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15700 UPPER BOONES FERRY ROAD-6 DATE MRS. +• n g. ,� C7 PROJECT DESCRIPTION NEW TREE STORY, 44 UNIT M7fIIBUILDING WITH CONFERENCE ROOMS ON PORTION OF GROUND FLOOR LEVEL. ADDITIONTID INCLUDE CONNECTING CORRIDOR TO EXISTING MOTEL BUILDING. BUILDING TO BE WOOD FRAMED WITH APPROXIMATELY 24,520 FERRYMAN E V T t R P R I S E S LJ» TOTAL SQUARE FEE[' OVER THE THREE LE:VIIS. BUILDING TO SHERWOOD INN ADD ! TION _; BE LOCATED ON OWNER OWNER ED PROPERTY WITH ADDITIONAL PARK PARKING PROVIDED. � _ 40a l c S . W . UPPER BOONES FERRY ROAD r0 o � 1. 40 002 TIGARD , OREGON „ C GENERAL NOTES PROJECT NO.: 8939 THE CONDITIONS SHOWN ON THE PLAN ARE BASED ON THE '3EST. _ INFORMATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION. CONTRACTOR SHALL VERIFY SIZES, LOCATIONS AND ELEVATIONS. SHOWN ON THE PLANS. VARIATIONS FROM THE PLANS SHALL BE DATE. OCTOBER 30 , 1 ;Y89 BROUGHT TO THE ATTENTION OF THE ARCHITECT DIKEDIATELY. REVISION 1 .1- 10-90 AOI, 14ORK 18 TO 13E 11; ACCORDANCE WITH LOCAL, GOVINNING CODES. / MECHANICAL AND ELECTRICAL SYSTEMS AHE TO BE BIDUElt DESIGNED REVISION _�: 4- 20- 92 AND ARE NOT THE Rl'SPOPSIBILITY OF TH19 DESIGN AGENCY. COY OF T113ARD z Approved......................................................i...... I 1 CONTRACTOR TO COORDINATE ALL ASPECTS OF EI.ECllhIrA.L, TFLEPHONE, Conditionally Approved ........... ..... -- -- WATER, SENER AND GAS SERVICE REQUIRED WITH SEINING UTILITYonly Or IMIT lO worms-d COMPANY. PERMIT ?: 8eeletter to:F°Vow................................................! I: W � 0 W NOT SCALE DRAWINGS. Attach................................................1 1 Cr BIDDERATDESICNEDC FIRE SANDNISENOTYSTHE RFSPONTEM FUR SIBILITYIOF THISNG TO Jo d Fr 0 Byi [y DESIGN AGENCY. PROVIDE ALL FIRE/LIFE/SAFETY REQUIR04ENTS B � < ,.r Z INCLUDING AUTOMATIC DIALER. AUTOMATIC SPRINKLER — W 0 PROTECTION IN ACCORDANCE WITH NATIONAL FIRE PROTECTION /� LU LL 1 ASSOCIATION STANDARD 13 G I-- z C7 W FIRE ALARM PLANS: (3)-SETS OF ALARM SYSTEM PLANS TO BE T6 R`!M VIL.EY FILE MAI.SVAL OFFICE z z Lu SUBMITTED TO FIRE O q.r .qt %,�O . . . . . . . . . . ❑ LU 0 HALL FOR REVIEW AND APPROI'AL PRIOR CON ,T.Ot'.,r_LY APPROA -0 . . ELECTRICAL ON. - AH'POVA'. GP r,ANS IS WIT AN APPROVAL OF � Q 0 ELECTRICAL PLANS AND SPECIFICATIONS OF PROPOSED GENCY IIJI'y ou; snna:- +-^slatita. SNOWING EMERGENCY CIRCUITS, EXIT SIGNS, AND EMERGENCY SL` EJ L� • , G O < �- ILLUMINATION TO BE SU?3MITTID TO FIRE MARS}NLI. FOR REYIEW \Y AND APPROVAL FR.IOR TO INSTALLATION. /� \ GATE O 0 INDEX OF DRAWINGS PROJECT DATA VICINITY MAP °C LL Oro• _ SHEET TITLE - ---- - 3UILDING PERMIT DEPT.: CITY OF TIGARD, OREGON � ; { W vi 0 PROJECT INFORMATION SHEFI' I 1 SITE PLAN 2 SITE SURVERY BUILDING '.ODE: UBC 1985 ° 3 GROUND LEVEL FLOOR PLAN ,r ~• . "i •���\\ ._..- s I --"�'• �I\—'� y'r,„_ :' i VJ 4 SECOND LEVEL FLOOR PLAN , y. I • I 1 �_ .. (. __ "•"M• 5 THIRD LEVE. FLOOR PLAN ZONE: CG ,,,a ;•; .+ {—• +� ) 6 TYPICAL UNIT PLANS/RESTROOM PIAS! : el I A. .y - i > LAKE l°� "�•,• • € R1 (r,l MOTEL UNITS) — r I - I.. w _ P 7 ROOM FINISH & D00 SCHEDULES t1 I� — 8 EXTERIOR ELEVATIONS 'OCCUPANCY: A3 ((n) CONFERENCE ROOMS) .=�-_I:'�_ �j _._ _ , Ir" i '•"" �cROVE 9 DOOR & WINDOW DETAILS 10 STAIR PLANS AND SECTION "' -' • I I - - � � 11 BUILDING SECTIONS TYPE OF CONSTRUCTION: TYPE 5—N , I �; ITE 12 BUILDING SECTIONS _ + ,.1 e N n r \I e°;8 �•. r��� ' 0 u 13 WALL SECTIONS x > ` \ -. I 5 AUTOMATIC FIRE IO.AIb/llETAIIS Q SPRINKLER SYSTEM: YES S2 SECOND LEVEL FLOOR FRAMING °I S3 THIRD LEVE. FLOOR FRAMING FLOOR AREA: GROUND LEVEL 8,032 S.F. S4 ROOF FRAMING yJ ss FRAMING DETAILS SECOND LEVEL 8,2 4 4 S.F. SP1 SPECIFICATIONS THIRD LEVEL _--_-_ -8,244 S.F_ •/' DURHAM }p•" il ' � _ � �( s � ,, ' �• a ��' srz SPECIFICATIONS TOTAL 24,520 S.F. ((._. SP3 SPECIFICATIONS SP4 SPECIFICATIONS SP5 SPECIFICATIONS ., SP6 SPECIFICATIONS n<.rr, . . I/ I j L SP7 SPECIFICATIONS F++•tu.e .�"^+_ I " �I . CONSULTANTS I . ' ":3 _: a I°, a E ° RIV ERG ROPE '"" TUALATIN Y 'w'-=/L `� o • 1 sw ,v emuc STRUCTURAL ENGINEER: W. G. BERRY -- I —� —`--- R . • F E I CO t` mm y r utter Ae° I „ 1' IIs fA CL ° r 70 --_-_ J s . ,� * l- "°'"•, � / it SHEET NO. r IC 3 z z -- 1570() SVI 11PP1O RFOONES FRY 71 I I I " • IF THIS DOCUMENT IS LESSI � - �I I • I �IjI I 8I I I .7 •1 1 1 II�VI II II 1II}LI•I�II II 1111(I , ! 3 1994 LEGIBLE THAN THIS NOTATION, f J r IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. 4 X ILII IHIIHII IIHIHI IIIIIIIII IIIdIIII IIId111111116H1 IIII�IIII IIII�IIII IIII�IIII ILII ILII IIII�IIII IIII�IIII IIII�IIII1111�IIII IIIIIII IIII�IIII Illl�llll IIII�IIIl1lU�U11 I BII�UII Ul a s W9 I c IUII III�I HII I! DATE HR&. INTERSTATE #5 o °a \ a MISTING PROPERTY p m o \ �----- -- ---- ---- __ N , --CHAINLINK FENCE o LCtVE"►, F _ 498:09' C i "M,573 K 4J,�` 42'PVc_ 15 le 60 \ z EXISTING -- — \ ►r, RESTAURANT \ �, \ 0 \ N \ EXISTING - ~ MOTEL ' 56 UNITS 24 --; \ EXISTING GAS STATION - - - - - - -- - - - - + z PV ! I PMC. I \ NEW CONC. \ 1, ¢ O _14 O 8.. I NEW CONCRETE kAMP-UP - hvc - 0 a n A o c>fl 9 �►_ '�- .5 3 I �XIhTY EDG OF-- `-�••-•~- co L- < \ 'APPROACH AS v, I O UJ - a �" 1 o l_C' E:XI,TING ! -...� � 1,1, �-� O jjjjj�_ S PER CITY STANDARD�,� N - - � � � 1 PAV NG I C) G \ 8°30'41.. E 134.63 1 ,� - ��� �o 2 �, C ,► I �AZ! \ N' p - LISTING CURB F3'-0" C I ! I Z n _ Q w O vE � , SS pR� 1'l !STING l - _ — EDGE --- C ,.. ; V � _ - -._ _.- -� W LL Ll • G ACCE O NEW-- x 'EXz:,'t'. ' - o EXISTIN I , ( I l I NDITIONS (CONSTRU . , 3 �� C.D. } Cr) W (� �5 �Tl4�l I \ ,_-� ANEW Z W tz Tu REMAIN 1 4 �� `; G_ - CHAINLINK Q ao 3()'41" E 130• TOTAL PARKING FOR 15� CARS NOTED z �i ►- ,►EXCETT AS �� PZ� �r FENCE , CC 0. 0' r' I < m \ - t.J •oma ` � .�----Q- -• � -�.---_•--- ` Cr ,3 °os, EXISTING 3 _ 1 --�_ - _ ---_ _ _ 00 ,� EDGE OF SLOPE �' LLJ �O S \ GAS STATION _ - -f l �Or (FXISTING� �� Q.- 1 ." - - - - -- —--- �� ., Ip - '- - N W cr 3i LL oo e;9.46- .4111 I cfi W C6 \ 141.82 211.28' \ N. 05008'05 CD " w SITE NOTES lD SEE LANDSCAPE-PLAN SHEET L1 FOR PLANT MATERIALS. - 2O CURRENT SITE TOPOGRAPHY UNAV,1LABLE. VERIFY \ FINISH FLOOR ELEVATION AND SLOPr TO DRAIN E'OR =: NEW PARKING AREAS WITH OWNER/CONTRACTOR. NEW A3.HALT PAVING. - PAINT SOLID ----- - - ' O'• 4O NEW PAINTED PARKING LINES. 'iRAFil,C '.4HIT)a �` '` \ \ NEW CONCRETE WALK (�;-AGG. FINISH) WITH 1 x IiEIA+lt�011 AS SHOWN ��,, •� -- "S�R�� v-Y"v'-�'" vy o 0 PROVIDE. FIRE HYDRANT PER TUALI:TIN VALLEY FIRE & RESCUE Z o) � I i I REQUIR04FNTS (HYDRANT SHALL BE PLACED WITHIN 79 } EET pF 0 I co I I FIRE DEFARTb1ENT CONNECTION) . 5 ' SITE PLAN 4 ° 1 3/41 1 1 1-01' —NORTH 1"=30'�0" \111MAXIMUM SLOPE 1 :12 !� � "Ea:i't7SI� - AGGRI�)GATj-" I ASPHALTIC CONC. P�tVING _. _..------ -- ----- ,—. 11/1,n RADI US H C co --- - -- -- 411TWK. CONC. WALK - �' C1 0 • d° I ASPHALTIC CONC. YJ M j SCORE, LINT / i'A1NI' ;;01,Ill - - - -_ - -- - I • ' / o PAVING IIII F- o +' i•LN. l,nrl, �cni zNc� z ea �. _,, 5,; � e-- -_ / _ D ,• w}i I_T;. ^-_ I 4 CONC. WALK- - v •G' it. o• d O ° ,.d G ' ---_.- — — � .• U . • {,4's x 31-011 DOWELS _ 0 �' _ . � CONC. CURB . 0 21-011 o.c. c� JOINT _ C WITH A BARS \ \ o o o =� ;L1 o CONT. TOP & �. 0 1' o`" hOTI'OM. \ SHEET NO. J ) o 611 6tl 0 • ---1• 1/2" 11-r1 •1 ---• ' -._.` � 1' 1 '--�)" ' - -_+—^.._ .�. ...r•.�.•-- �w .. • . JJ7 1517()() SIJ I IPPEFS r OONES FRY OF '..'1 r ...:,..,.n.w,w1•AneMJ!' AlMA1o,K'M*,.., ,+^.,•,.n.....,,.,.,w., »..,. .. .....er' '`- ,..., --.... _ .. IF THIS DOCUMENT IS LESS "ilf III klll III III III III IIII SII III III III 11^ 4 1 �1 I l i 1 1 1 i'I 1 1 1 1 1 1 T I l l l l l l l t l l l l l l l l l I I I I I I I I I I I I i l l l, l I I I I I I I I A ,� � . ' - ��'•`""'"N' " "•" """" �"� LEGIBLE THAN THIS NO'CATION, I I I I I I I I l I I I I I I I I I I I I I I I I I (I i IT IS ., I �_ 2 ---3� -` 1 f 16 I �_ 18 _ I 9 11 I 12 APRIL 2� 1994 p 10� DUE '1 O TETE QUALITY 1 Y OH No 36 THE ORIGINAL DOCUMENT. — 6Z 8Z TILI7,1111-1111911711-11 S1Z �1711 11ZI1IZQIZ 16� gt Lt 9i 4t bi Et Zt tt Oft���� IIII1IIII IIII IIII IIII IIII►I IIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII�IIII IIII IIII Ilil�llll IIIIIIIII IIII IIII IIIII►I Illil�llll IIIIII►II IIII�IIII llil�llll llll�llllllll�llll�lll111111 l>1►� �u�lll�l >�IL<< �►IIIII w1 1 DATE HRS. , 17� INTERSTATE # 5 ISBN 1 : 84006 illc vo do (d' Cd) PROPERTY RI a O A) ;A, LINE r C N. 498.09' m s - -- --_-— - --- --- -- - ---�-_.v - - - - - NEW U0 k LAW Neil v ��'.� LA N) r mot \ �.\�'.'\ \� 'CHI.' AREA EXISTING ( I - � �l1�0lNQ o - RESTAURANT cli _j EXISTING ,\. ` '�. --7 ------� -- - ( MOTEL fF �""l / I 56 UNITS Z \ J Iccf- Iw (A) W ~ c 0) — c� i ,A. --- co1A ® cr 4.63 °30.41 E. 13 - .. c, N. p 8 I `�� 00 z! W LL C3 'o VE I i -- ---- -- cn- 'N"A\\ ACCESS DAI i I \�• �,1 ~ CC o IgTING I , W —W EX I I l O � �`. �TTN�' LANDSCAP N(;�� _+ 0 0' N(TTF: EYIS 1 i %` ' x` z 0 CJ �. �'°•3 p 41, E 13 �SHc�WN CFiAll1:,D 1 + I � W Cr � •� f � '' '� � � Q 20 LLJ . .A� •oma � Z �, I { I 1 . L�a1 . - ��Op----�_ -- - -- -;� iEDGE OF SLOPE rr 0 CL 004, IL Ll.• O t� N r . / .. ° W c6 ' °° 69.46' i L6 \ .• 141.82' W. 211.2 8' N. 05°08'05" r Z \�. PLANT SCH'-WLE, O H -- •� � rtAxY, PLANT: sr.`z,F 1 LANDSCAPE w SUNSET RED KP,11.11 81 - 10' SITE FLAN °C RHODODPIU)RO:d - BLUE DIAMONIa I -- GAL. / 1'= 30'-0' j 1-dIODOD�MRON - JEAN MARIA. 1 - GAL. rl) AZALEAS (COU)ii f`i X) I - GAL. GUMPO IIIA E Q E) I'IiUTIKA I - GAL. jV Jac cc0 AL1, TREES TO BE STAKED A11D TIED. APPLY BARKDUST `(,)a, AT �'_�'1 - 3" DFM ON PL.ANT`r2is. V •. C4 V M�V) to sM��T Tru. L1 t ,�c'►c_ti 9W I.UPPER pOONES FRY (IF wmnwrK«�+�w�r�+�► r "1�I(Ilfl�ill IIIIIII I 411 III VIII ill `I ljl II { IIIfr11TI1TT1T --4�1�fl—l�ll-ff III�_IrI�I IIIIII_Iy-II-111 I - in�- -----. I _ 2� '..�--- PA _•: Tl 111111 I { Illll�IIIIIIIAPRIL 20 1994 IF 99 ^IF THIS DOCUMENT IS LESS LEGIBLE THAN 7 IS� lOiI3 iR ..r, •w.Nq�ery ..... 1RyvtAMulM*•~1'MIMN)M 7G _.� .w f M •�- _ THIS NOTATION, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. --tm-, -Z iZ OZ 6i 8! Li 9T 4[ 6i £�I �Zi it i 6 8 j L 9 i9flI cI II�IIIIIII�IIIII►IIIIIII III, ,. III IIII .III Illlll �Il1I 1 a �I 1 DATE HRS. --- 71 --101 - .139 ,,98 _ -97 .. proparA-y' line M g --96 -95 • a 93 �' f0 -90 in in a -+-- new building I i k u, new ,concI �s C)retolre'wall i I I >- with guard ail I ` J I; ! I Q C) Er- � < Cc z Z � W ZZ zo w ---" oCO - 20 0CULCE: CL � i f 1 I cc: S aw 1 I Lj- Cf) 7_1 rl / n w/cw if ® I o C: ICU 0) existing curb line C13 O 00 r a 0- SHEET NO. existing contours � � f new parkin area new contours in limina raan � _Q �I_ _ G1 1 841 IJPPEP E001'11E F P Y ' 4 OF 31 1 ' LEGIBLE EGIBLE THAN N.�.,.1..I�.I..S.�.-NOTATLON,,IF THIS DOCUMENT IS LESS a _�11 III II�I III IIII� III IIlli ' II III � III I �I III �' III ' illllll III � IIII� ' llll ' I ' lll � III � VIlII hI APRILr� 23 1 994 � No.leIT IS DUE TO THE QUALITY OF I i t� �•-_��" � E Z 18Z LZ 9THE ORIGINAL DOCUMENT . --�-- � ! I I �<« x: 11 Ill Illi lil '!{�I IIL,llll Ill��wil ll ll ��1. II{1 II 111111 411{1 II141111111�111`��`�Ill�ill� III�I��lullLu« .��ill< <<I� � � �IIIIII ILII IIII{1111�1111�1111111114Jill11 111111, I IIII III IIII�IIIIINII�IIIIIIIII�IIIIIIIII�I {{1111 1111.1111�!1111111111111 III 11 DATE I MR& 17[1 �. lr'w FOS T ' A KO A SUSNJ.4 RA ��'- �CSI� ��'�'- �V //4, SECT/0/b'/2, 725, R/K/ w M Wil SH/N6TON Co�/NTr' Ofr'E-Gc�/V �}, - �i O.7' NW OF R/V;V JUNE Za /g7„1' SCALE /"=DiO' 3T 41 "GISTERED 00 LAND PROFESSIONAL LAYNE FD lit' zP dt�''' . 7 v�roR tCASWELL •0 M Repl�r" Land Su,Nrpw ,11 Sf b 020 S. W. Lombard Avg. � qL vl J oA``. ON f±csverlon, Oregon i700S Wµ�l1kY,�G.�� I ggt0� 1` N W,737 I � 99 Id //VGRE�S� in 'NT GB3/G9, B03131.qlot FD 1/2"X.z5//Z" G./.P. ILA BENT RCSF`,7 f0 314- T P !D W 4, / 1�•�� O: �4 /l'04'1G'Z3"iY 24Z' QF FL'/1C'E +l� ��' ;V h w o Za f 1 ` OIL LEASE rl `fir y 4•�6j, y�� � � GIoI654 fF I W 1Z3.0# ' �I Rrsr.4L/RANT S/GN �/ �� / i h �� � � 3dt•4t'Oo ��E'D REFERENCE � f�/ /,� � ► � ► � 693 G9 0 , s �,•t is w in/6�ES 496 84//74 LE� +- �G5MT, G14� •a PY `�IG� I `� F/LL SLOPE ES;z11 z P o� G !' 683164 io2G ACRES OCVR �� //i , o �-�- 80413/9 GB3/GC/) � 9 �' N ' �SEOrIC TANK 1 r.� w 0 ') DFi'•1 iN FIELD FG�T , 4- vJ a / • ,� � ' / Oti Q ��i // ,� i�RESTAL'�il/VT a. < f Z LL EA17' Z9I 'G Z ZW Icr W -._. l O O . i V G. 75e ACRE'5 �.s'~'1 Q < 2E 0 cc 3 I h W �,, W S,VE.rWoo,- _' 41 !� 0 � a: W a 'L ' hz LL � - R W C6 0 r"1 �S�•, O M '73 ACRES � � DEED REF'E%'PENC£S 73.51778 -- RECB1VBD '� e�/E,90 k N -- -JUL is 1975 "LLSoRo, OUCION h N {, .. �► � v G'TES•• .. ch rn _, / • "r •fie•,�.�a• ZMW A?Ws co ro o W/'Y,CUOW Ae,4371C CAIR I- -j CA'SWE-t1 PLS737' MO r01140MONUM�4"N7' 45 NOTE'S RICACA 'NG,E Sl/RY'-YS: 9976 , /D, 223 s Os//p AM # /A-d-& �p (- ) , �Occo oam'Vers ora BE.+l/P/A'63. 04.6 f-ENCE v,rAW iMEET NQ Semi's/%o AV rs0.,2o _ (,7d�'sr' O DED/CATEj0 ROAD oil t �,�Ui► (3194, SW I.IFF'ER HnOHES FR' ,' _, OF 71 .. ,�+Ml�"'r*�IM+•+�*�"�`•"�w rMw.,�,....�..,,,:. _.....- .. >,.�.,,n ,ro,,..-,ra..�.�•,-s,. ..w_ .�-.:...,....,n.r..•,-v�+�a�w IF THIS DOCUMENT I�, LESS ��f 111 �III III III III III IIII III III III 11. II1 IT iri iI' 11, f11 III III 111 111 ri '?11111 III IIIIIIIIIIII ,�I } I } TJill I I 10� APRIL.- <__3 1994 LEGIBLE THAN THIS NOTATION. � 1 � 2 � 3 4 5 6 -_ 771_ _- 8 9 _. > IT IS DUE 70 1'IiE QUALITY OF14.11 THE ORIGINAL DOCUMENT. J�-- tul LZ9Z Z 6Z EZ Z TZ OT, 6I 8i LI 9T Ci bi Ei Zi it6 Zllll 1ll1l 1ll8Z III IIII II,I IIII III II� II a DATE MRS. V -4t r _ ^� w «rT• w a � a � a ms 127'-0• Z f -9!1 . _ _ 12!-J" - - '-0" 12'-0" y _121-011 12'-3 0 1.. " fl n .r... 3 4 �9 TYPICAL } �--- Q • { I SCALE UNIT W 0 FLAN FCR (� I 4'-0"xQ'-0" UNITS --- ` I mo- 4 thru 44 (� � CY: CONCRETE I W 4 V' + , 1-•- z U) W - C ONE HOUR `� W � 5 SEPARATION 'r ( ( Z 0 ti WALL _� � SHEAR WALL kEE EAFtWALT,TORAGE '` SES; STRUCTURAL c �,I-57J1' HI'.AR w STNUCTUALL =`� I 0 a S ALL ) r, (� c] SF.F SZRUCTfJAL 24 -0 I ( Q Q .. I � 0 Ix o CONFERENCE CQNFERENCE UNIT 4 UNIT 5 _ UNIT 7 UNIT 8 © W ROOM #3 ,4 ©ROOM #4 0 a- CL -_ - " SCALE' c Cf F - TOI•LE P ROOM . LL CC MEN 10 \ WOMENy 3i 51-01 Q j I�� Z DOOR _ _ I - - - t�� �2 - - = 1 16 aI CD 4 `4 CORRIDOR . s� i 11 A _ I \ A N D-RY, �/ �- 5 I _ . r,OLDING 5 sit 5 - 4 _ TA'Y2 - Q -- - J - - I DIN 9 1 1 rl O, B - STORAGE -- -� _ LINE 0 I )NE HOUR NE HOUR �-�`f_4n - - - -- `—' SF.PARATIO� !_0OF M a I _ STAIR SHAFT I` _ WALL -til -_lT� rn SHEAR WALL Al-- _ t� 0 ` � 1 ✓ - C FERENCE CONFERENCE 1 S STRU 7 I' WITH nf- ; f4 (}Nt 11►1 RO9M jFFZ_ -____� EXISTING WA L . U _ 1' - �" s I SHEAR~WALL UNIT 1 T _ • UNIT 3 " 1fj_ I — STAIR PLAN SEE STRUCTURAL TWO HOUR WALL { r I - =� 1 I NE HOi , SEE L2. M E CH.1 STAIR SHAFT 1 ,5 o STAIR 1 7 J.3 _ LES:__R4. M STAIR 2 r 8 r EAR WALL EXISTING t' - .. SEE STRUCTURAL ' 19 i [ I --I -__ o MOTEL BUILDING •. =� N TRY-1 - r-�._.�--� g' 15 - , , -- - - - — - - _ __ �I,INI�, O _ j _. • ._ o UP LINE a ROOF �^ 31_4n 1 11 FLOOR ABOVE, I (, SCALE ry > I f TYPICAL S I �7J - -__ b• `� _�: -�� I I ,SCALE UNIT STAIR FLAN � C 1 -(, 12'-O" I I UNITS 1 _ - -- F MTING Gl 1•-Q" ` `_ to FIRE iJISH�iS 12 XIS S J N G - ( iE38[L._:�.�. C�h (1 )- APPROVED FIRE FJCTINGUISHLR FEG TAA�' i� 1 121-011 1?_'-U" 12' -O" I 12'-?" 12'-Q" I WITH RATING OF NOT LESS THAN W 0 d I ,� _ _1 - - 2A1 OB:C SHALL BE PROVIDED FOR / 127'-C" EACH 1 ,500 SQ. FT. OF FLOOR AREA. �'- -- _._ _ . --..--- _ .__.._ _._.. .__..____ __- ..-_._...________._...-__._•...___ ____ ._....._______.. MAXIMUM TRAVEL DISTANCE 75 FEET. 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III III I l f f TTTTT i j 1 i lT f l I I III TI 1 I I I III I l t III III III III III III III I I I I I I i l l i l l l l l I I I I I I I I I I i l l f III III VIII I ' j f { 1 { , I I 1 I { { ` { { { { APRIL 28 ! 9�4 LEGIBLE THAN THIS NOTA'T'ION, I 1 I � 3 4 � 6 7l _ 8I �I _1 ! 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UP NE HOUR - -- o - STAIR. SHAFT SHEAR WI�Lt, \ a WALL _- ONE HOUR _ h N� _wTw b IR SHAFT _ a i �: ' SEE STRUCTtIRALI SIE STRUCm(�ftAL� L•. -- - - -- I j 'o W �.- EXISTING WALL____--.) 1, 1-___ � '�\� - -- I UNIT 9 UNIT 1`0 uma 111 tMNT 12 UNIT 13 UNIT 14 UNIT.16 TWO HOUR WALL h • - - SEE ,-2. __ � ' �fA1R. I STAIR- 1 �7] _ .. rA EXXIgTING MOTEL BUILDING _ l ! STAIR PLAN P li o _ -- - -t---- - .. SCALP: 1 r STAIR PLAN �`10OF i ( I I i TYPICAL i++ > t UP 13ELOW I SCALE UNIT ` - -_ PLAN FOR �._`' � FIU. � D UNITS 4 I (1 )- APPROVP� FIRF PJCfINGUISHFR -9G Cl i I i i THRU /AI KITH RATING OF NOTLESS THAN C -Q 2A1OB:C SHALL BE PROVIDED FOR Q I ., EA;.H 1 ,500 Sit. FT. OF FLOOR AREA- 0w (D Q 12 - � I + a ++ " " 17_'-1" 121-0« MAXIMUM TRAVEL DISTANCE 75 1 ( Q EXIST I N G \ +-F�' 12'-3" 12'-0" 12'-0' 0 12 -0 _. 3_ _�.__ ___. .1 Z�-0 _ - - bTATR 1271-0" 92 sHslET No. SECOND LEVEL FLOOR. PLAN _ - - -- 15-700 SW ur-,Pt= r�c�orlt=s { OF - 'I ..,. r..,...Mp... ...Tn.:.-. ..ar . r ....... ,.. .. e»- .,'i?V.." wy. 1...,w .. .5.i .. .-..._., .W. ._.ve. "} '•p{Y/f^.v T+ia x+•.t. ..r..rip... ai•P .r,.n,,.h`.: a r n. : <.. r , y,nn».w M. M� t- rrMr ar1WiN .�_ F, «,,........+ *+ a•as•uM ..wrnarrry ry '� rimer llw r: y g., NJOKM y� fIIF THIS DOCUMENT IS MESS tr ' —Il- l1li1ll .�. APRAIL28 1 7 10 THIS NOTATION,E THAN 5 63� -�. .• , , _ ,�„ ,. � _.- - -_----�_ -.___--------- No.36 IT IS llUH' TO THE QUALITY OF _ ___ _ THE ORIGINAL DOCUMENT . --- -- - �__._ ____ -- — - r — - - £ �T, Tll�l LZ9Z ( Z 6ZO �I - 11 £I89�lllllll`li! I 1.1111ItII� 1111111111111111 � IIIIIIIIIIIIIIIIIII II,IIIIIIIIIIIIIIIII I� DATE HRS. Lxi�3ii=s.. a � g ' et loom 08 Cox rl a nd , <- 18-'-911 -12- _ 1 12 r-0 _ 12 -0 _ --0 . 1?r-Orr 12 12t � * - -- i 0 TYPICAL t" ; (n �•-•• d SCALE UNIT w O PLAN FOR cc • I UNITS 4 i THRU 4k i a:^L < cc z � yam-• (5— LL Co � � W z 0 UNIT 35 UNIT 36 Ill .37 ' � UNIT 38 umt .9i UNIT 40 UNIT 41 + UNIT 43 #3<sAT+4r1' I < � m cr ACL d d �_, _ I 20 cr 6'-9a 121-0" o !11 >— W H— s r a EL cc � LAM r_-K /mow LL 3i STORAGE i !11 cri �. CORRIDOR - - " cl - 7 ENOfN 17 AROOF D ,-- DONV1i a o NOTE: ALIGN WITH t(,ONE HOUR ONE HUiJR I y rte_ S -- y STAIR 5}fA1"I' , STAIR SHAFT �.� E�CISTING WALL � 1 . EXISTING �- --- � _� ,�"'1 D b , ``'`"'�-•-•� y --- � t� MOTEL BUILDING f v �. UNIT 21 � UNIT 28 UNIT 23 UNIT 30 P UNIT 31 r UNIT 32 UNIT 33 UNIT 34 TWO l HOUR WALL -+--- ' STAIRo` __ f AI'I.AN ` STAIR 2 ; 8� I .. z) op k }r. SCALE"Oopl TYPTCAI, STAIR PL AN � :-�Up BELOW SCALE UNIT -� --� .. y I PLATT FOR --I o FIRE EXTINGUISHERS �_ W 09 a? co UNITS 4 0 )- APPROVED FIRE EXTINGUIS m I ' 1 WITH ,RATING OF NOT Ll~I,SS THAN A EE 1 ! I 2A10B:0 SIIALI, BE PROVIDED FOR � � ` J t� •. C7 STA RING _ // 1 + EACH 1 ,500 SQ. FT. OF F'I,OOR AREA. >w ,w 1 1;?i '-Ott 121-Un 121-0n 12'_.Q". 121 - 12 t-Un MAXI � TRAVEL.DISTANCE 75. Fp '. I 5a ( � (. � �,� $MEET Na --- THIRD LEVEL -- -FLOOR PLAN I , 1 i ; � 914 I IFr'EP ►.iOMIEs a nF .. ...,o.:._.,,.... ...r.c-..,-,,.......,.-._ ..:c;-+.:np,-, ..r.-:+r:n�rlrafwmr.uttret.e, tlMY�S.ib11NM1f1RM,itklsgA. .Y4MMPMRKAM•. 'k.Mn.r..M.+.,,.n`lM.WMNwer..,r..y.«ws+w••,,,.�'wrs.'•yue,...Mn.wM4r.tnlwY-,ww...wa.+www•..w...#,++w ,,,..,. '^ �M'WNM"'v.r-s.M.IMAbM►iMIWa.rw .Mlt.}I..w,..►,:,."v,"..n.r.. _.Mra-rnwP n. 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NOTE: AT SHEAR WAI.1S PROVIDE l 1/2" PLYWOOD ONE SIDE - SEE ( A l STRUCTURAL FOR NAILING. ?r" SOUNDBOARD ---'� arse SIDE ---- -- --- - - - •t -ACOUSTICAL (' � • � ) I�AT`I' INSULATIO: Z � 4 clog STAGGFRE 9 ON 2x6 PLATT 5�"- y ,_ „ 1 t_011 I II - 9 . 2 �' 9 2 3PI , m s 5/8" TYPE X r zx4's ® �Q" O.C. GYPSUM BOARD ---- ---_ ,._ _ _..- ______-- _-.- __.. u 4-4.4 ---_- _ EACH SIDT?. — M '. i1 I1_gn NOT TO SCALE -+`� - — 2" >< 4' wo.x) studs 2�" on censer wqh 3q' TYIx 'x" Itvpsum -7 71 r r %Nalltw,ard7 apphed vertically or honzonlallY nailed with fxl aalcr .p ; I _ I -- ..r ItarAer .'nails 7"on comer whh end ja"us on nailing nrend>Ln - - -- ! Stagger�olnts on cacti side r.7 - C�., NOTE: PLAN 0 8 S� �I n I �I LOCATION FORT ! rl - -- • '•,.-_ t- - - - --- 2x NAILER � 6/ 3 n=1 '-0" -4 TOP & SIDES FD'-' FD' zIZII7IIII T11`CI -- 1 x-.10.FASCIA•WITH } ^ ;a, _Dtll PLASTIC LAMIXATE `^ 5 © i I z - 5/gl1 TYPE X I I ON FRONT EDGE 9 I I II O GYPSUM BOARD ` 0 s,�. ---.� -.� _,.___ - EACH SIDE `'r ©Dr __.,.._ -- ----- 1x1 FIJI. TRIM __ ._ zPOST-SEE .� - j _.. STRUCTURALy IM ._ I ' r _ -7 I Q �,_ MEN --�/2!'_x .1/211 PARAT30LTC - I WOM N q I �.•�- � I ��(o �I �I � � W o.r � FACE OF llnLL LENS - _ _. Cr _ I 161, U.AT 1 ;�, rs 1 �S 17 a 0(v - z (� Q c. - �J _ - Six. � � �- Op � C) >-- . - 4 BATH- OS w 0 11f \ LIGHT SOFFIT TA NOTE: AT sxEaR WALIS PRovYDE =1 ( � /" s DA F- Z Cn w 1/2" PLYWOOD ONE SIDE - SEE ,'' S --- , 6 ,� 1 1!2"==1' 0' / � �, ( STRUCTURAL FOR, NAILING. -- l!� � 16 A 17 A I I51-011 Z Cr -— _ `� - - - - - I TUI3 _ I Z p 3- `1 1_uff I 5 6 (4 }---- - _ -- - ----... - _ _ _- - - - __r ---- -- -- --- -�4 00 ,_2„ r� 611- I'�AME FOR rl -2 3/ ' I Q Q cI_ II INTERIOR VERIFY R.U. -- -�- � cc: � 21-011 -- - - �- - -- -- �►--- --- - - - 0 w I--- _ 12� Oil o I . _, „ .. . :..-•_-,., -„ ---� .•----. �_- FRAME FOR ` I I _ - - 3 tl 1 - II LL. 4” HIGH PLASTIC LAMINATE' ( ' S/8” TYPE X 2 3/4" - - VERIFY R.O. is i3ACKSPLASH ,.OVER 3/4" PLYWtx)i) GYPS124 BOARD 8 RESTROOM PLAN ' �- ,z Wiz`- T 1,�: _•: • AT-- --161, m -$ATT INSULATIC:1 "=1 '-On 5'-O" � 0/ 1►i `f QA - - =.- - J, a --- _ 2x4 FRAM FACT~. OF WALL EXTERIOR - -- `-PLYWOOD SIDIIJG 4� OJ 1 114 OR CEDAR SIDING 6 • t/ tl i r� II �� ch 1r I \ 311=1 1-011 10 COUNTER DETAIL 'i SOUND T30ARI') jl I z Cn I- - ON SIDE LIGHT i i SOFFIT 8 $ C o 2x41s AT ou IT 1-3 �C STICAL INSULATION --- - - - - i 161, TILT:: - - -7 . PLASTIC - -- II +.• � �� LAMINATE NOTE: PLAN �1 5/8" TYPE X �` I LOCATION FON R L_ .-----GYPSUM BOARD I TOILM, ' -MIRROR 41-()"x EACH SIDE -- I SHEAR• WALI,SJ- I � t 3'-U" HIGH F-- ,MIRROR 4'-O"x I ` I C 16 I ARTITIO I / r_ II R'S aa f SI .1,F i 31-011 HIGH I C Q j {2 GRAB BARS 7SIIIK -�-- 311,i,-0„-- __---- ------ -- - PO E PER CODE , �' GYPSUM ! F__ K i Im C 0) (2)-LAYERS 5/8" TYPE X WARD 0 - ._.. -- -- to � E a0 _____GYPSUM BOARD EAC4 SIDE - _ - _ O 1 CU O r . co µ C1. cn < CJ 4> 4-. C _ N 2x4lo AT 4 RUBBER _. -_-- -- -__ 1 -- ----- l0 16" O.C. - -- ... -- -------- LASEI to cot -WATER URINAI, �CO TER � b I 1 D E'AIER i i DETAIL , I CLOSET L _ 2 3/0­131-311 '-0 " 31-311 - 2 3/4" - _-._ - --- -____-- - _ _._ _--__-__- _.- VERIFY R.o. $MEET NO. STORAGE CABINET-- - X 3" 2 I- ?'-O" WIDE 51� On ._.. 2'-0" DEEP �_ ACOUSTICAL INSWATION (R-11 ) 6 JYPICAL UNIT PLAN ` '-- �n_1 x..011 j 1�n=1 ren __,________.-n-_. -- --.._ . 6/ �I'-1 '-011 6 i,1=1 1-011 V ; 19-700 91+1 IIF-PER 0(30NES F R'Y q OF 31 1' .....vra+++lr+.('�rll!WIM+#m...:..nw. .........wn.wmrr --.....9 ..•.,...,..p.tVyyyllr+....,,.. ' .•..r.. ..n-a' ... +...k.vt firwl.fl, •�+h.7V R. 'Iii'".'' ;+. rar� „w.Iw•.i•• -,nlwar.tr.,+r. '.'IMfM.IMM'lM'�}j}..yNW--,.w.(MT.aAI!!w"d '.'NMM'6M .a07hP":TM.I.r .wilt WMTWMdnM1AMM1"i. IF THIS DOCUMENT IS LESS 'f�l 111111► III III III 111 X111 III III III I i rli rCr r�1 rJt Int Ili ijl Ji III III III III III III III III III III I I 1111111 ISI til til I'il IIIIIII' III III VIII I ' p ,� LEGIBLE THAN THIS NOTATION, I I I I I Z I ( I 4 ��( I 1 I I I I I I I I I I I I I I I APRIL.. 2 3 I 4. �l l 6 71 8 10 - -11 12� 9 9 IT IS DUE TO THE -- - --- - ' _ QUALITY OF THE ORTGINAL DOCUMENT. -_-- -._- No 3e 1 til ��Z8��L9117,1111111,1113111111,11 — ZOZ 6T 11 Li 9t 4T 6TII1IIIIIIIII1IIIilllll�llli IIIIIII IIII IIIIIIII IIIIIIII �III�IIII IIII IIII I I IIII sill IIIIIIII I�I I � I�I�I�IIII��IIII�IIII�IIII IIIIIIII Illllllll Illllll�ll.11 1.11.11.1111..11 I 1 I � I llllilllllll Il � IIIIIIIIIIIItlllllllllll lllIlil�llil ►lll�ldll M ATE HRS. IN PERIOR FINISHES SHAtI. NOT EXCEED FLAME SPNEAU OF 25 SCHEDULE ROOM FINISH SCHEDULE 7- A F'O[T STAIRWAYS, 75 FOR COR}tIllOHS AKD 200 FOk OT}ice AREAS7T, DOO � sMOx�: DENszT"�c of MA'rE�ALs usEv s�IALL NOT z�xcl'EI� ;.,��. , g FLOOR BASE WAILS CEILING TRIM CABINETS DOOR JAMB DETAIL REFERENCE HARD- ---- -NO. ROOM NAME _ REMARKS NO. OPENING STYLE 4 - ---- --- - -- -- - - ;- mat fin mat fin hea1 jamb jamb sill WARE ! REMARKS mot fin mot fin mot tin mat fin hg, mat fin mat fin top PLAST.lot PLAST. I'A1.',l !,.E{. TEXT K'-0" W(K)D P-%IN] 1 IA 3'-011x6'-k" I WOOD PAINT K.D. PAINT 9 9 - _) 9 �) - 1 l �I1 - .,4 CARPF.1 FACT F:1( C G. r -- T �.�-___-.---- AV 'o (o j to .-9 �l ! - _ _ ----- -- ! 2A 2'-4"xfi'-n" WOOD PAI N'1 D. PAINT 9 9 4 - 1 F•A;II V1N�'1. FAL; � � ' } Al:"1 (•.1?. LNA:'11 L -�.N. ENAMEi A 0 �� "_ 7 �_ 4„ _ EXI �;'-0" k'(x_!D HINT F1 +5P ,_,,, IAIN1 9 3 a q 2 yi1 \11 I 3 FACT -_ _ rA('T --LAM--. AM._ - 3A 31-011 xh 8 i' WOAD K.D. PAINT i � - -- - -------- -- SHEET C t: I'A 111 r,.B. 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'-li" - I '"1 ace If ® ; 13 - - - __ 4" Sl1SI'• ,-U" WOOD PAI N1 ---- ---- -0" (4 o x8'—0" VINYL FACT WOOD PAINT 9 w---}-HARDWARE BY DOOR SUPPLIER ^--- - 11 CONF. ROOM #1 -- CARPET FACT FACT G.B. FACT 1 A(.T ---- I5 4„ FACT G.B. } AC.1, SUSP' . FACT '—0" WOOD PA INT ---- ---- ---- � to s _ ,_ „ r' - `-' I 12 CONF. ROOM #2 CARPET FACT + 12A 3 0x6 n }, WOOD PA] 1'1 l;.D. PAINT 9 3 9 1 - -- ' 12B 3'-0'I 7'-0" A I.M. PA]NT H.M. PAINT �" 9 � 9 � 9 , 9 � +_PROVIDE PANIC HARDWARE 13 CONF. ROOM #3 CARPET FACT 4 FACT G.B. FAC"I `,l Sf . FACT '-0" WOOD PAT N"1' ---- ---- I —_ _ -__- - S S c 1 4" SUSF• ---- ---- ---- 4 1'' CONF. ROOM #4 CARPET FACT' G.B. F AC I FACT '-0" WOOD PAIN"1 - I Oil 1{A 3' 0"W-8" B FOOD PAINT N.D. PAINT `� -� 9 � ,�1� }y ?�'-011x8'-0" VINYL FACT W0011 FAINT 13 9 *---T-iARDWARE I3Y DOOR `' PLIES - S'1'ORAGC SHEET ;,'+ G.B. -- _--_ ---_ ---- ---_ , <> c CF.RAMI WALL PLAST PLAST ! n 14A 3'-011x6'-.y" E3 1r00D PAINT N.D. PAINT 5 9 3 �' "'�� I ( I 16 MEN WALL C TILE } NAMFL G.B. ENAMEL 8'-0" ---- -!___ 1.AAL ---- _- - -__ _ --_.__ CFR AMI WALL „ PLAS1 . PLAST WALL FACT ENAMEL G B ENAMEL 8 -0 ---- ---- I 14B 3'-011x7'-(1" A H.M. PAINT H.M. PAINT y r� 9 9 3 PROVIDE PANIC HARDVARE 17 WOMEN TILE FACT _ -- �•A - T-- - --- - - -- -- -- 4„ 15A 3'-U11x6'-8" B O PA1N1' I -77 .D. FAINT 9 �` 9 IS' 9 1 - _- . 18 CORRIDOR CARP FACT G.B. TEXT G.B. TEXT 8'-0" ----- -----_ ---- ----- ---- _ I S -_ SHEEP 4 F C '-Q" ----- ---- ---- --- ---- _ 15B 3'- " '_ " PAINT - `� 9 8 19 MFCH ELEC ROOM V �_ R.B. FACT G.B. PAINT -G.B. APINI _ (I x6 8 B PAINT N.D. SHEET T IS � S � -`` 'l R.R. FACT G.B. I'A i\1 t3'-0" ---- ----- ----- ---- ----- 16A3'-O"xf,'_� ri PAIN-1 9 S' 9 9 1 2U STORAGE VINYI FACT G.A. PAINT _J Ci 5 S_. -1 ~„ . „ ---- ----- ---- ---- ---- 17 A 3'-0"x 6'-8" B WOOD PAINT N.D. PAINT 9 =� `� `� S—I - - }R R r DOR P • R li' FACT TEXT - -- ---- - - _ - - - S �J 7 ------ ----- ---- ---- ----- _ R.B.�,, ,'-S" B H.M• PAINT H.M. PAINT 9 '2 -- 4„ 4•' 9 j I j" I 2 LAUNDRY SHEET' FACT G.B. . 81-011 I ui �-■ O 11 „ , „ B PA I N'1' K.U _---- ---- -- - ----- --- �` - �`' c, I S .� 74 VENDING FAC"I ( . PAINT - ----- ---- ----- ---- ----- SHEET 4„ R., (,•L, $' 0" OB ,- „ ,_8�, WOOD PAINT K.D. 'A I N'I ,_ ---- --- ----- iLAihZ_ WOOD I ATN'P K.D. PAINT _ j 1 _'S CORRIDOR � < Z - - FIEIrT _ � �" � _-�__- FACT PAIN'1 -- ----- ------ ----- ----- }� D. PAINT 5 y 12 ✓ B. G.F1_ FA 8,_U., I -- � � � A 3 _p x61-8 I Al NT �J STORAGE VINY ` � � Li- SHEET R.„ G. -- 1 5 ------ ----- ---- ----- ----- - K.D. PAINT a 9 -9 _ -_ —. 24A 3'-O11x6'-8" CASED OPENING K.D. FACT - Z ll� _ _ �-'7 LAUNDRY V ' ' _h_�I�- G.B. PAINT T; y- F' 8'-0" .•-' � W - _ -------� o 5 . 5 I = SNF ET ---- ---- --.-- 26A 3'-0"x6'_8" B WOOD }'ALti"C K.D. PAINT 9 9 `� } O �_ 28 VENDING VINy�I,_ F R.}3. FACT C.B. PAINT G,i , PAINT 8'-0" - --- ----- --_ 1 '-0"x6'-9" B WOOD PA I NT K.D. PAIN"I — a I 1� --- - _- - --- - 3 (c _ - �- - PROVIDE PANIC HARDWARE --- - 1'A 3 '-O" x 6'-8" D r.M. PAINT H.M. PAINT ,i'15 IS 1 �` - ------ - ---- - _ -v- - - -- - - __ - CL ?l A 3'-0" x 6'-8" D H.M. PAINT � H.M. PAINT ..- 15 I S .- I S I S PROVIDE PANIC FiAR17lw1ARE -- _ ________._.-_..- -----_-- _ . . _ - - _- '� 3 PROVIDE PANIC HARDWARE - - - - CL 25p 3'-0" x 6'-8" U H.M. PAINT I H.M. PAINT 15 - IS / IC i� LL LU uj M Cn DOOR NOTEZ FINISH NO TFC 01 RUBBER TREADS AND RISERS(PRUVIIII'; LANDTNG TTLEs AT SECOND & THIRD L EI A, 1) 20 MIN. DOOR/FRAME ASSaMLY WITH SbIOKE CASKET - © 1� HOUR DOOR/FRAME ASSIN13LY WITH SMOKE GASKET PROVIDE{ �,�, "' `'"`f`r"""�"� - �'1'~1' --��' ^•rte AUTOMATIC CLOSING ASSEMBLY REQUIRING ACTIVATION BY / 2 WOOD HANDRAIL - PAINT 1 HOUR DOOR/FRAME ASSEMBLY WITh SMOKE GASKET PRI.OVIDE - - C DI7, E,CTION OF SMOKE. 0 �.. - , TREADS t P.UTOMATIC CIASING ASSEMBLY REQUIRING ACTIVATION BY DEIE�TION OF �I�IOK�/,N ----�� ( PROVIDE' TRAFFIC TILES TO STAIR. STAI}; f+ ADS C _ Y AND RISERS TO RECEIVE CARPE�'T. DDOIR STYLES 1' 4 SEE DETAIL 1/11 FOR SUSPENDED ACOUSTICAL CEILING SUPPORT I)EIAIL ��� 5 WATER RESISTANT GYPSUM 130ARD MAY NOT BE USED IN SHOWER OR [�� l7I �-- % � • �'•,,� � BA'I'1IK(>OM CEILINGS. --^ 1 .. ISION LIGHT WITH © 5" SELF-COVE SHEET' VINYL FLOORING WIRE GLASS-MAX. - -- REFERENCE S fMBOLS ABBREVIATIONS / 1 100 SQ. INCffS BO - BY OWNER rn c Tcl l - /2, ECT DENOTES NUMBER OF COATS BUILDING SECTION ---- - W B SECT. N o � CON'TROL JOINT SHEET ON WHICH SCCT. OCCURS CONC - CONCRETE a ( / STYLE A STYLE B uTYZE C � STYLE D -� 01 SH - CONCRETE SURFACE HAItiDN� FLUSH PANEL FLUSH I'A.1�}:L RELITE ; DS DOI.:NSPOUT HOLI,OI•, 1IFI'AL WOOD ALUI•IINUT-1 ( FIRE DOOR HOLLOW ME'T'AL .I,' WALL SECTION / 3 SECT. N o r'�d _ �1.�1•�L SHEET ON WHICH FD 9 SECT. OCCURS - FLOOR DRAIN �,- �` r '^�. - `. �_ --�,. +,� . �..- �. „ • ' �- �. s, �, �,,� .��.� . ,r--...y„r . ,�,�..._y,--�,�- FACT - FACTORY NO S 4 -� IS 2 SECT. N — GB - GYPSUM BOARD ? �- �� �- �� _ DETAIL SECTION O O 7A 3 0 x6 8 D H.M. 9 9 �• -------PROVIDE PANIC HARDWARE �2 6 SHEET ON WHICH _— _ —_ PAINT _Ii,M• PAINT �" ) SECT. OCCURS MFr - 1 IAL 7B 3'-011x6'-F3" D li.M. PAINT H.M. PAINT I� 9 I 9 �4i 9 v,2' '9 `' `- _ -PROVIDE PANIC HARDWARE �.J - --- — -- - -- - ---- -- -.. ) Pi<'' PLYWOOD •• � 'i7 14 14. 14 12 E7K RIOR ELEV. 51ELEV. No qtr _ "'� c x-- 7C 3'-011x6'-F3" D H.M.- PAINT H.M.' PAINT 9 9 9 9 �f ---PROVIDE PANIC HARDWARE o TE ". SHEET VINYL co/ 12 - SHEET ON WHICH U — 1� 14 -- ' 14 IS SECT. OCCURS TGL - TFNPL1ZD GLASS ILE 8A 3'-0' x6'-8" D H.M. PAINT H.M. 9 9 ," 9 9 "-"PROVIDE PANIC HARDWARE81' • 1_01,x`,,-R„ D H.M. PA 1 ., N.M. PAINT I y 115.19 =- -- --PROVIDI PANIC HARDWARE �2� - --- - INTEF'IOR ELEV. �� ELEVO SHOW NCATES CT' - C'RAMIC TILE O PLA1'N SYMBOL 18 (� CIRCLE INDICATES QT - QUARRY TILE ,O C 14 I2 ---- ICH RG �'I011x6'-8" D H.M. IAIIvT H.M. PAINT �� 9 I 9 9 .__. _ PROVIDE PANIC HARDWARE �2i _ _ - --_- --- .-- -- z SHEET O N WHICH HOLLOW 1 IETAL - ---- ---------- - ------ --- ._ ELEV. OCCUR S �A KD - KNOCK DOWN INT. ELEV SYMBOL No INDICATES ELEV. ALUT•1 -_ A.LUTI zi� SHOWN ON PLAN RB - RUBBffI BASE No INDICATES sNE" NO. ROOn� NUMBER 103 ROOM NUMBER MOTE: Wa r; 'THUS: 11/11 BAITS AFFLIED ON, OVER, �------- DOOR No INDICATES OR IT,. 11ARY, i1?US: "W" hTANS WITH. SIZE, ETC. DOOR NUMBER aZ7,-----j 'IYPE, ALETTER INDICATES SEE DOOR SCHED. ALSO DOOR (A,B,C,) WITHIN 7 EACH ROOM. No INDICATES HARDWARE GROUP WINDOW TYPE C� LETTER INDICATES WINDOW TYPE, SIZE, ' SW I it PER I+OONES FPY ETC. 1C OF .. ,....,,... .. ,.n.a,,...nn.wc...xh«..m..un.r.. ...... . . ..,... ... +.,..-.v.�.. _ .,..�.....-.....,,n..w+..rM.+W1INMIN!Us�.` -. -•.J�' .. ... _ _.. � •,,9tr.hi .•eriMln.,.tiw..u•,..".w1--,.vA..•n•...i.Ytq+ll!!4YR�.N'VMM�.'!OM.r.•• .t. .....wnwwu,nu,}.!^M,Y!MV'A\.TIMI\M.IMMry`-'IMMM�----fir_—..,._ -.. 'Yr"Iit�L":.+Gf--aiTvX"'_'_a'RF'r..l-J++-r.•r+N"r_-,•'nM•^.M.Y! M: .t,MAIM'''�rv'�y+•w..-..-.—..,y....e..-....--.•,. +Y..y.tl1.MY1.YfWIdIF.auk-R.IY�P.IM�M��,.IMWNVilM1+& •.,eYkM4Fr.wYlW!TM' :4W. V1c� Y'.RI'IRi1.�1.T!I\'NAIi31MNMY�QMPM __ _. ... w.,lA1fARN.,\1R�AQ111.I.• ..wMM,.., .. .. ... ..._ . IF THIS DOCUMENT' IS LE5S 711 !11 !11! 1111111 III 111 ! II IIl III III III {iT rl fll IIT i1f III III III III TII II III III III III III ! II III III III III I 11111111 I�IIfII III III lllll �l III 1111111111 f LEGIBLE THAN THIS NOTATION, I 11 I 2 I I 1 3 4 I I J l 16 I I _I 7 I i g I 10 I 11 1Z� APRIL 2�3 1994 IT IS DUE TO THE QUALI'T'Y OF L No 36 THE ORIGINAL DOCUMENT. -- ---r - -- - - --- -- - -- - - - --- — - S Z 8Z LZ 9Z-- Z 6Z EZ Z F71.11111-1` hl,-11116�1 9II�91IIIIII�T'IIII IllhiiiiI111W1111� ,,,I1111 IIII IIIIIIIIIIII IIIIIII1111111 Illllllll �lllllllll11.1111 llllllu �lll �llI IIIIIIIII�illlillll� DATE IMIRS. METAL GtFITER ' _ ; aNTrrN - _ - ---- FASCIA ---- , . �j{, I I - --- -- - - --- 1 X3 --- BOARDORNkR-- --- �� 1 v ® �I �J ® %" ® � If LIIF TAL 1 x3 CORNETT _ I CEDAARRF� __ -. ATAI YW00 — - - .=- _-'BOARD NM EXTERIOR I'INISH SCHEDULE I ------- -- � - i T.PLYWOOD PLYWOOD SIDING. . ... . . . . .STAIN/2C BEVELED CEDAR SIDING. . - - - - - - - - -STAIN/2C C CEDAR/FIR TRIM & FASCIA BOARDS. . . . . . . . . . . . . . . .STAIN/2C - I / _ -_ 9 - --_ '�i')I) 1 L<&' �� L b � � � � METAL ROOFING. . . . . . . . . . . . . . . . . .FACTORY FINISH - - - -�- -- Mh"I'AL FLASHING (E.7(POSED' — -_ - TRIM _ l TO VIEW). . . . . . . . . . . . . . . . . . . . . . .ENAMEL/2C ME.AL G .` . . . . - UTTER & DOWNSPOUT.�. . . . . .I�IVAMEL/2C _._ _ -= __--_- - ::_ —• _ - - - ,I, t ) HOLLOW METAL DOORS BEVELED --- I -PLIWO(,D AND . . . . . . . .ENAMEL/2C CEDAR __-_ �4 FRAMES. . . . . . . . . . . . . � � ® �\ ® � SIDING -..-- I'i WOOD TRIM ---- SIDING -- - - r _. . DOWN EEZZ ­77 C' U 1 1UWNSFilJT DOWNSPOUT DOWNSPOUT - - q I EAST E L FV. z 2 1 1 z �---�, Q ETAL FLASHING �' �) 4 5� 0 Q CAP = Mi~TAL FLASHING � (/) �.._. Q GAP ._. --- ____ ---- -----_ _ _----- --- ---._-..__—.._ _-__ _-- __ _. ------ - ----• - - METAL i ------- - - -- --- ----- t]C —PLYWOOD ,. }---ROOFING METAL 4 �. 1 x 3 CORNER I I ROOFING-l-, r J�PLYWOOD �- >- - SIDING BOARD-- - -- SIDING LL r cc - _ — ------------- F.PLATS; — - - _.. PLATE u- - -= , 1x3 CORNETT WOOD TRTM� A PLYWOOD SIDING CONT. \, �� BAND - - JI) � W o � \ 9Z W Ir BOARD-- -- BAND METAL ��\ I �J7 PEVF'I.EI) GUTTER \� �, / I (.� O -- CEbAR \ I ----PLYWOOD - p 'OOD -_._____ _ --- _---.- .,iDLNG - __. T.PLYWOOD SIDING 9 _---BEVELF.D O �- - - - �- - ----_ __- LYWCK I L co C � SIDING Q 14 C BAND 9 / - ,��`� ME'I'AL ROOFING �y 1x3 CORNF.Y? WOOD RIM ARD __.. -. T.PLYWOOD - -- - BANDIT cc CL - -- -- - PLYWOOD L� 0 'I 01 M 'WOOD TRIM �= C� HOARD PIDIOOD.__- _ PLYWOOD _.--__._ 4 W Cn -- _..-Z \\� 9 -SIDING - -- T.CLAP ------ - SLAB �+ MOOD 'I H111 _� DOWNS)POIJ 1' WOOD TRIM BOARD ,� RO1AR T) NORTH ELEV. --- - - SOUTH ELEV. --- - ME , P LA,I!1I NG L.1 in v CAP TWO HOUR WALL ..SEE � � � I E-- --- - - - ._ - . N I5cc -,�' I II - 0 IN UU , 'A G I' - T.PLATTE • -_-_ _ __ - ---------- <6> LA'I E T.P ' — 4 ® � 'Z+ AL ® PLYWOODT W 'J ELAS NG SIDING FA. )IA I I 4 -___.__._1x3 CCIRNIi ______ _ _ ___... 3 9 HOARD Cl) window schedule T.PLYWOOD r.. ____ -- AT OO _ —__. -_-- -� _ --� 9 -- -- -- -.- - - --� -_ JOINPLYWOOD a e mark opening - --- __-- -� - p g styl© remarks _ -- • BEVELED I � 2 � - 9 - I METAL ROOFING A 5040 (ALUM. FRAME) -_ -_- SLIDER INSUI, METAL ROOF]. -- ! .`� I I - I CEDAR ATED GLAZING T - - -- - 9 - - SIDING _ _ _ CONT. M9fAL B 50 - HALF ROUND (ALUM.FRAME) SLIDER CIO INSULATED GLA7INO1 T.PLYWOOD CONT. 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ING PAPER SOUND- 6 BOARD (' 17 AMB A. -hOLLOW l,'_,7AL FR4tEILC NUM 3 WITH WO(il STUD STRAP j WINDOW SECTION 'HORF TIC 4 A, rl INSTILklu GUZING, D 4 SILL/HEAD-- -AI 311_1 1-011 tom.040 0 ,21lx4ill ALUMINUM FIfJOR FRAMING-'EE DOOR _Sly, d FRAME to Fl�)Oh FRAMING I"LAJI__ 1 I.N,".ULATED o GLAZING— OD & SEALANT L -PLYWOCID SULATHING 2x2 Wc)OD C TRIM- CONCRETE /I cONCRFrE WALK ROD & SEALANT /ALUMVIUM WINIJOW SLAB SLOPE TO DRAITN PLYWOOV-- SECTION c' 1" INSULATED 12 _ �L JAMS (HEAD SIM.) SIDING GLAZINUI 11-iRESHOLD 3"-1 '-0" III= I f_()ff 9 Lo 0 2 2 00 SILL --- i GRID /r I \ 1 % BELOW r . ISI 6 6 16 ... ILL z 9GRID T x 0 0 INSULATION WOOD GYPSUM BOARD TR-IM-PAINTOUT 0 DOUR-SEE. ALUMINUM THRESHOLD TO MATCH WALL Lu — --PLYWOOD SID'NG OVER OCHEDULE SET IN 14ASTIC BUILDT14G PAPER DOOR-SEE ;> BOARD SCHEDULE CONCRETE WALK Cc fn > CCPCRM SLAB 4" CONCRETE SLOPE CL < Z i I.. 1 2 _-fHOLLOW I-111-71'AL FROZE WITH SLAB i ' TO DRAIN- ui 0 .3 ------- WOOD STUD STRAP ANCHORS JAMB it 1-011 w cr) 3 . 2 C/) L1J z LZ UJ cr- Z 0 W . 4, 0 DOOR-SEE Z 0 Q 0 co fr SCHhZULE 01 < < 114SULATION ,- (J0 cl: t�-- -- LIJ CL D SHE ATH.inj Li a- Ir :D THRESHOLD JAMB (HEAD SIM.) 115 ) 1 tit,' CEDAR 3 lf.�I W __ l �9 , 11 THRESHOLD -HEADER-SEE Li- 9 571UCTTRA1, ui GYPSUM. 1)/811 TYPE x GYPSUM 211 BOARD cn 130ARD EACJ SIDE - _-_HOLLOW ME'T'AL �RAMF, WITH WOOD STUD AT 16- O.C. ,ROD SEALANT 10OR SEE STRAP' ANCHORS GYPSUM BOARD SCHEDULE 2. 2 DOOR-SEE SCIMULE UR I x INUM 3/4" WOOD---- ALU1111 �4\ TRIP-PAINT OUT WINDOW SECTION TO MATCH WALL ACOUSTICAL L 14SLJLATED KV 11OLLOW _LLk�I—GLAZING INSULATTON .7�77 -P lfETAL F AMF Sffi:ATHING ,)VE BUILDING PAPER 0 HEAD ACOUSTI CAL—— 2 80ARD.__) 2 eo I GYPSU' 114SULATION 3 1 1-.A A ITIni I-ILTAL SLALA1;,r I -Olt 14, JAMB (HEAD SIM. ) MG It _9 �/ W r 21tx4i --- Al,tVINU141 FRAME 6 JAMB (HEAD SIM.) 1NTRAflC_;.*; lyY'k cf) -- i 14 1 " INSULATED 1�11,A'Z'ING ; ' -_-- -- FRA141NG 0 10 JAMB (HEAD SIM. ) 1x V.G. FIR-- 3 SILL-STAIN ALUMINUM VIIN-L.k)W a) 9 SECTION co AT 16" O.C.7 FINISH DOOR — SEE 4- 06 GYPSUM BOARD cr) "` ` ' I - __ALUMIbRR4 ENTRANCE 0 it . _..I ._-�� Z. 6 IKID & SEALANT Gyp":"ul I DOOR 0 _0 I CONCHFEFE QSLAH G. -1 1; 1 1 x 3/4" V. I � E T "-2x2 WOOD WM L BOARD --AL,R-1INUM THRES-HOLD FIR TR�M-STA SET IN MASTIC FIN13H '. -PLYWOOD SHKAI�HING ..._--7:"rco11CRETE WALK- "KID" HOLLOW ou BOARD AGO, OPE TO DRAIN GYP,, m ----------------- C) IETAL I*RAME " MAX.MAi. I -r--7--1 1.— .1 f BOARD INSULATIO4 --BEVELED GEDA11 SIDING V.6 DATT rT No. SHEL rimnAT191,' ------------- F ART' ACOUSTI CAL 114SULATT(Ai SOUND iY-)ARUJI SUSPENDED ACOUSTICAL a g CEILING TILE B (HEAD SIM.) 1 _A � 13 HEAD __9__ THRESHOLD --JAM $111 • 1 3 11 FPY I OF 11 Jill � i 11111111 IF THT4 DOCUMENT IS LEESS 1�21 APRIL 2 0 1994 6 771 81 1 11L LEGIBLE THAN THIS NOTATION No.36 IT IS DUE TO THE QUALITY OF 11 W_l 111 j 7' 1 7, ff __t - 11 • THE ORIGINAL DOCUMENT. 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AT RISERS 9 - WALL RETURN - --- - W (4)-2x14 i STRINGERS °° " RADIUS AT 7 BOTH SIDES NOSING-TYPICAL DEF�LAYMIJNT OVr� C_ 5/8" PLYWOOD AND TWO I - SHEATHING \ 1 1/2" DIA. WOOD AT CENTER j I HANDRAIL WITH MLTAL _ - RI,TURN ENDS r- - ?x8 LEDGER-NAIL / BRACKET SUPPORTS AT I 4 ra 'TO WALL ' '-- - I WITH (3)- 16d ENDS AND MAX. 51-01' ! (I EACH STUD 0.C. I-- TYPICAL- 2x8's AT 16" Q.C. ''4SI':MPSON U TYPE — _ _ HANDRAIL _ Yx12 BEAM JOIST HANGER '_ATTACH HANDRAIL TO I DETAIL 2x BLOCKING WITH (�r — 7 (1411 CONCRETE -- -- VER VAPO �1 �I� SUM BOARD !: 2 BOLTS EACH BRACKL"l'. I U, \ BARRIER 2, s AT 6 0 C _ -- - - -------- --- _ i All PLYWOOD I r••• - � oo � `'�. _ -`�. ..--- SHEATHING _ - - 1 -4 H DRAIL < ___GYPSUM BOARD L E- � a EACH SIDE I n AIL � i �- T.PLYWOOD FLOOR FRAMING SITE S`TRUGTIIRAL - I 'O Q\ .PLATE 4 HANDRAIL I L -- --- ----- . - - - --- ---_ - - -_ _.._--_-_ - -- _ T HANDRA DETAIL 'I - - -_ - i 2x TADS .. / 3n_1 -0u I ( { � H I --- 5/ PLYWOOD - � RAISERS \ ----iINDERLAYMENT OVER GYPSUM`---- i A 5/8" PLYWOOD I I cn .. BOARD - RADIUS AT iI SHEATHING j 0 OSING-TYPICAL 1 I x8 LEDGER-NAIL I _-- .__ _------- —_- __--• cvl :. 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SIMILAR T.I LATE �V7 T.PLATE I BUILT-UP R())F'INu PLYWOOD SHEATHING 9< II P GIN RED )OF � � P Pp�j� T C� - q'RU ES ( L STI JCTUit ) (� •-- — T.L LAI'., GYPSJM BOAR[)--- BATT D- r� _ I BATT INSULATTON - 'rLu 00 o � g' i 4,'' COIJCRL- OVA�t 30 W o M VAPOR BARRI T z T.PLYW(,X) i PLYWOOD SI ItJlTHING-- __ _ I - T -- ----- --- - - __�T.PLYI�JQODEl 0- vulu-1- 1� 0 i0 � m rLOOR JOISTS F.l: n 4 STRUCTURAL -GYPSUi•r BOARD } i CIBIDOR IL ACOUSTICAL INSULATION" Ito V 1 ' ' CONCRETE OVER --_._.__ 00 j VAPOR BARRIIR 'P.1'LYWU(�ll jPLYWOOD ;;HEATH]NG— ���•� .–. �— _— _._♦ _ ... __ _ •—Tr.- �._.�-.. .. �._. r.T*'l�.rr----4�Tif�T'_-T--r•�--rr----•-- I 4jog- - ' FLOOR JOISTS-SEE --- STRUCTURAL = I IR R I D OR GYPSUM IM BOARD ACOUSTICAL INSULATION a �1 z rn i 1 0 ' 4" CONCRETE SLAB f T.,.LA� I- -REINFORCINTURAL FOR SLAE f -71 w o r-- _B B. 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REINFORCING BATT INSUALTION-------------- --- PERIMETER BOARD-BE I I'ERIMFTFR SLAB " CONCRETE SLAB-SEE BEVEL 2x10 TRIM BOARD SLAB INSULATION- t TOP-LAG BOLT �- a INSULATION x :?'-O" 7-0-TRUCTURAL FOR REINFORCING LAG BOLT AT 48" O TOP t SHEET NO• ----- X21-011 = CONCRETE WALK 1 AT 48" O.C.- ---- :i i I �,, COUNTERSINK SLOPE TO DRAIN COUN'tFIRSINK 1 >;RIMETF,R SLAB INSULATION x 2'-0" ---- — „ I C,ONCRET�. WALK SLOPE TO FAIN 1 .SLAB T.SI - > a o °°° ° } r. FOOTING-SEE q I I o . p" o - _- --_ 13 fl ° STRUCTUAL J j �I _ o II -- _ — _.__ ° 4 o� ; . . '+ _...FOOTING-SFE FOOTING-SEE---- - t STRUCTURAL W.SEC ICON W,S :CTION W.SECTIONsTR1.1CPURAL I ,t . 1 1 1 a S41 t1PPFry [ 00tIES ERY IF THIS DOCUMENT IS LENS TIt Illl�lli III IIIIIII III III III III III 114 1jT TT jTnrT (�! 4iT I�i I�IIIII III !11 1�r lll III III III III III III 111 111 III I I III (Illjl�lllll III III IIIIIII III III 111(1 LI • ., ., , " I I I I I I � . t 110 I � 11 I � 1Z APRIL 28 1994 I Z 1 3 I 4 5 6 -- ---� 7�__ 8 y _�__ %w ..__ . ,, � .,4 . LEGIBLE THAN THIS NOTATION, i—_- ILII 1 ^� — —_1 _ No.36 IT IS DUE 'I'U THE QUALI'T'Y OF THE ORIGINAL DOCUMENT. -- T-- ---r---------_ _—__r_-- --- --- E —�Z 8rZ LIZ 9Z �1Z 6Z Etll� 8C m 9�i t- l I� I - <«uii�l�ia��ll� I�I Illl !1111111111IlIIII�IUI I�LL111I I1I1I�11 , lll11�11111►�►11►III„111111►!lI .1111111111111►11�11111111 .111�1111�1►I1 I � f II„IliIlll1, ,��►„ 1,,,11111 p! TE HRS. r__.__-_ME7AI. FLASHING CAP I SECURE WITH GALV. METAL r - I CLIPS AT 81, O.C. ` \`�,\1 OVER BUILDING PAPER ` -aw ! 6d HOT BACI�I9Ai I. L I`l 1, r `` �,�� k-,.• v� y- DIPPED GALV. NAILS AT 12" O.C. 1 FIBRE CANT •� L �_ �� \ CLOSURE STRIP BUILT-UI' _----PLYWOOD SIDING ROOFING I �'" I \ �. 4 CONTINUOUS I METAL GUTTER L ' - __=�: � _ —fix.4 Y1i)OD TRIM ,1dCrAL FLASHING Cnl' -- . _ SPLURE WITH GALV- META(. -_- --_----_�--- - _ _ CLIPS T 48" Q.C. ACKNAIL =_ A 13 -- - ----1x 1400D TRII�1 -- :- — 1 ; - WITH 6d HUT DIPPED BOARDS-PROVIDE 'SCARF' �.= I - -: -- -- � -«� 04 GALV. NAILS AT 12" U.C. J JOINT AT CENTER I � (CUT FROM (2)-1x10 s) -�" - PLYWOOD SHEATH ING - 1 \ QX3 WOOD _ - - 1x WOOD TRIM 4 J i I TRIM i - - - -10'A1-ov . FLASHING ' I BOARDS - PROVIDE + _ - I 1 x W(>011 TRIM �� ErAL ROOFING 'SCARF' JOINT A I j MM C �\\' ` �� / OVF�II BUILDING CENTER. (CUT FRU,! HOARDS-PROVIDE --- (2)-1x10 s) I ". i 'SCARF' JOINT AT 'y. I API-1 PLYWOOD BIDING , CENTER. (CU`T FROM (2)-lx1o'o) ! �� '� ' ME`1'AI. WALL-__ o FLASHING I `� 1 x4 WOOD----__ PLYWOOD* �_� TRI BD. - �f _- n C 4 PLYWOOD/ -- _ SHEATHING \ co 30 1 r -- - SIDING ' -"► - -- ' 1 1/2"�1'-0" 14 1:: WOOD TRIM` = PLYWOOD 13QARI>J _ —_--- SIDING GALV. METAL DOWNSPOUT _ 3-- EXTEND mm���j BUILT-UP ROOFING — —- - -- - EXTEND ROOFIN(., \ 14 , 1/2 = � -° (J4 - _ 14 IN:O GUTTER �= CONTINUOUS METAL GUTTER- �_.__-_,...�_.__-_ 2x8 FASCIA---- ' _ 'd : (d BOARD GALV. DSrAL DOWNSPOUT I 0 3"x5" -- I PLYWOOD SIDING- - I_-, I I W 0 � CONTItJt1Of1S � GUTTER DRAIN GUTTER DRAIN _-METAL GUTTER GUTTER DRAIN UTTER DRAIN � TO DOWNSPOUT 'TO DOWNSPI)!1T TO DOWNSPOUT TO DOWNSPOUT CL < � 7 — � � W I ZZ W M cJ O O x. 14 , , 2'= -o z 0 co cr o a 0 Cc r7_ROOF W Mi 1'11, FLASH 7 iiG GAP � HATCH �� � 0 ~ (SECURE WIT:( GALV. ( I a- METAL CLIPS A. 48" O.C. I�- S B WT ' i ( W .1-,� ECURE ACK alt M.1-7AL ROOFING II � I OVER BUILDING METAL ROOFING SCRDIS 1 II �"L" 3. :i AT 12" O.C. I BUILT-UP ROUTING I� ! ui � -- ! U.L. CLASS 'A' OR 'I3' I � rn U'1"IT-1-i DRAIN c+ ) TO DOWNSPOUT • ' I TRIM ' I --PLYWOOD SIDING LINE OF EXISTING I \ BUILDING, \\ BUILT-UP I � ROOFING I w c� I � -ROOFV) 'GUTTER DRAIN � 2 � i - � BELOW � � ,TO DOWNSPOUT "� v) ? CI \ CONT. I q- I - _ METAL ROOFING d) METAL\ IIk __"- - GUTTER - -- - - - - ONTINUOUS Q ` G METAL GUTTER 02 � r"...•�.-�'.-'"'_ � . _--�_- � ,�.: -_ -- _- _ 1 , Tu DOWNSPOUT -twv Hoult wp.►.t_. i ti — I � LOWER I 1L - $ L NGL E - - - - - L�) FIi ROOF __ __ - --- --- _ -- - - _.. •-- ROOF , METAL `\ $F,I.UW GUT`rER DRAIN �J�A /'CONTINUOUS - f GUTTER DRAIN-' GUTTER DRAIN BI?I,UW W Cn ROOFING �,\ TO DOWNSPOUTTO DOWNSPOUT IAL FLASHING CAI' GUT'IPR DRAIN ' METAL GUTTER i TO DOWNSPOUT co SECURE WITH GALV. 14M'AL Q DOWNS.OUT GUTTER DRAIN CLIPS AT 48" U.C. BACKNAIL CONTINUOUS'-' TO DOWNSPOUT _ WITH 6d HOT DIPPED GALV. METAL O W = O i-NAILS AT 12" O.C. GUTTER � _.__.._.___... ' 1,1iOVIDE ROOL' VF�I'I'S -4W OHI✓ SQUARE FOOT OF •_._� (� � b vI3JTII,A'rION n�r;n VENT GALV.i9I�T}rin 1 SQi01nRC FOOT FR 300 SQUARE FT7f J OF ROOF AREA OF VENTILATION AREA /METAL FLASHING \2x4 WOOD ,� INTRF:GAL 1JITII SHEET N4. METAL WALL---� TRIM 2x,4 CURB 19ITlJ /C ROOF VENT -' FLASHING I ----PLYWU011 SIDING CANT STRIP.., ' PLYWOOD BI1I L'I'-U P HEATTHII-I, ROOFTNG' } = ROOF PLAN .AV _21 1/811=1 1-011 14 _ 112 1.570C) SW 1 1PPEP 1.7001NIES F F'1 1 " OF 31 .es.:,ai',. .. ... -.;�y�,.e.•.„, ,,.;,. .'-�MIA.'.' r,. 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I I 1 I 1 I I ' I lII I X10 11 I 1� APRIL �3 1994 LEGIBLE THAN THIS NOTATION, ` I 2 I .3 ` 4I I 6 I 7 g 9 4- r 1 �___ —__� ___�_ __L__ _ __1______ __�- I'1 IS DUE rO THE No,36 �,1""_� P QUALITY OF THE ORIGINAL DOCUMENT'. -- -- — — - - - — --- -- -- - - £ Z 8Z LZ 9Z Z tz £Z Z T11111 OZ 81 8l LI 81i 9L bi Et Z111 it II ��\L 1111 T�6 8 I L r '� I� III IIII�IIII IIIilllllllllllll�llll�llll IIII�IIII IIII1IIIllllll llllllll�!llllllllll I I� u I►l u1lIII g till il��l��l illl�llllli�iili�il III (III 111IIII�III�III illi VIII IIIIIIIII (III IIII1IIIII►III Illil�lI ( IIIIII�II I I" 10110 DATE HRS �r a „ w METAL -- METAL, FLASHING CAP- SECURE W FACE OF-- - f" -- �,,�-.� FLJ4.9HILyG CAP � •� � ' � WITH H CALV. MFTAI, CLIPS AT EXISTING - � d :'4" O.C. , BACKNAIL WITH 6d BUILDING PROVIDE TAPERED BUT DIPPED CALV. NAILS AT -✓ _ j BLOCKING UNDER 1I O.C. NEW METAL WALL FLASHING CAP FLASHING UVEB NEw Z: 7. 15 PLYWOOD SHEA`T'HING ly t -NEW P111"D 2 - -_ - SIDING ___-- 2 �-.= ::_ 6 - , REMOVE EXISTING �� .� op I I ` , ;N EXISTING ROOF l FksCIA FRAMING FRAMri`'3 AND , AT NEW 2-HOUR W r M -- MT± I'nL FASCIA, TO REMAIN - WALL LOCATION WALL -PLYWOOD SIDING a a= O FLASHING V REMOVE EXISTING— �2)_LAYERS-5/8" TYPE X WINIXJW. FILL-IN 1 k' O PLYWOOI)�� - - -- - GYPSUM BOARD EACH SIDE OPENING WITH NEW SHEATHING WOOD FRAMING l n c t NEW BATT INSULATION 1 ` ' - MOP-UP NEW 1 FLASHING CAP NEW GYPSUM- BUILT-UP ROOFING 3"=1 '-0" ---- --------------- BOARD 1 PLYWOOD BEHIND �� (BUILT-UP ROOFING 'DOOR-SEE LYWOOD SHEATHING -- --- - .-._. ---------- - - - --_� ------ SCHEDULE T.PLATE z G R Al � MISTING FL00 i ROOF JOISTS-SEE, %i FRAMING TO STRUCTURAL 0I REMAIN II ! •�� HOLLOW METAL FRAME j YPSUM BOARD I n t, ;' b ; WITH WOOD STUD (� �-�. O NEW 3/4 x2 \�` ANC;HORS RFT�IOVE EXISTING- X, Q � 16 GA. METAL f' WINIX)W AND SILL I I ---- BELOW: MODIFY I I I ' CLOSURE STRIP,,,, � � I \`\\ NG AS REQUIRED J fr _ �- ! �" \:•� (2)-LAYERS-5/811 'TYPE X F.�'VI --- _ _ -----t-� HOUR DO!)R/ - - 16 HOUR DOOR/FRAME '� ��. ' ,� GYP:3UM BOARD EACH SIDE FOR NEW FIRE I I I ! ASSEMBLY - ASSEMBLY - CL < SEE / i I i f. W O II DOOR SCHEDULE ,.; '2, DOOR INSTALLATI N II = W LL NEW GY1 .,UM O P.T. 2x.4 I (CONCRETE SLAB AND BOARD \�� �,�\ �" ! IIII I �-- Z (n W FOOTINGgo W f� 1 " CONCRETE OVER z O APOR BARRIER .� Q o II '/I II �'LYWOOD SHEATH INGI Q o ?� RIGID � �� IS; T II 4 0 �' - "Y` INSULATION _. •I \ I PLYWOOD a o EXISTING--'' � ;� - - - -- - -. i �_. _-. - :T-- . ---- _ -- - T.P 0. V H a • WALL - - -- - .- --- - -- - - __.--------- --------- - - �../ -- EXIST G SLAB I AND TING o h{ISTING FLOOR FI0OR JOISTS-SEE L�" FRAMING TO STRUCTURAL W C6 ✓ o �- \ I REMAIN \GYPSUM BOARD 3 JAMB (HEAD SIM.) 1 ?� RIGID LNSULATlUN 3"=1 '-0" - 5� :'-Ii01TR WALL _--'� I I \EW � - REMOVE.' EXISTING�'_. , III '' 2x6's AT 16" O.C. WITH WINDOW AND SILL IiI f (2)-LAYERS OF 5/ " TYPE X �� ` BELOW: MODIFY IIlI 6 � THRESHOLD OLD � , , I I GYPSUM 130ARll EAC SIDE • OPENING AS REQUIRED t 15 --r-- _ - _ � �_ 3n_1 ,_Gtt FACE OF NEW Vii'• FOR NEW FIRE DOOR I I j - �--� 2x6 FRAMING, ' INSTALLATION Ii j I ,� HOUR DOOR/ ao FACE OF,-' ASSEMBLY EXISTING \ `, \ r-� I i _ 14" CONCRETE OV BUILDING ,.r �/ � i I I �. VAPOR BARRIER c \ ,\ // ! \ \ ;i I• �' PLYWOOD SHEATHING .PLYWOOD co -� '1i HOUR DOOR N F- _. �i HOUR DOOR/FRAME ` • ASSEMBLY _ r� - - - - - - ---- - - - _ _ c �l PLYWOOD - -- I ASSEMBLY - SEF �� yI r 1' SHEATHING __ _ - DOOR SCHEDULE '' -�' fi~ %l I i EXISTING TO FLOOR JOISTS-SEE I JEW 2-HOUR WALL 1 STRUCTURAL 2x6's AT 16" O.C. WITH REMAIN I 33� Y1'SUM BOARD (2)-LAYERS OF 5/8" TYPE X -- ; - • • ., 14" CONCRETE) GYPSUM BOARD EACH SIDE II2 OVER VAPOR �` II j Cz _..�_ 12 1�x_.... 6 I I -PLYWOOD SHEATHING -- 1�S HOUF. r_}JOR/FR HANDRAIL cD 4 � Imo- FLOOR FRAMING \ \� \ II r -SEE STRUCTURAL �\\ ,� I I i I A�SE�IBL.� , %,� W ( •. . ,,� li � � \\ \ � A I RETURN LEd0.S, DETAI ��•� to I H c I II rn �i. VF.RHANG RI+MUVE EXISTING � I LINE DOOR AND FRANii1- I � I j ' � O .. I ' / MODIFY EXISTIIdG 2�=TREAD,, IV OPENING AS REQUIRED I I " CONCK F,�E SLAL;-! EE AT 11" I = II � �_ - I ! � N o r- �y \ FOR NEW FIRE DOOR �STRUCTORAL, FOR RF ND)RCING 2x TREADS WITH \1' ql• ji'� I -GYPSUM BOARD two hour aria aparatio wall INSTALLATION I IS 5/8 " PLYWOOD-- EXISTING -- I, 1• 2"s 4'%t"!studs 16'un center 1111 iwu layers 5/4" ryl'c,'x"gyp'urtr WALL/FLOOR I wallbuard7 each s de. Hose layers applied crtically and nailed with 6d A — II I - - - — I I -T uwler or arkerl? nails 9' on cewer Face layer appled vertically yr -- - - - _ _ _— ---_ __ -_•-- - S .�LA.B A'T ENTRY pp RISERS FRAMING ____. _-� 7�,r horiruntally end nailed with 8d cooler ur parker 2 nails 7"ern ccntcr I'or / —�~ .r_ ' . • . , - - - \ I nail•adhes,ve application,base layers arc nailed Won center trace lavers \ \ • o •• - — • , • �� applied with coating of approved wallboard adhesive and nailed 12''on FOOTING-SEE EXISTING FLOOR --- - -STRUCTURAL (z)-EQUAL T.S B sNEET fNO. center. ` RISIIIS — 1 " RIGID' - -- V -(2)-LAYERS - 5/8" TYPE X \\ SLAB & FOOTING - - -- Lp • . -"_-_ INSULATION GYPSUM BOARD EACH SIDE ` - - ------ --1 '� RIGID INSULATION ='�"'' N 1" TYPICAL I THR��HO�D - - - ------ r 2- J ' 2-HOUR - -L/PLAN _ _ 1 2- cCn / 31,=1t-011 ? HOUR WALLSECTION L----.,2x STRINGERS 15 15 „=1I-O" �n�1 r_(,,r AT 24" O.C. ! 15 15 ::;►,I 11F'PER BOOMES FRY 18 OF 31 ( t I F THIS DOCUMENT I S LESS T 1 1 I I I I I I I I I I I I I I I I I I f l l T 1 1 1 1 1 1 1 1 1 1 1 1 1 l T 'I-,.h.,fh 1, Ira.ai,.�,iii. �,..,».,...I.I,..�,�i.,. . 1.«i.,.�,�.,....,.I_,.. ..,�,.........M...,� ..,.�,.,, .,,....,...,.....>.,.:_._ ,... .a__ ,,-:�,......�,........, . ._,.-.�..►_._ -r- - �- ,.._ .,..,...�.....«w,...,w.�.�,,.,-�.�•.�....»,.,...�,.r,.»...a ...,...�r•..�,..»,....,....�.....,..,...,,....,......,...__... ..,.. I I I III IIIIIIIIIIIIIIIIII ' • r � l � l � l III III I I III r 1 ( I IIIII � I 11 � I I � III III III I � ISI 1 I ISI III � I � I I - APRIL ', LEGIBLE THAN THIS NOTA'T'ION, � -1 I 2 __--.-_3 4 _- � 5 I 6 I � I 8 I � � I �0 I 11 _C -_� _ I I -_�-------L :��3 1994 e IT IS DUE TO THE QUALITY OF No36 .,"" 'i HE ORIGINAL DOCUMENT. - - -- - -_ ___ _ ____ j � S Z 8Z LZ 8Z Z idZ EZ Z TlZ UI 8T L1 9i 9T 6I Ei Zi it Ii 6I 8 L I 1 IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII IIII IIII�IIII IIII�IIII IIII IIII IIII 131116 II IIII�III111III IIII IIII IIIIrIIII�II IIII�IIII IIII�IIII IIIIIIIII llll�llll Illllilll 11I1111llIIlllllllllll 11IJII Illllllllltlll►►IIIIlI I! j13 Ill w DATE HRS. GENERAL NOTES --- I!' X121-Iv+� � I Zi�O" (2�-,O`' I L'_ U11 � I,j'- � . i�-�,� �,- � � ���► . These notes set minimum standards for construction. The drawings ,� 7'-4V 41,411 IV-!7'I govern over the General Notes to extent shown. • O {v -- z. Contractor shall v„rtfy all dimensions and conditions on drawings and __ W 3�E I - --- - - 4- in the field. Coordinate locations of openings thrau h floors, root and L :tis walls with arch:cpctural, mechanical and electrical plans. Notify design �-_:: �- �_'__.-.�---- =---- -- - - -I_ 4- -,l -1- agency of any discrepancies. �._ �_ T 4- 3. Contractor shallprovide all necessary temporary support prior to CLIL -�14M -- completion of vertical and lateral load systems. QZ I U 5E FaQ V ( I 4. First floor shail be perma•iently attached to walls prior to back filling r- I `f c:v1„N, `ou l I I Iv I ( II I I I I I _ against structure. t-- - To I-Tei 3 E I 12 t�P I I I ~- 5. Gypsum wall board is used on this project for bracing of the structure. Contractor to provide adequate bracing until all gypsum wallboard has been applied and fully nailed. J�I� I L � ��, G�r�i4 3L.`A -�r�. = w ' 1-STM I 1 l --- -1 6. Inspection and/or job supervision is not pru�,•ided by this design -�}--- - t-- - ---- 1 » 1 Y agency unless specifically arranged for by separate contract. �N f' I I d ,-(3)hTutx, UNuF 1 Ii-�Ii 1 �,_�1 I 5�_7j I I 7. Where reference is made to ASTM, A ISC, ACI or ether standards, the i I t '�r 2 G ►�L�AG6p �� 2N-!r F1.� `� 4j I I I ----- ' - I - latest issue shall apply _ r 8. workx c,. }�L V c All shall be in strict compliance with the Building Code 5 F I` M'�, F, i_ J L `-' ,-� I 1. 0 Y g �, . a'�I I w'-01 ' r! � ; L J 1� 1 I Q I t p I 1 �q 94 m o as amended b the State of Oregon and all other state and local codes � I I I I I i I I I ( � v and building requirements that apply. l U - I ( C PPY I I - ii `Rr I ( ( ,� I I nl, (� I I I I I I i 9. Design Criteria: gfp a. Basic Roo!' Load -1 I -I- r I \ (snow) 25 /sq.ft. (snow build up ' _ - _ I i - { `L __ _ I"► load _ - - -__ -- -I _ _ - ' ing as per SEAQ snow -.-..� lL � L L_ .._I - - -- - �- �-•� - . ._ - -. -- , ----�-:_ _- ----� _ - _ load analysis) xi --- _-..M�� •1 __ � b. Floors 40-1/sq.ft. Ty,)ical 100.7/sq.ft. Cornet„r C. Wind �, .:�,'� �: offI ( - - H 1 I^ _ - - I 1 I ' I I ; d. Seismic Zone I I 1 ' I N �� I G r� �� �P, C� ;C_ i � � 10. Mechanical equipment, mechanical and sprinkler piping larger than 2 I _ a� fF ""I diameter or other items producing a hanger load over 50-1 shall be1 (� .9 I I I Q i i 3 -w 141 1:2E ,4Jro4� 4r I IpI r I lJ I I I I hung by a system approved by the design agency. Any hanger 1 I I I I I F Tc�. W/4 4 G o�rT I -- I producing a load over 200-1 shall have additional framin installed to 2 I i I _ , J I I I transfer these loads to the main structural beams or walls unless _. ____ ATE P i � 5 L,cl P� f otherwise approved. -_ - - I 11 I I i 11. Shopdrr.wi p s s I �''E a u�u ` ' � � . . � I -''( .� _ I I 1 t z ng hall be required on reinforcing stee , structural steel, glue laminated members• and shall be reviewed prior to fabrication. I V, 1 ; I J I I I ( f_ 2 I I ' ' ' +•i) ; I I + 0 5 I I I ---- a E0j.NDATIONS n �- 1 1� - �'._� a� H `'I '`r �" - I I ( I I I I 9 I 1 ► I N 1. Design soil pressure assumed to be 1500 psf LL plus DL. Ex15T. r3!r�� . 2 o i _ I , 3 M I I 2. All footings to bear on firm, undisturbed soil or approved compacted � �/ •--' �` �3.�4� ;� 1 I --I � I ' I � I I I-; � _�.t- Z/�. �,.i- I W CO Cr fill minimum 18" below final grade. Notify design agency before ;� I I _-- - _ I I (j)CA I - u r.� A ( I I I I(� A 1 I 5 q I I 2 _ J- proceeding U any unusual conditions are encountered in the footing f�° r---- I L. -1 1. excavations, Cr Z 101 , 3• Do not excavate closer than a 2:1 slope below footings. � � a / / 54� I (-' -1- f"' -- -"T -- -- - _ -- -- -� - '-`�' ""- -- _ , ��t -- -- -- - L A �1�,►Js �IT1-I ; L -1-' -- --1_ , �` _9� �I W till 4. UJ 0 Clean ail footing excavations of loose material by hand. T'� J I�1 {�u I--i. l �- - -� �-- - - u Lf - CS A� L! I 61 A I FZ W E' / - ♦ �.._J 1 I G �. 7F � W 5. Excavations may be made under continuous footings for pipes. t. la� AT Gx I ,Tt �►vl i✓ �. "' 1 co' Fou'-+v�arlo�l z W 2 y� �.-I'�.., Gore-.IT Po 5 T T aF flo' l~1Ac.tr U n�,t K tai 1�J c-� W z z Backfill to ae approved by engineer. - �' a 3'-0`� ._ e / 'J' W��.. `111 'I LrM� 1 WQ�A. ../�` O - S�4.N`;�ETE ' ' ISI - to_ � _ _ � SE r ,e� r r�..s��,, t... 4 1. Average concrete strength as determined by job cast lab cured - , ,, +---- _-.. .._ _. n � 4 Q cylinders at 28 days iglus increase depending upon the plant's � .._. _ _ Cc standard deviation as specified in ACI 3 18-77) shall be: 3000 psi. a � IJoT�,; G'� W � 2. Minimum Mix Requirements: I . F� L-`,-• 'TICA-I ,� Nt I '�c,�tr,+.Yl�l i ops ,.z ,; d EL a. Cement content per yard: 5 sacks P 3000 psi c. 2 x 4 studs....................... g �^'�' `� " "t �T S2. `E -rHI�v �'�T Cc e- - .........................................Dou Fir studs or std a.�:%i•-iF.:-ii � ��?' � 5 1/2 sacks P slabs on grade & better or -12 W b. Slump: 2 to 4 inches. Deviation from design slump +1/2" to 4'. d. 2 1 6 studs and larger..........................................Douglas Fir 42 W 3i C. Air Entrainment: Per ACI at all exterior slabs. e. Sills, ledgers, plates, etc. embedded in t ' , C6 d. Admix: Water reducing admix (Pozzolith or equal) for all slabs. or in contact with concrete................................Press treated Doug Fir #2 _ W 3. Place and cure all concrete per ACI codes and standards. f. Posts........................ .........Douglas Fir -1 I r O U N�"..�s�,�'10 t',l4. (� Provide control joints in all slabs on grade at 20'-0" o.c. each way 7. Framing anchors, joist hanger, post caps, etc, to be "Simpson" or maximum unless otherwise shown on plans. Provide heavy (3/4") approved equal. tooled joints at 5'-0" o.c. and 1/2" premolded expansicn joints at 8. All bolt heads and nuts bearing on wood to be provided with a i0'-0" o.c. in all exterior walks and slabs. washer. --- 5. Sleeves, pipes or conduits of aluminum shall not he embedded in 9. All nailing to be per table 25Q of the U.B.C. Nails called for on the t-- � 1.��'v` �-�- -�G�'r L- l-I LE �OOTI N C� �.�F-iE�U LE.- E.- structural concrete unless effectively coated. drawings are to be common. i NI�,r2 ,L �12E. 1ZE.IN - I"IARk- �ALL Ga..•ErZ �JAILIr�Ic, C,or.IN Ps+�.;�. c,o�,. *� 10. Cutting and notching of joists not allowed. I" diameter hole may be -. REINFORCING drilled in the center 1/3 of the member depth. All other holes to be - />5" �fP �GA�Ip 1 , i. All reinforcing steel for cone:: _-te shall conform to U.B.C. standards approved. r �� or-IE > c� •r,�a✓r.,. �"� 4' ��� * lob Tv`tiAl� c=='S% Irp� 12 a�;._ I > 2 v k Z v x 8 uNr?Ete`t� No. 26-4-76 and ASTM A615 grade 60. -- - -" IL Studs may be notched in the lower 1/5 of the height of stud for ffl P ro q''c hAN1 z E1 M P Y t.o X I Q U 1V 2E.J N F2. Fabricate and install reinforcing steel according to the "Manual of y �L(I.,� hlp►N��, II ��� �• i2„ q,� .Q� � 12 -� ' Standard Practice for Detailing Reinforced Concrete Structure" ACI electric and plumbing pipes, but no part of notch is to be deeper Than Ir-+ r-tM.r). 3'-cam° x 3'-o x IZ'' �r.! �Ett,tF, 25% of width of stud. Holes of diameters u to 1/3 of width of stud r"- - ------- ----- Standard 315. P , M Ienr" (' co�A-r A*46 /2 I�L`fI,J v SH 1'C:I may be drilled in studs but not in center 1/3 of their height. '� ,� , 1� I� T�e.,�,gi;-;�� '�` o - -�--- - .__ i 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing in orlE ��siE,bl.ic.c� r vc.)Es 'cx� � '� `y UM 12. Double all joists under all parallel partitions. __ IN FIerun OR SIMPA'+CJEA � _._ - _- N walls and footings at all corners and intersections. �----------- � -+--- __. _.._..__-. _- i _ _ 13. PI ooej sheathingto be standard rade with exterior glue. Install S/8 '(P w�) o , * 4. Splices in wall and slab reinforcing shall be lapped 30 diameters and � 8 8 � � CvJ C-' 4 ' /� I orJ IoE�,q `�' g '� �'� � Ex��+ SI©^I S , 4�-ox � -o''{ I� �. 4 �A, I,J,d►�' y shall be staggered at least 4' at alternate bars. roof and floor sheathing with face grain perpendicular to supports and _-. or'E `-►`t-'Ey uN�l-r� Atr+c.4-1oQr �..�,c}6+'aY� stagger end joints. Install wall sheathing horizontal or vertical I�T�Co�I-cep �.Ir�_ 61KO A- 5', co �fi K 5. All openings smaller than 30" x 30" that disrupt reinforcing shall have either q �� � A PS 5 I � 4 -� { '�' 4 - 4 �,CI, tJ,�Y a T, Er-�g�r�s .>w 12. i� I vd wEAI 4 / �, N - ---. ------------ - and block all edges of plywood with 2 x 4 or thicker blacking. Black F3l.�x.l��ri L yo, �� , an amount of reinforcing plw.,ed both sides of opening equal to the 1►-� FFw. 5' 5 EA W.A-•( amount disrupted and eYtmoing T-0" each sloe of opening. roof sheathing where noted on drawings. See plans for nailing --- I ---- --�a----- -- schedule. Q /_ZP�Yw1t� Si-ITG), Ic4.J c4�+ �` At Ha1NEL �__ j.__p ) v"o �t�N� L-N rPA lslvr� - ---- - - 6. Provide dowels from footings to match all ve-tical wall reinforcing. nt.lE SI�rz;&Li�0 N PiF��4J +t �� Ic,,' Toe rrA'�. C *0 W_ ANN-Ho�S Q:., 3z" Lap 30 diameters or 2'-0" minimum. LIGHT METAL E'�.E CONNECTED WOQD TRUSSES -- - - - ._.._. _ 7. Lap all bars in intersecting footings 2'-0" or 30 diameters, whicheverSIE @ AL-1r r � P,L .WF.�oI STutx., I. Trusses-shall comply with U.B.C. standard No. 25 !7-76 and all L ___.__ _��___`_.__ . - --_____ __-_ _ ______ __ is greater. provisions of the design specifications for light metal plate connected` oR �-'I�P A �'`� �4 OX A- F:AGr-I �� cc 8. Reinforcing shall not be bent or displaced for the convenience of other wood trusses of the truss plate institute TPI-70 except as otherwise trades unless approved by the structural engineer. .. 9. Minimum cover from concrete surfaces to reinforcing steel shall be: noted. + 2. All truss and compressive member stay bracing and connections shall 8. Truss erector shall exercise extreme carts during erection of roof 3" _ 1/2" to bottom of footing be manufactured by Tualatin Valley Builders Supply, Precision Truss, trusses to prevent the trusses from buckling laterally. Use spreader �. �. 1 1/4" from top in slabs on grade bars for lifting trusses and provide lateral bracing as necessary. - � or approved. g P 8 _-------------- _ -- - ----- - - _ Center o, wall 9, Truss manufacturer to inspect all trusses after the have been erected + z 10. Electrical conduit shall be placed near center of slab. 3. Members shall not exceed a live load deflection of L/360 or working �' Y SOLUM N ��G 1--, E�7�,J (_I- stresses for the appropriate material for the loads indicated on the . and root sheathing, bridging, blocking, etc. has been installed. MAI_L_ SIZE _Pias A i3 IZE 1-4 A V. � WOOD FRAh� drawings. *111, Manufacturer to submit certificate to engineer that the inspection was � fig Q cy� 4. Truss manufacturer shall furnish complete engineering shop drawings � acceptable condition and meet with the � --- -- p g 8 P g made and that trusses are in acce ,, � �"`-i-- � 'tYl� � T 1 � �r� Y I -o' SC-E r�E"t'. ro z 1. All laminated beams to be Douglas Fir with fb - 2400 psi per AITC - manufacturer's design and installation requirements. T x4 " 2- f!," � A P3' s specification Appearance grade to be industrial. with Gregor, registered professional engineer's seal. :hop drawings - shall show clearly erection plan and all stay bracing for truss '� �A yyr ,. l�y Ie. vo, 2. All glue laminated members shall be notched, shaped and finished as � ., compressive members and required connections. STRUCTURAL�p-MISCELLpNEQU�T_EE - ----__-___ __r ___ per plans and specifications and shall be fabricated with waterproof 5 All connection plates shall develop the full stress in member with a I. Detailing, fabrication and erection shall conform to the Steel O x Wee ) gftT glues, minimum transfer at any member of 2000 lbs. and minimum size of Construction Manual of AISC. SHEET NO. 3, Erection of members shall conform to AITC specifications No. 105-65. 2. All steel to be ��36 except as noted. 04x� W� - 4• Camber beams to true Innes under 1 .50 times dead load deflection plates of 3" x 5". P except as otherwise shown. 6. The truss manufacturer shall submit certificates from an independent 3• All welds to be made by Certified Welders to AWS Standards with ---- - --- - -- --------- testing company that all trusses delivered to job site conform to E70XX electrodes. (E� '5- 2,.co 5. Certificates of inspection "I and -12 from A ITC or an independent 4. Bolts to be A307. Provide standard plate washers under all bolt heads `-- `-� ` - - - - �"-`- - S1 - - leafing laboratory will be required. approved shop drawings. Cost of all test certificates shall be borne by - ____-_ � --- - -- the truss manufacturer. and nuts in contact with wood. - 6, Al lumber species and grades to be as follows: .42 7. Connect all trusses to supporting members with I -Simpson H2.5 5. All structura! tubing to be ASTM A500 Grade B fy - 46 ksi, -2 K 4 STuG�h a, Joists, beams and stringers................................Douglas Fir connection and 3-1Od toe nails unless otherwise shown 6• Do not oversize drilled or punched holes with burning torch. '- 6" nom. & greater beams & stringers...........Douglas Fir "1 -- b. 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N.ii41, , r,'r'� �'L.Y�-.1 D �-ry-'- xj 4_ ,L1 Elie-S EE r.1 ti-1 C A 1w + ,JA_ T 1 USHEET a TtiF''� KEtV Ja,�,��; la, F t.A lel EAG r E w I �J 1. ,o S?a L-rsiS6 17,700 Ela, 11PPE R 1:01YIES FR 24 OF 31 TV lisp IT 000I ,. � � R , r 1 .;,'- x-a. ...... s,t.a...-vk1M .yc.--.-......... :.. ..wan.., .,..w..w.ww�w;........w.+fAirl..mtlPrF-MMur,rrT.r..r.rwner,.ni-a.riaw..,.' w.w...rv.+wMw.++P•M1 •7+'Y.rM' - d•MM0.��^'MSM►va►M*` .ro .,vr, ..,..,,.,1.yy,,;gM"? 1 IF' THIS DOCUMENT IS LESS -Tplip 111 �111 III Illilllflll 111 III Illlllf (ITIT-lr 1-j rrip[r 1111111 1111111 (IIITIf1II III III III 111 III SII III III III IIIA I IJill II ' 1111111 1111111 , IIIIII III III VIII I ' � , LEGIBLE `THAN 'PHIS NOTATION, I 1 1 1, I ,3 4 � J I 6 7 I 8 I � 1� I 11 l� APRIL- C�3 � 9�4 1_____1 ______I__- _\_ �__ _� 1 IT IS DUE It) THF QUALITY OF No.38 �- THE ORIGINAL DOCUMENT. - -.----- --- oe E �Z 8Z LZ 19Z 9Z 6Z EZ Z TZ OZ 6I 8l L1 9T 5X ibt Ei I Zi TtIIT 6 T I IL I 9 I 4 6 E Z �T�itl13Nl IIII IIII�IIIIIIIII�IIII IIII IIII VIII III IIII IIII IIIItill IIII IIII IIII IIII IIII III. IIII�IIIIIIIII IIII IIII IIII IIII IIII IIII�IIII IIIIII Ifll IIII IIII IIII Illlllill Illl�llll Illlllill ,l ll.11ll llll�lllllllll 11111111 ill ll II Illlllll�IIII IIII IIIIIWII �vT�TT I n �, ccvRyvp!� F!�'T!:RPR'.SES tiF;('TION Or0U0 - GENERAL. AND SPECIAL CONDITIONS DIVISION S1 ON 1 - GENERAL REQU1 REMENTS la ) . Physical Charac•te•rlstics : Size, Shape•, and DATE HRS. Su£!?WOOD !N!� ADDIT!OK __._ ____ detailed Instructions for whirl; ser},les are re utrt;d JOB NO 8939 i q 01000-01 GENERAL CONDITIONS are noted in specification st•ctinns relating t.a .r:•'~ 7­ 4 jLNDEX TO SPECIFICATIONS INSURANCE: ma[erlal6A. STANDARDARD FORM ,�, K General !)ncument5 1 • Vic•:,r: .p! (h) C(u•rert !nn of Work Arrhl t c•ct will r,,n}nptare Mork w i t t: approved samplNa and i f, i n the Arch! DIVISION 1 GENERAL. REQUIRE "The General Conditions of lite t;ontrar.t for Construction, " 4 A. I .A. Document A201 , 1987 Edition, are hereby made a pay v . Contractor shall submit a Certificate of tort ' s opinion. the product is not as good as the �a ;f F.�•. 01000 Genera! and Spe, :al Requ!rements of these Specifications . The C',ntractor• shall read and be Instivanre to the Architect prior to collstfur sampJes , corrections shall be made per- Genera! V 01100 Summary of the Work governed by them. tion :;tart itisur'unce carrier shall carry ;in Conditions, Article 12 01200 SampJes and Shop Drawings a' rating, tine] shall hr aecrptablc• to rhr OWu�:t N. Shop Urawings, & Equipment Submittal Procedures : w1`�'1'Y'' - 0:300 Temporary Facilities :,pd tender .1 01400 Cleaning Up 01000 02 SPECIAL, CONDITIONS 0:500 Project Closeout F'remiseti Operatlor►s T!re following listint! of situp drawings arid equipment items :ih.tl ! be submitted by soh-contractor for checking � 1', A. WORDING OF THESE' SPEC'FICAT]::NS Ir,de)pr.ndcnt t•unU•rrc tog's I'rotrr•t ivr pertinent data and indicating the name of DIVISION 2 SITE WORK g; project , sup- 7tiese Specifications are abbrec•,.ited or "streamlined" type 4 . Produ : s and completed operations plier• oral manufacturer. Shap drawings shall be drawn to and fspecifically relate to h'_s pro,;ect and shah' show ell frequently include. incomplete s• ritences. Words such as 020!0 General Site Work Requirements ..shall , " "shall be, " "the Contractor shall " and similar masa- 5. Owned, non-owned arid hired motor, vel,icIes ' ine,n.t relat !onshlps of items to the place In which each +� 02!30 Clearing and Grubbing; tory phrases shall be supplied by inference in the same man- is to be installed Bind and Index al ! Suhmittris for• 022'.0 Site C:radinl,. ner as they are in a note on the Drawings. The contractor G. Broad Corm coverage for manufactured equ.-pment and hardware items ",to brochure property damage •i 02220 Excavating and Backf! ! '- ir,g; shall provide all items and shall perform all operations forrr. . • A 02230 Dewatering; IJsted, and shall furnish all labor, materials, equipment . 7. Worker 's compensation - Statutory = 02260 Sn: : Con:puctior: Cor.trol service, and incidentals required for their completion. Employer's liability - $]OO,000 !?'\,1W11'GS AND ' 1ST'$ REQL'IRE'J n26'.0 Asp',a!t Cnncrete Paving 16 Iq R. SUBCONTRACTS 8. Comprehensive General liability M!scellaneous Met ,:Js and Structur•a'. Stee'. Folding Partitions O DIVi_!CN 3 THRU DIVISION 6 Guilt-lip Roofing ',pecifications interior Wood Doorsin 0 Divislc,n of these Specifications into trade headings conforms a. Bodily injury - $500,000 each person; Glue Laminated Members Knock-down Metal Door m 1 (SEE GENERAL NOTES IN ADDITION TO !TEMS SPECIFIED HEREIN) roughly to customary prackiee. They are used for convenience $1 .000,000 each occurrence. Reinforcing? Steel Frames only. The Architect is bound to define the limits of any Wood Trusses Prefabricated Plastic DIVISION 3 - CONCRETE subcontract and will not enter into disputes between the ►� Personal injury - $500,000 each person; Finish Hirdware :aminate Casework Contrarior and his eclnlogees. includingsubcontractors. } g; $I ,000,000 ag;regate; $1 ,000,000 general Roof' Access Hatch Toilet Compartments aggregate. Hollow Metal Doors lf; I-rame�. Toilet Accessories 03010 'onret e 03100 �oiic•rete Sidewalks and Cnrbs 03400 Extruded Concrete Cur CNL. 8. R C. . c'• Property damage - $100,000 each person; In addition to drawings and items list.' above, see sections "' ` OF SPECIFII'f ITEMS REQUIRED $200,000 each occurrence; $200,000 aggregate. in Divisions 2 thru 14 , for additional drawings and lists required for Wherever in these speLifications an article, device, or piece Architect 's "Shop Drawings" approval . DIVISION 4 - MASONRY of equipment is referred to in the singular number, such ref- erence shall incJudc• as many such articles as are shown on �• Automotive Liability (NONF THIS SPECIFICATION) the Drawings or required to complete the installation. Satisfactory shop drawings and equipment brochures Bodily injury - $500,000 each person; w! 1! be identified by Architect and two copies returned DIVISION 5 METALS $1 ,000,000 each occurrence. to Contractor . _.� D. PRION US*-' OR OCCUPANCY 05100 Structural and Miscellaneous Metnls h. Property damage - $100,000 each occurrence. 2. One copy of unsatisfactory shop drawings and The Owner reserves the right to use oi- occupy the building, brochures will be so identified arid returned to or any part thereof, or to use equip,. l•rrt installed under the Contractor for resubmittal . Only correct and Architect DIVISION 6 - CARPENTRY Contract prior to final acceptance . Such use or occupancy 10. Independent Contractor's •- Same limits as above. approved copies shall be on the project . 0 shall not c•nistitute acceptance of the work or any part there- 06!no here-06100 Rough Carpentry of . 11 . Products and Completed Operations - same limits as 3. Approval of shop drawings and equipment brochures (f� �..� 06200 Wood Siding and Trir above to one ( 1 ) year, commencing with issuance of by Architect is general arid does not relieve Contractor W 0 finial certificate for payment . of responsibility for accuracy, dimensions, proper fitting C[ E . STANDARDSPECIFICATIONS of work furnishing of mateter•ials or labor required by 12. Contractual Liability - Same limits as above. Contractor and not shown on shop drawings or equipment C) >- 97120 7 MOISTURE PROTECTION Keference herein to specifications issued h�• the above names brochures shall not be contrued as approved to dPp..rt. � CL or other organizations shall mean the latest e,fitions of said from Contract requirements . CL < 07120 Damproo! ing; specifications, unless noted otherwise. L. REGULAR ARCHITECT SITE VISITS 07192 Pre-Formed Vapor Retarder W LL 0 07210 Flexible Blanket Insulation 07510 Built-I' Bituminous Roofing ( SECTION 01300-TEMPORARY FACILITIES Thc. Architect will perform a regular monthly visit . W p g r U1VI:�IO� �l'!cIRF;RING This visit will occur during one of the last three (3) 07610 Sheet Roofing working; days of the month. The 0 07620 Sheet Metal Work � S purpose of this visit 01300-01 TEMPORARY STRUCTURES W Numbering and letteringof divisions in these Specifications Will be to review the sttite of the construction and 0 07720 Roof Access are merely for identification arid may not be consecutive, tilt: perretitage of work completed. 07920 Caulking and Sealants Divisions included are listed in the Table of Contents. Contractor shall provide temporary structures as required for Z 0 Q The Contractor shall check his copies of the Specifications his work. Field office building shall be provided. 0 Cn DIVISION 8 DOORS, WINDOWS, A.ND GLASS with th,• index to be sure they are complete . M. EN'GINEER'S REGULAR INSPECTIONS Q :�E 0 r- cD 98110 Hollow Mi-t a l Doors & Hollow Niel a l Frames The Engineer will perforin onc• or more regular i aspect i un; 01300-02 TEMPORARY WATER SUPPLY >.. 0 Lu . g1 08120 Knock- Down Metal DoorFGSPECIAL. INSPECTIONS S duringthe course of construction, ' The Contractor shall Contrr,ctor shall arras •e for and 38200 !nter!or hood Doors notify the Architect trod the Engineer when work has E' pay for all temporary water The contractor will . at his own expense, employ a qualified F t supply used during construction. Drinking Nater shall be provides! from proven 08350 Folding Part ions sufficiently progressed to the inspection point . Thr_ W rr testing; laboratory approved by the city in which work is to safe source for- all those connected with the work. 't84U0 Aluminum Doors and Storefront System first inspection shall occur prior to roofing but. after be done, to Inspect and test tit(' placement of structural all diaphragm and shear wt311 naiJinl, has been finished. 08530 Alcnrlr,um Windows steel , structural concrete. reinforcing steel and welding;. , ' ! 0°700 Finish Hardware Tetit results will he at the Contractor' s field office Cor 01300-03 TEMPORARY LIGHT AND POWER W 0881!` Glass & G:azir:g: inspection. 0882!1 Mirrors N. SUIT, ENGINEER'S REGULAR INSPECTIONS liE!ht and Power - Energy costs for, temporary light and power ' As required if Sells report is provided. .;il1 be paid for by the Contractor. v, DIVISION 9 F!NISHES H. ABUTTING PROPERTY, ETC , 0. CHANGE ORDERS 02300 04 TEMPORARY HEAT & VENTILATION Gypsum Drywall1 . TheContt•tlrtar shrill he responsible for adjoining 09270 Gypsum Dryw,:! ! F E n!s!:lr.r: 093U0 ceram!r. Tilt, property, both private and public, as they may be 1 . Procedure: change ardr.r requests by the General 09500 Acoustica'. Ce ling Systeme effected by the work ut,dr•r this contract • Contractor shall be made_ in writing to the ArchitectTemporary heat and ventilation she 11 be provided as required 09650 Resilient Flooring; • Oral change orders that affert the Contract remount and paid for by Contractor. Furnish heat as required to dry out building; and 09800 Carpet I 2. The Contractot• stall pet•fur•m •tll Work required to main- will not be binding on either party. The Architect work from dampness and cold. trti:► at restore file adjoining property, both prlvater - will respond to the request in writing. Approval by 09900 Painting, � and public , iror to the rondltion prevailing at the , start of his n operations. phone mai be accepted if followed b) written ap 01300-05 TEMPORATY TOILET FACILITY proval . AIA form G701 is the only acceptable means DIVISION' 10 SPECIALTIES of changing Contract arrotrnt. . Owner-initiated change Temporaty toilet facilities shall be provided fol- all those I . PROTECTIVE ITEMS order requests will be transmitted to the Contractor connected with the work. Keep in sanitary condition. 101515 Toilet Compartmentin writing; by the Architect . All change order re- 01300-06 JOA TELEPHONE '.0800 Toilet Acressorie:_ r}uests for prir.ing? and approval shall be dune in tt -� I . Provide and maintain all temporary ] loins of protection such as barricades, timely manner by both parties . � walkways , fences, handrails and Jab telephone shall be provided: a non-coin-box type connected DIVISION 71 EQUIPMENTsimilar items required hN' the state and municipal to local exchange. 2. overhead and Profit - Charg;eti for overhr.ad shall be � \t>�E TH!:; S1'F:C!YICATION) authorities and insurance under. Nriters. and as all- proved limited to ten percent ( 10�,) of Contractor's cost on proved by Arr•hitt-pct , to proter.t pe.r•sunnel and the order•:•,. Profit shall he limited to five percent (5%) SECTION 01400 - CLEANING UP DIVISION 12 FURNISHINGS general public from injury. All protective Items o. contractor's cost on all change orders , cc Lite abF;ence of which the Owner might he liable 12310 Pt•efabt•!r.atPd Plastic Laminate Casework shal l he provided for by the General Contractor, who 01400-01 GENERAL -- shall assume all responsibility for same . � T ,. P. APPL.CA. I ON FOR PAYMENT The General Contractor shall he responsible for the The Contractor at all times shall keep the premises free from DIVISION 1St SPECIAL. CONSTRUCTION Billings for nark performed hasrd un percentage of tom accumulation of waste materials or rubbish caused tihis operation . At the proper )untecLiun of the building af'ain-,t the ele- pletion shall bit submitted to the Architect for review i p No. �, r, � r ments and from intrusion, he shall provide temporary and approval prior to or oil the last working, day of the completing, of the work, he shall remove all his tools • construction equipment , NOM i �. L. !riCAT'ON) rrnclosurrs to opu :pings with doors sod hardware as machinery and surplus material , and leave the work "broom clean" or it 's month in which the work is performed. Payment requests required, or as directed . q pt a ulvalent , exce otherwise specified. After all trades have completed work r submitted after• tills time will be considered in the next, and just before occupancy, the contractor shall vacuum clean interior of the DIVISION 14 CONVEYING SYSTEMS payment. period. All material must he installed or stored building;, including heating and ventilation ducts, hand dust and clean fixtures Provide and maintain all necessary temporary roadways on-site to bm considered for payment . Payment requests and cabinets, clean finished floors, hardware and. doors and wash mirrors . (n (NONE THIS SPECIFICAT1ONti ; and walks its required to serve the construction shall be submitted an AIA forms G702 and 6703. G W operations and the public. . Oi� DIVISION 15 Mf;CHAI1'ICAI. 00 ! SECTION 0!500 - PROJECT CLOSE OUT � U 0 SECTION 01100 SUMMARY OF THE WORK � = O tl I1DER DF',1 CNEI)) l . 1+IND DAMAGE PREVENTION U � DIVISICN 16 E:LECTRICAI. 1 . At all times during; the construction and erection of - 01500-01 RL:QUIRF.D DOCUMENTS = 0 O t he project and its component 01100 O] ' THE WORK: V) � C �-- I j p parts. prior to the A . Witiuput relteV!ng; the Colltt•ilctol' from stipulated require-- (HIDDER 11l:SiGNE^; completion of the structural frame of the project and/or the {placement and permanent connection of the The work comprises the completed constru� tJnn required by meats noted elsewhere in Contract Documents, the following is .1 list of END OF SPECIFICATIONS component members to the structural frame, the the Contract Documents and Includes all labor necessaryto required documents to be delivere(l to Architects off ice accompanied by a produce such Contractor,Contractor, shall provide, instal] and maintain prop- construction, and all materials and equipment incorporated or, to be ]ricer signed letter of transmittal crly designed and constructed temporary bracing and pnr•ated in such construction except indicated by owner (B.(). ) , or N. I .r . anchor,inge of adequate strength to prevent dissloca- (not in contract 9. AS-BUILT RECORDS are exr 1 tided. SHEET NO. tiara, distorting;, r.racking;, falling oii , or any "I other damage to the project and Its component parts 1 . Documents as listed below shall be maintained iu the due to witid forces as required by code and as design- field office building: ed for by til(! Arr,hitert/Designer for the complete a. Drawings _ structure. SECTION 01200 SAMPLES 8 SHOP DRAWINGS h. Specifications —_ r. Addetldtr '— Without additional cost to the owner, the Contractor, 17 spi 01200-01 d. Approved Shop Drawings :;!:�!:!:1( shall , at Itis own expense, replace or repair•• as e. Change Orders direrted, any portions of the pro• :�ct and its ram f . Field Orders ponent parts damaged due to lack of each bracing and a Samples: g. OtherContract Modifications anchorage. 9. Other approved documents submitted by the L :'ic.r SIS) UPPER L(C]tthdE.::p F�F�Y' Provide samples as !rid!crit ed below and as required Contractor in compliance with various sections of !r: speciflcr.ttor, section. the Specifications . Im �. ..-,.._ ,_: ....�ystr(A.arA►MMK+w,r+Mt�..,..,... _ •- .IMS' �: ARa!°a'r�."' z '"aRe�W. ...d°.ars „q„p;.,. e, a n .:R,,,,,,,,,r � .. ., ,_ wrxM.�w+rN:•m+•eq�A�Nvy-.c,ie�,.rwr+•.+fy. xnn ac - - _ :�tcw�!�RhNF,w'Rpn.,, _. ...___.. _._....._. . _--._-.__ _ IF THIS DOCUMENT IS 1,)J.�S T ... . ,. .... . ... . .. :�,, - W N rr!rlrtili(lll il � lil � ilk � I � � I � � I � � I �lil( rJ]rrlrIf��l FJTf[[Tllilllll illlilil(IIJrJr1�i � I � � i � � ! � � I � I � I � � I � � I � � I � � I � it APT y�3 99 LEGIBI,E THAN THIS NOTATION, 11 2 3 4 I 5 6 7 S 9 10 11 1Z i IT I S DUE "0 THE ' ®•�� ! QUAI,II'Y OF No.Js � THE ORTG i NAL DOCUMENT. -- - --- --� ..-- r- -- -- - -- -- - — Z 19Z LT, 9Z Z t•Z SZ Z iZ OZ 6i SL Lt 9t 9t t t Ei Zi iT i �L 9 4 ib £ Z TI II 1 �III� I IIIIIIII IIIIIIII Il�lllllllll�lill IIII�I!II IIIIIIII! !III ILII IIIIIiI� IIIIIIII ILII ii, I!I1�IIIIII«1llll111111W11 �l�l!II!l�ll�il�u�.���iiili�u�iui �1►I III<<<lil ill] ILII 1111 will �II►l�illllilll II, J�IIIII III iii !►IIIII►I lilllllll 111111 ILII.! I 2 . Identify as "Project Record Co DI Vi SI ON 2 - SI TE WORK , 9. Where other Sections of the specificatinns require ATE MRS. 1500-U1 cont. y j - Copy" one set of each --- - a Rough Grading, Outside building Areas : At area: requiring of the above documents. fill , place fill material in lifts not to exceed 6'' depth and • orrpact each P 1 and meet: shell be to ents o dStan and compaction to stated percentage , roan ' S lift to 95% of maximum density obtainable. Rough grade to a sut�t lade• level obtulrrPd at optimum moisture coil and Meet the rt•quirementa of Standard 3 . Maintain the documents in good condition, available BROADSCOPF: SE( TION 02010 GENERAL. SiTE WORK RrQUIREKFNTS 8" below pavement top at are,!s to receive asphalt paving and 4" bt• iow concrete Proctor Compaction Test or ASTM 0698-036T or AASHO T99 57 • at all times for, inspection by the Architect . Do not use ti at areas to "ec.eive con ; te paving. Rough b � �• �j p N F >; grade all other areas roc uir for construct inn purpcsu., i�vep documents current , not 0201G _01 ;!.RAI. ing grading to finish grade . Tolerance in this ; Tests to determine fulfillment of rcnec:!fed earth com ac g grading work is plus or minus ► p ,_ •). �.� concealing any work until tine information has been0. 1 if a foot . tion: requirements will be made by Art:h/sect as deemed necessary. Cos! of recorded. A. Requirements of regulatory agencies : of tests will be paid by Ouner when test meets sper:ficatloris and by the Contractor for, each test. whict: does not meet specifications `K L, 4 . Reccrd on the most a ru riate document : . Permits , + T r pP p . , Fcrm.ts , fees and notices: See General Cond.tions, SECTION' 02220 - EXCAVATION 8 BACKFILLING .. Art . 3 7 . D. Footing excavations mads, h)' machine to !uvel of bottom of foot In s shat ! be compacted with minimum of four l4) pnsEes of !land a. a.+gtii.r aeant changes made. during the construe- g P Design conditions: Where work is required on public 02220 01 EXCAVATING operates vibrating, plate compactor Performance equal to Jackson !!ode! rnmpac � r•'q �� right-of-way per requirements of governmental body tot . (Where footing excavations art- made. by hand with shovel for last 6" /��?y 14 b. Significant detail not shown in the original having jurlsdic•'. lon, but speclfic, -is per Sertiar,s in 1. Ser' : ey :remeats of Section 02Q10, Genera.' Site Norl, depth. no compactor, work on soh gfradc ;s required. ) Contract Oocumcnts . in Divis!on 2 are not prohibited by government authority R-oquirements C . The location of underground utilities and , , . T SECT!ON` 02P.t0 - ASPHALTIC CONCRETE PAVING .t. Design rng;lneer;a g .and construction methods for cion t B. .hr Rork of this Section shall include all exca�atian, -'- appurtenances referenced to permanent surface work operations, temporary bracing. 'shoring. underpitin!ng, sheeting, etc . , backfilling; and finish giieding; required in the construction of the building 02610-01 GENERAL cunditions . are responsihility of Contractor. When Contractor deems any such work beyond and surrounding appurtenances , except excavation required for installation his capability Contractor she! ', retain, a' h;s own expense, the services of a of mechanical and eiectrica! wort:. A ! the p d. The location of internal utilities and appur- qualified so! '.s -nnsuItai:t to advise Contractor on all co►,struction techniques construction Septic! This section on cave�s the work necessary far c const:•urt.or, of new asphalt concrete driveways and parking areas . tenances concealed in building structures, referenced � Yt involved In the work, including design:, checking and approval of temporary C . In the event that the underlying; soil conditions are lot to visible and accessible features of the structure. bracing, .ihc►ring., :Inderpinning;, arid other- items pertinent to the work , rand on adequate for hearing, the Contractor shall notif • the Architect Immediatel • i . , l ►,• ! r � � A 1 1 A. materials s. til . ar furnished and placed in P Such other- as built- information as directedconstruction methods for solution of problems which may be encountered during prior to any action being taken. After field examination by the Arc•hitec•t , conformance wlth the 'Standard Specifi .ation for Road ; . execution of the work. Soils consultant s!,al ! be primar•! ly concerned with subsequent testing may be ordered. Additional labor and material required l `fridge, and Municipal Construction" a.; prepared .,�by the CO W C ronstrurtion methods which will prevent settlement and o:• damage to such io achieve adequate bearing shall be performed by the Contractor• at the' Oregon State Department of Transporl.ation and the 5.. M f, Submit ,all project record documents to the Architect surroundini; struc•turvs at; sidewalks, roads, utilities , and embankments all Contractor's expense . The Contract or, shall be consulted to determine the after coml,letion of the work, prior to, nr aloe with the : .• � , resolving Public Works Association. Latest edition. � � . e g Owner 's property and on property ndjoiling site o. the work . must cost effective melhod of rsolving the problem, eef final request for payment . V. 02610-02 PRODUCTS 11611 4 C. The following appl\• to !)e•molit.ion and are general : n D. Shore and brace excat,tions where necessary to prevent C . INSTRUCTiON AND MANUALS nnture. All existing underground utilities to be abandoned are to be capped cave-ins, and in accordance with all safety taws and Codes. A. Crushed Surfacing: and• or removed to the property lines . Verify with local utility companies as !Yainteuance• manuals, in triplicate, shall be g)repart,rl to location, and for instructions . Coordinate with local serving utilities . E. TESTS, INSPECTIONS AND SUPERVISION ] . (-rushed Surfacing, Base (;oural,: 6" of ]- ] 12" minus h% lite Cuntrr,ctor , in accord,anr.e with the detailed requiro + rnsht•d rock. U. work doral, under this Section of these- Specifications 1 . A! ! testing as required in these Specifications of !)ivis]otas fifteen +arid Sisleen. Bind using; hard shall include t}►e placement and compaction of fill material , control and • shall he performed h reco need professional testis r board rovers The front of each volume shall be impriott"4 r 1 p ,a y y g„.•.; ` C with the name of the Project , Owner, Architect , Ent;ine•e•r . Inspection of compaction ( Inspection b� Sails Engineer and Testing. Lab) and .a.,uratur) apra�rri say the Arc•h.ter.t . Crushed 5urfac•ing, Top Course: C:•ushed aggregate SIIbCOn1Ci:CLar and date , alI subsidiary work necessary to complete the grading to conform with litres , fir, the sol) course or,shell meet the requirements of 3, 4' :sinus crushed ruck or, crushed gravel )f Section 9 X3 . 9 ' grades and slopes as shown in the Drawings . 2 . Genera! Contractor shall '_ay out till ! !nP5 and (3 ) of the Standard Specification, thickness of 2 inches. rr f !evels. Make every effort to preserve s! ;akvs . 2. instructions in the operation and ordinary main- tenance of systems and 'or equipment Installed shalt br: E . Protect any structures as designated Keep active utilities intact and in cont .nuoustoperation. Observe and comply with 3. General Contractor shall give the Work tits B. Asphalt Concrete: provider) to t;te owner or his representatives. Notify the , E g personal loca..ordinanres a. regulations relations to at•e prevention, noise, supervision. In his absence, he shat ] leave a rospic,- Asphalt concrete shall be Class "B" as shown in the Architect of the date and pinev where such Iris truc.tions street maintenance turd dust abatement . sible representative in charge who shrill have the i < : , tr t arer to be p,iver,• along; with the names of Contractor's rind p 1' p.; ns , conforming to the applicable sections of he. authority to receive and execute orders from the Standard Specifirat4ons, thickness of 2 inches . Owner' s representatives participating;. fu ' F . Carefully mu.ntain benchmark 's monuments and other' Architect it tits representative. D. Guarantee reference points. If disturbed or destroyed, replare as directed. Z C Asphalt Cement : •guarantee I . LAYOI'T 1 . Asphalt cement .•hall he AR-4000 grade paving 0 1 . The Contractor shall provide a written G. The Cor.Lractur shat! verify locations of e!1 existinc. 1 g utilities prior, to beginning any work. Ccntractur is responsible for ^epair 1 . !layout a1' a] 1 work under this Sertion shall be asphalt conforming to AASNTOM 226, Table ! 1 ! . against all defects in materials or workmanship of all co < trades under the Contract . This guarantee shall be for +, or replacement of utilities trod property damaged b5' broke:: pipes , wire,re, etc. made b� a licensed Surveyor acceptable to Architect . '). Asphalt Tack Cost : vJ O entail of twelve 12 ) mrntiis, nn.less noted to be longer , � �- p 1 2 . Maintain all bench marks, control monuments anda or- for- stir period stipulated in the various treade sped- Asphalt to be used as a tack coo.,. shall be emulsl (� stakes , whether newly established by Surveyor or pre- fled asphalt type SS 1 or SS'_h conforming to ASTM D 997 fications for periods longer than twelve ( 12) months. viously existing. Protect from damage and dislocation. >- This period s!;r:ll commence cis stated h rein upon Sub- SECTION 02130 - CLEARING 6 GRUBBING € E o. ASTM 2397. stantaal Completion, t•. � ; f�►erPRcar,' to riigtn►•f oxig, inb bt•:irh w;8rk5 . :'"-est ati0- < - in a safe place• F Weed Kille- : z 02130 01 GENERAL Munihor Chlorate. W � 2 . The Contractor shall obtain from his subcontractors 3. If any discrepancies are found by Surveyor between. and s!i;:!! deliver to the Owner in smiting; all individur:', 11 See Sect .on 02010. Generl S.:e Work Req-.Arements. the Drawings a::d actual conditions at the: site, W trade bands, werrun!Jes or g.;:a: :antees specified under tlir• Architect reserves the right to make such minor adjust Z Z CO rr 02610--03 EXECUTION various trade sections of the Specification . merits in work specified as necessary to accomplish the Z 0 02130-02 CLEARING intent of the Contract Documents, without increased cost W �'� 3. Suppleme%tl.ng the above, the guarantee and warranty to the Owner. A. inspection: 0 perind for rnerhanical and electrical equipment or any A Clear site of brush, shrubs , rubbish, and debris . Z � C � Disler mrc•hr:alcr.l contrivance shall commence from the, date 1 . Ex;:mine soh- grade surfaces scheduled to receive < n � tht? equipment. !s first placed in continued service. Ir: 3. At open. fields, veg;etr.tior, standing higher than 4" above 02220-02 EXCAVATING asphaltic concrete paving; for conditions that will Q adversely affect the execution , quality , asci performance no cr.tm.c shall t!,e guarantee pt-riud start date prer.eed thv * t:� existing ground shall be nowed as close to the g.r•uund as possible or, � O W (� delle o ti::!,s: .:rtl,:l Completion. Mech;:r,ical and%or' eler 'ri when ermitted b • air pollution control autho tt •, burred off. Mowed nC work. So have not. start. work tint! ! unsatisfactory a_ '- F p � P 5 A. Exr•;:v:-rte for footings, foundation walls, etc. , to � � F- r-PI crruil,rnrnt plitfod into se'r'vice. for the benefit of t.hr ,,:+ter±al shall be hauled off the site. l condi+ ions have been correc ted . Cc a- _ sizes and e�tls shown or, drawings. An unnoted footing or foundation depth General Curttrrtc:tor shall not constitute coontinued service . shall be judged to be same as depth noted for nearest footing or foundation f:. S:;b-grade: � D As it condition to formal acceptance by the Moiler, the' within same category arid function . The final 6" of footing excavations to General Contractor, at his expense, must place same it'. 02130- 03 GRUBBING ,accomplished either by hand or by machine if compacted per Section 02260, T de „ uW first class opt:ratiiii; condition as if it had nut been he sub-grashall be constrcted .n accordance LL used. The date of continued service will be determined A, Remove all stumps and routs larger: than ] - 1,'2" in , r ^l with Section 0221 of the "Site Grading" specification; ' 1 ' P- B. Rcmcpl•e unclass] . ted o. uncnmpaeted materit,. uncovered as modified and supplemented hrrt•in. W C!) from lease periods set forth ill the lease agreements for diameter which occur within the following;. during footing excavations . Place and compact structural fill or, h;,nkrun Lite building. sand as required to maintain footing depth as called for 'r. till, Orawings . 2 Compact the sub grade to 95 percent of maximum 1 Areas to be occupied by building;, walks, and The Contractor shall be involved to determine the Most cost effrctive• ^,r•thod density as dl,ti-rmined by AASHTO T 99, Method A. _ 4 . Should any defects develop in contract work within paving, and also areas which occurwithin ten ft'et of resolving; the problem. Accomplish supplementary compaction where required with CD specified periods due to dr.fects in materials and,,or• of building areas, approved mechanical vibrating* or power tampers . workmanship 0!xclus.ive of damage due to the Owner's im Should water enter the excavation, it shall be removed proper- maintenance or operation) , the Contractor shall 2. Areas other than "A" ,:hove whirr stumps and roots !n an approved mariner by the Contractor at his expen:.te. Material in the 3. Sub-grade within the limits of trenches constructed make repairs and )errform all necessary work to correct are less than 12" below finished grade bottom of trenches which has softened by s,rc:h water shall be removed as t t ns� , F [ Y :,oder this contract shall be co rutted in accordance defective work, as approved by the Architect . The Con B. Stumps and roots need not he removed in fill areas outractordirected by the Soils Et:gineer at. the expense of the Contractor. with Section "Site-Grading" of these specifications , shall e:rCrne'tsuch repairs and corrective work tractor Elva (5) days after written notice to Contractor side of building areas where fill is required to be more than four feet deep Apply weed killer per manufacturers recommendations to all arl,as to receive asphalt paving. by the Owner, and the Contractor shall bear all costs in over, existing grade. 02220 03 BACKFILLING connection therewith. The Owner will give notice of C . Crushed Ag;greg•;rte : observed defects with reasonable promptness. A. Accidental over excavation for footings to be back- 02230-04 DISPOSAL filled with i-1/2" minus crushed rock Compact. backfilled per Paragraph ] . Bast, course and top course shall be placed under• all 5. Should any defects develc,p in the contract work that. 02260-01-D. !)nven,enr to be Constructed and replar.ed. constitutes tin emergency, the Contractor- shall visit the Gather up al] brush, stumps, wand, and other refuse and site within twenty-four (24 ) hours of notification by remove ftorr the site. H. Interior Undrrslrih Fill and Foundation Backfill : Backfill 2 Base course rock shall be conditioned and compacted tlA owr�r of the deficiency and begit, emergency repairs withi:+ against Interior face of foundation walls and fill under, interior on-grade gravel sub-grade to thickness specified. Z that period. The Owner shall promptly notify the Contractor SECTION 02210 - SITE GRADING concrete slabs from compacted sub-grade to level required for bottom of 0 and shall take available measures to minimize any damage to concrete slab with a minimum 6" deep fill of 1 - 1 2" minus washed gravel 3. Place top course on previously preparl,d base course 9) the bur Iding; and contents. The Contractor shall bear the 02210-01 GENERAL r (pebble stories ) or w,ashf,d pea gravel . to thickness specified on the dr nwin p s and as specified W cost of any damages to the building and contents . 'n Section► 4-04 of the Standard Specifications . •a See requirements of Section 02010, General Site Work C . Foundation Hackfill : After completion and final insper- Ix G. tri case Contractor fails to do work so ordered, the Requirements , tion of a) ] specified still grade damproofing and sub-grade work, remove all D. Tark Coat : Owner may have wort: dune by others, and thtr Owner may q�.• debris , forms , organic matter. etc. , and bnckfill against exterior, side of charge the cost thereof against monies retained puruant to g', The work of this tier t ;on requires the stri,,ping and rot,nc±.,tion walls. Provide filter material at locations indicated to receive The Tack cast shall be applied in conformance with tt,v Contract . '!' said retained mor,:co-: are insufficient to sub drainage systems . Backfill with subsoil at other locations . Place in 6" t •• ' � e .r. � � p � � disposal of �•t•Fet,^.hati and rough grading of the situ, all within the "grading; la ars and mactiint� tamp to ()0%. the Standard Specification, Section 5.04 . pry such cos„ or no money is av : lable, the Contractor limits" y p arid his survl:le;, shall pity Owner' tint, entire balance of °. .Asphalt Concrete: cost of such work. 7. Trench 9ar.kfill : 4ackfi,' .' ing; of trenches or ditches mads• by Mechanical or Electrical Contractors will be by Contractors making the 02210 02 STRIPPING 1 . The asphalt concrete pavement shall be mixed. hauled. 7. During; the guarantee period. the Contractor :~hull trench or ditch. Backfill trenches with same material ( !f suitable) as !)laced, compacted, and finished in conformance with the assign a person and an alternate person. to administ.crr tht Stripping Vegetation: material adjacent at the same elevation:. Place in 6" Inyers and machine tamp Standard Specification, Section 5. 09 . t Cl) g,uarantvv. The Contractor shall provide and keep current to 95% compaction for interior tinder' slab areas acid 90% compacting for ill ! C a list ca! names , addresses and telephone numbers of the I . Strip vegetation to completely remove It from all other +areas. Final responsibility for this work rests will] "General" F. Pavement Striping: j� Q � administrators, where they run he reached during and after' Contractor. �:. co areas of site. � business hours . 1 The Contractor prior, to striping, shall ensure areas L . .xtcrior lJnderslah )'t 1 I : i�ht re rocotic <) h luNnes ; of2 Strip vegE•tatiun from ►meas requiring; cut , and 1 � to be painted are free ofdirt , grease, tar, _atid ,orCOMPLIAN'CE WITH REQUIREMENTS O1. GOVERNING AUTHURiTIES existing grade, fill under exterior concrete pavement slabs and walks will, F addition, strip vegetation at fill areas to lovel which nreign materials. C')is n minimum if 12" helots finish grade, so that no clean earth subsoils, except where draiving;s show 1:ravel fill . Compact cart!,1 . Cnrtiffrrates of inspections : !Mecharticr:] sand Elet vegetation occurs in top foot of cut and fill . fill ti 95`1 ct)mpartion per Section 0?.2G0. Slogpe off sides of fill to adjacent2 . Parking stall and vehicle movement stripe shall Q O O tilts! , subg.rade at m;:ximurn of 30 depree�s and c.ornpart slopes same as under s)nbs , consist of a solid line of flat white traffic• paint t �j ~ H Topsoil : inches in width and shall tint vt.ry more than plus or ? . t:^rtificstN of Occupancy. SECTION 02230 DEWATERING :pinus 1,`4 inch . Handicap stalls to he painted to State i Strip existing; topsail and stock pile for reuse. of OregTan Spccific:at.ions . U1500- 02 D()CIJMFKT SUBMITTAL PROCEDURES02230-01 GENERAL t G. Protection of Structure: !-rci•,•idv whattivFr coverings 7- part A All documents are to bt• in office t,f Architect before 02210 03 ROUGH GRADING A. if ,it time of footing and foundation, wall rnnstruction • may he necessary to protect the exposed port tins of sHEE final acceptance and issuance of fincl certificate of payment . writer table is Mgrs: and bottoms of foaling tr•enrhes cannot be properly curbs , and any other structures from splashing; iii and A. Rough Grading inside Building; Areas : After stipping, rompacted, Contractor shrill lower water table during. construction period b)' asphalt from the paving operations . Remove any oil , asphalt , S. Provide (2) two sets of all] documents . rough grade to a finished subgrade level , plus or minus .05 of one foot , means of um )in trenching below water table or other means, to insure pumping.g• 6 dirt , or any other undesirable matter that may crime upon which will allow a minimum of 6" deULh of gravel per 02220-02-4 under proper soil compaction and placing of concrete• these structures by reason of the paving operations congrete floor slabs . At cut areas compact soil , before placing entderslab SP2 gravel fill material , so top 6" of earth is 95th of maximum density obtainable, At ! ! ! l areas , if material from on site excavation will not adequately com• SECTION 02260 - SOIL COMPACTiUN CONTROL H. Excess Materials and Cuntrrtctor 's Resgu,nsibillty: to required density or is insufficient in quantity, fill with 1 -1;2" 1 . Dispose of excess materials, repair all settlement minus unwashed g;rnvel or well graded pit run gravel with not more than 5% 02260-01 GENERAL minus No. 200 slrvr� size :naterial . !'!care• fill to lifts oat over 6" in depth of pavement over trenches within the warranty period at no additional cost to the net,. +rnd compact each lift to 9r% of maximum density obtainable . Top 6" of gravel i t=;'Tt"tt"t S!,! ,tr:,�C•� Crw•:r)ltiif�G tr»G.Y" s r ^222^_02-8. A, Organic matter in fill o:• backfill] under strurture, b ' `6 .OF. ..',] slat), or paving is prohibited. .. ,M.. . r«r• .w. .��, -...._... „_ . Y•.J',t ' ... :.... -,.:.-.W_ ( �wWW,AYwu,.._ - ._.......-:...a�.na.,IW .. - .F.f K1l'wrIM1W�01�F.. ... IIIl I1II_ I II II I rII II1 I � II II IIII"4011111100w Rolm, �qc IF THIS DOCUMENT IS LESS iTT ���h ifTiJ`T1J1i1 Ill Ill1ili TiJill LEGIBLE THAN THIS NOTATIONtil I III_III1II �I ' APRIL 28 1994 2 4 6 10 IT IS DUE TO Til-E QUALITY Ot h _ _ _ i r No de THE ORIGINAL DOCUMI,NT. - -- - - - ---- - - Illlllllllllll �i lI►I�I II IIIIIII IiIIII II III III IIII IIII IIII I� ZIIII�IIII Illl�lllllltlllllllill►IIIIII IIII1IIIII�IIII�IIII►III-►�II►IIIIIIIII►II",­- Ii�-IIII -LII-►IiI-►I►[► tl�ulI llll[-lllu�lll6ll-ll-`lu-ll 8�ll�ll�ll L�-I-l�ill9�i4ll1- E(III IIS 7Ili TSi "i- 1 91$ 6Z Z �9ITZ OZ 3T Zlii+ialuwwlij� I DIVISION 3 CONCRETE •, p,ATE NRS_._ -- ------------- ------- --- T „.rowel :.;g a. 'Trowel by hand or• machine• to hard, dense surfaces . 2• Concrete Placement : 4. Transparent curing compound as specified shall be SECTION 03010 CONCRETE free from trowel marks . Do not absorl+ wet spots wit): used. . neat cement or mixture of c•(-ment arid sand. Wa.' t 11111is la) . Comply wit!, ACI 304 , placing concrete in 03010--OI GENERAL surfacers are dry enough for proper troweling continuous operation within planned Joints or 5 . Air entrained e^ancrete shall be used except that air 4���,,1•- !�= Sect Ior,s . Dr► riot begin placement Until work of content shall he a minimum of three percent arid e Zit P�' A N'OtkK IN OTHER SECTIONS :1. Slopes to Drains other trades affec.tin(' concrete is completed. maximum of six percent by volume a. True to line, evenly graded, 1/8" per foot 1 . Fangers. inc:Prts, and sleeving for mechanical and unless otherwise noted. (b) . Consolidate pieced concrete using'g mecbbnical 03400-03 EXECUTION electrical work . vibrating equipment with hand rodding and tamping so 4 . Defective Work that concrete is worked ;"round reinforcemtrnt and A. General : ( P_ ,[ 13 CONCRETF WORK, GENERAL a . Remove and replace as directed louse, topping„ other' embedded items an,i into all parts of forms. surfaces which show excessive shrinkage, cracks, arid (c) . Protect coucro,to, from physical damage or cS�l1 � 1 . All concrete work shall ronforrt to the requirements any other Blahs which do not drain properly. reduced strength due co we I . Moret requirements of Section 36 of the A.P.W.A. q p P ) g other extremes , !n cold Standard Specifications except as modified and V of the t'niform Building Code and A('1 Standard 318 Build weather, cornpla• with AC1 306. In hot weather comply supplemented in this Section and where in conflict Coe Where conflict occurs with other provisions with ACI 305, with other requirements of these Contract Documents . of this SpPr.lflest iatl, the Uniform Building Code shall c: PATCHING AND CLEAN'!Nc govern. U. Caring': : After forms are removed, remove projecting pins . H Equipment anti Placement : 03010-02 PRODUCTS bolts , form ties , nai's, etc not necessary tar the wo-k 1 • Hegin initial rurini, as soon as free water has dim I . The machine for placing the cement concrete curb .. or cut hack one inch (1' ) from the surface. Where sur appeared from exposed surfaces. Where possible, keep shall be of the self-propelled t " continuous) P I type equipped with ,- FORMS face defects such as honeycomb or rock pockets occur, y moist for not less than 72 hours . Continue a material hopper, distributing new andj d austable �•� C repair the defective areas as directed by Architect . curing by use of moisture-retaining; cover or* membrane- curb forming die;ices capable of placing ar,d corn 1 . Plywood forms 5, 8" DTPA EST "P'.yform" or, equal , as Joint marks Find pins in exposed work shall be smoothed forming curing compound. 6 •y M 0 approved by Architect . off and cleaned. patting the cement concrete to the exact lines, •� •� � 2. Cure formed surfaces by moist curing until forms are grades and cross sections as shown on the plans . ; 2 Repair defects in concrete work as per AC! 30! , removed. C. Mixing; and Placing: M 0 h 2. Farm Ties Superior woad cone "Snap Ties" m Pyual . chapter Nine and at, directed by the Archtte.rt . Chip voids is and stone pockets to a depth of one inch ( 1 " ) or :note as 3. Provide protections as required to prevent damage. to 6 0 08 3. Treatment of Forms P 1 I . The cement mixture shall be "no slum ' a. Board forms shall hr kept wet . requ]red to remove all loose material . Voids, surface exposed conerele surfaces p" and home rte ):regularities, chipped areas, etc. shall he filled by generously nixed to conform to when delivered to � *� b Plywood forms shall be coated with approved stair, patching, gunnite or rubbing as directed by the Architect . E. Joints: the hopper of the curb machine. Each hopper loud ib less form oil . Surfaces to be painted shall receive Repaired surfaces shall duplicate appearance of unpatched of cement concrete mix shall run through curb laying 1 . General : Construct expansion anti weakened-plane machine. MachinP shall he adjusted to form and work. compact the cement concrete curb. minimum quantity o! oil as necessary for form remova', (contraction) joints true-to-line with face perpendicular 3. Clean exposed concrete Surfaces rob adjf Arch work to su►'face of the curb. Construct transverse joints at D. Joints : _, .._.._ 4 . Re use of Plywood Forms stained b leakage of concrete to approval of Architect , right angles to the curb centerline. a. Withdraw projecting nails : clean concrete from y' 1 ! contact :surfaces . 2. Weakened•-plane (Contraction) Joints: Provide Joints In the cement concrete extruded curbs shall B. REINFORCING STEE1 D. CURING CONCRETE weakened-plane (contraction) joints as shown on the be spaced at 10 foot intervals . Joints shall be cut drawing:;: Form weakened-plane joints in the fresh vertically and to a depth of five inches as shown or, rF 1 . General 1 . General concrete by grooving the top portion with a recommended the typical detail . a. Conform to the "Manua] of Standard Practice for a. Curc, for not less than seven (7) days . cutting tool and finishing edges with a jointer or bv F Detailing Reinforced Concrete Structures, " AC! b. Slabs exported to exterior while curing shall he saw cutting as noted. 'fie liars: kept wet far 2/3 of the rurink time. Publication 315, except where otherwise Shown. See 1 . Tie bars shall he spaced one foot on cjither- side of Structural Notes . 3. Expansion Joints: Providz pro, formed joint fillet -- for expansion joints abutting catch basins , inlets , the single point . 2. Materials E . SURFACE TREATMENTS structures. walks, and other fixed objects. 2. Tie bars shall meet dimo,ns.ion as shown on the 3. Pars - Confe.rm in ASTM A615 . grade 60 deformed per ASTM A305 See Structural Notes. 1 . All at creteIndus sorfria) rescon shall receive a minimum (a) , Locate expansion joints as shown on drawings. typical detail . of one coat industrial concrete sealer unless specified b. Crack Control Joints - "Burke Kold Joint " or equal . as base to receive additional finish materials . (b) . Extendjoint fillers full width ;,nd depth of F. Curing: O the joint and not less than 1/2 inch or more than 1 1 . '1'rauspurent liquid curing cogpound shall be used. T , Inch below the. finished surface to allow for joint Sufficient pigment shall be vJ �'�' O 3. Fabrication SECTION 03]00 - CONCRE.F. SIDEWALKS � CURBS sealer. Place joint sealer over joint fillers to P g present so that the a. Conform to "Manual of Standard Practice. " finish sprayed compound is easily discernable. Application, �.�..� �� Material shall be free from rust , scele, or other, 03100--01 GENERAL grade. F.. C coatings. Bending steal] shall he as outlined in Section 39-3.20 hF done cold. Da no Ir ) . Furnish joint fillers in one-piece ]east), far, ;••r�� - Straightening or re-bendt:: unless a Quality Assurance : the fill-width being placed. 2. Newly placed curb shall be protected from traffic by g E G approved. � or, other- suitable leans until the cement �. 1 . Shop Drawings I . Comply with standards spPc•lftcat ions for Municipal burr:d:ac;• F. Cuncretr l'inishinf: concrete -,fixture has attained its required strPngU, . cc: z a. Furnish in accordance with the General Conditions , Construction, State o. Oregon, Latest Edition. W � ;� reinforcing steel bending and placingddiagrams pre- 1 . After striking off and consolidating, concrete, smooth pared by or under the supervision of a r F D I V I S I ON 5 >: qualified f i Pd 2. Comply with the standards of ACI 309 "Recommender) the exposed surface b • screed]n - METALS T A L_S � Cr'7 LU � steel detatler apprm ed by the Structural Consultant , Practice for Measuring, Mixing, Transporting, and Placing p } g arid floating. _ 7 Adjust float.itir to compact the surface arid produce a tL � z O Concrete, uniform lexturv. SECTION' 05100 -- STRUCTURAL AND MISCELLANEOUS METALS UJ C CONCRETE INGREDIENTS 03100-02 PRODUCTS OP L Materials2. Burk back to edge of sidewalk. transverse joints, Q l� '. . a. Cement - conform to ASTM A615 C 150. Type I or 111 . A. Materials : and weakened-plane joints with an edging tool , and round 05100-01 GENERALa to 1;2 inch radius. � O � b. Fine Aggregate - shall be clean, durable. wash- 1 . Forms: StNel , wood, nr' other suitable material of A. Scope of Work: w � 3 . After completion of floating and when excess ed sand conforming to the requirements of the 11BC. size and strength to resist movement during concrete moisture or surface sheen has disappeared, 0 � ppeared, provide finish 12 placement and retain t►r►rl7n„cal and vertical alignnrnt as follows: g '- • Furnish all labor, equipment , and materials required [� anti] remnvi:l • for fabrication., erection, and Installation of all struc- D c. Coarse Aggregate - shall he clean, hard, crust:- :ora] steel and miscellaneous metals as specified herein ed stone or washed gravel , I " to 1- 112" maximum, (a) . Cutbs: or as indicated or, the drawings w ('� conforming to 1J8C requirements. 2. Concrete Materi,:ls W L..1.� 11 ) . Float finish. Materials inclr,dt-d in general shall consist of the W W d. K'i'lter shall he clear and fit to drink . tai . Portland Cement : AST!! C150, type as required. ;b) . Sidewalks: tnilowing: e . Admixtures - shall be used fir, acrnrdanr_e with lb) . Aggregates: ASTM C33 manufacturer 's recommendations t (a) . All structural steel , including columns . �n , 1 ) . Exposed Aggregate Finish - Provid tel . Air-entrclning Admixture: ASTM C260' e f. Air-entruininp AYent -shall conform to ASTM 6260. sample panel : do not proceed with work until It Brackets, connections, anchor bolts , clip ASTM 0309, Type 1 . finish is approved. angles . and saddles. I ': 2. Proportions and Mixing 3. Curing Compounds: Comply wit (2) . Two (2) seal coatings shall be applic•t' ,,, As noted on Structural Drawings . Place concrete with- 4 . Pre formed Joint Filler: comply with ASTM D1752, (2 the exposed a (c) . Bearing pates , haSe plates , and metal one ( 1 ) hour after water 1s inl roduced into mixer. 3, 8" Asphalt Impregnated Fiber, !+ur•ko,, or I P aggregate surfaces . approved ecus] . ladder. 3. Air-Entrained Concrete >. ►Dint Sealer: Tremco THC or, approved equal . 4 . Fill expansionjoints an finished sur.joints with sealers, flush with (d) . !!igh strength bolts and welding;. . a. All exterior f•onc•rete, concrete paving* and steps surface. Do not s�p. renting onearth shall be entrained to contaft, 4- 6. Exposed Aggregate Sealer: Thorocc.lear 777 G. Repair and Protect!on: 1,'21 to 6-.,, 2% of entained air. Standard Wall Products , Inc. , orapproved equal . All minor parts belonging to the above Items • clip angles, brnekets, and in general , a]1 structural stPe1 D. STRENGTHS OF CONCRETE. R Nixes: direr.ted, -' '. Repair or replace broke:: or dt-ft-r! !ve concrete as shown on the drawings• unless otherwise noted herein. 1 I . Reati F r� 1 . Concrete Walks, Curbs , Steps Resting nn Earthy- mixr.d Conc•retF : ASTM Cn4 , Mix Uesiy,n 4 . Materials shall, be furnished complete, including a . 3000 pounds per square inch compressive Alternate No. 3: and in addition . SECTION 03400 - EXTRUDED CONCRETE. CURBS fabrication, shop painting, delivery by trunk to bu!ld - -- --- s rengt . Four, Inch slump maximum. :ng site and erection. (a ) . Minimum cement Content per Cubic Yard: 470 lbs 03400 n] GENERAL W 2. Concrete Paving �� a. 3000 pounds per square inch compressive (b) . Slump: 4 - inch maximum (plus 0, minus '�� :ption: 05100-02 PRODUCTS -� strength. Four inch slump maximum. 2 1 /2 inch) . Work includes installation of extruded concrete curbs A. Materials : a Structural Concrete (c) . 1'se air entraining! admixture in r.oncrete, Quality Assurance: a. Strength as indicated on Drawings . providing not less than 4 inches , no more than 4-6 Extruded Co::c•rt-tP Curbs: All work shall he performed All materials shall he ;pew of fo!]owin 03030-03 EXECUTION ,►rrccnt entra]ned air. !n arcordann: rt, with goon con ' ruct!nn practice by workmat, qualities : g t1'iJes and previously experienced In, the use of machine extrusion A. ' t t methods. (a ) . Structural Stcel Conform to steel ronstruc- ` CONCRETE PLACING Compt•essive S..rer,g,.t: 3,000 psi . tion manual of AISr. General 03]00-03 EXECUTION' Environmental Requirements: C a. Requirements of tilt- 1111C and ASTM C94 -67 ( "Ready'- a (b. ) Square Structural tube columns dimensions � Mixed Concrete) shall be followed. Recommendat !ons A. Surface Preparation: Place no concrete when temperature is below 40 F. , shown on drawings . .. O of ACI 306-66 ("Cold Weather Concreting;" ) and ACI without written approvnl of the Landscape Architect . h 605-59 ( "Hot Weather Concreting" ) shall be followed 1t Prepare sub-grade and install rack sub-base as Art -306. Contractor assumes -a 0) full rt-sponsibility,If approval is grptitPd, comp]}• wi!h requirements of 05100-03 EXECUTION 4-a U � where applicable. specified in Section 02220 Excavation and Backfilling. including costs for retesting concrete. Concrete A. Structural steel fabrica. ion: O 2. Pouring and Protection of Concrete 11, Form Construction: damaged by freezing: shall be removed and replaced at a. Deposit concrete as Soon as possitrle after, contractor's expense. I . All Steel shall be dvs ,uned, fabricated, and erected W Q) V leaving mixer, without segregation or ]o;:s of 1 . Set forms to the required grades and lines, rigidly In accordance with the requit-ments of the AISI Code of Z Q Q Cd 2 . Placement of concrete in exc•essivPly hot wernther , Standard Practice, Latt-sit Addition. ingredients , in layerenot more than twelve inches braced and secured. Sidewalk forms to be set to establish ( 12" ) deep. Secure through compacting by continu- Snu,oth Purves and even transitions in grade. Form place- wieldy or dry conditions shall he in accordance with ous hand spading or vihratP mechanically. Protect rr -•nr i „ be approved prior to pouring concrete . requirements: of ACI -605. 2. All structural steel shall receive one shop cost of from sun• wind, rain, freezing arid disturbance until Glidden rust-inhibt ti\P(- paint before its erection. All thoroughly hardened. Remove forms only after con Check completed formwork for grade and alignment to 3 Remove and replace defective work ns directed by the shop connections to be welded. Field connections may be crete has thoroughly cured tilt: following tolerances: Owner',, Represet,tat .ive. bolted with high-strength bolts . All materials shall lie b. Record date, time and weal her condi t i nor. of 034new. All unfinished bolts snail ) have lack washers .00 02 PRODUCTS UEET s continuous ComNa. ( ply with AC1 304 • placingo cncrete 3. All fabrication shall be dune in the ~hop (if a placing of all portionat concrete. ontinuous operation within plsinned joints or local building authority A. fabricator licensed by tact sett ions. Do not begun placement until wot•k of fahric c. Construction joints Shall be ]nratPd where noted. other• trades affccting concrete is completed. ] . Al! materials, proportioning, testing, mixing, and fabricing the project . B. CONCRETE SLAB FINISHES Ih) . Vertical fate on longitudinal axis, riot more . transporting sl►all meet the applicable requirements 11. Shop rind Field fainting: All steal items furnished under SP3 as nut 1 fined in Section 37 of the A. P.W.A. standard this heading shall , prior to shi ►meat , be thol t,uf,,rly cleaned of rust , regale, t-harp J/4 inch In 10 feet , t I ,• scale. Gent•raI • Specifications . t;reaso, and all damaging; foreign substance and painted one shop cast as here - a . Screed all slabs , for whritever finish, to tirue Concrete Placement ; in befort- specified. Concrete encased steel Shall bP thoroughly cleaned only. levels or slopes 2 . Portland cement content shall bt, a mi,14imum of six Sto,el work to be painted shall be given one coat of paint evenly and thorough- �- 1.c7C►O SW UF't:JEFF 040011E:S F'PY I • General : Moisten sub-base to provide a uniform sacks per, cubic yard . 11' hrush or spray applied only to dry surfaces anti shall he left free from 2--7 OF 7- 1 dampened condition at the time concrete is placed. lions , sngs , or other damaging imperfect tuns , and Shall be permitted to tho- 3. AfgregatF ~hal .' mrPt the requirements of Grading :-tlughly dry before shipment. No 2 fit-`• C r nf, A r .,t, ,- e IIII. IIII_--_. , :w.wxswa.r+.ei.�..�.+Prrif-:","" -.�_.._. _...,..-...•,:. .....a:,.w....,ioMAg4tu.r«ew�•n+.r.raMMk!frR i+rlva'n,we4�Muwn����++,n^<r.en��..,.-.,...n.,....rPM�,'�.r.N.+'•Nwllwr•aMNM f 1 IF THIS DOCUMENT IS LESS T�1IIIfillillll III III 1111111 III III I II111 11rTrrr�-rTiT�i 111I111lllllill III Jill 11111111 III III III III III Illilll Illilll III 6k­:_ II III�IAPRIL 23 LEGIBLE THAN 'PHIS NOTATION, 1 3 4 5 6 7 $ 10 11 1ZI 1994---___--- _ -�___ __,. -__-- - _____L�'�" IT IS DUE TO THE UALI'I' --- -- --- ---_-�- - _ ------- ----- -- No 3e _•IIII. TIIE ORIGINAL DOCUMENT. 1 E 61Z 8Z LZ yZ JZ ib 7, CZ Z IZ OZ 6I 9I Li 9i QI lblt £I ZI iT I t3 8 LI IIIIIIIII II'I IIIIIIIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Illlillli IIII�IIII IIII�IIII !III�IIII IIII IIII IIII !IIIIII!'lllil I IIIIII! IIII Illllllll�tll llllli rI lli�llll 11111I 1111 lluI lll llll�llil�lllllI ll1�.X1I11llllll�l►-I-ll1llllll ,,w ,�li)1lllr - lllllll1llI IIIl� 1111will .124 )( , ATE Mqs, DIVISION 6 -- CARPENTRY DIVISION 7 - MOISTURE PROTECTION SECTION 07510 - BUILT UP BITUMINOUS ROOF 07610 02 PRODUCTS --- - - - - OTSIO-01 GENERAL ) Metal Roofing: American Steel , Inc . , Amer-X6, galvanized �� SECTION 06100 ROUGH CAHPENTUY SECTION 071'20 - DAMPROOFI NG steel , 26 g;'age • 24 inch w i cif panels by length required, factory finish with A. Provide composition rnofing with surfacing and vapor' rotor selection from manufacturers standard (olurs . 06100-01 GENERAL REQUIREMENTS barrier al ! as shown: on drawings and as herein specified for, complete _ r- ' 0 12 O1 GENERAL installatlnn. kuofing; to class A or !i roof . � 3 A. The Contract and General Conditions of' the Contract shall govern all parts of the Work. rt. G-FNF;RAI, REQUIREMENT.,, 07610 -03 EXECUTION B. The work generally consists; of , but is not 'limited to, H. Work in Other Sections 1 . The• Contract and General conditions of the• Contract the following items: A !nstal '. per n,r,:.u! -ict ::: ers printed instructions shall govern all parts of the work . ^ � I . Forms for Concrete. I . Built-up roof over roof -leeks SECTION 07620 SHEET METAL WORK • fa. SCOPE OF WORK 2. Rnilt-up roof returns on parapet walls . � - r. Huilding Code 3. Mop in all flashinVs, curbs and sleepers tmerhar►i I . Furnish all lahur , materials and equipnu•nt and per cal ctirbs are riot shown on the Roof Plan. Roofing Soh FLASHINGS, COUNTER FLASHING, GPTTERS, AND DOWNSPOUTS 1 . Requirements of the Uniform Building Code shall be form all operations required to complete all dampproofing contractor shall either include these in the bid or, pro followed, as supplemented herein. work shown of implied un the Drawir►gs and spe( ifled here vide as an allowance iter:. ) 07620-01 GENERAL Ili a:; well as all work normally performed undt•r tleis D Evidence of Grade section. C. BOND AND GUARANTEE A. Pruvidf• a.'1 metal flashings, enunterf lashings, gutters , � .. and downspouts as shown on drawings . 1 . Grade marks and trademark of the dssociation having 2. The work generally t•onsists of, but is not limited I . The General Contractor and Roofing Subcontractor ~� jurisdiction must appear- on each piece of material or r: to the following Items : shall jointly agree to maintain the built--up roof system 9 . Guarantee : Guarantee , in writing , materra !s and workman a = certificate of inspection accompanying; each shipment . a. Cold applied io otective dampproof ing,. coat :ng; and related roof metal work in a water tight arid weather, ship of ell parts of building to he made watertight at sheet metal work for a at all subsurface perimeter walls . tight conditior; for a period of two (2 ) years otarl-!ng period of one yea:• after final arceptanc_e with normal usage, and to repair ; I . Maximum Moisture Content it. Mop in all foundation penotratinjis from the date of owner's Substantial Completion. any such !eaks as may occur without cost to Owner. 7r ---- I . Finish Lumber - 32% C. APPLICATOR 2. During the maintenance period, the General Con- 1) on-2Hardwood - 3� tractor and the kuofing; Inst, agrees that withli: 076?0-02 PRODUCTS n y 3. Other Materials - 19% 1 All work shall be clone by an applicator• approved twenty- four (24 ) hours of receipt of notice from the h I --- � 4 . Furnish moisture content certificate if and when by manufacturer of dampproofing materials. Owner , they will inspect and make immediate emergency A M.:tr•ri;tls : � requested. repairs to defects or to leaks in the built up roof D. CONDITIONS system and related metai work. They further agree that : . Sheet Metal : Galvanized Steel : Galvanized sheet 1 . Rough Hardware within a reasonable time, they will restore the affected steel coated with minimum of 1 . 25 oz zinc per sq. ft 1 . Do no work when weather and other conditions may Items to the standard of the original sper.ifications 1 . 25 Commerciel ) , meeting requirements of ASTM A525 71 I . Provide all necessary hardware for proper installa- adversely affect desired results . All ag;rnements to maintain built up roof system will be. Gage as follows : tion of work specified herein; sizes arid quantities re- done without cost to the Uwner, except in the event it quired by building Code and approved by Architect . Hard- 2 . Surface to he treated must he fully cured, dry unci is determined that sti(h leaks were caused by abuse, 26 gage Flashings and counterflashines ware exposed to moisture must be hot-dipped, galvanized free of oil , form release agents, curing compounds , hail . storrr, lightei;ing , other unusual climatic 20 gage Gutters and downspouts steel or approved type non-ferrous metal . grease, laitanc.e acid loose material , phenomena of the elements, or failure of related work (except related roof' metal work. 2 . ScA der: Best commercial quality 50 50 tin and G Storage and Protection lead, or approved. 07120-02 PRODUCTS 1 . Protect lumber, plywood, millwork and cabinets from 07510-02 PRODUCTS 3. Nails "Stronghold" type with large head acid the weather: protect wood roof decks until covered by A . MATERIALS length to penetrate wood 1 " min. Exposed nails to have roofing . Ile sure that building is thoroughly dry before 1. To maximum possible extern , roofing materials shall be neoprene washers . Galvanized for G . I . wnrk except finish woods are placed in it . Cc,ld applied protective dampproufinr, system shall product o! r: single rianufacturer. stainless steel for roof edge flashing as shown. he Sonneborn "Hydrocide Mastic" specification sCS-205. 4 . Sheet Metal screws : Fan head, p ' Z H Wood Preservative Treatment B MATERIALS g.nlet o.nt galvanized screws . 1 . Pressure treatment for all wood surface:; In contact 712u-03 EXt•CUTION 1 . Mineral surface J .M. No. 4113,NC 10 year bonded 0 with concrete or earn, shall be waterborne in accordance roof or, Architect approved substitute, 5 Sealants : � with AWPA Standards C1 , C2 , and C9 (Plywood) . Provide A Apply Hydrocide Mastic in one coC^^at by trowel or- spray J �"'� Q Type LP--2 for above ground applications and type LP 22 followinY manufacturers Instructions . it. F'eIIs : Glas Base• 1 lefyer. (a ) . Fto meta! to metal : Acrylir Terpolymer w Q _ fctr ground contact applications . Glas PI) 2 plies "motto'• as manufactured by Tine Tremcu Manufactured Cn � (� ti. Fi 1 i all cracks, c•rrvices and grooves . Coating should Glas Kar, Mineral by The Tr,��mco Manufacturing; Co. , or approved. 06100 02 PRODUCTS be continuous and free of breaks arid pinholes . Surfaced Cap Sheet 1 layer If If z A. Roup,h Lumber U , carry coating; over exposed t ops and outside vd;;cs of b. H i t ttn,c ;, ,l -M 190 Asphalt 69 l hs . 07620-03 EXECUTION Q a- O footing; formini, a cove at juction of wall and footing;. Spread around all w Doug Ias fir. or approved, st:r! uced four sides to joints , grooves , and slots and into all shapes , corners , reveals and soffits . 2 hituminmt-, Plastic cement : Federal Specification A General : h'nrk in ac(nrdance with best methods known to (� standard dimensions except where rough sawn stock is �•in • Coatis , to finished SS 0 - 153, Type I . or SC-(:-00153A. t:•ado . Lines molding, edges sharp and true, reinforr_ed as required for � z LU g g; L [' g,r ade . 1{ specified hereinafter or c: erial shapes are indicated stiffness : joints and seams neatly formed and finished: surfaces free from Z Z W Cc see structural !soles for umber grades , D. Ful low rnanufacturrr i 11 ing; � 3 Nails and Staples as recommended by manufacturer. waves arid buckles . Make proper .allowanr and for, expansion nd contraction .t;-,:i W Z 0 ' �• rrc ea�m,•udat inns un hack( for s!:rinkagte of wood construction. '�� Q operations . R . Plywood 4 . Cants and Tapered Edges : Asphalt Impregnated Z � O SECTION 07192 VAPOR RETARDER fiber rants . Taper -d edges factory manufactured asphalt G. ISECTION 07720 - BOOP ACCESS HATCH impregnated fiber- tyg►e edges at ]orations shown and r•e CD 1 . Roof and hall Shf <ithing - standard IN'T--DFPA with Q < a exterior, glue; panel index 24,'0 or 32,116. Thickness guir•ed for roofing; instillation. Tapered edge strips 7720-01 GENERAL <_ --- Per Drawings . 07192 01 GENERAL and fiber cants, of Celotex/Hance] "Fiberboard or, Kaiser 0 w "Fir-Tex" . A. idr oris roof across hatch. See drawings for a- 2. Floor Sheathing; standard tongue and groove C-D a. !" tc•or, wice tinuuus v;:l,n: rt + ,rrclr•n ng : :de:: helow s!ah at locations . with exterior glue; panel index 48'24 or as noted other- � i;ig, r,;; e;•;rde brat i(tus . 07510-03 F:XECI1TlOti W wise on the Structural Drawings . Thickness per Drawings . 07720-02 PRODUCTS C. Miscellaneous Steel A. rent• l Application of built-up ouf.roofing; shall be dL in S 0792-02 PRODUCTS raA. Roof H,,tch: Size 2' - F," x 3' - 6" . Approved manufacturers UJ C6g �trlct accordance with the specified manufacturer's sper•ifications. Any i . As netted nn Strurtura] Drawings and General Totes . variance from sper.ffic•rf procedures, shall be approved by the Architect prior facUirers are: 1'hr Fi leu Co. , Habcock-David Associates , Inc . ; Ml iron A. Mater•:;:: : Polyethylene plastic film, 0.006" thick, blark ( Inland- -Reyerson Products Cf). ) ; Land-Aire Manufacturing Corp. , or ;approved. ,ni ion. Applic.ition variations not approved by the Architect may ro'.or per Product Stands r d PS 17-fig. or Moistop I ! . to applic )' D. Building Ft 1 ..t require roofing; cuts he made for testing; by a material testing laboratory. R. Construction: Cover, 11 gape aluminum with 3" beaded The Roofing Contrar,tor shall pay for a] 1 costs associated with this testing;. Provide 15 pound asphalt-saturated roofing felt tf the testing; agency cannot approve the application techniques used, the 1 i'"'g e' neat ly weldt•ti. Insrnl;ation fully covered and protected on interior r � , 07192-03 EXECUTION lilt -up roofing by ]8 gage aluminum line. Curb 12" In height. of same gage and material as behind all siding and elsewhere noted. f E shall be replaced and installed as specified at the Roofing , , cover. Formed with 3 1/2" flange with holes provided for securing; to roof -"` Contractor 's expense. A. installation: Provide one layer of vapor retarder with deck . Curb , equippers with integral metal cap flashing for absolute weather- where Puntiea ed pound rairrilt meets connated roofing; felt minimum of joints . Lap joints approximately 8" . Repair, punctures . ti •fitness. Insulation rigid Fiberhoard I" thickness. Provide with insidf - j r f pi 1' p i H. Acceptance g' where untreated wood frarr,ing; meets concrete or cone;ele t �anr,efof Roof-Deck - Application o.' Built-up roof- outside handles and padlock hasps . Hasps to hatch location on building block. ing,, shall signify that the Roofing Contractor tins inspected and approved the SECTION 07210 INSULATION roof deck for built-tip roof inr! app( icrition. interior side. 06100-03 EXECUTION 07210-01 GENERAL C. PROTECTION 07720-03 EXECUTION A. Carefully la out, rut , fit and install rou h carpentry A. Provide flexible blanket i::9ulation at !gamin locations ' • Wood Irctkinp - To insure prote:ct]on of wood roof Y r' r b• it A ( nt,; dtnatr thatch location; with roof joist layout . items . Use sufficient nails , spikes , screws and bolts to insure rigidity as shown on draw•ines. arid perimeter slPh insulation. decking;, comply with the fullow•ing: Roofer shall cu- and performance. Drive nails perpendicular to grain in lieu cif tov--(tailing, ordinate his work with the work the carpenters and where feasibleProvide for Installation and support of plumbing; and vent- .4. Prndurt handling;: Deliver material to project iii ori- shall apply c:overini; immediately after decking is laid. SECTION 07920 - CAULKING & SEALANTS � 0 slating work. Install nstall work to true line; . plum and level , unless otherwise ginal containers with manufacturer's, labels on each piece arid package of mor to roofing; installation, Roufinp Contractor shall Indicated. K Irtsulri2ion. !)o net re-rove labels or, open packages until Architect inspects vf�rify with General Contractor that roofing; diaphragm 07920- 01 GENERAI. a arid approves . inspection ion has horn completed, W SECTION j 06200 WOOD SIDING & TRIM A Provide all caulking required to complete the work Q C. Dry Interior shell of building before 'Installing insula-- 2 • A] l decking laid during the day must be covered indicated on the drawings requiring; caulking;, sealants ;;nd specified herein. . 06200-01 GENERAL tine - maximum moisture content 15% Each night before mining and shall be protected from moisture at all times . A. 1'covide wood siding{ anri trim shown on drawings as speci 07210.02 PRODUCTS 07920-02 PRODUCTS fled heret►i for a complete Installation, ��__.--._r------�" . -- D. CANTS A. Materials 08200-02 PRODUCTS PARTITIONS, ALL WOOD rRAMFP WALLS ANI 1 . Provide frit cants at all wall and curb inter- t PARTITIONS, FIRS, STOPPING 1 . Owens Corning "Fiberelass" , or U,S. Gypsum "Ther•ma . sections. A - 1x•1 heve!ed cedar siding', K.i1. , selert premium random ) CONSISTING OF 2-INCH NOMINALLY. fiber" , or approved, Standard Huilding, insulation in rolls 1 . All joints: Ocie part , non-snp , low modulus , moiNture � SIZED LUMBER OR TOHIli APPROVED :ertgth with 6' •0" minimum beard length . over• one perm and ] " fare nailing( II ang;es for• nailine to L'• `lull'. -;p roofing to extend a minimum of 12" above curing polyurethane joint sealant . "Dvitatrol I " as MATERIALS MUST BE INSTALt�EDrA1 framing;. insulation material labeled by manufacturer for (.ants. Exterior grade plywood above cants on back side manufacttired by Pecora Corporation. (nlor as seler•ted by cn !3. Plywood siding, Texture ]- :1 , rough sawn cedar • Ct" ALL FLOOR AND CFILING LEVEL... en::v fig] r�paces between framing members . Ceilings in `f ': amed parapets. Plywood to receive metal wall Architet from standard color line. .. C with 8" O.C. grooves. Plywood soffits. rough sawn cedar, plywood, 5,'8' , ' PENETRATIONS IN I'HES PREACCOMODATE II3E1� suinted with material having; Installed thermal resistance , lash.ng. Provide all required flashing and sealants 0 FIRE STOPPING TO ACCOMODATE of: 30 (R-30) . frame walls insul•tted witty material having to ensu; fa a v,-'ertig;ht s stem '-' f; patch. . WIRING PLUMBING AND OTI{EFt SIMILA}f 3 ' RS � thermal resistance of 19 (R- 19) @ 2x6 wa!!s . Flexible 2. Back tip filler millet ;al : Polyethylene foam sealant �• (� C. Cedar Rough sawn boards. grade A Q 9 Btr paneling, g;radc , I)fiILITY RUNS MIST BE PACKED WIT}I blanket insulation, including) facia shall have flame E. APPLICATION OF VAPOR BARRII•:r - 1 Q g backer. Dow "Ehafoam SR" rod of size to have fn ,lace �.- NONCOMPi]STIBLE MATERIALS IN AN joint of not over 75`1 or U C) C & Btr paneling* grade . See drawir:gs for size. spread less than 25 and smoke density not to exceed 950. compressed width arrnss , APPROVED MANNER SO AS TO PREVENT Insulation to he Kraft- faced in walls . 1 . Manufacturer ' s Specifications Confo:•m to manta- diameter arid shall riot be compressed to widtl: which is = !) Fir trlm of si?vs shown on drawings. r.- THE PASSAGE OF FLAME. facturer's specifications for vapor barrier and adhesive less than 60% of diameter. 2. Perimeter slab insulatlort with material having exre{:t as modified hereinafter . F Window casing. Hemlock, K.D , style F-113, 12'•x2 1 4' installed thr>rmiil resistnnce of 4 .25 (R 4 .25) , closers Cel] Type. F. MOPPING OF BITUMEN 07920-03 EXECUTION 06200 03 EXECUTION 3. Acoustical Insulation shall be Iristallcd Ili walls 1 . General Control heating of all bitumen; do not ®� arid ceilings as shown on the Drawings . Materieal,s shall overheat to 425 degrees F. . Maintain thermometer in A . Appleration of Caulking: A. Install siding; and trim in the gest quality c: rittsmanship be flexible blanket insulation gas per 1 ;►hove) having good condition tit kettle at all times Apply bitumen SHEET NO. for a complete and finlshi�d job. Installed thermal resistance of 11 (K-11 ) . in unlrorm mopping;s. 1 . CaulkDials of all )work after j prime painting but before finish painting;. 07210-03 EXEC1PtION 2 . AsphaIi ,Asphalt shall be heated as necessary to arhieve X425 degrees F. PVT (F.quiviscous Temperature) A. Provide insulation at framing locations as shown on draw- at. ;point of application but stall tint except FBT 2 . Caulking shall be applied by hand gun with mechanical SP4 Ings. Wire insulation to wood joists and ser.tire to wood framing so as to (Finished Blowing Temperature) for more than two hours . or pneumatic pressure sufficient to insurf,the proper air leakage past vapor barrier by stapling., to face of members . placWment of the material and to fill joints . Gun nozzels SECTION 07610 METAL ROOFING shin( ( be of proper size to fit faints . B. Install insulation with vaprr h;irtJer toward Inside of 07610 01 GENERAL building;, A . Provide: meta] roofing, trim, arid nrcessories as rp4iiired 19-700 5W I...IPF'FR g:tll(:1hIE:a P'F Y ! or complert• in::t;:llation at locations shown on drawings end speci'aed herein. OF - 1 �.,..,...,e+.� rill,...«..r,.,�M*'nnun�• .. .I",. • xray,�y.rrrrtnn.• , t.•.:w-.�,-. .. ...,.;. _._ ...v_��I�hta.�cuw.. ,.... .. -.,m.... . u.,,,..«ry..+a.,,.�,.......... .....-.• .,•.. _....r_., ......»a.,..P,,.�r«•vl.k , �r .',a.A.wv�a,yow�'b�MglMrrCatMtA�•�rMfe. _ -.. _._..,.,a.+NrrNAi�1�' _.. ..-.. . ..... _. _ ,► [-IF THIS DOCUMENT Is r, ;ss -ST��-.-TZ ---B�1IZ I _ I�I Z1 1 9III'zI�il,l�lll9i�Z llll I,TItIbZ II I►SII ZIIII IIIIZIIIr I I - �I_----GI I iIVI r--r 9I�---I- I Iil I � � 1111111 ll`lil i�iJill ll-ll TI-II�IeIoIJwII LEGIBLE THAN THIS NO1ATION, 1�IlI AP---R IL 199�I III II� �IIIII III I IT IS 'SUE TO lIE QUALITY OF No36 THE OhIGINAL DOCUMENT. tItIT GJI1 IIZIIII�IOIII ZI11111811 IIII I8IIII1111 1111II9II [ IIIIISIlll1illZI ll ILULlI ll 1 IIII�II�IIIIIIII I I � 111 I � II II ATE HRS. DIVISION 8 - DOORS , WINDOWS . AND GLASS 08200-02 PRODUCTS SECTION' 08530 ALUMINUM W!NDOWS 08700 09 KEYING S --- -- -- 1. Materials: t. Key entire project for stab master key system with zoned ^r' 08530-01 GENERAL SECTION 08110 HOLLOW METAL DOORS 8 HOLLOW METAL FRAMES 1 . Face veneers: Rotary cut , Birch Commerr•ial . Provide de 3 change, keys for each luck or cylinder . Master 9 r ov r �_. -' Standard CS 171-58 for paint finish. A Provide aluminum w•4r,dows designed for outside g'.azi:►g 'rt all exterior window openng;s. F-oxide cn1r.plete with L'.! required anchol-S , & still mastF: keys to he provided ort keying schedule. 08110-UI GENERAL 2. Cores : Particleboard gore, solid stab of 28-32 t;; w;: r� and nccessurie5 . .ill ginz!ng to be ':;su]ated units C Keys and markings : Furnish all keys cut from "C" Key A. Furnish the following hollow metal work as shown. Finish pounds per r_uhir font density. Edge strips of hard approved by Uwne: it writing! before any fucksets or r) linders can be ordered. Set,tinns. T g all keys . The above keying schedule is genera'. and must be h evil doors and steel door frames . See drawings, "Door Schedules" and details 1- 1 ;8" thick at stiles , 2-1.12" at rails . Glue to he for sues , arrangements, "styles" :rod locations Type i . Finish duos thickness 1 314' , 08530-02 PRODUCTSw B. Qualified manufacturers : Republic, Fenestra, Steelcraft • 08200-03 EXECUTION r apg�r•c►ved. ,a. Wi::dow frames sections ;�inivt::r 2" dee;,, web rota:l thickness not less than. 0.01)''' 1 3 ,32' ) anti wen:! her•ng members not less that: IL 08700-10 HARDWARE SCHEDULE o Install interior wood doors at locations shown on the L'.95" trick. all as produced for ":Mercer Custom ,1l::minum Windows" Series or►t- -' C. Submittals: Submit shop drawings to Architect for drawings and as indicated on Door Schedule. P0.4,# Viking ► " ► vt windows . o five "0" or .ndustr�es , inc . Serteti 1 .f00" or 1 .700" w.nduus Furnish type and make of hardware items designated by symbol in "Door srhedu e approval and secure Architect 's approval per fart 01200-02, Shop Dr,,win! ` Mi , r , proved. a::d the following Hardware Schedule . ,.gtr. n o: a; ; `;ubrnittarl Procedures prior to fabrication. Show elevation and and diu,en SSECTION 08350 - FOLDING PARTITION sIon of each door type , details of each frame type. cutouts, reinforcement , ' OCE & X!NGl' CLOSER DOOR THRESHOLD REMARKS Joint we1cls and other pertinent items including those required to secure 08350-01 GENERAL 08330-03 EXECUTION 'WMBOI. - y DEVICES STOPS t ire labels . U. Hardware: Arrange for installation of hardware as A. Furnish and install accordion folding; partition as A. r wit:dow�. vectively anchored per shop drawings . Anchors at follows: Hardware supplier will supply door, manufacturer with correct and indicated on drawings . maximum trpacinE o. 24"o. r ►nd ant, more than 6" from each rnrncr . - : 'J53PD A Sc S �� ; complete templates , or physical samples, of all items installed at jubsite• + 9. Seta! weather' g;t►t a] J hints between, window sectic►n and Q ,1. Shop Drawings: indicate all construction and installa- j 160 00 E . Delivery of doors acrd frames: Pad all doors to prevent tion details . Submit shop drawings per Section n1200. structure. 2 . D85PD A Sc S -- 0 Id ontspct with anything. but padding. Deliver frames fully assembled and with m � spreaders to assure alignment . n 0 08350-02 PRODUCTS ' BROADSCOP£ SECTION 08700 FINISH HARDWARE 3. Panic Bar. A SC S T n a all Ir 09110-02 PRODUCTS A. Acrordion' Folding Partition shall he Soundmaster 12, STC 08700-0! GENERAL 40 as irtanufactut•ed by Modernfold. Operation shall be manual . outer covering 4 D40S A -- S -- A. Materials: shah be Mutlernfold's heavy--duty vinyl fabric with reinforcing; woven fiber A. This section !%,eludes ! :::is:: !:::^dwa%e and related (Toilet Rm. backing!, color selected from standard vinyl swatch cards , covering shall be items necessary to complete the work Lever) Class 'A' flame spread. Locks to be manufactures standard lock. -- I . Sheet : 9. !rstallat!orr of all finish h: :rdware spvcif!ed herein will (a) , Sheet steel : Prime g;rade,' cold rolled, he done under Finish Carpentry 5. Dies A -- S stretcher leveled, full pickled by treatment at mill 08350-03 '.XECIITION :Toilet Rm. C. Quality and types: 1'^less otherwise noted, furnish itr,ms Lever) frer from scale, warp and buckles . Sheet steel of A. Prior to the work of this section verify measurements only of manufacture, quality and characteristics specified Substitution of United States standard gages noted in these spectfi and job conditions . Discre.pancJes between drawint-s and job conditions unlisted items or makes will not ,e permitted without prior approval by cations . affecting; installation of partitions shall he hrou ;ht to the attention of Archltect in writing._ l t ge . NOT USE) (h) . Reinforcement arid rail brackets: ASTM Aa6 70., the Architect . :). Operation and measurements : Responsibility of proper 2 . Primers arrd surfacers: Manufacturer standard pcimer B. ' Instal] partitions per manufacturer's printed instruc- operation of hardware rests with this Contractor• Verify all measurements • 7 . Dead :.arc!: type - -- - Prov !de lock surfacer with synthetic "rust inhibitive" quality. tions and Architect approved shop drawings. back sets, door thicknesses, etc. by Alum. Mfg-, fyl .4:►der Z 3. Glass stops arid trim : 18 Fape furniture stock steal . C. Coordinate work with other, trades involved. L', Templates: Furnish metal door manufacturer with correct. and complete templates of all items to be installer! . 13 Flush Nr�lts s Sc S e -- 4 . Shims: Galvanized steel of sine and thickness to 11. Erection work to he under direction of representative _ ,rr^� _- n � of p-rem it ion ',nV trfacturt•r . J fully distribute loads without distortion. F. Guarantee: Al] finish hardware to be free from defects W O T In finish • workmanship and materials for a period of one year after accep- SECTION 08810 - GLASS & GLAZING (D Im S. Fastenings: For trim sand glass stops: Cadmium SECTION 08400 ALUMINUMDOORS & STOREFRONT SYSTEM Lance of the building t ,Upon written notice fron. the Owner and/or Architect. ,plated screws with ov;,l head, sheet metal threads . 08810-01 GENERAL � � >- remove and replace with satisfactory material at hardware contractor's hr 08400-01 GENERAL expense. o� t CL Z 6. Hcrdwar^ reinforcement : Hinge :►ori door (:]user A. Prov all plate. float , s..ee, glass and glazing � � reinforcement 3/16" steel . Latch tapping plates 3116" throughout tie p. njFr� A1l g.n.zing in er:ter.nr walls to he insulated W 1. Provide aluminum storefronts, doors , frames and related (�� � LL. W x 1-1/4" x 4" long!, minimum. Lock reinforcement unit G Fastenings: Furnish hardware fastenings thus: "'pith equal to Schlage t1094 starts as indicated in Door Schedule, Details and Specifications . Storefront ' ' - U) system shall be designed for 80 MPH wind loading. Door stops: Al". exposed fastenings with spanner 08810--02 PRODUCTS Z, Z LlJ CE O B. Fabrication of doers : 1-3/4" thick flush type hallow head machine screws at tapped holes in steel : spanner W z metal doors of 517e indicated on Door Schedule, steel sheets riot less than 08400-02 PRODUCTS herd machine screws with "Diamond., type caulking, at a Materials: O 18 gage for fact, sheets , internal reinforcing, etc. Hinge and dour, closer masonry. Concealed ;astenings; Phillips head machine Z Q Q � reinforcement 3/16" x 1-1/2" x length required flat bar steel . Pan form screws at tapped hc!es in. steel ; Phillips head machine : . Clear gl^ss manufactured r PPC . LC1 American Saint ioor face sheets. Install interna) bracing around entire perimeter of door A. Materials: screNs with "Dit:mand" •yet' caulking anchors at Masonry. Gobain., Mississippi Glass co„ or Architect approved. "E" Q Q and full height of door. Instal ) suund deadening fireproof insulation full ] quality double strength to 12 sq. ft. in area: 3:'16" �t 0 height and width . Provide top cadg!t of exterior door with continuous, flush Aluminum entrances, including doors and frames. 2. Hollow metal aoors: Butts wilt: mar.h:ne screws . Heavy Sheet to 42 sq. ft . 1.'4" polished plate or float - channel cap scaled with [tot metal . BevcA door 1/8" in 2" at latch stiles . p Weatherstr;pp.Ing, with sheet metal type screws . n (a) . Extruded sections: 6063-T5 aluminum gigot•. glass to 72 sq. ft. unless otherwise specified or shown on � �..J (w � Fit doors: to 3/32" clearance in frames, 1,'2" over finish flours arm 3!16" drawings. Where drawings indicate tempered glass (Symbol m � over thresholds . 3. Thresholds: Stainless steel to match threshold . TGL) and at locations where glass is within 16" of floor Cc 0 � (b) . Glazing stop and beads: Snap on stops with l + r Phillips head machine screws with "Diamond" type line, o. within 4 feet o. a door in he same plane, pro- f. Fabrication of frames : frames of 1t; gage steel , hall non-stretch, high shore vinyl both sides of glass , , vide Pittsburgh "Herculite" or Libby-Owens. F W incorporating a 60 lb. test fiber-glass cord bonded caulking anchors. 1 '4 - 20 min. size machine Screws . L d to gi turd /2 to ]ex" ties of steel in gages and design to anchor to wood frame walls, or concrete or specified quality glass tempered to give 4 1/2 to 5 ILL 3-0 block walls, 3 tics per jamb. Furnish floor, anchor clips , Phillips st"Reto vinyl . times strength of annealed glass of Same thickness by � Head" tyre concrete anchor, bolts, and other items shown or required. Make. NOTE All exterior fastenings to be stainless steel American Tempering Co. of Union City, California or by corners and arises sharp arid clean, fully weld frames corners , grind smooth tc ) . Fastenings: All screws, nuts, bolts , a:nd to match finish called for . 'Safegla7e" by Permaglass of Torrence , California . Per- to produce in--visible Joint . Hinge reinforcement: 3/16" x Jamb width, fastening; devices aluminum. stainless steel or other manentty mark each light with marker mark indicating nun corrosive material color to he inconspicuous in r ) /1 p glass is tempered. D. Do all drilling; and tapping for installal ion u1 !,atrriware . finished installation. 08700 C;' HINGES U , , F ,.; tt � : i o� 2 . Glazing! Materials : A! 1 materials of color which ! c. (d) . Door framing sections: Not less than . 125 ' Doors : ,Symbol Al : . u.-nish w!d,.; as required by swing and ^t. Pro- After completion of fabrication, thoroughly degrease, ect:on determined b formula: T;%1,e the door thickness 'us trim ra ection i•►conspicuous in completed structure. matching opening clean and honderize work by steam chvmicaal process and give external surface thick. j )' le in j frame when standard matching color is available. :nintoS 1,'2" , heigrht 4 1.12" ; 1 1/2 ;,air per door, Five knuckle, roan- rising; g of doors arid surfaces, both inside and out , of frames minimum of two cor,t.s of' (t ) . Finish: Color anodized, (x125 Dark Bronze) Full floating, stainless steel pita, button tipped, concealed hearings. primer nn f:amr.s and two co;,ts, of primer sp:rfaccr on doors . Exterior door with "Allen" head stainless steel set screws in barrel to make (a ) Glazing compounds for exterior glass liter : or• prior approved substitute. pins nor,-removable: Lawrence Bros. , Inc. BB4101 , two bearing, regular weight . Gun grade one ptirt silicone rubber supplied with F. Louvers : Louvers %hall be factory installed insert type manufacture's recommended primer. Genera! Electric with Inverted "1'" baffles . Louver blades are to be 20 gage sand ihf- frames to M . Manufacturer and type: United States Aluminum . for Architect approved equal ) 2"x4-1,'2" flush Series SCS 1200" or Dow Corning" 781 " or Architect Corp be of 18 gage welded steel construction. In fire rated doors: FI, louver. u 08700-03 DOOR STOPS & SILENCERS p,,. c._a glazing system, with narrow style doors, radius edge, with square- strips . Reinforce vertical mul - (b) . Glazing Tapts : Exterior lftes : Polyiso- lions as required fur wind loading;. Door, Stops (Symbol S) : Verify wall construction and furnish fastenings as bt:tylene bury'. , 1;S" thick x depth rabbet, reinforced 08110--03 EXECUTION required In 0870-01 -G. Glynn - ,Johnson WB 50 (WB-60 at locks with cylinders stud pre shimmed alit• synt!:et!c rubber :•ad centered in (g) . Hardware: Dead latch, blade type ( to receive or buttons ) at all interior doors and all in-swinging; exterior doors. Protide tape. Tremco "440 F^e-shimmed" , or approved, h o A. Shim door frames to give full bearing; under connector's door silencers at all hollow met.:] doors, three per strike amh, Glynn-.lohnsor. p pl 5rhlage Cylinder) latch: Door pivots at top and P = � Select metal shim of size to prevent warping; of frame and to make permanently t - - Type 64 or 65 gray rubber type. f ' :r •^ l ' t rigid installation. Shims concealed by minimum of 1/2. bottom, Overheard type door closer, threshold, tett Gaskets o. a. •alar• c era shall be acopren,� -, ip pull bar at exterior face of door arid panic liar. "T1f13 DOOR M(JSTy) Weatherstrip ja►ohs, head and sill of door• also i 1�E3�1AIN UNLOCKED A70U-04 THRESHOLDS (oat. vl:;yll rubber with anti-stretch reinforcing;, '` B. Hollow metal doors projecting beyond frame when door, is and of color which is brogtze or black. > (:gored will lige rejected. along dead- latch mechanism. At pair of doors' IMING HUSINESS W provide 3-pulnt lock. Provide at each door head►HOURS'' IN LE,'T1'lt:' t,resl:olds (symbol Td in color to match aluminum) sign with text : )NOT LESS THAN Pvink�n 170A, aluminum threshold 1 '2" x 4" at out. swinging doors . 08810-03 EXECUTION , SECTION 08120 -- KNOCK DOWN METAL DOOR FRAMES ONF,-INCH IN HEIGHT A. Jnsta]lation! Set lites over 5 square feet in area with�+JN A CONTRASTING 8700 05 LOCKS & DEVICES waves' running horizontally. Exterior lites at aluminum frames : Instal '. :h) . Glaxtn(;: All glazing; to be I" insulated glias=,--,*, A UND. with specified lazinI r 120-01 GENERAL except. use 1 4" single glazing; only In dots r,:;dLocks: Sch!aEe type "C" . Orbit design., 2-3 A' backset complete with � glazing gaskets with glazing blocks and tape as required. ..ransum ;pan•1 s above dnors . tetnplaate box Strike. ":•ovide cyl ,.ndi'rs for, inside arid nuts;cdp of alumi- our^ entrance door's . (;tote: Providt, Olymplad design. f )ever, type) at a'_i A. Ad i 'p la ' A . Furnish knock-down metal frames of sizes and types as 2. Sealant : C.r. "Brasier 1300" t►r, Dow Corr,iiii,. 10 *o4 .1pt ..•. . , Adjusting and cleaning: At floc.. acceptance, glass shy:. . ,oi .,e room rino. ti shall be tight and free from rattles . /remove excess ' � ::bown on Drawings and floor Schedule. 780" . Color to be inconspicuous in finished to:tallrptirpr, g'• glazing F.ompnund Q 1 during; norma:! work life of compound. Trim tape above sight lines . p Panic Bars All except n!uminum e::try dnnrs, Monarch ir19. .111 aluminum (n entry doors panic bars to be standard equipmer:!- as provided by manufact ure:•. C 08120-02 PRODUCTS ., H. F'al,r•icat ion: _ A. Dear Frames shall be "Timely" prafinished steel door 08700-06 DOOR CLOSERS W O 1 . Provide. sections with clean, straight , sharply SECTION 08820 - MIRRORS CO''' co P frames as manufactured by Timely industries , Los Atigeles, California . Frame defined lines free from defects impairing strength and Where called for by symbol in hardware Schedule, f::vnish interior or exterior 08820-01 GENERAL P U material shall be (:old nulled steel supplied in Commercial series "("' (18 durability. Dolor's to have symmetrical top rails and type door closers of size per manufacturer' s schedule for application involved. gauge) . steal shall be prefinished in standard colors - color to be selected styles • and to be completely wet: ser-stripped, securely Verify all conditions arid supply proper, ,hors anti arms , Symbol Sr: LCN' 4110 A. Provide mirrors w!thout. frames and of sizes shown and by Arct►ftcct . Provide premitered casing; sections, aligning'cor•ner inserts W *y I joined and reinforced, Size: See Door Scheduler. Make series , surface mounted closer . at locations shown on drawings . Z and hinge reinforcing; plates (14 gauge) . all cutout operations accurately for hardware preparations iff 0 r and reinforce as required. Fit snap in gl;piing,. bonds: . 00700 07 SPECIAL HARDWARE 08820-02 PRODUCTS ready for glazing.08120 03 EXECUTION A. Weatherstripping,: All exterior hollow metal doors , A. Mirrors / 1" "mirror glazing quality" clear plate oz- 2 . r2 . Fabricate per approved shop drawings and h;,rdw,,r-f, weatherstrip doer bottom with Pemko 222A1' door, bottom, jamb and head Pemko float glass, silvered and copper platen back . Back all edges coated with A Instal] per manufacturer's recommendations and printed list . S88. Interior ;•toted doors S88. Provide dour top protection at exterior clear• waterproof varnish , instrc:ations ' hollow metal doors - Pemko 347 & 61; . B. Fastenings: Clear plastic "L" fasteners with wood screws SHEET NO. SFCTION 08200 - INTERIOR WOOD DOORS 08400-03 EXECUTION !i. Special tools : Furnish one set of spanner head screw- of sufficient length to reach solid backing ~� drivers for each size of spanner` head screws used in butldtng. Furrilsh to 1 08200-01 GENERAL A. InstaIlatioil: General Contr'ac'tor for his use during insttallat .ion. When project :s con pleted, Contractor to give these screw tit ivers to Owner' • 08820-03 EXECU'T'ION SP C A. Eu:•:,i s1. :::' cr i c: auuc! doors , of ,i ze, type and arrange 1 . Erection by experienced aluminum door and frame 17� J mens shows,. See "Door Schr�dule and drawings for door c.iesrriptlon. Provide subcontractor in accordance with instruction furnished install 's . A. nstal at locations shown on drawing, Typical over label as required by "Door Schedule" . by manufacturer. 08700-08 FINISHES each lavatory. -�-- B. Submittals. Submit Shop Drawings per Section 012C,O-OI , 2. Set work -plumb rtr,d true, properly aligned. securely :ocksets, cylinders, hinges, door stops: P.H.M.A. 613 Oil Rubbed Rron7e , Shop Dr•aawings Submittal Procedures, show elevation and dimension of each anchored' no coating (match aluminum entry door fur Inrk cylinders) . door type . 11 . Cleaning;: At time determined by Architect , remove all tip SW i.IPPER g=rOONES FRY protective r,aterials from work and clean tiluminum with household soap or deterrent and sir inking pvater. - ��r.7vas.-.-,.,, ........ ..,.....-..-.,«^....w�n+r+r.�rrornww.cw,x ,•.....,,..�.,. .,,.•n«r ^u,.nen.�.=..�n�t!r.m.+r,-„e^,.-.e,...a+��_ '"+"r�wr.wr•r�s.wn+ww o�w _ n.^+.,.,wee.mRwuw�s„ww+awwau�r r _ , .-. c e.+�r _ ._._ . �.. + ` _. . _ _ � I _ . .: � I ' I I I f i I f I I I I {� ( ( ..f�,:,,. .,...�..:1l f;� ._. I � �_`31994 IF TH T S DOCUMENT IS LESS T I V I I I III I I I I I I I I I I I I I I I 'T L 1 ( 1 1 1 1 1 1 1 1 1 1 1 T1T111111111171 I I I i III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIIII I I I I I I I I I I I I III I I I ,I I I III III I I I A�1' APRIL e I I 1 I I 1 994 t LEGIBLE IIIAN IJI S NOTATION, 1 I `�,, I .� 4 5 I 9 10 11 1 IT IS DUE' IU THE QUALITY OF No 36 'I'flr ORIGINAL, DOCUMENT. - - -T -T -- ----- -- ------- -- - ----_- -- - - - _-. ,-- _._- ._.- $ Z 88 LZ 9Z BIZ tyZ �EZ Z IZ OZ 6I 8i LI 9T S1 6i > T Zi TA�TI i 6 I L 8 4 � � �� << ll1111111ll 111111�1111IIIll�ullll;a Ili I lllll a �!�lllllllllll Ills III► Illi Illlhal 11 II I I►III ll�llll�llllllllllll IIIII 11►I II III I►IIIIIII Ill I Ill III II► I�IIIIIII,►�►III,IIII�IIII{Ilil�ll�lIIIIIIIIII I�I II►VIII 111111 III I I II1IIII IIII�IIII III►� I II 4 , SECTION 09270 - GYi'SIJM PRYWAL's, h I N I SH I NG SECTION 09650 RES'!.f ENT FLOORING � ' Wood . - FINISHES a. Sandpaper smooth, then dust off; seal sap and ),ATE MRS. DIVISION 9-- --- -- S S knots. After prime at, stair, coat has been applied, 09270-01 GENERAL -0 GENERAL, fill holes and cracks with putty or plastic: wood . 09650 1 SECTION 09250 GYPSUM pR1'MIALi. - A, Provide• gypsum drywall joint taping, acrd ! iuishl1w treat P:•ovide resi1 ,ent i '-outing; work at locations shown ;.i, the drawing:: and on 4 Linc Alloy and Galvanized Metal � ' , � ! mens for fasteners and for, metal drywall beads, trims and control joints 'fhe '•Room Finish Schedule a Thoroughly clean with surface. conditioner and a Archit{rct shall be notified immediately of any problem areas nc. of cuertlmer,t of prime with galvanized iron primer . y fasteners and joints during; the drywall finishing; `� 09250 01 GENERAL a. Provide gypsum drywall board work. including g)'psum wall 09650- 02 PRODUCTS 5. Non-Galvanized Steel and Iron �� 1')p a Removt• grease. rust , scale and dirt . Touch up board , t�:ctenings , caulking and accessories at gypsum drywall locd'tions whe: r 09270-02 PRODUCTS d;rmaged areas in shot, coat . Where shop coat. is -� shown on dra►ri n s . Definition of cors t ' ,e per Fed. S ec. SS-Ll oc t 1 ) . A Sheet v i ny) : Congo 1 Pum Floor nor Ever c,r ,Arc•h i t er t approved '143 g )! p p g•;ge, 6' wide rolls per Federal Standards I.-F-001641 , Class I . asphalt !,ase, .,p{sly one { 1 ) cunt. polyvlttyi acetate .1 -- substitute, 090 A. Joint compound, joint tape and finishing or topping; compound Color its selected from manufartu^er's Standard line. 15ymbol SV) asph,ilt seller hefc.re applying finish coats herein - B. Dry T:,terior Huilding shell to maXtmUm 15% moisture shell meet requirements of ASTM 0475 he, made or recommended by wall board .after sperifted. content befo;•e instal ! :.Pe gypsum drywall . rnanufactarer whose material is to receive drywall finishing; and meet addition B. Rubber Base: Burke's Flexr_o of Architect approved sub- al requirements specified below. stitute. 4" high rubber. Color as selected from manufacturer 's Standard line. 09900-03 EXECUTION 09250-02 PRODUCTSShall meet. requirements of Feder'U►. Spec. SS-W-40A. Type ! . (Symbol RB)if. Materials : °, 1;,;�; :,•at !on vi Poi.^,t ^d Finish C. Rubber Stair 'fre•ad: I-'lexco 400 diamond beads , length a5 A. Gypsum Boards; All 5.,8" !hick acid 4 ' w:de. :::less other - ' , Joint compound Plant -:nixrci vinyl base ;Dint taping required. Skirting, riser and landing, tile: motet: stair treads . T . Workmanship N � , wise specified , compound in either machine or hand tool consistency for a. H:g;hest quality, performt-d by skilled crafts-ran, : C type lit' equipment employed, except joint pt'efiII for U.S . 1t. Traffic Tiles: FIexco "Flex-Tuft" , 12"x12" square tiles . and in accordance with mauufactur•er's directions . M Gypsum wa! l tionrd , st and,:rd regu e.ar in i sh wall hoard • e • Gypsum w,tl1 board Type SW shall be USG "durahond 90" joint. Spread material evenly, wltt:ou. ':ins or sags ; sharp � A (symbo! Gla) meet requirements of ASTM C36 tapered edges compound only, line:; aga. nst glass, other materials and different o,­ C'SG type SW P:asPd edges Ecig;ps pa;�pr tiound Type i' 1 09650-03 EXECUTION colors. lary colors of successive coats slightly to j: 0 b 2 . Cypsutr wag '. type "X" {Symbol ftBXl meet requirements 2 Joint reinforcing, tape: Spark-perforated and where frames sand tri Sandpaper exposed surfaces of doors , nscrd for corner application, pre-creased. ,t . ',ay resilient flooring as directed by Architect and 1n frames r.d trim between coats Allowample time W O off' ASTM C36 for type "X" wallhoard with tapered edges or USG type SW eased edges . Edges shell be paperboard. Fed. compound: Compound special purpose strict accordance with manufacturer's printed instructions. between coats for thorough! ; drying, }'inir,hinY-top!►ing, n va Spec . SS-I.-30C, Type Ili . Grade X Fire-Retardant Core, finishing or toppinp compound designed for finishing over, S. Resilient flooring shall -lot be, installed until muffs 2. Defective Work c tape and not all- purpose ihpe. Compound USG "Dura--bond , a a. Contractor responsible from whatever cause. tore tests on concrete floors oo. s prove satisfactory to Installer. 3 . Water Resistant Gypsum Backine Board (symbo-' GBWR! Joint Compound- Refinish at Contractor's expense. Repair work Topping" , Kaiset• "FC" Finishing Compound, p ep meet requirements of ASTM C630. National Gypsum "Gold Bond Topping; Compound" , J-M "Tc:ppiop C. Preparatiot: Materials: Cleaning agents and equipment , damag;c•d during construction, leave in first class Cr,mpa.e•td" , Geo►p,i.t Pacific. "Topping Compound" , or• patching and leve! Jng compounds, substrate sealants end similar materials condition at, time of fins.! acceptance . "71 4 , Gypsum Sheathing, all 1;2" thick type "X' and 4 ' Architect approved. wide. Install per manufacturers printed instructions . type equipment as recommended by floor covering mater•inl man.ifacturer for type and locr.tior of substrate and other conditions involved. b. Where work is deemed to be defective by the See also Structural Drawings for nailing requirpmer.ts. C, Cc;mp„utid Mixing: Finishing- toppino,, compound and Joint Architect , the Contractor shall refinish the surface pir.-fill mixed in strict accordance with m„nufacto, er• ' -, ;,rented directions . as required until the desired result is obtainpd. R. Fastenings: Ready-mixed compounds ctsod as they come from container . SECTION 09800 - CARPET Application of mat:erlals specified in this Section: signify the painting subcontractor has accepted the substrate and guarantees the desired results . If 1 . Nails: 09800 c!1 GENERAL defect ive work is ' 09270-03 EXECUTION (a ) . Single ply 5.16" thick wall board : 5d , 1 -5!8 , judged to beproduct hosed problem A Carpet allowance equal to $16. 00 per square yard by the painting subcontractor, he shall consul- the 19/64" diameter head, So. 13-1 '2 gage "Parkerhead A. Examine• work to receive gypsum dryw;ill finishing and deter- installed . manufacturer's representative to obtain a cure. Dritites" or 6d, 1-7,,8" . 1 4" diameter head No. 13 mine acceptability of surfaces and installation, as application of finishing gage cement coated or chemically etched. work without objection to unsatisfactory or incomplete: wallboard installation SECTION 09900 - PAINTING Z constitutes acceptance . All edges and ends of gypsum walliboarad shall be in R. Finishing Schedule C. Accessories: 26 gage galvanized steel . moderate contact asci where this condition is riot met , either have wallboard 0 ontact- corrected at, rough tape and finish joint , regaradless of location. 09900-01 GENERAL, 1 . General a. Contractor shall obtain Color Schedule from 1 . Corner bead: Casirgs-WPstern, Inc. . Ko. 220 "Corner11 drywall fasienings shall tie fight . Guard" , USG Dur-A -Bead; .T-M No. 220. 1("o ; : . 8" , ainimun. Architect prior, to paint application. '^ �-- A. Provide painting and staining where indicated on drawings. Lu� O 2. ` " Casings-Western,sedge:sha a -Western, enc. No. 106 "Wide P Finishing ,joints: Specified finishing a:• topping compou.nc pg ` for type of wall or ceiling finish drywall is to receive shall be spread even- 13. no finish required on the followin:, b. Work schedules herein is in addition to shop CO Q arge 1 l,'4" , !.'SG No . 2009; .T-M No. 106. Angle 1Pg aver ends and edges of wallboard same dimensions as ural '. bocce ly over and extend slightly beyond fill coat at; all joints . Finish and ro,�ars specified in other Sf�ctions . ► feather to smooth ;:nifarm finish. aver tapered edges, finish faint shall 1 . Items 'raving a complete factory finish. M C . Symbols on finish schedule indicated material [L < � 'hickr.e�ss fully erne. ir.g ka.lbaard Pr.cls and r ,iges. not protrude beyond l:lane of surface of wallboard . M z 2 . Non-ferrous met.:la , unic!ss noted ot',lel'wise, and number of coats , EN/2C indicated Pname'. in two Cc Lot O 3 . Control joint : An "L" shape edge trim back to back . C. Fastener depressions treatment : , Taping; Of i:l]-p'.rrpose coats . UJ LL compound applied as first coat to fastener depressions, followed by minimum C . CoIors 1 2. Exterior Metal Doors two additional coats of finishing or topping compound. � Z (f) Lu 1 . See Color Schedule provided by Architect Z Z � O 09250-03 EXE".UTION D. Patch and repair work damaged by other trades and removes � , a. Exterior hollow metal doors and frames shall Z equipment -..,d debris from site at completion of work. D. Labels receive two (2 ) coats alkyd semi-gloss enamel over O A. App iicat ion: ;.crime coat or fac' ory-finished items . Z 0 0 E. All pcitited well & cei '. ing; surfaces of gypsum drywal ! to 1 . Deliver materials in original containers, nanu- CO � In general , install ceilingTs ht•ic►re walls . receive "orange-pea! '' textured finish. Prepare sample for- approval by facturer's labels thereon . 3 . F.xterll and Interior Metal Work Architect prior to texture finish. A! ! textured ceiling surfaces to rec.eiv�, a. A11 exterior metal work and mechanical work O exposed to view si:a!1 receive two !2) coats alk d � 2 . Apply with all edges and enols of wallboard in "popcorn" text;::-e. E. Weat;rer Conditions ` y ' I0 ►c + arc• contact between abuttin * feces o! boars! somi gloss enamel over prime coat or fartory- finish C moderate t t. p i SECTION 09300 - CERAMIC TILE 1 . Do no work outside during; damp weather, whP.re lemt ems Mic � =5 3 Where interior angles receive joint treatment , app v erature is below 50 degrees F. or until surfaces have thoroughly drier! from effects of sue!, weather. M.,.!Drain -l . Exterior hood Surface to Stain wallhoard by "floating;" interior angle method, unless a Two coats of Olympic Strain Produrts "Solid ► prohibited by fisc resistive construction requirements . 09300-01 GENERAL proper temperatures and adequate ventilation for inside t,` work . Do no work when dust or inserts ary present. Color Oil Stain" in series 700-900. Stair, applied 4 . Fastening drywall : A . P:-oxide ceramic: file :materials where scheduled oat drawings as it comes from well agitated container or prior, W Cf} for floors enc: walls . F. Protection ;slid Cleaning: appro:•aI . Back prime all wood surfaces to Stain. (a) . All gypsum wallboard nail or• screw applied 5 . Interior Dtyw.rll !all areas except as modified With fastenings not spaced eced Jess than :i/8" not more 1 . Protect i:djacc�t►t work with drug cloths• clears prtint `r � --- J than 1/3" from edges and ends of perimeter of board. 09300-02 PRODUCTS splatters ar.,i stains from completed surfaces . herein) . v a . Interior d:•S•w,:! 1 where noted "Enamel" shall (b) . Perimet-er fastening iota late and sale at to N ter.'als. +laxed tile. ceramic mosaics selected from G. Inflamm%.b]e Materials receive two (2) coats aklyd semi -gloss enamel . Where and bottom is required. p p Americas. :)leas. . Dallas Ceramic , Cc! ! , :'piled Steres or approved suhstitt:- scheduled for "Paint , drywall shall receive two f21 coats latex paintSPP Room Finish Schedule for tion. Ceramic Wall T!I P to be 4" x 4" N.T.R. by Thnm ►son Tile Co. or approved I . Take extraordinary care to prevent fire . Keep rubbiaP . I 1 (c) . Nails and screws driven name with brads qu,:l cloths and }oil r ' g:,g;5 in t i htl closed metal containers or finishes. F . ' � slightly below surface of wallboard and in manner remove from building at close of each day's work. + • 6. Inter.+or Wood .ruors r. •P Trier not to fracture facie paper with fastener head P Provide 1" x 1" unglazed tile an floors. N. Mrterials far Mai;itenanc,c, a . One ( t ) coatcoat �rirne:• and two 121 coats oil hese Screws driven with electric screwdriver. ename'. (d) Fastener- schedule for drywall on wood: 09300-03 EXECUTION I . Leave on ( J ) gallon of each type and color of paint I • �on site where directed. Label each can for positive• 7. nter:or Knock-down Metal .rao.r� Frames ( 1 ) . Sing;lr. ,1� : Horizontal surfaces fasten A Ceramic products and colors selected b Architect from identification. a. Two (2) coats alkyd semi -gloss enamel over { P ' y pre finished tactors finish. at 6" o.c. at each supporting; member. manufacturers standard color selection. I . Scope of Work Vertical surfaces 7" o.c. at, intermf-diate location for screws. Ti. 1984 }landbook for Ceramic Tile Installation. 8. Wal ] to receive vinyl covering; sha! '. be sealed with 1 . It is intended that all finishes he painted or "sealer" that will not he detrimental to the adhe- 5. U,I wood frames iart:itions , vertical and horizontal , I Concrete floats on rade with thin set method. finished unless specifically noted as unfinished . sive of the materials being applied. Verify type � ( cg prior to application. wood furring;, wood framedg+,ceiling of joist ~ or- suspended r suspended wood framing;: 2 . Walls , Methoc! W244 81 u9900-02 PRODUCTS (a) . Single layer: C. A'S'S! S 137 1 - 1980. A. Material : }iig;hc•st (1u„ lily produr.t ltudda Faiot ['o . , Millet Paint Co . , PK, Industries, Benj . M,lnre , Fuller, Ameritone a'aint . Sherman ( 1 ) . Apply board in maximum pr•ac•t !cal 1cnF;tI's , SECTION 09500 - ACOUSTICAL CEILING SYSTEMS with long, dimension parallel or, at right angle , Williams ,:orf Glidden, lir• prior approved . Samples y to vertical framing; me:mher�; and at right angles ■ only to horizontal (ceiling) framing; members . 09500-01 GENERAL. ! . submit samples of all colors proposed for use on : h,• Work . ohta i o Owncr ' s approval . Stagger joints in board when applied at right. :angles to framing members and allow maximum A Provide acoustical ceiling : '.les :lid suspended system at ¢ 2 . Paint 4 x 4 minimum sample of major colors ( i .e. f] possible distance between joints . All abuttinl: locations indicated at: drawings . All acoustical ceilities to be "one hot:'" field color, accents) on building; and surfaces to receive ends and edges occur over framing members, rated ti!P and grid assembly system. except edges when joints are at right angles to paint . Obtain Architect 's approv.l prior to continuing;. C _ framing members. Joints on op•osite sides „f 0 partition arranged to occur on differentM f► aminf: 09500-02 PRODUCTS !r. Mi:,inE' „lid Thinning YI �4­0members . ~ � ( 2 ► . Na , ' ing; tc► p, sicced from cent sal pus t run ul A. Matf•riEls : 1 . Proprietary Products a. Mix and r h i n in strict accordance with mans hoard tow,,rd the end and edges . Double n:! i1 facturer's printed directions. U W � where. board is not tight to framing. . . Acoustical unit : Fissured mineral fiber tile 24" = a 4- Q x 48" x 5,18" thick , square edges . Light reflectance 2. Other, material:: r- l3 ) Sidew.tI I vert Peal angles : Over Iiii, h„.►rd I.R- I (over 75%) , Flamr Spread Class 25, NRC Sper.ific- a. Mix and thin in accordance with standard _. at internal c of n,•r f r;tminl; per floating ang;Jc. tion Range of .55-165. practice. as approved.method. OvPrlappinp board applied to brine; underlyir,l, board into firm contact with fact: of 2 Suspended ceiling system shall he exposed grid system r;. Preparation of Surfaces framing member behind it. No fastenings to with components formed from rommerclal quality cold-rolled corner, stud ,ermitted in underlying; board. steel . electro lta]vanized. Exposed finish shall be low I I . General Sheen satin white. Thr- ceiling suspension system shall SHEET NQ 6 . Installation of accessories : install accessories gp rt the ceilin assemble shown on drawin s with a a• Put surfaces ih proper condition to receive paint sir ' ° E g. and other- finish. Contractor responsible for defec- straigrht plumb, level , squarer, and true to required maximum deflection of 1'360 of the span. five work flora ariv rause, includinl; unsuitable and angles . Install in longest lengths possible and with lmproperly prepared surfaces . tightjofints . Trims installed with mitered corns: :+. 3 • Provide seismic latera] bracing for suspended �� shim if necessary with mitered corners . Shim if' necessary acoustical ceiling system as per U. B.C. requirements . 2. Protec•tIof) with metal shims of same metal and finish as accessory . n. ltefore al,plying+, paint at, other finish, remove Attachments rigid enough to hold accessory in required locations . Fastenings at maximum 12" o. r. . Install right 09500 03 EXECUTION lig+piafidt':,� r1yu.tnd oimfTariitaemst rtsjPlNcceuponates, to materia] abutting drywall , except at control joints. romplet ion. Remove doors to paint hottum vdpe. A. Install ceiling ,es mannfrtrturer's printed instructions• Fmp.loy skllled craftsman for removing, and rc:instal (a) . La c a t I a rl!i At cortivrs and edges exposed-to- per• (CISCA,' , :and ASTM, C636 recommendations cit locations shown on drawings. ' ing; ;above items . Where paint is to be applied to view; where drywall receives paint : :and where flex- glass. clean g*,la5s thnrourhly before painting. 1 ;;7r:►t, 1,1 UPPER. EX3(3t,(ES FRY iblr wall + nvc ring; at- other hot no metal trim re- ', !gbh! fixtures shall be supported by wire hangers -M t , -« - corner.at each e: . '+ca OF -' gaited along; flour where rubber h.•asf• or.r_urs c n '- ... m_.. .•- lir.: ,..<...._ _._-«. . --.., _.� _...,..y.r �.,..»n-.q•...r.-..,....�--_..-,-,•,.......s�,.,......................,xw....,w:.,_.M,.,.......:n-w..«...•..,M,..«..w...ww�a.r•v,...+trim+,Moe..M!fAv.nvnv.P.,»4rw +»M.+p.wl�rrwwn.ww.,..m....:.r...,.....«a....w..N�iM'9r.Mi'�.'•,�'^4::.,e.+,.. .. wrn...v.......,r.. MIMIIN1�Nlld�lh!':,.i.T:.i�lr•.._, ,. w ....- .w..•.w,... .,...._........u,.. .,�.i,.. �,...W,u:..�os..h..M1.i..N..h..!MMRYtlM+Nem..�•.IMR...+a.,.u„Xli.lY..lYUai "M,� ...welMwna,.:w......n.rn...,x.+R.wsprtew,:•. ... ...,.,.....,-r•...-+n•...,.,..... _.-_._._..__.. �..,..... -...__:..,.:.-:_.....�i. __......r.... .. _. .. ,.a,,,n r .K+r-fa ,,a,. -. n M _ I► I III �III f1111 i1IIli (III L-iI I111I-I- Illy Jill 11 LEGIBLE THAN THIS NOTATION, TT� TlIIi �I to1 I11IF THIS DOCUMENT IS LESS 'T I I III IIIIIII IIIIIII 1113 5 ' APRIL 28 1994 t P ..�..-,._ IT IS DUE TO THE QUALITY OF _ _- No.3e I E Z 8Z L7, 9Z �Z IrrII 6ZIIIi�IiEIIIZIIil�llll ZIlli�IlliZ l1011lZll ^llll�llll ' lllli111111111111l�llIflll EIlii THE ORIGTNAIDOCUMENT. i- LII iIII�IiaI,IJ3rI,! l u .6 L 9 ll I8I L 3GT IIIIIllIII lll�4lll ll6lilllllllIllllilll �lll l11 Ill9 I,IIIIIII�►II{Il,ll�llii ,►ll�,►II III►�IIIIIII►l� ,ILII i III i SECTION 10800 - TOILET ACCESSORIES 9. Hardware and Miscellaneous: MTE 10800 01 GENERAL a) . Hinges: Typical oii casework. National Lock, 2 x 3-5i 18" or 2-1/2" x 3-5/8" No 58-211 or 53-1807t; Provide toilet room accessories in toilet rooms . LNM 302 , black . On swinging doors : ChJuispoRli, bronze, w/F-10 fini.,ih.10800-02 PRODUCTS h) . I'uJ)s for doors and drawers. National Lock � y �• A Paper towel dis;senser: !recessed, multi-fold paper No. 61 -821 , black color. m towels, removable steinlPss stee! waste container is locked into cabinet . > �� Rcceptaacle 8" deep, with rapacity of ]2 gal . , extends 4" from wall . Bobrick r ) . Koller Vuides for drawertc: 8-3944-Satin finish stainless stee'. . 11 . Typical drawers: Grant No. 336 or Knape 019 h Vogt No 1300. 1. 116 B. Toilet paper holder: Surf'acP mounted multi roll , stain- 2) Shallow drawers : Grant No. 306. less steel with satin fiCistt d1 . Adjustable shelf clips: Knape R Vogt. 346. V. grab bars: Bobrick, Sn50 Series; Accessory SpecJalties . loosIIOK Series Shur-Grip or, prior approved substitute. Bails 1 li4" D.D e'1 Magnetic catches: Ives t325AC,9 magnectic Stainless steel tubing, with knurled grip surface, 36"x42" long. Concealed catches i.-a brown metallic: lacquer . For doors mounting with tamperproof stainless steel set screws. Locate grab bars in without cabinet locks (CDL) and for active leaf of =o, accordance with ANSI heig?ht and location standards , See plans . doses with CIIL. D. Facial Tissue Dispenser: Recessed Facial Tissue Dis- f) . Fastenings : All cabinet hardware requiring penser, stainless steel faceplate with satin-finish, B 355 , wood screws for fastening furnished with COARSE THPUAD SCREWS (Sheet Metal Types "A" ) finish to match r 10800-03 EXECUTION cabinet hardware . 'r A. install per manufarturer's printed instructions at loc:a g) . Provide all other hardware, shell' standards , a s tions specified and indicated on dr•awingsbrackets, etc. , where indicated. n Ilia R. Paper towel Dispenser required at each "multiple water � N. Fahric:nt io►►: 'n closet " toilet rooms . I . All parts machined for accurate fit and assembled C. Grab hays as shown on drawings . with appropriate fastenings and Adhesives to result in true, square:, level , plumb and rigid units. 0. Toilet paper holder required for each water closet. . 2 . Job Dimensions : Verify dimensions of all cabinet locations in building before fabrication. Fabricate cabinets and countertops for, scribe fit. Verify dimen- sions of work of other trades built Into casework. DIVISION 12 - FURNIS_ HINGS 3. Scribe Piece: 3/4" to l" wide at sides of casework units abutting, other materials. SECTION 12310 PREFABRICATED PLASTIC LAMIKATE CASEWORK 4 . All "exposed" vertical exterior surfaces of casework finished with vertical surface high pressure plastic. lamJ- ---'t""- '-" nate '.ere not behind doors or in drawers and with plrastit 12310-01 GENERAL laminate backing sheet elsewhere. a A. Provide: cabinet work as shuwa on dr•awing;s . 5. All of the following surfaces finished with cabinet Q liner: co � a B. Submittals: a) . Interior "exposed surfaces" . W ,^� W All shelves, on top and bottom of shelves . U) C 1 . Shop drawings: Submit detailed ,hop drawings, per c) . Hottoms of cases 4 '-0" or more above floor. _ Part 01200-02 Shot) Drawiiws Submittal Procedure•• , for d) . "Semi-exposed" portions of casework, except Architect 's approval and r.orrections before fahr•ication drawer bottoms back, faces of doors, underside of CL < (Z of casework. Siiow materials , dimensions, electrical base cabinet tops, drtd interior of cases housitir Cc Items, fittings, hardware and other accessories and only drawers. cc: W Q locations for wiring runs. Locate sink centerlines for W LL (D guidance to other trades. Show connections of csase.s to 6 A] I of folIowl tie surfaces finished with backing, sheet7 Cf) W each other and to adjacent work, whether or not. all W M:materials are furnished by factory fabricator. Show joint a) . Back face of doors. ( � � Q locations in counter tops and show method if anchoring; to b) . Underside of base cabinet tops . i W •-� O building,,. ) . Interior- of cases housing= only drawers. 0 2 . Rough-in Drawings: Provide four (4 ) sets of rough- 7. bottoms and Partitions: Nl.akc;boara, 3/4" thick faced Z � [� cr in drawings promptly after sward of contract for use by with high Impact plastic on exposed edges and plastic ec� Q mechanical and electrical subcontractors. Indicate sheat materials noted ntinvo Complete: skeJetun frames G ® Ir (.r locations of sinks, sink trim, electrical oursats, path under tops in lase cabinets. �- � C � for wiring;, et.c. � CL--- 6. Cabinet Ends : Fla , 3,4" thick. Faces as noted � � CL ._ 3. Samples : Submit samples of ]aminated plastic court- above. Exposed edges: Black high pressure plastic )amin- ' i , tertop covering and laminated plastic_ facing and backing ate. W ""- material for color selection. Obtain approval before LL fabrication, 9 . Fixed and Adjustable Shelves : 3;4 " Flakeboard W C5 Facings: Cabinet liner both sides. 12310-02 PRODUCTS 10. Backs: a) . Concesiled Bi]Ck : Prefinished hardboard of 1 /4" - A. Materials : thickness. 1 . Vertical Surface !!if'h Pressure• Plastic• I.amirlate .028" b) . Exposed exterior back: Plywood, 3/4" thick D1 V1 SI ON 10 - SPECT ALTI ES or, .035" thick of "Icst ur od" Textol i t.e, "Suede" Formier. faced on exterior with vertical surf face high prey- - - or "Velvet" Wilson Art , of one sheen, one man►afacture, and sure plastic laminate .ind on interior with lami- of any standard wood grain pattern selected by Architect , nate noted above. same woad grain pattern throughout. project . 11 . Ctahinct doors : SECTION 101 5 - TOII,F1 COMPARTMENTS 2. Colored High Pressure Laminate- Hacking Sheet : ;A) . 3/4" thick doors: High pressure vertical surface Neutral color, .035" thick , matte finish. plastic laminate factory bonded to exterior of mono- ,155-01 GENERAL lithic flakeboard with cabinet liner backing; sheet on 3. Cabinet Liner: Formica Cabinet Liner Grade -72, inside face. Black high pressure plastic laminate A . Provide toilet compartments: where indicated on drawings. 0.020" thick, in one color throughout project as selected self edges on all edges of hinged doors . from four (4 ) standard Formica Cabinet Liner colors . 13. Provide shop drawings to indicate size and arrangement 12 . Standards: Flakeboard or Plywood, 3/4" thick, high h of compartments , Show all pilaster sizes and anchorage details . Submit impact plastic edges. Z P P 4 . Countertop acrd Hacks}►lash High -Presssury Plastic Laamilr- A g shop drawings per- 0120-02, Shop Drawings Submittal Procedures. ate: Where tinted on drawings; by Symbol PC, and Jit addition, 13. Drawers: Fronts , flakeboard, faced with vertical where no countertop and/or bac.ksplash is noted on interior surface plastic laminate, backed with cabinet liner, except 1W elevations, countertops and backspalshes 1/16" thick Self edges , tap and sides, 10155-02 PRODUCTS "Textured" Te.xtolite, "Suede" Formica, or "Velvet " Wilson file drawer fronts of plywoodblack high prrsosure. plastic Is.. Self Fronts 3/4" thick. Ix Wilson Art . Color in .any one room will be same. . Color as A. !'aitition {noels and d(mis shall he• ri)nstructed of a selec.tecr from standard patterns or solid colors of otic: Sides and lacks plywood, 1 ;'2" thick, faced both sides with sandwich of 1!16" laminated plastic bonded to a solid particle board core, manufacture. c•at►inet liner. Sides and back edges with high impact edge laminate applied first. Finished thickness of partition panels and doors plastic, black color. Sides dove-tailed into front, is 1" . Doors to ber•e-notched and recessed to accommodate concealed control-- backs tenured into Sides. Hottom prefinished hardboard, p ). Plywood: Interior tir•adc N-F3 or better, Uoug;]as: Fir , led grav'ty type hinges. Where doors or pilasters are notched and recessed per P.X. 1-66, 3/4" thick, unless otherwise shown, hir�li houses into front sides and back , glued and stapled. for hardware and fittings, the exposed rore shall be sealed ag;ain:it moisture• density overlaid where used for base cabinet tops Inside lip of drawer fronts fitted with silencers . All Generally , ;iirartition sectiotis and doors shall tie 4' - 10" high trim cover of drawers mounted on specified roller guides . t Q polished stainless steel . C . Flakeboard: Density: 45 lis . per e:ubJc fncit . ]•f . Countertops : High pressure plastic laminate, counter - per foot . tJ) Moisture c:nnter►t : 8% or less maximum warp in 4f3" : 0.004" t.op maateridl , with matching exposed edges factory bonded to t C: B. Fittings shall be extruded heat tr voed polished 'and overlaid plywood. Provide continuous tops for, counter type � O � anodized aluminum alloy. Base of pilasters shall have it 3" high trim cover 7 . Presfinished Hardboard: Pigmented factory prefinish- cabinets: fixed ion a line, of polished stainless steel . Provide baackaplashes where shown and in addition, provide CIO 00 1 ed wood liber hardboard, 1/f!" thick. Oil Impregnated to end splashes where backsplashes are shown. tw: C) I C. Pilasters; shall be constructed similarly to partition resist moisture absorption. O ,.dnels, except they shall be 1-1/4" finished thickness. Pilasters shall be1310-03 EXECUTION rjj C) CY) 8. High Impact Vinyl Plastic Edges : Extruded barged r• fastened to floor with concealed fastenings appropriate to the floor finish. tee shape , sire to suit iraterinl thickness . Use for A. Installation: edges on shelves. partitions , behind doors, and drawer D. Hardware: All drors shall be t-quipped with concealed bodies, black color. controllr-d gravity type hinges. uppei aaiid lower binge bi ,ickvls shall he of 1 Workman factory trained journeyman, authorized by heat treated high-tensile cast aluminum alloy. Top hinge pivot door bracket manufacture.. . shall be reressed into the edge of the door structure. Bottom hinge shall support tile weip.ht of the door. Operation of the door sha:l ] be controlled G , Set cascsworlc ac•curatel% in place, level , scribe and hj• opposing; cams under spring; tension n,ouistrd on fixed vertical pintle . secure to floor• or walls . Provide connecting and at-- Hingre, sinal ] be adjustable to permit door to come to rest at, any ,ang;le and to tachirsg; devices , closures and trim members+ requires. SHEET N®. be self -lubricating. Door shall be equipped with concealed latch with face nu►rtised flush with c>dging strip and cast .alloy r.hrome-plated cont 1►oak 3 . Cut all holes in cabinets and tops to receive elec- applicd with theft-proof screws. Latch Jolts shall be tit^inless satee.l ani] tri call and mechanical uutlr !s , trim and sink,. Make cut- exposed esrutcheou plate and handle shall he polished chrome -plated cast nuts with rounded corners: to prevent laminate cracking. alloy tion-ferrous metal . Provide on the pilaster one {)ir•ce heavy cast non SP7 ferrous :alloy stop and keeper, Chrome-plated and polished, with 3/4" diameter I Ser]be taps, aces .p]as;hes and end splashes to alijUill- diameter rubber, tpumper lucked in place . Stop and keeper shall be through Ing vertical surfaces . bolted with one-way head bolts . It. Adjust ifir,: Adjust moving parts; to operate perfectly. E. finish -- Plastic: Laminate color as selected by Architect . C. Cleaning: Leave surfaces clean and free ft•err. defect::. , .. F. Approved manufacturer ' s : Knickerbocker, Satlymetal , See Section 0140 Cleaning; Up and Custodial Services for clean- 19-700 Stn] 1 iF,PF F- 1,ioo IES FPY Weise, Global , Accurate, Fiat . ltlg called for t 1 F ... ..:_ -.. ..._ .,, -..-. ,..:.;--. ..-.a:.a�,:•_-.-. .. _ ... .. .,...-., -�.__.,,Y-,"..,.r.....r .,._....,. -♦i^+..W+.x+,..'-T""' ...ww.....wr•W'..vrrr...rW'�,..;+,...,ga M„M'MM`y„�p�,y'w,srr'w.w�,. NN„+,1 h ,. Dew.n.*1n.f ..... - i4M W,"� '.:i:.: ,'.*e,..fy,MilMl MI111V},1 Ma�1.�f�'��P+1„'..:«.... ..,..r.r.:+,*,►'M•1'MAI(M .. ��'��...�rwa.. ....., ...1 _.. ..-. :,., ... - ....._..,... ... . 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