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' ma ' - SW Gar0 ..r�Mp�wMovM'; d � s Rw1 TaiLL _> ra>ar rcq V, 0575 SW CASCADE AVE , SUITE 130 TIGARD OREGON 87223 atiI pu I:d ewt 1, ;IME£*a1 il& c� Vie•:_ t r 10575 8W Cascade Ave, k �� Turtlend, OR 97223 FACILITY EXPANSION - � kfiANUFACTURING DRAWING TITLE REVISION DATE GO-0 GENERAL TITLE SHEET 001/07/05 ��. ,�,. •� �N ,+,.,a„ti�i.::�...,a �.,�•��+ .r�_I ,; ,4 � AO.1 ARCHITECTURAL - EGRESS PLAN 0 01/07/05 - '�` • ``' A1 .3 ARCHITECTURAL - PARTIAL DEMOLITION PLAN 0 01/07/05 A1 .4 ARCHITECTURAL - PARTIAL DEMOLITION PLAN 0 01/07/05 , A2.3 ARCHITECTURAL - PARTIAL FLOOR PLAN & DETAILS 0 01/07/05 A2 4 ARCHITECTURAL - PARTIAL FLOOR PLAN & DETAILS 0 01/07/05 r ` A2.5 ARCHITECTURAL - PARTIAL EQUIPMENT DECK PLAN 0 01/07/05 nr A3.2 ARCHITECTURAL - GENERAL DETAILS 0 01/07/05 ' A4.3 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 0 01 /07/05 �' k V A4.4 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 0 01%07/05 ti .j A5.3 ARCHITECTURAL - DOOR SCHEDULE /rFINISH SCHEDULE j WALL TYPES 0 01/07/05 J A6.3 ARCHITECTURAL - PARTIAL FLOOR F INI:,H PLAN 0 01/07/05 A6.4 ARCHITECTURAL. - PARTIAL FLOOR FINISH PLAN 0 01/07/05 r� A �1 `"' -.: ujW S0.1 STRUCTURAL - GENERAL NOTES 0 01/07/05 "' btoos Ywws.[. 1 v' n S2.1 STRUCTURAL - FOUNDATION PLAN 0 01/07/05 T W N S5.1 STRUCTURAL - FOUNDATION DETAILS 0 01/07/05 A w $mi = S5.2 STRUCTURAL - FOUNDATION DETAILS 0 01/07/05 Z S5.3 STRUCTURAL - TRENCH DETAILS 0 01/07/05 •- S6.1 STRUCTURAL - FRAMING DETAILS 0 01/07/05 VICINITY MAP ! z n M0.0 MECHANICAL - LEGENDS & SYMBOLS 0 01/07/05 ` w M0.1 MECHANICAL - MANUFACTURING EQUIPMENT LAYOUT 0 01/07/05 W M0.2 MECHANICAL - MEZZANINE EQUIPMENT 'LAYOUT 0 01/07/05 z M0.3 MECHANICAL - MANUFACTURING EQUIPMENT SCHEDULE 0 01/07/05 W M 1 .1 MECHANICAL - MANUFACTURING HVAC PLAN 0 01/07/05 C0. D V) M1.2 MECHANICAL - ROOF EQUIPMENT PLAN 0 01/07/05 M 1.3 MECHANICAL - PRODUCTION REFLECTED CEILING PLAN 0 01/07/05 t3 0 s " M 1.4 MECHANICAL - PRODUCTION HVAC PARTIAL PLANS 0 01/07/05 M 1 .5 MECHANICAL - PRODUCTION HVAC SYSTEM SCHEMATIC 0 01//07/05 11�A W M2.0 MECHANICAL - MECHANICAL EXHAUST PLAN 0 01/07/05 U 169.1 1111 ''� > M2.1 MECHANICAL - PRODUCTION EXHAUST SYSTEM SCHEMATIC 0 01/07/05 its M3.0 MECHANICAL - PLUMBING PIPING PLAN 0 O 1/07/05 ; tt:� _�_..�_� . M3. i MECHANICAL SANITARY AND PROCESS DRAIN PIPING PLAN 0 01/07/05 s M3.2 MECHANICAL - CHILLED & COOLING WATER PIPING PLAN 0 01/07/05 w t� M4.0 MECHANICAL - PROCESS PIPING PLAN 0 01/07/05 M4.1 MECHANICAL - INDUSTRIAL WATER P&ID 0 01/07/05 " 16e• M4.2 MECHANICAL - COOLING WATER P&ID 0 /07/05 e t call" 01 `�-L � ' M4.3 MECHANICAL - WASTE NEUTRALIZATION P&ID p 01/07/05 PAVED M4.4 MECHANICAL - STEAM SYSTEM P&ID0 01/07/05 � M4.5 MECHANICAL - CHILLED WATER P&ID C 0 i/07/05 RECEIVEDCt M5.1 MECHANICAL - DEIONIZED WATER P&ID 0 I 0 01/07/05 JAN 1 ti 100 \ k s M M6.1 MECHANICAL - N2 P&ID •,� ,�i%� /i �/ I� �as.� M6.2 MECHANICAL OFA P&ID 0 01/07/05 CITY OF I'IGA a 0 O 1/07/05 B RD 1 �: o /My, M7.1 MECHANICAL -- DETAILS � DING DIVISION ,. c68.3 E0.1 ELECTRICAL - GENERAL NOTES AND LEGEND p 01/07/05 E2.1 ELECTRICAL - ONELINE DIAGRAM 0 01/07/05 t ` > N x3 E3.3 ELECTRICAL -- PARTIAL POWER PLAN - NEW p E3.4 ELECTRICAL - PARTIAL POWER PLAN - NEW 0 01/07/05 \ �o // PROJECT to v1Q ' r�r ` W m = n W O 1/07/05 \ _ AREA // p E3.5 ELECTRICAL - EQUIPMENT DECK POWER PLAN - NEW 0 01/07/05 \��� �, \ / �� Z r E3.6 ELECTRICAL - FFU POWER PLAN -- NEW 0 01/07/05 7 `� / Na 0 mw 0 O. v E4,3 ELECTRICAL - PARTIAL LIGHTING PLAN - NEW / / `\1 `•163.9 ►At►K'a� �` " a4 F4.4 ELECTRICAL - PARTIAL LIGHTING PLAN - NEW 0 0 /07/05 1, , 3 u M 1 E4.5 ELECTRICAL - PARTIAL HI-BAY LIGHTING PLAN - EXISTING 0 I/07/05 \, �\ Cee - /i \ o 0 01/07/05 / 'ese n Ix 4,. E4.6 ELECTRICAL - PARTIAL HI-BAY LIGHTING PLAN - EXISTING 0 01/07/05 r F I ,?; o W= E4.7 ELECTRICAL - EQUIPMENT DECK LIGHTING PLAN - EXISTING AND NEW 0 01/07/05 �• "� w is • ��.+�. _ N ' 5.1 ELECTRICAL -- LIGHT FIXTURE SCHEDULE 0 01/07/05 r 2 W E6.1 ELECTRICAL - PANEL SCHEDULES 0 01/07/05 E6.2 ELECTRICAL - PANEL SCHEDULES 0 01/07/05 1\ 6 •ce w N � 4t E6.3 ELECTRICAL - PAN �s ; W N ,r EL SCHEDULES 0 01 0705 t1 ;rl 1 ( � Z "z EF 4ELECTRICAL - EQUIPMENT ELECTRICAL SCHEDULE 0 01/07/05 , '�� ` _ �. � } 4, 1 ` rC 0i F CT INFORMA-� ISN - w \ Q N PROJECT LOCATION: HEMCON TAX MAP: 151W25B-00501 o -" 10575 SW CASCADE AVE, SUITE 130 1)EFF�R�r" O-T"C z TIGARD, OR 97223 Firs so �„kler I LAN c a a � Fire A13nt -ZONING: MUIC a ae � z m o ' Mechenicd w Tye Z 0 0Q pl hind Itaw ColrlAet 2 z a BUILDING OWNER: AMB PROPERTY, L.P. GROUP F-2 Elea"�"� t 3331 S. VAUUHN WAY OCCUPANCY: TNa�E°g+nK`t^� Fr'r'"cue. a . AURORA, COLORADO � A�plt'iliq a a �' Sam Mwrn�lt x , W OBUILDLNG TYPE. V-N FULLY SPRINKLED a CITY o� Ti eo BUILDING MANAGER: TRAMMELL CROW COMPANY �?pQ ,.. (150-3) 644-9400 Condltipnaliy Approved.. ALLOWABLE FLOOR AREA: ALLOWABLE FLOOR AREA PER TABLE 5-B: 12_,000 S.F. For onlytheWVas �i0ENGIN Z• � 3 t4 PE MIT O °ay o�l� ...� , o ENGINEER: EVERGREEN ENGINEERING, LLC ALLOWABLE AREA INCREASE PER �. �rc�, c.nr:..7. Attac�� PR CAL` FILE: ' Jot,n 4 C n , 20827 t1W CORNELL, SUITE #200 FULLY SPRINKLED - ONE STORY; TRIPLE OCCUPANCY= 36,000 S.F. n 0� ��,EO Off 04063002-GO-0 HILLSBORO, OR 97 ,24 UQ � �c n� � / �/d � FHONE: (503) 439--8777 ALLOWABLE .AREA INCREASE PER ! l� `� 7 e e F _ FAX: (503) 439-8767 SEPARATION ON TWO SIDES - INCREASE FLOOR AREA BY 50%= 18.000 ,,�F. { #,_ CONTACT: STEVE CRUFT C- t ooN bz TOTAL ALLOWABLE FLOOR AREA: 54,000 S.F. GENERAL CONTRACTOR TO BE DETERMINED4 �AyeNF_ACTUAL FLOOR AREA: 19,290 S.F. _ t, t FFxpires12/31/2005 L t� c ,. !� l- "�,I � w, OF .w w , :.y� n � ... . ..r.�� 'r"�.!A!'�l++yew++:+1�wiaitl.Ir�.�..wsMSilw...,.r'�'�lA�oriLLvwxnr-:-.. .. .- .... . , ......,.+naves-..- _ ..•a<,yn _ .- .}.-. .: r,twWMMtl�w:.w..:.._.__.._....-.-.._.._.r._ •---.�..Romr......._--.-..�....-.e-. •..�._.......,t„-.+�-'--^-----+.+.r •--.`*.^".+-----�.....--..,_.-.._.._-. f _.. ..P,.. ..-, .. -._. ...,.-_...,+.._ ___._.___._-.,.. ,..�... ,r LEOI STRIP Cl l� "�I��� 'IIIIUIIIIIII111'ill111111 Illllllli nitjntl 11111!!11 IIIIIIIII Ilil�ill!I111111111�11l1�111iIJill IINIIiIIIIiI111fIIlIt Ihillllilll�l 111 I I I I It 11 ! li 111111 li!IIIIII IH11111 111111 I i !I i1 111111 ) I I IIIlIIUIIi!tIll 1111 I! ilti ' a 1 IO i I 112 t3 14 r I 17 18 I0 20 21 �2 23 24 25 28 >� i I i HEMCON iOmm.l�m 8 '° 27 26 29 I C .0 100 WK 1 1 3 10 9 8 7 6 5 4 701/ � m o i *04 OFFICE OFFICE OFFICE OFFICE TT-__ T ®r i I ' 250 S.F. 290 S.i� 290 31. 490 S.F. 390 S.F. i �:� 0 0 OR5 0 / r ) \ -N -{-_- HEMCON 390 L;""'" ® 50 FT 4 KEY PLAN_ CONFERENCE ROOM OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFn' ® �iOi L0 om -- � - m, ® ® w m � ® m t.. GENERAL NOTES 316 S.F. 230 S.F. 230 S.F. 230 S.F. 230 S.F. 230 S.F. 230 S.F. 230 S.r. 306 Fr. • _ W -� EXISTING `IRE SPRINKLER SYSTEM ON PREMISES. 3 l 77, ___ — — ` �iwismm ST ~1 CONTRACTOR TO PROVIDE NEW FIRE SPRINKLER ? + + I COPIER PRINTER R0O1N �1 am CONFERENCE ROOM I c `�:\� •.? ® .ol a 740 S.F. ® SYSTEM LAYOUT BY CERTIFIED FIRE SPRIKLER 0. \. 4b 225- — 226 s.r. +75 S.F. CONTRACTOR. SUBMIT TO CITY OF TIGARD FOR `" g I lOddY '• � i ii APPROVAL. ® • 3 FY. ; C�IIqum ; 6� FT. ; CORRIDOR ; S4 FT. ; ----- , �w�•w rw rw ywwwrwrrrwwww�wrrww♦wwrwwwrrwrwrr-rrrwrrrr♦rrwrrrrrr rrwrr�t.wrrwr.r�-.rrrww.r♦r.w..wr.r...or.rwwr.�rrw rrr...wrrw.. COONDON U � LEGEND , 1 E: •, ELECT- -- -- -- - -- - CK) EGRESS PATH ---------------•---- TE TA ! I R N; N; I OCCUPANT LOAD / EGRESS u � o S.F. ENGINEERING A f ACIUTiES WORK AREA X J ! ITAFF �� JR. t D. / P. D. / 0. A. DOCUMENT CONTROL CO 1DOR LUNCH ROOM ACCOUNTING [�® O � ® X (----T ME I ® _ - ens S.F. g ACCESS CONTROL DEVICE i e 690 S.F. 260 S.F. i Sw S.F. 360 s.r. ; y � �, •{� ,{� S CONTROL W/ EGRESS � , W � 2 ' LYOPHILIZER Roos PANIC HARDWARE; CONNECTED W �te 9�F F=2 I TO FIRE ALARM SYSTEM I-HOUR WALL SYSTIEM ' .!O ------ -:0 — — _ --- -- - -- - -- \- - -- --- - --- ___ � EGRESS, PANIC HARDWARE � ' 1 2 CONTROL AREA - 1 (D ' 28 FT. ; MECH i ® COMKISME LIQUID N u ---•------- - ----------� LAYWARE ! GOWNING ROOM LYOPIRUZER GLASS 6 GROUP B OCCUPANCY CODE INFORMATION: z6 ----------- I CLEAINNG AREA 1 (CLOSED srsrEal) uj CD ! 90 S.F. ® 12 t I®NG 160 GAL. I C 360 S.F. us S.F. 260 S.F. ADMINISTRATION / OFFICES Z �' F� - - .•1•. LABWARE ! t-HOUR WALL CVSTEU - - OCCOPANCY: GROUP 8 ; �i STORAGE 3► �iI I BUILDING TYPE-- V—N E N� 320 S.F. ! LYOPMUZER I CONTROL AREA _ 2 FULLY SPRINKLED � U = I I 02 LOADING c0r�plwulD # 2� ,2 2w S.F. (clow srsrEn) i ALLOWABLE FLOOR AREA PER TABLE 5-8: 8,000 S.F. w 5 �0 S.F. ! I I IPRODUCT 1x �� ALLOWABLE AREA INCREASE PER UBC 505.3: g 4� ' i OUT® ROOM ---OF LYOPHIUZER ROOM FULLY SPRINKLED—ONE STORY; TRIPLE OCCUPANCY = 24,000 S.F. 60 S.F. y _ ' 2600 S.F. - -- 60 S.F. 930 S.F. 1-Noun WALL SrsTSU ALLOWABLE AREA INCREASE PER UBC 505.1.1: ( • PRooucT / SEPARATION ON 2 SIDES - � � IN coalNG � O � MANUFACTURING/QC MOLD CANING INCREASE FLOOR AREA BY SOX .. I WORK AREA { / r t' N� ,Iw S. TOTAL ALLOWABLE FLOOR AREA 36,000 S.F. J ! 790 S.F. ! ALIQUOT / 1 _ _ 370 S.F. I �! STORAGE �' 1 ACTUAL FLOOR AREA 11,336 S.F. tz y 130 S.r. 100 S.F. _ + I / PASS GROUP F-2 OCCUPANCY CODE INFORMATION —_D_— � 1 I ' i E 0 ; CHITosAN ; MANUFACTURING , GENERAL USE FT. � 1 d FT. .� : 100 ST. ; V) \ `;,j`'Fy -W„y `., pr�wwrwrrwl rwrrwrrwrwrr•...rrwwr>; I--- ! CORRIDOR i OCCOPANCY: GROUP F-2 4+ c I • 0 ! BUILDING TYPE V_;� W •� i , +CORRIDOR O ® ••W•----- �- --- ..26. .... .•'--•�.-•.� 50 FT. '��.----•-•---- • SO FT. •' 1 FULLY SPRINKLED < N .�. ♦ �rwrrrwrwrrrrrrrrrrrr rrrr ..rrrrr♦ rrwrrrwrrrrrrrw•rrrrrw�rr rrwrr•rwwrwrwwrrJ V. ! •• : I �• �. ACCEPTED FINISHED GOODS O1 a "�T a D . i . ; I INCOMING SUPPLIES;/ i MATERIALS MANAGEMENT ALLOWABLE FLOOR AREA PER TABLE 5-B: •t• STORAGE i ;yV11,4- �r a , ; OUTGOING SH IPMEN�s _.. ® a RAIM ® SFtELWNC 12,000 S.F. VI o ,� ;: ., �.,'' i I 160 S.F. Nr •{� i '� ALLOWABLE AREA INCREASE PER UBC 505.3: v W �,I A • i FULLY SPRINKLED-ONE STORY; TRIPLE OCCUPANCY = 36,000 S.F. ; o ` W&W USE JANITOR I PACKAGING ! STORAGE AREA ..1 rn t 100 S.F. i as° S.F. I 690 S.F. {• ALLOWABLE AREA INCREASE PER UBC 505.1.1: 1 o M I - T ! — __-�._ -- --- -- - - Z o 'i alAUTY CONTROL 1 / I — — — - -. - ---- - SEPARATION 4N (2) SIDES W 1 ! 366 S.F. ALIOUOTIHG a0o s► � 570 S.F. PH. � _� INCREASE FLOOR AREA 8Y SOX = 18.000 S•F• I sw sF. 1 � ! 1; TOTAL ALLOWABLE FLOOR. AREA 54,000 S.F. ,” i CONTROL ARG - 3 I •{. � � i ; • ELECT. M ACTUAL FLOOR AREA 19,290 S.F. •�! • COM91 T IUWAD •,I; ! f1 t i (so OAAL t PRODUCT t, 1 - I Z �rrrrrwr�r---- •R--- •-'�--•--w STORAGE 80011 ? w Q 0 i _ -_ - _- — 100 S.F. — _-- - - — _ —- -- 4 C140 _ -- f ® ® - - - --- -------- OB z Z M HAZARDOUS MATERIALS PLUMBING FIXTURE CALCULATIONS PLUMBING FIXTURE CALCULATIONS -Z `' k 0 ACETIC ACID - (COMBUSTIBLE LIQUID CLASS il) - (COMBUSTIBLE LIQUID CUSS II) hi ADMINISTRATION / OFFICES 11,336 S.F. MANUFACTURING 19,290 S.F. < V W FLASH POINT: 104" (40C) FLASH POINT 108" (42C) x ALLOWED 120 GAL. / CONTROL AR6 ALLOWED I 120 GAL. / CONTROL AREA ACTUAL FLOOR AREA: ACTUAL FLOOR AREA: W CALCULATE 200 S.F. PER OCCUPANT = 57 OCCUPANTS CALCULATE 2000 S.F. PER OCCUPANT = 10 OCCUPANTS j o , FULLY SPRINKLERED: FULLY SPRINKLERED: PER TABLE 29-A 0 a I 8 OA 100% INCREASE = PER TA:LE 29-A T40 GAL. / CONTROL AREA t00X INCREASE = 240 GAL. / CONTROL AREA � ACTUAL: / ~' WATER CLOSETS REQUIRED WATER CLOSETS AVAILABLE WATER CLOSETS REQUIRED WATER CLOSETS AVAILABLE v; o SO CAL. / CONTROL AREA ACTUAL: 130 GAL. / CONTROL AREA MALE: 2 PER 16-35 OCCUPANTS MALE: 4 MALE: 1 PER 1-10 OCCUPANTS MALE: 1 FEMALE: 2 PER 16-35 OCCUPANTS FEMALE: 4 FEMALE: 1 PER 1-10 OCCUPANTS FEMALE: 2 o ED PROF r:Ao FILE: — LAVATORIES REQUIRED LAVATORIES AVAILABLE LAVATORIES REQUIRED LAVATORIES AVAILABLE `S`��G I Ir� /O °'063002-A°_1 MALE: 1 PER 2 WATER CLOSETS MALE: 2 MALE: 1 PER 2 WATER CLOSETS MALE: 1 4' FEMALE: 1 PER 2 WATER CLOSETS FEMALE: 2 FEMALE: 1 PER 2 WATER CLOSETS FEMALE: 1 2 EO 3. RAI iS� _1�N SCALE: 1 10'-0* a 17�rkt}spea� . .. .......r-.... YM,W r! r,.Yir.J .r,.nr.:r,t -*aa.+•. r..x. ,rl rlr I 1 r II III i .. ..:..., .. 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(EXIST) © © LABWARE to © co00 2 10'-s ALL 04 O FUR-OUT WALL AT EXISTING CONCRETE W 4) 327 CLEANING c"' ALIQUOT FINISH WALL SURFACE WITH 2" METAL a (EXIST) STORAGE STUDS AND BATT INSUUTION; TYP. / � -T.J. WALL ° U y� ! 328 1t9 0 .04 4 10 -6 O ALL WALLS SUPPLIED BY PROTAFAB W r7 MODULAR BUILDING SYSTEMS. CURTAIN > - A3.2 `� DOORS B`! TERRA UNIVERSAL ANTISTATIC e t:-T.O. wALL _ 'PVC', 8 FOOT STRIP No. 1320-54A. 5 1 0'-6" • 0 0 o J04 4 '2 CHITOSAN E 1 07PROVIDE -HOUR FIRE RATED COILED A3.2 DOORS. CORNELL, IRONS MANUFACTURING •• STORAGE OR APPROVED; SEE STRUCTURAL FOR _ ' t" - _ s'-o"_ 13'- 2 305 13MOUNTING DETAILS. • -,�--- - _-- A3.2� -- 1 ! ! GENERAL USE 326 I CORRIDOR ® PASS-THRU FLOOR MOUNTED BULKHEAD 300 � I L 3os INTO WELL. CLEAN AIR PRODUCTS SERIES t 0 20' -s" _ _ 4'-�Y" CORRIDOR — 11'-5Y2" �'-t" 18F POLYPRO W/ INTERLOCK. M v 1 300 46Hx36Wx44D. - a � " _ _ _ w 3 � 321 4'_ 5'-0" '-t1" 5'-1" 8.- " -� EXISTING WALL TOP OF PLATE WALL IS I11 32 4 � _- - I I 0 8'-0"; INCREASE HEIGH1 OF WALL To W M _ -- -- ----- -- -- — 321!::� STORAGE „ < N I 4 I 12 -0 , I 321 20 La all � a . 4 ;r, 4 I ! 1 o EXISTING WALL TOP of PLATE/WALL IS U p $ �' ! 4 8'-0"; INCREASE HEIGHT OF WALL TO u w ? o � IMPLANT DEVELOPMENT I I GENERAL USE JANITOR PACK BOTTOM OF ROOF DECK. Z N o CLEANROOM 323 322 4 7 0 � a ! I D 31 „ SEAL. WALL TO UNDERSIDE OF MEZZANINE W o > JV tb _5» 8 _0» A3.2 'I / STORAGE DECK. _ q ! I (FUTURE DEVELOPMENT) ! d e PRE-MANUFACTURED INSULATED COOLER b QUALITY CONTR L ALIQUOTING N —�7 12 WALLS AND CEILING SYSTEM. i I ! 4 320 � .319 ORRI O I LEGEND ----.__----__—_-- -- -- - _ - 30 EXISTING WALLS - ? ~b I z II 3 — MECHANICAL ROOM " " » A3°2 IA. o 0 6 -9 - 1 t -10 12'-11 NEW WA LS z 0 24 ;TYP. 24 M j w• cD (40 SQ. FT. LYOPHILIZER) �/ 4 I g o 0 FUTURE DEVELOPMENT I i WALL TYPE (� o Ix ( ) (SEE SHEET A5.3) o o DOOR SYMPOL 311 w < 7 WINDOW SYMBOL 0 FUTURE WALLS PAOffo 06a 02-A2-4 012 1 1 10 ( 9 A`48PE E ARCHITFCTUR ��19,E -AL.-PARTIA1 P1A2.4 SCALE: 3/16"'m1'-0' ------_ ---- --- ----. - __�_,�_ NEIN E n x-. i0m�m.iiIG:m�i�ISit IIIII ill I.I.�l III ill�LEi0L�STRIP CfT1 llll I IIU 1111 1 IIII illi 1 illl IIIIIlII 111 111111"y*IwIN�IIISI I II II�"II Ill�llii I IIII�IIII I ,I�NII�II{1 IIII 111'!il I I i 1,1 I 1 t i I Ili III 111 I tl I I till 1111111m1`/ 25 28 iI�II2II�9IIiiIII2liI7I1111iIIIeIIIIiiIIIIIl1(0 II 13 14 18 17 Iip 1 20 21 22 23 24 2 I;111131110 Ila" 611h.. 1 Z 110 _i ti.• s "i G --- G e ww 0 I O f� -7 10 9 8 C6� 5 z N --- HEMCON 4 KEY PLAN -- A3.2 G V1 _ GENERAL E R A LNOT T �_ _ —� 1 . SEE SHEET A5.2 FOR WALL TYPES W 4 3 0 I L�. 2. SEE MECHANICAL, ELECTRICAL, PLUMBING _ I FOR ADDITIONAL INFORMATION Q I 3 3. REFER TO SHEET A5.2 FOR DOOR AND W FINISH SCHEDULES CONSTRUCTION NOTES 3 3 — --" G REMOVE EXISTING ALUMINUM DOORS AND U � SIDELITES. SALVAGE AKD REUSE FOR NEW J s$ i ENTRY CONFIGURATION. J �= 4 G VERIFY EXISTING WALL CONSTRUCTION & Z ,t^ D MATCH NEW WALL INFILL. W A3.2 m - Sim. O REFINISH EXISTING WALL TEXTURE TO $ EQUIPtrI T DECK rn SMOOTH FINISH. Z � BY 0 HER5 3 4 V L \ NON-INSULATED M,— ALIGN ALIGN WALL WITH EXISTING 4x 16 PURLING Z EdUI ENT DECK ---\ ABOVE. W '� $ BY OTHERS ►meg O FUR—OUT WALL AT EXISTING CONCRETE FINISH WALL SURFACE WITH 2" METAL R j ! t STUDS AND BATT INSULATION; TYP. Q cL I E _ 6 ALL WALLS SUPPLIED BY PROTAFAB O MODULAR BUILDING SYSTEMS. CURTAIN EQUI MENT DECK I DOORS BY TERRA UNIVERSAL 'PVC' 8" WR ® STORAGE DECK STRIP No. 1320-54A. W - j �,' PROVIDE -HOUR FIRE RATED COILED DOORS. CORNELL IRONS MANUFACTURING OR APPROVED; SE T E STRUCTURAL FOR .. j I 4 MOUNTING DETAILS. I 3 8 PASS-THRU FLOOR MOUNTED BULKHEAD �-- INTO WELL. CLEAN AIR PRODUCTS SERIES 1 RF POLYPRO W/ INTERLOCK, t 46Hx36Wx44D. o N ` f r1 EOUIPM T DECK EXISTING WALL TOP OF PLATE WALL IS BY 0 HERS 4 O 8'-0"; INCREASE HEIGHT OF WALL TO STAIR BY OTHERS A3.2 12'-0". > N O NK C4 Do EXISTING WALL TOP OF PLATE/WALL IS W °f a 8'-0"; INCREASE HEIGHT OF WALL TO a BOTTOM OF ROOF DECK. U Lj UNDERSIDE OF MEZZANINE Z `n o - - � SEAL WALL TO UN � o �, � / STORAGE DECK. � < >� 1 ~ Q j 1LII2 PRE-MANUFACTURED INSULATED COOLER i BYIOTHE I j RAILING BY OTHERS WALLS AND CEILING SYSTEM. W d U 13 3'-0"' x 7'-0" WALL DEMOLITION FOR NEW DOOR OPENING. VERIFY LOCATION 3 '-4' 33.� WITH OWNER'S REPRESENTATIVE. Z z �. I z4'-7' LEGEND U g i I 4 Y o �.2 I EXISTING WALLS z _j W o � � o M I NEW WALLS � � W 8 � ' .TFCT�) RAI FCJUIPMFN T DFCK P1 AN - NFW O ~ a ' o A2.5 SCALE: 3/16 s1 _p — WALL TYPE < ` W (SEE SHEET A5.3) 0- X t DOOR SYMBOL 311 v < N !t WINDOW SYMBOL �J I - 7 '{ FUTURE WALLS pig CAU FILE: 4(86 E h E. 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N N WOOD BASE RUBBER BASE BOTH SIDES EXIS1. a (nN 4" 4" Q' DFTAII 2 rT'� All 4 U e A3.2 SCALE: 1 1/2"=V-0-'-0" A3.2 SCALE: 1 1/2"=1'-0" A3.2 SCALE: 1 1/2"=1'--0" A3.2 SCALE: 1 1/2"=1'—C" l9in x 7 Z CL) W 4 �• U d� z rn x Z � P C zLAJ �. UNDER DECK BRIDGE BLOCKING tD o = � + + SECURE W/ #6 x 1j" + + STAGGERED LATERAL BRACING — STAGGERED LATERAL BRACING + + GASKET SEAL � ALL ® 48" O.C. SECURE TO O ® 48" O.C. SECURE TO �-- WINDOW LOCATIONS EXISTING WINDOW • EXISTING B.O. ROOF DECK EXISTING B.O. ROOF DECK • STRUCTURE W/ (4) #6 x 1j" STRUCTURE W/ (4) #8 x • j IO � TL. 12 _0" T. WALL \ � ' PATCH & REPAIR WHERE \ 0 LL \ O u a DEMOLITION 0 CORNER \, �\ � t Ln 5/8 GYP. SHEATING \�� I SECURE BRACING W/ #8 x \�� I SECURE BRACING W/ #8 x �1Q EXISTING SILL BOTH SIDES + + + + � R-19 BATT INSULATION + + MR. STUD WALL SYSTEMr, , tlw SEE WALL TYPES �" GYP. BD. (BOTH SIDES) CYP. BD. (BOTH SIDES) z OVER METAL STUD FRAMING OVER METAL STUD FRAMING W y ® 16" O.C. SEE WALL TYPES ® 16" U.C. SEE WALL TYPES o o GYP. BD. (TYP.) SHEET A5.2 SHEET A5.2 o o Is W � ' -- R-19 BATT INSULATION z � y U j7l1 --RUBBER BASE — RUBBER BASE z o < W x U0 W a p s D- TAII C� WINDOW 7 _ 8WA I I D FTAIIm� m z � J W A3.2 SCALE: 1 1/2"-1'-0" A3.2 SCALE: 1 1/2"=1'-0" A3.2 SCALE: 1 1 2"=1'--0" 112"=l'—O" < < � / �A3.2 SCALE: 1 ,A. Nil M � PROf� ` 3On2 -2 GIN :4 fi rr8 �p� Dat. �oAeaoN I kt Expreei2/31/2W5 1 J A '.�.:• as l ag::.,.4 3.: ? �:..�.q1 k7r, ..;�,'�e � '!�4^�"�'��t:'€:q!Ni*?'�4411�"!'I �.�.. , .._..... .. ..._,,...,, _. ....—,,,,,,_ .,. .._ _........__.......- _. ...._........_._. .. �.._.�:.._.._.v....._.__._._.....–...�........,.,..«...._....,__...._..�...�.._..,.........--.. _ -......•.. �..._..—.r_..,....._ ,�, ' .-..�....--._ .,.., ..:,:.,rayaw:v..«re+�.n'wrn+nnw.w:aepv,: ,_ ...._._._...,......"""""rp•;,'. .,�,�,��., .... .`.. �_..; ., „ 1 F I t i l � �EO181LITY8TRIP ' ' cm i .,�t II I I I ! { � I � I I) 11+ 1 I III lut nn ti12112 l IUNn► l .. IIiIIIiL Ililiill. 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MANUFACTURING III Ion •• ••• �• ••� _ _ _ CONSTRUCTION LANE G - — - ---- 307 --- ----- __ o Lx O to I +T9 -6 OPEN I X ► H E M C 0 N � 1 N -- _ - - _ KEY PLAN SYMBOL LEGEND JL_ rr GYPSUM BOARD CEILING; PAINTED. ] W ` SUSPENDED ACOUSTICAL CEILING `� g ---- - I 2x4 LAY-IN FLUORESCENT _ 3118 I I 308 2x4 LAY--IN FLUORESCENT W/ Q l, — -- OPEN loll, EMERGENCY BATTERY PACK 306 I I ♦9► 6„ c J EXIT LIGHT FIXTURE J ' Ti o'-o' X EMERGENCY LIGHTING .-- 302 _ - - — _ ---- --- - ------- -- -- r�l-- - � Z v d —l- GENERAL NOTES r-t! 10'—0' V 1. SEE MECHANICAL do ELECTRICAL FOR EXACT W X EQUIPMENT, LEGEND do FIXTURE INFORMATION. Z rn r.. c C ' I�r 0' I 2 W c - +10'-- -- 309 W m & _ -- ¢ E � _— — +9' •6" SUSPENDED CEILING DETAILS _ -_ ¢ U I �`----- BOTTOM CHORD OF TRUSS -` - -- NO. 2 GAGE WIRE HANGER 'v I (LEVEL GRID PRIOR TO SETTING TUBE) .--- _— -- - --- __ --- - - _ - ..--- — --- --- - -_- ---- ----- - ---- -- � ---- --- _--- _ ---- -- --- _ OE - /2 CONDUIT (THIN WALL) a _ 1 (T L) I 3/4" CONDUIT (THIN WALL) •• �2 1/8" M. BOLT �k LOCK NUT - NO. 12 GAGE WIRE 045' ; IN -�- FOUR DIRECTIONS TO STRUCTURE � 'o ABOVE tr ; _ U - - I ��•.� - SLOT END OF TUBE OVER M � 3 0 2 CEILING RUNNER e +10 -0, N _-MAIN TEES: NO. 8 GA. WIRE < N O 4'-0- O.C. (16 SF MAX.) w ^ E' SEE NOTE #2. "' a 314 313 L312 � LIGHT FIXTURES: (4) NO.14 GA. o a WIRE (ONE O EA. CORNER) c� W I OPEN OPEN I OPEN LIGHT FIXTIIpE: 100 LBS. MAX.. � o 316 ��'',, I 0 ^ � OPEN X 31810000 S? --- - -- -- ---- - _ - - NOTES. - 10 -p - _ ! 1. CEILING CONTRACTOR TO DESIGN CEILING IN ACCORDANCE u: I I WITH UBC SECTION 75-2. 0 W Z 2. IF CEILING SYSTEM DEAD LOAD PLUS LIGHTS k g � _ I EQUIPMENT ARE LESS THAN 4 LBS./S.F. THE CEILING IS v a EXEMPT FROM TABLE 25-A (UBC)(WIRE HANGER SIZES). ? i 0 z � 3. PROVIDE (1) CEILING COMPRESSION STRUT PER 144 SQ. 315 FT. OF CEILING AS SHOWN AT LEFT. I �' o 317 OPEN z k' h V � �y W < I -}i- + 0+— ++ a. Q ( 8 _ __ 0B i I nn s CAD FILE: ro � y 8 C7.1 � 5 4 �`° w�Ga Eo � — , CON / r1_"1*_NPAR IAI �G oC TFf� C;FII INr PI A� �` <I'll3.4� A4,3 SCALE: 3/18."=1•-0" i e' Explrm 12131 jM! LEONlH.RY ssTRiP CtTI '� III Ili!IIN rill ui'iiil ii�Ilnit 111111111 Illllllli IIIIIIN IIIlI�tl I IIIIIIIII Iililllll IIUIIIl�IIIIIIII II I I III illi 1 III1 Ilri r 1111!If 1111111 Iris III+ tri I� iii i�f� li+ II tl�l!�I ,i!t i i t I III i l l l +Om�.+cm 1 10 11 I>� 19 14 18 17 16 19 20 21 22 23 24 tis 28 27 28 29 ?O I 0jrI-d j 111111jI41 Will u now k F 1 *3 i . (D 4) O T I I I I OppJ 1 - TT- --�'- --- � I� � .�. � t� � � tw■ � Ililllll� � IIIIII� r � �!■ � � Ir-� IIIIII� IIS s � Illllllir � r t� � ti111I1� � t� � Illllli 111111• � IIIIII� � IIIIIII�L.l�_� 1�..� �■_t�tr � w - - -T--�- -, �� — a 334 MANUFACTURING OPEN n . � 33Q I I I CONSTRUCTION LINE I 333 I --- I ! 301 OPEN ! T _- HEMCON 10 -0 1N —__-_ _ — t - j lU -0 W KEY I SYMBOL LEGEND GYPSUM BOARD CEILING; PAINTED. I i M lJ 7 ----*- - i SUSPENDED ACOUSTICAL CEILING 2x4 LAY-IN FLUORESCENT 329 _ I W 10'-0' 2x4 LAY-IN FLUORESCENT W/ Q o OPEN _ EMERGENCY BATTERY PACK T I -- — -� Z EXIT LIGHT FIXTURE �� of oi 130 EMERGENCY LIGHTING N 11-lo'-0' V, ,3;r j I — I GENERAL NOTES _A— � .0 z i, SEE MECHANICAL do ELECTRICAL FOR EXACT W m _ — -- _- I — = EQUIPMENT, LEGEND & FIXTURE INFORMATION. UI _ i x (v Z cr► x 4l1111 i:: i - z 3l7 328 I 331 I - w OPEN OPEN 10 -0' a I i E - ! tq O _ o 10'_0„ Q =� w # OE SUSPENDED CEILING DETAILS �!I BOTTOM CHORD OF TRUSS I e -- NO. 2 GAGE WIRE HANGER — 0 LEVEL GRID PRIOR TO - SETTING TUBE) 326 I - 1/2" CONDUIT (THIN WALL) 3OO 3 0 -_ 3/4^ CONDUIT (THIN WALL) _ 3 OPEN 1/8- M. BOLT do LOCK NUT v t- +109-01. +10'-0 ' I o n --' 10 -0' /�� NO. 12 GAGE WIRE 045' IN a eta FOUR DIRECTIONS TO STRUCTURE — ABOVE ►W- _ D .� --- SLOT END OF TUBE OVER V - - l 321 X1 W ,,, ¢; _-- �__-- _ -- _-_- -_-�— I CEILING RUNNER - N = at 10 0 ` o a "U 323 322 - - ! -- MAIN 0O.C.N0168SFAIRE v � 7 N g� �� SEE NOTE #2. ( MAX.) Z N o 0 � G a OPEN OPEN V � a I� LIGAT FIXTURES: (4) NO.14 GA. s 0 < > X 320 I 31 g LIGHT IRE (FIIXTURE:ONE 0 EA 1000 LBS )MAX. _ ~ q � 01-o" ' 310 000 i + 0' 0" I I � i j -- NATES: —- _ of Z . CEILING CONTRACTOR TO DESIGN CEILING IN ACCORDANCE ` CA- 1 u � WITH UBC SECTION 25-2. C? Z 2. IF CEILING SYSTEM DEAD LOAD PLUS LIGHTS do � il' I EQUIPMENT ARE LESS THAN 4 LBS./S.F. THE CEILING IS 1 I— o p - EXEMPT FROM TABLE 25-A (UBC)(WIRE HANGER SIZES). Z w �' '`r I I o f `' o 3. PROVIDE (1) CEILING COMPRESSION STRUT PER 144 SO. i FT. OF CEILING AS SHOWN AT LEFT. d < I X W - a a --- -- - - ---- - -- ---- ---- ---- I -- ----- -- - �- - - - n � J i 1 � ❑ O I , A CAO FILE: \5����9 �Nuff pA� 04063002-M-4 13 22 11 1 � � w 9E9� °t PAR TI A.. 1- " F� FFI FC; TFF) ,;FII INC, PI AN __ `� Ah��,3.z ' J A4.4 SCALE: 3/16 m O — FN E. h Y �'r f4 M w eeeeee kr u!; Iill lIli IIN IIII I!II Ilfl Ilii 1111 ! 'i Ii1t 11 1 IIII Illt 1 Y .w^.,. ., rr _�.5:, G:•:_:c� ur av;i, :�h ..,,w.a says LEOI�LI'1'Y STRIP Cm , , j I j } ( j j1�il 111 11111!i!I 11111111.11111 IIJ11lIII 1111}! lhllll II,^t,!Itl!hIIIn:1f III iII:IIIII!1n it !!1Il ! ,I.I;'!II 1n1 111fIIII!rf I ! ,r ► I ( I I I i I loom.'ew d 9 10 I I 12 I� 4 % e 19 20 21 22 23 24 25 26 27 28 2Ce 30 ^ �1i � MbN1 • tly� vi • I I 0 . N� e•aA,My t 4 0 l� y: X._... ,. w F I NIS H S C H E D U L E Room Name Rm Floor Material Floor Base Wall Material Wall finish _ Ceiling Material Ceiling Finish Ceiling t -- ReRtarks _ HARDWARE _GROUPS CORR" 300 VCT RUBBER GYP BD. PAINT ACOUST TILE N/A 10=-0 Epoxy Point Walls: latch Existing Point. - - NOTE (,)IIwNaNc ROOM - 301 --EPXY CONC RUBBER GYP. 80. PANT ACOUST. TILE N/A 10-TOT'— CORDON Susp. Ceiling Trork CG-15 24x48 'Powaer White' W/ Armstrong 870 Tile%. Epoxy Point Wads; Mcitch Existing GROUP 1 net our GOING -- 302 EPXY. CONC RUBBER CMP. BD. PLANT - ACOUST. TILE N A 10'-0, GORDON CORDON . Ceilii Trotk CG-15 24x48 'PaWeer white w1�An_ rong 870 Tiles. Epoxy Pant Wok;-M titch Existing.-_ ACCESS CONTROL HARDWARE TO BE FULLY IN COMING �- - 303 EPXY. CONC - RUBBER CYP, BD. PAIW- ACOUST, Tll-E CORDON Celli Truk CC-1 S 24x48 'puwdw Whits W�stra►y 870 Tiles Epoxy Point Walls; botch Exixti . DESIGNED AND INTEGRATED ONTO EXISTING MATERIAL STORAGE 304 EPXY. CONI:. I RAW GYP. 80. PAINT - ACOUST. TILE N A 10-0 E Point Wolls; Match Existing Point. C H LA G E OR APPROVED (U.0.N.). Y. PRODUCTION ROOM 306 MCONC - RUBBER GYP. BD. PAINT- ACOUST. TTLE ,N/A- 10,-04 CORDON Susp. Ceding Trod CG-15 24x48 oder White W?-Armstrong 870 Tyles. Epoxy Point Wods; Match Ex" TYPE: S-SERIES; LEVER LOCK HANDLES ACCESS CONTROL SYSTEM BY CERTIFIED E LYOP4UZER OUT 307 EPXY CONC. Rl1BBER GYP. P0. PAINT- ACOUST. TILE _N/A 10"O— MON . CeilingTrock CG-15 24.48 owder whin w' Mnstrong 870 Tiles. Epoxy Point waft; Match Existing. MODEL: NEPTUNE SECURITY SYSTEM CONTRACTOR. HARDWARE --- LYOPHtIUZER OUT 301 _ EPXY. CONC, Rl1BBER GYP. 80. -PAINT ACrJII.T TILE N A _ 10�-o� -_ GORDON Susp. C Eng Trock CG-15 24x48 'Powder White' W Armstrong 870 Tiles. Epoxy Point Wods; Math Existing. _ C 0 LO R: 6 2 6 SATIN CHR 0 M E SCHEDULE ON THIS SHEET IS F 0 R PRICING o STORAGE 309 EPXY. CONC. RUBBER GYP. 80. PAINf ACOUST TILE NIA 10'-0, CORDON - Csdi Truck W-115 24x48 'Powder White W Armstrong 870 Tiles. Epoxy Paint Wads; Match Existing. REFERENCE. -" IYOPH«I,L 0 ROOM 31 u_ EPXY, CONIC - RUM" GYP. Bo. PAINT _ OPEN _/A OPEN _ Point R Rubber Bose New Wads only. CYLINDER: 23-03#0 (I N T E R C H A N G A B L E -- LYOPHUZER ROOM -- 3118 EPXY CONC. RUBBER GYP BD. - PAINT OPEN _ N/A --- OPEN Dint k Rubber fuse Ne«blahs Ony. CORE) "M / MA ERMILS STAR. 312 SEALED CONC. RUDW GYP. BD. PAW - OPEN -_ _ N/A _ OPEN _ Point AP Rubber Bose New Woltonly _. LATCHES: SQUARE CORNER G E A D LATCH !WALL_ ° MATERIALS MMNALEMENT 313 UALED CONC. RUBBER GYP, BD. PAINT OPEN N k OPEN Paint A Rubber Bose New Walls Only. TYPE S ° -WOWING 7 OUTIX)WG 314 SEALED CONC. RUBBER GYP. Bo. - PAINT OPEN N/A OPEN Point & Rubber Base New Wails Only. - -- 16-203 6 ELECTRICAL P.jW _ 315 -EXIST. _ EXIST. _ - EXIST. ExtST. - DOST _ EXIST. EXIST. _ - STRIKE: ANSI STRIKE 1 0-0 2 5 GYP. BOARD EA. SIDE. W O'A STGE _ 316 SEALED CONC RUBBER GYP. BD. PAINT OPEN N/A -� OPEN - Point it Rubber Bose New Walls Ony. -- _ - ^rRODIv "NN TEST ROOM 31) _ SEALED CONC. Rl1BBEk _ CW. B0. PNM - OPEN - -- N A OPEN Point 8 Rubber Bose New Walls Only, �-: - — HINGES: 3 STANLEY FBB 168-26D• IADEIiT!4G 8 BOXdrG 318 � VCT RUBBER GYP. 80. PAINT ACOUST. 11lE N/A 10-0 Epoxy Point Wdb; Match Existin�Point_- � ) � � - STUDS • tb` O.C. ALIODUTtNG _ 319 VCTRt1NER _CMP. B0. PAINT ACOUST. TILE N A _- 10'-0' -- Epoxy Point Wade; Match Existir;g Point. _ COLOR: SATIN CHROME; OR SIMILAR. - OIlAIITY CGNROI 1118 310 ICT Rl1BBER CMP. BD, PART ACOUST. TILE N A 10'-0 - _ - Epoxy Point Wok; Match E>ustinq Paint. -- STORAGE _ 321 VCT Rt1BBER GYP 8D. PIWT ACOUST. TIE N A10'-0' Epoxy Paint Wade; Mtotch Existing Point. SILENCERS',: BY FRAME MANUFACTURER NOTE: JANITOR 322 VCT RUW GYP. 80. PAINTOPEN N A OPEN -� EXISTING WALL, VERIFY CONSTRUCTION a _ GENERAL USE -- 323 SEALED CONC. DUST. EXIST. - EXIST, - - EXIST. EXIST. - EXIST. - - WALL STOP: H.B. IVES STAINLESS STEEL BY LOCATION. W w FllTURE MECH. ROOM_ 324 SEALED CONC. FUTURE FUTURE_ FUTURE FUTURE FUTURE FUTURE _ ED Br-PLANT DEV. CUM ROOM 325 SOLO CONC. FUTURE FUTURE RnURE FUTURE FUTURE FUTURE __ EXIST. GENERAL USE 326 EXIST. EXIST, EXIST. EXIST. OUST. EXIST. EXIST. - --- - -� GROUP 2 -EXIST. R. & D.y - 127 -" EXIST. EXIST. EX'ST. EXIST. EXIST. EXIST. EXIST. GYP. BOARD EA. SIDE. EXIST. R. it D. CLEANING 32b EXIST. EXIST EXIST. EXIST. EXIST. EXIST. EXIST. ' - - - 1 --- MODEL ACCESS: VON DUPRIN BATTERY EXIST. CLEM ROOM- 329 EXIST. EXISr_ EXIST. EXIST. EXIST. EXIST. EXIST. POWERED ACCESS CONTROL PROXIMITY - e- METAL STUDS EXIST. FOYER -- 330 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. -EXIST. `- S 0 16' o.0 MANt1F.�CONTTROL. 331 _ EXIST. RUBBER GYP, Bo. PAINT ACOUST. TILE NIA 10'-0 ___ �— CARD READER (C M 9 9 3). U SOUND ATTENUATION ,. STORAGE 332 EXIST. RuBtBER_ GYP. Bo. PAINT ACOUST. TILE N/A l 01-0. Epoxy Pant Wade: Match Exitt•r►�Paint. M 0 D E L EGRESS: VON DUPRIN EXIT DEVICE BATT INSULATION J CLEANING AREA 333 EXIST. - RUBBER GYP. 8D. PAINT ACOUS--T, TILE N/A 10'-0' -� F�Point Walls; Match Existing Point. (E L9 9). '� � MECFWIdC,AI ROOM --` 33 r EXIST RUBBER - GYP. BD. PNMT _ OPETV N/A OPEN -- Point Rubber Some New Walls Only. — _._ COLOR: 626 SATIN CHROME NOTE: L9 WALL HEIGHT TO BE 12'-0' _-_ CYLINDER: SCHLAGE SMALL FORMAT z 2 DOOR SCHEDULE LATCHES: SCHLAGE MORTISE LATCH BOLT m Q W Door Mork T Width Height Thick _Area s.f. Door Mot'I. Door Finish 1 Frame Mot'I. Frame Finish 1 Hardware GroupU-Value Remarks HINGES: (3) STANLEY FBB 168-26D; 1k' GYP. BOARO FA. SIDE. yj 300 A 3'-0' 7'-`0' 1 3/4- 21 SCW STN-01 I-HM BRZ 2 20 Minute Door COLOR: SATIN CHROME; OR SIMILAR. Z .� 301A A 3T0' 7-ON1 3/4' 21 1-HM W"TE I-HM - WHITE 1 20 4inute Rated Door ►- 3018 A 3-0 i'-O' 1 3Z4' 21 I-HM WIRE I-HM WHITE 1 20 Minute Rated Door I 6' METAL STUD• • 16' O.C. �+' N 302 B- 3'-0 7'-0 t 314* 21 I-FMA WItfTE I-HM WHITE 1 20 Minute Rated Door SILENCERS: BY FRAME MANUFACTURER Z c ' SOUND ATTENUATION W c 1S 303 _ B 3'-0 7-0 1 3 4' 21 i-Ft�t WIHrT;� I-HM WIH(re 1 _ WALL STOP: H.B. IVES STAINLESS STEEL BATT INSULATION c ,j{j{j{,,, 304 A 3'-0 7 -0' 1 3/4* 42 1-HM WRNTE I-HM MIHITE 1 LLJ wv 305 A- 3-0 --T-'o ' 1 314* 42 I-HM WMRE I-HM WlHff. 1 Provide perimeter door frame R treshold listing for cooler ins uicilfon NOTE: 1- _305 G 3'-0 9'-0' 1 3/4' 42. I-HM W1em I-HM WHITE 1 Double 3'-0'x9'-0 doors � Min. Rated) GROUP 3 ,-HOUR WALL ASSEMBLY; � a) Q� - 307 D 3'-0 7'-0' 1 3/4' 21 HM veff HM WHITE 1 _ _ Double 3-0 x7'-O' doom RUN wAll To 9OrroM of ROOF. � a 8 =� 306 D 3•-0 7'-0' 1 3/4- 21 HM WHITE HM WHITE 1 Double 3'-0'x7'-0' doom 309 D 3'-0' ?'-0 1 314- 21 Hll WMITE HM WHITE 1 -- Double 3-o x7'-o doors - MODEL ACCESS: LOCKNETICS BATTERY Q E � 310 A 3'-0' 7'-0' 1 3/4- 21 HM - WMITE -- HM - WHITE 1 POWERED ACCESS CONTROL PROXIMITY U 0 = 8� 311 _ Fi 3_os` 7 -oT 1 3/4' 42 I-NM BRz _ I-HM BRZ - 1 Double 3'-o x7-o doors 20 Min. Rated CARD READER (P X 9 5 x T R 8 3 READER x ''�r ' 311A _ 8 3-0 7-0 1 3 4 42 I-HM BRZ I-HM BRZ 1 Double 3-0 x7-0 doors (20 Min. Rated_ --- %` GYP. BOARD EA. SIDE. iib 312 B 3-0 7-0 1 3/4* 21 1-HM BRZ I-HM BRZ 3 Double 3r x70' doors - 621 NS PUSHBUTTON ACCESS). ` 315 A - 3-0 7-0 1 J/4" 21 I-HM BRZ — I-MM BRZ - 3 Exterior Door MODEL EGRESS: VON DUPRIN EXIT DEVICE -- — 4- METAL STUDS . t6- O.C. 316 G 3=0 9'-0' 1 3L- 42 1-HM W11tITE-- I-HM WHITE 3 Double 3'-0 x9'-0 doors �0 Min. Rated) (E L9 9 2 7 613 (D 0 U B L E DOORS)). 317 A_ -3'-0 7'-0' 1 314 21 HM BRZ HM BRZ _ 1 320 D 3'-0 T-0 1 3 4 21 HM WHITE HM WHITE 1 321 A 3'-0 7-0' 1 3/4' 21 HM WHITE HM WHITE 1 -- - COLOR: 626 SATIN CHROME NOTE: ' 322 A 3'-0' 7'-0' 1 3/4' 21 HM WRITE HM WHITE 1 CYLINDER: SCHLAGE SMALL FORMAT WALL HEIGHT To BE 12'-0• • 323 _ D 3•-0 7'-0' - 1 3 4 - 21 HM WHITE HM w►+�- 3 — LATCHES: SCHLAGE MORTISE LATCH; BOLT 324 _ Y A 3-0• 7'-U 1 3/4- 21 HM WWTE HM EX 2 Existing door, provide new hardware m 401 A S-0 7'-0 1 3 4ffi 21 HM WHITE HM W'HITT 1 X A 3'-o' 7' O 1 3/4' EX EX EX EX EX - 1 _ Refurbish. Sond, Stain & Seol or Point to Match New HINGES: (3) S i A N L E Y FBB 168-26D; X-1 A 3-OT- 7'-0 1 3 4 EX EX EX EX EX 1 - V 20 Min. Door. Rsfurbieh to Match New Dor Material revto ns -- - COLOR: SATAN CHROME; OR SIMILAR. ' %' GYP. BOARD EA. SIDE. i` 3�r SM - SOLID CORE WOOD TEMPERED GLASS t ,,c,,, . METAL �D WOOD STANDARD CASs SILENCERS: 8Y FRAME MANUFACTURER 6' METAL STUDS • 16` O.C. 1-HM- INSULATED WILLOW METAL ALUMINUM WALL STOP: H.B. IVES STAINLESS STEEL HM- HOLLOW METAL. 0(- Df1S1� BATT INSULATION W a GROUP 4 y3'-0" 3, ' 3'-0" S-0' m ALUM. DOOR ' LI-1 w�F MODEL ACCESS: LOCKNETICS ACCESSc < a _ CONTROL PROXIMITY CARD READER (PX 9� x NOTE: z 5� — — _ '101A' r FUR-OUT WALL AT EXISTING OVERHEAD DOORS. H TR83 READER). DOOR 101 A TO HAVE < a 5 1/4' -6" ,� / ALUM. RECEPTIONIST BUTTON AT DESK. ® 3 0 n ;4 I / THRESHOLD CONTROLLER: LOCKNETICS (CT1000) o C 0 MODEL EGRESS: VON DUPRIN EXIT DEVICE a ------ %' GYP. BOARD EA. SIDE. N —TEMP. R / TEMP. / // (EL9927 613 (DOUBLE DOORS)). = a GLASS � / GLASS / o TEMP. ao — • �' •A, STAGGERED 4' METAL / o °f GLASS I w sruos • 16' O.C. o COLOR: 626 SATIN CHROME b � CYLINDER: SCHLAGE SMALL FORMAT 8 � L A5.3 \� I+ 3 �� n LATCHES: SCHLAGE MORTISE LATCH BOLT 1�` AIR SPACE 14 ci �.3SCALE: 3"=1'-0" W JAMB SMILAR SOUND ATTENUATION Z C W SIM _ _ _ i HINGES: (3) STANLEY FBB 168-26D; TNMBAIT INSULATION N COLOR: SATIN CHROME; OR SIMILAR. NOTE: j (�A 1 (^B�) `) �✓ �/ CD O ' SOUND w .LL ASSEMBLY. ti t Q a_' OR 6" RUM WALL To BOTTOM OF ROOF. o _ a„ OR 6„ SILENCERS: BY FRAME MANUFACTURER lz MTL. STUD WALL STOP. H.B. IVES STAINLESS STEEL iDOOR o _ MTL. STl1D _ 3 W M AS.3 SCALE: 1/4"=1'-0 A — MTL. FRAMING GROUP 5 CMP, BOARD z -----MTL. FRAMING 2' 0 � � "1' 8 4�-0 MODEL ACCESS: VON DUPRIN BATTERY z y+' ^� 4' METAL STUDS • 16' O.C. < < _— 1/2" --5/8" GYP. BD. POWERED ACCESS CONTROL PROXIMITY BATT IlfSuutlON W 5 8" GYP. BD. - CARD READER CM993 W RECEPTIONIST _ 4 1/2" l / BOTH SIDES ( i ' 1 BOTH SIDES PUSH BUTTON DOOR RELEASE. TIE TO '- 1 ;• : •".� _ �°`e' " LOCKNETICS CONTROLLER (CT 1000). • - �• ; = A. Extst. CONIC. WALL N to --�-- C C MODEL EGRESS: VON DUPRIN EXIT DEVICE �}-Z—Q Y qA H.M. FRAME oL;H.M. FRAME (EL99).RECEPTIONIST PUSH BUTTON DOOR "0�° $ e TEMP. INSUL. rL. 4 FUR-out WALL AT EXISTING CONC. WALL. o o — RELEASE. A5.3 ANCHORS - (3) COLOR: 626 SATIN CHROME m Ay PER JAMB, TMP. PA `AD n�. ♦ CYLINDER: SCHLAGE SMALL FORMAT SIM QED Off o�v63oo2-A�-3 WOOD CORE DOOR LATCHES: SCHLAGE MORTISE LATCH BOLT �►�� a T if TEMP. GLAZING eco O Q a,7 8 91117 "i 6 1/4' 6 1/a" HINGES: (3) STANLEY FBB 168-26D; l , �ir.• ---- --- COLOR: SATIN CHROME; OR SIMILAR. N 8 /4"a 6" MTL. STUD W LL B ® 6" MTL. 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STORAGE - Q . : . : . : • : 332 -- _ W < CLEAN ROOM : : V , W ' (EXIST �/ / = o � 329 : : k Lop . . . . . . . . . . . . T 01 0f �� a N � Z m - z FLOOR FINISHES LEGEND _ W N 8 J { c . N O IVC CPT-01 Z - H MANUFACTURING QC r- 3 Z ` � RESEARCH & DEVELOPMENT R & D WORK AREA I CPT-02 c Z . (EXIST) _ © LABWARE _ : W 327 CLEANING . . . . . . I OT _ (EXIST) S R E Q E4 328 4 CPT-03 m U > -- -- - -- _�- -- --. --- - -- : _ : - -- - - - E CPT-04 W L� -- - , 0 0 0 0 11 )Jim I EPDXY CONC. GENERAL USE _ •�' Ym 326 -_ o U t SEALED CONC. - - - - - - - IF -� - VYNIL -01 < N p uz p p VYNIL -02 < - a W IMPLANT DEVELOPMENT ! GENERAL USE p 3 � o N CLEANROOM I 323 - I o o a U ^ fY i 1 Wog EXIST. VYNIL = q (FUTURE DEVELOPMENT) -__ , i W b I ENTRY CPT-06 w I G7 LL cr MECHANICAL ROOM VCT -01 u 5 �, �I 324 a o g zJ � M (40 SQ. FT. LYOPHILIZER) / ! 3 2 a� (FUTURE DEVELOPMENT) " I Uo VCT -02 z o ° p < uo a < - W < II cr. I CAU FILE: 13 12 1 1 �f`�% � �-, tip 4` . 7 8 PF 1 6�'• � - p � OON 13. A6.4 SCALE: 3/16'-1'-0' -- -- - - --- FN E• GQ' rs 12 t ..:R•Ir:iMNN:w.«.•ea.,x..wn.i]n'•° '. y.4 may,,. 1" 11' Chi iT Ilulllll 11.11111 lilailli IIIIIIIII Ililllill !II!�Illlslllllllll 111111111 IIIIIINI 1111 I11! IIII III IIS ISI ILII IIII !III 11 I III 1111 111 I !!II 1111 !II! I 11111 1111 III! !III III!1111'!!1! III 1111 I 1 LEGIBILITY 8TRiF ! I I I I�i 1 , , 1 I 1 i I i tlmm.iem 10 i 1 IY f'IJ 14 Id Ii1 Id 19 20 21 2+2 23 24 ed 2d 27 28 29 3 IIl !III IIII IIr II I II IIII III ,III II11 I II i! I , O ' HORf ! iiSE Ilk _ .. Qir, 3 wnw.ow.ra .i .. .... - i ., > r GENERAL STRUCTURAL NOTES GENERAL REINFORCING STEEL FIREPROOFING ABBREVIATIONS 1 REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED @+•r-s 1 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 1 FIREPROOFING SWILL BE APPLIED PER TABLE 7-A OF THE UBC. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE ... 2 EDITION OF THE UNIFORM BUILDING CODE WITH OREGON AMENDMENTS. ACCORDANCE WiTH CRSI MSP-1 "MANUAL OF STANDARD PRACTICE' 2 ILL STEEL TO BE FIREPROOFED SHALL NOT BE PRIMED. 2 IN ADDITION 10 SELF--WEIGHT, THE FOLLOWING LOADS WERE APPLIED. AND ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS`. PARA_Lf L MFR MANUFACTURER LIVE LOAD AB ANCHOR BOLT MAX MAXIMUM 50 PSF ON PLAFFORMS 3 REINFORCING STEEL ;AP SPLICES NOT OTHERWISE INDICATED SWILL A&B ABOVE AND BELOW MB MACHINE BOLi BE ACI CLASS B WiTH SPLICES STAGGERED BETWEEN ADJACENT BARS ADD'L_ ADDITiONAL MECH MECHANICAL SNOW ONE LAP LENGTH MINIMUM. INCREASE SPLICES PER ACI FOR TOP COLD F 0 R M E d METAL FRAMING AL ALUMINUM 25 PSF i DRIFT BARS AND BAR SPACING. MAKE LAP SPLICES ONLY AT THE LOCATION,, MIN MINiMUM SHOWN ON THE DRAWINGS, AS INDICATED ON THESE NOTES, OR AS ALT ALTA=RNATE MTL METAL APPROVED IN ADVANCE BY THE ENGINEER. ANC ANCHOR (N) NEW SEISMIC 1 COLD FORMED METAL FRAMING SHALL CONFORM TO ASTM A446, COATING DESIGNATION G60, APVD APPROVED NOT NON-DFlJRUCTNE TESTING SEISMIC TUNE 3 4 MINIMUM CONCRETE COVED OVER REINFORCING SHALL BE AS FOLLOWS GALVANIZED SHEET STEEL. ARCH ARCHITECT, AR!HITECTlJRA1 NIC NOT IN CONTRACT IMPORTANCE FACTOR, 11.25 �, UN: BC BOTTOM CHORD NS NEAR SIDE IMPORTANCE FACTOR FOR COMPONENT$, Ip 1.50 2 MELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 -STRUCTURAL WELDING CODE.. SHEET STEEL.' BOC BOTTOM OF CONCRETE SOIL PROFILE TYPE SD CAST AGAINST EARTH 3" NTS NOT TO SCALE n WELDING FILLER METAL SHALL. BE AWS A5.1 OR A5.5 E60XX ELECTRODES WELDERS SHALL BE BOP BOTTOM OF PIPING/CONDUIT O.C. ON CENTER WIND AWS CERTIFIED• SUBMIT WELDER CERTIFICATIONS TO ENGINEER. BOS BOTTOM OF STEEL OD OUTSIDE DIAMETER BASIC WIND SPEED, V t30 MPH EXPOSED TO EARTH EXPOSURE C OR WEATHER 2" 3 STUDS SHALL BE C-SECTIONS WiTH A MINIMUM YIELD OF 33 KSI FOR 18 AND 20 GAGE, BOT BOTTOM, BOTTOM OF TRENCH OF OUTSIDE FACE IMPORTANCE. FACTOR, Iw = 1.15 OTHER LOCATIONS 1 1/2' BM 50 K51 FOR 14 AND 16 GAGE. � BEAM OFCI OWNER FURNISHED, 3 USE OF (OR ATTACHMENT TO) EXISTING UTILITY SUPPORTS NOT 4 TRACK SHAM. BE DEEP LEG TYPE, WIDTH TO ALLOW FOR FULL. STUD END BEARING. BRG BEARING CONTRACTOR INSTALLED SPECIFICALLY AUTHORIZED IN THIS PACKAGE IS NOT ALLOWED W/0 5 WELDED WIRE FABRIC\MESH SHALL CONFORM TO ASTM A185 EN PRION APPROVAL FROM ENGINEERING. 5 PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR cc BTWN CENTEER TO CENTER 0/0 OUT TO OUT LOAD BEARING STUDS. OPG OPENING 4 THIS WORK OCCURS NEAR AN OPERATING FACILITY. COORDINATE CHKD CHECKERED OPP OPPOSITF ALL CONSTRUCTION ACCESS AND OPERATIONS WITH THE OWNER TO CIP CAST IN PLACE OSH OVERSIZED HOLE: AVOID DISRUPTION TO ONGOING FACILITY OPERATIONS. GROUT cJ CONSTRUCTION JOINT PC PRECAST 5 THE CONTRACTOR SHALL IBE RESPONEIBLE FOR STRUCTURAL STABILITY 1 GROUT SHALL BE ASTM C621 TYPE D NON-SHRINK, NON-METALLIC, CLS CENTERUNE PERP PERPENDICULAR V DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS NON-GASEOUS, PREMIX TYPE. CLR GL EARANCE PLCS PLACES u ^ HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. SPECIAL I N S P E C T I 0 N CMU CONCRETE MASONRY UNIT PJF PREMOLDED JOINT FILLER COL COLUMN PL,Q PLAT X 6 FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS. NOTIFY THE ENGINEER 1 BASED ON 1997 UBC CHAPTER 17, SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS CONC CONCRETEt9 N W ION , OF' ANY DISCRPANCY BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS. EXCEPT AS NOTED ON THE DRAWINGS:w PROJ PROJECTION DO NOT PROCEED WiTH AFFECTED WORK UNTiL ENGINEER HAS REVIEWED CONN CONNECTION PVC POLYVINYL_ CHLORIDE ? .v DISCREPANCY AND PROVIDED ANY NECESSARY MODIFiCAITONS TO THE WORK. CONT CONTINUOUS CONCRETE ANCHORS � do w CTR CENTER RELIVE REINFORCE, REINFORCING � � 7 SEE iDT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. _ CTRO CENTERED N 1 INSTALL HILTi HY-150 ADHESIVE ANCHORS PER ICBG EVALUATION ER-5193. RMETE IN PLACEMENT REQ'D REQUIRED W $ I IN I — _ DBA DEFORMED BAR ANCHOR RTN RETURN m 2 INSTAL! ITW RAMSET/REDHEAD TRUBOLT WEDGE ANCHORS PER ICBO ANCHOR IN INN' RT DBL DOUBLE SC RETSUP CRITICAL Z .LE ` EVALUATION ER-1372. IM N PARATI N DIA, a DIAMETER SHT SHEET t9 ® a FOUNDATIONS 3 INSTALL 41LT1 KWIK BOLT 11 EXPANSION ANCHORS PER ICBG EVALUATION XY DP DEEP SIB STRUCTURAL ISGIATION BREAK Z .c N I N A DWG DRAWING SIM SIMILAR W e 1 SHORE ALL EXCAVATIONS AS REQUIRED TO PREVENT SUBSIDENCE OR. ER-4621. �. DAMAGE TO ADJACENT EXISTING STRUCTURES, STREETS, (E) EXISTING SLV SHORT LEG VERTICAL w UTILITIES, ETC. DESIGN OF SHORING IS THE CONTRACTOR'S 4 SPECIAL. INSPECTION REQUIRED AT INSTALLATION OF ALL CONCRETE M PLATES EA EACH SOG SLAB ON GRADE m RESPONSIBILITY. COMPLY WiTH ALL LOCAL. STATE AND FEDERAL ANCHORS UN. ECS EPDXY COATED STEEL SPCG SPACING _m REGULATIONS GOVERNING EXCAVATION AND SHORING. EE EACH END SPC$ SPACES a 5 SCAN FOR T OR C EXISTING CCYCRETE PRIOR TO INSTALLATION OF ANCHORS. I L A N A ' � EELLC EVERGREEN ENGINEERING, LLC SPECS SPECIFICATIONS 2 DESIGN 501E PRESSURE 2500 PSF 11 PLUS DL PER CEOTECHNlCJII. • REPORT PREPARED BY GEOTECHNICAL RESOURCES, INC., DATED DO NOT CUT OR SCRAPE ANY (E) REBAR. A I� w wEl TNI EF EACH FACE SQ SQUARE 0 AUGUST, 1994• I H A M TA RAMIN IN X ELEC ELECTRICAL SS STAINLESS STEEL I AILIN Y L ELEV ELEVATION SSL SHORT SLOTTED HOLE W 3 ALL FOUNDATIONS SHALL BE 1DLACED ON STRUCTURAL Fill_ COMPACTED TO A EQ EQUALLY SPACED ! 95% OF MAXIMUM DENSITY PER ASTM D1557. tM AAI SID STANDARD 4 BACKFILL BEHIND WALLS SHAT. BE COMPACTED GRANULAR FILL TYP OPEN CHANNEL STRUT I A M N ES EACH SIDE STIFF STIFFENER I!! IN IN , PLACEMENT EW EACH WAY STL STEEL _ UN. DO NOT BACKFILL BEHIND WALLS UNTIL THE CONCRETE HAS of - x EXCL EXCLUDE SW STUD WELD ATTAINED 100% OF ITS SPECIFIED COMPRESSIVE STRENGTH. PUKE 1 ALL SECTIONS SWILL BE 12 GUAGE UNISTRUT M N AND COMPACT BACKFILL BEHIND WALLS AFTER FLOORS ARE ATTACHED WITH ELECTRO-GALVANIZED FINISH (EG), UN EXP EXPANSION SYM SYMMETRICAL AT THE TOP OF WALL AND HAVE ACHIEVED 100% OF THEIR SPECIFIED A A EXST EXISTING T&B TOP do BOTTOM 28 DAY STRENGTH. COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY 2 USE 1/2"0 A307 BOLTS FOR ALL CONNECTIONS, UN .. PER ASTM D1557 TYP UN (F) FUTURE T/SL TOP OF SLAB 3 CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE CAP ON A THE ITEMS CHECKED WITH AN 'X' SHALL BE INSPECTED IN ACCORDANCE WITH UBC CHAPTER 17 FD FLOOR D�°N TC TOP CHORD THE END OF ALL EXPOSED UNISTRUT SUPPORT'S. BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABIJSHED TESTING AGENCY. FOR MATERIAL FDN FOUNDATION TO TRUSS DIAGONAL _ SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING FIN FINISH THD'D THREADED SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE FLG FLANGE THK THICK CONCRETE FORMWORK TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS FLR FLOOR TO. TOP OF DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS FO FACE OF TOC TOP OF CONCRETE M N 4MI HE IN ACCORDANCE 1 vmH 301�PECIFlCAIION$ FOR STRUCTURAL ONCRETE OR STUCTURAL STEEL AIN'TiENTiONFAIL OFOMEET THE PROJECT THE ARCHITECT. SPECIALEIINSPE O'N TESTiNGIMMEDIATELY REQUIREMENTS APPLLY EQTUAILYTHE FRMG FRAMING TOF TOP OF FOOTING ( a +� TO AL1 BIDDER DESIGNED COMPONENTS. FRP FIBER REINFORCED PLASTIC TOG TOP OF GRATING BUILDINGS AND ACI 347 'RECOMMENDED PRACTICE FOR FS FAR SIDE TOS TOP OF STEEL H � CONCRETE FORMWORK". 1 WIDEFLJWGE SHAPES SHALL BE A572-GRADE 50. B CONTINUOUS SPECIAL INSPECTION MEANS IH/AT THE SPECIAL INSPECTOR IS ON THE SITE AT FTG FOOTING TOW TOP OF WALL 2 CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND CONSTRUCTION ALL TiMES OBSERVING THE WORK REQUIRING SPECiiAL INSPECTION UBC 1701.6.1 . PERIODIC GA GAUGE: GAGE � � M ( ) TRANS TRANSJERSE N = OF FORMWORK, SHORING AND RESI+C141NG. 2 RECTANGULAR MSS SHALL BE ASTM A500 GRADE B. SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SiTE AT TiME INTERVALS GALV GALVANIZED TV TRUSS VERTICAL n NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. GRD GRADE NP NPI o. a 3 SECURELY BRACE AND SHORE FORMWORK TO PREVENT DISPLACEMENT, 3 OTHER STEEL SHAPES PLATES, AND BARS SHALL BE ASIAN A36 (UBC 1701.6.2). UN UNLESS NOTED c� z CARRY CONSTRUCTION AND OTHER SUPERIMPOSED LOADS AND SAFELY GRT GROUT SUPPORT THE M4CRETE WITHOUT DISTORTION UNTIL REMOVAL 4 FABRICATION AND ERECTION SWELL_ BE IN ACCORDANCE WiTH THE C NEED ONLY BE PERIODIC FOR A706 FARS NOT GREATER THAN 05 USED FOR EMBEDMENT$, GRTG GRATING UT ULTRASONIC TESTING � N5C 'MANUAL OF STEEL CONSTRUCTION". DESIGN AND CONSTRUCTION PROVIDED THE MATERWS, QUAUFICAIIONS OF WELDING PROCEDURES do WELDERS ARE VERIFIED HCA HEADED CONCRETE ANCHOR VERT VERTICAL 4 REMl7VE FORMS ONL'f WHEN CONCRETE 15 SUFFiCIENTtY FIORD TO OF TEMPORARY BRACING OR SHORING TO SAFELY SUPPORT STEEL PRIOR TO THE START OF WORK; PF•RIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; HK HOUSEKEEPING PREVENT SUFFDAMAGE BY FORM REMOVAL. AND THE CONCRETE HAS PRIOR TO COMPLETION OF CONSTRUCTION 15 THE RESPONSIBILITY AND A VISUAL INSPECTION OF ALL. WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO W/ WITH z 3 0 � A ATTAINED SUFFiCiENT STRENGTH TO SAFELY CURRY DEAD AND ANY OF THE CONTRACTOR. SHIPMENT OF SHOP WELDING. HORIZ HORIZONTAL W/0 WITHOUT � F, SUPERIMPOSED LOAD'' WHICH MAY BE APPLIED AS SUBSTANTIATED HSB HIGH STRENGTH BOLT WS WATERSTOP 3 v► BY FIELD CURED TEST ���'' 5 ALL BOLTS SHALL BE ASTM A325, 3/4" DIA TIGHTENED SNUG TiGHT D ALL COMPLETE PENETRATiON WELDS SHALL BE TESTED ULTRASONICALLY OR Fff USING ANOTHER IF INSIDE FACE WWF WELDED WIRE FABRIC = � � 5F 1�4LL j 5 REMOVAL OF FORMS AND SHORING SHALL. BE IN ACCORDANCE WiTH TYP U S HIGH STRENGTH BOLTING BE U ACCORDANCE WITH APPROVED METHOD, AiSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 IN INCHES ACI 347. WHERE CONCRETE MUST SUPPORT SUPERIMPOSED LOADS OR A490 BOLTS'. E ALL WELDS SHALL BE VISUALLY INSPECTED. JT JOINT PRIOR TO ATTAINING THE SPECIFIED DESIGN STRENGTH, RESHORE LONG LONGITUDINAL CONCRETE IN ACCORDANCE WiTH ACI 347' RESFiORING SWILL BE 6 MACHINE BOLTS AND ANCHOR BOLTS SHALL BE ASTM A307. INSTALL F INSPECTION REQ'D PRIOR TO CLOSING OF CLEANOUTS AND DURING GROUTING OPERATIONS LLH LONG LEG HORIZONTAL IN PLACE UNTIL. FIELD CURED CYLINDERS HAVE ATTAINED THE ANCHOR BOLTS USING A TEMPLATE PRIOR TO CONCRETE PLACEMENT. SPECIFIED STRENGTH. G INSPECTION PER UBIC STANDARD 7-6 LLV LONG LEG VERTICAL 6 CHAMIR--R All EXPOSED CONCRETE EDGES 3/40 TYP UN. 7 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 *STRUCTURAL LSL LONG SLOTTED HOLE WELDING CODE-STEEL'. WELDING FILLER METAL SWILL BE AWS i A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRODES. WELDERS SHALL BE AWS CERTIFIED. SUBMIT COPY OF ALL CERTIFICATIONS TO THE ENGINEER. SURFACES TO BE WELDED SHAD_ BE WIRE BRUSHED c CONCRETE DA"TEI%BEFORE WELDING. W E DS IS LASS FOf OLLOWSS"-°�C� 1"$�°"n" CABLE B R A I;I N G � O _ N a VISUAL SCANNING 100% OF WELD LENGTH. 1 CONCRETE SHALL BE T'c - 4000 PSI O 28 DAYS, SLUMP SHALL. - VISUAL INSPECTION ((WITH MAGNETIC PARTICLE AND/OR DYE I O BE 4' t 1 EXCEPT 3' t I" AT SLABS. CONCRETE MATERIALS PENETRANT, AS SUPPIEMIENTARY INSPECTION AS REQUIRED) 1 CABLES SWILL BE RIGHT REGULAR LAY WIRE-CORE WiTH A MINIMUM BREAKING g AND QUAM SHALL BE IN ACCORDANCE WITH ACi 318 -BUILDING OF SUSPECTED UNSATISFACTORY WELDS FOR CRACKS. STRENGTH AS SAOWM IN THE FOLLOWING TABLE. CABLE SHALL BE ZINC-COATED o CODE REQUIREMENTS FOR REINFORCED CONCRETE,' SUBMIT TO A MINIMUM OF 0.4 OZ/SQUARE FT OR STAINLESS STEEL PER ASTM A304. 2 W CONCRETE MIX DESIGNS TO THE ENGINEER FOR REVIEW PRIOR TO 8 HEADED CONCRETE ANCHORS AND SHEAR CONNECTORS SWILL., BE TYPE_ z CON�MM PLACEMENT. CONCRETE STRENGTH SHALL BE VERIFIED B iN CONFORMANCE WiTH AWS D1.1 'STRl1GTUR/Al WELDING CODE- 2 FABRICATION AND INSTALLI1T10N 0� CABLE BRACING SHALL CONFORM WITH ViSI WR120 W BY STANDARD 28-DAY CYLINDER TEST'S. STEELO. STRUCTURAL STEEL TO RECEIVE SHEAR CONNECTORS SHAT '11VIRE ROPE USERS MANi�," ," BE FREE OF PAINT. jo �2COANCR T AND CURING %TALL BE IN ACCORDANCE WITH 9 PLANT AL STEEL (EXCEPT SS ANO GALL} WiTH 1 GOAT OF RUST INHIBITIVE 3 WIRE Pr,rt CLIPS SHALL BE FS C-450D TYPE I, U-BOLT TYPE WITH HEAVY HEX NUTS. ACI 301 zECIFICA11pNS FOR STRUCTURAL t�NCRETE FSR EL oBUILDINGS . PRIMER, TYP UN. SURFACES TO BE Fl D WELDED OR EMBEDDED IN 4 SHACKLES SHALL BE FS RR-C•-2716 TYPE N CLASS I BOLT ANCHOR.CONCRETE, TOP FLANGES OF FRAMING TO RECEIVE COMPOSITE META_3 CONCRETE SLABS ON GRADE SHALL BE PLACED IN PANELS NOT MORE DECK AND CONCRETE TOPPING SLABS, AND FAYING SURFACES OF A325F 5 WIRE ROPE THIMBLES SHALL BE FS FF-T-2768 TYPE II STANDARD. TK&N 30 FEET SQUARE. OR IN LANES NOT MORE THAN 30 FEET WIDE. BOLTED CONNECTIONS SWILL NOT BE SHOP PRIMED. U.N. ON PIJA.'�NS. JOINT$ SWILL BE FRONDED SUCH THAT THE PANEL 8 TURNBUCKLE ASSEM@LIES SHALL @E FS FF-T-'791@, TYPE 1, FORM 1, CLASS 7, LENGTH TO PANEL• WIDTH DOES NOT EXCEED 1.5 TO 1 IN AW PANEL 10 ALL STAINLESS STEEL RODS AND PLATES TO BE AISI TYPE A316. PLATES HEX BODY, JAW AND JAW TYPE. AND SHAPES SHALL. HAVE /2B FINISH. EA 'R ANS CAD FILE: � EXTERK)R 00kCRETE SHAL � AIR E)r1RAitiED TO S PERCENT 7 CUTTING OF WIRE ROPE SHALL BE By WIRE ROPE CUTTER, SAW, OR FUME CUTTING ����G I N ��/ ��-�-� t 1 PERCENT. 11 CONTRACTOR TO PROVIDE SHOP DRAWINGS OF THE STRUCTURAL STEEL TO AFTER SEIZING. THE ENGINEER AND THE BUILDING DEPARTMENT. SUBMIT MILL CERKICATION5 fp O S BONDING AAC NiS SHALL CONFORM TO ASTM C19lA1 TO THE ENGMIEER. 8 DW"I INUOUS WIRE ROPE ENDS AND BOTH SIDES OF A CUT SHALL BE SEIZED IN '4 w W223PE'p � ACCORDANCE WITH CHAPTER 4 OF AISI WR120. 12 DO NOT OVERSIZE DRNIED OR PUNCHED HOLE'S WiTH BURNING TOFtI:H. g WIRE ROPE CUPS SW►LL BE iNSTALEC USING PROPER TORQUES IN ACCORDANCE WITH OREGON CHAPTER 4 OF AISI WR 120. �y �o 10 TURNBUCKLES SHVL BE PROVIDED WITH JAMB NUTS. n ..'... .. .-. w •4.1.( ,1l111, ..- .._..__•_• www..—�wwhw �v-, ,. .-w•�,1,R .,S...v...v .n,M, w.. .t"•, ,.:. - ;' .,:, Mimi .. •- 1 ... ,' I ,I' 1 ii i �..'�W-14F.:..„.a,•xu4W�.;,.yy1. �'. .. ,. ,:.:La . ..,.m�'wn•....-. X d wnkMJd�� '+�►1Mv'Ywe�raa.�lw.�+!N.�^i�Wri M�d4a*h:•k " "•t•;�U;ta+.:. Qm ,liitll . .sill! I - Itlll , ILII 1!Iilllll I!I�I1111 !lilll!U Illflflll 1111 1111 VIII iII! Illt !!II 111/1111 III VIII VIII II^1111 VIII 1111 1 II i I� �I i i i i �` ' ' LEOIS0.ITY STRIP I + I I I ( I ) I I t ►I► 1 11 ► III IIi niitl ILII II. 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