates of proven durability may be.used when acceptable to Architect. Walcr• Drinkable. Atr En air►' r�ixlrtt_4: ASTM C 260. Only use alg RC`1In� A� fmixturc: ASTM C 494; type as requited to suit project conditions. W admixtures which have been tested and accepted in mix designs,unless otherwise acceptable. Rclatcd Mated als: ils thick polyethylene-, p(�lyethylene-coated barrier paper; 1/8" thick asphalt �41�15dI:S�.��-(: Clear 8-m core membrane sncet. MitteC_'�mtnound: ASTM C ' '9,Type 1• ,irat Fillers: Sec Division-7. f=orm M tcri• s: rv II1Ln]itiSl!�1-1 with sufficient stability to withstand pressure of placed concrete without bow or deaection. crrl C`nncrMr $ fir_aces: Suitable material to suit project conditions. ReinForcittl:]l;t! ri I p-tld Rcinfurcitnl, Bars: ASTM A 615 Grade 60 unless otherwise indicated. WcW Wirc�: ASTM A 185. rn�U_Wd Placine_(:0I =: minut xi Use drum pmitxinit tnmcttat least mixer, 15 ,sed. conds forless each additional cu. yd. or fractone cu.i(n or smaller capacity. Increaseg thereof. Rs�s1Y=Mix�S2ncrctc: ASTM C 94. members and structures are of correct size, shape, alignment, Formws2lk_ Construct so that concrete elevation and position. Provide �oeni � in formwork to accommodate work of other trades. Accurately place and securely support items hwll into forms. Ivan Artd adi�s_t forms prior to concrete placernem. Apply form release agents or wet forms, as required. Retighten forms during concrete placement if required to r_hminwe mortar Icaks. ainst ate ort !ci arc cement, ,run ers,bolsters, spaccersrt and rand Changers as reent quired. Setawi a ties so ends are directed with meta. e,not into concrete,not toward exposed concrete surfaces. Tack welding of reinforcement isnot permitted, PAGE. 2 FEH 1992 WD(: ARCIlITECTS, AIA qW KEY HANK SERVICE: CENTER REMODEL, 03310310 LncrCte 1pgy11 welded wire fabric in as long lengths as practicable,lapping at least one mesh. red. Locate struction joints Provide construction, isolation, anof ntrol sttructure, Place isolatiooints as indicated or n and cc ntrol joints in labs- joints so as to not impair strength and appearance on-ground to stabilize differential settlement and random cracking. Set and build cevices eother bedded items required for otherwkthat isattahed toorsuppor d by castinplae concrete. Use setting d agrams templates and instructions provided by others for locating and setting. r �p�rrte Pl cam: Comply with ACi,placing concrete in a continuous operation within planned joints ■ er sections. Do not begin placement until work of other trades affecting concrete is completed, moons slid to pla:ed concrete using mechanical vibrating equipment with hand rodding and ;arrrpin8. so 0,3t concretr_ is worked around reinforcement and other embedded items and into forms. 11=.clS9_UIG1� from physical damage or reduced strength due to weather extremes during mixing, placement and cunng. "�I�Lwgathcr comply with ACI 306. In but wcadj comply with ACI 305. utluetsfidiU5 c'1-tr view Su acCS; Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove tins and projections,patch defective areas with cement grout, and rub snl(111. -view or are to Slab 7�Ww I�h Apply trowel finish tothen nolithic thin filmslab sur'coating. ces that arc Consolidate xoncrcicrsurfaces by finish covered with resilient flcx�nng, paint or of troweling, free of trowel marks,uniform in texture and appearancz. CvLj= Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for riot Icss than 72 hours. Continue curing by use of moisture- retaining cover or membrane-forming curing compound. Cure formed surfaces by moist curing until forms arc removed. Provide protections as required to prevent damage to exposed concrete surfaces. END OF SLV SECTION 03310 1 — 3 FF:It 1991 J J PACE VD AR('HITECTS, AIA L. KEY HANK SERVICE CENTER REMODEL 05120 Structural Steel SECTION01120 -STRUCTURAL.SILL-1 Codes and Std: AISC "Code of Standard Practice for Stec] Bt ildings and Bridges"; AISC "Spec ificat;ons for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary"; AWS "Structural Wclding Code - Steel"; comply with applicable provisions except as otherwise indicated. Stop Drawings: Show complete details and schedules (if required) for fabrication, assembly and erection. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. Sicc. I Plates.Shy Bars: ASTM A 36. _Cold-Fonncd Stcel Tubin : ASTM A 5M,Grade B. E;s=ra: High-strength bolts and nuts, ASTM A 325 or A 490; unfinished bolls and nuts, ASTM A 307, Grade A. WrlWL E60XX or E70XX electrodes. 5nop Pain : FS TT-P-96,Type ll; or, SSPC-Paint 2. i-abric;aion: Comply with AISC "Specifications" and final shop drawings. Mark and match-rnark units for ficid asscmbly. .CowD.uim: As shown on final shop drawings. Use high-strength bolts for field connections, except as othcrwia indicated. Comply wish AWS Code for procedures,appearance,and quality of welds. Provisiotir for Other Work: Fabricate smictural steel members to provide holes for securing other work and for passage of other work through steel framing as indicated. Shop Painting: Paint structural steel work, except members or portions of members embedded in concrete or mortar,and contact arcus to be welded or riveted. Clean steel free of loose mill scale,rust,oil and grease. Apply prime paint to provide a minimum dr, film thickness of 2,0 mils. Erection: Comply with AISC Code and Specifications, and maintain work in safe and stable condition during erection. Provide temporary bracing and shoring as required; remove when final connections placed. Set base plates on cleaned bearing surfaces, using wedges or other adjustments as rc;quired. Solidly pack open spaces with bedding mortar, consisting of 1 part portland cement tc, 3 parts sand and only enough water for packing and hydration, or use commercial non-shrink grout material at Erector's option. Splice members only where shown on final shop drawings. Touch-up prime paint after erection. Clean field welds,bolted connections and abraded areas, and apply same type paint as u;cd in shop. IEND OF SLV SECTION 05120 I WDG ARCHITECTS, ALA FEB 1992 PAGF, 1 1 KFV BANK SF RVICE CENTER REMODEL 05500 Metal Fabrications SECTION QSSQO_ METAL FABSICATIONS General: Structural Performance: Provide the following assemblies capable of withstanding loadings indicated- t andrails and Toorailc: Concentrated load of 200 Ibf applied at any point in any direction and a uniform load of 50 Ibf per lin. ft. applied simultaneously in both vertical and horizontal directions. Guard : Intermediate rails, balusters and panel fillers: uniform load of 25 lbf per sq. ft. of gross area of guard, including open areas. 5_&u.iud];: In addition to product data,submit the following: Shop showing details of fabri:ation, assembly and installation. Samples of materials and finished products as may be requested by Architect. Mil bals/Fabrications: S n [ifl: For work exposed to view use materials selected for their smoothness and freedom from surface blemishes Stl_ccPl 5I_►a .s. Bars: ASTM A 36. Steel Pips: ASTM A 53,type and grade as required for design loading(if applicable),black finish unless galvanizing indicated: standard weight (Schedule 40) unless otherwise indicated. Cuu._.te Inserts: Threaded or wedge type; galvanized ferrous castings, either galvanized ferrous castings,malleable iron,cast steel;with steel bolts,washers and shims;hot-dip galvanized. Metallic lVon Shrink ,rc CE CRD-0588,Type M. Nin Shrink Non Metallic Groli{: CE CRD-C621, non-staining, non-corrosive, non-gaseous; recommended by rnfr. for types of applications indicated. EdS:cneui: Provide bolts, nuts, lag bolts, machine screws, wood screws, toggle bolts, masonry anchorage devices, lock washers as required for application indicated and complying with applicable Federal standards. Hot-dip galvanize fasteners for exterior applications to comply with ASTM A 153. 5_hoo Pa! it Apply shop primer to surface or metal fabrications sxcept those embedded in concrete or galvanized: comply with SSPC-PA 1 and requirements indicated below: 5he)o Prier: Fabricator's standard, fast-curing, lead-free, "universal" primer complying with performance requitemcnts of FS TI'-P-645. Galvanizing: ASTM A 386 for assembled products; ASTM A 123 for rolled, pressed and forged steel shapes,plates,bars and strip 1/8" and thicker, galvanizive repair paint: MIL-P-21035 or SSPC-Paint-20. Galvanize all exterior fabrications. Fabrication General: Use materials of size and thickness shown, or, if not shown, of required size, gt&ade and thickness to produce strength and durability in finished product. Shop-paint all items not specified to be galvanized after fabrication. Wcld corners and seams continuously,grind exposed welds smooth and flush, Form exposed connections with hairline, flush joints; use concealed fasteners where possible. Smstr.L Hard Aare: Fumish custom-fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. Galvanize,unless otherwise indicated. WDC ARCHITECTS, AIA FEB 1992 PA(:F t 05500 Metal Fabrkatlons KFY lIANK SF;RVIc'F CENTER REMODF,L LQQb BsM' U Platy: Provide for steel items bearing on mason or concrete as receive anchor bolts. masonry shown. Drill plates to Miccell'nenuc Framinsr nd Sun st-uctural steel framework. Fabricate=: Provide as ofof welded constructionato in as large u Complete work and not included with required to receive hardware and similar items. Include required anchors for building l inttorotherl works spaced not more than 24"O.C. bliccellaneouc t I Trim; Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. Shelf nYIQ,,,. Fabricate to sizes indicated for attachment to support framing. Provide slotted holes to receive anchor bolts,spaced not more than 6" from ends and 24"ox, Furnish wedge-type concrete inserts (WCI)complete with fasteners for securing, shelf angles to cast-in-place concrete. Galvanize shelf angles to he installed on exterior concrete. Steel Pure RailiU& Fabricate to dimensions shown, with smooth bends and weldedjoints using 1 1/2 steel pipe•unless otherwise indicated. Secure posts and rail ends to building construction n indicated. Galvanize exterior steel railings, including pipe, flitings, brackets, fasteners and other ferrous metal components. I(Walldl.Lt2a: Perform cutting,drilling and fitting required fir installation; set work accurately in l )cation, !� alignment and elevation, measured from cstahlished lines and levels. Provide anchorage devices and fasteners where necessary for installation to other work. Set loose items on cleaned hearing surfaces, using wedges or other adjustments as required, Solidly pack open spaces with bedding mortar, consisting of 1 part portland cement to 3-parts sand and only enough water for packing and hydration, or use commercial non-shrink grout rn„tcrial. � :LQUdLuR 1S?R2aittl after installation. Clean field welds, bolteJ connections and abr lde� areas, and apply same type paint as used in shop. U,r galvanizing repair paint on damaged galvanized surface,,. + END OF SI-V SECTION 055W l PA(:1? 2 T 1992 11'11(. AR('HI'fl•:('Ts, SIA KEY HANK SFRVICE CENTER REMODEL 06100 Rough Carpentry SECTION 061 X) -ROUQHSARP-LNN RY General: Sill2mittils: Submit the li0110wing: Producdata for utOcrlayrnent Material dimension lumber indic•--rted for compliance with selected minimum design values. Wood treatment data including treatment plant's certification of compliance with indicated requirements. p(Qd ucts: J„umb,cr. General: Manufacture lumber, S4S and gradestampcd, to comply with PS 20 and applicable grading rules of inspection ag=ies certified by ALSC's Board of Review. PJov_ ids k It_l_L-driedlumber: 15�1, moisture content. For exposed lumber, apply grade stamps to ends of back of each piece or omit grade stamps entirely and issue certificate of grade compliance. Dinignsion Lumber: Provide lumber of the following product classification in grade and species indicated: Light-f=raming: (2%4" thick. 2%4" wide). Construction or Standard. Nott structural Studs (TA" thick 2%6" wide. 10'and shorter): "Stud" or No. 3 Structural Light Framing grade, any species graded un,ler WWPA,WCLIB, SPIB or NL.t;f. -ules. tr r of r+l Fr nti g: Grade and species indicated: Joists,bearns and stringers: DF#(2 Bucks,blocking,bridging and mise: DF#3 : r better Structural Studs: DF N2 Plates,sills and headers for wall framing: DF N2 Sills, ledgers,plates,embedded in or in cot.tact with concrete: DF#i3 AWPB LP-2-88. Posts, Beams and'Timbers: DF#1 Douglas Fir-Larch graded under WWPA rv!.:s. Lumber for Miscellaneous Uscs. Unless otherwise indicated,provide standard grade lumber for support of other work, including rooftop equipment and support bases, zant strips, nailers, blocking, furring, grounds,stripping and similar members. Construct•vn Panels: For types of concealed applications indicated below,provide wood panel products complying with PS I where applicable,and with "APA Performance Standard and Policies for Structural Use Panels" (Form E445)for requirements indicated. WDG ARCHITECTS, AIA FF.It 1992 PAGE. 1 1 r� � t� ttttij �► ■t► � 06100 Rough Cerpeutry KEY BANK SERVICE CENTER REMODEL For following h/M of applications where exposure durability classification or span rating is not given,provide hYPOSURE 1 and rating required to suit support spacing indicated. 5 bflooring: APA RATED SHEATHING. Wall S curbing: APA RATED SHEATlI1NG. Roof ShcatlliIIE: APA RATED SHEATHING. esnh_ one r.gsiprnent: APA C-D PLUGGED INT with exterior glue,fire-retardant treated, 1R" thick except as otherwise indicated. OL Fastener~ and Angora s, Of size,type,material and finish suited to application shown. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. }-lot-dip galvanize fasteners and anchorages for work exposed to weather, in ground contact and high relative humidity to comply with ASTM A 153. Building Parxr: Asphalt saturated felt,non-perforated ASTM D 226, 150. Prescrvativ:_Rr_cssurc treat lumber and plywood wood with water-borne preservatives to comply with AWPA M ' C2 and CN,respectively, and with requirements indicated below: Wood for Ground Cccn_t_as1lLw: AWPB LP-22. Wood for Above-Gr mp AWPB LP 2. JLUL-�;-al>l.nailers, blocking, stripping and similar items in conjunction with roofing, flashing, valor barriers, and water proofing. Treat sills,sleepers, blocking, furring,stripping and similar items in direct contact with masonry or concrete. Jns allaLion: etall tough c entry work to comply with "Manual of House Framing" by National Forest Products In.Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, with members plumb and true and cut to fit. Securely attach carpentry work to substralcs and supporting members using fasteners of size that will not penetrate members where opposite side will he exposed to view or receive finish materials. Install fasteners without splitting wood: fasten panel products to allow for expansion at joints unless otherwise indicated. Provide w�sami!jg niginbeu of size and spacing indicated: do not splice. structural members between supports. `_ircstop concealed spaces with wood blocking not less than 2" thick, if no! blocked by other framing members. Fasten struclurAj wood panel products as follows: Subfl(x)rinE: Nail or staple to framing. Shcathin : Nail to framing. END OF SLV SECTION 0610(1 PAGE 2 FFB t902 "'ttl: ARl'NItF('TS, AIA Mir A t 06170 Structural lued Laminated Units Kh;ti' BANK SERVICE CENTER REMODEL - —g ' 5t QN 06170=sTR_ _ ILRAL Glued lajniu�� S�' t1ED LAMIN�T D L1N1TS (Glulam) is defined to include wood members fabricated from 1"or 2" nominal thickness lumber glued face-to-face to a depth of four or more laminations. atWnExcept as otherwise indicated, comply with ANSI/AITC A 190.1 "Structural Glued Laminated Timber". ' n � QuA licatiow Provide factory-glued structural units,produced by AITC licensed firm, qualified to apply the AITC"Quality Inspected"mark. cct ry mark each piece of glued laminated structural units with AITC Quality Inspected mark. Place A IT'mark on limber surfaces which will not be exposed in completed work. pjy;t�by Manut►c�turct: Where portions of final design for glued laminated timber members arc indicated as manufacturer's responsibility (any element of design consideration),comply with applicable provisions of AITC' 117 - "DESIGN,Standard Specifications for Structural Glued Laminated Timber of softwood Species". p1j)AUc11?ata: Submit manufacturer's data, specifications and installation instructions covering lumber, adhesives, fabrication process,preseryative;reatmenl,accessories and protection. pslivery. Storagg Haitdline- Keep glued laminated suucwrVI units dry during delivery, storage, handling,and erection,t)y maintaining factory-applied protective covering in weather tight and light-proof condition, or by applying other weather-tight protection. Maintain protective covering until building enclosure is completed to extent necessary for protection, and until final finishing of exterior work is ready to proceed. Do not store units in areas of either excessively high or excessively low relative humidity; comply with manufacturer's instructions. Tin)c dcliv= and installation to avoid extended on-site storage, and to avoid delaying work of other trades. if laminated units are to be stored before erection, place individual units or bundle wrapped units on blocks well off ground with individual members separated for air circulation. Leave wrappings in tact, but slit or puncture lower side to permit drainage of water which may accumulate. S natural GIu�t amine ed nits: Lim r: Comply with ANSI/AITC A190.1 and applicable lumber association standards cited therein for or allowable cess, appearance, fabrication limitations grades required to achieve Glulam requirements f d and species (if any). ress_ slues fqj Beams: Provide glued laminated timber members sized as shown on drawings with laminating combination 24 F-V4 or other that meet or exceed following stress values for normal loading duration and dry condition of use. Bending(Fb),2400 psi. in tension zone. Horizontal shear(Fv), 165 psi.,load perpendicular to wide faces of laminations. Compression perpendicular to grain We -tension face),650 psi. Compression perpendicular to grain( Fc -compression face),650 psi. Tension parallel to grain (Ft-axially loaded), 1150 psi. Compression parallel to grain (Fc-axially loaded), 1650 psi. Modulus of Elasticity (E). 1,g(10,000 psi.(X-X axis) WDG ARCHITECTS, AIA F'ER 1992 PAGE 1 06170 Structural Glued Laminated Units KEY BANK SERVICE CENTER REMODEL Lkimber Species: Any softwood lumber or mixed species, at manufacturer's option, as required to comply with other requirements. Adhcs_U: ASTM D 2.559 "wct-use" adhesive,unless otherwise indicated. End Scaler: Manufacturer's standard transparent, colorless wood sealer, eff.-ctive in retarding transmission of moisture at cross grain curs. Penetratine.S-W.gi: Manufacturer's standard translucent penetrating wood sealer,which will not interfere with application of wood stain and transparent finish,or paint finis h,as indicated. Refer to Division-9 sections for required finishes. Connectors Anchors, Accessories: Fabricated steel (ASTM A 36) assemblies of types and sizes indicated. Provide steel bolts (ASTM A 307), lag bolts, nails, and other standard fasteners as required for installation. 1=ini5h: Except as otherwise indicated, finish fabricated assemblies will-. rust-inhibitive primer. I_' i " I n: Comply with ANSI/AITC A190.1 in providing units indicated; where dimensions are not completely documented,provide manufacturer's standard sizes and shapes required to fulfill it. 'icated performan-cs. Shop-cut for connections and connecting hardware for greatest extent feasible, inciuding drilling of bolt holes. Appearance Gradc: Provide Industrial Grade timbers,complying with AITC 110. iltnbcr: Required camber for fabrication of each member is shown on drawings, and may be either circular or parabolic, at manufacturer's option. Preservative Treatment: After laminating,dressing, sanding and end-cutting each member to final size and shape,pressure treat timber complying with AWPA C28. Provide water repellent additive in preservative solution. EDd_--CJLSs1JiU: Immediately after end-cutting each member to final length,and after wood treatment(if any), apply a saturation coat of end scaler to ends and other cross-cut surfaces, keeping surfaces "Ilood- coated" for not less than 10 minutes. Scal Co,d: After fabrication and sanding of each unit,and end-coat scaling,apply a heavy saturation coat of penetrating scaler on .surfaces of each unit, cxcrpt for treated wood where treatment has included a water repelieni. Factory - plied Pr otc•.ion: Before shipping or exposing to outdoor conditions, individually wrap each member with manufac turer's standard, opaque,durable, water-resistant, plastic-coated paper covering, with water-resistant ,yams. At manufacturer's option, small members of uniform size may he bundle-wrapped, in lieu of individual wrappings. Installation: Plan and execute erection procedures so that close fit and neat appearance of joints and structure at a whole will not be impaired. When hoisting members into place, use padded or non-marring slings, and protect corners with wood blocking. Adequately brace members as they arc placed to maie.:,in safe position until full stability is provided. Install miscellaneous steel connectors,anchors,and accessories as indicated. PAGE: 2 FER 1992 N'UG ARCHITECTS, AIA wr,' nes .�' � ■. w. I KEY hANK SERVICE CENTER REMODEL 06170 Structural Glueci Laminated knits Q&j=: Avoid cutting inembers during erection,to greatest extent possible. Excepl for fastener drilling and other minor cutting,coat cuts with specified end scaler. Mere treated members must be cut during erection, apply a heavy brush coat of the same treatment,complying with AWPA Standard M4. QQ_pot remove wrapping on individually wrapped members until it will serve no useful purpose, including protection from weather,soiling and damage from work of other trades. R it agr, surfaces and finishes after completion of erection and removal of wrappings,or replace damaged members as directed where damage is beyond acceptable repair. END OF SLV SECTION 06170 I WD(; ARCHITECT'S, AIA FEB 1991 _ PAGE 3 1 11t 1� � '1R wf i f i KEY BARK SERVICE CENTER REMODF,L 06196 1'tywocrd Web Joists SECTION 06196 PLYWOOD WEB JOISTS PART 1 GENERAL SECTION INCLUDES Woml chord and plywood web joists for roof framing. Bridging,bracing, and anchorage. .KI LATEU SEC71ONS Section 06100-Rough Carpentry Section 06181 -Glued Laminated Su-uctural Units. REFERENCES ALSC- American Lumber Standards Committee: Softwood Lumber Standards. APA: American Plywood Association. ASTM D2559 - Adhesives for Structural Laminated Wood Products for Use Under Exterior (Wet Use)Exposure Conditions. NFPA: National Forest Products Association. SPIB: Southern Pine Inspection Bureau. A'CLIB: West Coast Lumber Inspection Bureau. WWPA: Western Wood Products Association. SYSTEM DESCRIPTION Design roof dead load: 16 lbs/sq ft with 25 lbs/sq ft live load deflection limited to 1/240. SUBMITTALS Shop Drawings: Indicate location, sizes and spacing of joists, loads and joist cambers, framed openings and stamped by a registered engineer licenced in the state of Oregon. Product Data: Joist configurations, bearing and anchor hardware, bridging, bracing, and blocking, hangers etc. that connect to Joists shall be designed and provided by the Joist Manufacturer to fit the conditions. Use sloped hangers and beviceled plates as required. ICBG Report: Submit and comply with all requirements. Provide additional joists as necessary to support mechanical units and sprinkler lines where and if required. Coordinate all loads and locations with mechanical drawings. QLAL,ITY ASSURANCE Perform Work in accordance with the ALSC and the APA. RREQUATORY REQUIREMENJ Conform to applicable code for loads,seismic zoning,and other governing load criteria. N'Dt: ARCNITF.CTS, AIA FED 1992 PAGE i 06196 Plywood Web Joists KEY BANK SERVICE CF.NTF,R REMODEL DELIVERY.STORAGE AND HAND Deliver, store, protect, and handle products to site. Protect structural components from warping or other distortion by stacking in vertical position,braced to resist movement, EL M .AS[_11? M .NTC Verify that field measurements are as indicated on shop drawings. r PRODUCTS: All components shall be as manufactured by Trus Joist Corporation. XU UTION Verify that supports attd openings are ready to receive joists. Coerdinate placement of support items. Install joists in accordance with manufacturer's instructions.Make provisions for erection loads,and for sufficient temporary bracing to maintain structure plumb,and in true alignment until completion of erection and installation of permanent bracing. Do not field cut or alter structural members without approval of Architect/Engtne.er. Installation of joists is not to begin until all workmen involved with the erection meet and are informed of the erection and bracing requirements. Joist erector shall exercise extreme care during erection of roof joists to prevent the joists from buckling laterally. Joist manufacturer to inspect all joists after they have been erected and sheathintg,bridging,blocking, etc. has been installed. Manufacturer to subjmit certificate to Architect that the inspection was made and that the joists are in acceptable condition and meet with the manufacturer's design and installation T. luirements. END OF SECTION PAGF 2 FEB 1992 WDC ARCHITECTS, AIA �. •.. a.► �w low.&IMIM ,. KF.Y BANK SERVICE CENTER REMODEL _ 06200 Finish CerpentrL SECTIQN 06200-FINISH CARPENTRY Submit samples of the following items: Lumber machined to stock oaths, T-0" long x pattern width and thickness, for each configuration,species and grade indicated. Softwood Lumber: Comply with PS 20 and applicable,grading rules of respective grading and inspecting agency for species and product indicated. Manufacture to sizes and patterns using seasoned lumber. Use pieces made from solid lumber. Exterior Standing and Run ing Trim: Boards and worked lumber products complying with requirements indicated below including these of grading agency listed with species: SWcjc,s: Western Red Cedar;WWPA or WCLIB. Grade: B & Btr. - 1 &2 Clear. Texture: Surfaced(Smooth). Sidint,,Board Tvoc: Specified in Section 07460-Siding Fastg crs and Anchorages: Provide nails, screws and other anchoring devices of type, size,material and finish suitable for intended use and required to provide secure attachment, concealed where possible. Hot-dip galvanize fasteners for work exposed to exterior and high humidities to comply with ASTM A 153. &_r ns for Soffit VentT: Wire cloth, 18 x 14 mesh,0.13"diameter aluminum wire comply with FS RR- W-365,Type VII,except black anodized "gun metal"coating on wire. Install finish carpentry work plumb, level, true and straight with no distortions. Shim as required using roncealed shims. Scribe and cut finish carpentry items to fit adjoining work. Anchor finish carpentry work securely to supports and substrates, using concealed fasteners and blind nailing where possible. Use Fine finishing nails for exposed nailing except as indicated,countersunk and filled flush with finished surface. Standing-and Running Trim: Install with minimum number of joints possible, using full-length pieces from maximum length of lumber available. Cope at returns, miter at comers to produce tight fitting joints. Use scarf joints for end-to-end joints. END OF SLV SECTION 06200 WDG ARCHITECTS, AIA FEB 1992 PAGE, KEV BANK SERVICE CENTER REMODEL 07200 Insulation SECT1GN U 7 ZO0 - INSUL.ATIn�J Gcttcwl: Thi,unW-L( or r-value represents the rate of heat flow through a homogenous material exactly 1" thick and are exprc.,sed by the temperature difference in degrees F between the two exposed faces required to cause 1 BTU to flow through 1 sq. ft. per hr. at mean temperatures indicated. Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 119,ASTM E 84 and E 136,as applicable,and which correspond to products listed in UL. "Fire Resistance Directory"or "Building Materials Directory". Submitter: Submit product data for each form and type of insulation indicated. c� neral: Provide preformed units in sizes to fit applications indicated, selected from manufacturer's standard thicknesses,widths and lengths. Unfaced Flexible Glass Fibe[.Board lation: ASTM C 553, Class B-4; with nominal density of 1.5 lbs. per cu. ft. and r-value t,f 4.13 at 75 deg.F (23.9 deg.C), and maximum flame spread and smoke developed values of 25 and 50,respectively, passing ASTM E 136. Rigid Board Insulation at Foundation walls: R-5:(verify requirement with Mechanical Design Engineer) Unfaced Mineral Fiber Bla_nket/Bau Insulation: ASTM C 665 for Type I (blankets withoul mcnibrane facing); and as follows: Batt insulation at ceilings: 3-1/2"thick R-11 sonobatts. Batt insulation at interior partitions: 3-1/2"thick R-11 noise barrier baits. NStncral Fiber Tvtx: Finers manufactured from glass or slag. CQmbustion Characteristics: Passes ASTM E 136 test. Mace Burning Charactcristi,�s: Maximum flame spread and smoke developed values of 25 and 50,respectively. Laced Mineral Fiber BlanketlBatt Insulation: ASTM C 665 for Type III, Class A(blankets with reflective vap,�r-retarder membrane facing with flame spread of 25 or less); foil-scrim-kraft vapor-retarder membrane on one face,respectively; and as follows: Batt insuation at roof: R-19. Batt insulation at exterior walls: R-19 Mineral Fiber Ty": Fibers manufactured from glass or slag. Combustion Characteristics: Unfaced materials passes ASTM E 136 test. Surfac:c BurninL, Characteristics: Maximum flame spread and smoke developed values of 25 and 50,respectively. Adhesive for-Boding nsulaj�m: Type as recommended by insulation manufacturer. Mechanical Anchor.: Type and size recommended by insulation manufacturer. WDG ARCHITECTS, AIA FF:B 1992 PAGE 1 KEY BANK SERVICE CENTER REMODEL 07460 SIdIng SECTION 07460-SIDING Goner-l: Proceed with siding work only when substrate is completely dry. U Vb9UL �vdi 9: SI I Bev l Si. j": Western Red Cedar of size and pattern indicated, WWPA "Clear VG" Heart Bevel Siding, SIS2E, kiln dried. Manurac.ttt[s.[: Provide clapboard siding by one of the following: Georgia Pacific Corp.,or equivalent. MiKellancous Matcri Ats: £&Letts: Aluminum or hot-dipped zinc-coated siding or com iron nails,in lengths as recommended by siding manufacturer for siding thickness and substrate conditions. Felt Undcrlaymcnt: ASTM D 226, 15-1b type. Preformed Qutsidc corn Manufacturer's standard, suitable for pattern of siding selected, galvanized and factory primed. I=allation: General: Comply with instructions and recommendations of siding manufacturer. UndcrlaymcilL: Apply one layer horizontally,lapping succeeding courses not less than 2". '•Ikin : Provide calking at joints as necessary for weatherproof installation. END OF SLV SECTION 07460 i WDG ARCHITECTS, AIA FF.It 1992 TACE 1 KEY BANK SERVICE CENTF,R REMODEL 07510 Built-up Asphalt Itoafln stem SECTION 07510 - BUILT-UP ASPHALT ROOFING SYSTE>`_1 mpg; Work includes new roofing in areas of new construction and the re-roofing of the existing roof. Contractor is responsible for coordinaating the work and installing a complete, waterproof assembly. Classification: UL Class A rating. Cl ssifcation: FM "Class I"or"Noncombustible",and complying with zoned wind resistance. Manufacturer's Uux ntcc '[ray: Mfr's standard 10-year Guarantee. Roofing Warranty: Provide "Roofing Contractor's" standard 2-year roofing guarantee; MRCA form 1970A,or equivalent form. Mincral-,�urfkc_d Can-5hect Built-Up f oofiu: New roofs: 3 courses of ply sheets,each mopped down with 20 lbs.of asphalt of type indicated,plus cap sheet. ]L j roofs: Same as new roofs,installed over 3/4"mechanically fastened expandedperlite roof.mover board. Ply Sheets: Asphalt-glass fiber mat(ASTM D 2178,Type IV). Supe. to 2": Type 111,asphalt(steep), ASTM D 312. Cap-sheet ply: white mineral-surfaced,asphalt coated glass fiber mat,2"selvage edged roofing cap-sheet,weighing not less than 70 lbs.per 100 sq. ft.; mopped down with 20 lbs. of asphalt,same as inter-ply moppings. ManufactureES: Provide mineral-surfaced cap-sheet :oofag system by one of the,following: Ccrtaintecd. htlec/Pemlaglas Owens-Corning Fiberglas Corporation. Installation: Wood )DUard./Timber Substrates: Cover with 5-lb. red rosin-sized paper before installing roofing. Shingle multiple plies of roofing,unless otherwise required by felt manufacturer's instructions. Nailing: Where nailing is indicated and on nailbblc substrates, comply with felt manufacturer's recommendations,and with FM and UL requirements,for nailing of roofing to substrate. On sloping substrate(sloping more than 1" per foot)comply with NRCA "Roofing Manual" for nailing plies of BUR to substrate or to nailers in the substrate,and comply with composition roofing manufacturer's instructions for nailing composition roofing. Bitumen Mopping: Apply interply and surface mappings of bitumen in accordance with "the EVT Method" as recommended by NRCA. Determine proper EVT for bitumen being applied either from manufacturer's data on bitumen container or from certification accompanying bulk bitumen. Substrate Moisture: Do not install roofing on wet insulation or other moist substrates. Do not apply hot bitumen under a condition which would cause foaming(due to moisture). Cant Strias: Provide molded fiber cant strips where possible, where edges of roofing adjoin vertical surfaces,to raise edges of roof membrane above main roof surface. Tapered Edge Strias: Provide tapered edge strips where possible, where edges of roofing do not adjoin a vertical surface,to raise edges of roof membrane above main roof surface. WDG ARCHITECTS, AIA FEB 1992 PAGE 1 t 07510Bullt-up As Ip talc Rooting System �^ KF:Y BANK SERVICE CENTER REMODF;I, Nail edges of roofing where possible (without causing teaks), and nail ca)mposition flashing to vertical surfaces at edges and penetrations of roofing. edgcs of built-up roofing to prevent flow of bitumen into building and drains. Provide envelope of roofing felt or,where envelope is not p ossiNe, provide large heads of roofing cement. END OF SLV SECTION 07510 VAGF. 2 `�� FEB 1992 WIM ARCHITECTS, AIA W 4W wI tar qw +W KFV BANK SERVICE CENTF,R REMODEL 07600 Flashing and Sheet Metal SEC"TlQN 07_ 60_ (1 BASHING ANll HEEf M TAt Fabricate Sheet Met�l Gcncral: Conform Arofile� and sizes shown, and comply with "Architectural Sheet Metal Manual" by SMACNA, for each general category of work required at new and existing roofs. Metal flashing and counter flashing. Gutters and downspouts(rain drainage). Gravel stops, fascias and trim. Zinc-Coated Steel Sheet: ASTM A 526, 0.20% copper, 26 gage (0.0179"); ASTM A 525, designation G90 hot-dip galvanized,mill phosphatized. Fabricate sheet metal with flat-lock seams; solder with type solder and flux recommended by manufacturer, except seal aluminum seams with epoxy metal seam cement and, where required for strength,rivet seams and joints. e1 back-side of fabricated sheet mesal with 15-mil sulfur-free bituminous coating, FS TT-C-494, or S Paint 12, where required to separate metals from corrosive substrates including cementitious materials,wood or other absorbent materials;or provide other permanent separation. Provide for lhcrmal ex ancion of running sheet metal work,by overlaps or expansion joints in fabricated work, Where required for water-tight construction,provide hooked flanges anges filled with polyisobutylene mastic for 1" embedment of flanges, Space joints at intervals of not more than 50' for steel, 24' for copper or stainless steel, or 30' for zinc alloy or aluminum, Conceal expansion provisions where possible. Installation Require_ menu: Atlsjhor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes and other materials and devices as recommended by manufacturer of each material or system, Provide for thermal expansion and building movements. Comply with recommendations of "Architectural Sheet Metal Manual" by SMACNA. Seal moving iWiLU in metal work with elaslomeric sealants,complying with FS SS-T-00227, -00230,or -001543. Clean metal surfaces of soldering flux and other substances which could cause corrosion. Coition S rip i�nv: Cover flanges (edges) o:work set on bituminous substrate with 2 courses of glass fiber fabric (ASTM D 1668)set in and covered with roofing cement,FS SS-C-153. Performance: Water-tight/weatherproof performance of flashing and sheet metal work is required. FND OF SLV SECTION 076W WDG ARCHITECTS, AIA FEB 1992 PAGE. 1 ' 07900 Jolnt_Sealers„ ICEY BANK SERVICE CENTER K1,Y EL r'TIOH U7900-JOINT JF�S aWMIitiil6,: In addition to product data submit the following: . •moles of each type and color of joint sealer required. ' g niffor Joint sealers evidencing compliance with requirements. S� tssi-t ials $4�ll�1S: that are Cbmn bility: provide joint sealers, ointviill and and other relion ted mcondiater asdemonstra ed by testing and another and with joint substrate,;-i field er.pericnce. Colors: Provide color of exposed joint sealers a selected by Architect from ranufacturer's standard colors. en�1:,n► C�andard: Provide manufacturer's standard chemically curing,elastomeric sealant of hate polymer indicated,complying with ASTM C 920 requirements. p; t 1j ; Ureth:� c cl�u fotUse NT: Type M,Grade NS,Class 25,as follows: Uses NT, M, A, and O. I r ri t o �fabl - t]r ih•�nc �eal��t for Use T: Type S:Grade P;Class 25; and as follows. Uses T, M, and O. Arrvli apl, Manufacturer's standard one part nonsag, solvent-release curing, acrylic texcept or ' sealant complying with ASTM C 920 for Type S; Grade NS; Uses NT,M, G. A and O; except for selected test properties which are revised as follows: Ncat-aged hardness: 40-50 Weight loss: 15 percent Max.cyclic movement capability: plus or minus 12-1 n r>rrcent. alant f�r Coni Paled 1oi ts: Manufacturer's standard, nondrying, ncnhardcealed A.ot_'inn lI gun able,synthetic rubber sealant recommended for scaling interior concealed nonskinnmg,nonstaining,gu joints to reduce transmission of airborne sound. ���wl I' Ivis��butvlcne ealant: Manufacturer dedforeonccaled joints curing,butyl-polyisobutylene sealant complying with AAMA 8( , roan,�d In Place Fire-Stot�>Le S��1�1: Two-part, foamed-inCpl•, e,silicone sealant for use as part of a through-penetration fire-stop system for filling openings around cables, conduit, pipes and similar penetrations through walls and floors, with fire-resistance rating indicated, per ASTM E 814; listed by UL or other testing and inspecting agency acceptable to authorities having jurisdiction. gW=: One part elastomeric sealant formulated for use as part of a through- pcnetration frrc- rations stop system for seaLnlg�pe begs sr ngdand inspectingragt.en y acceptable tes and similar o authorities through walls and floors, listed by having jurisdiction, i unpin uFibLr]oinLEill�t: Preformed strips of composition below,complying with ASTM U 1751: Asphalt saturated fiberboard. PAGE f 1992 WDG ARCHITECTS, AIA FEB I 07900 Joint Sealers _ KF.Y BANK SERVICE CENTER REM A',Et. I;tnt Bat kiraEs Gcp _Utl: Nonstaining; compatible with joint substrates, sealants, primers and other joint fillers; approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic Foam Joint-Fillers: Preformed,compressible, resilient,nonwaxing, nonextruding strips of plastic foam of material indicated below,and of size,shape and density to control sealant depth and otherwise contribute to produ(ing optimum sealant performance. Either ncxible, open-cell polyurethane foam or non-gassing, closed-cell polyethylene foam,unless otherwise indicated,subject to approval of sealant manufacturer. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommencied by sealant manufacturer for preventing bond between sealant and joint filler or other materials at bac:: of joint. Primer: As recommended by joint sealer manufacturer where required fur adhesion of sealant to joint substrates indicated. Accessory Materials for Firc-Stopping Scalwasi Forming, joint-fillers, packing and other accessory materials as required for installation of fire-stopping sealants. Executi : General: Comply with joint sealer manufacturer's instructions applicable to products and applications indicated. Elastomcric Sealant Ins • I i n ' ;tndard: Comply with ASTM C 962. Solvp,nt-Releasc,-Curing Sealant Installation Standard: Comply with ASTM C 804. pcoy,stial Sealant ApnlicatiQn Standard: Comply with ASTM C 919 for use of joint sealants in acoustical applications. Installation of Fire-Stopping Sealant: Install sealant, including forming, packing and other accessory materials to fill openings around mechanical and electrical services penetrating f(x)rs and walls to provide Fire-stops with fire resistance ratings indicated. END OF SLV SECTION 079(x) PA(;F. 2 FI:B 1992 WD(; ARCHITECTS, AIA KEY BANK SERVICE CENTER REMODF,L 08110 Steel Doors and Frames SECTION 08110-STEEL DOORS AND aAMLS ,%XWB jdi,In addition to other specified requirements,comply with Steel Door Institute "Recommended Specification for Standard Steel Doors and Frames" (SDI-100), for the following classifications: Jai tcrior UooCj: SDI-100,Grade Ill,extra heavy-duty, Model 2,minimum 16-gage faces. Subrrlitta .g: With manufacturer's standard details and specifications for steel doors and frames, submit shop drawings showing application to project,as required. Manufacturer: One of the following: Amwcld/Div. American Welding&Mfg.Co. Ccco Corp. Curries Mfg. Div. Fenestra Corp. Mesker Industries, Inc. Pioneer Bldrs. Products Corp./Div. CORE Industries, Inc. Steelcraft Mfg.Co. Republic Builders Products Corp./Subs, Republic Steel. MAtcrials: Stec.;l doors and frames; hot-rolled,pickled and oiled per ASTM A 569 and A 568;cold-rolled per ASTM A 366 and A 568. Anchurs and Accessories: Manufacturer's standard units. Use galvanized items for units built into exterior walls,complying with ASTM A 153. Fabrication: Fabricate units to be rigid,neat in appearance,and free from defects,warp or buckle. Weld exposed joints continuously,grind,dress,and make smooth, flush and invisible. Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware". Reinforce units to receive surf ace-applied finish hardware to be field applied. Locate finish hardware as indicated or, if not indicated, per DH! "Recommended Locations for Builder's Hardware'. Shoppaint exposed surfaces of doors and frame units, including galvanized surfaces, using manufacturer's standard spray-on rust-inhibitive primer. Doors: Comply with SDI-100,of the types and styles indicated, for materials quality,metal gages, and construction details. Frames: Comply with SDI-100,of the types and styles indiLated, for materials quality,metal gages, and construction details. Provide standard hollow metal frames for doors and relites,and other openings as indicated. Prepare frames to receive 2 silencers on strike jambs of single-swing frames and on heads of double-swing frames. Provide 26 ga. steel plaster guards or mortar boxes,welded to frame,at back of hardware cutouts where installed in concrete,masonry or plaster openings. WDG AJCFtITrCTS, AIA FER 1992 P,1cF I •� .. an 08110 Steel Doors and Frames KEY BANK SERVICE CENTER REMODEL Installation: install hollow-metal units in accordance with manufacturer's instructions and final shop drawings(if any). Fit doors to frames and floors with clearances specified in SDI-100. jD.5W_Lfjrk-ratcd ujj.w in accordance with NFPA Std. No. 80. Finish ltU.d,ff= is specified in another Division-8 section. ajwj_Vjl( all Frames: Provide frantes for all interior door locations scheduled,as manufactured by Timely Industries, "S"series,standard polyester paint finish,or approved equal. Comply with specified product standards, features,and performance. Provide sh=drawings to include all necessary information to perform work required. Verify opening conditions for compliance with plans and shop drawing: Install frames using the door as a template to assure perfect alignment of the door and frame. Repair or replace any frames shown to be defective or damaged prior to acceptance. END OF SLV SECTION 08110 PAGE 2 FEB 1992 VVW; ARCHITECTS, AIA KEY BANK SERVICE: CENTER REMODEL _-_ -- 09211 Flush 1Vood Doors �ON 08211 FI_U L�'S?52L9'Q lity S►andard Comply with NWWDA I.S.1 and A\A1I "Architectural Woodwork Quality Standards". Submitlall5: In addition to product data,submit the following: Manufacturers: Subject to compliance with requirements,provide wood doors by one of the following' Algoma Hardwoods. Inc. BA Door i Buell Ccnco Do rcraft Eggers Industries, Architectural Dox Divi.-.ion. Haley * Glen-Mar Door Mfg. Co. Graham Manufacturing Corp. Sauder Door Vancouver Door Gcnrral Wood Door Prcxi���'t Reeuirements: Provide doors with same exposed surface material on both faces of each door,unless otherwise indicated Itucrior olid Cor�pcx�rs fQr PainLhffiib: As follows: Faces: Any closed-grain h?rdwood of mill option. ttructi m: PC-5 or PC-7(Particleboard core, 5-or 7-ply). jntcrior Firc Rated Solid('ore Doors: Labeled and listed for rating indicated, by testing and inspection agency acceptable to au having jurisdiction,complying with the following requirements: � V�� I Grade: Match faces and of non-rated doors in same area of building, unless otherwise indicated. �e Constntcli9Il: Manufacturer's standard laminated edge construction fnr impruved screw- holding capability and split.resistance. �iFabricaLL&t wood il=to produce doors complying with following requirements: in Si j for job-site fitting. ' F c►ory orcfit i I..h ng doors to fit frame opening sizes indicated and complying with AWI prefitting tolerances. IInstallauo�. Install wo(1d dnor_s to comply with manufacturer's instructions and of referenced AWI standard and as indicated. Install fire ratc�dUM in corresponding fire-rated frames in accordance with requirements of NFPA No. 80. 1 END OF SLV SECTION 08211 I - WD(i ARCHITECTS, AIA FEB 1992 PAGE 1 v ate v v wlrlr v v v KEY BANK SERVICE CENTER REMODEL. 08305 Access Doors SECTION 13305 - ACCESS DOORS Submittal : Manufacturer's standard details and specifications. Manufacturers: One of the following: J.L. Industries Milcor Div., Inryco Inc. Nystrom, Inc. ' Frames: 16-ga. steel, factory primed. Fabricate frame with exposed flange nominal 1" wide for access doors located in the following construction: Gypsum drywall finish. For gypsum drywall furnish perforated frames with drywall bead. M Flush Panel Doors: Factory primed 14-gage steep or heavier with manufacturer's standard hinges for access dcxxs located in the following construction: Gypsum drywall surfaces. Fire-Rated Asscmbhf: UL labeled 1-1/2 HR (B)Temp Rise - 30 min - 2.50 degrees Max. Rccessed Panels: 1 9-gage steel, factory galvanized and primed,recessed and reinforced as required (or 16-gage factory-printed steel) with manufacturer's standard hinges. Locking Devices: Flush,screwdriver-orerated,cam type pocks as required for panel size. JLL,,WJlation: Coordinate installation with work of other trades and locate accurately. Comply with manufacturer's instructions four secure attachment, propel relation to adjacent finished surfaces and proper operation. END OF SLV SECTION 011305 R'UG ARCHITECTS, AIA FER 1992 _ PAGE 1 KEY BANK SERVICE CENTER REMODEL 08410 Aiuminum Entrances & Storefronts SECTIQN Q84IO- ALUMINUM ENTRANCES AND STOREFRONT. Aluminum entrance and storefron tyWs required include: Exterior entrance doors. Vestibule doors matching entrance doors. Frames for exterior entrances. Storefront framing system. Performance RequiremmProvide certified test results showing systems have been tested by a recognized testing laboratory and comply will:characteristics specified. 111clI1f"S2YSJ]]Slll: Provide for expansion and contraction resulting from an ambient temperature range of 120 deg. F(67 deg. C). Wind LoadLOY: Withstand uniform test pressure of 20 psf inward and outward when tested in accordance with ASTM E 330. Fixed Framing— I -iis�iCharac crislss: Air Infiltration: Not more that 0.06 CFM per sq. 1't. when tested in accordance with ASTM I1283 at an inward tett pressure differential of 6.24 psf. Water Penetration: No penetration when tested in accordance with ASTM E 331 at an inward test pressure differential of 6.24 Ibf. per sq. ft. Iumin t EntranceTransmission Characterises: Air Infiltration: No( more than 0.50 CFM for single doors and 1.0 for pairs of doors when tested in accordance with ASTM E 283 at an inward test pressure differential of 1.567 psf. Condensation Rcsi twice: Not less than 48 CRF when tested in accordance with AAMA 1502. Trmal hattsntitianc : Overall U-value of not more than 0.93 HTUAhr. x sq. ft. x deg. F)at 15 mph wind velocity when tested in accordance with AAMA 1503. Product Data: Include fabrication methods, linishing, hardware, accessories and insta'lation recommendations. Shop Drawing�: Include elevations, details, hardware mounting heights, anchorages, expansion provisions and glazing details. Sample: Pairs of each finish,on 12" long sections of extrusions and on 6" square sheets. Manufacturer's Qualifications: 5 years experience in fabrication. )1L:i 's QualiGcatiorts: 5 years experience in installation. Ucsig—n Critcri. : Drawings are based on one manufacturer's system. Another manufacturer's system will be acceptahle when differences do not detract from the design concept,as judged by Architect. Manufacturer: Provide products of'one of the following: Kawneer Company, Inc. PPG Industries, Inc. United States Alumimim Corp., International Alum. Corp. Vislawall Architectural Products. WD(; ARCHITF- 1-S, AIA FEB 1992 —�—_` PAGE; i 08410 Aluminum Entrances & Storefronts KEY BANK SERVICE CENTER REMODEL Materials Aluminwn Mcmbers: Alloy and temper recommended for strength,corrosion resistance, and application of finish;comply with ASTM B 221 for extrusions and ASTM B 209 for sheet or plate. Hastcners: Aluminum,nonmagnetic stainless steel,or other noncorrosive material. Except for application of hardware,do not use exposed fasteners. For hardware, use Phillips flat- head machine screws;match finish of member or hardware being fastened. tt�rstritnrZine: Replaceable compressible neoprene or molded PVC type gaskets or replaceable wool, polypropylene,or nylon woven pile, with nylon fabric or aluminum strip backing as suitable for type of door operation. Glass and Glazing Materials: Comply with requirements of"Glass and Glazing" section. $IQD•fr� ont Framing: Inside-outside matched resilient flush-glazed framing with provisions for glass replacement. Shop-fabricate and preassemble. Stile-and-Rail Tvoe Aluminut>�sr�L�: 1-3/4" thick: tubular frame members, with mechanical joints using heavy reinforcing plates and conc:.aled tic-reels or j-bolts. Dciigi : Narrow stile(2" nominal width), 06"bottom rail at Handicap entrance only). hardware: Provide heavy-duty unit~; finish to rnatch door. Refer to hardww :ection for items not provided by the manufacturer. QI(set Pivot Sets: Comply with ANSI A156.4; exposed parts of cast aluminum alloy; intermediate pivot for doors over T-6" high. ! ♦••rh )sem: Comply with ANSI A156.4. Comply with recommendations for closer size. Independently hung,single-acting with concealed arm and track. Door Stao: Flexr or wall mounted with integral rubber bumper;comply with ANSI A]56.16, Cylinders are specified in the hardware section. Lc,v_ r Handle e: are specified in the hardware section. Pull Handles: are specified in the hardwar: section. Thr• wld,; are specified in the hardware section. 11bri(<diV1p: Si;:es of units and profile requirements, a,c indicated on drawings. Prefa5i t : Before shipment, complete fabricalion, assembly, finishing, hardware application, and ocher work to the greatest extent Ixrssible. Disassemble only for shipment and installation. Lis to greatest extent possible. I2Sz not.itj11 and tap for surface-mounted hardware until installation. Prafoml fabrication, including cutting, fitting, forming,drilling and grinding to prevent damage to exposed finish surfaces. For hardware, perform prior to application of finishes. Weldin : Comply with AWS reccnnmendations: grind exposed welds smooth and restore mechanical finish. PAGF 2 FE11 1992 W!H; ARCHITECT S, AIA KEY RANK SERVICE CENTER RF,MODEL 08410 Aluminum Entrances & Storefronts Dissimilar Metals: Separate dissimilar metals with zinc chromate primer, bituminous paint, or other separator. Conti.Illlllx: Maintain accurate relation of planes and angles, with hairline fit of contacting members. Fns: 4L Anodized Finish: NAAMM AA-M 12C22A42/A",Class I. Color: Black lasji ja1 Djj: Comply with manufacturer's instructions. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Provide proper support and anchor securely in place. Separate aluminum and other corrodible metal surfaces from sources of corrosio.: at points of contact with other materials. Adjust o rig sting har—dware to function properly. I Clean system promptly after installation. j END OF SLV SECTION 08410 I WD(: ARCHITECTS, AIA P Al 1992 PAGE: 3 KEY BANK SERVICF CFNTFR RF,MODEL 09520 Aluminum Windows S> CTiQN 05520-ALUMINUM WiN Z Qenerd): This is an Alteniate Bid item. Basic bid is for Tubular Plastic Windows. ,fig: Comply with applicable requiremew for aluminum windows, terminology and standard of performwice,and fabrication workmanship specified in ANSI/AAMA 101-85. Submittals: Submit product data, including half-size details of each typical section, showing glazing detail. Submit specific information on operating parts, hardware, weatherstripping, finishes for aluminum and prcglazcd construction. Produc ls: MAnUfacturcrs: Provide aluminum window units produced by one of the following: Mercer Milgard Northwest industries Viking r{d (Classificati iul: Provide window units of the following grade and performance classes: Conimcrcial: C20. Materials: Aluminum Extrusions: Provide alloy and temper recommended by the window manufacturer for strength, corrosion-resistance, and application of required finish, but not less than 22,000 psi ultimate tensile Strength and not less than 0.062" thickness at any location for main frame and sash members. Fasteners: Provide aluminum,non-magnetic stainless steel,epoxy adhesive,or other materials warranted by the manufacturer to be non-corrosive and compatible with aluminum window members, trim, hardware, anchors and other components of window units. Where fasteners screw-anchor into aluminum less than 0.125" thick, reinforce the interior with aluminum or non-magnetic stainless steel to receive screw threads, or provide standaA non- corrosive pressed-in splined grommet nuts. Except where unavoidable for application of hardware, do not use exposed fasteners. For application of hardware,use fasteners that match finish of member or hardware being fastened, as appropriate. Glazing St=: Provide screw-applied or snap-on glazing stops(.beads),coordinated with glass selection and glazing system indicated. Finish glazing stops to match window units. Fabrication: Fabricate units to comply with requirements and grades indicated. Desj t ,luire tg ents: Comply with air it filtiat,on, water penetration and structural performance requirements indicated in AAMA 101-85 fo; the type. grade and performance class of window units required. The "Performance Class Number" included as a part of the window designation system is the actual design pressure in pounds per sq. ft. used to determine the structural test pressure and the water test pressure. Where the required design pressure exceeds the minimum for the specified window grade,comply with requirements of AAMA 101-85,Section 3,"Optional Performance Classes" for higher than minimum performance class. L)-uiWi wind vglocity at the project site is 70 mph. "IDG ARCNITF,CTS, AIA FF?B 1992 PAGE 1 +� ow w wr air +a 08520 Aluminum Wlndnws KEY RANK SERVICE CENTER REMODEL �i�cs and Profiles Requires sizes for window units and profile requirements are indicated on the. drawings. Variable dimensions are indicated ai�t Ualon w(th with 'workm and minimum dimensions as require ; to achieve design requirements at . j :,nstruction: Fabricate aluminum window units with integrally concealed ',ow conductance thermal barrier, located between exterior materials and inembers exposed on the £ interior,in a-Wanner that eliminates direct metal-to-metal contact. Subj a_me�. Mu11i=: Provide extruded or roll-formed aluminum, welded fabrication where possible. Provide we t�I_Q and internal water passages to conduct infiltrating water to the exterior. Match window finish with color and texture of storefront system. ications eruI -QLE b1"LiQn: Preglaze window units at the factory'�hereCpoassbic G P„ng"dsectiofor nslof these indicated. Comply with glass and glazing require ments specification, and AAMA 101-85. n I t � . window_W;its securely in place, with permanent separations to prevent electrolytic corrosion. ch unit as shown; comply with applicable requirements of the 'Joint Seal tic entire perimctct of ca Scalars" section. C;M aluminum surfaces promptly after installation; do not damage prrtcctivc coating. Repair minor damage to the finish. Clean glass promptly after installation. END OF SI-V SECTION 08520 l� 1 PAGE 2 FEIt 1992 1vj)(; ARCNITi:CCIS, .�1:1 W IVAL'"A�q M KEY BANK SERVICE (,ENTER REMODEL 08631 Tubular Plastic Windows SECTION 08631 TUBULAR PLASTIC WINDOWS GEr!L�' This is a Basic Bid Item. SECTION IN tp C Shop fabricate,', tubular extruded plastic windows with fixed sash, Shop glazed,and Perimeter sealant. !3>:LAU_D SLC Section 02070-Selective Demolition: Preparation of adjacent work to receive work of this section. Section 06. .X)- Rough Carpentry: Framed openings. Section 07900-Joint Scalers: Perimeter sealant and back-up materials. Section 088(() -Glazing. RU,"NCU A. ASTM E283 - Rate Of Air Leakage Through Exterior Windows.Curtain Walls, and Doors. B. ASTM E330 - Strumiral Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. C ASTNI E331 -Test Method for Water Penetration of Ext prior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. D. ASTM D4099- PolyVinyl Chloride (PVC) Prime Windows. SYSTEM IKK M�LN Windows: Extruded tubular plastic sections, shop fabricated, vision glass, related flashings, anchorage and attachment devices. Configuration: Fixed,non-operable sash. LL f R AN-C R .QUL_LENTS Design and size components to withstand dead and live loads caused by pressure and suction of w acting normal to plane of window. ind Limit member deflection to flexure lirnit of glass with full recovery of glazing materials. System to accommodate, without damage to components or deterioration of seals,movement between window and perimeter framing,deflection of lintel. Water Leakage: None, "hen rneasurcd in accordance with ASTM E331, with a test pressure difference of 2.86 Ihf/sy It . Maintain continuous air and vapor barrier throughout assembly, primarily in line with inside pane of glass and heel head of glazing compound. Drain water entering joints, condensation occurring in glazing channel, or migrating moisture occurring within system, to the exterior by a weep drainage network. Thermal Movement: Design sections to permit thermal expansion and contraction of plastic as compared to glass, infill,or perimeter opening construction. 1Vll(: ARCNITF:CTS, AIA I EN 1992 PAGE .. �. 118_631 Tubular Plastic Windows ---- KFJI BANK SF,RVICE CENTER RF,MODIsL Shop Drawings. Indicate opPr.;ng dimensions, framed Lp%ming tolerances, affected related work; Product Data: Provide component dimensions, anchorage and fasteners, glass, internal details. drainage Submit samples milcrials in size illustrating window frame sections, finished surfaces,glass units and glazing; Manufacturer's Certificate- Certify that Products meet or exceed specified requirements. QUALUCAUQNS Manufacturer and Installer: Company speci�di plastic. windows. tazing in manufacturing residential/commercial l tuhulai DLLIVLRX,-5UB&QL_ANDjjAND!1N� Deliver, store, protect and handle products to site. Protect finished surfaces with wrapping.in 1. Do not use adhesive papers or sprayed coatings which bond when exposed to sunlight or weather. ME�`,Ct 1RF FII~LD MENT Verify that field mea`urernenls arc as indicated on shop drawings. AAUANTY Provide five year warranty. Include coverage for degradation of color finish. P3f)DIUM Provide Windows manufactured by Therm MAILR -0-Lite, Inc, Milg:ud Manufacturing, Inc. or equal. Plastic hollow tubular sections of extruded (x>Ivvinvl chloride color. (PVC)with integral ultra.violet resistant Fasteners:Galvanized steel. ? N7� Frames: one inch wid;x 3-3/8 inch deep profile. Fasteners: Galvanized steel. Sit-ASS AND Cit aZIN �1ALERIAU Glass and Glazing Materials: As in Section specified ()88()()of T Glass in Exterior Lights: Tinted insulati�ig units. ypcs described below_ ! � �LALW -AIA7' RI � Sealant and Backing Materials: As specified in Section(179(X). =A R ICA.1•IQN Fabricate framing, mullions and sash members with fusion welded comers and 'Dints, in a rigid Supplement frame sgtdrections with internal reinforcement where required for structural rigidity.'ty. jig, t 1 2 FEk 1992 WD(: ARCHITECTS, AIA � +ltlf w !1► w w w w w w KEY BANK SERVICE CENTER REMODEL 08631 Tubular Plastic Windows Form sills and stools in one piece. Slope sills for wash. Form snap in glass stops, closure molds, weather stops, and flashings of extruded PVC for tight fit into window frame section. Form weather stop flange to perimeter of unit. Fabricate components with minimum clearances and shim spacing around perimeter of assembly,yet enabling installation and dynamic movement of perimeter seal. Arrange fasteners to conceal from view. Permit internal drainage weep holes and channels to migrate moisture to exterior. Provide internal drainage of glazing spaces to exterior through weep holes. Shop glaze window units E NI SEU Exterior Surfaces: White Interior Surfaces: White EXECUTION Verify site opening conditions. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Scctio,o. INSTALLATION Install window frames, glass and glazing in accordance with manufacturers instructions. Attach window frame and shims to perimeter opening to accommodate construction tolerance, and other irregularities. Align window plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work. Install sill and stool Provide thermal isolation where components penetrate or disrupt building; insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. Coordinate attachment and seal of perimeter air and vapor barrier materials. Install perimeter sealant ,backing materials,and installation criteria in accordance with Section 079M. CLEANINU Remove protective material from pre-finished surfaces. Wash down surfaces with a solution of mild detergent in warm water, applied with soft. clean wiping cloths. Take care to remove dirt from corners Wipe surfaces clean. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacturer. END OF SECTION M►(, ARC1,1111?CTS, AIA FER 1992 PAGE:i +nte tie wr # s A KEl BANK SERVICE CENTER REMODEL 08710 Finish Hardware SECTION 08710 - FINISH HARDWAR General Hardware Rc - incmer�,g: Acceptable Manufacturus/Products: Acceptable manufacturers for various types of products are listed below. An asterisk (*) following a manufacturers name designates manufacturer whose products are indicated in Finish Hardware Schedule. Such products are listed in the schedule by specific reference to manufacturers catalog numbers. Except as otherwise indicated, products of equivalent quality, design and function by other listed manufacturers may tr used, subject to approval of Architect. Submit Iinal hardware schedule organized by "hardware sets", to indicate specifically the product to be furnished for each item required on each dow. Furnish. templates to each fabricator of doors and frames, as required for preparation to receive hardware. For fire-rated ooeaintts provide hardware tested and listed by UL or FM (NFPA Standard 80). On panic exit devices, provide UL or FM label indicating "Fire Exit Hardware". Submit samples of hardware items, showing each required finish from each manufacturer (for acceptance of color and texture only). F n sh and base material designations arr indicated in accordance. with ANSI A156.18 or the nearest traditional U.S. commercial finish. Where base material and quality of finish are not otherwise indicated, provide at least the commercially recognized quality specified in ANSI A 156 series standards applicable to each particular type of hardware. Hinges and Pivots: Mfrs. of Butts: Hager, Lawrence, McKinney, Henry Soss, Stanley*. Provide full-mortise type hinges on each door, except as otherwise indicated, and except as otherwise needed for proper support and operation of doors. Provide stainless steel pins, except steel pins with steel hinges; non-removable for exterior and public interior exposure, non-rising for non-security exposure, flat button with matching plugs. Plain-bearing, Function: Swaged, inner leaf beveled, rounded corners; except provide hall-bearing for doors equipped with closers. L.sts.L. LaLchcs._ansi_.bAdL: Mfrs. ofLyck/Latch Sets Includir�_-.yhn rs.: Arrow, Corbin, Falcon*, Kwikset, Rvsswin, S.trgent, Schlage, Yale. Strikes: Wrought box strikes, with extended lip for latch bolts, except open strike plates may he used in wood frames. Provide dust-proof strikes for foot bolts. Locks: Equip lock sets with 6-pin tumhler type lock cylinders, ir, a masterkey system, to he designated by Owner. WDG ARCHITECTS, AIA FEB 1992 PA(J i 7wa ' q_9 sW W-1RWAM"NUFMAK14 08710 HMO Hardware _^ KEY BAI K SERVICE CENTER RF,MODEL onstructi t _ Lecke: Eithcr temporary cylinders for construction period, or temporary ( . istruction keying which is automatically voided through use of Owners' keys. Provide 3 chanize keys for eac) lock, plus 5 rnasterkeys for each master key system. Stamp keys "DO NOT DUPLICATL". Provide key control system, including metal cabinet with 150% capacity, envelopes, labels, tags, clips, forms, card index and markers; standard system with keys installed and index prepared by key control manufacturer. Push/Pull Unite: yrs. of Push/Pull Units: Baldwin. Builders Brass Works. Cipco, Russwin, Triangle Brass Ives*. Door Control Qeviccs L�1CL5. Lf �Lv SIS? 4r Corbin, Donna, LCN*. Norton, Rixson-Firemark, Russwin, Sargent ale. WIL Of liolders, Stgys_Burners: Baldwin, Builders Brass Works, Cipco, Corbin, Glynn- Johnson, Ives*, Quality, Sargent, Stanley, or Triangle Brass. Yrovide ercy rubber exposed resilient parts. Finish exp_ sed metal to match hardware, except finish floor plates to match thresholds, terra/zo stripping or similar floor finish. Provide res ssrrt wherever possible, to receive insert of resilient, stone or terrazzo floor finish. iz r _- mount un„j_U indicated or, if not indicated, to comply with mfrs.'s recommendations for the exposure condition. Reinforce the substrate as recommended. Wherc Vast tl_Icl-arm cloil'fs are indicated, provide units one size larger than recommended for standard-arm units. .Silencer: Provide silencers in metal door frames, unless not permitted for fire rating, or unless humper•type weatherstripping is provided; 3 per single-door frame, 4 per double door frarnc. Coord nalcia: Provide coordinator device for pairs of doors with closers, wherever there is the possibility of leaves closing in wrong sequence. Miscellaneous Door� r w Fabricate _ latee and edge irin units 1/16" to 1/2" smaller than actual door dimension Install with self-tapping screws. Provide .050" thick (18 &a ) stainless steel with beveled edges and No. 4 polish for kick plates, armor plates, and edge protection stripping (regardless of finish or other hardware). .NLfrs. 0f Bi fold Door lir ware : Lawrence, or Stanley*. PAGE 2 FER 1992 Wl)(; ARCHITECTS, AIA KEV BANK SERVICE; CENTI-,R REMODEL 08710 Finish Hardware Threshsild.t: frs. _I Thresholds: Pemko, Reese*, Zero. Provid :x1rU_". Iuminum threshold of type, design and profile indicated. F,ovidc non- corrosive fasteners. Instal_ ation: Hardware Mounting Heights: Door and Hardware Institute "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames", except as otherwise indicated. J-ujaII each hardware item to comply with manufacturer's instructions and recommendations. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene mastic sealant. Remove excess sealant and clean adjacent surfaces. Hardware A�j�t;tmenf: Return to project one month after Owner's occupancy, and adjust hardware for proper operation and function. Instruct Owner's personnel in proper rnaintenancc and adjustment. Hardware Sc11eduic: Group 1 i n v I c duor ulur�i�te s r fro it I ea cylinder 996 (verify) 613 1 ea thumbturn 4('66 313 I set push /pulls To he selected 1 ea threshold 2oo5 A 36" Group I-A.�amc as Group 1: no threshold, tly, cylinder SrL),up 2-Doublc_Sdoor opening store tont I ea cylinder 986 (verify) 613 1 ca panic 3347 TL 525 1 ca panic 3347 625 2 ea closers 4041 DA 689 1 ca threshold 2005 A 64" 2 ea drop plates 4040-PA 19 689 2 sets push /pulls to he selected QrQuIl 2-A, same as Grp n threshold, no cylinder croup .1-Single gxtcrior dour 1 ea cylinder 951 625 1 e3 exit latch panic 99 TP 615 Balance re-use existing, contractor to paint closer. Group 9=25) min. corridor oj2enipy. Lacked 1-1/2 pr butts FBB 179 4-1/2 x 4-1/2 651 1 ea lock LY 501 DG 625 1 ea closer 1461 689 1 ea stop 407-1/2 S 32 1 set gasket S 88 D 17 WM, ARCHFIECTS, AIA FEB 1992 � PACE 3 i 08710 FInISh Hardware KEY BANK SERVICE CENTER REMODEL .�ilS1.LR�-2Ci min.�prri�,� o�cn�, Lam 1-1/2 pr bulls FBB 179 4-1/2 x 4-1/2 651 1 ca latch LY 101 DG 625 1 ca closer 1461 689 1 ea stop 407-1/2 S 32 1 set gasket S 88 D 17 Grown _ __ rnTr'1�_nr )nPTlirlp_ �njtpt RUom 1-1/2 pr butts FBB 179 4-1/2 x 4-1/2 651 1 ea latch LY 101 DG 625 1 ea closer 1461 689 1 ca stop 407-1/2 S 32 1 set gasket S 88 D 17 1 ea kick plate 16" x 2" LDW 629 Si.[SLtBL_Zltttcrior g cnin`i_nr4ntl 1-1/2 pr butts F 179 4-1/2 x 4-1/2 651 1 ea lock F 521 DO 625 1 ea stop 407.1/2 S 32 3 ea silencers Brown felt S'iroon 8-Int ri lr 1p�inl; L itc hr,i I ea hulls F 179 4-1/2 x 4-1/2 651 `- ca latch F 101 DG 625 1 ca stop 407-1,2 S 32 3 ea silencers Brown felt Gi_roup 9-Pr 9lA' _ Firc Do41rs 3pr butts FBB 179 4-1/2 x 4-1/2 651 1 ea Panic 9927L.-F 1 ea Panic 625 9927E0-F 625 2 ea closers 4041 DA b89 Coordinator 4698261) 651 Astragal 3575 P 84" 629 2 ea Magnetic H.O. FM 999 24VDC SA 4 ea Siiencers 70 END OF SLV SECTION 08710 PAGE I FFR 1992AIA w111 'Alf 'i AfY � w� 'Ay Aq KEY HANK SERVICE CENTER REMODP 03800 Glass And <;Iazln� SECTION 0880(2-SAND Q A IN ' eneral: rlazine Standard: Comply%vith FMGA "Glazing Manual" and "Sealant Manual". Safe Sil�in>: ; : Comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category 11 materials. L-, Resistance Rates Wire(1J=: Provide UL-labeled and listed products,identical with those tested per ASTM E 163 WL 9). I�yyj Glass ujjfi ration Pr gQ ratty: Provide insulating glass units complying with requirements indicated which are permanently marked with certification label of the following inspecting and testing agency: Insulating Glass Certification Council. Associated Laboratories, Inc. Pres 2i15tr,,li ►t] S at:utt-Su cLratc'Tests' Submit cl tis and glazing substrate materials to manufacture:of glazing sealants for testing to determine if primers r required and for sealant compatibility. �;►mai l In addition to product data submit the following: SW)Jk�of each glass indicated,excep! for clear single pane units, and of each type of sealant or gasket exposed to view. Ccrtifiulci of compliance from glass and glazing materials manufacturers. Test reo�►rts for sealant-suhctrate adhesion and sealant compatibility. Glass ManufactUIOJi : Subject to compliance with requirements, provide products by one o! the following: AFG Industries, Inc. Environmental Glass Products Div. Falconer Glass Industries. Ford Glass Div. Guardian Industries Corp Hordis Brothers, Inc. Independent Insulating Glass. LOF Glass, Inc. PPG Industries Inc. Saint Gobain/Euroglass. Spectrum Glass Prod. Div., H.H Robertson Co. Sites: Fabricate glass of thicknesses indicated and to sizes required for glazing openings indicated,with edge clearances and tolerances complying with recommendations of glass manufacturer. WIM ARCHITECTS, AIA FF,It 1992 r 08800 Glass And Glazing KEN BANK SERVICE. CENTER_ REMODEL PriniaU Glass Pmd": Comply with ASTM C 1036 for the following: i Clear float QJ=: Type I,class 1,quality q3. Tintcd Float QUIs.s: Type 1, class 2.Quality q3; of manufacturer's standard tint and with visible light transmittance and shading coefficient indicated,respectively,below: -Qr,y: 41-43 percent, 0.67-0.69. Refer to insulating glass requirements for Lint and performance requirements of assembled units composed of tinted glass,coated or uncoated. li 8 Form 1 p4]1,�hcd Wire Glass: Type Il, Class 1, Quality y complying 1 in g Y b with ANSI Z97.1; 1/4" thick;of mesh indicated below: 1 Mesh m2 -square. Mirror Glass: Select quality 1/4 inch plate mirror,electrolytically copper plated. All edges polished. Install where shown in Toilet Rooms using Miracle adhesive by Miracle Adhesive, To Inc., or approved. Uncoated Heat-Treated Glass ra{ pct': Comply with ASTM C 1048 and with manufacturing process indicated for the following: Clem Tempa%%Float Glas': Kind FT,Condition A,Type I,Class 1, Quality q3. inted Tr.n r� JFloat Glass: Kind FT,Condition A,Type 1,Class 2,Quality y3,and as follows: Match tint and performance characteristics specified for tinted float glass. Manufacturing Procell: Horizontal (roller hearth)with rollwave distorsion parallel to bottom edge of glass as indicated. sled Ins ii�t rr1;1 �11t its• Gcrls�l: Comply with requirements of ASTM E 774 for Class A units and the following: pu(m1�characteristj�indicated are those of units anal are based ori manufacturer's pt, hest test data for units with I I I" thick panes and 1/2" thick air space. U-values are indicated in Btu per )t hr. per sq. ft. per deg I difference. For propertics of individual glass vanes making up units, refer to priduct requirem(nts specified ) elsewhere in this section applicable to types, classes, kinds and conditions of glass products indicated. Provide heat-treated nagca of kind and at locations indicated and as recommended by glass manufacturer for application indicated. Thickness of Fach Pane: 1/4". Air, oa"jli knm: 1/2". Scaling Syslcny Manufacturer's standard. Spacer Material: Manufacturer's standard metal. PAGE 2 FER 1992 WDG ARCHITECTS, AIA KEY BANK SERVICE CEN'T1FR REMODEL OR800 Glass And Glailn Tinted Scaled Ins Matin '1 �Qlt&: Units composed of tinted float glass for exterior pane, clear float glass for interior pane; and as indicated below. Install at all exterior glazed openings. Gray-tintT cd float efass with overall unit performance of 36-37 percent visible light transmittance, 0.56-0.57 summer daytime U-value, 0.49 winter nighttime U-value of 0.49, 0.54-0.55 shading coefficient and 8 percent outdoor reflectance. Tintcd Scaled Insulating As above with the appropriate pane or panes tempered as required by code. •zipg al•nt: Comply with sealant and glass manufacturers for selection of glass sealants which sui; project application and installation conditions and which are compatible with surfaces contacted. Provide color of exposed sealants indicated or as ;elected by Architect. ] art No Acid Curinn ifi �inEyealant: ASTM C 920; Type S; Grade NS; Class 25; Uses NT,G, A, and,as applicable to uses indicated,O; and as follows: Low Modulo: With additional capability to withstand an increase or decrease in joint width of 50 percent of joint width and a tensile strength of 45 psi or less per ASTM D 412 at IM percent elongation after 14 days at 77 deg. F(25 deg. C). Prgfornicd. I nc Gla.,ine Ja": AAMA 804,I, with or without continuous spacer rod as recommended by manufacturers of tape and glass for application indicated. astSnrcric ssions�llQstk�_l : ASTM C864,extruded or molded neoprene,EPDM,or thcrmoplasti� pc)lyolefrn rubber. Cleancts.P ifl r:at d Scalers: Type recornm^_nded by manufacturer of sealants/gaskets. 131oc ks andS_nacer : Neoprene, EPDM or silicone as requirref for compatibility with glazing sealants; of 80 to 90 Shore A hardness for setting blcx:ks and, for spacers and edge blocks,of hardness recommended by glass and sealant manufacturer for application indicated. ComnrClosed-cell or waterproof-.jacketed rcxf stack o'Fvnthetic rubber or plastic foam, r-10 psi compression strength for 25 percent compression. Szl.�lr�s1;311;11t m�((31azingl: (je n r•j: Comply with referenced FGMA standards and instructions of manufacturers of glass, glazing sealants, and gaskcts,to achieve airtight and watertight performance,and to minimize breakage. Prote41_V141s frt dAWM,.y during handling and installation. Inspect glass during installation and discard pieces with edge damage that could affect glass performance. & ni s "twith uniformity of'pattem,draw,berw and similar characteristics. Projc,U glass from contact with contaminating substances resulting i'rom construction operations; remove anN such substances by mcthod approved by glass manufacturer. Waah glass on both face not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion. Wash glass by method recommended by glass manufacturer. END OF SI-V SECTION 088M WDC ARCHITECTS, AIA FF.II 11992 PAGE. ,l KEV HANK SERVICE CENTER RF.MODF,L 09150 Gypsum Drywall SECTION()9250-GYPSU.LvLMYWALL CLQU f' : Vie-Resistance RaL": Provide gypsum drywall construction fire-resistance ratings indicated,conforming to assemblit inspecting and testing organization ac(xptable to authorities having jurisdiction. Products ManufactureEs: Subject to compliance with requirements,provide gypsum board and related products by one of the folio Georgia-Pacific Corp. Gold Bond Building Products Div., National Gypsum Co. United States Gypsum Co. Gypsum Board: Provide gypsum board of types indicated in maximum lengths available to minimize end joints: cd Gypsum Bow: ASTM C 36, thickness:5/8 inch. Iypg: Regular,u,,Icss otherwise indicated. Ty.M: Type Y or tire-resistance-ralcd assemblies. W: Tape.-d. Gypsum Backing Board for Multi-Lavu =Ut;at DmASTM C 442 or A 36,thickness: 5/8 inch. Type: Type X for tire-resistance-rated assemblies. Watcr-Resit ASTM C 630,thickness. 5/8 inch. ly=: Regular, unless otherwise indicated. ExIri m Gypsum : ASTM C 931,thickness: 5/8 inch. TN4K- Type X for fire-resistance-rated assemblies. Rim Accessorics: ASTM C 840: mfr's standard trim accessories, including comerbead and edge trim of bead, concealment in joint compound. Provide zinc-alloy cornerbead arid edge trim for exterior gypsum board. Provide one-piece control joints with 1/4 inch wide by 7/16 inch deep vee-shaped slot,covered with removable extruded vinyl as rec•ommendcd by gypsum board mf'r. Gypsum Board Joint Treatment Malerialti ASTM C 475 and ASTM C 840,and as follows: 14WJJ=: Paper reinforcing tape, unless otherwise. indicated. Use open-weave glass fiber tape where recommended by gypsum board mfr with use of setting-type joint &IUB-•I*ylx Joint Compound: Factory-prepackaged,job-mixed chemical hardening fx)wder products formulate, Drying T'v J9i n omooelt�;: Factory-prepackaged,vinyl-based products complying with the following ree,uit Ready-Mix Formulation: Factory-premixed. ring ccn)pOun d formulated for embedding tape and first coat over fasteners and flanges ol'corner bead, Topping compound formulated for fill (2nd) and finish(3rd)coats. All-i;uM)s".j)ILgX n� formulated for use as both taping and topping compound. %k'D(; ARCHITECTS, AIA FI1,11 1992 ----� - ---�— PAGE 1� 09250 Gypsum Drywall KFV BANK SERVICE CENTER REMODEL Mil;cll n o s Materials: As follows,recommended by gypsum board mfr: laminating Adhesives: Product recommet.ded by gypsum board mfr. F stoning Adhesive for W xxi: ASTM C 557. Gypsum LBoud Screws: ASTM C 1002. C1YPsuun Board Naiis: ASTM C 514. on sled Acoustical Sealant: Comply with requirements specified in Division-7 Section "Joint Scalers." found Attcnuaticr�j; ASTM C 665,Type 1,unfaced mineral fiber blanket insulation. Executio�� �� 1Jo not commence work until moisture content of wood framing is below 19%. Install supplementary fr ening,runners, furring, blocking and bracing at openings and termioaIions in gypsum dri support of other work which cannot be adequately supported on gypsum board alone. L1WU and finish synsrd tt,comply with ASTM C 840 and as follows: lastall control io t wherever cracking is likely to occur due to bad concentrations or movement of substra locations with Architect prior to installation. 1=c2tIR'L_ ' inC construction for gypsum boards at internal corners,except where special isolation or edge trim i! 1M tll sound attcnuaUQn blankets where indicated.without gaps; and support where necessary to prevent movem l_rlstall cxtcric)r gypiun bQT for exterior ceilings and soffits where indicated. SM-W gypsum board to wood supports. r w both layers to supports where double-layer work is indicated or otherwise required, QUwall Finis,",: Apply joint tape and joint compound at joints between gypsum boards. Apply compounds flanges,penetrations, fastener heads and surface defects. Install corm n in 3 coats(plus prcfill of cracks where recommended by mfr); sand between coats and Lifif? it n �t Coat: Ready-mix drying type all-purpose of taping compound. Fi►_Is ss LCIW: Rcady-mix drying type all-purlxnc or lopping compound. FiJ11by t I hirdl CM: Ready-mix drying type all-purpose or topping compound. Treat water-resistant gypsum board joints, fastener heads,cut edges and penetrations in water-resistant b gypsum board mfr's directions. Finish exterisn_�;y�5unt soffit board with tape and setting-type joint compound to comply with gypsum b END OF SLV SECTION(1925(' PAGF: 2 F'ER 1992 -� N'Itt; ARCNITFCTS, AIA ger a w � +v � � ws •w ;w KF,Y RANK SERVICE CENTER RFMODEL 09510 Acoustical Ceilings 1;FCTIQN 09510-ACOUSTICAL ' .n INaS General: AS:=ical Panel ad Tile Standard: FS SS-S-118. Acoustical SU �cm Svstcja_atandards: ASTM C 635 for materials,ASTM C 636 for installation. Surface$urninLCharacteristic : 25 or less for flame spread,50 or less for smoke developed,per ASTM E 84, 1 Eire-R raistanee-Ratings: As indicated per ASTM E 119 and as indicated by reference to design designation in UL "Fire Resistance Directory", 1 ,51 bmittals: In addition to submission of product data for each type of acoustical ceiling unit and suspension system required,submit the following: 6" square samples of each type of acoustical unit required. Set of 12" long samples of exposed runners and moldings. diver extra ma+serials to Owner. Furnish extra materials matching products installed and equaling 2.0%n of acoustical units and a .posed suspension members installed. Package materials in protective covering and identify with appropriate labels. Products: I_vlincral Com iti��'; ly_ WateC_Feltcd�witll Standard Washable Painted Finish: Fissured and Perf crated I,;urn with Rectilinca, ScoriU! S:on fiwuration: Type A; Divided to simulate 24"by 24"squares Type B: Divided to simulate 6"by 6"squares Type C: Divided to simulate 6" wide linear strips. Colorlil ht 9ctlectance: White/1,R 1 (75%r and over). Grade: NRC .50-.60 ' STCSTC RanUu: 30-34. ;-t1Ee I)w_d: Reveal. 11Ls�: 24"by 48., Products. Subject to compliance with requirements,provide the following: Type A: "Second Look" If Lay-In, Armstrong World Industries, Inc. Type B: "Second Look"1V Lay-in, Armstrong World Industries, Inc. Type C: "Second Look" III Lay-in, Armstrong World Industries, Inc. I WUG ARCNITF.('TS, AIA ---�— FE11 1992 PAGE 1 09510 Acoustical Celllntts KEY BANK SERVICE CENTER REMODEL Metal Direct-Hung Susignsion Systems: Direct-hung systems,roll-formed from prefinished cold-roiled steel sheet,with hanger wire,altachmcn!devices and edge moldings and trim. Non-Fire-Resistance-Rated Exposed Double Wrb Steel Suspension Sysiern with 15/16" Wide EEx,pQscd Farms: Structural Classiji cac tion: Intermediate-Duty System. finU: Painted, white. Face Desien: Flush faces without slot or reveal. Manufacturer: Subject to compliance with requirements, provide products of one of the the following: Chicago Metallic Corporation. Donr.Corporation. Eastern Products Div., Armstrong World Industries, Inc. National Rolling Mills, Inc. Prig.atlal1 m L,UQul: Balance ceiling borders on opposite sides,using more-than-half-width acoustical units. Totem%&: 1/8" in 12'0" level tolerance. Caurn Direction: One-way,align joints. Skj, C ion System: Secure to building structure, with hangers spaced 4'-0" along supported members. jie Moldines: Secure to substrate with screw anchors spaced 16"o.c. Miter corner joints. Cols exVQsed.ssJg,(,,b of intersecting exposed suspension members to produce flush intersections. Insall acoustil lily with suspension flange at each joint. Retool cut edges for continuous reveal. Placc comnr ''i )n s rR iness 12" o.c. in edge moldings of sispended tile systems. END OF SLV SECTION 09510 PACE 2 —�� FF11 19921992 %%'1)(; ARCHIP.CTS, AIA KEY BANK SERVICE CFN'UFR REMODEL 09650 Resilient Flooring SECTI N Q 65SZ--RESILIENT FLOORiNQ Submittals: With manufacturer's product data and installation instructions,submit the following: Samples of each type, color and pattern of resilient flooring and accessories; 6" x 9" for sheet flooring, and 2-1/2" long for accessories. Maintenance instructions for each type of flooring. (Mors and Patterns: As selected by Architect from manufacturer's standard colors and patterns. Filled Vinyl Shcst with Backing: FS L-F-475, Type II, Grade A: manufacturer's recommended static load limit of 100 psi; 72" minimum sheet width. Manufacture1: Subject to com;,iiance with requirements,provide product manufactured by Armstrong World Industrie:,, Inc. �tr�Wall Naso: FS SS-W-40, Type I; 4" high; 1/8" gagc; with matching end stops and preformed comer units: standard top-set cove; unless otherwise indicated. (resilient Stair Treads: Single-piece units for width of stair or equal-length units if tread width exceeds available manufactured lengths. ftoyide rub.U" treads, FS RR-T-650,Type B, Class 2; size and style as selected. Resilient Stair R r . Single-p-eco: risers for height and width of stair risers,or equal-sized units if riser width exceeds available manuf,,ct^red lengths. Novi e rubbu risers to match treads, Resili n r'r,�z rSkirl: Cut to match riser and tread profile and to meet wall base height, of same material and color as base unless otherwise indicated. RIL�llicnt Uge Strias: Not less than 1" width: 1/8" gagc; tapered bullnose edge, color to match flooring or as selected by Architect. Install L : Comply with flooring manufacturer's recommendations for iypc(s) of materials, project conditions,and Intended use. Qsan floors and apply leveling.:ompound and substrate primer if required, in accordance with flooring manufacturer's instructions. �+t: 1SS1� rucrirlg to make as few seams as possible will) economical use of materials. Follow manufacturer's recommendations for matching color shading and pattern at seams. Build integral flash cove, including cove supporting binding strip, in accordance with manufacturer's instructions. Apply NvjAll base in lengths as long as practicable to walls, columns, and all permanent fixtures where indicated. Mitered outsid,- corners not acceptable. At stairway ,apply resilient accessories in strict compliance with manufacturer's installation instructions. Fill voids at nosing with epoxy calk. Inst ll re inn gC griyS at edges of resilient nooring which would wherwisc lie exposed. Ckan floors and accessories after installation. END OF SLV SECTION 09650 WD(; ARCHITECTS, AiA FEB 1992~------ PAGE i *gym w w �a w w w w w 09680 CarpetlnK KEY BANK SERVICE CENTER RE1�OUL SECTION 09680- CARPETING General: Carpet will be furnished and installed by seperate contract(by Owner). General Contractor to be responsible for coordination and scheduling the installation by the Owner's Carpet Installer. END OF SLV SECTION 09680 I t�l►t: :1Rc'HITEt'TS, AIA V1,11 1992 PAGE 1 KEY BANK SERVICE, CENTER REMODEL 09900 Palntinit SECTION 09900 -PAINTING Submittals: Prior to beginning work, Architect will furnish color chips for surfaces to be painted. In addition to manufacturer's data, application instructions, and label analysis for each coating material, submit samples for Architect's review of color and texture only. Resubmit samples if requested until required sheen,color and texture is achieved. On actual wall surfaces and other building components, duplicate painted finishes of acceptable samples,as directed by Architect. Description of Work: Painting and finishing of interior and exterior items and surfaces,unless otherwise indicated. Work Not Included: Unless otherwise indicated, shop priming of ferrous metal items and fabricate I components are included un0cr their respective trades. Pre-finished items,such as metal toilet partitions, acoustic material and the like, arc not included. Unless otherwise indicated, painting not required on surfaces of concealed areas except for piping, equipment and other such items within the concealed spaces. Finished metals such as anodized aluminum, stainless steel, bronze, and similar metals will not be painted. Do not paint any moving parts of operating units, or over any equipment identification, performance rating,name or nomenclature plates or code-required labels. Drlivcry and IorauC: Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where indicated in accordance with nutnufa:turcr's instructions. J.Qb_LOLIi=: Do not apply paint in snow, rain, log or mist o: wl„-,i relative humidity exceeds 85%. Do rot apply paint to damp or wel surtaces. Acceutabl.g_ManufaUur_uL Subject to compliance with requirements,manufacturers offering products which may be incorporated in the work include,but are not limited to ,the following: Benjamin Moore and Co Pratt and Lambert Miller Paint Co. jolection: Protect work of other trades. Correct any painting related damages by cleaning,repairing or replacing, and refinishing, as directed by Architect. CyQrdination: Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of anticipated problems using specified coatings with substrates primed by others. Surl.ace Pre ara ion: Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate.condition. Removv,hardware and accessories,machined surfaces, plates, lighting fixtures and similar items and not to be finish-painted or rovidc surface-applied protection. Reinstall rcntovcd �n place . p P PP items and remove protxtive coverings at completion of work. Prepare semen c2U1 surfaces of concrete,concrete block and similar materials to be painted by removing effloresc;n ce, chalk. dust, dirt, grease and ails, and by roughing to remove glaze. Determine alkahir,v and moisture content of surfaces to be painted before beginning painting. Do not paint ov:, surfaces where alkalinity or moisture content exceeds manufacturer's recommendations. Seal wood required to be job-painted. Prime edges, ends, face, undersides and backsides of counters, cases, cabinets, counters, etc. Use spar varnish for backpriming where transparent finish is required. Backprirrte exterior bevel siding. Seal tops, bottoms, and cut-outs of wood doors with heavy coat of vamish or similar sealer immediately upon deliver,to job. W IM ARCHITECTS, AIA FEB 1992 — — — PAGE. 1 w6ill ! ! ! !19900 PaInrtn& KFY [TANK SERVICF, CENTER REMODEL n- fcrzQys surfaces which arc not galvanized or shop- coated. Remove oil, grease,dirt, loose mill scale and c-ther foreign substances by solvent or mechanical cleaning. Touch-up shop-applied prime coats wherever damaged. ��'' ��,,,�,,���� ���� I ani- s�rf�- s free of oil and surface contaminants with non-petroleum based solvent. 1 ,�tiaLL.j�S Material LQV a11S)L: Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. pjsajjQp: Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators,and techniques best suited for materials and surfaces to which applied. AnDly additional cwhen undercoats,stains or other conditions show though final paint coat, L= until paint film is of uniform finish,color and appearance. L'�llll�l faces behind tnQvable equjPmclli wid furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only be fore equipment is install:d. Pait)t interior surfac's , , where visible through registers or grilles, flat,non-specular black. rij nLb sides of access panels, and removable or hinged covers to match exposed surfaces. •► i lightly between succeeding enamel or varnish coats. QMU it• .coat (mimes) on metal surfaces which have been shop-primed and touch-up painted, unless otherwise specified. BP1v orin_T �c at to material which is required to be painted or finisher!, and which has not been prime coated by others. Anoly each materia at not less than manufacturer's recommended spreading rate,to provide a total dry film to thickness of riot less than 4.0 mils for entire coating systern of prime and finish coats for 3-coat work. hr vviuc a total dry film thickness of not less than 2.5 mils for entire coating system of prime and finish coat for 2-coat work. Completed Work: Match approved samples for color,texture and coverage. Remove,refinish or repaint work not in compliance with specified requirements. SCHEDULE-Eh fERIOR SURFACES A Wood - Painted Opaque: 1. One coat of alkyd primer scaler. 2. Two coats of alkyd enamel,semi-gloss. B. Pavement Markings: 1. One coat of traffic paint,Chlorinated rubber-alkyd type,AASNTO M-248,white. C. Concrete: 1. One coat of primer scaler: alkyd. 2. Two coats of alkyd enamel, eggshell. D. Gypsum Board Soffits 1. One coat of primer seater : alkyd. 2. 'Two coats of alkyd enamel,eggshell. I PAGE 2 FEIt 1992 %1'U(; AR('IIITI;('TS, AIA I KEY BANK SERVICE CENTF R REMODEL 09900 Patntlnit E. Steel - Unprimed: 1. One coat of alkyd primer. 2. Two coats of alkyd a;camel,gloss F. Steel - Shop Primcd: 1. Touch-up with zinc chromate primer. 2. Two coats of alkyd enamel,gloss. G. Steel -Galvanized: 1. One coat galvanize primer. 2. Two coats of alkyd cnam.'i, gloss. SCHEDULE- INTERIOR SURFACES A. Wood -Painted: 1. One coat of alkyd prime scaler. 2. Two coats of alkyd enamel,eggshell. B. Wood -Transparent: 1. One coat scaler. 2. One coat of varnish,satin. C. Concrete Floors: 1. Two coats of alkyd floor enamel,gloss. D. Gypsum Board: 1. One coat of alkyd primer sealer. 2. Two coats of alkyd enamel,eggshell. END OF SLV SECTION 099M wD(, ANi'Ill]rFsCTS, AIA FEB 1992 NAGE 3 KEY BANK SERVICE CENTER REMODEL 10160 Toilet Partitions SL TIQN 10160-TOILET PARTITIQMi Submittals: Manufacturer's data and installation instructions. ManufacturersSjj llrjn:proodtl�,U to comply with the requirements for metal toilet partitions include the following: Accurate Partitions Div., United States Gypsum Co. All American Metal Corp. American Sanitary Partition Corp. Ampco Products Inc. Flush-Metal Partition Corp. General Partitions Mfg. Corp. Global Steel Products Corp. Knickerbocker Partition Corp. Sanymctal Products Co. Sheet Steel: ASTM A 591,Class C.galvanized-bonderized,of following minimum thicknesses: Pilasters(Unbraccd): 16 gage. Panels and Screens: 20 gage. Doors: 22 gage. Concealed Reinforcement for Anchorages: 12 gage. Core Material: Manufacturer's standard sound-deadening,honeycomb, impregnated Kraft paper core. Pilaster Shoes: A1S1 Type 302/304, 20-gage stainless steel, 3" high, finish to match hardware. Furnish shoes at ca h pilaster. Stirrup Bra j-=: Manufacturer's standard,non-ferrous alloy with satin chrome finish. Hardware and Accessories: Manufacturer's standard, heavy-duty operating hardware and accessories, non-ferrous cast alloy with satin chronic finish. p►nchor es and Fasteners: Manufacturer's standard theft-proof exposed fasteners, finished to match hardware. Fabrication: Pressure laminate face sheets to core,edges scaled with continuous locking strip or lapped and formed edges. Miter and weld corners with welds ground smooth. Furnish units with cut-outs,drilled holes, and iniernal reinforcement to receive partition mounted hardw.re, acccscorics, and grab bars, as indicated. Doors and P : Not less than 1" thick units, size shown. Floor-SupportedPilaster : 1-1/4" thick, with galvanized steel anchorage complete with threaded rods, lock washers, and leveling nuts. Overhead-Braced Pilasters: 1-1/4" thick, with galvanized steel floor supports and leveling bolts. Overhead brace,continuous extruded aluminum tube, anti-grip design with clear anodized finish, unless otherwise indicated. Set and secure brace into top of each pilaster. Wall-Suonoried Pilasters'. Not less than 1-112" thick units,intemally reinforced to support divider panels. W I }iutlg Screens: 1" thick units, size as indicated,of same construction and finish as partition system panels. Provide brackets,base anchorages and shoes to match compartment units. HaEdware and Accessories: Furnish for each door,as follows: WDG ARCHITECTS, AIA FEB 1992 PAGE I WA MW• ■n 10160 Toilet Partitions KEV BANK SERVICE CENTFR REMODEL ' Hinges: Either surface-mounted or cutout inset type,adjustable to hold door open at any angle up to 90 deg. Latch and e&=: Recessed latch unit, with combination rubber-faced door strike and keeper. Coat Hook and guni=: Manufacturer's standard unit,rubber-tipped. ' L�uyr Pulls: Manufacturer's standard. Baked Enamel Finish: Manufacturer's standard,color as selected from mfrs. standard colors. 1 Installation: Install partitions rigid, ztraight,plumb and level in accordance with manufacturer's printed instructions. Set units with not more than 1/2" between pilasters and panels,and not more than 1"clearances between panels and walls. ' Hardw, Adjust and lubricate hardww-c for proper operation after installation. Set hlnves on in-swinx doors to hold open approximately 30 deg from the closed position when unlatched. Set hinges on out-swing, doors to return to fully closed position. ' Wall-Mounted Screen! Attach with heavy-duty,concealed anchoring devices, including wall channels, wall plates and studs as recommended by manufacturer. CleaniMAn Final A�stntents: Perform final adjustments to leveling devices,door hardware,and other t operating parts. Clean exposed surfaces and touch up minor finish imperfections using materials and methods recommended by partition manufacturer. Replace diunagcd units which cannot he satisfactorily field repaired, as directed by Architect. 1 END OF SLV SECTION 10160 i 1 1 I PAGE. 2 FFB 1992 W!?G ARCHITECTS, AIA KEY BANK SERVICE CENTER REMODEL 10522 Flre Extln ulshers Ceb., Access. SECTION 10522 - FIRFFXTINrrtrcu=oc !'enrwT I'S — --- UL Listed Products: Provide new UL-listed fire extinguishers bearing UL "Listing Mark" for type, rating,and classification of extinguishers indicated. 5YbMi11Q1.5: Submit product data and finish samples. 101;31&- Carbon Dioxide Inc.,Portland,Oregon, Mululfacturers: Subject to compliance with requirements,provide products by one of the following: J.L. Industries Johnson-Lee, Div. of W.F. Lee Cori), Larsen's Manufacturing Co. Muckle Manufacturing, Division of TechniLo,Inc. Waterous, Inc. L'xtineuishcr : Provide fire extinguishers of types required by code, and as indicated for each fire extinguisher cabinet and other locations required. Multntine Brack ; Manufacturer's standard, of proper size for type and capacity of extinguisher required. Provide brackets for extinguishers not located in cabinets. Fire Exting0.. Cabinets: Manufacturer s standard units of suitable size for housing fire extinguishers of type and capacity required and in public areas as follows. Submit proposed locations of cabinets to Architect for approval. Rcccssd_Cabinet Tye: Cabinet box recessed in wall to suit trim style indicated. Rxt7osed Trim: One-piece combination trim and perinicter door frame overlapping surrounding wall surface. Flat Trig : Square edges with 1/4"-1/2" backbend. ITAME Material: Enameled steel. 131412121e TYIN IkW AyR: One-piece molded plastic. L"IQU Flm 'llinfl of Fire Extir i�hr to provide uniformly Finished products. Provide color as indicat d, rly witli f not ndicatted al Finishes elected from manufacturer's standard colors h151'II Wit; In accordance with nl,:nuf::,ctu-cr's directions for type ofmounting required at height and locations indicated,or if not indicated, to comply with applicabic regulations of governing authorities.u Identify Firc Fxtine ish r jn Cabinet with lettering spelling "FIRE EXTINGUISHER" printed on door h}' process indicated below, as selected by Architect from manufacturer's standard letter sizes, styles colors and layouts. , FIND OF SLV SECTION 10522 «nt: ARc-HFrECTs, nln FF.It t4�,i-- PAGE 1 t KEY RANK SERVICE CENTER REMODEL 10800 Toilet & Bath Accessorle�z 5ECTION 1080()- TOILET AND BATH ACCI�5B __a 51tb1)liUa6-: Manufacturer's data and installation instructions. N1aaufaslirs,: Provide toilet and bath accessories as manufactured by one of the following: American Specialties,Inc. Bobrick Washroom Equipment, Inc. Bradley Corporation. McKinney/Subsidiary Kidde, Inc. General: Provide toilet and bath accessories as scheduled. Install units at locations and heights as indicated,plumb and level,firmly anchored,in accordance with manufacturer's instructions. 1 MatcriW : St finless Steel: AISI Type 3020304, with polished No. 4 finish, 22 gage minimum, unless otherwise indicated. )brass: Leaded and unleaded, flat products, FS QQ-13-613; Rods, shapes, forgings, and flat products with finished edges,FS QQ-B-626. Sheet Steel: Cold-rolled, commercial quality, ASTM A 366,20 gage(.040")minimum, unless otherwise indicated. Surface prcpat ation and metal pretreatment as required for applied finish. C,Llvanized Steel Sheet: ASTM A 527,G60. Ch p iutn Platine: Nickel and chromium electro-deposited on base metal, ASTM B 456,•type SC 2. Uidvaiiii,cd Steel Moor tiny- Devices: ASTM A 153,hot-dip galvanized after fabrication. Fasteners: Screws, bolts, and other devices of same material as accessory unit or of galvanized steel where concealed. Fabrication: General: Stamped names or labels on exposed faces of toilet and bath accessory units arc not permitted, however inobtrusive labels indicating manufacturer and model number are required on surface not exposed to view. Wherever locks are required for particular type of accessory, provide same keying throughout project. Furnish two keys for each lock,properly identified. Surfacc-Mountcd Accessories: Fabricate units with tight warns and joints,exposed edges rolled. Hang doors or access panels with continuo z piano Binge or minimum of two 1-112" pin hinges of same metal as unit cabinet. Provide concealed anchorage wherever possible. guessed Acces Qhu: FaN irate units of all welded construction,without mitered corners. Hang doors or access panels with full length stainless steel piano hinge. Provide anchorage which is fully concealed when unit is closed. lnstalladon� General: Install toilet acceFsory units in accordance with manufacturer's instructions, using fasteners appmptiate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations indicated. Adj=toilet ac cs. ories for proper operation and verify that mechanisms function smoothly. Clean and polish all exposed surf-:es after removing protective coatings. WDC ARCHITECTS, AIA FEB 1992 PAGE: 1 *�• � �r sr � 4a +sa sr +�t 10800 Toilet & Beth Acceszories KEY HANK SERVICE CF;NTER REMUDRL Toilet Ac•rsco� �s9J11�items arc haseri o_____t�Drc��„c�Rran�fa�•r �ed by Bobrick Seat Cover Dispenser(SCD): Surface mounted,one per stall, in Rooms 104, 105, 106; B-221 i Combinatien Unit(CU): Partition mounted, scat cover dispense,,toilet paper dispenser,and napkin disposal,dual access,one for each pair of stalls in Rooms 107; B-357 Toilet Paper Dispenser(TP): Surface mounted dual roll,one per stall in Rcx)ms 104, 105, 106; B-686 Sanitary Napkin Vendor(SNV): Recessed,one in each room, Rooms 105, 107; B-3503 Sanitary Napkin Waste Unit (SNW): Surface mounted in each stall in Room 105: B-270 Paper Towel Dispenser(PT-l): Recessed, one in each room, Rooms 104,105,106; B-394-' Paper Towel Dispenser(PT-2): Recessed,two in Room 107; Bradley model 2251 Soap Dispenser: Counter mounted, one per lavatory in Rooms 104,105,106,107; B-82216 Grab Bars: 'rwo per HC stall in Rooms 104,105: B-550706 END OF SLV SECTION 108M is 9 1'A( F 2z -----_�, FFR 1992 W11G ARCHITECTS, AIA �► est . ar w w w w KEY BANK SERVICE CENTER REMODEL 12390 Kitchen Cabinets SECT14N 12390 - KITCY,EN CABIf�11�TS Kitche Cabinet Standard: Comply with ANSI A161.1. Provide "Certified Cabinet" seal,of the National Kitchen Cabinet Association(NKCA),affixed to each unit in a semi-concealed location of each unit,evidencing compliance with above standard. CSS mt rtoR tanda,d: ANSI A161.2. Provide style and finish of cabinet hardv<are which is cabinet manufacturer's standard for the required cabinet style and finish. Sim. Shapes and lyncs: Provide the sizes and types of units as shown,complete with drawers,doors. shelves,compartments for appliances and fixtures,and special features as indicated. DdSi Li16: Except as otherwise indicated,nominal 24" depth x height re - ircd for 36" height of Finished counter-top. Over-Counter Wall Units: Except as otherwise indicated,nominal 12" depth x height required for ,op to be T-0" above floor. Product/Manu facturcr- Provide one of the following: M;t_qUf (a_Ursr: Benchmark Industries,or equal. fmituu: "Arcus" wood kitchen cabinets surfaced with plastic laminate bonded to par.icleboard core; in colorsselecled by Architeci. Coif ttc; jA2p: High pressure plastic laminate rni particleboard (3/4"), with built-up edges 0-1/2") and integral b ck-splash (4"); 0.050" thick general purpose plastic laminate, except 0.042" thick wherever post-fornung is required: low gloss finist.as selected by Architect. Ujistruction: Self-edged with top-mounted back-splash,eased edges. i •I iQn: Anchor cabinet units securely in place with concealed (when doors and drawers are closed) fasteners,anchored into structural support mem'iers of wall construction. Comply with manufacturer's instructions and recommendations fo. ,upporl of snits. Counter 7 ops: Attach counter tops securely to base units. Spline and glue joints in counter tops; provide concealed mechanical clamping of joint. Provide cut-outs for fixiures and appliances as indicated; smcxrih cut edges and coat with waterproof coating or adh:sive. i > Ice hardwa c installation and adjust doors and drawers for proper operation. END OF SLV `;L-('TION 12300 Vll)G ARCNITFCTS, AIA FFR 1992 _ PAGE 1 1W Arl MR a wr I W/ I •T � KVY HANK SERVICE CENTER REMODEL 12500 Window Treatment SECTION 12500-WINDOW TREATMENT Submittals: In addition to manufacturer's product data and installation instructions,submit the following: Samples of materials and finishes. Quality Assurance: Provide complete assemblies produced by oi,e manufacturer for each type required inc!uding hardware,accessory items,mounting brackets,and fastenings. Color : As selected by Architect from manufacturer's standards. �SI1aSidL�r'11I1L�.: Basic: Bid Item Mamifacturer's standard vertical blind unit complete with track system, operation mechanisms, louver blades and accessories, as follows: TrA-1systcm formed to accommodate indicated type of operating mechanism, with end caps,and as follows: Standard Duty Type TLiKk: Extruded aluminum channel with a min. width of 1-1/16" a:A a min. height of 1-1/4" A .QU"UM: Track at head only for frrc-hanging blinds. 5tccMil�_k_Ei i : Baked enamel finish system standard with manufacturer. }1YV MQdianism: Geared rotating;mechanism providing full synchronous 190 deg. rotation for each louver blade,operated as follows: Wand o r,4�c ation. hAv_er iMechanism: Assembly of carriers anJ linkages designed to maintain positive even spacing of louver blades,cord operated and as follows: Stand rd Dutvlype Carriers: Acetal-resin moldea glide-type carriers with anti-friction additive. LQ_Uv_ rr r BlAks: Size as selected, removable, attached to carriers with bracket, clip or hook as standard with manufacturer for type of blade and as follows: Material and Shan=: Exinufed polyvinyl chloride,flat. with headed edges. _Ty Solid. J_Dsialla(jszG__hrackets including mounting hardware as recommended by manufacturer for installation indicated Manufacturer: Subject to compliance with requirements, provide products of one of the following: Hunter Douglas, Inc. Levelor Lorentzen, Inc. Louver Drape, Inc. WIM ARCHITFCTS, AIA FEW1 1992 1':1G 1 Y� 12500 Window Treatment KEY BANK SERVICE CENTER REMODEL Horizontal Blinds: Alternate Bid Item Manufacturer's standard vertical lifting and horizontal tilting unit complete with headrail,bottom rail,slats and accessories as follows: min. 0.025" thick, into channel-sha }��;�formed from .heel steel, ed section housing tilting p mechanism; with top and end braces,top cradles,cord iock and required accessories; finished to match slats. FQttom rail formed from steel sheet into tubular shape,with end caps,finished to match slats. Aluminum slats formed from spring-tempered aluminum 0.10" thick, with manufacturer's standard baked enamel finish,as follows: Slat Width: 1" (251nm)nominal slats,with other components sized to suit. j,al�y: Braided polyester cord design with integrally braided ladder rungs. Til 't T mechwnism to hold tilting rod,slats and bottom rail at any set angle,operated as follows: Wind orcration. 0 Lifting mechanism consisting of crash-proof cord locks with cord separators,braided polyester or nylon lift cords, and cord equalizers. installation b ,j= including mounting hardware as recommended by manufacturer for installation indicated. Operation to provide full-tilting slats rotating approximately 180 deg. with operating controls on left side; full height raising with lifting cord locks and cords on right-hand side of t.aiis unless otherwise indicated. Finish units with manufacturer's standard baked-on synthetic enamel finish. MAaU ac_uL : Subject to compliance with requirements, provide products of one of the following: Hunter Douglas, Inc. Levelor Lorentzen, Inc. l~abrication: Fabricate units to completely fill the openings as indicated, from head-to-sill and jamb to jamb. For continuous window wall installations, fabricate units so that ends occur only over mullions or ether defined vertical separations,unless otherwise indicated. hnstallation: Install units to comply with manufacturer's instruction,for type of mountings and operations required. Position units plumb and true, securely anchored in place with recommended hardware and accessories to provide smooth,easy operation. END OF SLV SEcrim 125(1(1 PAGE 2 FF.II 1992 NTG ARCHITECTS, AIA 1 WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S W HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 STRUCTURAL CALCULATIONS PRINCIPALS ROBERT A. FOR WALKER DALE J. KEY BANK SERVICE CENTER REMODEL DiLORETO WADE W. 7150 SW SANDBURG ROAD YOUNIE LICENSED P.E. T I GARD, OREGON ARIZONA CALIFOONIA COLORA)o FEBRUARY 4, 1992 HAWAII IDAHO MONTANA NEVADA NEW:AF. ICO OREGOP WASHING ON WYOMING �r--- OnEQ a P����- T A. W DESIGN & MATERIALS 1991 UBC ROOF LOANS. . . . . . . . 16 psf DL 25 psf LL Plus Snow Drifting Per UBC Appendix 23 WIND. . . . . . . . . . . . . . .130 MPH, EXP B (UBC ) SEISMIC. . . . . . . . . . . .ZONE 2B (UBC) CONCRETE . . . . . . . . . . .3000 psi @ 28 days WOOD. . . . . . . . . . . . . .See Plans for Specifications STRUCTORAL STEEL . . .A,36 or Fy = 46 ksi for Tubes TABLE OF CONTENIS: ROOF FRAMING. . . . . . . . .R-1 THRU R-4 FLOOR FRAMING. . . . . . . .F-1 THRU F-3 LATERAL . . . . . . . . . . . . . .L-1 THRU L-3 FOUNDAT101\;. . . . . . . . .FND-1 THRU FND-4 rI, WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEEP.S 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job kC ( gsANIK Jab No. Sheet No. R- Client Date .1-13-`�2 By cS�1 'RINCIPALS igOOP r(�A M I ROBERT A. WALKER DALE J. VL , DILORETO IC HCAT I j WADF-W. Imo( Pd M^X17 YOUNIE FRltlr , J (.f_NSED P.E. ARIZONA 0 '14.o COLORADO ( _ ,,AL-IFORNIA +I + HAWAII - - ► -'� ` 5 L- ` I - ---' -- ; IDAHO I MONTANA NEVADA NEW 1 NEW MEXICO ;)S4 i } OREGON I WASHINGTON WYOMING - -. f Tyr I KGF a��,,N�►��F IT = "7 12 $ n- oll i Z)3 .3 fea I ��• ��� - '110 I T-7=9 --T-8 E(6 15 5( r,`t �...�.».. tw--'-1--�►I 1<c= 2E3_ � 2 No.sc I,BE 6 , c VA4�4 - - =: 27 '1�C41 121 p sl�eola 711vmax +11 I /v I - :At4i ,. 5 '"4by Y _ R L= $z' �2 '/4 x Z7 LP., Cs 114' —� am +Iw ff II; WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINE.FRS 215 S.W.HOOKER STREET,PORTLAND,ORECION 97201 503/223 0555 FAX 5031223-1025 Job keY ��ll< _ Job No— Sheet No. 9-2 Client pate -14-91 By C S 14 'RINCIPALS ROBERT A. S r GON T. WALKER DALE J. + Z 2 Pr7 ��_✓ DiLORETo WADE W. YOUNIE S I ICENSED P.E. ARIZGNAW �� I Y� K S,� K CALIFORNIA COLORADO �r HAWAIIIDAHO MONTANA NEVADA NEW MEXICO P t 200 OREGON WASHINGTON v_T c �44) T y So >: I QOIO PL; WYOMING I CI om�l Pup _ - I12{oO�28 +2800-2o$o0 v;r 1300- 12ooC1,7c�j : 4,2 K I i pl.� (_=I7 1 Sr�tq X50Ed 14 C4i)t 10 ' (So PL f L= 222' _ , 15k .ZyU - ,1731 ir)4. VSE WALaKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL FNGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223.0555 FAX 503/223-1025 Job j�dYNk _ _ — Job No. _ Sheet No. Client Uete _ / - -?� By 'RINCIPALB _ I ROBERT A. NDP tV4 .M iNE- I WALKER 12' 7 DALE J. - !� DILORETO I I r I I I WVOu INE ;g)I �EaM 1 ,= �} (��.5r/6j + 5-c� t2r✓' 24-o r, 360# ICENSED P.E. '--- T - et ARIZONA lot__ VECv ftp:' 1 IIqo CALIFORNIA I COLORADO HAWAIIIDAHO (.rqv►�I.EtV f I MONTANA -_ l2 2 ►�i - -- NEW _� OREGON ICO r � _ - i-- - --t--•- _ NEVADA WASHINGTON 1 WYOMING q,5�/4 AF Lj— 1jq0 7 1/1 es k6 ',1to 9-0 Of 0 55: X/ I /n 3 00 (SSE: ` �8yt/oZ :54z- CAN N E0 C1 v�b -F" j acs ori i o #; V �aa'•"•. -- I WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job 4Y ,nJk Job No. _ Sheet No. 4 Client Date _2 -��2 By GAN � I -I 'RINCIPALS -- - ROBERT A. /Nkn /IV FY.�•T `�'�-, f WALKER DALE J. D LORETO WADE W. L i- lir ��r'� ��� 't ��✓O�.LT VOUNIF. i ICENSED P.E. 1 ARIZONAi /L) J � ,2,� CAL FORNIA HAWAII DAHO ADA MONTANA NEW MEXICO OREGON I �/i✓>r�+. ,�/�X /� WASHINGTON WYOMING M -- - /r) /8,7 'k --- - - o / .,4 74 ,h 2 41 - q ' ✓/ :v'n /,�S" 22, �h3 2�a p�31r� 1r0R .5a,/,0 s i-,4jAv _ L IrA �r1 s //S7� �' ;;�/.�•�%S - i6o ir�3 (' USIA: y/'�k�S�-� 55 14 f WA KER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/2230555 FAX 5031223-1025 Job KEY aLOIJ Job No. Sheet No. _ Client Date f- 13-12 By CS fT 12F AMINE i 'RINCIPALS f- ,+� ROBERT A. F I, R L AOS WALKER 1 DALE J. foN DiLORETO Is WADE W. YOUNIE - - I Lel_ S.S �U �7' Iv C!✓�T)�QV1.S ICENSEDP.E. LL ARIZONA CALIFORNIA COLORADO HAWAIIIDAHO i MONTANA Fl.C7c�R �'bltaTS Imo' .: I,� 10-7 S 1 NEVADAi NEW ON ICO �..= 14 ' (I t2 WASHINGTON � 1^ ^ 3 l WYOMING JYOI7� I�OrI E'1 I�} !b Ar ��d _ w7 �I'i 12 3 x] a 4- _ 1 i alb, ' r.?CG USF F0 Lai I-Ito '11.4 I = j 1 .0 n ��3�11760 , i DCpE�SI I� = e 25 p L_f 1 T-fZ Y 4 ,A10 i a,� $P/�G!I I _7 =- I I � x ��' �(o.o� �� �Y -.� �r r/�n C•� f A .@16''oc �r F rTr Lam.Ch1 ZLAT _ ob NL� Lz 27 + >rold = !DO (�) r 46 ��3 Lam; 5��3viSw/ -r reld - I-- ix�6 s AES - 74/l ¢ L 'w 4 mw Im, INN w I , WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215S.. HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Jab 1Iey 6AfAk Job No Sheet No. iL Client Date q? By CS{H I 2 MING �,rN7- RINCIPALS qq I + ROBERT A. WALKER I _�- I rF-Y DALE J. fig. DILORETO �� = �o Ib V I3�+g WADE W. I 1 ` Vo IIo'N � YOUNIE -- , I �5 . � �j a l l�>v✓ = 1022 b � ICENSED P.F grr - - ARIZONA • r rlfl!/ I NGS-GTS o n1 CALIFORNIA COLORADO O _ . V �� 1)AHO �4 _.._' uGli^v1 + '�'alfc,w cl(ovt IOU MONTANA NEVADA NEW MEXICOOREGON _ r , WASHINGTON (SCF . 3�4X � '�' %'�f��o� p�`2A-c" WYOMING , - —1 S5 : T'T" a r - - Vj/ 5 I�-j I J rt /(<F LAJr� i P ' 16 zP6 11 ,��L Le o�+c 2boat 25 (.-7 c'11) 5 -K f ;t� = 2S_` ' say 22"©G 1,--70'-"r:N� ON °"`,;)4N p S i M f*Sc1N -SIAFA 21n- -4 ln- -� - -- I ( 1 I I I I i i ' , I WALKER/CALORETO/YOUNIE, INC. CONSULTING STRIUCTURAL ENGINEERS Job 215-....HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 _ .Jcb No. — — Sheet No. r Client _ -----_ E3 Date �-��' L . . Y _� 'RINCIPALS ROBERT A. WALKER QXJMI �/Y'1 .PIL, DALE J. 1 _ - DiLORETO WADE W. YOUNIE iCENSEDP.E. J ARIZONA CALIFORNIA COLORADO HAWAII - r �(� //� /cam, / IDAHO MONTANA s"'z /2)+/ GI , � NEVADA 5� f ' 6x/67 �� say NEW MEXICO OREGON WASHINGTON WYOMING �e ���G(✓N vv 1 tT ,er-��Jr I - F 1bP /Q„ a - /%01 -2/1 OK WT = 10001>-3op PAs S' v er _ _ 141 z5 =�yv��� C= I �'I�' - 501 .4 •, 4�;�� �ew A l:2 r • �! � , X30� . � 1 - -- --1 WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 5031223-0555 FAX 5031223-1025 Job —�Ck - .Job No. -_ Sheet No._L::J_ Client Date !!_21-9Z By l.SH i i I ,RINCIPALS I i ROBERT A. I WALKER Vt/lN� �,(ahJS N Trh EkP,U DALE J. DiLORETO WADE W. ISI. = �6.7 C��3�'• �l`f. ✓/ ���J. ��Ltd YOUNIE ICE NSED P.E. 1r ARIZONA _L W N = I�C, i7)LI :F CALIFORNIA 1 _ / ? L- COLORADO 1 D 1 7 IDAHO I - MONTANA (- NEVADA NEW MEXICO I OREGON WASHINGTON WYOMING Tr HEAi7 r1��G i --�- -- «Mihir NAr�A4 f 93 . `' zw 07 -- Al LfI r 3 ' , - l : 75 b !;1 WALKER/DILORETONOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W. HOOK,":H STREET,PORTLAND,OREGON 97201 503,'2230555 FAX 503/223-1025 Job -_tE l &t,)K _ _ Job No. Sheet No. L�2 Client _ Det.c� I-21-�^ By IRINCIPALS - I � Ial ROBERT A. WALKER I I DALE J. DILORE WADETO �90.p4.T0 YOUNIE - ICFNSEDP.E. I,D7A CARONA IwAl l-0 zx PQ5r COLOCALIFORNIA ; ' 1 WARADO ,� w/ ' 0c IDAHO �{ }. MONTT VAANA .�'iV` A ENG' /.f I /�'(� X /6" �/f)0$/� /`>GTiIT c- oC� n;t:W MEXICO E��J,�l ANLkle =511 rroM OREGON WASHINGTON t ' WYOMING AR PUA4,L �F . 7Vo L �1 H07Mew- C i 8 OL040 a4r% f;A6,e. iA (R 4"o c. izm lvr= Firs / �L-!;I� ' .51Ivi PsoN �C�J`7 Q � �/'./P �[.�-�MIIV( rry A$,46,e .�N r -- ,A' E e �rsr.�NGe I i I I WALKER/1AL0F1ETc>/y0j_iNIE O CONSULTING STRUCTURAL ENGINEERS , INC, 215 S.W.HOOKER STREET.PORTLAND,OREGON 97201 501/223-0555 �E� FAX 503/223-1025 Job NK Client Job No. Sheet No. - I - - Date 4-q By I 'RINCIPaLs -- { ROBERT A. WALKER CU �'O'AI T 4'1AU Cd WIN Gbh/ �� DALE J. DLORETO / T /��L - �✓�`! PLF 1 t. i. WADE W. I If6. ASN _ �D t-, Y ouNl p� �.. iCENSFD C'F ' I ARIZONA SAX 7 (-,A! #A!IFORNIA - ' c�AoRano � ";'�- j ' �, 9 ���/ rS) STL©$ I �IAWAII I DAHO MONTANA _ NFVADA I I NLW MEXICO OREGON i WASHINGTON WVOMINO i i i I i I a --� -- cl I 0 WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOMER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job ��- (�p�-rl�' _ Job No. Sheet No!-t4 v -1 Client Date 1- 13-X12 By GS l 1 'HINCIPALS --• --- HOBERT A. 4', C Oh U M N Foo-r1 N G WALKER DALE J. [),LORETO !S, WADE W. YOLINIE FI L ST f-'(J- ICENSED P.E. C`"7) E vv ARIZONA - CALIFORNIA � - VV )f C� G(XORADO HAWAII _j•. IDAHO r titON".ANA NEW MEXICO p 2 � OREGON I uSS: S41 X Ix /4 GfJL. WASHINGTON I^ / �A/ /► ,Ir G WYOMING / L ... __. V�/ �'f '� G I 4- 105) - IG k5 _ 1 n V C- G� k 6, ADS' vo 61 �Qdip rTn It vv I I � I _ I } I t I T V1/ALKER/DILCMETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND.OREGON 97201 5031223-0555 FAX 5031223-1025 Job Job No. Sheet No. F- jD-2 Client Date 2 By GSI 'RINCIPAL$ R09E RT A. WALKER GALE J. � DiLORE O WADE W 4o,74 #wc k YOUNIE ICENSED PE — ARIZONA / C�Vfj-rp UP�'11 N(r, GI+ FG.k CALIFORNIAf COLORADO 114 7 r HAWAII „/ J IDAHO �'v L-fin•"1 S N (vic w�- MONTANANEVADA NEW MEXICO _ �lc�l� 'I�x�xl5 = 3� ?,�, EGON WASHINGTON _.. 5T@,M 106 x 3 x+s =4.Sbo WYOMING _ 101. N G1� Pre-, }933 _ __ . ._ ► _..�. - s-5;9 • 5 5 -�- oK- - _ 2 /g�35 = 2 r'•7 G. lJ� ?>/f� 'h.�i p x ;/ %i ' DEQ i". i Fre> wj CEJ i 2 OS G�P/1 �7j11 i WUlf ' G �t_ 3 •. :�rW!r-r,,�. rra' l 4 � l�/ j3 f�/4�'fD /otl E,14 K VS , f 4. . I - i i -1-- - - _ I I f _ I � , �• � �e A a s �r �v FIV `- JOB NAME: KEY kANK WALL TO 4' J RETAINING MALL DIMENSIONS J WALL i1EIGHY FKOM BOT. OF FTG.... ... ..... 4 FEET WALLTHICKNES. ........ . . .. . . .. .... .... . • a INCHES FOOTING WIDTH. . ......... . . . .. . ... . ..... . 2 FEET FOOTING DEPTH. ........... .. . .. .. .. ... . . . 15 INCHES LENOHT OF 'TUE........ . . . .. . . . . . .... . . . . . .67 FERT 1,RNOHT OF HEEL. . . . . . . . . .. .. . . . . .. . . . .. . .6637333 FRRT MIN. SOIL COVER AT TUE. . ... . .. ....... . . . .5 FEET KRY DEPTH BELOW HU'TUM OF F'"U. . . . . . . .. .. . .25 FEET . .•.•..........• DRRION PARAMKTKRS ................. EQUIVALENT FLUIU PRESSURE. . . . . . ....... . . 40 LBS/F'I'-3 J RAISE UP BACKFILI, PBk P'OU'T. . . .......... . 4 INCHES PASSIVE SOIL PRESSURE AT TOE. .. ......... 250 LBS/FT''3 J WEIGHT OF SUIL PEk P"1'. 3. . . . ............ 120 LBS. FRICTION FACTOR FUR SLIDING. ... ......... .4 CONCRETE STRENGHI.. . . . . . . . . . ............ . 3 KSI l !ESLD STRENGHI' OF STEEL. . . .. . .. . . . . .. . . 60 KSI w............ SAFTY FACTORS .........•... OVERTURNING MUMENI.. . . . . . . . . . . ... .... . . . . 501.4056 F'1'-LBS RESISTING MOMENT. . . . . . . . . .. . . . ... .. . . . . 1269.34 FT-LBS SAFTY FACTOR FOR OVERTURNING. . . . ..... . . . 2.531563 SLIDING FURCE. . . . .. .... . . . . . . .. .. .. . . .. . 356.3556 LBS RESIST'ENCE TO SLIDING. . . . . . . . . ... . . . .. .. 781.4067 LBS SAFTY FACTOR FOR SLIDING. .. . .. . . . . . . . . . . 2.192772 ' .....•..•...... SOIL PRESSURES .•............ SOIL PRESSURE UCCUKS A'�RUSS INTIRE WIDTH OF FTG. TOE PRESSURE . . . . . . . . . . . . . . . . .. . . . . . . . . . 841.0697 LBS/FT'2 HEEL PRESURE. . . . ... . .. . . . . . . . ... . . . . . . . . 155.4157 LBS/FT-2 ' ............•.............•............ STEM REINF. . MOM. , SHEAR AND DEFLECTION _ ........I...a.......................... ULT. STEM MOMENT.. . .. . . . . . . .. ...... .. . . . .2356979 FT-KIPS ALLOWABLE FACTORED MOMENT'...... . . .. . . .. . 5.685168 FT-KIPS ULT. STEM SHEAR.. . . . . . . .. . ..... . . . . . . . . . .6058046 KIPS/FT ' ALLOWABLE FACTORED STEM SHEAR. .. . .... . . . 6.285116 RIPS/FT DEFLECTION OF STEM W/U BASE ROTATION. . . . 2.929843E-02 INCHES MAX. BAR DIAMETER. . . . . . . . . . . .. . . . . . . . . . . .75 INCHES CLEARANCE TO STEM REINF. . . . . ... . . .. . . . . . 2 INCHES STEEL REQUIRED 15 LESS THAN MIN AND HAS BEEN INCRESED 1/3 MIN. AREA OF STEEL - .225 1N"2 STEEL AREA REQUIRED IN STEM. . . .. . . . . . . . . 1.3592559-02 IN-2 DIST. TO 1,2 STEEL KEUVIRED. . . . . . . . . . . . . .56'13406 FERT FROM TOP OF PTO. PLUS BOND LENGHT ............................ HEEL---REINF. , SHEAR, MUMENT ............................ NO STEEL REQUIRED IN HEEL ULT MENDING STRESS IN HEEL. . . . . . . . . . . . . . 6.603076E-03 KSI " ALLOWABLE BENDING STRESS. . . . . .. . .. . . . . . .2464752 KSI ULT. SHEAR IN HEEL. .. . . . . . . . . . . . .. .. . . . . .2168952 9S2 ALLOWABLE FACTORED SHEAR. . . . . . . .. . .. . . 14.5256 KSI ULT. BENDING MOMENT. . . . . . . . . . 247.6378 FT-LBS. .......................... TOE- RE1NF. , SHEAR, MOMENT' ....................I...... NO STEEL REQUIRED 114 '1'uF ULT. BENDING STRESS 1N ""I' 7.77889E-03 KSI ALLOWABLE BENDING STRESS. . . . . . . . . . . . . . . .2464752 951 '!SEAR IN TOE. . . . . . . ..... . . .. . . . . . . . .8271676 KSI ALLOWABLE FACTOREU SHEAR. . . .... . . . . . . . . . 13.40825 KSI ULT. BENDt!.'G MOMENT'. . . . . . . . . .... . . . . . . .. 291.7084 FT-LBS. DO YOU WANT ANOTHER COPY.' IYiNI----------------/ J 11w wif `- JOB NAME: KEY BANK WALL 4 hETAINSNG.WALL,UIMENs1uNS ' WALL HEIGHT FkUM BUT. OF FTU............ 6 FEET WALL THICKNES.. . . . . .. ....... ............ 8 INCHES FOOTING WIDTH. .. . . .. . . . . ... ............. 3 PERT J FOOTING DEPTH. . . . . . . . . . ... .. .. . ... ... ... 15 INCHES LENGHT OF TOE. . . . . . . . .. . .. . .. .... . . ..... .67 FEET LENGHT OF HEEL. . 1.663333 FEET MIN, SOIL COVER A'1"l'UE. . . . . . . . . .. . . . .. . . .5 FEET KEY DEPTH SFLUW IM1'011 uF FTU. . . . . . . . . . . . .25 Fell, •..••............ J DESIGN PARAMETERS ................. EQUIVALENT FLUID PKKSSUhE. . . . . .. ..... . . . 40 LBS/FT-3 -J RAISE OF BACKt'1LL PER tUUT. . . . . .... .. . . . 4 INCHES PASSIVE .4011, VNEBSURE AT TUI:. . . . . .. . . . . . 7.50 I,148/FT-3 WE1UH1 ul" !,OIL VKK PT. J. . . . . . . . .. . . .. . . 1JU LBS. FR1C1'ION 11A(:'1'Uh t'UK UI1111NU. . . . .. .. . . . . . .4 CONCRETE 51'RENGH'I . . . . . . . .. . . . . . . .. .. . . . . J KS1 YEILD STRE'NGH9' OF s'1'Eta1. . . . . I . . . . . . . . . . . bU KSI ............. SAFTY FACTORS OVERTURNJNU MUMEN'I . . . . . . . . . . . . . . . . . . .. . . 1877.225 FT-LBS RESIS'rlNU MUMEN'1.. . . . . . . . .. . . . . .. . ..... .. 4370.666 FT-LBS SAFTY FACTOR tUk UVERTUKNING. .. .. . ...... 2.328259 SLIDING FORCE. . . . . . . . . . . . . . . . . . . .. ...... 859.2148 LBS RES1STKNC:E TO SLIULNU. . . . . .. .. .. . .. ..... 1313.748 LBS SAFTY FACTOR FUR SLIUINU. . . . . . . . .. . . . . . . 1.52901 SOIL PPESSURES 50 L PRESSURE OCCURS ACROSS INTIRE WIDTH OF FTC. TCB PRESSURE. . . . . . . . . . . . . . . . . . . . . . . . . . .. 1440.824 LBS/FT' 3 H',EL PRESURE. . . . . . . . . . . . . . . . . . .. . . . . . . . . 110.735 LBS/FT-2 ...................I................... STEM REINF. , MOM. , SHEAR AILD DEFLECTION .., . ULT. STEM MOMENT. . . . . . . . . ..... .. . . . . . . . . 1.214615 FT-KIPS ALLOWABLE 'ACIORED MOMENT'....... . . . ..... 5.643033 FT-KIPS ULT. STEM SHEAR.. . . . . . . . . . . ... ... . .. . . . . . 1.460665 KIPS/FT � ALLOWABLE FACTORED STEM SHEAR. .... .. . . .. 6.285116 KIPS/FT DEFLECTION OF STEM W/O BASE ROT'ATION. . .. 9.051724E-02 INCHES MAX. BAF! DIAMETER. .. . . . . . . . .. .. . .... .... .75 INCHES CLEARANCE TO STEM RE1NF. . . . . . . . . .. ... . . . i INCHES STEEL REQUIRED IS LESS THAN MIN AND HAS BERN INCRESED 1/3 MIN. AREA OF STEEL - .225 IN 2 STEEL AREA REQUIRED IN STEM. . . . . . . . . . . . . 7.0046U7E-02 IN-2 DIST. 'I'u 1/1 STEEL REQUIRED. . . . . . . . . . . .. .9799726 FEET FROM TOP OF FTG. PLUS BOND LENGHT ............................, HEEL---REINF. SHEAR, MUMENT ............•............... NO STEEL REQUIRED IN HEEL ULT BENDING STRESS IN HEEL. . . . . . . . . . . .. . .0495216 RSI ALLOWABLE SENDING STRESS. ..... .... ... .. . .2464752 KSI ULT. SHEAR. IN HEEL. . . .. ............... .. 1.002998 KSI ALLOWABLE FACTORED SHEAR................ 14.5256 KSS ULT. BENDING 140MENI. .................... 1857.06 FT-LBS. ,..«.«..,•................. TOE- RF,INF. , SHEAR, MOMENT .......................... NO STEEL. REQUIRED 1N TOE ULT. BENDING STRESS 114 TUE..... . . . . . . . . . 1.365297E-02 KSI .ALLOWABLE. HENUING STRESS. . . . . . . . . . . . . . . . .2464752 KSI ULT. SHEAR 1N 1'UE. . . . . . . . . .. . . . . . . . . . . . . 1.471927 KSI ALLOWABLE FACTORED SHEAR. ...... .. . .. .... 13.40825 KSI ULT. BENDING MOMENT......... ... . . . . . . .. 511.9864 FT-LBS. DO YOU WANT ANOTHER COPY? (Y/N)------------------? CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 91-0019 KEY BANK (WADDLE DESIGN GROUP) APPLICATION: A request by Key Bank (Waddle Design Group, architects) for Si-te Development Review approval to allow construction of a 5,752 square foot office addition attached to an existing office building. The building is located in a 3.39 acre parcel located to the northeast of the curve of SW 72nd Avenue opposite SW Tech Center Drive. Zoning: C-P (Commercial Professional) . Location: 7150 SW Sandburg (WCTM 2S1 1DC, Tax Lots 3900 and 4100) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision was based are noted below: A. FINDING OF FACT 1. Background Development of the Key Bank Service Center was approved by the City of TigarO in the mid-70s (Files SDR 38-73, SDR 19-75, and SUR 33- 77). The building and site improvements were constr»cted in several phases. The Plan designation and zoning for the tax lots 4100 and 700 to the east were changed from Heavy Industrial (I-H) to Commercial Professional (C-P) on October 24, 1980 so as to match tha designations of tax lot 3900 (CPA 21-84/ZC 14-84) . No other land use or development applications involving the subject parcels have br reviewed by the City of Tigard. 2. Vicinity Information Properties to the north and cast of the subject site are zoned I-P (Industrial Park) and contain a variety of industrial uses. The parcel immediatel} to the north contains two tuildings, including the administrative offices for McCormack.-Pacific, Inc. in the weaternmost building, and a multi-tenant flex-space industrial building along the property's eastern boundary. The Key Bank Service Center shares use of a driveway from SW Sundburg Street with this easternmost building on the McCormack-Pacific site. This driveway and parking area is located on tax lot 3801, a separate parcel owned by Key Bank.. Properties to the northwest of the site across SW 72nd Avenue are also zoned I-P and are developed with a variety of industrial uses within the Tech Center Drive industrial park. Properties to the west and southwest are zoned I-H (Heavy Industrial) and are developed with a variety of more intensive industrial uses. SW '72nd Avenue abutting the site is a 44 foot wide paved major collector street which includes curbs and storm sewers. A sidewalk is located along the west side of this street. No sidewalk iB provided on the east side of SW 72nd Avenue near the subject site, although sidewalk construction was required as a condition of development approval for two flex-space industeial buildings proposed to be built on the western portion of the Nilliams Controls property to the south (SDR 91-0007/MLP 91-0004) . Building permits have not been issued for those building. SW Sandburg Street abutting the site is a fully developed lo_-al street with curbs, sidewalk, and streetlighting. NOTICE OF DECISION - SDR 91-0019 - KEY BANK PAGE 1 3. Site Information and Proposal r,ascriptian The 3.39 acre, two parcel site presently contains a 29,042 square foot two-story office building and an 83 space parking lot served by an access driveway from SW Sandburg Street. All of the current development on the site is located on tax lot 3900. Tax lot 4100 is vacant and covered with brush and small trees. The southern and western edges of the site elope steeply to SW 72nd Avenue. The applicants request Site Development Review approval to add 5,752 square feet to the existing building through enclosing the existing centra_ courtyard and by adding a small room and exterior exit on the rear or western portion of the building. The parking area would be expanded by 43 parking spaces. The applicants propose E development of a new access driveway to the parking area from SW 72nd Avenue .in the southeastern corner of the site traversing the slope above 72nd to the northwestern corner of the site. Additional landscaping is proposed in the expanded parking area and along SW 72nd Avenue. The only proposed development on tax lot 4100 is a portion of the driveway and some landscaping. 4. Agency and NPO Comments The Engineering Division has reviewed the proposal. and provided the following comments: a. STREETS: The site is .located on S.W. 72nd Avenue in the vicinity of the "S" curves. S.W. 72nd Ave. is classified as a major collector street and has the following minimum standards: 60 feet of right-of-way with 44 feet of pavement, and curbs and sidewalks on both sides of the street. Adjacent to the site, all improvements are installed except for the sidewalk. The existing right-of-way is 30 feet from centerline. Therefore, the only improvement required as a condition of approval of the proposed expansion is the installation of the sidewalk along the frontage o: the site. Currently access to the site and existinq buildings is provided from a driveway which connects with S.W. Sandburg St. The applicant is proposing to install an additional access point from S.W. 72nd Ave through T.L. 4100. The ccly other improvements that are proposed, except for the access drive through T.L. 4100 to T.L. 3100, is some landscaping which would be installed between S.W. 72nd and the access drive. Normally, it is required that the applicant finish the Improvements along the frontage of the site, which, in this case, would involve both tax lots. The Engineering Department feels that this is somewhat of a unique situation in thpt no "development" is pla nod at this time for T.L. 4100. The applicant is using .it only for an access point and that if in the fature there were plans for development, we would be able to require the installation of the sidewalk. Therefore the applicant should be required to install a sidewalk adjacent to S.W. 72nd Avenue only along the frontage of T.L. 3900. The applicant should also be aware that .if there is any further development planned for. T.L. 4100, the sidewalk shall be required to be installed at that time. NOTICE OF DFCISTON - SDR 91-0019 - KEY BANK T'AGF ? b. SANITARY SEWER: The existing structure is currently connected to the public sanitary sewer system. Therefore, no additional requirements should be required at this time. C. STORM SEWER: There is an existing public storm sewer system located adjacent to the site in S.W. 72nd Avenue. Therefore, the applicant should be required to connect the existing on-site drainage system to the public system. Effective December 1, 1991, the City is required to comply with a new requirement of the State Environmental Quality Commission (EQC) . The EQC is requiring that all new developments, that acid additional impervious surface area, within the Unified Sewerage Agency (USA) service district must include a stormwater quality treatment facility on site. Previously, davelopments without a suitable site for storm,vater quality treatment were allowed to pay a fee in lieu of on-site et-)rmwater quality treatment, with the fees to be used to construct regional facilities. The Engineering Department feels that the new requirement is inappropriate. For many small developments, it is not feasible to build an on-site facility. Construction of numerous small facilities will create maintenance problems for the cities and USA. However, we have no choice. Ef_fcective December 1st, we must require the facilities as a condition of development approvals or be in violation of State regulations. This issue was not addressed in our earlier staff reports, as we expected the issue to be resolved between USA and the EQC. The Engineering Department is still hopeful that the issue will be resolved within the next three months. Therefore, the applicant should be required to install a stormwater quality facility; but we recommend that the City Engineer be allowed to waive this requirement if the regulations are subsequently amended. The Tigard Water District has commented that the existing one inch diameter water meter will be inadequate to serve the expanded building and landscaping irrigation needs. The water meter will need to be replaced with a one and one half inch meter at the applicant 's expense. In addition, the Fire District should review the adequacy of fire protection plans for the proposed expansion. The Tualatin Valley Fire and Rescue District, the City of Tigard Building and Operation Divisions, PGE, GTE, and NPO #5 have reviewed the proposal and offered no comments or objections. No other comments have been received. B. ANALYSIS AND CONC,.,USION Site Devcicpment Review The proposal for construction of a 5,752 square foot addition to the existing Key Bank Service Center building conforms with Community Development Code C-P (Commercial Professional) zoning district NOTICE OF DECISION - SDR 91- oo19 - KEY RANK PAGE 3 iniatrative offices are a permitted use) i requirements for usage 8et setback from property boundaries standards;oowed; building height (45 feet maxim permitted with minimum permitted buildin d) ; with the maximumrximately with the maximum Pe height propose a allowed - app no additional buildingir: site coverage (B5 percent maximum with h landscaping o Proposed) and with the minimum site landscaping the zone (15 percent minimum 50 percent covers P to be provi.ded) . standard for zon landscaping approximately 50 percentwith couununity expanded site improvements comply and exp parking for administrative office The existing requirement, for p ct. of offices; 12.6 spaces Development Code req 794 aq• rots required for 100+ use (100 spaces required for 34, access po driveways (2 a rss poi ) � adectuate internal provided) , access and to be P irking spaces; 2 driveway provided) , roadway intersections, required P driveway/ sewer, storm sewers) vision clearance caservices (water, circulation, the site. provision of necessa anded use of piste number for the proposed exp appropriate does not provide for a ipred by the Oregon ran, however, d parking spaces d) required plan will The site P 2 provided) . The site d yignated of denigrated handi3aP required; additional need to be revised to add one Revised Statutes l handicapped parking space* ac+d, handicapped exist ad are Prof° spaces presen`ly ale parking space parking P that 1 bicycle arkinq spaces . No bicycle rack P06.020.P requires 15 automobile p Code Section 1B rovided f.or Avery ran to Provide for within a rack be P wi}.1 need to be revised p Therefore, the site plan asps in a secure rack. ale parking P already attractively nine bicycle site is c{ portion Of the includes some additional The developed landscaping plan d area along with extending The develops The plan landscaped' the present_y expanded Perking area. landscaping in h the exp along the tr. theme through of ninete'-n pin oaks this landscap.-L . for the p pees. also would provide of the site as street SW 72nd Avenue frontage C. DECISION Hent Review 91-OU19 et.ibject The pirectar's designee approves Site Development to the following conditions: FOLLOWING SHOULD RE THE ISSUANCE OF BUILDING STAFFC TACT EIS CHRIS DAMES OF THE PRIOR TO UNLESS OTHERWISE N0TZD, COMPLETED ( 639-4171) : bicycle ENGINEERING DIVISION, provide for a minimum of 9 revised to p r to the protect i.on of. The site plall shall be n details relating 1' parking spaces• Design 'provided foi planning rank p vehicles shall be Pto bicycles from maneuvershallplan shall also be revise vhandicapped approval . ro riately located designatedOfier, Planning Division aPP three app P CONTACT: Jerry for a minimum of spa ces. STAFF accessible parking 639-4171) facility meeting the Division, ( quality and a water 4 91-47 as approvedThe The applicant shall install and order N° ton County.2. of Resolution Agency Of Waehinq requirements Unified adopted by the Unified Sewerage ugremec�t tr C�eim�ssion androwed Y City Engineer may waive this req uality Improvement the regulations of th" Environmental Q Sewerao P.gency as they exist at the time the Public plane are approved and installed. PAGF. 4 NOPIC.E OF DECISION - SUR 91-•0019 - KEY BANK r 3. The applicant shall be required to install a sidewalk along the frontage of T.L. 3900 at this time; and will be required to install a sidewalk along th- frontage of T.L. 4100 at the time future development occurs. THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE RELATIVE TO THE REQUIRED PUBLIC IMPROVEMENTS; THIS IS NOT AN EXCLiSIVE LIST. 1. SECTION 18.120.060 BONDING AND ASSURANCES A. On all projects where public improvements are required the Director shall: 1. Require a bond in an amount not greater than 100 percent of other adequate assurances as a condition of approval of the site development plan in order to ensure the completed project is in conformance with the approved plan; and 2. Approve and release such bonds. B. The bond shall be released when the Director finds the cc-npleted project conforms to the approved site development plan and all conditions of approval are satisfied. 2. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS R. 18.164.120 Utilities 1. All utility lines including, but not limited to those required for electric, communicati3n, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted , nnection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above. C. 18.164.180 Notice to City Required 1. Work shall not begin until the City has been notified in advance. 7.. If work is discontinued for any reason, .it shall not be resumed until the City is notified. THE FOLLOWING CONDITION SHALL. BE SATISFIED OR A SATT;iFACTORY PERFORMANCE ASSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF AN OCCIPANCY PERMIT FOR THE PROPOSED. ADDITION. 4. The proposed landscaping materials and other proposed site improvements shall be installed in conformance with the approved site and landscaping plane. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DECISION DATE LISTED BELOW: NOTICE OF DECISION - SDR 9a-0019 - KEY BANK PAGE 5 D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: The. applicant and owners Owners of record within the required distance The affected Neighb-^rhood Planning Organization Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON 12 ��� _�� UNLESS AN APPEAL IS FII7r.,D. 3. Appeal: Any party to the derisien may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Communi.t.y Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. q The deadline for filing of an appeal is 3:30 p.m.-�7. 2-1-1- II 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. APPROVED BY: Dick Bewersdor DATE Senior Planner br/SDR91-19.jo NOTICE OF DECISION - SUR 91-0019 - KEY BANK PAGE 6 R yy_ The c i t of F. - - - I G A R 1) SDR 91 - 0019 � Sile Area DR AND Y_.-H —CEN ERR _I LAND Ol,l,.i 1.1. . ... ..,r..... Ali; .I Il,.rl rlliirl., C..7�.' {Ise ..IIrU. i.l.r• .e1... .n l�.r.l U.. I.V:tI TEMP-CUNTRUL UURPUHA11Ur4 ENUPyl;tX.,. AND LUNIKALWHS PUkFLANUp UkLLzLji,4 SUBJECT KEY P0,Clf1C -SEkVlCES__qy------PAM_—DATE 5-26`8'7 jog o.!2_5.5 T JZ I R M LET No.—L—OF_ 1, —P.O.Hu.. APPROVED FOR "ii,ate-(RUCTION t CITY OF TIGARD PEPERMITSl"l' ...'pq 70 Sko e .5,4 ovdAo - E;Y: TITLE /c� M I ` i TPI-!',NE 91_C036c_ l0c) TON TOTAL. CAP. Z 0 v 1 NF W vjFr-'. I VP, or- 4 rl-p 300 -100 61U W17 r IG L NEW SUPPI-l' I RETURN UF' 1( COM)EC7 NEW LIMIT 1,1 1 1 NEW A,1C. (INiT, To SMOAJD 5*rA9G6 0AJ 6XI%T;AJC- cTAT J 1I i .300 r I r--A SCALE -0 v\j I T zf)x 20 FILTER GRILLE TEMP•CONTROL MECHANICAL CORPORATION MECHANICAL CON_TRAC_TOI•..8 4800 N.CHANNEL AVE. . P.O.BOX 11065 . POFITLAND,OREGON 97211 1503)285-9851 June 5, 1987 Mr . Tont Plescher City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Ref : Key Pacific Services; New RTU Gentlemen: in regards to your request for information on the structural support of the new rooftop unit at Key Pacific Services, we submit the following information. The operating wriight of the unit is 320 pounds. It will be set on two 6 foot treated 4 ' x 8 ' timbers which will span between two existing steel Truss Joists. The joists are spaced 4 feet on center , are approximately 24 inches deep and sup!?ort a steel Q-De'k roof . Based on our experience with other similar installations, we have determined that this installation will provide proper structural. support of the new unit. If you have further questions or comments, please feel. fr?e to contact our office . Sincerely, TEMP CONTRDL MECHANICAL CORP. �c�ti•�2- ��j1�2,a-e_, Duane Monroe Engineering DM/kb AIR CONDITIONING . INDUSTRIAL PIPING . HEATING . PLUMBING . SHEET METAL DESIGN/BUILD MECHANICAL SYSTEMS . MAINTENANCE S E R V I C E �V._vlut. UY ►i'r•.�• —UATk —V" 4 o JUki NU. is UGJLCT ��ST9LisuriON ROOM —smEETNO. ( OF I P.0.N0.____--.._- e,-z"- -:&o r APPROVED FOR CONSTRUCTION C CITY OF 1IGARD w� �A,yO ✓� �) �- �. PERMIT NON _-- SITE ADDRESS � _�4DATE4� . TITLE -� _._ i BY_. R-T r I I r I NEW A/C UNIT rR.ANE 137r-036C1013 3 TON TOTAL CAP. i Z-.,O V i I � I 1 F- 7I I ( i { ASE w PIFF. 10`4 -24 w Z-4 . joU ��L. 300 Y P- G;: 4 z 1 i I 10 ' I IL �J y I I 10RETURN UP I I NEW AIC (INI ' COA)AJECT Al&"I UNIT- I I I! 14 x 14. 1-0 515 L:) -3 rpG r: OAJ ` I I 300 EkISTING `�'� �T i I 16" j I --1 /j I C .l SCALE 8 .l� 40x '_'3 FILTER 6,RILL.E: re CITY OF TIGARD MECHANICAL PERMIT Receipt#Permit# Description Table 3A Mechanical Code CITY PRICE AMT City of Tigard 1) Permit Fee -0- -0- 10.00 13125 S.W. Hall Blvd. — P.O. Box 23397 2) Supplemental Permit - - 3.00 Tigard, OR 97223 -- 639-4175 Furnace to 100,000 BTU 6.00 incl.ducts&vents _ 2) Furnace 100,000 BTU + 7.50 incl.ducts&vents y Name of Development 3) Floo{Furnace 6.00 incl.vent k G:_( P14 C I r_1 C.. S 612 V I C 43' Suspended heater,wall heater 6.00 Job Address 4) or floor mounted neater Address -7 I R Q 5 W S A A)b 6 U 126 R U Vent not incl.in Tax Lot Map No, 5) — 3.00 appliance permit �. Lot Block subdivision Repairof heating,refrig., 6.00 Name(or name of business) 6) Cooling,absorption unit KEY r-2/I( 1 F= f C 5 F V IC S Boiler or comp to 3 HP 6.00 r,tailing Address Phone 7) absorp.unit to 100,000 BTU Owner -7 F c?O -;,Vv 5 A kI V&U I_C k Q Boiler or comp to 3 HP-15 HP City-state Zip 8) 11.00 117-9 absorp.unit to 500,000 BTU I I C r� � CJBoiler or comp 19.30 HP Name g) _ 15.00 absorp.unit 112-1 million 1-r=�/1 P -CO NT K r>� M eC�� Boiler or comp to 30-50 HP Mailing Address Phone 10) 22.50 5-�U5 absorp.unit 1 -1.75 million _ P ��' 8D k //065 /UES Boiler or comp to 50 HP Contractor city-Siete Zip 11) 31.50 absorp.unit 1,750,000 BTU �R 972 /1 state Registration No. city Bus.Tax No. 12) Air handling unit to I 4.50 j 10,000 CFM _ 4-144 041-b2 Air handling unit 7.50 1 hereby acknowledge that 1 have read this application that the information given is t 3) 10,000 CFM t _ correct.that I am the owner or authorized agent of the owner,that plans submitted are In compliance with Stale laws,that I am registered with the State Builders'Board,that the 14) Non portable 4.50 number given Is correct (If exempt from state registration please give reason below). evaporate cooler 15) Vent fan connected 3.00 - - --- to a single duct - 16t Ventilation system not _ . 4.50 included In appliance permit _ _- ) Hood served by 4.50 ,' �2 9 A7 17) mechanical exhaust - —F_ --- Signature(owner or agent) Date 18) Domestic type 7.50 Describe work 11 additionro alteration 6j1 repair Elincinerator to be done residential C1 non-residential X 19) Commercial or industrial __ 30.00 type incinerator Existing use of building or properly�� I_- f C �' r7)�� TE_ _'' ►t-t S 20) Other i.e.,woodstove,water _ 4.50 heater,solar,clothes dryers,etc. _ Proposed use of building or property -- — 21) Gas piping one to four outlets - 2.00 Type offuel- oil I _i natural gas N LPG ❑ electric l 1 22) More than 4-per outlet NOTICE SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON 4%SURCHARGE STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ DAYS, OR IF CONSTRUCTION OR WORK 13 SUSPENDED OR FLAN REVIEW 25%OF SUB-TO?_L 3 b ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER TOTAL WORK IS COMMENCED. Special Conditions - Date issued CI'(Y OF TIGARD 639.4171 6393 BUILDING PERMIT DATE lalyember..1U._-19 ; G TAX MAP LOT NO. -_3do� SUBDIVISION OWNER-04-MifiC Neptern li8nkJOBADDRESS1150 Sp' Sandburb BUILDER - f,. - _ STATE REG.NO. EXP.DATE BUILDER'S PHONE _.{WY-6148_ ARCHITECT PHONE OTHER STRUCTURE NEW L_1 REMODEL Ci ADDITION I REPAIR MOVE OTHE5 am DEMOLITION RESIDENCE I COMM I i EDUCATION 7 IND RELIGIOUS AGCFSSORY GARAGE OTHER FENCE OCCUPANCY _tea. LAND USE ZONE BLDG,TYPE FIRF ZONE ' -PLAN CHECK BY HEAT IC( . ,porar.y diSLribution uftice. Get On site lme.r ppprow, I i. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT 10 NO STORIES AREA 1440 NO.BEDROOMS VALUE 15U1.1 (3UILDING DEPARTMENT__ i SETBACKS FRONT -see REAR l ang LEFT SIDE RIGHT SIDE Permit ZS.+�� _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULA1IONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check I WORK WILL BE DONE IN ACCORDAN _ PLUMBING DATE REMARKS DATE INSP. TYPE INSPECTION Contractor — Permit No Rough In_ Fixture — Final HEATING — — Contractor _ -- _ Permit No Gas or Oil Rough-ill -- _ Final _ -- _ _ Final DRIVEWAY Final _ — -- Storm Drainage --- (Rain Drain)Final _ �— Sidewalk _ ------- Curb&Street Final _ � — Approach -- CERTIFICATE OCCUPANCY Final BLDG.DEPT.FINAL TEMPORARY — CERTIFICATE OCCUPANCY Landscaping Zoning Final CITY OF TIGARQ 639.4171 October 99 ,16 6365 DATE BUILDING PERMIT TAX MAP 2SI-10C LOT NO, * __.SUBDIVISION OWNER i dew!C 5 L a,a11t� JOB ADQRE S45U Stiff SaudbuC6 Rd* _ --- �__ - ---- BUILDER STATE REG.NO. _ ---__._—EXP.DATE. BUILDER'S PHONE - 639-614$ ARCHITECT- PHONE OTHER STRUCTURE NEW ( REMODEL " ADDITION REPAIR MOVE OTHER _ DEMOLITION RESIDENCE L COMM EDUCATION IND RELIGIOUS ACCESSORY GARAGE OTHER FENCE OCCUPANCY "` LAND USE ZONE BLDG TYPE FIRE ZONE PL AN CNF('K R1' ! _ HEAT Cgknatruet L+ ]C t CLLeripte nal •nU t@�fQY IjLLQ 11L@ SEWER PERMIT M -- — OCC.LOAD FLOOR LOAD HEIGHT NO STORIES AREA NO BEDROOMS -VALUE ' BUILDING DEPARTMENT ! SETBACKS FRONT BE F' REAR placts LEFT SIDE RIGHT SIDE _ Permit lI'�U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check _WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE — WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI,Ck.FIre — RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS -- TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax .7t+ ---- SDC- Tot-al 18.20 APPLICANT OR AGEN! ----- � Prepd. Receipt No ADDRE88 PHONE Bal.Due Issued By . -__ -Approved By DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE 7-7 Contractor Permit No. Rough in Fixture Final HEATING Contractor Permit No. Gas or Oil nough-in Firial SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY Landscaping Zoning Final , BUILDING PERMIT APPLICATION TIGARD DATE---- :1`-�--��5 374 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOH CHL WORK HEREIN INDICATED BUILDER PHUNE 24U-,- OR 4U--OR AS SHOWN-AND APPROVED IN THE ACCOMPANYING PLANS AND SPEC"ICATIONS. OWNER PHONE_> >— LOT NO._ OWNERIat StatS 88nk JUBADDRE_SS_ 71�.}O SU Sandbe_Ii1.5tT�iat Ei6Fn.�C1nt>: 639—G14E.__ ('fir. Jim Fifeic ARCHITECT ENGINEER BUILDER MariIdethery Ince ADDRESS 6565—SW ( ecedams ptld. DESIGNER STRUCTURE _ ❑ NEW 0 REMODEL_ IN ADDITION ❑ REPAIR _❑ RENEWAL�❑ FIRE DAMAGE ❑ DEMOLITION 0 RESIDENCE FX COMM Ll EDUCATIONAL FJ GOVT LJ RELIGIOUS O PATIO Cl CARPORT 0 GARAGE_0 STORAGE 0 SLABC! FENCE OCCUPANCY --L-2 LAND USE ZONE _._.__.__.BLDG.TYPE :;N __FIRE ZONE _PLAN CHECK BY 9 t'W HEAT----== Install access fluor—system all pes +Mgrs updclficatiol)az to be ins t_FJ11 It _ on—concrete bass floor. Slab art grecie._—Fire sa p�sres lon system to bu approved by T.R.F.D.. SEWER PERMIT M OCC.LOAD FLOOR LOAD HEIGHT_ NO.STORIES J_ AREA NO.BEDROOMS VALUk v BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 2.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IV THE BUILDING CODE, ZONING _ REGULATIONS AND ALL APPLICABLE CODES AW' IDINANCES, AND IT IS HEREBY AGREED THAs THE Plan Check WORK WILL BE DONE IN ACCORDANCE WIT► 'LANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINAW, nHE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUa CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICEi4SE.SEPARATE PEHMITS REOUIRFD FOR SEWER,PLUMBING AND HEATING. State Tax •�� „_✓. . ` SDC— Toted _ 4,0 E1 PDCN AM-WANT OR nGENtJ—-- -- ---*- --By Receipt No. f� - Approved Ott. ADDRESS _ --- PHONE Y E `7 7f was "NALOGUL"11M DATT INSK TYPE INSPECTION REMARKS PLUMBINC, DATE Contractor Permit No Rough-in Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage___ (Rain Drain)Final Sidewalk Curb A Street Final Approach ,3LDC.. DF-VT.FFITiL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIMCATE OCCUPANCY Landscaping Zoning Final I BUILDING PERMIT APPLICATION TIGARD DATE-_ a 2`_'L .9._ 31 3723 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 639-6i4o OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _ -- OWNER lat State Bank_ JOBADDRESS_ '11L0 SW L07 N0. _ ARCHITECT ENGINEER BUILDER H & A Constr. _ ADDRESS 9115 SW Burnham StresUSIGNER STRUCTURE 1.7 NEW C'X REMODEL ❑ ADD:TICN L.7 REPAIR ❑ RENEWAL ❑ FIRE DAMAGE O DEMOLITION ❑ RESIDENCE C')(COMM ❑ EDUCATIONAL ❑ GOV'T D RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE __--BLDG.TYPE _—FIRE ZONE.-_-.--_PLAN CHECK BY -gTW HEAT Modification of existing Bldg, for Computer Room, all cr p pl4 rls dc Code rL _A Mechanical Permit regutred. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA _ NO.BEDROOMS VALUE BUILDING DEPARTMENT SETBACKS FRONT J — REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 12.Pj0 WORK WILL BE DONE IN ACCORDANCE WIT H THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 36.OO RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Stale Tax Q . 72 SDC Total $36, 72 _ -�.---.-- PDCq APPLICANT OR AQENT-L_. By P1 _ ETtu Receipt No. Approved ADIJRESS'A —_ PHONE DATi INSP. TYPE INSPECTION REMARKS PLUMBING DATE -- - __— Contractor / Permit No. - 7 Rough in =ixture --- -` Final✓" -- - -- -._._ ------ HEATING (� . — ---- -- -T --�-- Contractor - - TT-- Permit No. - -- -- - --- --__- Gay or Oil ------------ - Rough-in i — Final -- - SEWER -- _ 1 u —- --- -------_ -_ Final - — DRIVEWAY - - -- - ------ -- _ Final -- -_-- ------_-- Storm Drainage ;Rain Drain)Final ---- ---T Sidewalk _ --- Curb&Street Final -_ - Approach BLDG.DEPT. 'IN;.r_ r -TEMPORARY — CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY final v Landst aping Toning Final w � • �-, w �F/�,''1� { "µyd�` \ ,'1y� �T !. . ' ` v `.`ttwr.r v:.% w► a"'i O '� • v.i v ti"+✓ '++ W ��..!... O F o Ic >> 1VC G, CITY OF TIGARD >y ' OREGON 1 ��� liter ..' Owner: First State Bank of 0 re amo _ Yerm�tNo._-- 1817 Building Address 7150 -SW 5andburg St. _ r Certificate is hereby given this _---_23 day of May _ 14 78 I4 that said building may be ocq spied and that it complies with all requirements of the Building Code for the City of Tigard, as y approved by the Tigard City Council. p: " I Building Inspector 4 4 d1► �' ',rl �"r 2°i `Y 'I,t` �e/' ^� o RiP � tir� .y 1..� � �� `�/ e t �'ir r�, ��' rlwv t o *r Fr ��tri^ �q II,;/� ,.-f,F ti"• ,s, r 1 ADDRESS PERMIT NO. PERMIT CHARGE acne Oi,;NER �� 5 ,►f�, j�,�' CONNECTION FEE U _w PAID 0Y TYPE OF BUILDING _ ,'�/'l�' � . DATE CONNECTED SERVICE HATE f� INSPECTION FFE ----�-- CONTRACTOR PAID BY DATE SIZE OF CONNECTION A35ESS'MENT PAID City of Tigard Mechanical Permit Permit—_ UD-- Fee New Installation �_� Replace CJ Relocation �_) Addition i-1 Alteration 1-1 3%State CONTRACTOR _- CWNER ADDRESS-_._.—_ WORK ADURESS­-- `• -- PHONE�— APPLICANT ,�_ -- _• __ _- Heat Input Rating (BTU Per Hour) _ Vent Size _ __ Flue Size FUEL OIL (_J GAS C.7 ELECT D OTHER ITEM NO. FEE ITEM NO. FEE For Issuance of Permit_ _ 3.0_0_ Air Condition Compressor 15 to 30 HP _ 10.00 New- Under 100,000 BTU — — 4.00 Air Handling 10,000 CFM New- 100,000 BTU &over _ 5.00 Air Handling Over 10,000 CFM---- _ 5.00 Floor Furnace— �- 4.00 Evaporative Cooler _—`—` --- _ 3.00 Wall - Floor-Suspended _ -_ 4.00 Range Vent F_an 2.00 Install Vents Only � 2.O0 Vent System _ _— —! — Repair - Heat& Cooling 4.00 Hood Commercial 3.60 Air Condition Compressor Under 3 HP __ 4.00 Commercial Duct System --- 10.00 Air Condition Corepressor 3 to 15 HP INSPECTOR'S COMMENTS CITY BUSINESS LICENSE REQUIRED FOR ALL CONTRACTORS OR SUBCONTRACTORS APPROVED BY DATE — ISSUED BY DATE RECEIPT NO. a 'Eignature of Applicant McCormick Mechanical, Inc. 902 S E. SHERMAN ST PORTLAND, OREGON 97214 (503) 235-8521 TRANSMITTAL NOTICE TO: ! e 2 77 C-1 7 7 7 's T DATE 1� 4_• �fi _ JOB NAME JOB ADDRESS % / ``y C -�-rJ�_� f�•�l ^fes /� TRANSMITTED HEREWITH: G. OF COPIES SHEET NO. D/ES�C7RIPTIONN J L 1IF; ABOVE ITEMS ARE: FOR YOUR APPROVAL OR CORRECTION RESUBMITTED FOR APPROVAL ( ) APPROVED AS NOTED ( ) FOR YOUR RECORD REMARKS l 1 a BY� i l q ,-y L4� 1 f � �e� �•� l�ft'1 1�1���1L'lit r t�r:11�� �r t'e::nit_ S.UU _. Fr Z _ New Ina;al;alidn Rea'a.e h Relocation 0 Acidr,�on � F,!liration � State 1. 24 _ T IVC OTOTAL _�i.�•L_��- - ,';N E R -��$�L 'r COtiTRACTOR ArJ�RccSf1Cr'x/i/�TZ'/leZIIA,,d WORK ADDRESS / 3L rj '-7 APPLICANT Heat Input Rating (BTU Per Hour) Vent Size _ Floe Size__ FUEL OIL ❑ GAS ElELECT ❑ OTHFR ITEM NO. FEE ITEM NO. FE I For Issuance of Permit _—_L3.00 Air Condition Compressor 15 to 30 HP L- _ 1U.0 New- Under 100,000 BTU _ 5.00 Air Handling 10,000 CFM ��.',.0 N_ew• 100,000 BTU & over r ` _5.00 ''Air Handling Over 10,000 CFM _-_ 5.0 4.00 Evaporative Cooler 3.1 Floor Furnace - 2.( � 17a • Floor -Suspended 4.00 Range Vent Fan _ _ _ '- 2.00 Vent System 4.00 Hood Commercial 3 C ,y`'•; Install Vents Only Repair• Heat & Cooling _ T 3.( �!J ressor Under 3 HP 4.00 Commercial Duct Systern tfr•( Air Condition Comp _ - _____ --•-._. ___ _,_. ,.. to 15 HP ^ - 7.50 _ Air Condition Comp --- ----- __�—•---_ ---/—� /, �/� - --' AINSPECTOR'S Or"SV,ENTS —�-- X - SL CITY USINE LI_ENSE EOUIRED FOR L CONTRACTORS OR SUB CONTRAC'(1RS DATf ISSUED BY ^ DATE APPROVE D BY RECEIPT NO. 774 rt_.... • - .. _ .- _ - •- _ Signature of Applicant - _._____.--..__ - __.. _ - .r.;"-S._ +.yo•,-.,r.vr..�rn..rNt�,v_?+�3x i f RICHARD W. NORMAN AIA A ARCHI Tf C T SIVIN [HIRTY SOLITHWF51 rIAST AVENUE PORK AND, OJtJ(;ON 97204 (503) 220-95e1 Mr. Ralph Nelson Sivers-Nelson, Inc. 5000 S.E. 25th Avenue Portland, Oregon 97202 Re: First State Bank/Administrative Sen ces Center Dear Ralph: After our meeting with the [Julljinq Inspector and Fire Marshal Friday, Feb. 24, 19/8, 1 met with Larry Futter of Chown Hardware, to determine the changes and additions needed to satisfy the e. I have reviewed the conclusions with Nee Takasumi and notedCotdhe changes on the job permit plans. They are as follows: I . Install LCN 4030 closers , without hold open devices, on all doors into the corridor, in the existing building. In addition, Install the same closers on doors no. 5,6,7,& 8, in 6- 4 the new addition. 2. Corridor doors ad' :t��aceft t to entrance hall - Remove top and bottom bolts and deadbolt i ris ta I I and j classroom ta surface panic bar on one door, ype of latoDkicstributitonset on ile.)active door. ( This Is the same as exterior doors i 3. Corridor doors into Distribution - Remove the top and bottom bolts. T—these doors­­ are open all of the time. ) 4. Doors from Proof/Statement into _� c corridor I d o r requires - The Bank's operation these doors to remain open, SO ''Ion DetPctor'' hold open devices will be installed, and the top and bottom bolts, as well as the deadbolt will be removed. Ned Takasum; is checking to see if the contractor installing the Ion detection system in the Proof/Statert,ent area can add the hold opens to his work. If not , then Larry Futter will Provide them. SI cerely, is and W. Norman, AIA cc: Ned Takasum, City of Tigard&.,-- March 3, 1978 4a' .14 � C ,3*rd w t:4 —----------- CITY OF TIGARD ORDINANCE 1177-26 STREET SYSTEM DEVELOPMENT CHARGE DATE : 12-12-77 ESTIMATED SALES PRICE $_ ❑ •k� in❑ s❑, aces APPLICANT NAME 1st. State Bank of Ore. TELEPHONE iF JOB ADDRESS 7150 SW Sandburg St. BLDG. PERMIT AMOUNT OF FEE FOR S. D. C. DESCRIPTION OF IMPROVEMENT 25.,pari king spaces EXEHPTI'jNS -PER ORDINANCE #77-26 ------'- FEE RATES: A. Single family duelling unit under 360,000.--------- 5300. 00 3400. 00 8. Single family dwelling unit over 360,000.--- 150. 00 C. Mobile Home Court Space (New Development)--.-------- 240. 00 D. Multi-Family CWe'_lings- -por unit------------ -._-_ E. Commercial , industrial & �nstitutional(Park. Space) O�O each F. Single family unit undei ►40,000. ----------------- . BUILDING PERMIT APPLICATION 11 Y TIGARD DATE___� ,._-_ 19__� ' THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THF WORK HEREIN INDICATED 13UILDERPHONE_ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS ANC' SPECIFICATIONS OWNER PHONE LOT NO. :�� • 5tF!':53 t�E.ln (Jr '1rt' 71:-n 91,1 9rndtjurL:l HOME ADDRESS OWNER JO9 ADDRESS _ __-- ARCHITECT ENGINEER '3UILDER ADDRESS �L DESIGNER STRUCTURE ONEW �❑REMODEL t_'JADDITION L'REPAIR i ❑RENEWAL. ❑FIRE DAMAGE ❑DEMOL.ITION LJ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUSOPA110 ❑CAR PORT ❑GARAGE ❑STORAGE❑SL.A11 ❑FENCE ❑BOND ❑MOVING ❑CONDfTIONAL USE ❑DESIGN REVIEW [-]COUNCIL APPROVED ❑SIGNS ` -� PLAN CHECK BVh__ HEAT OCCUPANCY `-.LAND USE ZONE L1""' BLDG.TYPE _FIRE ZONE -- --- t. aClda.t�iwtl ut` t,I: ptux L ,JQs' : �i. f t. 110LI 83 1F3LG wii ptii pabl+:; A spec. — >k11 bui.ldinld to be one hr cafistruct:ion. credit for pormit for concrete wf,.ark pe QCT LOAD FI_Q_Qf1 LQh_P ______�EJSiHL_______ NO STORIES _ SF_A __ NO BEDROOMS YA UE _ BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE _ RIGHT SIDE Permit i.U[i THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check a J,9 ;]C3 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE _ WORK WILL BE DONE IN ACCORDANCE WITH THF PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub ;total �j :(j ALL APPLICABLE CODES AND ORDINANCES 74E ISSUANCE OF THIS PERMIT DOES NOT WAIVE. RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 17 s 61! LICENSE. SEPARATE PERMITS REOUIREFOR SEWER, PLUMBING AND HEATING. Wit , Total ti60,6ti --- ---- ------ - __ npni i, nNt ON <�GFNT Approved Heceiht Flu y r -- --- --- --_rH6N_r_ DATE INSP TYPE INSPECTION REMARKS PLUMBING DATE F- 1. ctor -- _ -22:4 — S/`+Of /'OV� I � No. f 7 2 S_ C` /.Z—2—77 —k. { aa. ;tj ougin G " ,-" ' ,?,,Q,#eI eL-,,_t( (y - /tz ,�-��� Fixture i —U _Final -------� _ _.—� HEATING - - ? _ A _� IVAI I l ,& OK, Contractor j7 Permit No. 3-g ii C�lU 1 �c GQ Q� V _ Gas or Oil - _.. Final---- — -- — — SEWER__ L-rUs�L Final--- /2. �,3 DRIVEWAY -- Final Storm Drainage (Rain Drain) Final Sidewalk Curb &Street Final Approach------- BLDG, DEPT FINAL —T —TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping (,/JJ Zoning Final CAU FO RNIA ENO NEf RING WASHINGTON—C-1116 Suudulul GFGISTRAT OREGON--Gal 6 Slrudural /rOt___ MILES R. ABEL JL �? (onwllmg Engmear S 1)-1 ,_ �Z -r lt�•c7 t L- O Al� -- Old ,,I Fu c c �'G'G,v; �• !� I '�-� .fir yr �' ;�.. " yavZ�Z •- ---�- R � — .7Pi.lCilE.►J>f: .eJ l�/.'JtL 1 Q 3541E� ��i\ RECEIVE GREGGN ,, CITY VI TIG KU FS R. 51 - A 13U;LDING .i,_t'A;.TMLNT, TIGARD N0. PLUMBING PERMIT roider of a valid plumbing contractors license is hereoy i.JthQ,iled to Cause pa,-mjh -j YVGfn J� nwc;n noted to be insta„ed in accordance with the piumbin j code of T Bard. Such instahations mcuire insacc:ion ay :no City Inspector who sha,i be notified not less than four ;li; hours prior to tiie ti.—,,o :ae ;:.;1,,;,atiun5 are ready for inspection. City of Tigard Business License required for ail contractors andel bub-cortuLc;urs. NUNLEI7 OF 'O"A, PERMIT ND.'S TYPE OF P.SR',' T MALS CE ON EACH b'/O:,NT I IOthco Use Onryl -LLr.51 i7 .� ,-n:ly-1 both-anch J25.00 I 1 bath unit — 2500 R-”I.lint hroom s-each _ 10,00 V Al m HOmn 5oecg-each 16,00 INDIVIDUAL. FIXTUnE FEES t 'r) Fixturrs in 1 bu-,rinr.-anch 3.00 c3 0 I J1 io'.A Firtvres in 1 uildt in -enrit i 2.60 '01 'n`;00 Fixtures in 1 building•-eoch 200 �!0' nr Tnre Fixtures in 1 building-each 1.60 —f reLANEOUS -ILL 10.00 f0'_ -- 10.00 1C.00 l :n buirl'nu 5,00 i _�car:,ystomt-acch 'JYG'; ;TT-- 10.00 dor Plumbing lr,Njocbon Phone 6334191 i - P umbing Contractor ily AP RECEIPT NO. Issued By RICHARD W. NORMAN AIA ARCHITECT StV[N THIRTY SOUTHWEST FIRST AVt N'JF POCIAND, OREGON 97204 (501) 228 9581 Mr. Ed Walden, Building Official City of Tigard P.O. Box 23397 12420 SW Main Street Tigard, Oregon 9/223 Re. Administrative Services Center/First State Bank of Oregon Dear Mr. Walden: After our phone conversation last week, I was puzzled by the need for an area separation wall , so I went back through my files and the code research I did in 1972, on the original building. I have attached a copy of the research to this letter. think the confusion on allowable area stems from the 1913 State Fire liarshal ' s plan revie%-,, which erroneously classified the building as VN. The building was designed and built as V ]hr. , which allows as an "Exception' , under Sec. 2203 , the exterior walls of a V lhr. to be unprotected in Fire Zone 2, if there are yards/streets at least 40 feet wide. CUIa"L�' / q,j'' I verified this with Darrel Austin, the Building Official at the time , and I also discussed this with Jim Brien today, and he agreed with m; analysis. So we have a V Ihr. building, utilizing the code "Exception", With separation on 3 or 14 sides the allowable area for our I hr. building is 21 ,000 sq, ft. -- The total area of the building, with the additions will be 17 , 8/8 sq, ft. , which is well within the allowable area. I trust this clarifies the matter, since the intention and design for the original building was V lhr. ; to allow for future additions up to a total of 21 ,000 sq,ft. Sincerely, /^ RiZhard W. Norman , AIA c..: Ned Takasumi Ralph Nelson October 19 , 1917 ■1 Icy October IG, 1972 NOR"1" I "I' II vtrtnr• ADMINISTRATIVE SERVICE CENTER ` ` L 1111111•, ,111 111,,1 .1 IIH „I r 11 G nl,ll Nun, "REhuy 97LI14 reL. LLM-9$41 FIRST STATE BANK OF OREGON J LocaCion: S.W. 72nd, south of Sandburg Street, Tigard, Oregon , Zone: M-2 Fire Zone: "+ Tigard Bldg. Code: 1970 Edition Uniform Building Code �i ti Other Regulations: City of Tigard, Ordinance no. 72-35 t' Chapt. 105 - Site Development Plan Review, Occupancy: F-2 Construction: Type V I hr. Basic Allowable Area: 10,500 sq.ft. / FFVT In Fire Zone 2, if separated on four sides by minimum of 40 !yar$s , the area may be doubled, and no fire rating is required on the exterior walls. y note: Basements are not counted in the basic floor area, ( If distance is less than six feet, from grade to the Main Floor, it is a basement.) Minimum Setbacks: Front yard - 30 ft. , Side and Rear Yards - 20 ft. , I i Maximum Height: 35 ft. ' i Parking Requirements: (1) One space for each employee, on the largest shift. 9'x 20' spaces, with 24' driveway aisles. BUILDING PERMIT APPLICATION 11T TIGARD DATE 10-19-77OF THE UNDERSIGNED HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED RUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICAnONS OWNER PHONE _ LOT NO.. _ OWNER __- JOB ADDRESS 71''n t ltandbUTL� f;lj• HOME ADDRESS ARCHITECT BUILDER -13m6 ADDRESS ENGINEER DESIGNER STRUCTURE ❑NEW— ❑REMODEL _ []ADDITION____ ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE COMM DEDUCATIONAL ❑GOV'T EIRELIGIOUSCIPATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE =❑BOND CJ MOVING ❑CONDITIONAL USE LJuESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS Ml OCCUPANCY _ LAND USE ZONE BLDG.TYPE— FIRE ZONE— PLAN CHECK BY HEAT .1. UL:-rmit is { idify --unurutu ourk only .1 C3 :1 .tJwll +111 PIS' al .kif,itlUn Idditiune for admitustrrative 5ery ee cin tJr •or- e e alt LJUr gun 5�L FJf, p c.-pure y 1C inr urman- nrc . HEIGHT--- NQ.STORIES_.—_AREA ND-@9Q95?J V81.I1E 3G�u0u. BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 1413000 --- -- ----- ------- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE HUDING CODE, ZONING II. Plan Check ?� '�f REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND 11' IS VE.REBY AGREED THAT THE Sub-total 217. f.l) WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANDSPECIFICATION3 AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINC.NCES- THE ISSUANCE OF THIS PERM11 DOES NOT WAIVE RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 8. 7 LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HFATING. Total 226.20 BY APP-LC ANT (gyp Ar.f NT "----- -- -- Approved y r3 tw Receipt No. � - ADD ESPH E - - - -- --- -- °�r 1A♦ 7A i 7 r i DATE I INSP. TYPE�NSPECTION REMARKS PLUMBING DATE 7I'Jg�Lr SIJ Contractor j , -� �� •y Permit No. I I- I0_')'1 r3 a,-,,,U o- i 2 L £ Rough in -- _ �� p Q drture Final _ HEATING 7 ✓ — STCEL__�!_�1 Contractor rt(.,L,it WP47 c;,71- Permit No. _-------- Gas or Oil _ �z-11- �� �` Tt)AA Ce NCrjt= E TC3=AvtC Rough in _ ---- i Findt _Le.�.[r �L�� �t cf^„c __ — SEWER _ Final DRIVEWAY F i na i ------- ---- -�� c Storm Dralna e (Rain Drain) Final Sidewalk Curb&Street Final A roach_ _ BLDG DEPT FINAL TEMPORARY CERTIFICATE OCCUPANCY Final— CERTIFICATE OCCUPANCY --- 1 3ndscaping IIZonwng Fina! -._.».._..._ 1*+rlw"�/!MM'�!WM'OC' '' xrt 'p�.'�"",s.rr'�4"y'""�•v,�Ahn r CITY 0' Ault. 1► _ N 0413 BUILDING PERMIT APPLICATION TIGARD DATE -- 19 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OWNER PHONE—� --- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. �WrJER irai 6LIILe H+�a+�, of oraq,i�u ADDRESS llji) _6i'A1+ U4'• -_ BUILDE9PHONE ENGINEER Avers » Ne1Mon ENGINEHITER ��1 — DESIGNER RUILDE STRUCTURE R {J NEW ❑REMODEL ❑ADDITION OREPAIR _____❑RENEWAL _❑FIRE DAMAGE_+ ❑DEMOLITION ❑ RE-SIDENCE `❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE L.JSLAB [:]FENCE SIGNS ❑BONG ❑MOVING _❑_ CONDITIONAL USE `❑DESIGN REVIEW ❑COUNCIL APPROVED -�❑ _ FIRE ZONE PLAN CHECK BY_- _ HEAT- USE ZONE BLDG. TYPE — .ut>,u t CVIr.C i'a rk i ng t ri t: ,accottd 1.N to approved Pleur NO.STORIES AREA �._LUE _ OCC,LOAD FLOOR LOAD HEIGHT -- BUILDING DEPARTMENT RIGHT SIDE SET BACKS FRONT HEAR LEFT SIDE _ Permit '���� � --'—� THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE COTES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WI rH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND OHDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS, CONTRACTOn AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%State LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING Total BY CTT APPI_1CANT OP AGENT Approved Receipt No. -- ADDPESS Pru)Nf qw 1w w >� I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. --- Rough-in Fixture Final HEATING ---� —v �— — —_ Contractor _ Permit Nc. — Gas or Oil --- ------._ Rough-in Final --------- — -- --- SEWER —� Final _ --- — ---�._�_----- —_—._ DRIVEWAY Final Storm Drainage — Jv (Rain Drain) Final Sidewalk Curb&Street Final A roach _ BLDG DEPT. FINAL J TEMPORARY CERTIFICATE OCCUPANCY Final — CERI IFICATE OCCUPANCY -- — — Landscaping Zoning Final • I . I , I 7 w[ q W-Mmm-FXWitll w- City of Tigard INSPECTION REQUEST for INSPECTION TIME' PERMIT NO. : __.. DATE. .? Z . 9 DATE ISSUED :--L Z I OWNERS NAME : R64 F2l.-1 1--i- C1.1,le ADDRESS: �� _'�1 /2C1,1-<,—, CONTRACTOR : TEST : Air p, Watery] . Visual D , Laboratory p I RESULT: Approved D , Disapproved , Pending 0 SKETCH' I I 134�Ll�1�<� a C 0- a101 e� Aj o-r 0 c c L/P Y 4. INSPECTOR DATE vVc: 501x ' Attach supplemental test data bereto' )TS V t , 1 Rck:; IVEC) r JUL 2 B '1974 J "TY OF TIGARD N(IRMAN n SIAM( It ARCHITECTS SL1'1.N-IIIiN 11 'M 11ME'r IIRST AVBNI'H PIIN ILANU, 0141AMN H7u14 Tut.. 12,8•9s81 M'' n Mr. Gill McCormack W.C. Sivers Company 5000 S.E. 25th Avenue Portland, Oregon 97202 Re: Administrative Services Center "f Dear Bill : Larry Futter and I checked the Exit doors on July 23rd , and then talked with Russell Austin, the Building official in Tigard. After some discussion, Mr. Austin said that the following installation would be acceptable. 1 . Install Adams Rite 3 point locks on the active leaf of the Entrance doors, nos. 11 G 12. 2, Install a surface mounted panic bar and vertical rod device on the inactive leaf of the exterior delivery door no. 15. 3. Install signs , according to code , which indicate that the doers are to be unlocked at all times, on doors nos. IG & 24 which are at the ends of Corridor nd. il , I informed Ned Takasumi , and he asked that the work be done as soon as possible. Will you please order the hardware and have it installed. Sincerely, ~ \� C.—e*iLfit-'Lr�l �. Li4liard W. Norman, AIA f,WN: cc: Ned Takasumi Russel I Austinv July 25 , 1914 1'II i1141Y ♦ IPM 1 1 A 1 .1 •I.. I 1 1 II , 1 ) (. ,. II 'ii !I II H !it tifll,I i�'4 II Ij it ::Ik)II!II Ills{{f jftll 1 i I j:ruf i s- • Fyt. O!y '1r 1 u r u 6r ... •_,.I 'I ...I I I II', I I. 11. ! I�f1 ';�.t!}•1! t I 1�1I n :: Lk" G; a? IIid t !. ! Ian. 1. .u.t! 1.1., I .,..�•• ..n. t71ir��l•''```��l� M��Ih��,lu ��ab�hYtl�l' ! I•il Q!�I�1ry('I }]{J1 li �,1 II 1.t.•uk5.j �f jJ • .r .L II!,GGI !J4jrl 'III 4.., 1 r Itu I 1 •Iil i1i�u!�11��WIP ry:• Lul ..' 1 t{I�.. NORMAN STANICH ARCHITECTS` AI,VLN•TItIQTV \OVTHWBST ll ItST AYBNUE POATLANn, URIMON 971O4 tIL: LIS-9581 Mr, Ned Takasumi First State Bank of Oregon 1036 Main Street Milwaukie, Oregon 97222 Dear Ned: Enclosed is a copy of the July 2 nd letter from Roy L. Erickson, which I discussed this morning with Russell Austin, Tigard Bldg, Official . He agreed that the Corridor was not dead end, and that the Basement is satisfactory, as built. He said that he would accept a two point, top and bottom bolt arrangement, on the inactive leaf of the Exit doors as a solution to the hardware problems. These could be key or thumb kno}) operated. am meeting Larry Futter of Chown Hardware at the job naxt Teusday morning to finalize the required hardware. ti! sincerely , 91crd W. Norman, AIN RWIJ cc: Russell Austin July ig, 1974 AI,111Ir V \1,A Al AN,A 1 A %I MON 1. 11 A N11.It.A 1 A "Ail a11► w► � � ! !w wr w1 wr alf � o DEPARTMENT OF COMMERCE q G' BUILDING CODES DIVISION PLANS REVIEW SECTION 674 CHURCH STREET N.E. • SALEM, OREGON • 97310 • Phone (503) 378-8009 July 2, 1974 Richard W. Norman, AIA , 7030 SW First Avenues Portland, Oregon 97204 Ire: feyuirements of UBC, Section 3303 (C) Administrative Services Center, First State Bank of Oregon Dear Mr. Norman: A review of your appeal request was made Thursday, June 27, 1974 by Fr. Charles Roth, Chief Deputy State Fire Marshal and myself. It was agreed that the requirements of Section 3303 (C) were explicit and any deviation from such requirements would .not be acceptable. We would also point out that, according to Sheet A-3 which you submitted, Corridor 23 is a dead end corridor of approximately 82 feet. Since this is not acceptable, the corridor length will have to be changed so that no more than 20 feet of corridor is dead ended. It should be further noted that the basement is in excess of 1500 square feet and there are insufficient openings. It therefore is required that the basement be sprinkler protected throughout. Ti you have any Eurthcr questions regarding the 'above matters, please contact this of 1 i�_c. Sincerely, Roy L. Erickson Plans [review RE:pv cc: Clyda Centers Fussell Austin PIN OWN lee. .l�• '✓ Y ! �y� , 'y (�y�4 ,,gyp, ,.y, ��jj .. ,� .. ........... ....m,F--.-!s-arse«�.a�r..estaart«+,t+'F•^•'�f �-- � � a�}�aR-•nsssa! - - ff c c 1G IGARD CITY OFT f OREGON Owner ....... _irs ...S.tate...Bank................................Permit No.......73.-10.0... 1 Building Address.........?150 SlW. San.dburn Street....................... _ Certificate is hereby given this 2N!....day of...�u.ne119 19. Z4.. that said building msiv be occupied and , � ! ;hat it complies wish all requirements of ' ��'`. • F� .. the Building Code for the City of Tigard, as approved by the Tigard City Council. (� • ' �./J�i�ca-�.....-... ............... .................... Milrlinr Inspector II,. t ¢ TEMPORARY OCCUPANCY PERMIT EXPIREBA4 9b , t AW MWiLEMIAL qll I f I,.�ELI � i� i111: � I Id,tiNl11 Nc)RNP 4 STANR II ARCHITECTS SI•.S'I%N IIIIRTY SUI'TII%V'..St PIAST AYBNUB d VtINILA NII, ORWON 97L04 TEL: 118.918I i Mr. Harry Baker, Administrator Building Codes Division, Dept. of Commerce ! Executive HG -se 325 13th Street N.E. Salem, Oregon 97310 :i Re: Administrative Services Center, First State Bank of Oregon i Dear Mr. Baker: The plans for the above building were checked by the Building Department of the City of Tigard, using the 1970 edition of the Uniform Building Code. t. The building is now complete , and Mr. Russel Austin, recently hired as Building Official by theCity of Tigard, noted on his final inspection for occupancy, that they hardware installed on the exit doors did not conform to the requirements of UBC Sec. 3303 (c) , which is also a part of the new State Code. Since these requirements conflict with the normal operation ,I. of the building, the First State Bank wished to appeal the provisions , since their operation insured the safety of the occupants. Mr. Austin suggc,ted that since the State Building Code would become effective on July 1 , 1974, that thq appeal be made to the State Building Code Division, which L .:casions the attached letter. Sincerely, 'Richard W. Norman, Ala RWN: cc: First State Bank of Oregon Mr. Russel Austin!/ W.C. Sivers Co. June 25,1914 4I ., . x.t t A I A 11 MON 11 %1 AN It.N,A I A ..fit::•� A ., 1 u d I 'I � t •NN � 2' '' ' �..::�, J, u'•, ' '..: ';y � ;;ti.;M4 `. ••,..irtl.�+i,ill,u.nJ4i14;1c�11iMn;di:)ll�Itf�llMiilu4l��� �L�'�1.Mi NORMAN e4 SIANI(H AKCHITKTS SkVEN•TIIINTY 7U1'THWHAt PIPIT AVISNT8 PORMANb, ONHION y7L04 THL: L18•9SNI Mr. Marry Baker, Administrator ,lune 25, 1971+ Building Codes Division, Dept. of Commerce 325 13th Street N.E. Salem, Oregon 97310 Re: Administrative Services Center , Tigard, Oregon Dear Mr. Baker: am writing on behalf of the First State Bank of Oregon, to appeal the requirements on double door locking devices , for the �• above r-2 occupancy as required by Sec. 3303 (c) bolts required on pa! r:. of doors has proven The automatic flush booperate and troublesome to maintain, on to be very difficult l projects where they have been installed. In addition, the hardware would be a hindrance to the normal operation and security requirements of this facility. have enclosed a plan of the main floor, noting the number of employees in each area , the routine operations which take place, and the exits , which are numbered 11 , 12, 15 , 16,& 24. The exits were planned as double doors to facilitate the periodic changes in furniture and equipment. In the daily operation of the building, it is the policy of the Bank to autorize one person to open all doors , every morning, and another person has the responsibility of checking through the building at night , locking all doors. In Periodically, Conf.+12 is used for- Bank employee seminars , groups from 5 to 20, arid these may occur on weekends or at night. At those times , when the rest of the building is unoccupied, doors no.2t are regl'i red to be closed for securuty reasons. Doors no. 11 & 12 would remain unlocked during the seminar. The building; operation is controlled, and the only visitors are service per,,onnel , who periodically inspect the equipment. The required hardware would create a hardship in the daily use of the building, and malfunction unless continually maintained. The present policy keeps the building open when occupied, thus sa`eguarding the safety and welfare of the occupants , and for this reason, we appeal the requirements of Sec 3303 (c) . Sincerely, hard W. Norman, AI cc: First State Bank Mr. Russel Austin WC S I v ei's I.A I A % Mos L a I A.I 1 11,A 1 1 qW IRAWKK�WKKNKK CITY OF TIGARD MECHANICAL PERMIT DATE��o- _ PEF-UlIT N0. _�y- /vi �� TT� RECEIPT NO. /0�2yy BY FEE `3 ,,22- 1. ,2L1. Permit shall be obtained prior to commencement of installation ' 2. Permit shall be obtained for all appliances* which are to become afixture to the building, 3. Relocation, replacements, alterations, or changes to burners and duct work require permits. 4. All work to be concealed must be inspected before cover up. New Tnstallatinn �h� 1'opl nce ❑- Relocation ❑ Addition ❑ Alteration ❑ CONTR. McCormick Mochati i - _ OWNER AllllfZFSS _ 902 S. E. Sherm_ an WORK ADDRESS Ad Services• Center Tigard Portland, Oregon APPLICANT Ig • , . TELEPHONE NO. FURNACE - MANUFACTURER _ Carrier TELEPHONE NO.. HEAT Tnput rating (Btu Per Hour) 1.,200.000 Vent Size roof top_ Flue Size FUEL OIL ❑ GAS [A ELECT U OTHER TOTAL SQ. FT. Top Floor Main Floor — Basement GENERAL ITEM NO. FEE ITEM NO. FE For Issuance "of Permit 1 .00 Boilers Over 50 New - Under 100,(j00 Btu 4.00 Air Handling _10,000 C 'I !'Vew - Over 100 000' Btu 2 ._ Air Handling Over 10,600 CFM � Floor Furnace .00 Evaporative Cooler WWI .. Floor - ,Suspended _ .00 �� Vent Fan Install Vents •0 'Vent Sysam 2 fair - Heat & Coop _4.00 �:ood1y Boilers under 3-Hp 4.00 YDomestc Incinerator 5 Boilers 3 to 15 Hp 7.50 Comm. Inc nerato'r Bo i 1 e rs 1 - ---�-�--�- ��j to 30 H A C 2 ��_ 10.00 Other No�L-3-sted �. �.. Boilers 30o��0 INSPECTORIS COMMENTS APPROVED BY 4 DATE S ISSUED BY DATE 7Z- Signature of Applicant -✓ WAW�POLKMWKMRAMRM0NIRWNIAMLW-A&�� 1 .r r May 29, 1974 Ted Takasumi Fi.ret. State Bank of Oregon 1036 Plain Street Milwaukie, Oregon 9722.2 Re: First State Bank building 71.50 S.W. 5andburg ;t. Tigard, Oregon Dear fir. Takasumi: As per our conversation on May 22, 1974, concerning the occupying of the above building (which has been done Without an occu ancy permit or final inspection from this departmant�. Before an occupancy permit can be issued the following requirements must be complied With: 1. front entrance doors and all exit doors must have approved hardware. Manually operated cadge, surface mounted flush bolts and surface bolts are prohibited. When exit doors are used in 'pairs and Lihen approved automatic flush bolts are used the door loaf having the automatic flush bolts shall riot have door knobs or surface hr,rdwaro. 'The unlatc'ii.-Ig of any loaf shall not require more than tris operation. 2.. A mechanical permit for the heating and cooling system must be obtained from this dep: tment.. 3. Remove the manually operated flush bolts in the corridor doors which are used for fii �, separation. c Ted Takasumi May 289 1974 Page 2 4. Light fixtures in the corridor to be completely boxod in With 5/8" sheetrock or material equal to one hour protection (sheetrock laying on top of fixture not acceptable) 5. Fire dampers are required Where ducts Pierre basement ceiling With inspection plate. 6. Rain drains to be connected to storm system. 7. Supply the City With a copy of the landscaping ✓'� bond. When the above mentioned requirements are completed a temporary occupancy permit -will be issued. If you have any questions concerning this matter please fEal free to call me at 639-4171. Sincerely, Russell Austin Buildi^,g Official RA/fs cc: jnR Gieulich, Fire Marshal W.C. Sivers FIRST STATE BANK OF OREGON 1036 Main Street Milwaukie, OR. 97222 ( ; MEMO (XX) TRANSMITTAL TO: JIM BRIAN CITY J P. 0. Box 23557 Tigard, OR. 97223 SUBJECT: LANDSCAPING BOND - ADMINISTRATIVE SERVICES CENTER, Tigard, OR. Please find enclosed a couy oft _labor and aterial Pav_ngnt Bond between McNaughton Landsc�ping and First State Ba c�]L9f-Qg—qo-._ Hoping this is satisfactory. If youha-u any aue tion please call . --- -- 96 l DATE 24 May 1974 _ SIGNED / _ _ E. E. Eckart Cashier ADM - 39-74 EEEJfIo City of Tigard INSPECTION RE© UEST for -- INSPECTION TIME : _ PERMIT NO. : DATE: DATE ISSUED:__Z OWNERS NAME : -- ADDRESS : AME :ADDRESS : -- CONTRACTOR :_____-__-___— TEST. Air D, Water E) , Visual D , Laboratory ❑ RESULT : Approved D , Disapproved , Pendinq SKETCH: I V INSPECTOR DATE CNOTE Attach aupplementol feet data heret] 1 City of Tigard I INSPECTION REQUEST fr 0 INSPECTIONTI , Oli PERMIT NO. : __.. I DA :- - DATE ISSUED :--/. OWNERS NAME : E11217- -!� %E ADDRESS: T7 I CONTRACTOR ' --- TEST ' Air U, Water❑ , Visual Laboratory [] RESULT: Approved ❑ Disapproved Pending ❑ I SKETCH. 16 I I I INSPECTOR DATE NJTF Attoch supplemental test dol,q hereto I 1 I1 I City of Tigard INSPECTION REQUEST � for INSPECTION TIME: r PERMIT NO. : DATE: DATE ISSUED :--.-/ Z OWNERS NAME : _7::1 S T 3_79->E tj ftn_ADDRESS: ;',/Se) — 00NTRACTOR : E TEST Air E3, Woter O Viaual Laboratory p RESULT : Approvsd q � Disapproved Q Pending SKETCH: �� I I I i I I INSPECTOR DATE I I COTE: Attach •UPPIemGmtol test data hereto] J p SS7 �9a,� May 3. 1974 halph A--.,roll RE.GF.IV ED Chief I.uildin; insp^ctor IAAY `Z 4 ON 4 Cou:"ty o Sonrl-M8 11°1 !'.L'. intatrrtion CITY of TIGARD 2555 t' :�:oci.no 1.vL ua Santa Lc 1, t;nii::;;: °:�+OZ Dear 1:r. A.:aroli: Thio in in reaponse to your ce—:-unicatien of March 24, 1974, conccrtti.r, , are ^t for au int orprctaticn of Section 3303 (d) of th<-: 1':70 Cditir.:., of tha Uniform Building, Code. This section requires that every required e7it dootvay be of r•,jffici(nt size to pernit the ingtall.ation of a door not less thnr. 3 feet in width and not lean than 6 foot 8 inc1,,_•9 in 1,ci,ht. It furtl._r states tti:at the exit .•ry nhc-ui,J Hve a clear width not lean than 23 inches. Accordir.rly, c:1y door leaf which Fill pc=nit a cle:r width of 32 inches is obvicusly co-21yin3. In tija c:je of a door with doable leaven, which appearn to be the cera! in qu�!rtion, tha cc-nditions rre latcd by tP,e last part,,^,roph in ;;cction 3303 (c). :'luc�h bolts are not per:itted unlena t1v,y are of th^_ :.utc-"tic tYPa r-(�ci- fie..d in thin para^rr.ph. in Sections 3315, 3316, 3317 r.nd 3310 cc-:IJ xou will note, 1 adever, tb"t the entiro Secticn 3::13 to rc,,ulcted by the Vic- ral rc ,.sire :ata in Section 3 03 (c). it tt:a door leaves otilizir-, flush Colts am for e.cit dc--,-:3 rrm iri en area hlvir-, on occu- tr lead of ten or Ir-n, caLy " (u) (l�) r_.1 (i) would apply. Acco:-Jir. ,Iy, tt," door r :c:a t,ith the lc: l:i., devic:s provided as in yc.r c::::- ;,1c coo ,ld be cccrptablo tali^n servin; this loon occv; :nt load. if ve ern be of £urtliar eaal .sauce, plena let of 1:n0w. Yours very truly, T. J. 1'cr;r7gtnus P.E. Chief I'ltu Cheri; I-n,3ineer T.r a 1•:' t FINANCIAL INDEMNITY COMPANY THROUGH INSCO INSURANCE SERVICES, INC. 'v LABOR AND MATERIAL PAYMENT BOND Approved by The American Institute of Architects A. I.A.Document Nn.A•311 (Sept. 1963 Edition) Q KNOW ALL MEN BY THESE PRESENTS: BOND NJ. ......262179LhC1Uded­ ^ PREMIUMS..... ..... .. ............ ... . That McNaughton Landscaping ..... . .. ...... .... ..... as Principal, hereinafter called Principal, and FINANCIAL INDEMNITY COMPANY a corporation organized and existing under the laws of the State of California, as Surety, hereinafter called Surety, are held and firmly bound unto .The FirstState Batik of ........ .. . . ..Oregon........ as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of ELEVEN THOUSAND, NINE HUNDRED THIRTY SIX AND 35/100ths----------- ""' '"... Dollars($ 11,936- 35 t for the payment whereof Principal and Surety bind themselves, their hair executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated February 12 1974 , entered into a contract with Owner for Property Improvement at the First State Bank of Oregon-Administratio , in acct �liWdrawin?s45AP MMiens��rg St -eet - Tigard, Oregon. William Roth (Here Insert lull name,title and address) Landscape Architect. which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly make payment to all claimants as here- inafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in lull force and effect, subject, however,To the following conditions: (1) A claimant i; defined as one having a direct contract with the Principal or with a subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. ) (2) The above-named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who t' has not been paid in full before the expiration of a period of ninety (90) days after the dale on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. V - (3) No suit or action shall be commenced hereunder by any claimant, (a) Unless claimant, other than ane having a direct contract with the Principal, shall have given written notice to any two of the } following: The Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the '4 last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy r bbb the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage repaid, in an envelope } addressed to the Prilcipal, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save thaty such service need not be made by a public officer. (b) After the expiration of one (1) year following the date on which Principal ceased work on said Contract, it being understood, V however, that if any limitation embodied in this bend is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law, y (c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the 5 project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof,is situated,and not elsewhere. (4) The amount of this bond shall be reduced by and to the extent of any payment or payments made In good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said Improvement, whether or not claim for the rr amount of such lien be presented under and against this bond. Signed and sealed this 2nd day of May... j, A.D, 19 7 4 �! In the presence of: MgNaught �ah scop g � By (Seal) I Principal ` AN ' Al. IN)F' NITY COMPANY By John p WiIn Attotney-ln-.CaCt � "it bend It Wood rlmultaneeud►with Performance bend In favor of the owner eendit it on the full and faithfot perforftaned of the [enfnet. y ILr�J_C�t�iV�C�,L�-��>�r.,:,�'.,;^.lrn r,�r-rn ;,,� ,,,� — .J.-v,i.• ---- --L•1 LI 307(3/73) mclLmtl�rnn .. _ �• I. Z "ECEIVED MAY 2 8 W4 CITY OF TIrARD FINANCIAL INDEMNITY COMPANY MOM/0e►IC1 ►411141 WILarr.rla aL#O.,LOS A AGILaa,CALIFORNIA 1001/ POWER OF An*ORNEY KNOW ALI, MEN BY IIIESE PRF:SEN'FS: 'That FINANCIAL, INDEMNITY COMPANY, a corporation organized and ,•rt»ting under the lawn of the State of California, and having its principal office Fn Luo, Angrlen, California, dues herehy constitute and,ppoirot John Opheim of Seattle, Washington It. Ince still lawful Allurne)(,)in-fait TO sign, execule, sed, acknowledge and delver fur,and on Lia behalf,and a. I. a.t and Oved, nov and Al bonds,rrrognizrnrea,i nl:er- takings,conlrarle of o.demmtl,or other wriltt.gs obligator) in The nature therrnl,a.follow,. MISCELLANEOUS SURETY BONDS–Maximltm Penalty $25,000.00 CONTRACT BONDS– Maximum Penalty $500,000,,00 And said G-rnpan) hereby ralifie,and confirm»all and what.nner said Allorne%(+).in•frrt ma) lawfull) do in the premises by virtur ofthrsr prrsents This appointment is made finder Arid by authority of the following Resolution passer) h) the gourd of Directors of said Company at a tnerting held a,the principal office of said Company,a quorum being present Anel voting,on the 19th day of December 19 72, which resolution is still in effect: "RESOLVED, that the President nr any Vice President, In conjunction with the Secretary or any Auistant Secretary,be and they are hereby authorized and empowered t..appoint Atinrnegs-in fact of the Company,in its name and its its acts, to execute and acknowledge for and on its behalf any and all bonds,recognizance,under• takings,contract:of Indemnify or other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writing%so executed by such Atlornrys-in•fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Officers of the Company in their own proper persons." IN'WITNESS'A FINANCIAL INI)F\1\11') I )`1l'A*N1' has ua ised These presents to be sealed with its eorporatr seal,duly Attested by its Fire President and its Secretary,till, 19th day (if December 19 72. FINANCIAL INDEMNITV COAIPANY _._�_..-_ -- �•fre fsrellrfnnf Serrrfnry i Till.STATE OF CALIFORNIA OUNTti OF'LOS ANGELES On this 19th dsp of December Ir) 72 before me unite the abol,e n ino-d Vire Pre4drnl and Secretary of Financial Indemnity Company, to nn• iwi-,onalk known In be the indifidnsls and offit er.d••..rilied herein,and acknowledged that Ilse seal affixed to the prrueding io,Innnent i,the corporate yral of Finnurial Indcnoott (.onfpatt) and That the mid corporate%rill aril their signaturrs all offit rr,were dol)affixed and-sib-frilled let ,aid III»irtlmeni It% Ihr nolhont% all direction of said Corpornliou. LARRr D NIJAM AND it INOT: ;r Vu'L-I (,ALHUUNIA f - PRINCIPAL OFFICt IN M_ LOS ANGFIf' CO)NTY Commission Expires Sept 10, 1973 {r — -- fact 1,141,11, — ------ I, the undersigned Serrriary of Financial Inrlemoill, Company,hereby crrlifo, That Ili-altov mol foregoing I,a loll,frill,and correct ropy of the Original Power of Attorney i-Iled by %aid I ornpam, ;nil do hrrehy furlhrr certify that 16r -.sill I'oaer.d Attorney is.,till in forte and effect. And 1 do hen-hl, furlhrr I relit)Ilial Ilte Cerliftl atitnl rel lh.•P.-t r t.I \Totino y i,»ifrned Ind a•ab•d bl LL,•un.b no ler and by the aolhernt) of Thr following n•solotion adopted b% the Il,-ard of Ihrl•t tor,of til,•Finan.mi ludrrnnily I;ony.Inly al a merlin( doll, Called and held un the 19th of December 11) 72, arud that..Lid rrsololiot-11,1,vol bct n amenb'd tie reyu;dcd: "RFSHLVED, that the signature of the Set retat, or auy AsA a oa Sr,,nary rd thi,L'orymnnon,and the.tai of this Corporation, may be alf,%Pd sir prinrrd hr Lt.yimilr to Any trtofe/tion of A Toner of.\Horner of rho Corpnratmn,and That an It printed fartimilr dgnatmr and%PAT Dull he valid and binding upon this CtnVor.ninn" I,I1'F1 tinder my hand and the.ral of.aid Company,al I... 1ogele ,1 alifortu.e.then 2nd day of Mav 1'r 74 c FEMEMEM City Of Tigard INSPECTION REQUEST f 0 r U, �,wl c� e-RL% INSPECTION TIME : PERMIT NO. : ______. DATE: 1.1Z& Z/` DATE ISSUED: LL_.. OWNERS NAME : ADDRESS : CONTRACTOR : TEST: Air ❑, Water ❑ / VisualLaboratory [3'111 ___ RESULT: Approved , Disapproved ❑ , Pending ❑ SKETCH: INSPECTOR DATE CUTE : Attach supplemental test duto heret] i Wt�,WMriMigiidWfWtlWrG,vw.Y►+J.W.bW...w..iM.,.wur.xw:.,...N......,.w.,.,w..v....,.w....np................ ... .... __..._.._ ._......�.., ...... I i i i Address 7�. $� .dirt, �Permit No. Permit charge Owner 1 27' f�1� rR.N.k Connection fee Paid by by Type of building ( pin;. --- Date connected Service rateW Inspection fee Contractor W • . S I L)eP 5z Paid by date Size of connection Assessment paid 3 1 i t r ti . 1� nr +awl wlr awl Iwl Aw a. na war COUNTY OF SOP:OMA BUILDING INSPECTION DEPARTMENT Q{IICIL 115A ADMINISTRATION BUILDING 2555 MENDOCINO AVENUE ' DONALD 8. HEAD SANTA ROSA, CALIFORNIA 95401 PUBLIC WORKS DIRECTOR RALPH P. AMAROLI TELEPHONE (707) 537-2221 CHIEr■UILDIND INBPECTUR r[arch 29, 1974 International Conference of Building Officials 5360 South Workman hill Road Whittier, Ca. 90601 Gentlemen: At the last meeting of the Sonoma County Codes Advisory Board I was ask-� to request a written interpretation of the requirements of pec. 3303(4) of the 1.973 Unifo•-m Building Code, This question has come about by reason of a contractor doing work within the City of Santa Rosa posing the following question: Will a pair of 32" wide doors, one bolted by special slide bolts and one conventionally latched with knob hardware meet the requirements of code in view of the normal opening operation providi.� of 32" or by special knowledge [ g Iu a width would your interpretation begdifferent nfor this oinstallationttinra dwelling as opposed to an installation in an apartment house. Thank you for your assistance in this matter. Very truly yours, DONALD B. [LEAD DIRECTOR OF PUBLIC WORKS RalphAmaroli � • t' �f Chief Building Inspector RA:aw i I City of Tigard INSPECTION REQUEST ► for ION TIME: PERM NO. :?_._.— INSPECT - % DATE ISSUED _-.1--L— DAT E: OWNERS NAME : �--- ADDRESS: CONTRACTOR : ----- TEST : Air D, Water❑ , Visual C3 , Laboratory ❑ pisapproved ❑ , pendino ❑ RESULT'. Approved � , ---- SKETCH- IN 0ECTOR DATE Cptg . Attach Supplemental test data bereta' ",qty cit Tigard INSPECTION REQUEST for !NSPECTION TIME. _.y, �sy7 PERM11- 'JC — DATE: %%' _)ArE: SS(aEED OWNERS NAME ' =57 G txs _ _ AODRESS:ori r R A r re)R . _ ---- ---- -- -- E5T ti- ter❑ , 'v' �b ►et r - QESUL-.. I-Oved uppl �d SKETCH: { G I PECT00 DATE [NOTE: 'MCCf, suppiementoi test JOt l;er `fp, �e '� � wr � s +� ++■► ver +� � ' I City of Tigard INSPECTION REQUEST for INSPECTION TIME ' PERMIT NO. :— DATE .' O. :_DATE : DATE ISSUED :--J--L— OWNERS NAME '. ADDRESS: /=� s7i;TE 1-34I1LK s - CONTRACTOR : ----- ---- - - -- -.-- — -- I "FEST '. Air Lj, Water[] , v•sual U , Laboratory Fj RESULT : Apnroved ❑ , Disapproved , Pending [J SKETCH.' eV— I NSPECTOR DATE COTE: Attach supplemental test data beret I 7`�: �+ p1�t,�. a y„2" .> . w` °•�... .. 7 l + - " t Y, PLUM37 O PMU APPLICATION 13'9 Jurisdiction of f a Yo. Type of Fixture Fee Permit No. - vo-P Permit fee - Water Closets Toilets Permit Issues- 7? Bath Tubs Approved by avatory (Wash Basin ,0 Building Perm _-_ Shower _ Receipt No. ��07 Sin s Dishwashi'n Si 'itchen op Sinks,.,. Ordinary Location of. BuildingF Sinks. Bar Sinks o _ u oma 1c Iiishwas e.r R=56 ,o carni _r 3 s Name & Add ess of 0i'm e Drains. Flc,or ,i �p Drains, Area I Q3 114 ansa- tie rigera or Rain Drains fly - Automatic as er Name h Addy, ss of Plumber oun a. ns Drinking ,o ouritains oda 5' Hot Water Tank Water Service Size ,rc+ Urinals o Buildin Old o" Alter, Repair or �a c - asins - arc�r ,oC+ neral lawnTawn Sprinkler LS' smSwimmin Po(,l eryste _ — _ This permit becomes null and void if work or construction authorized is not commenced within 60 days, or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. All plumbing firms must be licensed by the City of Tigard and post a $1,000 bond. I hereby certify that I have --ad and examined this appli,;ation and know the same to be true and correct. All provisions of lays and ordinances governing this type of work will be complied with whether, specified herein or not, the granting of a permit does not presume to give authority t,o violate or cancel the provisions of any other state or local law regulating construction -r the performance of construction. 01 ��64e�"/t r S gnature of-Applicant 1 I 7 City of 1- i q a rd INSPE CTO N REQUEST I for I INSPECTION TIME : SUED'PERMIT NO. INSPECTION DATE I �---1—/ DATE: ,"� OWNERS --- -- I ADDRESS — CONTRACTOR '— DDRESS N T : — C O R A C T U R :.__ TEST r I ��isccl� , La'- ,rator•f P . A J , Water �, t I [ii7approved riding 'JRESULT' Aporove , �._ pc)7 SKETCH. vev t,•,4✓h 17�, /73 t,l f I INSPECTOR DATE (—OTE , Attach supplemanlal teat data heret] L I Cy 9 City of Tigard and ! INSPECTION REQUEST for I I INSPECTION TIME :_. u PERMIT NO. : DATE: DATE ISSUED'_Y__L _ OWNERS NAME : I ADDRESS : CONTRACTOR : I TEST'. A r J , Water ❑ , Wisucily, La" ,ratory , Disapproved 1 , Pending RESULT . Approved`. SKETCH: kD I I INSPECTOR DATE LN!)TE Attach suppl^memal test data hereto] City Tigai ,j , INSPECTION REQUEST for ---------- I ;;PECTION TIME PERMIT NO. :_ — DATE ' ! ! `�a DATE ISSUED :--J-1— OWNER'S NAME . c/ CONTRACTOR : _---- - TEST jai( Li , Woter❑ , Visual '0 , L.abc story p RESULT : Apnrovedo , Disaparoved ❑ , Pending p SKETCH: f i INSPECTOR DATE [NOTE Altace suppiemen'al teat data hereto] �j City of Tigard INSPECTION REQUEST for INSPECTION TIME: PERMIT NO. : _ DAT E' 1-.2 DATE ISSUED : /_L, kw OWNERS NAME : —2-c ,� ., . ,�. ADDRESS: . S-c� C 0 N T R A C T 0 R : ---------- – TEST : Air L-1, Woter[a , Visual ❑ , Laboratory ❑ RESULT: Npnroved E' Nshpproved ❑ Pending ,,j SKETCH: /40'' � INSPECTOR DATE ErTE AttaCh supplemental test data hereto] � m strong O R C O M P A N K �.1 AIINOF AVF.NII f'NOP TII n SrA TTLk WASH 981119 QQ� � L 4 10 7 September 18 , 1973 Mr . Ernie Campbell Building Official P . O. Box 23557 Orr SIF , Portland , Oregon T�04 Subject : Request for Approval Armstrong Fire Guard Ceiling Truss Joist Corporation Test Project : First State Bank T-igard , Oregon Dear Mr. Campbell : My purpose in writing this letter is to request your approval for the substitution of our Fire Guard lay-in ceiling mat i.al in relation to the Truss Joist Corporation Test , ICBO Recommendation Report #2436 on the above project . The Truss Joist test spelled out in the ICBO Recommendation Report 112436 was conducted using United States Gypsum Firecode lay-in panels as the ceiling system. Report 112436 states that 111" of batt insulation is to be laid on the back of the Firecode panels . The following comments will demonstrate the reasoning behind our feelings that this substitution of our ceiling materials on the above projects will provide the necessary one-hour fire protection needed . A point that is important is the comparison of our Fire Guard ceiling material with the USG Firecode material in similar U. L. fire tests . Armstrong Cork Company tests are fully documented in ICBO Report # 1349. 0 which we invite your review of Section B , paragraph 16 , which describes Design 111, 210 ( 1972 U. L. Fire Resistance Index , pgs . 237-2.38) which was conducted by Armstrong under wood construction and which we received a one-hour fire resistance rating . (continued) September 1$ , 1973 A similar test was conducced '.;y the United States Gypsum Company which is Design 111, _06 ( 1972 U. L. Fire Resistance Index , pgs . 234-235) in which they also received a one-hour rating . The results of these two tests would indicate that the fire resista,tce capab{ lities of these acoustical lay-in panels have similar characteristics. Finally , in substituting our Fire Guard panels , they will be installed in strict accordance with the ICBO Recommendation Report 112436, which means the inclusion of the V " batt insulation in the ceiling assembly . Thank you for your consideration of this request . Very truly yours , Raymond J . Moran RJ11: js Architectural. Represen° ative Armstrong Cork Compan} 6140 S. W. Macadam Avenue CC : Richard W. Norman Portland, Oregon 97201 730 S . W . 1st Portland , Oregon I as of Tigard INSPECTION REQUEST for tinePERMIT NSPECTION TIME. 11I -� DATE: JATE ISSUED -- OWNERS NAME ' —Z--s� 0 — t3Crt'l ADDRESS. � �� 0 N t R A r.T R . S.,c t°� ----------- : EST y, ter D r V:�ua* X. '_ab.•►at�ry r� . r� cl Apps-) ad G e�idi i� v RESUi_. �- SKETCH: i CNSPECTOR DATE ante CNOTE : Attacrn sui ,iementai test her -1� 5 CITY OF TIGARD 12420 S. W, Main street TIGARD. OREGON 97277 APPLICATION FUR BUILDING PERMIT New Construction ® Demolish ❑ Addition ❑ Remodel ❑ Move ❑ ZONING 14-2 DATE ISSUED 5-x-73 BUILDING PERMIT DATE RECEIVED 7-Y-f3 BUILDING FEE $ 4Uu..)u No. u . 1q1 By FS PLAN CHECK $-- •22 OTHER $ VALUATION $ 2d0,000 TOTAL $ b•10.72 RECEIPT No. (� -- 61 A-1 i TWO SETS OF PLANS AND PLOT PLANS MUST BE FURNISHED WITH APPLICATION LOT M tax 1ot lbUU - MAP M- 2al 1D CENSUS TRACT W-1 JOB N Architect or Engineer" Norman A Staaich Architects Address_ 73U S.W. First Ave`, Portland, Oregon _ —Phone-22b-)581 Owner__—._.___ Firut ;l:aLe Bnok Address` y,1d: 0-d-4ur r T yHP&_ MPhone Builder W. C. S.vers Cumpany AddressjLy,iSL�W__W _tW ----Phone BUILDING USE Single Res. ❑ Multi Res, ❑ Comm. ❑ Industrial a OCCUPANCY GROUP F-2 - No. of Stories 2__ Total Height-_`u'--i Area of Lot 2-W Type of Construction I II III IV V Floor Area B 75UU 110UOU 2 Set Backs: Front A.U3 Back 113 L.Side 2u_ R.Side_ u0 Private Sewer Pipe Size_-4-1 Sewer uua_T.garu Septic Tank ❑ Water Service Pipe Size_ 1`- Storm Sewer ® Ditch ❑ Drywell❑ Street and Curb Requirements Driveway Width—__ ,d4, _-- _— _— No. of Parking Spaces,- SEPARATE PERMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL INFORMATION ADDRESS ASSIGNED­ FIELD _--------_-!— FIELD CHECK BY--.----- . ._._ EC _._._ . - -- DATE_-�1t1.1 PER41T APPROVED iY �� It is understood that all work will conform with applicable codes and orr in anes of the State of Oregon and the City of Tigard, oregon, in,l that the building will not be o^cupied until a Certificate of Occupancy has been issued by the City of Tigard Building Inspector. Signature of Appli&ant '7.1 �- VALUX ar%.[Y'r • DATE LOCATION LOCATIO[J !• OWI�Ei JOB MAP , IL PERMIT` •' • TYPE — .EWER PERMIT v ERFEE -- i�4 G§ FEE _3 MECHANICAL PERMIT LATE EXCAVaTIOIJ FILL BY LATE 73 !''OOTI.^�il'FO�J:dDATIO:i AIR CONDITI0NING `- FORMS f, VENr1'II.ATI011 3LASS � — _ J!'FJIIFlQ,EI; BY,,TEM — REIIT'OFCIm STEEL M4li0i�iY FLUES ---- _. JTRUCTURAL ;}T^.:_EL —'__ `_ FIRE UOOR3 EXIT) -- •2 "LUMBI NG R.I. �r,RACE FL(';1R ROOF FLA:;HIiVC �` DRIVEWAY ' —�'— a FRAME—' 3EWER -lyd WALL3OARD STORM DRAIN HBATINC —' PARKING WA TEA HEATER FENCE SCREEN FINAL ---r— a e , i 3 Jc 45 !,r' &W41 9T ATE FIRE MARSHAL--PLANS REVIEW DIVISION NOTICE OF PLANJ 5 REVIEW � � ROOM 370. STATE OFFICE 9UILOING. PORT LANO 87201 I THIS IS NOT A■UILDING Pa'MIT/ • w.., - Plan Fee -' aUllding DUILDIN4 i••- ,n... ___�,�_-Sound Value COMt. County Occupancy - Date Received .-.---- A/ ^ New Bldg.,6 Addition ❑ Alteration / I% Dot- Reviewed ---• Architect --_-_- -------- %/.� _�._ _ a Address -- -- - N. c__----- 'Y ! .. V y Exits Owner — Fire Exits TCT wlnrH As •Aftic /_-- Fire Walls Stories _. Area — Nr aTors _ yl.• _ _--/ MAIN ! "•`r MrI1T -j ..L-- . ....... !-r r•/ _ Men. Alarm S.P. - i ✓ / Sprinkler NI slit a", Stairs /- -- Veit Shafts - c�DsFp ,P%I�I vas A"EAIJ°v'"`_ '-' Root I'1// - Sir. Members el.osaD Floor -- Ceiling .. Hi. Det. - _/�___1 YO,h Fuel --- Ext. —/_"__.'. Tvra ,A4aA covD Type Mfg. System --- cLA110 N^ Type flue-- /��__ Htr. rm. encl. _ Wall cover ------ )( 1•Ty� wf�}h fire protection statute;: and regulations of Oregon admin- The submitted plans have been r iewednfor10 or > I / ,r / _ L __------ Istered by this office. Items No. applicable. Approval of submitted tans is not an a roval of omissions or on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into checked -- the project to meet current fire protection regulation pp vI- r oversights by this office or of noncom liance with an applicable regulations of local gov}ernmen`---- REMARKS: -�-_��_.__ 4 - -- xamined by - —` C. WALTER STICKNEY STATE FIRE MARSHAL aae CHURcH STREET N SALEM OREGON 97310 Copies to: erM.� STATE OF OREGON OFFICE OF STATE FIRE MARSHAL Plans Review Number CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST RE INCORPORATED INTO THIS PROJECT. ApproVdi of 5ubmitted Plans does not constitute appioval of any omissions or oversights nor of noncompliance with anv applicable regulations of local government that may exceed State requirements. I. Structure required to be (L7 Type 1) (L/Type 11) throughout due to ((�" area) (U height). 2. One-hour fire resistance rating required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive construction. A04. Exit corridors require separa . , from any other area by one-hour fire resistive construction. &A. rite resistance of doors of interior openings to corridors required to equal 1-3/4" solid core doors. Relights In corridors require wired glass set in fixed (steel) framing. d/6. Storage rooms, closets, laboratories, shops and areas of aimilar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc. , require full enclosure of (,f7 1-hour) C7 2-hour) fire resistance. Acce•Sj ways to such shafts require self-closing and latching Class 8 fire door assemblies (V 1-hour rated) (LI 1-1/2-hour rated). J,..-8. Attic area-, require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection equal to Interior ceilings with all openings protected as required for ceilings to prevent passage of fire into building voids and attics. &4.1. Fire stc(F, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires flrestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. 12, Corridors require at least 6 feet in clear width. Drinking fountains or ether equipment may not operate in a manner which would obstruct the minimum 6-foot width. 13. Corridors serving patient bedrooms require at least 8 feet in width. 14. Corridors require smoke barrier partitions with double swing doors at 150-foot intervals arranged so that eHch an=n housing more than 35 patients is divided into at least two compartments. tris. Exit dogs from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in thr direction of exit travel. trlb. Exit doors from lobbies. corridors and assembly areas requu: panic hardware. 17. Hardware for all doors is required to be of simple type having no provisions for locking against egress, with obvious method of operation. 18. At least 44" (inches) In clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds. 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not less than 720 square inches with the least dimension not less than 22 inches. Maximum pe:mitte,; „right to bottom of opening from floor is 48 inches. (Ref: Sec. 1304) 4. 0. Surface flame spread rates of walls and cei!tngs, minimum requirement: stairway-25, corridors - 75, ether rooms-225. (Sec. 4203) 160VI. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a he-I, resistant adhesive capable of withstanding 1000"F. for one-half hour. SFM 101 22, All ittu,ns , drapes and si.milat furnishings are required to be noncombustible or rendered and maintained flameproof. 23. All auditorium seats are required to be securely fastened to the floor. 24. Rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. (See continental sparing, Sec. 3313-3314) 25. Seat row spacing, back to hack, required to be at least 33 inches, or 27 inches plus thickness of seat back and inclination of back. 2b. Posting of capacity of assemble areas as noted is required by ORS 479.195. &r27, Heating, cooking, air conditioning and similar service equipment are required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc. , and to be installed in compliance with agency's specifications and recognized safe practices. The installation of ventilation systems is required to be in substan- tial conformity with the 1970 U.B.C., Volume 1I. Corridors are not acceptable for use as supply or return air plenums. 28. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment tv be located outside of building or in one-hour separated room equipped with automatic sprinklers. 29. Pressure relief valves arc required for all water heaters, installed either in separate water tank port or in port for hot wale, line. Shutoff valves may not be located between a water tank and relief valve. 30. A firefighting water supply is required witnin 500 feet of building that is capable ,f producing 500 qpm (minimum) fur 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes or from 5,000 to 15,000 gallons of stored or static water. (Ref: ORS 479.200) 31. tttter:or wet standpipes at least 2 )riches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be Amerlr_an National Standard Thread. Where standpipes are served by sprinkler piping, a 1-inch reducing orifice is required at the hose valve connection. 32. Approved automatic sprinkler protection throughout occupancy is required. Piping to be flushed of debris, with certification of flushing submitted to this office. 33. Approved automatic sprinklers are required over and under stage and in all auxiliary areas, in.-ludinq dressinq ronms, storerooms and workshops, (Ser.. 3802) Sprinkler feed piping required to be flushed of debris, with certification of flushing submitted to this office. 34. Stage roof ventilators displacing at least S% of stage floor area, openable by hand from stage flonr and by fuF'ble link or other heat activated device, are rrsquired. (Sec. 3901-06) 35. An approved fire alarm system with signals audible throughout building and manual alarm sending statif ne adfacent t- exits from each floor or area a-e required. 3b. An s,pproved electrically supervised combustion detection of the ionization type is required for all patient rooms. `o-17. All exit doors and access ways thereto are req.itred to be identified by approved electrically illuminated signs served by two circuits with one separate from al. other circuits, (Sec. 33 12) 38. An emergency power system is required fot the ( ) gymnaslum ( ) auditorium ( ) building to maintain exit illumiration for not less than ore-half hour in event of public utility failure. V39. Fluorescent light fixtures installed on r.ombustible surfaces are required to be U,L., Inc., approved for such ) mounting, or installed to provide at Irast )-inch air space between the fixture housing and combustible material. NOTE: Local regulations or insurance standards for most favorable insurance credit mav, and often do, exceed th,, minimum State requirements. r TRANSFER OF PROPERTY A(,PCEMENT 1 . The First State dank of Oregon, upon receiving title to the property shown on Exhibit "A" attached. agrees to transfer title to the Association Computer Services , that portion of said property described as follows: the property f^om the northwest corner of ;aid property east along the nurth property line 360 feet , thence south ZO teet, thence west 360 feet, thence north 20 feet to the starting point. 2. In exchange, the As-)ociated Computer Services agrees to transfer title to that rortion of the Associated Computer Services property shown in Exhibit "B" described as follows : The property starting from the northUst corner of said property from Sandburg Street south along the east property line 200 feet, thence west 50 feet, thence north 200 feet, thence east 11011g the north property line 50 feet to the starting point. 3. The said property acquired by Fi rst State Bank of Oregon from the Associated Computer Services will be used as an access , egress roadway from Sandburq Street to the First State funk of Oregon pr-perty. 4. the Fit—,t State Bank of Oregon agrees to peYnni t Associated Computer Services unrestricted mutual use of the roadway and the parkinq spaces that will be con- structed and maintained on said acquired property by the First St„'e Bank of Oregon. ASSOCIATED COMPUTER SERVICES FIRST STATE SANK OREGON 7 PrKi dent Pres d0ft Dated _Y- 3 7,3 SA„EM FREMAY SUBDIVISION ' S1 MA MD /N ME S.E. //4 SEVMN/, T.Y S.R/M.WM.. / WASN/NOrON COUNrr, ON£SON AU^TYro SA-PrrAW4 Jsrt Ir.I/AAJf O CN,LT£•ett+rF.,n= IMC 1. •larraa.gryJ 'IN mar -� __�t u oa •+w ,� r,I A4� dr p 010 _t�tw S 'rotoris t yL ��� arcrrt__� Graf_-- fir+ _wrora 000 R � 'Z'�\ \ n:nav,r....+�,w rv+w ry ..r...+s..�+.�w► '�1► p J c'�r w.,.,c ..avr r�aw� nr wmo r s..n.n •r a.ed n►w A.-+.W me I •!eb-r�t•�e•rer i �X H t S3�T 13 • �..r. )s rte, J• .a;•. SAI-EA/ PREMAY SV&&1V1S/4N S/7i►/AMD/NTWdE./A SWrAP I,C T&4R/W/ Ka M'ASN/NSro# cawrr, oArobp .f a as Aw?.��t Ana I ow—a.&- - A•aA as �•••a•A.AMW � L .. 9 WA ��•...A. « rr ; ,,• , •rt also t �10 Or 4w 1,I iOr r` �+ �� \`� \_ + • Yrt . Ars earn; -� __ - --__- -- ��1 . oi Of ►s J OW dO010 own" r Asra t ---------------- GMIT OF RIGHT-OF-WAY THIS INDENTURE made this �� day of March, 1973, between 1,RRnCIATF.0 COMPUTTR 9ERVICBS, INC. , an Oregon corporation, as Grantor, and FIRST STATE BAP;►; Or OREGON, an Orecton corporation, as Grantee, WITNESSETH: Grantor in the owner of the following described property: Beginning at a point: on the West line of Government Lot 4 in r,ertion 1, Township 2 South, Range 1 west, hillamette Meridian, Washington County, Oregon, which point is South 2. 35' 50" West, a distance of 390.73 feet from the Northwest corner of. said Lot 4; said point being the most Westerly Southwest corner of the T i W equipment Co. , et al, tract recorded Septeaijer 19, 1966, in Book. 616 , page 597; thence Routh 66. 53' East along tLe South line of said T & w tract to the Fast right-of-way line of Southwest 72nd and the true point of beginning► thence continuing South 86. 53' East, parallel to the North line of Government. Lot 4, a distance of 410.0 feet; thence South parallel to the East right-.of-way line of Southwest 72nd a distance of 200.0 feet; t.har.ce North 86. 53' west, parallel to the North line of Government Lot t4, a distance of 410.0 feet to the East right-of-way line of 72nd Avenue; thenoe North along said right-of-way line to the true point of beginning. :grantee desires to obtain a right-of-way over said property for use by itself, its agent and customers. NOW, THERrFOA.E, in consideration of the sum of $10.00 end other goad and valuable consideration, receipt of which in tereby acknowledged„ Grantor does hereby give and grant to Grantee, its successors end assigns, the full right to anter upou that l.ortlon of the above described parcel described as followst Commencing at the Northeast corner of said property from Sandburg Street south along the east line 200 feet to the south line of the property, thence 50 feet west along the so+:th line, thence north 200 feet parallel to the east line, to 3andburg Strut, thenoe east 50 feet to the point of be- ginning, and at its option to pave and to use the said right-of-way for utilities and as a dri-away for use by itself, its agents or customers as egress from or ingress to the following described property: A portion of Tract 4 of the duly recorded plat of Salem Freeway Subdivision, situated in the Southas*t quarter of Section 1, Township 2 South, Range 1 Nest of the Willamette Meridian in the County of Washington and State of Oregon, snore particularly de- scribed an follows: Beginning at an iron pipe at the Northwest corner of said Tract Paye 1. G1VkNT OF RICHT-OF-WAY 4; thencm South 88053100" Fast alonq the Nor:'i line of said Tract 4, .10.00 feet to an angle point in said North lira+ thence South 2.33'00" West, 259.94 feet to a point; thence North 98053100" Wast parallel with the North line of said Trect 4, 412.04 feet to a point in the Fast line of s. W. 72nd Avenue; thence North 3.00000" East along said East line, 260.00 feet to the point. of begir►ning. IN WITNESS W11H RE:OR the Grantor, ASSOCIATED COMPUTER SERVICES, has caused this instrument to he executed by its duly authorised officers and its corporate seal affixed this -j�J day of 1973. ASSOCIATED COMPUTER SERVICES, INC. (SEAT.) By: Hyl Secretary STATP. Or oRzGON ) ra. County of Multnomah ) Personally appeared Stephen Popes and e ara Moi +e who, being duly sworn, each for himself and not one for the other, did say that the former is the president and that the latter is the secretary of ASSOCIATED COMPUTER SERVICAS, INC. , an Oregon corporation, and that the seal affixed to the foregoing instruument Is the corporate seal of said corporation and thatsaid instrivnent was signed and sealed in behalf of said corporation by authority of its hoard of directors; and each of them acknowledged said instrument to be its voluntary act and deed. Before mgr this A,(( day of =i.d' 1973. Notary PUB c or Oregon dv C^skft6i0n •apireas Page 2. GRANT OF RICHT-o/-NAY s, yW S I I MEN -J��-�; ' r7.27' j �G5 Yrlapacrty T?2.A D E 8 ZOO Lt 5 72.7 3 i N amu) 4 T ZG.Of �6rr3nc.[ z) Avvia \ I Z ! ti �Sr56u16rt !_A5M'f � -;c.aLx_-1 stc.70 �cpnF ,5copra h�c>r-;►-tarl c �r.G►JtC1J Ar2GNITl ;T+�� �2•J5 77- ~`� } I '�1 yt��i�� it i I!�, ,��t.i!j',,li� it�}}l� � �t�'I ' 1 �y� ...__ .•�I;~'est 1 It .46 October 16, I:;12 >1ANIt II ARl IIFrEc.TS ADMINISTRATIVE SERVICE CENTER „,.r neer evn�ru rhi. LL9•y01 FIRST STATE BANK OF OREGON Location: S. J. 72nd, south of Sandburg Street, Tigard, Oregon Zone: M-2 Fire Zone: 2 Tigard Bldg. Code: 1970 Edition Uniform Building Code i Other Regulations: City of Tigard, Ordinance no. 72-35 Chapt. 105 - Site Development Plan Review. Occupancy: F-2 Construction: Type V 1 hr. y Basic Allowable Area: 10,500 sq. ft. In Fire Zone 2, if separated on four sides by minimum of 40 yards, the area may be y . doubled, and no fire rating is required on ' the exterior walls. note: Basements are not counted in the basic floor area. ( if distance is less than six feet, from grade to the Main Floor, it is a basement. ) Piinimun Setbacks: Front yard - 30 ft. Side and Rear Yards - 20 ft. Maxi-nun Height: 35 ft. Parking Requirements: (1) One space for each employee, on the largest shift. 9'x 20' spaces, with 24' driveway aisles. INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 �. Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection - _ __ -_ -__ �� Date Requested _ — Time A.M. / F.M. Address _1_155 Permit Owner LOt Builder ------..... ....... J - ------- The following Building Code deficiencies are required to be corrected: Presented to _ s Approved Inspector _. _ Disapproved Date v _ CALL FOR REINSPECTION ❑ YEt ❑ No (_ I �y of TioC� rd Mechanical Pcrtnit �T�, Permit__ s3.po___.___ Fe Nevw Instolla! on ge:r'ace l—, Relocation U Addition Alti'ration ❑ State_ /TOTAL f CONTRACTOR d, �tAIC � o��r`ERk.ST AD lR yC�7 7,c— Sf1E1LAMiV ST _, WORK ADDRESS 71TO �. PHONE —e3 S -' t5--Z I APPLICANT 2Ae Heai input Rating (BTU Per Hour)_ — --_� Vent Size Flue.Size - --- ---- i- ,. FUEL OiL ❑ GAS ❑ ELECT 39� OTHER_ ITEM NO. FEE ITEM NO. FE j For Issuance o' Permit 300 Air Condition Compressor 15 to 30 HP 1 New- Unde: 100,000 BTU 4.00 Air Handling 10,000 CFM ��3.0 New• 106,000 BTU & over _ 5.0_0 Air Handling Over 10,000 CFM 5.[ Floor Furnace _ _ _ 4.00 Evaporative Cooler 3 C Wall • Floor _ Suspended 4.00 Rang3 Vent Fan _ z 2,( Install Vents Only ~-- _ 2.00 Vent System— Repai:• Heat & Cooling _1-� _4_,00 Hood Commercial _ Air Condition Compressor Under 3 HP 4.Ob Commercial Duct System_ _- Z 10 Air Condition_Compressor 3 to 15 HP ��-7.50 ir.SPFCTOR COMMENTS___. CITY BUSINESS 'SE REOUIRED FOR ALL CONTRACTORS OR SUBCONTRACTORS APPROVED By ISSUED BY _ DATE RECEIPT N0.