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7331 SW BRIDGEPORT ROAD-4 r 1itT } tt JDA t .1r ti r� r onii�Yi.NFA.a1.,.1r:....r:AY...WtYlt.,....r..w:.a.c.rx.,..,aa.a..u.r.-.;...,�..._...:..,.a......_... _._........__. ._ ,._........-._.__._. .....-_ .. .."_...__.. ......._..... ...... _._.,....,... f4. it OPUS. Opus Architects& En inners OFFICtcom 10330 Bret Road Ne" ylnn•lonkd. MN 55343-0110 w 852-656-"AA 652-656-4529 1m REGISTRATION Ix . MIINNE LSr' OF w T I ] imi A 1F_j IV r BUILDING R I 7""' , 1 L_ I : I I i I r I Jam_ f rI ISSUE RECORD r� 06/14/04 STEEL 8!.-' SE' 07/19/04 PRELIM. SHELL PER'S' �• _ '1 n r, — 09/16/04 EXT.04 �NALSKIN SW PACKAGE lE F3 �� T`� 1 I - _y TENANT TSKAPIT - — -- cP ,�• :1' E T A I I. 'y )I l I:li�w t _`- 4f I► S , ` 4 r_ I I _ .I: T I 1 - - - - .. _ - ..- -�_t v',-ti - - _ I DESIGN NUMBBER T E j►` •` `1— \j fir• I 5435210-R1 PROJECT NUMBER 40 I I I 1 ,/� i"� !` • i •ry •_� ^`^ '` 1 f 11 � I I, �' -r/"I�r`J-i 1 ', I � 1 DATE w I .h. ,h tl' 1 \ 06/14/04 Ll AZ - ';°" ' r ` PROJECT MANAGER -� r-• ..•- - -S _ _ �, � I � I .,- M. NICHOLS •� v !r' '^ d t I r / -- ' / -, , + DRAWN BY 1 1 `- __• s. 4 ,�_ ~ r �y� r - (A r ` AA - CHECKED BY S. LiPSCHULTZ/L. EVERSON 1: fit '� ' , 1�I \ •^.f r \�l5` f- •, - - '1 -�.r. "�. ,•V , ( tl .%, l^ 111 _ I I r nsm1451an 01 / \. ,� i • \ ?` err _ !:.��•^�: .• _, �„ _ ,�•,� 'n I • Errors may occur in the t a ils electronic bleetorman�cla ms,companies amages or 41 .4 '? 1�" �` • ' fSOl' ' 1 S I expenses arising out of the unauthorized use ' C{ i �� _ �` \ ! `r�• '�' i y `` of the information contained in ekctroroc files. '': r`.a• 4 � �f. l `��•- _'-�--f��'-�• � .. '�a � � \ • � �� I i� � I • Electronic files may not accurotr'. •e'�Pco _ Y - I __ •I s respof the lnsilbiaty built conditions. r>� ��Ji��TI��''f.^.r 1v rt,;.'r,,,lr� {' �''1 bl«,. t ti' •t, f _ • • _ - - _.. - - f of the U9ef t0 i f^ormatilon. `• � ^I.,1 •-.. �� I / _ layouts, dimensions 0^d Other rP d'j. r,' Yrt ' ;r�'. r� ,.'.tj 5+ = i ';?. tu`I"' '•? 4`7 j 1 I r r {� w,� �� !• r „� c� wl' " � � ( r 1 ,� I �� fir This document may not be used ,�1 _` ,j1 • r ` I copied without p^lar written consent 0 all rights reserved ,µ_ t�,{aF9F•.V� R y,�11 3 �>X. >`•i+", .I �..1 . , I � 11 I .} '3 �r .rl,'-1 � 1 l�LF�I f �^;�`� ,A�a a ,v �• � 1 ~ _ * � ' y I ••' � , �� .___ _— x�"1' �' . C. j f, r t Y / I / �^ ,—�`' q /1 O� rnpar•d few r i_ ,I ( �! I^ �,•. City of Tualatin J� r Y'-' r� 1i-•2,�' . '' d j 1 t I �) I t'�J' 1 , � d , 18880 SWMartinazziAven �� Opus;x tI ! ralatln, ue Or n 97082-7092 �••-- �'a-.••- - - ---- - - ._ � �� 1 ' I i -��' �-' r �^ To: Northwest,L L C CITY OF TUALATIN 1000 S.W. srvod.7 Suite '130 PorM•nd, a+se^ 97705 APPROVED PIANS E won— (50t, 9,6_e963 > NO, :-c_- � DA� ?--w- C-q PROJECT AUDAESS:••,•_,'7J� 8,.:� 4/. BRIDGEPORT • VPWMBY: r _�, I VILLAGE Tr ro NCP BUILDING R1 v '4�.,'P� L«AOFFICE COP emit t>Il�eed 411 the�IHns �t`t°;ficaliUrls, TUALATIN, f1R. tilted T!M►et da4ll llorll Tlpt M ttlP Quilrimq (.?FFI(Ia; hnrTT �1lflANtter FfdIl0I1'd eTTnrS In i �IATIS. V D WADE� SHfET iRTE r doll, Ix firm preY,..r,tlrly L,anhilIq JET r--- 1U un(W When In vlrllaN)p `0 BLDGAl d dealt o0dr a� t�r>ri0lew an ire � m►0th ,. Se�lir�l 106.3.1 of tom. d ft)umAtction Q� l 0 COVER SHEET i�awrr:,�# rr�mrxc any n / �rFfllt NO _� � x, w ci-v OF TUALATIN l— _.— _ wFCEIVED r99FT NUMBER Il:a f, • , •.., ,;; cr- ? 7200.1 w � r R 1 CS1 � MINEERM 6 8111LDING DfPAHTMEN? ,. :. wre6ltr ,1 t *' �1 *•+w+a+wlirY +p J M- [BiYtK' ' 11111 I ' 11'111 Illr IIII�I{1 11 {t 1 1 I1 1 1 J 1 1 { i t !i I l I ! I t i I t Ill 1 1 1 1 1 1 tlll'1111'llll I IIII ._ - LEti�.IT11 S1rwN► T I I I I 1 I l a 14 I�E! 17 t 18 IQ I o 1 ?II 22 I ?�a 24 ats J 210 12I'� 2a 2030X o I d Maul n .1 ";:,7 -o , ^1 , _ ABBREVIATIONS '-- - SYMBOLS PROJECT DIRECTORY DRAWING INDEX _ _RI /r OPUS I B A - --- F--- ---- P- R1 TS 1 BLDG R1 TILOG RI TLESHEET1 A.B. ANCHOR BOLT FAB FABRICATE, FABRICATION PAR PARALLEL DRAWING TITLE • ABV ABOVE F.B. FACE BRICK PBD PARTICLE BOARD -�� --- - R1 AC1.0 MISTER CODE SUMMARY SITE PLAN ✓ AL ACOUSTICAL F.D. FLOOR DRAIN P.0 PRECAST CONCRETE DRAWING NUMBER General ContraL ctor Develo er Rt ACT.1 BLDG R1 CODE SUMMARY ✓ A/C NR CONDITIONING "DN FOUNDATION PERF PERFORATED DRAWING NAME — -�'------- Opus Architects A(TL ACCESS FLOOR F.E. FIRE EXTINGUISHER KRIM PFRIU9- ITL ER TE Opus Northwest LLC tOQO SW ARCHITECTURAL L ACT ACOUSTICAL TILE F.E.C. FIRE EXTINGUISHER CADMET PERP PERPENDICULAR t • = 1, 0• '- Broadway, Suite 1130 Portland, R1 A2 1 BLDG R1 FLOOR PLAN, DOORS HARDWARE, CrlCjlrleer� {(1�. ADOL ADDITIONAL F.F.E. FINISHED FLOOR ELEVATION PL PLATE Oregon 97205 . k 1,-0 I ADJ "LISTABLE F.H.C. FIRE HOSE CABINET P.L. PROPERTY UNE (503) 916-8963 ' R1 A2.2 BLDG RI ROOF PUN R1 WALL SECTIONS(GRI DkAWlra CA':1 R1 A3.1 BLDG R1 EXTERIOR ELEVATIONS ADMIN ADMINISTRATION FIN FINISH, fMISHED PLAM PLASTIC LAMINA[[ Contact Mike Nichols Rt A4.01 BLD .✓i A.F.F. ABOVE FINISH FLOOR FL FLOOR PEAS PLASTER Rl G, 01 M.02 BLDG R1 WALL SECTIONS � 103.50 iMen Rood lift, AGG SH FLASHING PL IBC PLUMBING Retail DPartner evel�ment 952-656-4444 ALT ALTERNATE FLEX FLEXIBLE P.LF POUNDS PER LINEAL FEET 94.03 BLDG R1 WALL SECTIONS J Wnn�onka, uM tt3 AGUREGATF FLA ALUM ALUMINUM FLG FLANGE PLWD PLYWOOD 1 l -- _ COLUMN LINE ::2'RID AND NUMBERS Center oak Properties, LLC R1 A4.04 BLDG R1 WALL SECTIONS � 952-656-4529 fox [ GN W. 12th Street Rt A4. L let ENLARGED SECTION DETAILS ANCH ANCHOR, ANCHORAGE FLOUR FLUORESCENT PNL PANEL ' A.P. ACCESS PANEL F.P. FIRE PROTECTION PNT PINT 1 NEW CUIUMN re NUMHI k Gresham, Oregon 97030 F21 95.011 BLDG R1 ENLARGED PIAN DETAILS V -- ---- ---- --- A.P C ARCHIIECTUKAL PRECAST FR (503) 666-1233 FIRE RESISTANT TREATED POE POUSH, POLISHED - E?IS1IN1; i_ui uMN NIIMHIk R1 A5.11 BLDG R1 TYPICAL DETAILS 410'R1 95.12 BLDG RI TYPICAL. DETAILS It CONCRETE F.R.T. FRAME, FRAMED, FRAMING POLY POLYETHYLENE Contact: Jean Paul WardR1 95.13 BLDG R1 TYPICAL DETAILS �y Rt 'DATION APPD APPROVED F.S. FAR SIDE PR PAIR APPROX APPROXIMATE FT FOCI, FEET PRELIM PRELIMINARY ��--� SECTION TARGET 9 R1 A5.14 BLDG R1 TYPICAL DETAILS J ARCH ARCHITECT, ARCHfTECIURAL FTG FOOFING PREFAB PKEFABRICATEU O _._ _—.--_ Civil Engineer !._ R1 A5.16 BLDG R1 TYPICAL DETAILS �,��,� ' "'� a-Dap ` LDC Design Group, Inc. R1 A5-16 BLDG R1 TYPICAL DETAILS J AUTO AUTOMATIC FUR FURRED, FURRING PREP PREPARE, PREPARATION L SECTION NUMBER RI A5.17 BLDG R1 TYPICAL DETAILS / V U� AVC AVERAGE FUT FUTURE PRES PRESSURE `�_ __ SHEET NUMBER 20085 NW Tanasbourne Dr. B AND F.V.C. FIRE VALVE CABINET PROD PROJECTION Hillsboro, Oregon 97124 R1 96.1 BLDG R1 WALL SCHEDULE � 0 Al - PcjF POUND PER SQUARE FEH1 �- DETAIL TARGETS (503) 858-4242 I l �t PSI POUND PER SQUARE YARD �. ----- - GA CADGE PT POINT DETAIL DETAIL NUM9ER t^ BD BOARD GAILY GALVANIZED P.T. POST TENSIONED "' SHEET NUMBER ,y REL BELOW G.C. GENERAL CONTRACTOR / Traffic Consultant �" } BEV BEVEL GD GRADE, GRADING P.T.D. PAPER TOWEL DISPENSER 0 E--, STRUCTURAL - BIT BITUMINOUS GKT GASKET, GASKETED PT?N PARTITION A-� Kit0 S,W Ac Associates, Inc. R1-SI rlTLf SHEET BIT BLOCK, BLOCKING GL GASKET GLAZING P.T.R. PAPER TOWEL RECEPTOR 610 S,W, AId7r, Suite 700 BLDG BUILDING G.M.U. GLASS MASONRY UNIT PVC POLYVINYL CHLORIDE 1 ' DETAIL NUMBER Portland, Oregon 97205 R1-S2.0 FOUNDATION PLAN I t \.� SHEET NUMBER (503) 228-5230 Rt-52.1 SLAB EDGE PLAN ./ RM BEAN GR GRADE Contact: Mark Vendehry R1-53 ROOF FRAMING PLAN J B.O. BOTTOM OF GYP BO GYPSUM BOARD 0.f. QUARRY TILETARGET RI-S4 SECTIONS and DETAILS ✓ BOT BOTTOM GYP SHTG GYPSUM SHEATHING QTY OUANIITY O ��` ELEVATION--_-- R1-S5 SECTIONS and DETAILS ✓ BRG BEARING Architect of Record R1-S6 SECTIONS and DETAILS Ax.x ELEVATION NUMBER BRK BRICK H -- --— --- R - SHEET NUMBER Opus Architects and Engineers 3-7 BSMT BASEMENT H HEIGHT R RISER, RISERS 10350 Bren Rood West I B S BOTH SIDES H.B. HOSE BIB RAD RADIUS REVISION TARGET Minnetonka, Minnesota 55343 H.C. HOLLOW CORE R.C.P. REFLECTED CEILING PUN B.T.U. BRITISH THERMAL UNIT ---- (952) 656-4444 , HCP HANLVCAP HWN[>ICAFF'�F.D R.O. ROOF DRAW ) >' - BTWN BETWEEN HD HEAD R.D.L. ROOF DRAW LEADER ` / REVISED AREA CLOUDED Contact: Patrick MocNobb B.U.R. BUILT UP ROOF HDW HARDWARE REV REVISED, REVISION �-�_f CHEX HEXAGONAL RECP RECEPTACLE Design Architect CAB CABINET H.M. HOLLOW METAL REF REFERENCE A�NUEVEL TWO — FLOOR ELEVATION TARGET Perkowitz do Ruth Architects CAP CAPACITY HORIZ HORIZONTAL REFL REFLECT, REFLECTED 114'-0" DESCRIPTION OF WORKING POINT 15 Corporate Plaza, Suite 200 C.B. CONCRETE BLOCK H.P. HIGH POINT REG REGISTER BUILDING OR DATUM ELEVATION Newport Beach, California 92660 CEM CEMENT HR HOUR REINE REINFORCE, REINFORCING CER CERAMIC H.S. HEADED STUDS REM REMOVE (945) 721-8904 C.F. CUBIC FOOT, FEET HT HEIGHT REOD REQUIRED N Contact: Sean Meehan - C.C. CONNER GUARD HTG HEATINL, R.N. RCHI HAND NORTH ARROW Planning C.G.S. CENTER OF GRAVITY HVAC HIEATING/VENTING RM ROOM 9 OF STRAND Alk CONDITIONING R.O. ROUGH OPENINf, A1 S CRAM CHAMFER H.W. HOT WATER R.O.W. RCHT OF WAY ngelo Eaton Associates CJ CHAN CHANNEL MMD HARD WOOD R.P. RADIUS POINT 620 SW Main Street, Suite 201 CHDB CHALKBOARD HYD HYDRAULIC RR RAILROAD Portland, Oregon 97205 CLR CIRCLE R.P.M. REVOLUTION PER MINUTE (503) 227-3673 i Li-.4iii-, - Contact: Cathy Corliss C.I.P. CAST IN PLACE ----- ---- R.LU ROOF TOP UNIT I.D. INSIDE DIAMETER CIRC CIRCUMFEkLNCE R.W.C. RAINWATER CONDUCTOR C.J. CONTROL JOINT I.F. INSIDE FACE Landscape Architect It IN INCH, INCHES CK CAULK, CAULKINGIN INCLUDE, INCLUDING S SOUTH CLG CEILING The Berner Pornership . CLO CLOSET INFO INFORMATION SAN SANITARY 1721 Eighth Ave. No. CLR CLEAR INSUL INSULATION SCHED SCHEDULE Seattle, Washington 98109 w - CLS CLEAR, CI_EARIWCE INT INTERIOR SCTV SECURITY CAMERA (206) 325-6977 CMP COMPRESS, COMPRESSED LS. INSIDE TELEVISION Contact: Grege Brower, Phil Decker C.M.0 CONCRETE MASONRY UNIT ISO POLYISOCYANURATE S.D. SOAP DISPENSER C.U. CLEAN OUT SECT SECTION Geotechnical CQEF COEFFICIENT JAN ANITOR S.F. SOUARE FOOT, FEET Terra Associates, Inc. COL COLUMN JST JOIST SGL SINGLE 12525 Willows R gad, Suite 101 COMB COMBINATION JT JOINT $HET SHEET Kirkland, Washington 98034 COMP COMPOSITE SHTG SHEATHING CONC CONCRETE K--__ --- S.I. SQUARE INCH, INCHES (425) 821-7777 CONE CONFERENCE KR KITCHEN SIM SIMILAR MATERIAL INDICATIONS Contact: Ted Schepper, P.E. CONN CONNECTION K 0. KNOCK OUT S.L SNOW LOAD CONST CONSTRUCTION SLNT SEALANT CONT CONIINUE, CONTINUOUS - - S.N.D. SANITARY NAPKIN DISPENSER CONY CONTRACTOR L LENGTH S.N.R. SANITARY NAPKIN RECEPTOR (� EALRTH/COMPACT STONE. �/� FINISH W000 r CONV CONVEYOR � LABORATORY A�0 LAMINATED SPG STANDPIPON E EAT ILL•I-II COORC COORDINATE LAT LATERAL SPA SPACE, SPACES CORR CORRIDOR UV LAVATORY SPEC SPECIFICATION GRAVEL/POROUS ,,% MARBLE/GRANFTE PLYWOOD CPT CARPET, CARPETED L =� CS COUNTERSINK LB POUND, POUNDS S.P.R. SINGLE PLY ROOFING CSMT CASEMENT L.H. LEFT HlWU SSQUARE CONCRETE STEEL/ALUMINUM ROUGH WOOL' C.T. CERAMIC TILE LIB LIBRARY S..S. STAINLESS STEEL CTR CENTER UN LINEAR STD STANDARD L.L. LIVE LOAD STA STATION c c �� RECORD C.W. COLD WATER _,AMU/MORTAR/ O BATT OR SEMI RIGID � BLOCKING OR SHIM C.Y. CUBIC YARD, YARDS L.L.H. LONG LEG HORIZONTAL STL STEEL POSTER I � I T( INSULATION /'� r LLV. LONG LEG VERTICAL STOR STORAGE 06/14/04 STEEL 9i D LOC LOCAIE, I.00AT;ON STRUCT STRUCTURAL COMMO /N FACE RIGID INSULATION 07/19/04 PRELIM. S';-- D , DEEP, DEPTH L.P. LOW POINT SUSP SUSPEND. SUSPENDED BRICK DB DECIBEL, DECIBELS LT LIGHT S.Y. SOUARE INCHES 07/19/04 EXT. SHE_- DBL DOUBLE LTG LIGHTING SYM SYMMETRICAL CONCRETE MASONRY FIRE IWING r 09/16/04 PERMIT SU;'Y DEG DEGREE, DEGREES LTL LINTEL T UNIT DEMO DEMOLISH, DEMOLITION LVR LOUSIER - ---- — DEPT DEPRESS, DEPRESSEDM _ __ _ T.B.E OP OF BEAM ELEVATION F-1 �� J DEPT DEPARTMENT WATL MATERW_ T.D.E. TOP OF DECK ELEVATION „LT DETAIL MIpJ MANUAL T.F.S. TO FACE OE STUD DIn DIAME?ERDIAMILS MASONRY TEL TEI EPHONE DIM l IM DIAGONAL DDIMENSION MAX MAXIMUM TERM TERMINATE, TERMINAL DIM ;JECH MECHANICAL- TEMP TEMPORARY DISI DISPENSER MED MEDIUM TEMPR TEMPERATURE DIV DADL MEMB MEMBRANE TERR TERRAllO D.L. DEAD LOAD MEZZ MEZZANINE T.F.E. TOP OF FOOTING ELEVATION ON DOWN MFR MANUFACTURER T&_G TONGUE AND GROOVE D RAWV I N G NUMBER SYSTEM DO DITTO K TH MAN HOLE T H . . HK IC DRDOURM -----------_ __- ----- --------- ... . -- ---- ----- -- D.S. DOWN SPOUT MIL MILLIMETERS THRU THROUGH D£SKiN NUMBER DWG DRAWING MIN MINIMUM T.L. TOTAL LOAD ARCHITECTURAL DRAWINGS ARE DIVIDED INTO ELEVEN SPECIFIC GROUPS (T1, ACI, A149);A9): THE GROUP NUMBER WILL ALWAYS DEFERRED SUBMITTALS S435210-R 1 DWL DOWEL MIS(: MISCELLANEOUS T.P.D. TOILET PAPER DISPENSER '?[MAIN THE '_;AME W) MATTER HOW LARGE OR SMALL THE PROJECT ADDITIONAL DRAWINGS MAY BE ADDED TO THE - -- - -- - - M.L- MATCH UNE T.S. TUBE S`EFL ":ROUPS WITHOUT iNTFRPUPTING THE A!PliANUMERIC ORDER. PROJECT NUMBER E _ M.R. MOISTURE RESISTANT T.S.E. TOP OF SLAB ELEVATION E EAST MO MASONRY OPENING TV TELEVISION PASSIVE METHANE VENTING -Ur,IDER SLAB DATE EA EACH MTD MOUNTED TYP TYPICAL E.J. EXPANSION JOINT MTL METAL U !2GtiILQiQ G"n-Q11 P NUIfl— FI T NUMBER COMPO_ ELEVATOR 06/14/04 E.I F S EXTERIOR INSULATION MULL MULLION UNDERWRITERS ldT.54TNITORY PROJECT MANAGER U.L. AND FINISH SYSTEM N U1. UNEXCAVATED T1 TITLE SHEET COVER SHEET DISCIPLINE PREFIX MEP (MECHANICAL, ELECTRICAL do PLUMBING) M. Nh,HOLS EL ELEVATION N NORTH UNFIN UNFINISHED � DPJM BY ELEC ELECTRIC, ELECTRICAL. SPRINh LER ELEV ELEVATOR N/A NOT APPLICABLE U.N.O. UNLESS NOTED OTHERWISE N.I.C. NOT IN CONTRA(' UR URINAL AARCHITECTURAL. CODE ET SUMMARY cls SELL EWER EMERGEN(:Y AtT SITE WORK, SITE DETAILS FIRE ALARM EL ENCLOSE, EN0_Q;URE NO NUMBER UTTL UTILITY A2 PIANS AND ENLARGED PLANS All KEY MAP � INC ENGINEER NOM NOMINAL V AS EXTERIOR ELEVATIONS � STRUCTURAL STEEL SHOP DRAWINGS LIPSCHULTZ/L LVEF E.P.D.M. ETHYLENE PROPYLENE N.S. NEAR SIS CIRCULATION VAFB VAPOR BARRIER CAL DIENE T`RPOLYMER N.T.S. NOT TO SCALE A4 SECTIONS AND VERTICGROUP NUMBER 1 V.B. VINYL BASE A5 EXTERIOR DETAILS r r� J ` STEEL DECIk SHOP DRAWINGS EU EQUAL O V.C.T VINYL COMPOSITION TILE A6 SCHEDULES + Errors rrwy occur in the trors�^': EQUIP EQUIPMENT CIA OVERALL VERT VERTICAL A7 INTERIOR ELEVATIONS SHEET NUMBER (FLOOR LEVEL JCINEMA reSp�Iectnsi files. The Opus res. Jar, EST ESTIMATE ON MULTI-FLOOR PROJECTS) -- _� GLAZING SHOP DRAWINGS responsible for out claims, Nor• O.C. ON CENTER, CENTERS VEST VESTIBUI E A8 INTERIOR DETAILS � � GLAZING ELECTRIC WATER COOLER O.D. OUTSIDE DIAMEIER V.T. VINYL TILE A9 REFLECTED CEILING PLANS r expense rn Deg out of the unatn, CX15T EXLTIfNG O.F. OUTSIDE FACE V.W.C. VINYL_ WALL COVERING I _� �� GENERAL SIGNAGE OFF CFTICE ±, •-r- 'of ,e information contained n f EXP EXPANSION O.H. OVER. HEAD w - - - I EXT EXTERIOR OPNG OPENING W WEST �� W WIDTH Z�__ R1 �" R2 • Electronic tiles may not acc�.• the final as-built conditio OPP OPPOSITE �----�� _ -f - - - responsibility of the user O.R.D OVERFLOW' ROOF DRAIN W/ WITH layouts, dimensions and oT' OZ OUNCE, OUNCES WD WOOD LOCATION MAP - - - - - - ISSUE RECORD information. WOW WINDOW — -- -^'L WHTR WATER HATER --------- --- - -- T - • Th+e document may net t e - - - --- I W/o WITHOUT T ` ZU -. IS �I-11- DATE REV. DESCRIPTION SHEET NO copied without prior wntte, WP WATERPROOFING WE, WORKING POINT ,17 A B �- _- - -- - - -- - - m 01 righb re9■rved W.R. WASTE RECEPTACLE ham I�' WT WEIGHT �'r" 0 A � - 1 06/14/04 - STEEL BID SET SEE INDEX W.W.F. WELDED WIRE FABRIC V c� PrporW For Y -- - ��' YD YEAR �� �O ��� �- _-- _ 2 07/19/04 - PRELIM. SHELL PERMIT SEE INDEX �, ti I � OPU5 3 07/19/04 - EXT. SKIN PACKAGE SEE INDEX -- y 1 --- - Alton � 30X � - Opus Nor;h,,,eSi i_I_ - C D 4 09/16/04 - PERMIT SUBMITTAL SEE INDEX _ Z7 = A __ _ ,syr � 1000 S.W. !inx+4•n VI .�? � d � C �� (so� ii°rR o, C7 PPn.4 f t r «; BRIDGEPORT ' �?+ s�•' , VILLAGE SITPIN �,,,, � BUILDING R1 TUALA4TIN, OR. 0 E* EkW Ln � E BLDG R1 U o0 c G N I v ' E "TITLE SHEET 0Q �' Auutlleo _ - trY $ �,o �� ,�'' �1kC10 � /> � 47�aM tl�o+w 40 iCITY OF 1LM111►T1N `�- Pate Paters Rd �' r (/ -�trlwrRAK w t� wl�l. .�srw vEo McE1 1 - p •� GHQ- j' was hes9+�raAaR - -- -- - SEP 2 7 ?004 1- ------ YC 90 am Mai � _ _ f - _ -- -_--- EN�Ei�RiTi'--. �- s►+rn NtIw�R r �r E � �, Kr7Rl11A�� LDi;� .CX7rtu t 02004 Navic3stion Uchlr4c+l�glill�-- t- / Iia � ._ _ Ti . , r Cl- -y.. .. _ _ _ __'___. M,A4oair ,`MWitlIM!'ItlYYI/�giMlfolMrYf11I� .'SPn.r+.r,gfrs rpIDlllq{Vyry�� _ ;.,. -.._..,..,�.....tee-�...�,-.....-.�..�...�. _._.. �.._._.. ......_. ..,. .. t... fv.;AttiIAIMIQ.:..,aLE$d.tx'dit: ' Wi,Yi4gq!„y. t CETT ±,(til It thf t1H iJl 1N III I HILI II 11 I t I III 111.I 111 ?1 t' to TlLI I !I I t i I It I II III I. nun IIITIII;I IIIIIII'I IIIIIuII i IIIIIH IIHIIIII IIt111tII±1H1!III ittlllll1 II IIIILI 111111111' u,I111r 111 ± ,I ulllllllllllll uEararnr 1 1 I , I I, I I ! ! ( I t I I 10 I� 14 IQ I IA IO 1 ILS 23 4 ax5 6 2'Y 9 2A �9 I _ t, I ai {, jr y , k • ;P 3= •Y J F � ' BRIDGEPORT VILLAGE MASTER CODE SUMMARY � �e OPUS �__•_ I �` PART i-GOVERNING CODES---- --�---.� II Ito BLDG CODE 200318C NO AMEWJMENTS OFFICE CO� MECH 2002 OR MECHAN':CAL SPECIALTY CODE vs Opus Architects& f PLUMBING 2000 OR PLI,!!:+LNG SPECIALTY CODE ELECIRICAL 2D7.' MELLCIRCALSPECIALIYCGDE Engineers, Inc. --- -- -- AC(.'.SSIBIJTY 19011 OR STRUCTURAL SPECIALTY CODE WITH 06.00.01 AMENDMENT CH 11 ENERGY 190808 STRUCTURAL SPECIALTY CODE WITH 96.00.01 AMENDMENTS -- vim- - CH 13 10350oBFlli (or o5III, r Mil ELEVATOR 2002ASMEA17IAIPERJIM RUNYUN) 952-656-4444 CXP= ' � , � � 40 FIRE CODE 1999 OREGON FIRE CODE 197(IFC)WITH OREGON AMENDMENTS AND 952-656-4524 Im TVFR INSERTS 1 • • , I PART 11 BUILDING DESCRIPTION(OAS SCOPE - - I ) / MJLTI-TEVANT LIFE-STYLE RETAIL CENTER,^ REGIS1RA110N T SETS FL hill IL•¢_••�'•i1 I �� r s•*` -OPUS AND PARKING GARAGE A&E WILL SUBMIT INE WIL ALR-0 SUBMIT IT�T 1 S ON DT E GROCERY AND H I \ UPPER LEVEL OF BLDG E / RESTUARANT(ATTACHED TO BUILDING E, CRATE d BARREL.REGN_'-'IRcMA AND THE FA /- \� / j PERIMETER' -4 JIL04NGS WILLUE SUBMITTEDBY OTHERS PART 111 CODE MODIFM,.ATIONS!ALTERNATE DESIGN'S t�4 i ,l• • I • • I 1 7003 INTERNATIONAL BUII DING CODE APPROVED FOR USE ON THIS PRO.;FCT MIN�i PER OFUS AAE REQI:EST LLTTLR DATED 1CIP2103 AND SIGNED BY JOHN �1 STELZENMUE�LER .0/27)03 'I i 2 PARKING STRUCI URE IS REQUIRED TO HAVE CLASS I STANDPIPES AT EACH LXl I S I Alk AS AN AL I L'. 4A I L 10 AUUING F IRL ACCESS ROADS,U 1 Ht NOR I H AND WEST AS PER TVFdR-FMO - � 3 RETAIL BUILDINGS TO BE FU_LY SPRINKLERED BUILDINGS A B C D TO BE i i`i`i`I• / I IU I _ DESIGNED FOR ORDINARY HAZARD GROUP 2,AND ARE REWIRED TO HAVE 1 1 I EXTERIOR ACCFSSIBLE FIRE CONTROL ROOMS AS AN ALTERNATE TO NOT I `fI 1f ` HAVING 150 FIRE ACCESS AVAILABLE TO ALL SIDES OF THESE BUILDINGS AS all. tl PER TVFAR-FMO \ - \ PART IV PARCEUNGIPROPERTY LINES — C-� t BUILDING G AND GROCER ARE CONSIDERED ONE 1NDINDUAL"BJILDING ANO � ' J• J DO NOT HAVE AN ASSUMED PROPERTY LINE BETWEEN THEM T r_U-7 _ _ - / 2 BUILDING E ANDRE STUARANT ARE CONSIDERED ONE INDIVIDUALBUILDING > ' �' L i.�1. •+ir• / AND DO NOT PAVE AN ASSUMED PROPERTY_INE BETWEEN THEM C L r I pp n i . •• .• 1 ' is .•-� Y� F 'ALL NOW DUAL'BUILDINGS ARE CONSIDERED SEPARA-E BUI-DINGS ANC HAVE ASSUMED PROPERTY LINES CENTERED BETWEEN 71-EM AND ADJACENT ' I I g Rllll WINGS / . / I frit � IC'9 �'�'` ^'� •-----� �� A i • . �� ' I I _ .� I I PART V OCCUPANCY TYPES . A2--RESTAURANT A-OFFICE _ M-RETAIL • '�� cm S2-OPEN PARKIN;GARAGE �/ /� / I OCCUPANCY SEPARATIONS(TABLE 302.3.2) ITI , / i/ `` 'f. ,% � ./ � �' 1O• • � I I Q � SEPARATED USES 302 3 2 NON-SEPARATED USES 302 31 _ • • / , . . I �' '� -- _ -� J I P\ �`Q (TIN 1 HOI"c O HOI IR s l�CHI 22 --`- A2/M 1 HOUR 0 HOUR A LIC C P �S \ �" -_�-_.- �- • I �� A^✓irA 1 HOJR OHGUK Ci Q • /' ' / I �I ��` �QPO N _ PART VI GENERAL BUILDING LIMITATIONS r I r� r I / �- Occ. Allowable Stories/ Stodesf I Proposed Area 6 ) Area per Ht. Ht. I ,7 I \ ` Building Group D ( F-• Floor Proposed Allowed � � \� �' � ti i I t I I I ✓ I r. 9� 1Ii. � 1st Floor 2nd Floor Total 542 - pe,tier 332,192 Unllmlted 4 bars 12 bars -�-- , " I ' I, I I • • A M 10 133• • I / -� 0 30,133 390 1 SV55' 56V75, B M 40 391 40,391 43,845 1sU45' 5st175' M 36 650 0 36,650 43,310 i sU42' SsU75' 1 I. i t • IL .Z. .! JL 1f I. rte` - 3 �- � Ir II D M A2 d 288 13.448 47.736 43 520 2sU42' 3st/75' 0Ho t ,I . • — -1 A �� V E + Restaurant M B A2 32 310 25,351 59,661 35.126 2sV42' 3stf75' r �' '� F M 19 631 0 19,631 b8,125 1sV40' 6sU75' �'`� ' ~ �I G - Grccery M 46 560 0 46,560 59.000 1st/40' 5stf75' �j� H A2 18 500 18.500 37,OCO 31,730 2sU42' 30175' ...�. m I8I ��� R1 A2 8 226 C 8.226 40,980 1 s tii 3sU75' R2 A2 9 930 0 9,830 40,890 1sV36' 3stl75' Cinerr a (3) A' 82 50U 0 82.500 Unlimited 1sV70' 3stf75' Pad 1 (4) A2 6,100 6,100 28,300 1sU30' 2st160' Pad 3 (4) A2I 18,108 181109 26,500 1st/30' 2sU60' ISSUE art � \ Pad 5 (4) A2 7,730 7,730 28,500 lst130' 2s/160' ORD - 0 ► f/ Pad 6 (4) A2 6,700 6.700 28,500 1st/30' 2sv60' N `� l� , , ? • < . < . < < /� 06/14/04 STEEL 1 Crate 8 Barrel (4) M 18,000 180001__36.000t 33,750 2st142' 2%V60' _-. - — --- _ _ --- 07/19/04 PRELIM. - r ` .,► \ �,�` Y_ 07/19/04 ExT. SK Const Exterior Wall Exterior Op'g _ 09/16/04 PERMIT B wilding_1 S prink ler t � T e Protection Protection f,` >r` Table 602 Table 70.4_8_ •� -- �i/'' �\ ti� Garage IB 1 Fr > 10' < 30' 0 > 10' (T704.8c) Na A Ila 0 hr > 10'to APL (1) 0 > 10'< 30' (T704 8g) Yes zn_ / B IIB 0 hr > 10'to APL (1) 0 > 10'< 30'(T704.8g) Yes / '�^ �// \ ��' C IIB 0 hr > I O'to APL. (1) 0 > 10' < 30' (T704.8g) Yes D IIB 0 hr > 10'to APL (1) 0 > 10' < 30'(T704.8g) Yes / �• /, -- // \� j / �� \\ \ E + Restaurant IIB 0 hr > 1 O'to APL (1) 0 > 10' < 30'(T704 8g) Yes •n - / '�, // �// / % F 118 0 hr > 10'to APL (1) 0 > 10' < 30'(i'704 8g) Yes G + Grocery IIB 0 hr > 10'10 APL (1 ) 0 > 10' < 30'(T704.8q) Yes _ _ DESIGN NUMBER I \ / •R- - / / / _� �•_ \ \� % H IIB 0 hr > 10'to APL (1 ) 0 > 10'< 30' (T704.89) Yes r R1 IIB 2 hr < 5'to APL (1) 1 5 hr -c 15% max(2) Yes X435210-R1 .r - / �` \ \ 'f i \\ �y : •�' R2 IIB 2 hr < 5'to APL (1 ) 1 5 hr < 5', 15% max(2) Yes PROTECT NUMBER i Cinema (3) IB 1 hr < 5'to APL (1) 1 hr < 5', 15% m ox(2) Yes Pad 1 (4) VS 0 hr > 10' to APL (1 ) 0 > 10' < 30' (T704.8g) Yes DATE 1000, \ \ Pad 3 (4) VS 0 hr > 10' to APL (1) 0 > 10' < 30' (T704.8g) Yes 06/14/1"14 Pad 5 (4) VS 0 hr > 10' to APL (1) 0 > 10' < 30' (T704.8g) Yes PROJECT M4%!R Pad 6 (4) VB 0 hr > 10' to APL (1) 0 > 10' < 30' (T704.8e) Yes M. NICHOLS �y Crete 8 Barrel(4) VB 1 0 hr > 10' to APL J1 ) O > 10' < 30' (T704.8g)l Yes DRAWN By �� // / ✓ \ / f t Notes J. HOWELL -) APL = Assumed Property Line For exterior w all and opening protection distance must be CHECKED BY measured to an assumed property line betw een buildings. regardless it this assumed property S �c`', \ Imo s a legal viuperty lute (parcel Ina) or not S. LIPSCHULTZ/L. ESE _ %i •� 2) P•otected openings < 5'from APL The sum of the open ng sizes can only be ^5% max of the �� • furors may occur in the trans, ' - wall area �/'�/ ///� / 1 1 �� electronic files. The Opus compare: :` I/ t7 3) Cinema by other Architect Informatior Usteo here Is assumed only. for pwposes of analyz ng responsible for any c101ms, dam,; • Its / / .Aw- Il exterior w all and opening protection required bet* een Cinema ana R1. R2 expenses arising out of the unouthorlec .se l"M S F 4) Build ngs by other architects Information fisted her is assumed for comparison purposes only of the information contained f iles. 6) Items in BOLD per 02710/04 mcenng w ith Bu lding Departmeit • Electronic files may r,' Occulater 'e'e the final as-built ll cond 6) All square foot° es are approximate \ / , responsibility of the JSer layouts, dimensions P information. \ 1 i PART VII TYPES OF CONSTRUCTION • This document may not t" \ /• � copied without prior wn't'" BUILDING ELEMENTS TYPEIB IYPE118 IYPEVB 0 oil rights reserves STRUCTURAL FRAME 2 HOUR 0 0 - - - , I I BEARING WALLS - _ / ( NX ERIOR 2 0 U Wood For NON-BEARING V A.I.S.EXTERIOR SEE BUILDING SPECIFIC SUMMARY NON-BEARING'JAILS INTERIOR 0 0 0 FLOOR CONST 1UC(ION 2 0 0 ROOF �N OPUST - - ,/,.,, CORRIDORS 2 0 0 , I a o . PART VIII FIRE PROTECTION SERVICES Opus Northwest,LL.0 • r/ �� \ J I • rULLY SPRINKLERED BUILDINGS EXCEPT PARKING GARAGE • ADDITIONAL STANDPIPES REQUIRED IN GARAGE IN LIEU OF FIRE ACCESS ON WEST 1000 S.MJ. Broadway, SVIff "a �, / • I I I SIDE A9 PER TVr@.R-rMO Portland, Oration 97205 PART IX MEANS OF DRESS - -- - I_ t ' ! I OCCUPANT PER TABLE 1004.1 1 o PROJECT Cp A2E`ROUP E TAU ANT 16 S/OCC FACTOR rn BRIDGEPORT OFFICE 100 SFIOCC (GROSS) \ ( M RFTAI! 1 'FIOOR 303flOCC IGROSSI VILLAGE RETAIL 2''"rLOOR BO srtocc IGROSSI I I 1 hY V OPEN PARKING sOCCUPANT LOADS/EXIT WIDTHS RAGE 200 SFIOCC (GROSS) 0 BUILDING R1 II SEE BUILDING SPECIFIC CODE SUMMARY C4 LOCATION I I I GES&EGRESS NOTE$ ((j TUALATIN, OR. /�.• • TRAVEL DISTANCE A2- '2'1()'2'1() pFFICE Co �-- •' I I I l I ` - B-.SOLE SH ET TTT11 S2-300(':O Sr•RINKLFR) I I , • FCIRFSSIMDTN 0 MASTER CODE ( STAIFI`1,%YS-0 2 PFR OCCUPANT(0 3 A- WIN Sl'RI'!KLFRED) (V I CTIC",FGRESS- 0 1- PER OCCUPANT 10 2 AT NON$FRINKI FRrr,) CITY OF TU ATIN I DISTANCE 7,)EXITS AECEM a SUMMARY I 1 103 l:AGONAL IN SPRINKLERED BUILDING (I)N I I 1r2 DIAGONAL IN PARKING GARAGE In SITE PLAN AREA Or REFUGE(1007 3E) SEP $ 7 2001 r / 1 I NOT REQUIRED FOR OPEN ST4fRWA`'S OR IN SPRINKLERFD 9U I DING`OR IN LTJ 1 OVERALL SITE PLAN ; I I EaaINE a a SIIEE, rxwBTR — � / E PARKING GARAGES SQ+1LE: 1/64"-?'–Q" \ I I ®IMLtIN�iDEPl1ATINEKi 90 RIA '-..� {rxV ,y,gpt• F••,Flt0 ^M.F,y,:r��,6}4}"tk .�yv''(h {tl' ;:�tl ?:,U.. -mow 0-OWNWAM-04 1•ai rxu`L:i1•t'r..nN":i.,�1a''•'a,� a•., _.. ..,�',:9.,,...4. :..;,Er•f'.a'�ta%aaF ro.,ls-'. - } ul r 1)f11!t u� t 1 1 11111(IHI!t 11111111(11111111)11111111 itilli11 iJulltHsillilll IIIIIIJIi NIIIIII 111111111 11 Ill I`1111 IIIt111I nllln!rat 1111 1!11111 I 1 1 lull Int inirllllllll 11111N11!I Ilntl n{II li III II 1111 t I 1 i 1 t t tlu;litJ t! 7 A IFC IT, Ily I� 114 Ilfl �17 i8 IIID �O 21 2.^ 213 2�4 K! 21'7 2�fi 21® aU F Y .' sa r'f .¢rt^e i_':.:;.•. ..<.r.,-.ar..w.L.rr.L..rw..:...,.'...__,....ur,.,:w,:..nw.wi+r'..w++:...aar...wsi;.�.... _....._..—... -•- -a....�:04041.:..�4...i.aw_..:r..+.,rtw.:.,L- _..._...w..,xli:a•avw.:.w:,�..,..,:iro✓.:.w...,.w..w.,..�.we.::.i.'KwAr.. i,c r�u.iwrs.rra�rJa�c...,rw.erwu.++.rv...w..w+w1.Ura.J,rvvWl:wrra....�w.wr-rw,..wL.err.w•. p OP CODE DAT USA AQP► Opus Architects ngin APPLICABLE ABLE CODES - �� rs BUILDING CODE 2003 IBC ' MECHANICAL 2002 OR MECHANICAL SPECIALTY CODE 1OMNnNo50 oka, Wan N SM4) r j ..{ , 0c __ -:;r-.::-:.�•�.. __- t PLUMBING 2000 OR PLUMBING SPECIALTY CODE I� I ! i 952-656-i/u IYr r _:....._ -s. _..... ACCESSIBILITY 1ELECTRICAL 998 ORTISO NATIONAL ECIAL CODE WITH 98, 00. Ol AMtENDMENTS, CH.I I CODE u�-656-1529 lax .. ....---.......r - ..-.....__.._.. __�_ r � l-'-�.... X-:•.- :.cc:c �L ._� � ru _: f.-_._..._�J.. I -- ENERGY 1998 OR STRUCTURAL. SPECIALTY CODE WITH 98, 00, 01 AMENDMENTS, CH.13 L f ' _. . ......._.... _. _...._.. .. ....._.. ..__ -_.. .. .__._.. - _ - n ° ELEVATOR 2002 ASMF A17.1.A (PER JIM RUNYUN) kEGtslruraw c _..._ _ .._ --' � FIRE CODE 1999 OREGON FIRE H OREGON AMENDMENTS TVFR INSERTS _ M E ( 7UF ) WIT it ti V -- -- — -� r T -- I I � SII .` NOTES � �., J,� l _ BUILDING R1 AND CINEMA ARE CONSIDERED TO HAVE AN ASSUMED PROPERTY UNE • bIINl�EA�j EQUIDISTANT BETWEEN THEM. CINEMA PERMITTED SEPAF?A!t L Y, I - : it I 2. IN ORDER TO DESIGN R1 lU ACCOMMODATE POSSIBLE FUTURE OCCUPANCIES OF NONSEPARATED BY OTHERS I I' A-2 AND M OCCUPANCIES, THE MOST RESTRICTIVE REQUIREMENTS OF A-2 AND M ARE PROPOSED. ��. ! , t _ I I ASSUMED OCCUPANT LOADS 1� (CINEMA + R1) I BASED ON THOMPSON VAIVODA --- `-"- 239 '� - 36" 44" ' I os 07/04 CHAPTER 3: OCCUPANCY CLASSIFICATION 1 (ARCH) DRAWINGS DATED i 'I i GROUP - DESCRIPTION OF OCCUPANCY - PROPOSED S.F. OF 156 i; A-2 ASSEMBLY 7,41 (:EN I'I I� NOTE: L -� II _ - LOCKED SECURITY �_ _ --�• "- 107 A-1. DOOR WIT PANIC ASSUMED DEVIL 1 HOUR WALL ._....._ Y2 OF 213 --- FIRE DEPARTMENT CE - TCJ rAL PROF•O"ALb BLDG R1 ONLY TOTAL: 7,466 CONNECTION rY KNOX��- DOOR i ;�, r 138 A-1, j BOX 1 HR ASSUMED ENCLosuRE M 2 HR ALL­ 1�'1 1 HOUR MALL Y2 OF 275 OCCUPANCY TYPES REQUIRED SEPARATIONS (HOURS) > MIXED I 1 XGLIPANCIES I II J2" I NONSEPARATEU USES 0 (PER LB.C. SEC. 302.3.1)PROPERTY 'JNE58 9' I 1 - CHAPTER 5: GENERAL BUILDING LIMITATIONS A- II _- � (CINEMA + R1) 38 59 E LIMITATIONS ALLOWABLE INCREASES IIB II II — I 239 TABLE 503 BASISECTION 506.2 SECTION 506.3 ____ �'�I� • II A- „ „ , * 95 Assernbly A-2 I,B II 6 32 (I 9 T32" 36" 44" 0 USE CROUP CONST AREA FRONTAGE SPRINKLER TOTAL ALLOWABLE AREA " II II II A-2 II-B 9,500 3,040 28,500 41,040 15 � 32 2,843 S.F. Assembly A-2 - � ----- ------ 1 I factor �I 1 ,720 S.F. I) II Exit Court NOTE: TOTAL ALLOWABLE AREA FOR R1 41,040 190 occupants /2 323 Cinema - -- - - LocKED SECURITY -____ — -- 95 per exit II L5�load factor II II 155 (R 1 ) DOOR PANIC TOTAL PROPOSED AREA FOR R1 II 115 occupants /2 L..__(_ 1 • -- = 58 TO II �A II 478 Total occupant �\`_^� ALLOWABLE HEIGHT II FRONT & REAR IIB �eXlt LIB / * I NUMBER OF MAXIMUM BUILDING PROPOSED NUMBER PROPOSED II As m I A- (I =239 occupants per exit - USE GROUP CONSTRUCTION TYPE -- — II - sg bly 2 AssembiX A-2 FIRE DEPARTMENT STORIES Allow. HEIGHT ALLOW. OF STORIES BUILDING HEIGHT 1 ,140 S.F. 239 I A-2 Il- 3 75 FT 1 26'-4' (MAX) 95 II �loa factor) 1 ,763 S.F. r ,IBQXNECTION do KNOX L--_ --- --- — PRELIMINAPY TENANT II -- II 36 78 /150oad facto r * 15" 32" I�LEASE LINE- FINAL 76 occupants /2 – 118 occupants /2 * CHAPTER 6: CONSTRUCTION REQUIREMENTS LOCATION TO BE 138 TO II Note: Provide Emergency DETERMINED I = 59 TO SECTION TYPE REQUIREMENTS (TABLE 601) REQUIREMENTS TAB E602 * II * FRONT & REAR Lighting & Exits signs FRONT & REAR I _ -- -� f� © — —_� STRUCTURAL FRAME 0 II l� p Q — _ -_ — _ 602 II-B BEARING WALLS - EXTERIOR 0 Mat HR: A <5 F1 L __ _- J L_ —_ _ L— __ — ---- FULLY BEARING WALLS - INTERIOR 0 ;�E � '— SPRINKLERED NON-BEARING WAIL - EXTERIOR 0 M=2 HR: 0 <5 FT *Note: NON-BEARING WALL - INTERIOR 0 06/14/04 STEEL b'' Note: Perimeter exit door FLOOR CONSTRUCTION N/A 07/19/04 PRELIM. SHE =" c-EC's by Tenant locations, identified I _ SHAFROOFTS cONSTRUCTIUN N/A 07/19/04 EXT. SKIN Improvement pcckage. here, to be part of -� 09/16/04 FINAL SHE. -" tenant improvement package. 32" min CHAPTER 9: FIRE PROTEC"PION SYSTEMS -- -- required for each AUTOMATIC SPRINKLERS AND FIRE/SMOKE DETECTION PROVILED THROUGHOUT exit -- — - LIFE SAFETY PLAN N CHAPTER 10: MEANS OF EGRESS/OCCUPANT LOAD ---� 1-0 1 3/32"-t'-0' T USE FACTGCCUPANOR AREA + FACTO� — OCCUPANT LOAD A-2 15 NET 7,466/ 15 498 NAN NUMBER 5435210-R1 PROJECT NUMBER --- -- ------- --------_.----- TOTAL OCCUPANTS 498 DATE --_ — --- --- 06/14/04 EXIT WIDTH REQUIREMENTS(TABLE 1005.1) PROTECT MANAGER OCCUPANT WIDTH TOTAL TOTAL WIDTH — M. NICHOLS LOAD OCCUPANT REQUIRED WIDTH PROVIDED DRAM'" BY J. HOWELL II A-2, M 520 0.15 78' 96' REAR (SHELI.) CHECKED BY en 32' MIN PER EXIT (FRONT) S. LIPSCHULTZ/L. EVERSi"� N Gf CINEMA REAR ALL TABLE 1015.1: MAX. EXIT TRAVEL DISTANCE: GROUP A--2 do M = 250 F7 • Errors may occur in the transrr N elect,onic riles. The Opus companies — _ 3 EXIT COMMEN'S & ASSUMPTIONS: responsible for any claims, damc9e, c MIN. OF 1/2 REQ. EXITS TO BE FROM STOREFRONTS BY TENANT IMPROVEMENT PACKAGE expen.es arising out of the unauthor::edall ,% a .. of the inforrrwlion contained .n elo:ro^ N, x E :� r'' W �v $ --------- ASSUMED - - ----- ---- - — -- files. h , _ — — — c x '�— _ — — — -- CHAPTER 29— PLUMBING SYSTEMS (TABLE 2902.1) • Electronic files may not accurate ASSUMED _ '� ._ -+ , a E ; _ _ ��" --- �— -- -- responsithe lbility of'Ithe us'ero PROPERTY -—�-- "— LINE ---- - -- - --- — - - - \ DOOR - OPEN POSITION PLUMBING FIXTURES WILL BE PROVIDED UNDER TENANT IMPROVEMENT DRAWINGS AND PERMIT. Irn outs, dimensions and other ,., in�crmation. M M \ M • This document may not De us•" copied without prior written cc' - ��s �■— M l►� ■ ■ � all rights reserved -- R 1 RIA WALL -"-- NOTF• DOORS IN SWINGING POSITIONS DO NOT ----- ---_Y--SYNI OLS KC ----- -- _.-- REDUCE REQUIRED WIDTH BY MORE THAN HALF NOR �7 i 'v G r pr�pnd F�, DO DOORS IN FULLY-OPIN POSITION REDUCE REQUIRED WIDTH BY MORE THAN 7". /� OPUSIP (xxl1PANC1' C2)!RT AD EXIT COURT CI..EARANGES DETAIL c�`�"0N "PE �� I NTS"—"�—""'"' � Ornls,���-►thwOsi. L I C. OOCUPANT LOAD ICOO %.W Ar"dray, Soil- '130 EXIT WOW PROMD EXIT WM AEOURED (OCCUPANT LOAD w .15 O OTHER EGRESS CnMPONUNTS) PaMortd, Orpnn u1105 {{ Iy03)-416-09Q1.3 FEC C_ FME EXTIMOUISt1ER CABINET - , r) -�- PR(LIFCT >t BRIDGEPORT VILLAGE 2 "OUP. RATED WALL t C1 E3�.11LDIf�1G R1 ^t IOCA" TI ALATIN, OR. OVVICE COPY -.- >- SHEET TME E �3L_UG r�1 vT ' CODE SUMMARY CITY OF TUALATiN RECEIVED W SEP 2 7 1004 a _-- - u Q 'Ht.kT NUMBER EN(41NEERM R BUILDING DEPARTII!`Nl O —1 R1AC_CL Vow• .,r,.n�nu,.+w.«an, .r.wrra .o. s €. .a Ir.t II t 1 l t,l ► t il►I tt I r I►II !Till lul t IlltullIl I IIt1 i1Z I + ny III+I n 1tiin tngnnlll I►ul'ulllul nnI'Ilii"; i n ilnu Iu I I,l u 1 �i`u1 IITilly I C t !I I t t t. I 1 �•� ( ... i I 1 I �. A !s ��� 1�7 I Ie 17 1C, Ifs � 21 2? 23 �a 2�J 26 2,7 cN 26i 30 e tGw�.l�w • -a....._.. r.r rR-°!Pr` •;�n, .u�+� >� i '-a;.P s: •',' r,r. �` ..:a.",et A r '^4' ir ,qtr.,,. • - AMW • ......_-.r... NIM'eMW1M•3.^pY.'�""".......,nx,Y:i:�.t...;. ......,........ .. v ,W�,..,.. wWl '".eln!6NM+'•.""•t!!i1'.""r" ,,,,,,y,.... -._.-.:.._.._..... .....;....:....,..,..... '• n..V�a�t�3. GENERAL NO ---------- --- -- iAN '' PUS 1. 'AC' DENOTES ACOUSTICAL FIBERGUISS BATT INSULATION FROM FLOOR TO TOP OF PARTITION r r% Opus Architects & t 2. ALL WOW BLOCKING TO 6E FIRE RESISTANT ' Engineers, Inc 3. ExTFR10R MALL P .N OMIDt��IOWS ARE N011INAL TO FACE OF METAL STUD FRAMING i --_- , OR TO FACE OF ROUGH OPENING AT WIDOWS ANO DOORS I 4. FE, DENOTES FIRE EXTING"LR LOCATION, VERIFY FINAL LOCATION WITH LOCAL MOSSO Br•n Root •n 1 YYIfINO1ttL. YA S _�. 3� 3.3 3.7 4 , ` 16 F"tE DEPARTMENT. 5. TYPICAL EXTERIOR WALL FRAYY.G IS 149x, 6' CSJ STUDS AT 16' O.C. 2�6�.'y _. WITH CONTINUOUS 149c. TRACKS. SEE NOTE 6 FOR ;WWB AND LINTEL STUDS 14'_01, 27'-2' 12 B" 14'-0' 14'-8' 44'--8' I �� --- - 32•-D' 6. A>OESIGNATES OPENING FRAMING SAM 8 & H&IkR !hFORMATION FOUND r IN SCHEDULE ON SHEET ii6.1 pE��nON 7 ALL WIN LEVEL STORE ENTRANCES AND WIND01►,'i ARE FURFMShED AND INSTALLED PRE CON1ROl ROOM FM9ES 2 2 1}`1• I BY TENANT IMPROVEMENTS ALL MAIN LFVE�_ AWNNGS ARE FURNISHED AND INSTALLED I'-0• BY TENANT IMPROVEMENTS 1� FLOOR: STALER 1'-1' 4' �' 4; tD• 18'-10' I' 2' 11'-7• 1• '-4' 7-6' 14'-NL' I' Y -4' U EV �1 t• --• _ 2G-O' -4 15-tO' 1 30-7' t -_ 8 ALL UPPER LEVEL WINDOWS ARE FUR.iSHED Br THE CGNTW.TOR t1M►L' GYP. BO (N0 PAINT) R. $ _ R.O. , R0, R.O. R.O. - r- ALL UPPER LEVEL AWNINGS ARE FJRNISHED AND INSTALLED Err TENANT IM PWOVEMENIS [� - "EILK. NONE -- - : 9. PROM WATER RESi$TANT GYP. BD • ALL WET WALL LOCATIONS ' o F Ik% DEPART►EMf i _ t'-11• _ .ONNECTION M KNOX BOX, 13'-$ o R1 106 0_ �! o a 4 .. I 10. SECONDARY STUDS SHALL BE 3-5,'8"WIN-, 20 GA CSJ STUDS 016.O.C. FRACING �y _ [ ELEVATIONS F ° � I �^R1- � '` 7'-3- 6'-8` ; "'• Y- '' i O 5'-0'O.0 TO STRUCtURA1 STUD WALL, TVP. LINO - - A F O , QA N _ -_ `-' ETHANE GINS CUNTRO ELECT PIYQS-METERS I A '-� VENT RISER ROOM F.A.S '+ _ o IIF o o ( b ou m THIO ROOF Ii=- `FINAL DOOR LOCATION TO c I LADDER 4 SY. i t ( L_ -- 30X r^\ BE DETERIf11EQ.BY_1�1NANT- `' � �1 At],0► F.O.S °` - -- - a IETIMAIE CAIS- - n _ o C54 ` VEW RISER ' II FtNAI ODOR fiFNAI DOOR LOCATION to PARTITION SCHEDULE - INTERIOR PARTITIONS ONLY r A 0 TFRU SLAB LOC+ITION TO BE I BE DETERIANED BY , - -- - --- °' = /' i 11 . DETERINNE0 BTI F j - 1 _ II. ----1E!lIAMVJ -- r __. 1. I FOR WTERIOR PARTMC04 TYPE! SCHEOuLF - SEE SmEET AS i MVhW GASr - 2 -s.o I II 2 II II VENT ItLSER -• L-_ 1 Z ) I�� OF STRuCARTTWN �c VSs OT"ER s +FIE BOARD EXTEND w C.E1' PFC4 __i PfiEL1CNARY TENAW I III II 1 THRU SLAB LEASE LYE- I I AECUATOR -per A ] 5 ' METAL STUD PARTITION IC-4 r II g I If 1I11INARti TENANT '�I I � - h LOCATION TO BE B 6' METAL STUD PARTITVA ac ='I�` I I DETERMMIED II I 11EiER5 III LOCATION E II g i STUD It s o f •'', o - METAL STUD CK sEP ski r o !I II DETERMNED , USE E - METAL STUD soLlNo wat -- '' -- Tva I I q H / TENANT 0M j II II TENANT ® I I I F.O. CMU, J` "�f F - METAL sn,o Furo D 107 D.5 �++ I Y . 2 +A/2-y WA STUD PARTITION o - 2 ; t I / s - SWP MALL R.01Lo.II I { HOSE I ~� F. . i JC A - PARMM To UNKRSOE OF CM AREA OF RESTROOM EXTEND cv eo 6`AeoA cEu+Ic - _ _ r _ ANEA OF II / PLUMBING BLOCK I - `' MODIFIER o : �nu'0S A GNP oAlarmo 6•M0`E '"c D., I {II �� MET►/YE GA5 8 FINE DEPM3TIENi •-� F.0 S PLl1M�NG �OGc LAYOUT. II \ II LAYOUT. VERIFY W/ VENT RISER 2 -s.o ;,rr Ma CONNECTION let KWOz BOX 1 nc,e uXD E - 5/1, m 9D. r/ 4e' vLrtIRt00 swacoT • CORPS" sloe � ' 3 i vERMn N� TENANT I) TENANT lFrtu ROOF « SEE ELL1rAT10NS r - PARTITM TO s'-o' A RI.H 1 N i c - .6• 412H CMU STT III II �e t 1 W L r - ,CuvOM rooslt7e-mm s NOT USED) L 1 T DOORS TENANT - -� RATING P, , STOREFRONTS 8r ® - ` _ LOUR RA" II o q ��, -! 2 - 2 Moue RATED o. °C r TENANT, 1YP- ` METHANE CAS II II �< II N i VENT RISER II II MIE'W►M1E CAS t 7 'x J 0 R.D.L. VFW RISER E 1 r yam}► M I I _ /f �_ y� -_L�_ ' 'M'' , 1 N -1- PLAN INDICATIONS •fie.-a N �" -._, N .�.�J.;� �. . /_T .� .}rww.. »I �i � ' �• , , -.� I 13 ti) [`7T •� t (\►V/) , _-_ - F.O.S. 5.0 2 2 �0 5 I -5 1 � t 1 11 !0 NON-RATIZ Grp. BD. PARTITION t HOUR RATED GYP. 8D. PARTITION s o s.o -SA -501 _s-o, Sim. SMI S M CA I 1 fI" RATED CTP 8D. PARPTION 1'-S ' o T-tt. „ 8•-T I 13-6' 8'-T 4-Cf2 2-9' t0'-9' ICA' 6'- o, - -- -_ I C'-8 9'-A' 1 '-. -tp t - g'-t 1.-,. •t 0 R.O. 1 �� R_O. ,, t� g3.-,; 14 -�• ,•I4 L4 t R.O. 4. Rp _g -'�K - 3.•-Q. R.O. -- - _ - -- --- ------- - -_� 9 0' t __- A. 1'-5k• - SYMBOLS KEY DOOR NLAIM FOR 9a,fnule' 1 Z ) ( 3 (3.3) 3.7 ( �t j TENANT F -- �. � bSUE REcaRo 06/14/04 07/19/04 rR -v ------ RST FLOOR PLAN r��vAttlrltoN tYPE wrTF, sTt,o SIZE. a. sPAa+c ND 07/19/04 Est- • - �/ EL 100'-0- = 184.00- DATUM 3/32' = t'-o' _ __ MONICATM TO IIAVC PAPTmoN -+REW. r,A.. LAYERS OF -M ao ANO SATT ♦6uL. ETC 09/16/04 r h-' `.!'��FRE RATING (N hOURS) KEY PLAN CINEMA. L L - `-�-�, DESIGN "UMN? 5435210-R1 - `_-_�---- -- PROJECT NUWEP DATE 06/14/04 A B I L PROJECT WOOM �J M. NICHOLS CLR t0 FACE Of' CMU _.. �` f o 6'-7 1/2' O R1-106 r0 CINEMA AVAII - ------ ---- �_�^'-' I DJ�H+OWELI. •-1 3/8• o RI-107 - OR: DOOR-AND D FRAME SCHEDULE FIELD VERIFY 4 MIN 1' CLR TO FACE DOOR OF ANY CMU PROUECTEONS v CHECKED BT 0 CINDM WALL r-IZE FRAME HDW FIRE --� S. LIPSCHULTZ/L. E. _ DOOR NO 60 HGT TYPE MATL TYPE MATL NO RATING REMARKS C D RS-101 3'-0" 7'-0" DI HM F1 HM 9C 90 -- • Errors may oecu- n t^e` �- electronic rles- The Opus SEE SCHEDULE SEE 8 .7 ,, Rt-102 3'-0' 7'-0' DI hM F1 HN 108 90 -- ! responsible for env cec-s SEE SCHEDULE SCHEDULE a.+ -4.1 :, RT-103 3 -0' 7--0' D1 HM FI HM IOB 90 -- m ____-L__-_ --� g ansingforma out at the of the ,nfarmotion comtc Rt-104 3'-0' 7'-^' DT HM Ft HM 108 90 (Iles. SIDELIGHT ,i _ `o TRANSOM r- RI-105 - - t HM F t H T -- �- ---- - - L7 3 0 7 0 D M OB 90 u 6 , Electronic files may not N AREAS TO ` v r the final as-bu,it con, 1�VE o Rt-106 4'-0' 8'-0" D2 ALUM F2 ALUM 68 --_ SEE DOOR NOTE 1 H E \ F p responsibility of the use ' ATTACHED N RT-107 4'-0' 8'-0" D2 ALUM F2 ALUM 68 SEE DOOR NOTE t \ layouts, dimensions a^c ' / REFINISHED ' I y I - -. -- I \ , information. a GRATING. DOOR HO?F5 ALUMv I • This document may ;F ��j = - u�4J - - �} 1. HEA JY-DUTY• HEAVY-WALL ALUM CKK1R w/ POL'fCJrRBON1ATE SAFETY GLAZING. SIDELIGHT -i copied without pro, ■ 410 a A4AND TRANSOM FRAMES w/ Ai UM GRATING ATTACHED. ALUM GRATING ATTACHED 'O DOOR.16 ® dl N 1 � ;r SEE: DETAILS 7, 8. 12. & 13 ON A4.10. PLUS DETAILS 8 & 9 ON A501. P"DE LOCK O rights reserved 2 AND TAMPER PROOF PANIC DEICE O INTERIOR SIDE A4.1° CHAIN LINK GATES - ' -- _-- op \� ��G� F am F« - _ Q- 1 RI-106 3 EO PAIRS IN 18'-4' OPENING Wr)TH x 8'-0" OPENW, HEIGHT- -- - --- O� G .�� jeh HOLLOW METAL ALUM U M HOLLOW METAL AUMNUM PROVIDE DROP BOLI SET INTO ' *8 ON LEFT. 1NAC5TVE LEAF FA PAIR. ® �' O N OPUS FAINT BLACK DOLOR FlNSM PROVIDE LOCKABLE HARDWARE - SEE HARDWARE GROUP t tj PAW BLACK COLOR ^w1SH DOOR/FRA►E,GRATW. R1-109 1 PAIR IN OPENING X'-X• WIDTH x 8'-0' OPENING HEIC44T \ 4 I 0"S Noftwftt L.L."' DOORS FRAMES PROVIDE DROP BOLT SET INTO SLAB ON LEFT, INACTIVE LEM. ------------ _ PROVIDE LOCKABLE HARDWARE - SEE HARDWARE GROUP 1. �� 5.• 9rooe•ee. cf•* ��VWRwr' tSIMeG I10! '4 M1W � PvRtped. DOOR & FRAME TYPES - iFl�aw ri, N � now. � (SOT) 4t6 016 ELEVATIOONS 1/40 1� AMRACR+r ----- - ------- - - - - ---- ---- Ntt4teMds ar WV aAt� -W" _bov cowed WWW"tW 're°Illeh d � SIF am gam so.;I T a� ►') HARDWARP GROUPS BRIDGEPORT -- ' VILLAGE I GROUT' 1 CHAIN LINK GATES -�- GROUP 9 EXTERIOR SINGLE FIRE CONTROL GROUP 10 EXTERIOR SINGLE U BUILDING R1 a ALL NAFM•NNARf BY ALUM. Gt1E SUPPLIER cv _EXTERIOR H M. OR WOOD DOOR EXTERIOR H.ML OR WOOD DOOR) ,trAttpl (AD WALATIN, OR. BUTTS PER FP[C SCHEDULE Bt)TTS PER SPEC �IFEUULE GROUP 6 (V( ALUMINUM SUB-CONTRALTO 1 EA CLOSER/STOP (LCN) 4041 SERIES 1 ESA RIM SPIFC I� 5cXRE 20-022 �� T� (EXTEJMIR SINGLE ALlMM1M ENM*rE/DffT NRH PPW) IEA TFlRESF'OlD (REE:SE 524,A t EA CLOSER/STOP ON) 404, SERIFS E I SET WEEP (RELSE (PEESE) D575A t EA 1FRtESF+OtD (REESE) S204A 0FR G OF _ BLDG p 1 EA SHEEP (REE':E) T i 2A B L R 5 MIS PER SPEC OR Filmy 711TY rWT SER t EA tEVfR MK1+tTIE t.00xSET SC►4tlAGF) I EA SWIEP (REM t SFr WFJAIHERST4P (REM OilSA I C1.OSER/STOP NORTON CFI-fI300 A L9O`.i0 �7sqx)xom) ( t EA EXT! DEVICE (VON T,DUPRIN CITY i UHIA.its C P 1 ALUM" TH114SHOID. HNI'IDtCAP ACCF-%Wf B. L9070 ) a �LOi. I� r" LAN A 99 L (PUSH LAnil.) It/1EL (n DOORS,HAR[MAR 1 SET NEA � AND SWEEP C. L9O!!0 STOR�'OOM) B. 99 L ((PLIS LATCH) + RAM EXfT DEvrx (PDN [1tlPltlll) C 99 EO (Fry ONI Y-NO CYLINDER) SE P 7 t!Il()'I w B 33 l0((t(rm fl1tAAT) 8 DRom 6 s 33 4 O C, sNEET ►s>,InEn S o -- ---- ---- -- -_ --- - - --- _, R1 A2 . 1-1 D IWO . . •. .. .,. a `�^'_ ... .. ..... _ ..._ _ ;:: ., 'a. •!ti,. IYL,ytt$`9dM•c +ever+Wer-»..,.....»-.,.,...�._.........,.. "7 ,.. .,- ,, .A7v-slWrulClr�11A1Mfi1F1,NM41i��Y,•WMMN•t +'r11tlMNhM11M,LAr,a,.::ae. ..x., � _. � y�Fpw,r�oYllll .,-L--�.. .._:.: '�e- r*rnw.' .'. - , :N t. 1111 1 r qq fI ,'i,Iltlltlll, t r as t I .L I1 I, .r i It.1 1w1lf�r Y�"��ff ( f, + 1 (TIT M F 111 I ( P' , �• +utl�i,.srn, , u. ,r;. ,.t ,�, f ,1 .,. � � .13�11;II1 ,.I r it ( I � � •:'*. s I W , f � r y 's i Y ➢r&: 1 Jth I ' I I i •S . 'w% N re , '.. 41.., ., ., ,,. ! .. .,:...: ...a,• t'M„a a.a.._•.x.v._+.ww,»..r......,.....u.,-rw.,a— -•....a_r.-,.. .w...r..,,.»... .__ .._._ - -.,._.. ... ._a._....W_..a+.M.Pli1l0lrM ➢ Fr.% OPUS. 30X P. il,'­ 0. - 1 CENTERIJkE OF _I ! _ I Opus Architects& I R.O. I I. 1" CLEAR BETWEEN STL _--- - --__-�- _ --- ` ■ f Engineers, Inc. Ai..PINTS -- - - ----- -- RI _ TT_ 1 10350 Brun Road west --L_ - - j I -- --- -•— -- --� I I I - - 1: I� YlnnNonka, Yh X531!-C ; r ` STL TUBE " FRAMING 952-656-444+ g SLE STRUCT 951-656-4529 rc➢ i Ii l — ➢ I I I I r - • I I ;I ---- V I I I I I j f OSIS IN 91 I I I 1 2 3 3.3 3.7 4 5 ( 6 t - NEcr�rr�tloN I I I I I I I FLR�NGI I I SIL CR44NEL I I SYSTEM 159'-2 SEE STRUCT _ --- - --- ta' 27'-2" 12'-8" t4'-0" 14'-B" 44'-8" 32'-0" �� ` V' LARRY�'t OPEN TO EO EU EO EO �-PAINTED MTL. CANOPY FRAME I I I I I I I I BELOW, TYP. --__-- ---__`.-- w/GLASS TOP I ! • " 5._5" T.O. SECURITY I I I I I I AIA I T.O. WAIL DOOR FRAME T.O. WALL 124'-0 119'-6" -- - ---------- - - - A y ENLARGED A - — - - r - -- - - -_ \ 117 1 ROO ACCESS LADDER SEE o SOUTH - 2 THUS 1/2 1 -0 m1+21' � " I 2/A4.ot I �� ! i i .� + 4 (117'-� - -- - - --- - - ------ - 1C, N 2. " * C E lillCENTERLINE OF m I R.O. IT.O. W 128'-8' - - - - - -' -Aa.2 SIM7- 0. I- -- -- --- - -- - --- - - - � I U.H. SLOPE 3 1 HATCH P I TEAtANT^� %OF -- -- --- - - --- _v - r ��- / - I : o I I I ROOFT IT r0 PR 1.0. SECURITY »t -- - - I I 1/ " P T� BOAR H \„ / DOOR FRAME ! m �q. F I I I I - - - 1 , -- I I I III I I I I I I C.8 ca 3 30 -G' t 6 / L _T1O. WALL I I I -- �' SLOPE SLOPE I / / I I I I I I I I I I I I I t Az.2 o RD O 0"=118'-0'� » +12" 'R�'- d�f( a4 I I I I I I I I I I j I I D 7 10'-0" -I - -� - I- -- -°° D 4i 2� - .�— —L117'_0")t - - - ---- - +1ol ----- D I I I I I I 1 1 II F I t I I I +21' r� T.O. WALL _ _--- -- - -- --- I ------ -- _ -- ------ -- -- 1 - - FULLY- HERED THERMOP TIC / -- {l t 7'-d")i 123'-5" -- - ' �=9-1-- -- -- POLYOLE IN (TPD) ROOFINOVER DRAINAGE LINE F RMED - MECHANI LY-ATTACHED OLYISO _,BY WARPING STR CTURE. SLOPE t/4" PER FOOT MIN. 4, +0" = 1 16'-0" T 0.D. J I INSULATI N (R=25). SEE STRUCTURAI. DWGS I� f EO EO EQ - LO _ PAINTED MTL. CANOPY FRAME 4 _ 17' - �! +12" ! SLOPE I �'`% oo w/CLASS TOP 117'-5` / 1 1 017,-01 E--- ' f 6'-5- 1 I I r 4 I 2 _4.1 --- - - Y A-2.2 I T.O. WALL CA --- - - 00 I A-2.2 A-2.2 - -- 123' 5" U -------- -'- ----- Y�- - --- ; 017'-5y i I I i = _�- ' 117'-0") �ti +20 I - SEE 6/A2.2 FOR TYP. NOTES A2 z E / -_ ----- 117'-8 _ E --- T.O. WALL 2-- 124'-0" -4.1 ` -• " 4 7 g CRICKET A-2.2 PER FT. A-2.2 A2.2 7 ENLARGED CANOPY PLAN I I I I I CANOPIES BELOW SOUTH - 2 THUS 1/2" = V-0" t4'-0" 27'-2" 12'-8" 14'-0" 14'-B" 44'-8" 32'-0" OL ISSUE RECORD 159'-2" - 06/14/04 STEEL BID 5�" 107/19/04 PRELIM. SHELL ~" -� 07/19/04 EXT. SKIN PAC*� TYP, CLEAR DIM 09/16/04 FINAL SHELL FROM EXT WALL LAMINATED GLASS FINISH TO STL \ I I ROOF PLAN } 2" CLUB SET IN ALUM t FRAME 1 BUILDING R1 3/32" FRAMING SYSTEM STL PLATE AT EA SLOPE — END OF CHANVEL STL CHANNEL -- SEE STRUCT I _ 114 iK;N NUMPLH 43521 O-R1 PRU.IEf.I NUMBER TUE S FRAMINd _� EE RUCT 0AIE I I 06/14/04 +"XCT WNACEfI V. NICHOLS 8 �ANPY SECTIONnRAMM BY 1 1/2" s 1'-0" J. HOWELL CHECKED BY LIPSCHULTZ/L. EVERSON YA 4 YA2,2 GPI • Errors may occur in the transmiss:electronic files. The Opus companies o1= T ,PARAP �' responsible for any claims, damocr VARIES ( ARIES SEE ROOF PLAN r s __ ( expenses arising out of the unauthorire. _______- -_ _ _-_-- of the information contained in elec' SEE STRUCT. CMIGS FOR I 1' I files. CEMENT PLASTER FINISH STL FRAMING - ! I POST LOCATIONS I I '-- EDGE MOLDING SEE STRUCT i ! 1 I � I � I • Electronir, tiles may not occurateiv '•'' ' -J� I I (� I f responsthe lbilliity ofilthe user to . _ _- _ _ __ _ - _ _ _ B.C. CEMENT I — —__—_-- - I I 1 I Informs, dimensions and other leinle'' SIL FRAMING SEE STRUT-1 I T.O.PARAPET - _ PIASFER FINISH �T.O.PARAPET information. Z N ------ --'- VARI_S f j -• - -- -""�— -'- � ( VARIES I • This document may not be usF w/ CONT WEEP I copied without prior written co, W a 2 -- SCP.EED ALIGNED I i -- __ _ - __ _. _ -- - _ - _ - - -- - - -•E STL FRAMING SEE 0 all rights rpserved A2.z - I w/ T.O. ADJACENT I I STRUCT - LOWER PARAPET 1 t FIRE RESISTIVE WOOD > .f_ I---- - I STL FRAMING - SEE _ t MEMBRANE ROOFING l7VER Tro MEMBRANE j --r - - --- - WALL I I STRUCT. DWGS. /' -- OV!4 R T - I 1/2 THK FIRE RESISTIVE MEMBRANE ROOFING OVER BLOCKING SHIM TO ALIGN FOAM I� I PREFINISHED MTL I CORNICE w AUJ CEMENT For PLYwr,UD r 1 6" STUD PLYWOOD SHEATHING I / 1/2" 1HK FIRE RESISTIVE / Pi"o,'d l I FRAMING I CTLASH OVER I I ( PLASTER FINISH WALL /es \ PLYWOOD SHEATHING t 16" o/c I MEMBRANE ROOFING I j /1 OPUS �' f j I TERMINATION BAR O I I I B.O. WEEP SCREED I `• _ PREFINISKED MTL C'FIASH OVER I AEMBRANE ROOFING TERMINATION Opus NOF�hWeyl. L.I-.C. r - I� WING WALL ALIGNED w/ I I I BARO B.O. FOAM CORNICE EXT WALL. SEE ROOF I ( PLAN Ac PIAN DETAILS 1 �- WING WALL ALIGNED I � mono S.W. ero■Q suns +1W E ON AS.o1. �� I I w/ EXT WALL. I I I �i MEMBRANE ROOFING OVER "'7 SEE ROOF PLAN dr j / rale, cn 9105 ;. - ---"- T-- I 1 2 TIiK FIRE RF_SISTIVF (!03)-eU�63 PLAN DETAILS ON I I I PLYWOOD SHEATHING E -- _ A5.01. I ` 1 ' I 18 GA MTL STUDS O 16" o/c M)ACT - - STL FRAMING - SEE Q� BRIDGEPORT ' STRUCT. DWGS. ( T.O.DECK I – -� �- T.o.DECI VARIES VILLAGE VARIES Q BUILDING R1 STT_ FRAMING - SEE I STL FRAMING - SEE p STRUCT. DWGS. / - I _/ STRUCT. DWGS. NUXAMN 'T� I I I 1 I I r( TUALATIN, OR. I \ L_ -1 LJ � I a- `MEET PRE � I TYPIC�►L SECTIQN A"r WING WALL ELEVATION AT WING WALL C2)Df'—C AL SECTION AT WING WALL _ ( ��-'� � DETAIL AT WING WALL 4 t 2 - t -0 3 1/2• = 1'-0• (D ROOF PLAN `(4 t" t e-0' 4) �} CITY OF Tl1AlAtiN �) l;,f RECEIVED w SEP 2 7 Zoog c) �I� M_ WIR EN(iNVEERING 6 1 A2w2 BUILDING DEPARTMrN' 1 --,-- v S4t8;'lb�Vfih'♦M1y{!!}'1/_.. >tl,M NfipWV:�I1k .. .w."...,,...•«........- -.w..."... ..w, ..+v - '.. It I!H 1.ill 1111 (ill I II !1!1 II II NI. 1{I�,nll II 1 1 tllllll{ III 1 1 I Il I ) tN I I 1 Ihlrll,r t III Ir111i .11 II 1 111111H 11111111111111111 IIIIII111 ISI+hjl!;1111 III 11 11111 II 11 I t lIII I I j Ill; I II I � I � I � . � � I i CI"1 a _ I 19 9 �. 2I 22 4 2K�2e4 27 29 29 3U d ( i0 lilt 12 19 I '' pp I I j `Iq y i , n ! 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MOLDING/ CORNICE/ TRIM _ — _ 126'-6' w -- -�6�_6- 124 0" I 12 -0' 1 4'-U° T.O.PARAPET - _ - _ _ - � � _ 126'-0" W/ EXTERIOR CEMENT PLASTER 23 SIGNAGE AREA - SIGNAGE BY TENANT, 124'-0' ' W SMOOTH FINISH - PAINTED AT(ACHEMENT INTO STUCCO FINISH. r� T. 6561 O.O�CK__- z ' - _ I 4 LIMESTONE COATED FOAM PROFILE BASE NO W000 PROVIDED. &a wk ww_)•,y �--ARIES 4 T.O.DECK 1 __ _ _ - _ - _ - ^ - _ - _ - 1 - - - - - - - _ _ r0M 5 LIMESTONE COATED VENEER PANELS 24 CULTURED STONE CORNER QUOINS 952_x_ y _ - - - - - - - - - - - �VARIES _ E -u - _ l�, 4 Eu - — I - - • 1 E T I - _ __-_ - - __� - 6 CULTURED STONE VENEER 25 CONCRETE MASONRY UNIT --- SECURITY GATE - 1 - r� �'� t- — I 7 THIN BRICY, VENEER 26 METAL GUTTER FINISH ON RIGID tL[*'rHATaN W/ PANIC DEVICES �---_- _ --r------ _r- _- - - - -- -- - = HEIGHT 7 AC UC CSI � � J G1 CJ 3 COURSES 8' - i I - _ _~ 8 1 4° WI DOUBLE "J' CONTROL INSULATION ( EIFS ) { ! - I - __ C.J. DED ! I I Y = JOINT/PAINT TO MATCH ADJACENT v i 28 LIMESTONE COATED FOAM PROFILE r r \ f I 9 1" W X 1/2" D METAL REVEAL LARRY + �. w t�I _ PAINT TO MATCH ADJACENT HANICAL LOUVER Q r ► L. oc I29 MFC FINISH FLOOR _ _ FINIS .I -- 30 METAL SPIRE Lx 1 100'-O --IIIIII '� x D i 100- 101 METAL CANOPY (PAINTEMETAL CANOPY - D) WITH `� NOTE: — — — — — - — — — — — — — — — -- -- _-. — `� -. — -- -- — "' _-- — 31 LAMB'S TONGUE. VERIFY SIZE W/ j " MIkNE I _ REFER TO 7/A3.1 FOR MATL & FINISHES - o NOTE: ( ) PLUMBING CONTRACTOR 4CONSISTENT AT THIS STORFRONT. I m REFER TO 7/A3.1 FOR MATL At FINISHES - 7 �'4 3 GLASS TOP WEST ELEVATION " o CONSISTENT AT THIS STORFRONT. -].1 E�-1-A3`1 r I�1+�3. 12 PRE-FINISHED METAL TRIM / FASCIA 32 WOOD TRIM i G �.I•� SOUTH EI EVATION (J F \`�� BUILDING Rt 3/32° 1'-0` 1 f�u:�DING Ht 3/32" 1'-O` INTEGRAL COLOR 13 NOT USED 33 CAST-IN-PLACE CONCRETE WITH �� _ __ _ .�/ �•, -� � 14 FABRIC AWNING BY TENANT C1 J 5 4 3.7 (3.3 3 2 1 I t D.1 D C.�S B A 15 STOREFRONT SYSTEM BY TENANT 34 THROUGH-WALL EXPANSION JOINT -- -- ,,.o, SIM I A- WOOD 35 SPANDREL GLASS IN METAL FRAM 1 Z A. 1) T V t 1 C. PECALUMIIALTY ALUMINUM NOTNUM USED DOOR r "'0' s02 A401 MOVIE THEATER BEYOND. 36 NOT USED w. I I TYP TYP I I ue, I I M02 I I SEE REGAL CINEMA DRAWING 16 DISPLAY VIIRINES BY 37 NOT USED -- RADIUS D, �ONVEX CORN�R5 - BY OTHERS - TENANT / LANDLORD r T.O.PARAPET WALL _ T.O.PARAPET WALL I TYP - 127'-9" T.O.PARAPET T.O.PARAPET I TYP FOR MORE INFORMATION 38 SPANDREL GLASS 119'-6 I I I 13 - 126 -6 127'-9° 17 WINDOWS BY BASE BULDING CONTRACTOR 39 CANOPY BY TENANT ( f"�T�.I� --T.O.PARAPET WALL --- --------- -------- , - - c.: � � B. ALUMINUM A. WOOD 123'-5' _- __ �..�: W — T O.PARAPET - C. SPECIALTY ALUMINUM ET VARIES - _ - i- - - C.' - - - - w - - - � ci CJ, CJ— -CSL -- - - .S;J_ _ZL_ - - - rl_ __J 2a -0 VARIES - - - T.O,PARAP -- - _ - -- - T.O.DE�K__` _ - - - T.O.DECK _ - - - - - ~ 119'-6" 1g DECORATIVE MEAL GRILLE / RAILING _ - - -- a - a I 19 STANDING SEAM COPPER ROOF Ci FOU r Z. \ G) C+ CJ G. I v I ---� _ J I FINISHES °YMBOI DESIGNATION= c� , I � RADIUSED. CONVEX - --- CJ 1 r_ -- CORNERS I I T- - -- I' �I � I Al -SUNBRELLA-, #4608 JET BLACK ST6 "AMERICAN iIATE: PRARiE f LOOR N -- - - ST7 AMERICAN SLATE RAJAH PED + XXX "` - - -- - - A2 "SUNBRELLA", #4b26 NAVY T8 BAYSTONE FLAT PANEL -SGNORA / i J bL / GRATE-COVERED CHAIN LINK - C LINK GATES GRATE-COVE D - 4m S.(:URITY A3 -SUNBRELLA-, #4646 CAPTAIN NAVY S 9 NO E' - SECURITY TYP GATES ROOF ACCESS SECURITY - / - # SEE 3/A3 1 FOR MATL 6c NOTE: GATE w >� A4 -SUNBRELLA-, #4655 ALPINE ST9 'BAYSTONE" FLAT PANEL M(N i EREY 6 ,�R C H I V i FINISHES CONSISTENT AT DOOR w/ - LADDER w/ DOOR w/ PANIC - 5T10 "CULTURED STONE" CLASSIC SERIES THIS STOREFRONT. DEK HINGED. LOCKING PANIC SEE CONSISTENT Ap THIS STOREFRONT, DEVICES A5 'SUNBRELLA #4656 SPRUCE COUNTRY LEDGESTONE: COLOR = ASPEN DEVICES PLATE COVER XXX DEVICES I EAST ELEVATION A6 "SUNBRELLA", #4620 BEIGE CSV-20008 OMIT DARK CHARCOAL PIECES C6�) 2 BUILDING R1 3/32" 1'-O" A7 -SLINBRELLA-, #4628 TOAST SG1 COLOR TO MATCH ICI /1055 NORTH ELEVATION A8 "SUNBRELLA #4631 BURGUNDY "POLAR BEAR WHITE" BUILDING R1 3/32° 1'-0" _ RADIUSED, CONVEX CORNERS PREFINISHED ALUM! CAP FLASH - "WHITE" A9 "SUNBRELLA•. #4640 BLACK CHERRY P01 COLOR TO MATCH ICI /654 COLOR TO MATCH CEMENT PLASTER -IVORY CREAM" A10 TENANT FABRIC AWNING PROTOTYPE I h / T.O. PARAPET FRAMING P02 COLOR TO MATCH ICI #5A9 117 9' BRI-SUMMITVILLE THIN BRICK- 'GOLDEN CHAMPAGNE" -16 "PLYMOUTH" (50%) P03 COLOR TO MATCH ICI 559 i I N(1(E: ---��-- - t _ EPS MOLDING/TRIM vi/ EXT ACRYLIC FINISH. I FOR WALL SECTION CUTS AND CONTROL JOINT - — -- 'GREY" COLOR APPRC`VED BY TENANT -19 -NEW AMSTERDAM* (25x) -JUST PEACHY" PREFINISHED ALUM CAP FLASH - "WHITE" - -- - -- -97 'VALLEY FORGE- (25�) PO4 COLOR TO MATCH ICI 484 COLOR TO MATCH CEMENT PLASTER LOCATIONS SEE 1,?,5,6/A3.1. I BR2"SUMMINILLE THIN BRICK" "ABBEY CREAM' HORIZ REVEALS - 2 15• x 74' CLEAR -14 "ALEXANDRIA" T.O. PARAPET FRAMING-- I - ___- - _ _- ---_ -.- -t_ -_- - P05 COLOR TO MATCH ICI #545 ---- --- - - FINISH ALUM CHANNELS BR3"SUMMINILLE THIN BRICK" "SEA HORSE" EPS MOLDING/TRIM w/ EXf ACRYIJC FINISH. 94 "COLONY' �. _ P06 COLOR TO MATCH ICI #476 -GREY" COLOR APPROVED BY TENANT -- --- - -- - ------- -- -- -- --- - --- _ i ♦ -.--1-----: BR4-21 'RALEIGH- LLE EIGH- IN(25BjICK" "GOLDEN WHEAT" L -21 RALEIG (2 HORIZ REIiEAlS - 2 h" x 74" CLEAR --- VO I __ __ -96 'WILLIAMSTOWN" (25%) P07 COLOR TO MATCH ICI #424 FINISH ALUM CHANNELS I \✓ -27 "GEORGETOWN" (50%) ~- "CORSICAN TREASURE" ---------- - -_ _ eks-_ FSUE RECORD --� --T�- BR5"SIJMMITVILLE THIN BRICK' P08 COLOR TO MATCH ICI #325 O S�Gt� -1--�- 1�. "WHITE" COLOR APPROVED BY TENANT - 96 'WILLIAMSTOWN" •AUTUMN BLUSH" -- \/ 06/14/04 STEEL - =_- - --- - = ClCOLOR TO MATCH P13 - ICI #428 P09 COLOr; TO MATCH ICI 649 - -- - -- -- - - -- ---= - -�=-- - == «---- r. � 07/19/04 PRELIM. "INDIAN PAINTING" ")YSTER WHITE" *WHITE" COLOR APPROVED BY TENANT ---- --- - C2 COLOR TO MATCH P11 - ICI #388 P10 COLOR TO 'LATCH ICI #551 01/19/04 EXT S"i - _ --=_ :. - __- :_ —� � -:- -: _=_-_ "PINK MOCHA" 08j06/04 FIELD _ A� PREFINISHED ALUM CAP FLASH - "WHITE" "MANILA TAN { � FRIES MALTS 1��� C3 COLOR TO MATCH P19 - ICI #808 t COLOR TO MATCH ICI #386 I09/16/04 RADIUSED, CONVEX CORNERS COLOR TO MATCH CEMENT PLASTER n 1 I FINAL MEETING HOUSE" - -- - -- -- -� --- - --- - — -- -- EPS MOLDING/TRIM w/ EXT ACRYLIC, FINISH. Ca QOINS COLOR TO MATCH P19 "PINK MOCHA" - — - ----'--- -----.--- ------ "GREY" COLOR APPROVED BY TENANT - ICI #808" MEETING HOUSE- P12 COLOR TO MATCH ICI #381 - - ----- -- --- ---- "COASTAL BEIGE' I STRIP AEON LIGHTING UNDER SOFFIT - PREFINISHED ALUM BOTTOM ANGLE - Mt FINISH TO MATCH FLUROPON EBONY P13 COLOR TO MATCH ICI #428 BY TENANT -- - ----_.____.. --___--- - -- -- _- -_ - - -__-- - ----- "WHITE" COLOR TO MATCH CEMENT PLASTER BLACK "INDIAN PAINTING" I M2 FINISH TO MATCH FLUROPON P 14 COLOR TO MATCH ICI #423 S397A509 DARK BRONZE COLOR "WORSTED TAN" M3 FINISH TO MATCH FLUROPON P15 COLOR TO MATCH ICI 421 t - RADIUSED, CONVEX CORNER S397A508 PATRICIAN LIGHT BRONZE # "ONION SKIN TAN" DESCN NUMBER — M3A FINISH TO MATCH S435210-R1 MEDIUM BRONZE COLOR P16 COLOR TO MATCH ICI #124 • 1'ROdE(1 NUMBER BY TENANT (1�j _-_-__ REOWARE" ----- BY TENANT P17 COLOR TO MATCH ICI 01056 M4 FINISH TO MATCH BRASS COLOR M5 FINISH TO MATCH "WISPER GREY" DATE 1 BRUSHED STAINLESS STEEL 06/14/04 P18 COLOR TO MATCH ICI 1817 MOSAIC t" TILE BASE - UNGLAZED BLACK - u M6 FINISH TO MATCH F'ROJECI WtYL',ER COLOR MOSAIC t' TILE BASE - UNGLAZED BLACK "CHALK' - COLOR COPPER PATINA COLOR U. NICHOLS FINISH FLQ R_ - P19 COLOR TO MATCH ICI #808 3,1 MN yY 100 -0° M7 FINISH TO MATCH FLUROPON S399B101 "MEETING HOUSE' J. HOWELL CLASSIC II -COPPER PENNY" P20 COLOR TO MATCH ICI 0759 CHECKED BY ENLARGED SOUTH ELEVATION M8 "BASF" COATING "SAWYERS WHITE" S. LIPS.HI;LTZ/L. E r- 819-G14 'ANT!QUE PATINA• P21 COLOR TO MATCH ICI #921 BUILDING R1 1/4" 1'-0" M9 CLEAR ANODIZED ALUMINUM "JUNIPER BERRY" • Errors may occur in the :•. �.� M10 CUSTOM SPIRE BY COPPERCRAFT INC, P22 COLOR TO MATCH ICI #737 electronic files The Opus comm 3.7 l w 1 SEE CUT SHEETS "COCONUT" responsible for any claims, _ . expenses arising out of the u,c.t' ' LIGHT STAIN h CLEAR FINISH P23 COLOR TO MATCH ICI #763 of the information contained r 3 C3.3 - COLOR T.B D. "CRESCCNT INN" fibs. 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I�k�"Cl y is J f4•% r z A 7.`tai+�r.r.:a`Mr.r.,.r,.-•,....«........_........:_,_w...,.....-....•.. _�e_.-.......... .�,......._.�.«....-....._.._.-.....-�...._,,..... ,_._......,r,....._ ,....._......,.. .. _ /t opust Opus Architects& Engineers, Inc. 10350 &m Road wa, I Yl"Onka, MN 55513-0' 9 952-656-114 952-656-4529 lo+ REGISTRATION SD _ 10'-0" - '� F.O. STUD PREFINISHED STANDING SEAM MTL I a - �"' --- — CONT CANT STRIP ROOF OVER PEEL do STICK I. Mie • T PARAP --•1--=______ Y _ WATERPROOF MEMBRANE OVER -h- FIRES I �~ APPROX. £L. 126'-6w RESISTIVE PLYWD Y\ OF OV�t� 1 a' Id 5 i 6 ".to -� '--.Y-- OPP HAND I 14 (.EN I 1 11 I A4.10 OAh ;a MTL STUD _` - I - FRAMED TRUSSES Tn 024" o/cSEE STRUCT STRUCT - gk T.O.PARAP FRAMING _ 'r-� -. --- --- -�- �+ I I I EL. 123'-5- U Q I TPO ROOF MEMBRANE / N t I � I �' WRAPPED OVER T.O. I � -- PARAPET UNDER MTL COPINGLi w I MTL STUD FR ` -r- / ARCHITf�: 4- 0 2' -1Y" O 16" a/c. i ROOF MEMBRANE it/2" THK FIRE RESISTIVE OVER TOP PARAPET PLYWD P N TYP. SECONDARY STUDS UNDER MTL COPING ac FRAMING -- U.N.O.: u, MIN. 3 00 STUDS OG1A6' o/c Mw/ _ T.O. PXRAPET BRACING O MAX. 5'-0" o/c 7" � EL. 119'-6- TO STRIICT STUD WALL. - �-,� DECK EDGE 7" I -1/2" THK FIRE RESISTIVE DECK EDGE 50 PLYWD -- FULLY ADHERED 0.060" , DECK TPO MEMBRANE ON FULLY ADHERED 0.060" EDGE MECHANICALLY ATTACHED I TPO MEMBRANE ON BATT IN (R19) PE R-25 INSUL. _SLOPE I NSUL, ATTACHED R-25 T, r } 1 i ?( )r )( }( )i 1. i ( 1( )r ) }( )( _X__)( T.O.DECK _ EXIT COURT WALLS 15 i 7:227 If EL. VARIES S _ ARIES I ONLY: 2 LAYERS %' THK A5.15 ROOF STRUCTURE. OVER VAPOR YEAR O = \SEE STRUCTURAL DWGS ISSUE RECORD 6ELOW - \, 06/14/04 STEEL B" UNDERSIDE OF ROOF ` DECK ON INTERIOR. 07/19/04 PRELIM. 1' 2" FILL GAP w/ 3M I F O STUD I FIREDAM & SPRAY-ON 07/19/04 EXT ,K1% - - SMOKE SEAT. 1' --- I F. STLO 09/16/04 FINAL S,, �` - 2 LAYERS V THK I_ _. FIRE-CODE GYP BD 1 d GA. 6" STUDS VAPOR BARRIER AND 5/8" GYP. I OVER VAPOR BARRIER �. �. x O 16"0.C., T(P - BD. BY TENANT) VAPOR I STUD(INSIDE FACE OF I - 20 OPP BARRIER TO BE SEALED BY - ) �I J _e, HAND TENANT AROUND ALL �--- l'-2" PENETRATIONS AND ALL EDGES. F.0 STUD i BATT INSULATION (R-19) B. 0, SOFFIT FRAMING I ---111"'TTTT do T.O. TRW L FRAMING _ _ _ .� EL. 112'-1 1/2- _-- ) — VAPOR BARRIER AND 5/8' GYP. J BD. (BY TENANT) VAPORBARDESIGN NUMBER TENANT AROUND ALL TO BE ED BY S435210-R1 PENETRATIONS AND ALL EDGES. PROJECT NUMBER o r4 14 GA. 6" MTL STUDS FOR HEADER do JAMB ANTE co O 16" o/c TYP. DESIGN - SEE GENERAL 06/14/04 N e L NOTE 06 ON A2.1 PROJECT' MANAGER FOR HEADER & JAMB I .,� M. NICHOLS DESIGN -- SEE GENERAL I I WAWN By Y NOTE 06 ON A2.1 VENTING AS REQUIRED II J. HOWELL I STOREFRONT SYSTEM CHECKED By .MT , SOFFIT FRAMING _ I I I BY TENANT S. LIPSCHULTZ/L. EVER' _ , I EL. 108'-8, I I bo - „• B.O.STUD r�..kMING - _ E-�-� � • Errors may occur n the tronsm ss c EL. 108-2 ­\ D/ I electronic files. The Opus compan,es off I STUCCO I j 2HR RATED WALL p° y � DRIP MOLD ASSEMBLY DESIGN No. Lf responsible for on dams, DR WEEP ASSEMBLY U425 NONBEARING WALL II I expenses forming out of the una n ^\ I of the information contained Pp"' II SEE PLAN FOR EXTENTS files. I I the final as-built conditlnn I I ! - • Electronic files may not accu' responsibility of the User ' '�+ I layouts. dimensions and ' ELECT EQUIP. 14 GA. 6" MTL STUDS I I I ir,ormatioi. ' I _ DBL LEAF CHAIN I O 16" o/c TYP. �+ I I LINK GATES. I SEE 2 A4.01 FOR • This document may nc 1 SEE 2/A4.02 FOR I / 0 copied without prior w• '• I I TYPICAL �� PROVIDE LEFT ( _ TYPICAL NOTES O INTO SLAB LEAF DROPBOLT I _ BATT INSULATION (R-19j i DIMENSIONS m all rights reserved LOCKABLE I HARDWARE. ►nPa+d Fo► -- I an I I _ I OPUS, I ✓ I I Opus Northwe t, L L C I � I I loan S.W. Broadway. Su o.. (Sa3)-916-✓7963 67 _2' a EDGE I ?er,lond, Oregon 9720 :� ,' -_---- PPOJEC 9' Q T r,(l p T STUCCO WEEP .� �. SEE STRUt,T. GWGS BRID{..'7Ef 1J�F� I B.O.WAIi. EDGE "' I EDGE OF SLAB SCREED 20 FOR EXTENTS OF CONCRETE I LOPL EXT coNc SLAB -SEE sTRucT e} VILLAGE BUILDING f iy. El. _F. �' Lam- `� .100'-Q"F.F. O —_ �— -- �c�in TUAIATIN, OR r C)/// % � '/ I; ' SHCF 1TT1 F % Qi +� r.e � ,rte ,� � � - /. I I \ \ % I \�!\\/ caL1MN FOOTING V BLDG R1 \ II ,t� w \ V\ �' y r --BeroNu. SEE ,/ \/ \ L \� / _ STRUCT. WS f' S `f. '/ �,' / ' -'` r., WALL SECTION L � R c of Tunt.Arr3 fTYRECEIVED � QEF w 7 ?004 . - -- WW T WALL SECTION WWALL SECTION suliN cwiw,& o > � SECTION DING OEPARTWNl ._� 3/4" _ l'—O" 1 A4 . 02 4...r..-..,.�..+_..-n._.._....mow...r.—.,wwrw"114�. 5.�.,..,-_..-_...._. n.,n/R7�aA,�vw,,..w�..____.._._..._.-_...,"�y,�:+.T^`^.� _ ._ _ ___.—._-_.-._.,._-..-....._� w--._._-... _._- .. - ..._ 'r�WYI .. - t , . l• Nry;II+111#110,11111 11 Illi illi ili( tI i 11111111! I 11 t111 iiuhtl)nl�( II i n 11 lilli,Illu.l I Ill 1„n 11 tit Il{i n 1 �iuI III nyun1nlnllu�unlnlll?In11�Illnullnllul! 1u! illl I,I,u 11 1 1 I I 1{e 17 is IE1 Y0 21 7I?_ 23 24 25 2e0 x h Lir � w k r • j, : py T1 I, � R Y.' • IIS IMLI ar l' 1 r t 4 a Y Illj i1.', l Yr OPUS Opus Ar-re-;, Engineer, a:x it ;:,w Ix- aE.:.5'RR-U � f F.0- SW `J I .k ( E. C.11\� - - _1,,- --- - PREMe-410 sTANaING Ste+ +r: ----------- - - -- - -- -- - -� ,900F •N" PW- : STcP( . .. p���/ - \ , JR'� _ _ --►-- - ,nom FRAM �l L 6U. CEW%t- CDLM T`'! I FWSH • •£z' MATCHIITt R00�'1+G - e _:r+"G. 2 I __ -- I '� �— • r£ �tQ%HG _—� __ �. � ' '►',� «!4f RESST�VE TEFt�1thA-Chr II"- �,t t c I - d i C'F1,ASO i..MQ .00 RW MEMBRANE ' ' \ I`"•- '� -1M - �-1C- w .i. �� lWE OF a V. caR r -.A� . f �,WAOC whCt �m. CAP ` i ✓ PLASTER Fft.SM 9171r10 ` •/ CYC •Eta 3'Q£ 1 • ,�• Twc FRS RESSTtif 0 Inc, VEW&9A%E ON , -0 ML , IF wAR!CS 14 SEE � %V - 1 _ - o-d ' :APOR Bp,Rq�£R AhL' 5 VAPOR 440 5/8' tD t/� AL.- 00 l- BWN�ER TO BE SEALC 9f 30X TO"T MOUND ALL - - - - - - - - - - - - - -- - - - - - --- _ :"__ i PENETRATIONS AhO All EDGES - - -- - - - - - _ _ -_ _� t!-_ 'F--am— i ---+f- 14 :A.6' C,&: S'i105 _ E- - '• _� _� I ` I VAPOP 11 " BATT PcSUlA'►GM (R-?y) r� 8Y TEwwT %- $TU ) �- �•��•� 1 1 5£_ V£RA. � .+�7R �itfifl� AND 5/9' � STb -:ARQ" TO BE SEALED Sly ( - PENETRATIONS AND All U)GES j w FOR HEXPER & mm ♦ �� gra. .r 4• ✓ — DESIGN - SEE G£NERAt F— • �--- - _ M { M- k4 NOTE f6 ON A2.t Ile A GYP 8C ANP YAPOR _ B pp��p�p�pp wr }{y�� \/ r tuft �" Et►Qr! " + 4C_✓ r --• S't a ''..'�'�T /J�:/iGiG r Y < • 'kfb9r�C R7lS –4b esoombTft of V < as :r S� Z/a4.0.T FOR 1 SEES R JES-1 y - - - __.rq� .�_ •coo Oocu>�e+t •^s, _ x„ SEE 2/ NOTES _ coQ•ed �t>+ovt Crar •' FOR PQmxES O d ►ills Iew and Ml+nd For OPUS, _olOpus lox SLO 40 T BRIDGEPORT p FFOR EXYENtS F C - VILLAGE 1 i e.tDo'-U'F.F. �aG'-C•Y BUILDING R'+ �J 1 TUALATIN, 00, mom BLDG R1 � �— — - — MY or-TU4LAT,� a WALL SECTIONS - 4 (f) ---- — 5_P 17 1Q(?4 F-- A E14tE�lfPlK;S � �u )WLALL SECTION ., � •r 1 A4 , 03 S' -nON � R NfAL�C3 .SFIrT10N ---- WALL ..EC _ ___ _ 1 ------ -- - y. , .. ...-•--_---_.._..---_ _ .-.-..-.-..._ ._. .-.-w.nxP4G'cR^._....__.-..._.._ ._... ... ....__ _ ._ __... ._,-...- 71.�._ M •R' .,TR""M- (l/ '!"a AL1ay.4,u.YM"�Mn•f•11 .Y1r(*�M*My .'t`:: _...._._........-ten. _ __ --___ - .. _. .. _- .-•--..�.,q�.rwQ .r.. - TITAi.*71Ct+1•TJci1Fa^r - .. �M �'te�;1.. ... .as�°'�T. .�.Rit•x'is �;• ..r. Rl/�f11! a F I r!q i"Q die 22 29 2`4 2 7pK. ' a►+ w - ,_ tae ' :. ............:.+,r+w+'i.Mr•'+.'My-Xt�ly{IIMi^",_ �l[ "1 -,i • ii:r WIN vr' 01 pus i Opus Arch Stec Engineer, - i - "w► 4VIZ f Av Ar 1 . 111� DARAKT uW)ER w-- =�,�=. a ��'`,f =------_ —•t ---- no* FAC RESM'%l low SmTEL -.•,. jo T 4 rQT-- - -- -__1i^Tam-9 _ '►:r MAI Sm STRucn-w OSS _ I t t ( t 1101_ / WY • - -'•L .'his �« N 7 AJC-; 7�R£CTMON 1i S'RtJC?'..?£ sc-( _ oc ROOF S� - - • tll�^ = -- '_M �.+�. .r=F y r W YARD 5 E W-, SEE SMX%Ak DOM •... � • A_• 3A•' 'V'S:l,►''CM to-15 _ t Wt WARY 77 (_ ' p \ t 1711\5N i OR -fAER AW SEE All f= 1 C:Q •'f_aCrZ !k -AW- ---moo"_' _ ^ ( 4-.TE#6 014 ��` x •1.'Ud IELIT �. ,— WELL �, ( � L T, -!scc•-s.�a ': .. . : .- - tot-•-,rr. ^res. tie ✓" ' � . • :vcfr� Figs -.-. ^ SEE f T/".04 �W Tri FOR `� cooied s•t• :_ :, ." - :! SEE 1/".OT FOR { � & �� f rfWAL "m � ( �� �e��a • SM t/10.04 FOR ooc�� FOP OPUS V(t+W tw7 J tm it• profs � -- ' ' x r20 4 I Em itO ^� � AS.�S ( tT {ti, ry t nl �,}e"�. ,�"� r a tip•• . e 4r.L— A -t• -�- I FM 'STRUCT o>#cs BRIfJGEPOR � f FM MEWS of VILLAGE BUILDING R1 OL a-100.-0 MOP TUALATA. Of BLDG RI ` �Y "«`\., ^-;'�•�-'-�- +"�-„�� r "" C.. .+._.../ _r- 1 r. , 1 J \'i. ` j / to !•ALL SECTION,EV TW SIRMT no SEP 2 7 M Cj > • WALL SE�T10N a�,� 0 1 A __- - . 4 .. r, ,yy, y ,.,yy.a•r rawwr:M.1Yt•rnMaflwrMpwIYNW'•x�...Yta.•_�>II'.�N':�rrrn�baGYravMR�U!![1�k�M��F� y'.:,....•--.v..�- .-•+!e!^c _-. t�tlfdti-�..1:., :as .,- .. .r� y,,.. a,. ,,.a..�,i..�,•i '. ,, ,. - .,:nr- . ,.r-.,5,^- .. __...._.. .....,.,.,......,... -... .....a�:oru... .:.----: .r•s-r.rma:acrnsrren n.rext:,a�n4 p l? y bi[ �$���• •.r:.. .h� .� • r ;; , .., •:.. ., •, :::., LaQmLffy9TW � ,a Al7 � ? �• •� ;� a •+a �� �a �:� a a� •SDwn»�z. � X i w. Ath� _s. µ. ; , Sk yfi , v '1 :e .rr I ROCKETS EXT. CEMENT �"N OPUS- J. PIASTER SYSTEM - TYP.: �-- I -• PREFINISHED STANDING DRIP FLASHN�SHED MTL STANDING SEAM EXT CEMENT PLASTER SYSTEM SEAM MTL ROOFING ON RECEIVER CHANNELS PER MTL ROOFING ON BROWN COAT TO BE Y4" PEEL dt STICK TICK STANDING SEAM ROOFING PEEL & S THICKER IN ORDER TO ALIGN - WATERPROOF MEMBRANE / / Opus Architects & -�— ON ;�" FIRE RESISTIVE SYSTEM W.P. MEMBRANE \ w/ LEG OF ALUM CHANNEL I PLYWOODEn ineers, Inc. GENERAL NOTES REVEAL EDGE. I THK DENSGLASS CONT. EXT. CEMENT PLASTER— / CONT MTL 3/4" FIRE RESIST g - �- -� - - GOLD SHEATHING SYSTEM EDGE TRIM - PAINT TO I 141, CAP FLASHING PLYWOOD MATCH CEMENT PIASTER /- EXT DENSGLASS MEMBRANE jy SEE SHEET GA6.1 FOR GOLD SHEATHING ___- WALL TYPE DESIGNATIONS ROOFING WRAPPED 10350 Bran Road w.,t \ / i MEMBRANE / Ylnndonxo, MN 55343-0i' CUNT. 2 h* x �4 OVER PLYWD ROOFING :' 952 152-65t--651-4444 529 lo, SHARP-CORNER ALUM �- �, UNDER MTL WRAPPED i 11-GA5.14 _ _ SEE SHEETS GAG IN CONT 3 ROOFING OVER PL r1N0 - l� fOR PROFILES AND CHANNEL SET CONT. 8" HIGH, TILE BASE UNDER MTL I ` ADHESNE O SURFACE Of _____---�f PRECAST SHAPES SCRATCH COAT CEMENT THIN-SET TO SCRATCH COAT. 73 ROOFING/CAP t REGS;TFHAT1pN I" x 1' MOSAIC CERAMIC TILES PLASTER SYSTEM I c I. SEE STRUCTURAL DWGS FOR COLUMN TYPES 3 — UNGLAZED BLACK COLOR. MTL STUD FRAMING 0 i 1/2" FIRE RESISTIVE j R�D •� o � 16" o/c ` PLYWOOD I �'j AND SIZES In CONT. B.O. WALL WEEP SCREED = y I l ( U UAti4 2. SEE GA2.1 FOR JAMB FRAMING DESIGNATIONS 1/2" FIRE_j it 1 B GA. MTL Ly 3. SEE SHEETS GA3.1-GA3.2 FOR MATERIALS AND / RESISTIvE FINISH DESIGNATIONS y - k STUD C. WITH Al WN US MN • PLYWOOD INT. CONC 18 GA. TRACKS EXT CONC SLAB SLABSEE _ 1 59 STRLICT OF REVEAL SECTION BASE SECTION C�V? OF SECTIOSECTION T J. ROCKETS - C T RECESS S TYP. SCALE 1 1/2"-1 -CCALF: 1 1/2" 1'-0" ROOFING RAKE EDGE SCALE: 1 1/2"-1'-0" CAP SC=E1 1/2">=1'-O" FAEDDiTIONAL E U�; N PREFINISHED ALUM ' �FANdIIIry GRATING (COLOR TO MATCH DOOR). ��.\ z t. I I I\ 2" x 2" SPACING w/ y4" x �" VERT do PERIMETER FRAME t —_ CONT. DRIP EDGE _ BARS do TUBC/ROD 2 h" MTS FLASHING " HORIZ's. STUD FRAMING -- - 2" x 4h' HEAVY-WALL, 0 16" a/c \ PREFINISHED ALUM -- ) PREFINISHED ALUM 'kir STOREFRONT DOOR FRAMING. ` CONT PREFINISHED - - SIDLLIGHILDOOR O LATCH-SIDE ARAACHMENT CLIPS ♦ LL. 1 ` MTL GUTTER SET INSIDE 't` \�—ALUM STOREFRONTDOOR ,. 8" WIDE x B" VERT L PERIMETER FRAME w/ `- - x 3 h" DEEP SCREW—ATTACHED 0 Y4" (.236') THK MONOLITHIC PREFINISHED MTL TO ALUM DOOR. 2 SHEET, POLYCARBONATE ; / LEADER BOX COVER CUPS EA O TOP �C �!SAFETY GLAZING - CLEAR, I H OVER DRAIN PIPING A RC H 17 E:,".1 BOTTOM; 4 CLIPS ,� l/ ABRASIVE & UV RESISTANT 1 EA d SIDES. ! BRICK SOLDIER COURSE SEE 7/A4.10 FOR TYP ALUM GRATING - - GRATE-COVERED DOOR PER NOTE ABOVE -� t4 II BRK N PIPE NTTEERCON INTERCONNECTED NOTES A' L- ,~� TO ROOF DRAIN PIPING SYSTEM SEE FLR PLAN �� GRATE-COVERED DOOR JAMB DETAIL �. GRATE-COVERED D017 R SECTION ROOF SECTION O SIDELIGHT SCALE T I/2"=1' 0" rTRANSOM HEAD SCALE: 1 1/2"�1'-U" GUTTER i SI:ALE: 1 1/2"�1�-0" MREFINISHEDCOP NG `' 4 ' THK F.R' P!YWD MEMBRANE �� 4 ROOFING 4'-0' r ( F.R.T. WOOD SLOPE T ' ��—�� WRAPPED 4 Yi" LONG. ALUM FRAME SPACER w/ /�-- i 2"/� MIN I OVER PLYWG •� , SHIM, CONT i i UNDER MTL SHIM/BLOCKING „I ROOFING/CAF MAINTAIN MIN. 1" CLEAR FROM - STOREFRONT FRAME TO ANY CINEMA IN. t - \ � = � --- _ _-�=1 r T.0, WALL FRAMING CMU WALL PROJECTION VARIES - t55UL kCwOI�U \ F.R.T. 2x 07/19/04 PRELIV WOOD DOOR O HINGE—SIDE BLOCKING 01/19/04 EXT. �/ '� CONT KEEPER 09/16/04 FINAL SSE__ ' 4 h" x 4 �", HEAVY-WALL / / �" STRIP w/ �'`�� ' ALUM. JAMB FRAME �--/ I // SEALANT MTL STUD PROVIDE 4 SLIP-JOINT ANCHORS (1 0 / x, --'-z�- FRAMING O 16" TRANSOM HEAD FRAME, 1 O DOOR HEAD i ° °/c FRAME, 1 O PANIC HARDWARE, do 1 0 2' ABOVE SLAB 0 B.U. DOOR FRAME) ' ., o _ THUSLY: _L 5" x 3" x .188" THK x 4 h" LONG. o� ^ -_- __ RESISTIVE FVE •• '-i J --* RESISTIVE PREFINISHED ALUM CHANNEL - "BLACK" - F 0. 'TUQ PLYWOOD COLOR TO MATCH DOOR/FRAME. SEE 7/A4.10 FOR TYP i + - PROVIDE 2-CONC TEC SCREWS - MIN. GRATE-COVERED DOOR -� 2" EMBED IN CINEMA CMU WALL. SET N01 ES SLIP—JOINT w/ CONT SEALANT. C!3 GRATE-COVERED DOOR !AMB DETAI�11/2 a GRATE-COVERED SIDELIGHT SECTION PARAPET SECTION DEQ NU O CINEMA CMU WALL SCALE' 1 0" TRANSOM HFAC SCALE: 1 1/21 0 SCALE: 1 1/2 1`-0" 54.35210-Rl i PROJECT NUMBER DATE PREFINISHED MTL COPING EXT LIGHT FIXTURE BY-f OCAQ ALUM ANGLE O TOP h BOT \ TENANT PROJECT IIAAOLS tt / OF FASCIA M. NICHOLS F.R.T. WOOD BLOCKING 0 TOP \ \ aMAWN BY & BOT. OF EPS MOLDING T.O. WALL FRAMING T.O. W LAS FRAM CHECKED BY — ---— — F.R.T. WOOD —� — T _ - - 127 9- 127 —9 SHIM, cDNA S. LIPSCHULTZi L ACRYLIC FINISH OVER EPS _ WALL MOLDINf, I 119 -Hi�L • Errors may occur ^ - I �•-- .p J I , I electronic files The ce-.+ h- THK F.R.T. PLYWD responsible for r,,, °0 expenses •',sing out PREFINISHED MTL C'FLASH w/ + of the informot�r,^ -: '•'�' SURFACE REGLET SET IN files. * Electronic foes SEALANT ' T J respothe nsibilinal ty ofI't P I P Y ` layouts, dimers ops / -- information. ---_^-_ - �PREFINISHED MTL CAP FLASH�" I i • L_ • This document I —._..- - -- --- --- ----- y — copied without �...,- _ A _ SEE 3/ 4 10 FOR TYP HD an rights 'ese PARAPET COPING i�OTES __�_ P►poral r�' r^ PARAPET SECTION PARAPET SECTION PARAPET SECTION _ Px •��' :r'_ 0 RT�AR EXIT COURT WALLS SCALE 1 1 �2"=1'-0" �� OPUS 4 J. ROCKETS - TYP. LOW SCALE: 1 1/2'-l'—O" J. ROCKETS - TYP. HIGH SCALE: 1 1/2" 0" 'r '� � Hort F + i t yc i ' C'F,ASFHINI• c INL)ER OPUS hW25: 1.. kti ci"i.+ ;::.:, a ..•,se COPING 9t ;vEft i STANDING SLAM F.R.T. 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PAPER OVER -5- �r- A• • This document may not be ,se' PLAN DETAIL 5/8` THK. DENSGLASs SHEATHING I copied without prior wr;tter, c^^s. ® all rights reserved - 1 SEE: 3/A5.01 FOR � 6 ,I J FieW For TYPICAL NOI E S ��3 PLAN DETAIL t^ 5) sh I - 6" OPUS STUD + 4�' S_tUU _ sTu Opus Noithwest, L L �` 2'-2 X8` �- 2'-5 - - - - '4-- --- - - - riTy of T1.7AlATIN F.O. STUD F.U. F.O. STUD SEE 3/A5.01 FOR Qo toxo S.W. ae•+•nr, Suir STUD TYPICAL NOTES RECEIVED ►erweno 97205 (�__ SEP 2 7 2CM4 c�}rt►1�-Nn.s ---- `-✓ I O.R,oL i o iv EN(i,N1EFR*K X BUILDING DEPART'MENT PRMCt l'ir------__ 0 �- i 1 BRIDIGEPORT F f •- ' + > O a a — - GENERAL NOTE. I . I / / N E BUILDING R1 ik to SEE SHEET A6.1 FOR WALL TYPE DESItNATTOf NS c � nuTton 1UALATIN, OR. (I O.R.DA LAMB'S TONGUE n 2'-7�a" t/ F PROFILES AND aKt, rm r ¢ I 1 t �44 2"-ft' t'-n' -5 - 1 ---- - - -- - - PRECAST SHAPES 'v -. -- — ,� BLDG R1 �. I SEE sTRucT o1NGS FOR COL MES CX ENLARGED FLAN SIZES AID 2. SEE A2.1 FOP JAMB FRAMING, DF:SIGNAPON� �� F DEVILS 3. 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' J•' 4, iy , YI , ) 1 . • 1 ', fel .. j ,�, ;, ��� r I , ' .� � ^ ^ • r ,. , �+,— ♦ r_' . 1 _ .f ff - ,•'. • (. ..r•.. • .. r ( .� .. v.l .pl., • ` , , • • r •I A • A e � , ` - .., - - -... r •.r.. ' t , y - � I ✓ .. , s s r; k,. F[ E PREFINISHED MTL COPING PUS/Fr MIN4 TO ATCH WALL COLORNOTED OTHERWISE �� " Y— 3/4 1% L 1" Y2" Y2" �' us Architec30x P is 8 SLATE ST NE FACINGngineers, inc, `--r'-`- ? - SEE ELIEVATIONS " �-STEEL 'STUDS n THIN BRICK „ I - SEE T.O. PAR-AM _ - � � , FOR TYP AND FINISH „ FACING EL VARIES - STUCC� " p FINISH ELEVATIONS FOR TYPE 10350 111`,1, Rood flies, N r � '� 1 v SEE WALL z SECTIONS I i g GkUUT J NT �� u _ 3/4" FIRE RESISTIVE I 5/8" NSGIASS " y � EXTERIOR PLYWOOD ' I SHEAT INCA " GROUT JOINT 052-6%-"44-a56-1szy Io, ' I --- ----- -- —-- H ' I -- CONT KEEPER S1TiIP— ;( ^" 2 LAYERS OF GRADE D PAPER k SEALANT �_�-CONTINUOUS WOOD j. ' SEED L 4/A5.15 SEE DETAIL 4/A5.15 IIIEGISIRATION BLOCKING NESTED IN FOR 'CAL NOTES " METAL IUTH SCREEN " FOR TYPICAL NOTES - ANC OR TO STUDS r TRACK FOR HOLD lF , I 1 , it F_ . _ tl DOWN OF PARAPET CAP } ' ,� LAMY FOR SPECIFIC FOAM SHAPE. SEE WALL SECTIONS 1/2` FIRE RESISITYE xk, I I SCRAT4H COAT 3/8" z t W i i 1 -- BROW COAT 3/8` +/- EXTERIOR PLYWOOD NI �, 4 " ` Yi c r • 1 „ > o I. u 1 4" i, w r NOT USED r LA EXTEND TNO }� �, '21 ACR,'UC FINISH TO EXTEND ROOFING Y - 3" = 1'-0• OVER FOAM SHAPE. SEE -_--� MEMBRANE UP do c� LIMESTONE COATED RIGID �,� , I w INSUL. ADHERED TO ELEVATIONS FOR FINISH TYPE I OVER PARAPET _ " ��----GYP BD AND VAPOR �( I STUCCOBASE • dt COLORS / VARIES BARRIER BY TENANT i °' �` �' < z I11 CONC ALK / PAVERS - ' > p d ° i BREAK MTL /-'-" WINDOW/STORE r �� 41 I FOR TYPK:AL. JAAAB FLASHING SET w , e / FRONT AND SILLS I X N - I I / S Ac ExFANSiON MATERIAL '- -DETAIL NOTES SEE IN BED OF / BY TENANT t 3/A5.16 SEALANT W/ l' PARAPET DETAIL N PEEL 81 STICK W.P • 1 O �K END DAMS --ANCHOR CLIPS AT 13 3 = 1'_p• I MEMS NE UP 4" BEHIND " - SIDES AND A? _ ' STOREFRONT SYSTEM NOTE: VERIFY ALL ~ TENANT LIMESTONE _ BOTTOM OF PANELS - F.O. • /, TYPE D' PAPER -� I y COATED —, 2 LAYERS OF CONSTRUCTION WITH h x- x �,,' STUD / RIGID INSUL 4' X T 6 GA MTL STUD GRADE D PAPER MANUFACTURER STANDARDS i! - �� CONT. NEEP SCREED _ . CONT WEEP SCREED � - N CLASS- - GYP RD, AND VAPOR MTL 'ATH SCREEN �. �-CONC. 151,.8 � , ��BARRIER BY TENANT ANCHOR TO STUDS _ �_ MEIN. FLASHING FOLDED ° , DETAIL BASE/BRICK r--�' DOWN AFTER ROOFING MEMBRANE /" ° , 1 1 -- IS COMPLETE j :'� X '. ° ° I ' ° ° e 53,' TERMINATION BAR - - - ax , �..,...__._.,,........ ��' a ., ° °° `, ° ey �. PEEL STICK W.P. - �. F.O. STUD ANCHORED W/ FASTENERS - � \`,( fir' r d a ° 1-11 MEM E - �{ I1 t�" �V4" }Z" 3j4' " - w J a d 0 12" O.C. MAX. I e d e d ° I • a AY(� ` T.P.O. MtMBRANE °J ° ° • ° II ° y L -•- - ----- d , SHEATHING DENS GLASS 3 I -- - SHEATHING - 3 `LAB EDGE -' ° I BD IE ' TERMINATE STUCCO n Q ROOF DEFLECTION } is ° /a Y - - ]° e ° 5 e a II LAB EDGE �i CUITU D STONE �' w FT INT CONT I • • . I I „ (SIZE V IES) - SEE e ELEVATIONS FOR TYPE ----r w WEEP SCREED � � SO JO ° _ •, I � . a +' , AT BASE Of FRAMING a AT ALL PERIMETER - ° . - „ • , k WALLS - - -- AND F 7 ocTU BACKER ROD AND - -- JI I ISH �_ SEALANT - r �p I " I „ -GROUT INT ° I --FOUNDATION '---PRECAST PER WALL - SECTIONS. �° II ,IAMB DETAIL PRECAST/STUCCO DETAIL BASE/SILL _ 7 DETAIL BASE/SLATE STONE " 17 DETAIL BASE/STUCCO 2 3" = 1'-1• 1 t/2" - 1'-0" - -- 6" 1 F_0" DTL T.P.O. TERMINATION c' STUCCO 4 6•= ''—o• . • 14 ,� � ,� SEE OETAIy 4/A5.1S v R - 3. 1'-0" FOR SPECIFIC " --- - FOR TYPICAL NOTES G P BD AND VAPOR " �` ( 'I / —PREFINISHED MTL COPING F EXPEND MEMBRANE OVER FOAGI SHAPE SEE BARRIER BY TENANT TOP OF PARAPET WALL SECTIONS " FOR TYPICAL JAMB SLOP UNDER CAP t DETAIL NOTES SEE E - --MEMBRANE SEALANT r- a.Y -- 3/A5.16 - 174 'p� MIN _ _ APPLIED CONTINUOUSLY SEE DETAIL. 4/A5.15 I , `_= BEHIND MEMBRANE FOR TYPICA. J '' I STOREFRONT SYSTEM - NOTE: VERIFY ALL SBY TENANT --_- _ - CONSTRUCTION WITH I *EL. T.O. PARAPET —� MANUFACTURER STANDARDS , STUCCO 41 . . s VARIES , - CULTUII STONE ' I , a „ WITH T60LED JOINTS w � ISSUE CORD " SEE WALL �-�'�i Q. -3/8" BARBED SEAM PLATE SECTIONS I ' 3/4" FIRE RESISTIVE AND FASTENERS 12. O C. - SEE LEVATIONS FOR TY E AND FINISH > I 06/14/04 STEEL ( EXTERIOR PLYWOOD SEE DFTAIL 4/A5.15 ,�, . . . . . . I 4 PRELIM. / I 1/2' FIRE RESISTIVE I �,, 07/19/0 EL FOR TYPICAL NOTES \ SCONT TRIP Kc KEEPER ; I EXTERIOR PLYWOOD „ W 07/19/04 EXT. S� , 1/2" FIRE RESISTIVE � SEALANT , EXTERIOR PLYWOOD METAL STUN i T.P.O. MEMBRANE I I I SLAB EDGE TERMINATE STUCCO AND SEALANTS -�- j / -- 09/16/04 FINAL ° W/ WEEP SCREED Cr AT BASE OF FRAMING i ' aw - 1 ROOF DEFLECTION PRECAST PER WALL I EXTEND TPO i SOFT JOINT CONT ``i� • d I„ SECTIONS. RETURN ROOFING AT ALL PERIMETER PRECAST BACK TO { , MEMBRANE UP ,k WALLS I I STUCCO FOR , OVER PARAPET / Xy% X � W n W FINISHED EDGE (' _ AL -PARAPET DET DE?:,I� CONTINUOUS T.P.O. PARAPET DTL e I a ' ° n e o��c" ,"aER 22 JAMB DETAIL PRECAST/STUCCO ( 15 18 3• - 1'-0• 3• = 1'--0" °° I ° 1 ° - PR"rTS435210-RI 1 ' � w 1 � ^ a •' a PROlFf:T NlA6ER � _ .I —"- ------PREFINISHED MTL SILL I DETAIL CULTURED STONE ' e ° 1 • .' _ DATE WINDOW/STORE FRONT I e I I 2 6• 1'-0' AND SILL BY TENANT • I ° • 1 O6/14/04 1`_Y MOACT IAA11AGER .---- STRUCTURAL e � ' I _ _. M. NICHOLS GRID LINE 3/4' PLYWOOD I e .. II e WINDOW SYSTEM AND • ° ° -- ° 3' 1�" - Ti4- sa- DRAn 1I ,,a ° J. HOWELL SEALANM SILL�FIASHIN6 TO 3 5/8" MIT_ STUD ° ° e ' 1 ° °,, ° I CHECKED 8Y COVER SUB EDGE WITH Rnl1 INSUL EXTERIOR PAVING BY TENANT TO MATCH _lJ -2x4 WOOD BLOCKING S. LIPSCHULTZ/L EVE;: THIN BRICK AS SCHEDULED WINDOW FRAME COLOR. DETAIL BASE/STUCCO FACING - SEE ELEVATIONS FOR TYPE • Errors may occur in the I �� �— DETAIL 5 6•= 1'-0- s ALIGN FACE OF BASE 11 6■ 1'_0• IAND FINISH electronic files. The Opus co-; ►`"., WITH ADJACENT BASE „ 1 " " - -- - --- I responsible for any claim;. v v a e , �\ ON THE WALL - -- STUCCO FINISH w 4 y I GROUT JOINT expensm ontormaGonl of the ~ 0 W files. d v N , , r '� -5" CONC WALL 'I - SLATE/STONE - SEE • Electronic files may not cc • "r WINDOW FRAME a ° w - Com' WALK i FOR SPECIFIC I „ ELEVATIONS FOR TYPE 1 the final as-built cond t v}�?" a c `� FOAM SHAPE. SEE � " / n ANO FINISH responsibility WATERPROOFING a a , EXPANSK)N MATERIAL w „ SEE DETAIL 4 A5.15 k' res onsibilit of the use, P 17 N =� AND SEALANT = WALL SECTIONS „ FOR TYPICAL NOTES It v SEE STRUC , " GROUT JOINT ` , layouts, dimensions and i �i information. a -a v ° z n • This document may ri;t t° e p I _ GROUT JOINT ,'-- " x -- copied without prior w 'tPf a d ° , -GYP. BD. AND VAPOR 1; p �� 4 SEE DETAIL 4/A5.15 m oM rightsreserved ° `'' II SEE DETAIL 4 A5.15 a I nv BARRIER BY TENANT ,/+ I „ SLATE STONE - SEE / � ,. FOR TYPICAL NOTES ELEVATIONS FOR TYPE �� FOR TYPICAL NOTES - ° AND FINISH „ 13 I I J „ L4gered r, CID DETAIL TENANT ENTRY SILL _ � 60 MIL WATER PROOF 2 ILA 0-NOPUS 19 1 ,�z� _ ,'_D• MEMBRANE EXTEND ' \' `f ABOVE FOUND WALL ' ' fn " " 4" / x I' „ w Opua Northwest,L L C d S2 _ SETTING RED 2 ' w STI\JCTURAL o 2 GRID LINE w Ln , ° N 1 5000 S.W RS )G•11. `uite ' 4' WINDOW SYSTEM DOOR %` `` pal No tArpon si2r, WITH T?iRESH0ID SET > o I (SW)`fIM 83 IN SFJALANT EXPANSION MATERIAL F i ( i --v.. L0 Q PRQIECT _. EXTERIOR PAVING-_ ''� I ;Y .( r • , ? a5 sr;HElxtIFD ,, .� x , c' BRIDGEPORT . � a t I `K ,iz• INSUL 'y ' VILLAGE v K / a � -I �'�, r Y 1 BUILDING R1 CONC. SLAB AND --- .1 n -� FOUNDATION 5 ° / - ° ., J�, , ° ^e d tL1 ° I TUAUTIN QR. 1f�DOW rNAAAt - -�- n �' -- SEE STRUCTLIRAI ,' ° d \ I ° d d - r ° 5 - i a O e ° I d , k' WATrnncr,r,rlN;: DWGS. ° e • ° e `� 1/ • d I, y• I / I • 1 1 FF TRI II^ q :� :, .:1 C ° I I n, ° - I •, .5 ° ° ' � I'D 9�f.T TIRE ,I j .. v , a • r= ° -- a ° ° / I ° CITY OF I".IAUITIN n 1 e d �Fi'� �_t7 BLDG R1 ° ° e ] ° d° 1 COW SLAB Alvl` ] / t ' e e c. FUUNDt,rlO'? 5 , , ' ., , e IEP 7 .r'G .r Ile I n ��1-I�AfL SEE STR'_�;TUII n _ . IILOGt DETAILS ^'r ,I , 4 , x` L)WGS. ° ; e • ° ° ; ° 5 AUL�DEPAFffW FIT N / 2h' DETAIL e _ QETAIL EASE/SLATE ^TONE, DETAIL BASE/BRICK _ ""'"�"' DETAIL TE�!4NT DOOR THRESHOLD _ '1 DETAIL Q BASE/SILL _ _ 12 g " ----- - ( 6� 6. 1'-0• � 8" 1'-0' n 5 , 15 I R1A s .., -.._,_...~-._.__._,,.T-- - - _._._..-.—.....__...-..._—__---•.___ .--_._-._._-____-......._._.._....-._.......-..,q. _. -..-.. _.__ Tw_Q wa.r.:^__ ..__.....--.._.-.-.-...a_.. ..-- __.-_. -..... --._ --_-'w+.+_-...--, --._ -._.. +........... .._._.._. ., n..-......r•'-..—_._.--" '• _.---• __..•..`._..._-.:...._..._ ,.....-..wl . l, „•„ M" � ��I,�,W.: . t •: it 4N.,tJF Jrtn.FF.}IIY:t :.Y;AWIf r r, 'i Illi till I It Iltl LII'!1 Oth'III I 't f flt 11 1111 1111 f P I.till N I I!I t I IIH 1111 III lilt IIIIIIIH 1111'IIIill ilfl HI .. f l Ill it LEQM�l�111`1►rrar c 1`r 1 , 1 ► 3 I I i I I I ' I I 1 1 I f I I I I I t t 1 I i I � tlj to 1 ! !& 13 14 to 17 t0 1Q 70 21 22 2'3 4a 2.5 2t9 :t7 23 O 30 F 3 4 1� I C F d• . ��ro44I��:�:+_, .x �7:ar. `� ,. �6.1� ,..�.�„..�zf ,�w'� a,.A,,a�i :. � _ .>�: n1 r•F�h;KEiiC, !`FfL�,i4fb7'q.�Fe,s^ �:.. . "re, ,o-,1# � ,T d i. �i',.X.. ,'� f4 e • l rz, R, r•s r j i nm .MA Jul 11116,P111-k ., .,<.._:.•.yam,....._.._. „-•., ........,., ._,. .w,...__....__.. ,.—......+......•w w ......-..—....._...._-._...._._.....__..w.............,. _ ._ .. .. ._. _... ._,. .. ... I— O OPUS `--� Opus Archlte",;1 u -- - CL Engineers n,, STUCCO ar \� IC35C are G� t r - . I t m95i-Q`b-uu CULTURE STONE �I mac--- fGW1 CONTINUOS 1 3/4' - 3 1/2' - `\ DRIP CST I THICK I REGSTFA'tOk �--� THW BfrICK �\ FOAM TRIM It SETTING BED W 1 r J� T 00 SEE-�/A5 16 FOR > I TYP NOTES CONTINUOS � DRIP __� f — CONTINUO �! SEE 2/A5.16 FOR rrPICAL� SEE 2/A5 16 FOR TYPICAL / --- - STUCCO t It _ �_��j -? L SEE 2/A5.16 FOR TYPW.AL DRIP--�_ ? -- NOTES NOTES I SEE PLAN 3 — NOTES 3 — I { I-,N)I�R 5 i�` � �! HEAID DETAIL STUCCO HEAD DETAIL STUCCO HEAD DETAIL CULTURE STONE ---- I t'ti �, �. 13 3' t'-0• 9 3 5 3• t _0 -" --- - - - _ { ': r rx y a u yY 4f1" v S r 'I x ' f t ------------ IMS .._. OPUSI Opus Architec�� Engineers. Inc CK p a I*Kk erw Raw OW I I ! I 952-6%-u44 � °D � � I 952-656-x525 Ic, I FOAM TRIM _ FOAM TRIM I THN BRICK SES BSD C) ��� I ' �� _ � • MtNNEA.�t• O F Ct : TU T'U s W I \ _ STUCCO 6—! --, ' 0 K Li :r7 I In J I DRIP MOLD W/ VERIFY WINDOW SCTBACK DRIP MOLD W/--' SEE �/A5.17 FOR TYPICAL — — DRI P HOLES TYP E f WITH WINDOW DEPTH WEEP HOLES. TYP -00 7- s WINDON NOTES - AT STUCCO SOFFITS AT STUCCO SOFFITS '� ! HEAD DETAIL STUCCO & VYOOD WINDOW `HEAD DETAIL a� STUCCO & WOOD WINDOW r��HEAD DETAIL @ BRICK/STUCCO & WOOD WINDOW - �9 AT oR STUD WALLS 3' - 1._O '_0" 3" _ `--c \ 3' 1 0" A R I-. WOOD EXTENSION SILL f *000 EXTENSION SILL ( WOOD EXTENSION SILL AND INTERIOR TRIM BY AND INTERIOR TRIM BY -- { AND INTERIOR TRIM BY i TENANT IMPROVEMENTS TENANT IMPROVEMENTS I TENANT IMPROVEMENTS ANCHOR CLIPS BY ANCHOR CLIPS BY ANCHOR CUPS BY WINDOW CONTR WINDOW CONTR—� WINDOW CONTR Tt I I � ! 1 ROD STOCK At SEALANT - ROD STOCK & SEALANT--- i \ ROD STOCK do SEALANT ��.. - I� '� ~ • _ + ISSUE rEcaro — -- ! - 36/14/04 c-=;_ 07/19/04 PREFY. I ' 07/19/04 EX'. 09/16/04 FINA_ A JAMB DETAIL C ST'�CCO /WOOD WINDOW �^ JAMB DETAIL STUCCO ! WOOD WINDOW (2�' JAMB DETAIL a� BRICK/STUCCO i WOOD WINDOW to AT 6" SMD WALLS 3" = 1'-OR `? 3- - -j" \ t" = 1'--0- C, ' O" WOOD EXTENSION SILL __ -- ---- ROD STOCK & WOOD ExTENSION SILL AND INTERIOR TRIM BY SST — WOOD WINDOW AND INTERIOR TRIM B, W000 WING TENANT IMPROVEMENTS PREINISHED MTL SILL i 1 TENANT IMPROVEMENTS WOOD EXTENSION SILL R00 STOCK do SEALANT l FIASHING (SET IN BEO OF i AND INTERIOR TRIM BY ROD STOCr k SEALANT —�, gyp► NUMBER _f SEALANT) �c--.=- f / TENANT ;MPROVEMENTS pREFINISHED MTL SILL � ' S435220—P2 PREFINISH D MTL SILL (PROVIDE END DAMS) I \ j ANCHOR CLIPS BY (PROVIDE END DAMS) --J"-'�, vrIECr igAMBEa \ - I WINDOW CONTR - I I 5/9' F.R. PLYWOOD _ -- _ DATE WATER-00F MEMBRANE -! I _ _ WATERPROOF MEMBRANE 1---= ----_---- - - �� 06/14/O4 r - - — _ - - _ W, PROJECT WIW" F ' J. HOWELL S. LIPSCHULTZ/L. EVER;_ f ! - // \ I r,i %/ ! • Errors may occur in the trvs-S I I eiectronc files. The Opus comoa^e° FOR SPECIFIC FOAM - ! responsible for any claims. SHAPE - SEE WALL I exwses onsin9 cwt of the uno,,'Nz' ! t:� SECTIONS .� I the information Contained ��/ I \\`� I ( ��. ! • Electronic files may not occur_ - -FOR SPECIFIC I the final as-buik conditiors °' FOAM SHAPE \ I responsibility of the user t -SEE WALL I layouts, dimensions and at, ( SECTIONS ! information. I �'�, ( - - I • This document moy not t,- copied without prior writte I Ir, I I 1 J 0 ON rights reserved SILL DETAIL AT WOOD WINDOWS j SILL DETAIL AT WOOD WINDOWS _ 3 SILL DETAIL AT WOOD WINDOWS AT 6' STUD WAILS SIU- UNDER 6" 3� 1 0 SILL OVER 6� q I PW.M rer SEE WINDOW 3/A5.17 NOT OPUS FOP. WINDOW NOTES � .y ROD S i OCK At SEALANT �\ PREFINISHEO MTL SILL ROD STOCK k SEALANT `\ I (Opus NOTthwesl. L. L SEALANT (PROVIDE END DIMS) �_---`-- - ------ PkEF1N15HED MTL SILL _ - ----METAL SILL BY (PRNDE ''END DAMS) ---� 'flfw '.w NA`a` Sulk , r - -}-� -. p 0.ego o� �f.. WINDOW MANF _ J I J (SOte-!1693 9120• SHIMS WATERPROOF MEMBRANE -- t ! ! r METAL STRAP �-ANCHORS WATERPR MEMBRANE EXTENSION �\ �r`r, TCASING MIM BYENANT FINISHES `f - i BRIDGEPORT 'X VILLAGE 11wl 9 BUILDING R2 I'f" _... x�1„x I I l cD TUbL!►TlN, OR. E BLDG R1 SE 7 II TYPICAL t - i - ` ! E>rcr�ealwc�, ! DETAILS I L WATERPROOFING MEMBRANE 911 DW,DEPARTME�f I taA Q S+ v MIUMet>!t SILL DETAIL AT WOOD WINDOWSSILL DETAIL AT WOOD WINDOWS SILL DETAIL AT WOOD WINDOWS _ t. �. 1--- �ATUCI WALLS ;” t'-0" _j 7 � RlA5 , �7 s �y��,. . ..,.n9..,.,......a.."...,,».,na. ..".......... ....... ., .,,.w.pie,_r......,..._.,....-...:..,......-„*.,"•—.. _ �....-...-,-••.. �__...._...._.� _ ---. _. --- __.__. .....__. . __,_.___._.r..... _.___ _. __-__. r ._ -- .f.?g51n.�. qu:ltbli,'MII RRNy- .. �f.. ,.p. '-Qpl^RAI. .. ..�.+� •. ,_: ,- ,. ._ ,.. + I "R I pip G�1 '1gI:INflttl!itttl"h11 inrltta)tttilliS ►nlirlll� ;li1i (jr �+T t(tti IatllutltTlflNltltlt!I lllltti Itl�ilirl►{nlcit�Mt f�Minhtll�lll itl(N tlt11yt1\jlt:I IC141n�illflilin,(ai�Ilill�ltlllitll�l►Illiiill,tillill,InlllUi';�!1i1121�jit 29 30 i e� r!t? !IN lig fi 2i1 21�P 83 $1 Z 01 21� di It`7 Z a I O�•i tx 1+1,., ”. a •,ai y. v t' I ., 1.w R'-X5.'.1 "f7f!71 v. _' :7`.NI, . S.F d'. ll .. nl...n•.:. ,r.r'lu.ir :'k:,d s;YL.+1+ -n:- tFUR.,� s � 1 x a i t. PARTITION SCHEDIJI_E OPUS STANDARD ( NOT ALL WALLS ON THIS SCHEDULE ARE USED ON THIS .JOB) - - -- OPUS Opus Architects& Y F T - AT S�TRU(;fU AE BOVE AT STRUCTURE ABOVE AT STRUCTURE ABOVE = AT STRUCTI RE r�BOVE A STRUCTURE ABOVE t I A o fRUCTURE ABOVE = AT STRUCTURE A80VE ` �_ 2 Engineers, inC, 2 SMI 2 SMI 3 A6.1 2 - _ 2 1 Al RATED 10350 Bren POGO Her WinIVIA6.1 0. GA CUP ANGLE AT A6.1 A6.1 A6.1 A6.1 PARTITION 952-6nnko, 44 55!43 G"; 952-656-1444 RUNNER 1 AT RATED 1 AT RATED 1 AT RATED I 952-GS6-1529 to, 4 5/8" ACTUAL .D A6.1 PARTITION A6.1 PARTITION A6.1 PARTITION - -- - 5" NOMINAL AT _ WALL TYPE e FIN HED CEIUNG I REGISTRATION D r' 5 1/4" ACTUAL 4" U.O.N. C�" ACTUAL 9Y4" ACTUAL 7Y4" ACTUAL I 4%" ACTUAL ON PLAN- 6" NOMINAL SEE PLAN 9' NOMINAL 7" NOMINAL l` 1 LAYER OF 5/8" 5" NOMINAL �� A WALLOMINAL AT U�L -YPE SIDE AGYPSUTI W�TYPES H ��� qV 1 LAYER OF 5/8' F x 1 GYPSUM BOARD AT WALL TYPE �' - ---2 LAYERS OF 5/8' -- - - 1 LAYER OF 5/8" `, GYPSUM BOARD EACH GYPSUM BOARD EACH 1 DYER OF 5/8' SIDE SIDE 2 LAYERS Of 5/8" SIDE BOARD FACH 2 LAYERS OF 5/8" GYPSUM BOARD EAIH I r13 GYPSUM BOARD 5/8" GYP. BD. METAL STUD HORIZ. SIDE AT WALL TYPE OF U AT WALL TYPE BRACING 0 5'-0' �/ 2 1/2' METAL STUD --3-578' LIGHT GAGE _ O.0 MAX. (@RACE BACK TO CONCRFTE _ METAL FRAYING 1" GYPSUM SHAFT WALL 0 9'-6" A.F.F.) �_ - 6' LIGHT GAGE METAL LIGHTGGAGi WALL LINER �-ACOUSTICAL BATTS 3-5/8' LIGHT GAGE METAL FRAMING - - METAL FRAMING r CONCRETE WALL METAL RAWNC s 4' C-H STUD OR CMU WALL METAL FRAMING BATT INSUL OPTIONAL PLAN PLAN PLAN -- PLAN PLAN PLAN P'..JN l ) \h : 3 I' I AT FLOOR AT FLOOR AT FLOOR AT FLOOR AT FLOOR = AT FLOOR AT FLOOR C) SHAFT WALL METAL STUD FURRING WALL SOUND WALL METAL STUD CHASE WALL 8'METAL STUD WALL 6'METAL STUD WALL 3 518"METOL STUD WALL u T 1 HR 7%ATED F FURRING WALL- NONRATED SOUND WALL NON-RATED CHASE WALL C NON-RATED PARTITION NON-RATED PARTITION A NON--RATED PARTITION r GA FlL_E NUMBER WP70M �, CA FILE NUMBER WP1548 STC 50 I� 2 GAHR RATED I FlIE NUMBER WP7095 E GAHfRLE NUMBRATED ERUND WP1548 ie GAALL 1 HFILEATEDNUMBER WP5015 CI GAI+RLEATED NUMBER WP120G CJIHFILNIIMBER WP120C ED Al GAHFILEATED NUMBER WP1200 STC 50 111 2 HR RATED 2 GA FILE NUMBER WP 1711 UL DESIGN NUMBER U425 LIGHT GAGE FRAMING/ JAMB + HEADER SCHEDULE LIGHT GAGE FRAMING/STUD HEIGHT CHART ( INTERIOR WALLS ) PARTITION NOTES PARTMON TYPES SEE. STRUCTURAL DRAWINGS FOR ADDITIONAL LIGHT GAGE METAL FRAMING NOTES AND INFORMATION SEE STRUCTURAL DRAWINGS FOR ADDITIONAL LIGHT GAGE METAL FRAMING NOTES AND INFORMATION - "- - -- . - - -"� - --- -- -- ----- "--- SPACIW ALLOWABLE BOTTOM TRACK TOP TRACK GAGE 1. PROVIDE VERTICAL AND HORIZONTAL CONTROL JOINTS IN GYP BD SURFACES 0 30'-0" IIPENING TAG JAMB STUDS HEADER JOIST AND TRACKS � SIZE -� SIZE SPACING ALLOWABLE TRACK TOP TRACK CAU t. FOR PARTITION TYPES SCHEDULE - SEE SHEET A6.1. (INCHESI HEIGHT (FEET) GAGE (3" DEEP TRACK) (INCHES) HEIGHT (FEET) GAGE O.C. MAX, _ 2. IF GYP BD IS ONE SIDE ONLY, PROVIDE HORIZONTAL BRIDGING 0 5'-0' O.C. VERTICALLv 2 ALL PARTITION METAL STUDS & GYPSUM BOARD EXTEND TO C A ( 2 ) 8- _ 2090 C5J ( 2 ) 10"-1890 CSJ VERTICAL + ( 4 ) 8" - 1 8g CSJ " 3-5/8* - 259 STN 16 14.5 20 - 18 2-1/2' - 25 C -H 24 12.4 - 25 0-RLNdNER) 25 (J-RUNNER 3. ALL GYP BD IS 5/8' TYPE 'X' UNLESS NOTED OTHERWISE. THE UNDERSIDE OF STRUCTURE UNLESS OTHERWISE MODIFIED. HORIZONTAL_+ 3 8" - 18 go TRACKS HORIZ. 3-5 8` - 209 CSJ 16__ 17.5 20 16 �2' - 22g C_-H 24- 13.6 22 (J-RUNNER)_R(j-RUNNER 4. PROVIDE WATER RESISTANT GYP BD AT ALL TOILET ROOM PARTITIONS UNLESS NOTED b� ( 3 ) 8' - 209a CSJ ( 2 ) 10'-18go CSJ VERTICAL + ( 4 ) 8- - 1890 CSJ 3-5/8" - 18q CSJ 16 19.0 -20 _ 16 2-1/2* -• 20 C -H 24 14.0 20 (J-RUNNER.) 20 J--RUNNER OTHERWISE. A = 3 5/8" METAL STUD PARTITION HORIZONTAL + ( .S ) 8" - 18 go TRACKS HORIZ. 6" - 2 CSJ 16 -i6-.0 20 16 4- -_2 C -H _^ 24 15.4 25 (J-RUNNER) 20 RUNNER 5. PROVIDE SOLID BLOCKING WITHIN PARTITIONS 0 WALL HUNG EQUIPMENT. B = 6" METAL STUD PARTITION ( 4 ) 8- - 2090 CSJ - _- 6. SPACE SPUDS 0 24' C.C. UNLESS NOTED OTHERWISE OR REQUIRED FOR SPAN ( 2 ) 10"--1890 CSJ VERTICAL + ( 8' - 1890 CSJ 6' - 189 CSJ 16 28.0 20 14 4" - 209 C -H 24 17.5 20 J-RUNNER 20 J--RUNNER C = 8" METAL STUD PARTITION HORIZONTAL + 3 8" - 18 go TRACKS HORIZ. 6- - 16y-CSJ 16 30.5 - 20 _ 14 6`-2 Dbl E 24 25.2 _ 25_(J-RUNNER) 20 (J-RUNNER) 1. PROVIDE 20 GAGE FRAMING AT DOOR JAMBS. STUDS AT JAMBS TO CONTINUE TO D = METAL STUD CHASE WALL ( 2 ) 10'-18go CSJ VERTICAL + ( 4 ) 8' - 18go CSJ 6- - 149 CSJ 16 32.5 20 14 6- - 209 ON E 24 28.0_ 20 J-RUNNER) 10 (J-RUNNER) UNDERSIDF OF DECK ABOVE. USE E = METAL STUD SOUND WALL D ( 8- - 2090 CSJ - - - 8. 3' DEEP LEGS AT ALL TOP 'SUP' TRACK. F - METAL STUD FURRING C&K RECORD - HORIZONTAL + 3 ) 8' - 18 g0 TRACKS HORIZ. 6- - 129 CSJ - 16 36.0 _ 20 14 2-1 2' - 25 STN 16 _ 12.5 20_ 18 9. PARTITIONS WITH CERAMIC TILE FINISH TO USE 20 GAGE (MIN.) FRAMING MEMBERS. �- G = 2 1/2" METAL STUD PARTITION - E ( 4 ) 8' - 14go CSJ ( 2 ) 10"-14go CSJ VERTICAL + ( 4 ) 8" - 14go CSJ 8' - 209 CSJ _ 16 32,5 20 14 2-1 2' - 2Q CSJ i6_ 132 20 16 _.._ 10. RATED PARTITIONS AROUND COLUMNS TO RETAIN ADJOIN'N; FIRE RATED ENVELOPE. M = MASONRY WALL 06/14/04 STEEL HORIZONTAL + 3 8' - 14go TRACKS HORIZ. B' - 1 CSJ 16 35.5 _ 20 14 - 2-1/2- - i�CSJ _- 16_ 14.3 20 16 11. SUBCONTRACTOR TO BE RESPONSIBLE FOR USING THE MINIMUM GAGE AND SPACING _ S = SHAFT WALL c - F ( 2 ) 10"-18go CSJ VERTICAL + ( 4 ) 8' - 18ga CSJ 8- - 16g CSJ _ 16 - 38.0- 20 14- 2-1/2- - 259 STN - 24 10.7 20 16 aFQUIRED FOR ALL LIGHT GAGE FRAMING, REFER TO THE ADJACENT FRAMING CHART 07/19/()4 PRELIM. __ ( 6 ) 8" - 14g0 CSJ HORIZONTAL + 8' - 10 coo TRACKS HORIZ, 9` - 14g CSJ - 16 41.0 18 _ 14 - 2-1/2' - 209�_ 24 11.5 2 =__ 1 = 12. SHAFT WALL STUD LIMITING HEIGHTS ARE GIVEN FOR 1 HOUR WALL ASSEMBLIES. A = PARTITION TO UNDERSIDE OF GRID 07/19/04 EXT. SKIN = - B = EXTEND GYP. BD. 6" ABOVE CEILING ( 6 ) 8- - 1490 CSJ ( 2 ) 10 -1490 CSJ V,R':CAL + ( 8' - 1490 CSJ 8129 CSJ 16 45.5 -_ 18 14 2_1/1' - 16g CSJ _- 24 12.5 20 16 13. ADD ACOUSTICAL BATTS TO STUD CAVITY WHERE SHOWN ON PLAN AND WHERE _ C = STUDS do GYP. 6D. TO 6` ABOVE CEILING 09/16/04 FINAL >� HORIZONTAL + 3 1 A" - 1490 TRACKS HORIZ. - -5 LB' - 259_CSJ _ 24 11.5 20 16 SPECIFICALLY SHOWN IN THE PARTITION TYPE. / D = FULL HEIGHT PARTITION H I ( 2 ) 14"-14g0 CSJ VERTICAL + ( 6 ) 8- - 14g0 CSJ 3-5,78- --200 CSJ 24 15.5 20 16 MODIFIER I E = 5/8' GYP BD 0 CORRIDOR W/ 48" PLWD ( 6 ) 8 - 1490 CSJ - _ � HORIZONTAL +_( 3_Z 8' _14ga TRACKS HORIZ. _ 3-5/8' - 189 CSJ 24 16.5 - 20 16 - W'.ERE L'S D WAINSCC NOTE: TYPICAL EXTERIOR WALL FRAMING 0 A - H IS 8" - 20go METAL STUDS 0 16. O.C. 6- - 2222�CSJ 24 - 22.5 20 - 14 - - F = PARTITION TO 9'-0" _ 6 189 CSJ-^ 24 24.5 _ 20 14 M - ( 2 ) 6- _ 14ga CSJ ( 2 ) 8"-189a CSJ VERTICAL + ( 4 ) 6" - 18go CSJ v 6- - 1 CSJ _ 24 26,5 20 14 _- - Z = [CUSTOM MODIFIER-DELETE IF NOT USED] HORIZONTAL + �3 ) 6" - 1 tq TRACKS HORIZ. _ 6' - 149 CSJ 24 Y 28.5 18 14 A N ( 3 ) 6• - 14go CSJ ( 2 ) 8"-14go CSJ VERTICAL + ( 4 ) 6" - 14go CSJ 6- - t q_CS,I _ 24 31.5 18 - 12 - _ _-_ RATING -_� HORIZONTAL + ( 3 ) 6- - 149a TRACKS HORIZ._ 8' - 209 CSJ 24 28.5 18 14 _ - 1 S 1 HOUR RATED P ( 2 ) 12"-14go CSJ VERTICAL + ( 6 ) 6' - 14go CSJ 8' - 18� CSJ 24 31.0 18 _ 12 WHfRE USED 2 = 2 HOUR RATED ( 5 ) 6' - 14�+a CSJ HORIZONTAL + ( 3 ) 6- - 14go TRACKS HORIZ. 8- 1 CSJ 24 33.5 18 12 8' - 149 CSJ 24-- 35.5 18 i2 _ _ _ �N NOTE: TYPICAL EXTERIOR WALL FRAMING O M, N, do P IS 6' - 1490 METAL STUDS O 16` O.C. 8- _- 12g CSJ 24 40.0 18 12 S4,3521 G-R 1 PRWECT NUTTIER I 1 ti-» BATE 3" 2%" 2318" 06/14/04 1-3i4" v2«�e. �8., tY8« Y`" »}/«SQA,. yL« V«Y8 �`" y'"3P..38"5�8" 1R t _T SP• 4__ /8 '8- - - - - PROJECT MANAIR - - f 7. M. NICHOLS DRAWN BY � J. HOWELL I I� STEEL STUDS I I, STEEL STUDS I 1,, STEEL STUDS I 1, STEEL STUDS i I '--STEEL STUDS r I 1� I I I I ' 5/8" THK FIRE--CODE EXT. CHECKED BY I 1, -�5/8' DENSGIASS t 5/8' DEIVSGLASS + 5/8' DENSGLASS 5/8" DENSGLASS i I I� SHEATHING I I' SHEATHING I I' SHEATHING I 1' SHEATHING �_ GYP SHEATHING WHERE S. LIPSCHULTZ/L. I I 2 LAYERS OF GRADE 0 I I� '�2 LAYERS OF GRADE D I '1 -2 LAYERS OF GRADE D I I 2 LAYERS OF GRADE D I INDICATED IN PLANS. I I h PAPER I N PAPER I I' PAPER I 1 PAPER �_ 5/8" DENSGLASS • Errors may occur in the t'a•„•• I SHEATHING (FIRE-CODE electronic riles, The Opus ' METAL LATH - SCREW I r-MFTAL LATH - SCREW 1 METAL U'H -- SCREW I � METAL LATH - SCREW I WHERE INDICATED IN responsible for any cls ^s ' ANCHOR TO STUDS t ANCHOR TO STUDS , ANCHOR TO STUDS ANCHOR TO STUDS I I PLANS) expenses orising out of the ur.. of the information contained SCRATCH COAT 3/8- +/- I I' SCRATCH COAT 3/8• +/- I I SCRATCH COAT 3/8" +/- I SCRATCH COAT 3/8" �/- I -T�2 LAYERS OF GRADED files. PAPER BROWN COAT 3/8` +/- 1 BROWN COAT 3/8" +/- I -BROWN COAT 3/B" +/- I BROWN COAT 3/8" +/- I ! • Electronic files mai not acc.,:'r the final as-built condit,o^s ' METAL LATH - SCREW res nsibilit of the use !c '• r ANCHOR TO STUDS p° y layouts, dimensions and r" � r I information. ( (' SCRATCH COAT 3/8" +/ I I I 1 I I I It-- 1 SETTING DED I • This document may nc' :r' SETTING BED , SETTING BED , SETTING BED , ( I liTHIN BRICK BROWN COAT 3/8" +/ copied without prior w,tie- 4 STONE (STT, ST2, ST3, ST4) 1 STONE (STS) 1 TILE STONE (ST6, STB, S19) I1 I 0 all rights reserved CULTURED STONE CULTURED STONE TILE STONE Tt�iN BRICk STUCCO �, F„ CST a• - 1 -o• ST-2 6- = 1'-O' ST-1 Ig• - 1'-0• BRK 6" = 1�-0` STU 6" - ,' D" ^dls /Sopusr"� Opus Northwest,L L C �. toxo SW. Prood.ay. �,., ti w' NEOPRENE COMPRESSIBLE'"-- 'r METAL DECK ---METAL DECK Port;und, orrg,r r DECK CLOSURE -�----- MINIMUM 8 PCF R no;t 3" DEEP LEG 11iACl( AS ACOUSTICAL SEALANT SAFING INSULATION 0-� SCHEDULED. SECURE 1U 3" DEFP LEG TRACK -� HOLD STUDS 8t GYP. BD. EACH FLUTE _---�- - HOLD STUDS & GWI. HD. DOWN 1/2` FOR STRUCTURE �wo.tl DOWN I/2" FOR STRUCTURE METH DECK 24 .O.0 - r q_ • DEFLECTION DO P40T STREW - - ' METAL. DECK �- ti ���.� C�I� f DRIVI INTO DEEP LEG HEAD TRACK SPRAY-ON SMOKE - - ) INTO DFCr LEG HEAD RACK � DEFLECTION. DO NOT SCREW . PINS • 24 O.0 a II SEAL EACH SIDE I IE'--- I'j 3m FlREDAM -1 PROVIDE 1" GAP BEFWIEEN I VIt_L��GIA nt� 14 t v u•F�_. OR EQUAL GYP. dl DECK - '� - BUILDING R 1 AND STUDS 1•o TRACK �- T TOP OF STUDS ----_____L G 4 DEFLECTION SPACE tUCAt10M t--- /�� c� TUALATIN, OR. II PAS r I nON AS 1 SCHFDULED [. I ATTACH GYP. BOARD TO 2 SHEET 1RLE PARTITION AS I --r`r1 STUDS ONLY - c� SCHEDULED Ile; : PARTITION .AS n�-- DO NOT ATTACH TO TRdd K B L.DG R1 1 SCHEDULED CITYOF'IUAI-ATIN �� RECETVF p WALL. �ll -�ACOLISTICAL SEALANT - •'j SEP � 7 ZOC� vI SCHEDULE L:.a 1 W 'OUNDWALI. TOP AND BASE TYP. TOP OF NON-RATE D PARTITION TYP. TOP OF RATED PARTITION EW MEER�ILi a o "'""� " - �� 3" - 1 -0" ( 2 - - 3" = 1'-0" ( '� w �,fi? - � A6 . 1 , I ., .... ,.... .... ,,,..,,.._......_-...-r..R•n...,�.....-..-.."..-....- .. ..._...... _ ,_. ._. ...,.._..... ._ 1MCM,, ., .. ...r.a .ar...,ro✓ ,.n...�..n .>,..u.KMd+�� - 3,. +•w�_. .<•y"""��"""^"`�d'pghe�•16.°k'A'•ta1R4�"�"��±.. •...,, •aa - Y:t61!s"AM1:#W�PIY :'IXnlfMtiunktl�w,!�x+M4y., -�° h1MIM� n. .. •� -. _ .. ,,,.. . ., :'t11Fdw41RF MA� - � -.... .. H.. • '�__"� ... . ..:... ... ,. .. 6',,�ut+�aracam4t'm.�n.s...r,.-, . . • , � 1 I' '))•l'1'' ,rub _ .:;r, Till !Ili ILII flil'llh ITU!Itl ilii!!!1 frit I!I tl IHI Illi rll 1111 UII ILII Itl ILII i!i 1111 ILII ITU 1111 1{II llfl!II 1111 1 IN !IlIIIIfIIII11I11 1 IIUIII 11 ILII III 11111-1111111lilt1t 111111U'llinjIIIIFull lIIl�1 111111 1111111 i 1111 . II i, cm' 1 I , ► I I I I I I I i I I I CI i b LlAI�N.1 EM fT1ol0+ 1i f�r j i II3 14 tl9 !�7 11hJ i 0 �(f 2 I 2 a1 I�13 214 8 2I! .8 219 2,0 IJ01"rrip 30X -OF, Mew 'Tan` `5.' - 5. _ `Y r �h1' �}. Y �1 ♦yf 'lrr r k , r If t ti r { " ' k 11r ...•.._.n x..•..x.r•✓ildMMil.l..�'Y/ri.ui+.•••. � 4W�� Q P U Se Opus A,:^ism i Engine. 44 .� DRAWING SYVBOLSSTRUCTURAL NOTES DRAWING INDEX--- -mft-� ----1 JOIST 6OETEO COKNECTION - C. QW 10 � COME Tw C. STEEL IA�:_ ,cIS-s s►�.- BE DESIGNED • oa�s-R�TE� I+► A.xa+�wcf .;:r� S1 - TITLE SHEET EARTH/COMPACT FILL L 'ter'-�° I. � 'L � ME �IGNU A0 CONS � aN "t S�•O - FOUNDATION PLAN PER OSHA REOUIREMENTS A. aNawNa COEE aNAPTrta tp a ACI 3t7, .l►TEST EL:T]OwR. CIMWTEA 22, SECTIO► 22'76 - STEEL JOISTS 4.A.o. B LDIN ul 6 R1 TUALATIN OREGON INTUWATIOIML 61JIL31NG CCM 2CO3 M:TIOA. p p PLAN�` FACE BRICK E---- JOiST 60TT01I CHORD EXT. z. ALL flE:NFOACING a>Mu SE l>ETAI.Ec, FAew:CA ED a f-L� D IN 4OWNIMwcF 2. sTE>� ,c:s-s IEIa s„�: Fnr:s►� ALL aa►1Ns, w�� waos�s, S� - ROOF FRAMING f'' LAN CE. �TF� a• sma LOMB *IT$- C;(SI •MANaAL OF STAN Wb KOC'TICE*, .A-ES' EDITIOA. 'EAMR- • Hc"TOM CGp+C E2('EOEJ01tS, ETC. AS AE{fs'iARY TO iKiXlrrf t 30X MI kc. Stfz7 '3 SECS© SMT) 9C rP� Cni� INSTAL&A110M. - •�}�: -« CONCRETE BLOCK BEAM SPLICE LOCAT Ok IIUCCIorwC`SME FatTSEOR, I----••- 9C 3. SPACJNu OF CONSTRUC110N OR CO►'T�CL JOINS 14 MA�L.S E]LPGtiYEt TD HI[EM S� SECTIONS and DETAIL _y_ � _•.; ----------e, SIN1L NO' Eft AJ FEET 111.=Sb BPEC:rIUllr NDTfi) tT6Effflll� dll 1E 3. THE JOIST SePC.1ET+ &1All L1')OfiDl1NTE lriID611G lOGT101d6 11:'* '«E EXPO&iiF . .----------------- --- INTvw*1.i s"f&'5AJ�E CCEr� CUNTS. W, "/• O-'9 D110MYNIiS. t_T N#lf OF THE ►a1I20MTAt NEI h16 AT CONTROL .M"/TS. iFItINKCA.E R toP: . 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CONOPIE-E NC- EXPOSED -0 MEATIER OR YM SUME-SEAT C AS REC84% B OW DIAApo THE NEA►OG OF STEEL DTII BOLT OPTS 16, SECTM14 1636. C0N'ACT NIT" 040AD: SIE AT COLLA" DNM.w •i2' DU. /I THA 0116• �OLf. CooRDlAATF COLUMN LINE GRID end NUMBERS sLAas a 1rALLs: 014 a 0•9 BARs-• - .... ... , . '2 LDl'J►T:oN6 ar.r" .:oaT ss+¢_IE;it. ` - C. ALTE WOkTIE a�uEs #I- a SWt-ERA BARS-----•--- 3 t Z2 �''---ICY ,�.0lUI1t1"E 1�11d9ER ALTERNATE 3TNtiCTURAI SYSTEM A DETAILS WILL ONLY 9E CrMlCE3E) PNOVIDED THEA a. BTEEI BEC[ D. E/RIE� 8 LC71;1>Q• t. ASl STET- DECKS SMA.L � DES:Cif: a :-'>�'�'EA :A A�Ahc:.•f a;-- AfE SLBOT-TED IMYT1+ CALCLKATIOME C9MFiED BY A PROFESSIONAL EVANEBR •E C7ry4' ?� 22. 9E:-ROY 22m • COQ FMW-' STEE� MSG Tf S-EE- 3E:c /LX:ST}W COLUMN N;fIWR IMISTERED IN TW STA-E OF T-f P'AJECT. TiE CA:t�AT:OM MUST SMS TW PIIIrwR+ IEINI EXT. TIES a STIAiT,FS• , ,12 _ C:LIVALEWT OF THE AL'EAATT. ACCEPTANCE OF T«E ALTVMW►TE By TIE ENGINEER INBT1Tl'E SPE::=1:A'I7'6 ANL jECOIrE`raN. I011E, LATEST E�:T:OA �.:. OF tE;1OiD SIT E IN w1ITING. _+ SQL A. STEEL MTTEIAE. NiMSI'IIEi 2. P1E•MPTOYEL DECK N/MLiACTUEYIS ALE 1f.LCryAFT, 1lff..:�•+ AN: YEfRCO. A) S. E'fnW E�1100 1. STEEL STIES: F. PSS SKY 3WKOnoMETAL CA-IMo( NEN E---T C E.R3 EXCWkyEED BE Ar�iJI:L ATIO"OVS Cor -'•a1- R1 E �E � = - �_. THNT3 PApiECT :S NGT VESIAEC RF FVRW EXNWOM. A. sYRlCTiIRAL wlDE PLANK SRAP�------- Sc.00C A,?Qi K SPE:IFi:A-lOrsa MEET ON1 EIOCg-�. T-tE SPECIFICATIONS Cr "f PRE - - ! B. OTWR STRICT. 9a1P'ES a AP qwc-:; 1FWtACTURERS. KETAL DECK SIZE, CJL3E AMB TYPE ARE INi;ICA.TEG 06/14/04 : 1 II. rElC1Al Pt 4'r-S, ETL----------------------36,ECIC •+,3C ON T►f hM:NGS.A. SPECIAN IN6PECT1ONs ALE PEDLIRED IN ACODMOAiCE •i LATEST EDITION INC, C. HIE 8•,q*3@ M BOLTS, J.N.C.----•-•-- 74.000 A32-` 07/19/04 `"!= w SECTION�ON T�R�iJET SBTI 111 CONCWTN� THE FOU MMS Pop"= OF COMPRL~TIdU-_ D. AMCFCA 1�------------------------- E.00C 11� 3. 300E DEQ( sNVI. 8E CJA-:1LJ0.1E OV_A T�I:E: 9FA`6 1MIxINL/1 �:E.C 3-01M ,09/16/OA �V- _- - 1 E. IIELLING fLEGTALTDE"r---- E73Mu NMF : :�AG'is • 9tiALL BE 33,c)i s V-57. N:%:". DE:;K s iPz L 1 ENR 004- &ME' :CM PAPORTS 1 BOLTS INSTALL EL IN lIOIOET: F. M(X IME.-DING EL.EC77MS----• ---••-• E&M APE : C+++iF•-EV siaMING AL1O� ::APfiK�r SEA» V&Xs.S. EiiECT TN IICmR:�1KE AI-1" SAt SEL7 SO1MINI[ITA STEEL 9. STRCTUPAL. PIPIES-------------------- 35,040 A53 �OE t Hf iEiiO1T Ef' REO IAED SEAM SPECIFIED oN THE DFiARINGS. $TIiI1r clkAWkt S"fEE B H. STRUCTURAL TABES•----- ----•_-- 46.0cc A54: G�,NdIE B �:01 T:' rVA1r:HG NfiBE� SHNA_L %Vr E LESS TWA T-VkT SHOO Oft _ - N HIS S'NEMBTN C rN1G B 1. HE AMD STV", "IPE E ' r�,MO4---- .___ -•51,00CArF tiTf MBaK J. E7�At6:OA BOLTS 9NA1 BE H-1L'1 MIK 8DL' 17 OF r'�c-IWPaCI.�D EQUAL. t. M:+:HAJl1 REOL.:FEEIETS FOR ROOF OEQC FI�Y"F1►:yC S►M._ BE �tEAiT•EK SUK163 DETAIL TARGETS S A. aEriTcyNwcu WPM =:%F &- s��-s 0.1550-o.n• T►f:CK us1� T4E CA-•Tar. 34M ONS THE �OIVCA-._A�S, PfTAIdiNG 4 BAE�fT rRLLLS, FOlI0AT1JI taiRAliS1E, SLABS 2. 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L IGMT nArt RVW N6 SMALL BE CE S I OE: a tOtSTaI C"E' IN ACCORDANCE art TI- E---� - 2 t:C, �E" 90:_ BEAA I NIG A,FAG I Tr IS AS FOlit]E FOP STRUCTURAL STS L 9 jT LL I NITS- • AI SC 'Wor OF ST AkT ARC MCT I CE' :B[ 04 WTEA 22, SECTIO% 22M - CO-D F OrMYE: SEE L. s ~SECTION i VKP A. svAEAL =UC"IOW-- ------ 3,000 P';► LATEST EDITIONS, APF:.• L.A-0. s. s'a•a FOO':NG6----------------- 3.x0 PDF 2. STAG DESIGNATION t, rEUTE3: ADCES'SICM?:?`S Oi► DNWIiNli6 AFE =Gr GIET'A:CH OBoN Nle -SNE.ET PItIA1�ER C. S''• RfTA;:I GS NMlL FOOT------- ?.(KC PM ?. STFlcf,lMl STEEL 73M'N'11EF "_L SLM:T SNOT' rIAiUM1NAW AM CALC.J.AT1OS :%DJSTR:ES. Tx. O*,tCi INMi0AC7V*RS .9rM._L rJ;^:sr ELEiEN"S W EMAL S4.5210-RI CERTIFIED 6^I A PROFESSIONAL ENG:NEE31 REGISTERED I% THE STATE 0A THE OR OEA-EA SE1-IoM PNRNoPEItTIE3, IM►'EF:A. S'HErGTfi a ST:rFaESS. Ppgt■la J. AliOA'HiLE PA9Silif PPES3LME -•-• 350 PCS PIEJtc'T FOR ALL CIM' PLATES. 9EMIN13 P,A-ES, BASE PLATES, STIFN�S. ^ REVISION TARGET SPLICES a CO/ECTYONG DESIOWD ti• TI-E SJw',:Er,. =) . W,OW aa: lSTjW - •6 GA a T>,:NIlz;. �- -- =T - so,Dao NNa. (srna - •Ns I;r► a Tesla¢=;. arTiE RE%0IS()N AREA CLOUDO t. OOEfz!CIF_of OF F�ICTloci, ..------•--•-- 3.35 a. sTTAu�rJ1R+u. STEEL S.pPLIEF s1M►.I. FLM�1:9M B0.-s PTY= 90iM cl,AEC'TIOS =y - 33,000 as: (TnifoLi). 09/16/04 S. Iii%,Ali DE?CTH 9NO EFTE+IOR GUIDE TO ISOTTOB OF SLIILDIING PERIMETER iSEE DAMIriN49S FR81 3ETA1L5;. BOL' «CLf_S IN BEAM -OP F.+�� SMA.L BE NA"1" OELIV9E0 FO[ INNIS SINAL] BE i2 IMlxEa. MINIOW 90•6• VIA. FOR •K- SERIES _C:STS AAC -3 16. CIA. AUR •-W 3. STEEL ��MMIiM SERIINO Jo*:STS. affiF TIGCQESS (m) M. iR ICHOLS 6. FOLA[3A`YON S FfTAIXING Wila AN LESIONED FOR -Hf FOLLOHNG d 6.3427 0.3mJ �E EDLIrALkWT rLUID P'ESBUF". WOFILL MTSIALs a OPERATIONS StALI BE t. IDE PIHOTEi:TIRIE A�►ALTTC [BATIKS Op E{I1�1- AAI�AdC c"��CTUiA_ STE11 AS %C D IN THE 0011A WORT. GELDM GLADE. 16 0.9637 E. SATof 14 o.98n OirJES>M A 41NF010EP 901E ALT:VE -------_-- ---•-- 35 PSF I F- 5. CAMBERS SHORN ON ''f MMIW'> RE r L.E 'f I N-PLACE ENM t TEC• BE1111 DEAD i j 0. D. PETITE PiLSS 1VE ---------------w P!F I F BOAC OOP[l T I OHMS. fJNR1ERa 9►s, _ BE :NC$fASU ACCOP01 MILT BY STANCTII AL 10 0.1160 A'-REST ------ --•--•- S5 MIF- STFFL SUPPLIER TO AI:r'J1li FOa LOSS 711 GIiEa ME T7 CAESIN6 • 4. A.1 STLOS SMALL EE MSItMIMTEL CSJ PE=I DIETRICH OR ELP%L. ff. A`,HE J SOIL PROCESS, TRA/15°'OR-A T ICON AM -0Xk!Nii. EMS WITH ZAN" SIMILE COWL •ff*dS _-_- -- ACT VE ................ 4O PDF I F- WI T1- A CANWA -OLFW" OF -�'+ •�' S:MA--- POINT CAMEPIM :S MDT 5. ST= RESIST LATTIPA.. LOAM ONLY a PMDVIDE LATEIRAL STAB:_I-Y FOP r� f'� � � ��:� � PASSIVE ----------_--__3W PIFIF- ALLJNE:. - AT.FEgT --------------- 60 PSF/FT £HC"ERaICIR 1/1'EfR:AL.S. «---_ �ro�o�+r fx a. 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BOLTED CONNECTIONS BrMLLL BE 314• D!A_, AM KAP1IW,-rf'PE MM11?; THEEADS P W£Ct� �' # N10tFESSIOAI EMGI�IR NEGISTEAED IN THE STATE a< T*E ISSUE DATE �E�CRIPTION SHEET NO. 50 F° 3 _1� r AKA_ iQ'r1idMNL �• r'" �� �� �� A. FOQ-1 NG4, sTarRDE BEAMS - • ALT A LITIowl: ML nx0o TIt71� a FOLOCA ILII 1R#A-% - -•----- 7000 / , wwor"%ko*. 1 FLrC s1AP �' INUMED IN THE 80EAR PLME. INSTALL tND_T3 iNN P4HLiPfaJY ALIGNED HR1lES •-• ANON. ARCW40CT(�- 113 flrl OS LAr m s. 1NsEPT� SLAB ON 3 7. MNWIDE DOUBLE ST= AT AL.L F1900r JAMS U.N.O. STITOH ELL STUDS rs PotrTs if 56 DAYS' 400 A •1- 1 NO TIOMEN TO A Srai6-T'IO+T CONDITION AS DEFINE[ er TIE uTES' 1 06/14/04 - STEEL 810 SET S1 TNRU S6 •n„s �,�„�.. C. r-VEAIOA SLAB C16 Cf�IM --------- IOD!* 1 ♦1- 1 EDTTXV4 OF AISC •59EC:FiCAT70N FOR STFWLV A iclu TN USING ASTM A325 TOE'HE4 AT 12. ON CENsTER. ., 1NlJGmIG P.R. IiltINAF ��I�/ Cflmmn - gt ` Src ROCK NFlwi rFR7NtlETET M AM9 MOLTS, U.N.O. .-�_ GoP•�ff we1;.NGA.- �. .. �....,- I !. ALL EXTERIOR (:OIgETE SNMAI.L 911 Ala ENTIMINEII TD®itlE TIE CONOETE AK 6_ PR.'VI(JE EIt�OAalLINB v+ SE Lc_TAPPINIB M:N1Sl1 1;2• T'I'P= 3-•2 90NE7B 2 07/19/04 PRELIM. SHELL PERMIT S1 THRU S7 � mile- oLococ -- PL �•E AN E A •I_ A Er VOL UNE. 6. BEM CAMBERS 9ALL BE VE-I F I ED Br M 1 TEST;NG AIGE#L 1 �IOC AT '2" ON t7B(TER FLY ffiJI LT-ll SfIADERS. LI MTELS, AIN[ JAt65. - � d �a Nese-.e: , � HGF FV,-* '' PIP L,f/N F� TO E1 ;T10M1 ARD OWjF ATION Smo%u BE P$VV:DED TO THE STR JRAL 0'9/16/04 FINAL SHELL PERMIT S1 TNRU atrJl. iNl yNO,I_ pp,.tgC►u0w x 7. SCN>� ALL STEEL SECTIONS AT IM[100M ►EROS a SJ113 n'C .,AHO STt•ND6 W;TI+ A � ow Ball CL 6mwoAL L1Q- f. GUN=, EAO WAIU&a SLFvOQTiVE VATA ILK*. E SIIMWT� FOR AMtAWAL E�iT93M OF fes' OF REV1EN.. INC Mme+ � Po � � F� A�Ii• TO AC1.318, SEVAOM S.S, LATEST EDITION. MOMISM OF W 9C�t FhCM SIDE E" MENRER. IN out 9CEx PSL P(u" 917 5o MD• -V p �� Ir Mq� P t- P175 T�7tr 9 OOMf IMAM E1FJ11N FY/►GWr 'A% mCC�� EDETIOM. L)FD 9P'SCIFIGT101, EADH � '! „PM ,�,,,m, IM��i AM'JL a. QLD,.EA1TERM vowoffm 10. , WIT1gOw �En�IN EEAOTMFA U/%-O. ' TND -C: AND *R� /� OPUS, NNS IiJR6QN �JC'l Q •. iEI1AdCING NxHOPEIfT1E6 TSs l� A" -- i 140,S i4DLLQ' S5w►r,- SITtt OY- LIteAMNTr i A_ ALL RNIB W&ESS TOTED--------••- 60 A615 10. SE Y 9IiC FOIN01 RES IST 1 NIi SYSTEM - ADN:I T ION1L IE 1C IAEMEMTS: _ a°Y h pr t T yM i�Q A. #il VE S ANC C /�kT tIONB TMT ARE PISRT OFIGMAL�EOIDIA< c {!1 O.lDfi GIA. FASTFRM 1'ITHI 1• !4• PENETRATION AT 16' OY CENTS. _ a. T i Ea a st I RRM�Ps --- - eD A0/S Tw TW AOR 1 THE 11. A.YEM RLMRiEW TgACNc At�.,/IATEi f a s7E DIRE TO BASE a HEAD WIT" r1t KI Nur ♦ A,�.,. Hw t., �,+1 t.' T *, �� ,.• & BIDO. --- - - 6S ALAS IES181IMS SvSTEM 3NAL� OCL NR `mow"NCN"TME tip COW M ft" C. ELOM AIME Fmuc (swoo""---- OF THE AISC •EISMIC PiiNISTON FOR STWLCTUM� STM. BUILD'Ma' M1 I r RD now OPP" 0. 1ELDA&E gip------------------ s0 AIM 12- WjKjF Cn AS Sam IO T S N I F ICAT OR ECJE/IVALEM- DA AS NID'EO IN THE �r�E� II LATEST EDIT:NyI. �fi�yEp•g gTAADArC SP'Ei:IFIUTIOf Bl1T FA3TE� SPACYNIEr DOLL MDT PWWA : f :. w tie ./I " �Yn i h �'��'y f0'�I➢ ;�'.,. G.J. CIaNMaOlI JNMMt - co CXNN% M J" 6r NEIINF Nom? tNC) POII,TIMIIHAN IMEAID iMeto- wrtlr-+ w 1E10T> ATQAMRA :. SFT ETR3C NIAFR SMEs M5- NOON-POLIO (U.S. SATO OF tl6NallESl tR11R a CNFlAE1► tJE Wv. iET1OWL � SIZE TABLE. OKA DWINM WLEM THE U-S. a9f? (F EASM- B. NdR?H-TMISH STEEL. IS FEQFTAEi? FdR AE�iS OF ASTM ASB ski 3 J[EED r' GM CF1i'1HH. _� -- _.__ WITH FLMNGES 1 •'?" a INTO ", AND ALL $i01M 4 a S SECTIOIB ta. DEEP-IwILL7NB OR ELF-TARIN6 1I1CIIaJ11 i'2• T•Pf S--2 90F M5 IMV BE (!a�-MIN) 1Dc1 f � S P&L HAVE A UNrIrLM CIIMMY V NOTCH (C1� TOiJ9AiESB OF ;t0 FT- $ CRR cvmcNMRX) N --- --- 'CATION A9_'C. UOILIIaM JBEO I* LIEU OF MELDING FM AStEMi LING STEEL ST.A MLLES. ONE SCFIEM E L_ - ---^'� lie � .. Casae OOMfiRFJE MpOI+NMIR► iNS iNC7M-P01p GMF SOFT METRIC aM 1701 Ct9l1Jl1N J1 .OMC - - SIE DESI4ATTCM KE 0 INKATIONI Ln AT 70`11 A$ jE, R` UFO SPECTf. - ---_ aft. Cal/'OlI/AE NAL lINLM "FT PATE NC BRACE ELl ATS 1 112- a MCIOPi SiOLL BE FINE NAV BE 3UBSTITURED FOR EACH MUD U.N.D. ODIC. cowo _ S L !A Lt1A0 M X10 gMAvj 1 KILLED sn-tt- ODI' -YIIB ra iH #OTU Am, BIPpcEEiM1f - tn. A[T ' , r comem otrrR COINB+ON1 -- �- i i �"1 ' �s ije MIEanNREAExT �N:1. BRIDGEPORT COMMA- amova R.w K& NeM6C'lc-4%ff am. foomIIAR KSA. mon PMi aR • SSR svmom !� C. MELDING SMALL E CATIOM(O tN ACOIEWINE IN A I DIA A F'rR[1C vLm �P£Gl{fiU►TiOI (iE, AS 1R1?OIINED EL AM o,.1 ANO ' VILLAGE ,'' _ _ _-.._- SNNNA'.:3.1T1NRICTAltiNl N pE APw>aOVED BY THE EIM33NEEM of IECOAO. AL: IiEtOIE R� IN THE .+A1r1AR"I A1FJ CGM :1100 OWL E OAF WIN A FTULIER - E ENR. OC'4ML A 46 •fIk /•'e CHUM" LLQ Ln!� �.F C �°;"'N*R'� q�f. NOP Cf IKN9-'QJ 1110 ,13'0 ETMIL !NMt 518 A N1d113S11 CI►!�T 7l-IO'TH T>JIiNESI ?'r 20 FT-1813 � B�I�,,,D i N\: � � 1 Oft E1N4 Nai1/f1NMN1 Ely t + " vFrr I rl Tom. TO• ly EILMTNOA oil ow itA 143 AT MIRJa 20'11. - Cd ufrJLM9M 04.M [r w Lm Wt. VP OFIIAY t� TRIP OF 18<EiNITN7�+ H6 X57 C. ALL a0T7CAN f1JMIE BALat MB MM SwRut BE NE.MBYED, BACIT PA1dT cNOIeaEO AM A EM. 0111 8116' FILLET MEND NRIADED TEP. U.M.O. _ -- �-•--- � T41ALA1CpN, OY. NNtLTL NaA1[Tw TSE TGP OF DAN vL MTROI OW AOr� NHtrt twMA+ WE MIO► of NOW. IREWN7M SieKT T+Rg ow TVP T11.4CAL �_"' E TITLE SHEET 10" u rURM m ,MI E+rt. MAIMS Ni om IMNBII 61-1 mor - - - - SEP z T tnlc�e c En r _ i F"I 4 r ` � i)RiINL � --f- --- __- ENIP. d,AN � 1 IN Cyq r ETN ET.1ElRai -NIA E� 91L�NI E N EArlt 1 ,.SP. +MBEs _f •..x +Ile�r SrNE HT+aMrC . .. � n �-••• _ •+LM� i'U'11N�1NLOIN..tMYM'Y.IY16�rMMIkYMPI,M"1it .. ,. .... .. T.,. - r-._...._..._.-.....-.-..._.-_.-_,rte.•-....,.- .-.-_..._....__._.___.-__�...---�__._..___ :. .. .., :... .. 1 r • ...--�._--.. ,,r.r.r "{:�U+GIt".#S "k91 NP ;•iP�:'!"i`G5✓' .71Hf',, ,... ...,..... �1 1 `'. cl- tgilrlY " y i r t 17 sB S 2'C 7f .I2 a3 2� 'S 2rJ 21 pEH r#iT C � .2' :T A w. O $ #f rJ ;2 3 �1 !ty ,L II Y• .4" e'' 14� � d, • 1 Yui i •iN a a i M WF it opust 3 3.3 3.7 4) t � J �6) QpUS p,.' - t 2 � FOlNrU1lTI0N PLAN � �,�. Engineers : 159'-2 ts"-0• 27--2• 12'-a' _ 14•-0' 14-6• 44'-a• 3. o• * hest s.• &x: .•R I i f 1 f 1 1. TOP OF SLAB Ei4TU% (T'S'E) t00'-0• _ (+07 UXo' ON KW ���a••+ S�AT'�Ai EL t a+t.0' (tiERiY •/ CM. pRAM1C�5)- i + 2 SLAB ON M#Lf SWV- BE 4' TH CK NOIAM& �T �� 1 COMCRETE UA O- aE�csnawcrii th► . 1 3- SEE S►EF S4 FOR TYPtCA. FOVaAt10N t 5l.AB ON GRADE 4. C-t�-�OL.AN TAPE VO'cT) ON PLAN THtlS REFER TD COLiY� ScHm. .ar. 6 i 6 6 i-- ON ri�S Sri FOR 0%JA1N SIZE- 6 IZE M S4 _ _ 1 F-1''�-FOC"MG TYPE NOTED ON PLAN T04US: REFER TO FOOT" yt THIS 5r+EE i FOR FOOT�IIG SQE AND ROMF0�- 1 (cx'-•7 TOP OF EXTER R COL. FTG- ME-) TO BE 99'--O' U-N 0. ON PLO o -RC2 r I f 6 _ TSP OF PrEMOR COL" FM (1iE-) TO BE 99'-0' U-N"0 ON PLAM o _ _ _ ,%- E _ - - ----� - -- - ---}- - -I - - - - -}---- 5 A- FOOTM;S To BE CEN►M ON GM LIWESS 0�?61014ED On+Otw1SE o J J C2 r 6 SEE 2/S2 FOR SLAB ..DGE DOA360 S- io C2 CZ -�---- C f - i L_ 9 _ STEEL COLUMN SCHEDULE s REMARKS ( E TF :: it I 1 6 I r SZE BASE Pure 0A k C2 2 V% F3 94 S C, 01:1, ( ;rp 6 4' .8 - I C2 ; ; F3 --, W 4x48 _ SEE OTt 6/54 -^•,- — --- o I - TTL = 96'-0 _ C2 FOR BAS£ PLATE St1E 's+ - __,, — - C_' .(55 6x6�i - SEE t/Sb FOR CAP PLATES - • 4 f 4 L ' t 6 N r• Cz C2 ClCl >T\ �� - -� - - -+ — ! - --f _--�— - ------rs+ --� - --i-- �-• --- - _ - sir-'!e-� � � �. �'�J l E >1 El �./ L_ T f swrc�+Iorrx � !-� S4 s• S4 s4 s4 �; - MARY. 5 ! Rfl►4F. EarNAtaCS t4'-O' - -_• --•�_ 'a - a - — as � —xf- :• S'-,'i3 -,."x it �,� - I.3-3f J.i f' � �J `� �–J �✓ �i { ` �•,'_ • 4• 7–#e TOP A SOT. lS4�E EL•C�C 6/14/04 71_ _ - 07/19/G4 39/16/0; (i 2 � 3.3 3.7 �' +� SLAB E=DGE RIAN y 154"-i 14•-0' 2T'-2• ,�'_a• ts'-O' t4'-a' �'_a• 3L•�,• 1 a'-y�' ( •_1' �`• '�–.�i ts'-6' + '-6' 7'-5' I �'-4ia' 6'-6' � •- tt3' t • 19-10' -6• 15'-4• 23'- t DES" SAW S43S2T0-R' • 16 �cT sump wx N 39/16/04 ! W� _ -•',-, - A E. SAW �� D. Pmu to — — — — 1 1 � A O 4NR.tfOAiC� The Owl r. .�, +• any ID 1 1 1 t• t 4�loelaa ! J w -�. •Y C � f^ -• ------� -i I �- , 1 _` 1 •1 - "" � Hes. - ' 0 Ejacbm fila way %v SLABCOMM the 6-o os-buiPt cc,:, JONTS c^_•JONTS SEE l of " _s _ rr a DTL 1/5'4 o h o oop:.o .%than y;c•• . .�'- � 1 env :► . • Thal doev'IwIt ^+a:, 1 f4 is r.sle o ♦ e 0 • -,:► .1 ' — _ — -- — -- — — D V Novi fit► 1 1 � O p Vit • 1'-4 1 ! ! ! rNt �• OPUS o �r11wL tom+� • - f t t t lt • • • t • t t t t R t f f • t t =� — _ J'_, E �.2-3 BRIDGEPOR1 VILLAGE BUILDING RI N en 10-9' H a'- 4a•-2' ' ry IIA:/?YT• { >tS-r 4 .t TUALAT1li, OR. C 4• 4' 4• 4J- 4%• 43j' 41,4' 436' 44' 11' -- 139'-2 a �.3 3-7 4 ' 5 6 FOUNDATION PIA' v CIT`'OlUkAT1N a IlEc"Vm (t 5`P t 7 tlli►1 1--• ----CIE -- p,pp)m) a ; -s2;;- , wi .-.-.+n_ ....._..-_..-. . MjLi• IAll, � R h 1':, �� L t ._. --.._... '•^••^""']."..... 'Y.•m•n.. •r m'r.-_ _..—...- '—'•".wtA11f: ..•,+-•.•+. .•rn^•,•^+^+M�cm,wu ._......r,....-_..-•._--.-.._._..-._._A, ...._ _ i^,':„ r,r,.,r.H'(.!v V1Y1« ,'..'!;i -n e,.rrn''"•`L .• .M.. y;.�rl� t • iit CaplFM1'dl'r'hVH�'•� ' ,,. ��•'F•m,!,Yde"flh" ';,: xi'4f+YY1F. — ... ,,. '?+r•' .rr„t...+•. i ,3,d+ 'ie� lFtl°591F;�!?wi';nyrragrpf a'rMiq. -tr,.. .,�,. •� !� r �uY 1�1<t� + 1 ?2 3 2'r 2 Y 2b 29 3 L a • ? d3 tl ^,+•'•fix Sf 30X �... '., ,: ..,-a. :.ti• ,.. . � ,F n , b,',.t.;a,� �.,.. 'v'i s �I 1 ;'' '` 't ttti��f+RNsih�°PTP,CY�"�n- .,;,, !t l� fir..,.. OPUSS Yineers, Inc, 3.3 3.7 4 5 6 Opus Architects g 1 2 SPRINKLER & JOIST SUPPLIER: COOR(IiNATE BRIDGING & SPRINKLEk En 9 159'-2" LOCATION (SEE NOTE /3 UNDER STEEL -0" - _--� 27'-2" 12'-8" 11'-0" 148 44'-B" — 32'-0" JOISTS SECTION ON SHEET S1). 14 lam 61an Road woo ---- - ----�— Yhndonka. IdN 55515_01.0 I I I I I I I I ,tsz-s56-uu I � 1 ROOF FRAMING PLAN 332 --.�—e52-656`4529 !a. 'A s — 6A sw. I S>f OPP. REGISTRATION PLAN NOTES: 10 7 a I ss I S5 I I I 1. TOP OF DECK ELEVATION (TDE) - 116'-0" U.N.O. ON PLAN THUS: (•1.07. Noi I \ 2. ROOF DECK SHALL BE 110"-22go. GALV. TYPE 'PLB' METAL DECK (3-SPAN). �'� .N •. 0 7" -_ _ _- __ - - _— - - -- - A 3. MINIMUM REQUIREMENTS FOR ROOF DECK FASTENERS SMI BE N A - +21'� '� ") '(+16 k,, — -- 6 -- _ 6 0 4�" PUDDLE WELDS USING 38/5 PATTERN OR PfVEUTEK PW O VERCO o KCS3 / N IC11 ss I se SIDELAP CONNECTIONS (VSC) O 24" O.C. PER DECK SPAN OR PRE- AIA 00 APPROVED EQUAL- SEE 1/S5 do 2/S5 FOR NRTHER DECK �� j Y� W16X40 W16X40 W16X4O _ FASTENING INFO. 10 C. B - � (+14') ,o �, �_ � 4. DIRECTION OF METAL DECK SPAN NOTED ON PIJW THUS: o T3 4� W18X26 % 6A ar. ; W18X35 7 i� as 5. BEAM LEGEND; BEAM SIZE CAMBER �- _ I- C 37K W1 x26 • C - — -- / / (+1 11 G�LFtFD LOAD REACTION. BEAM REACTIONS NOTED h � 16 sib ON PLAN ARE ULTIMATE LOADS. IF REACTION IS sy GIVEN ON ONE END ONLY, USE THE SAME LOAD -23P PE a S� �� QO FOR BOTH ENDS. N 6 S s6 ; a N m / I 1 j 6. SEE SHEET 55 FOR BEAM CONNECTION SCHEDULE. CE, TI,It m Poll �' �- `�3 `" O0 7. INDICATES FIELD WELDED MOMENT CONNECTION. SEE DETAIL 6/S5• VAKCI4 w «s I I / , ►- l_1 -_ _ ._..._ __ ....._.. __ -- ----.__ - ses tO 8. VERIFY NUMBER, SIZE & LOCATION OF ALL OPENINGS IN DECK WIN - _ -- -- 7 ARCH. MECH. & ELEC. DRAWINGS. SEE DETAIL 4/S5 FOR ADD'L REINF. r \, (t0 w16X26 I 11 g 14 _ 9. AT EACH RTU LOCATION PROVIDE SOLID BLOCKING IN EACH DECKS = — x 3xk10 4 +G) -to- — 4D FLUTE BETWEEN CURB AND TOP Of BEAM. 211 I 17'-5" TVP W14X22 {+1T 7 —�-- 15 ��_ 11 10. SEE 3/S5 FOR MECHANICAL UNIT SUPPORT. -- a ae+. 1 r` 19 C3 1'-1" rn \ m 15 N 11. SEE 5/S5 FOR TYPICAL HANGER kEOUIREMENIS FOR STEEL JOISTS• 17) D !e ® j h / C3 ,�,� C3 m 12. ON PLAN DENOTES AREA DESIGNED FOR ROOF JOIST TO SUPPORT �\ OPP. n 1 13 ; N ADDITIONAL 1500/ ROOF TOP MECHANICAL LOAD. LOAD MAY BE O ANY 6 N to �_ — N 20'-2 -_ m ARCHITECTS �. � � C-4 � �\ t6'-9" ABOVE POI�NTIOLOADS NOTJEIXCEEDNG 1500/EONE COMBINEDf POINT LOAD OR 11N0 l__ 11 d I SS 'r N 2 16X-- N r 9 0 % ._ (SEE ARCH. FOR EXTENT OF MECHANICAL AREA ! +17 W16X ; -MH6X4� —W16040 -- — — W�X� (+12") ;,S4 - I) W16X26 (+20� — E 13, `�' INDICATES JOIST BOTTOM CHORD EXTENSION. W14X22 14. INDICATES JST. BOTT. CHORD EXTENSION AND TOP CHORD OSHA -- --' s Jolsr �7• � l I � — � 3 BOLT TO BE USED FOR JOIST SPANS LESS THAN 40'-0". SHOWNCATOR NOT i 10 oriNOV 4 6A PLAN) P 0 DE OSHA BOLTS O EACHAT ALL JOIST SPANS 40'-0" OR G ND ER IOFI EACH JOIST. TYP. ON se so 10 9 1 4 sy 15. JOIST & :)DIST CONN. MUST BE DESIGNED FOR THE FOLLOWING 36 ri1 4 ULTIMATE ,kXIAL LOAD FORCES. I I I I • � A. 45ft. JOIST........................550/ 14'-0" I 27'-2" 12'•-B" I 14'-0" 14'--8" 44'-8" 32'-0" B. 26ft. TO 33ft. JOIST.........400/ --- C. 5 25ft. JOIST...................3000 159'-2" _ 1 2 3 3.3 3.7 4 C5) 6 ISSUE ITECORG ' 06/14/04 STEEL BID SET 07/19/04 PRELIM SHELL PEV 09/16/04 FINAL SHELL PER►' DESIGII 106MO R S435210-R1 PROJECT MAW d1TE 09/16/04 PROJECT teANAM M. NICHOLS DRAW IFf E. SATHRE 1 Cltfxllo BY D. PETTIT • Erm^ may occur in the tronsmsso":' electmnK, files. The Opus romOcnits er responsible ,'or any claims, damages expenses arising out of the unouthoratr u of the information eonlo red n elect r files. • Electronic files may not Accu oteh cele:• the final as-built coed tons. i' S responsibility of the User to we''' 1 alai dimensions ,rid other re'a'.r: information. •This document may not be use. copied without prior wr'tten co"sf` ® dl rights reserved -�s k', fhepsd Fa �� OPUS s' Opus Northwest:L.L.C. Iwo S.W. emdvay,4iih 1150 ►erNN . pwgen 91205 (SOS)-s1.-llibS MUM is rn BRIDGEPORT - 1 VILLAGE BUILDING R1 i 11A1 ATIN, OR. r� I�00F FRAMING F I w i t9' ti' k la t;'ti �1 CfTy 0 T11,M-A!IN , 1 1 FLAN RlECEr�"t7 1 i5 E SCP 2, 7 2004 - r� Swirl ►AWR y 0181�MFNr R1 •� " . �. .. ...... ..... 1 S3 , N. 1 1 t 1 1 11!!1111 II 111! 11 1111 1111 11!1 Itll 111111111 I'll till C . II I I II 1 1 11!)1 1 frill 1111111 1 I I 1 it j 1 11 1,+I l!f! II I 1111 N 111 1 !l rl I+, � � I��� I , I IhIIII�III ►Illlil;!Illlt�l{11111 1 1 1!i'II ��1)fT1 I ;� 6 I� I I la 13 14 le 17 IFI t9 O 21 22 23 24 25 26 30X 27 do Z9 39 110110101 1111f*- e ,_ ,., IOd �Itr •.e. , 1 I -IL r i F opullsz 1Y4" DEEP tAW CUT w/ _- l Y' LEEP sm ;U r .v 0' ,� f S♦ - �r SOF-CUT SAW AOJACEIJT (. S(-,F-CUT SAW I AMEDIATELY Of)us Arrhikt& TO CONSTR. JOINT AFTER F IN13HRIG, Engineers Inc IMMEDIATELY AFTERrr .UWFROL --- - FINISHING IF-CON'-,-IRU-.-.l ON 1^ JOINT STL. COL. -� I JOlrlr SEE PLAN -- - ` - - �� �. 10W Inn Aood w.,i TSE _ - .. ___ I SEE PLAN �,• L'.....__»__ IYs1I 55543 ora TSE. -�,-_ __. ...� 952-III-4529 +„ BASE 7P 1.4 i REUSTRATIO-N - TFE. cr SEE a -- _ �ET P _ _- USE X2'ix2'-0" SIU.'TH _ \ 2 BOLT DIA. -- ` CJWELS O 24"o.c. P► NON-SHRINK FOR LAH REINF (GREASE ONE END) h �� GROUT SEE PLArN �G t A.B. w/3 HEAVY HEX NUTS & PLATT= WAS,IERS- SEE 7/S4 - 6 DETAIL _ / DETAIL ANCHOR aOLT SETTINGC01�IROt/CGNSl'. JT. CL COL. � RI STL COL ..SIZE do .---� CONFIGURATION CE T,'-, 2 2 -- - MAY VARY SEE I —ISOLATE COL. FROM ��1t�apror,nn�s, Yc rYP. OI SLAB w/ 1 LAYER FLANGES ;" 10" _ 10" 3" FLOOR SLAB —fill I PIRG. PAPER I PAINT ALL STEEL\ I I 3 - -• -- -----__�_� i u w; DE'_OW TSE. w/ BIl UMINOUS MATeL. , SEE UNL BASE PLATE ';ROU? 2x18x2'-8" I `° \�---�� I�� I TFE. F ! )D ) 0 RI A.B. SEE PLAN A307 A.B(ItTS O O - 1&cS-00�'� TS ' SEE PLAN FOR 4TYP. COL. FTG. SIZE STL. COL. - /TMP O de REINF. ff SEE SCHED. WEBS �� "•" Y4 PLAN DETAIL DETAIL ANCHOR BOLT SETTING P. INTERIOR CUL. FOIJNDATIUN —� -�s �- CL COL. CL COL. —�- 4fe V BASE PL-- / BA E PL SEE SCHED ® � I { SEE SCHED. - - S1 L. COL. I �- STL.. COL. 6" 18 GA -- 14 GA CAP SEE PLAN SEE PLAN TRUSS MEMBER - 0 0 L GA CLIP ANGLEK A;E K OK W/ 4-#12 SCREWS lY" L y,• EACH LEG, EACH �I''1 1 x 06/14/104 STFEL 10 _ SIDE of ,RUSS PLAN_ VIEW PLArJ VIEW 07/19/04 PRELINA. b I WIDE FLANGE COLUMN 1UBE SSiEEL COLUMN F STL. COL. SIZE AND_ a 09/16/04 FINAL I'I ='! v� SHAPE MAY VARY (I SEE PLM: C, - - - - - - -� -- 4-Y'4"0 A.B. + STD. HK. w/DBL. NUTS I BASE PL dr WASHERS __ �— -�THICKNESS ;'7 (APPROVED ALT. A.B. - y \�2 BOLT 0 STL JST. SHALL BE X"O HAS-E I{ NON-SHRINK, SEE PLAN ROD w/ 6%" EMBED. Q, CHANNEL SEE 10/S4 do HILT] HVA ADHESIVE) GROUT DETAIL DETAIL DESIGN NUVBER ANCHOR BOLT SETTING S43521 U-R 1 PROJECT MJMBFN DATE I RI 09/16/04 PITa�ECT twu(�R sEE M. NICHOLS r- PLAN SAWN BY k'6 F. SATHRE 6"--18 GA CSJ METAL STUD EXTERIOR WALT. 7-1 -T- _ STUD WALL, pD BY TRUSS b 2'-0" USE 4-/,2 TWE SEE ARCH I SEE APCH. SCREWS TfP ALL CONTACTS - EXP. Bar FOR n PETTIT STUD WALL I S I e Errors may occur in the tronsm;ssion ' ,---SLAB ON GRADE electronic files. The Opus con Woks ae a' _g F, tJ / SEE PLAN responsible for any claims• don'003 c' MIN T;E expenses arising nut of the unouthorilel IN DE SEE PLAN of the information contained n electro files. �i 0 Electronic files may not arc urotey refs c' xthe final as-built Condit ons. It �s !^< 4'--0" 4'-0" _- CONT. TOP responsibility of the user to verily 1. 2'_0" M( layouts, dimensions and other regal: tinformation. STL JST OR BM - STL BM - STL JST OF? BM or VARIES • This document may no' be used SEE PLAN lO SFC PLAN SEE PLAN copied without prior wW en copse" S4 SEE .ARCH SEE ARI.H 0 all rights reserved SE�CZ'InN SECTION (--— Fr.porse ror ---- W Opus; SEE [1 AP( ++ 5Qptic NOrthwesf I L . PLAN sit 1tiy 1000 S.W. Ik0o0var 5::'e 111G Por"w4 0rpee 91205 (503)-Y16-p61 STUD TRUSSES SEE SET -- ----- c PLAN E O 2' D" O.C. PIAN '� ..■iw.swoc>•e�e■" E ARCH. SEE DTL 9,/S4 -r�l►�- STUD BEYOND .,-•—l` r �.4,� r>: {{''t,, i v qh`+T�i� ',n�t.(r. I � I �- --�• �� n 9RlaJEr:. ( ��t BRIQGEPOR CONTINUOUS 6' 18 GA. CSJ BAE r--SLAB ON GRADE e}I VILLAGE ILLAGE SEE Pi-AN LT \ CONNECT ,O 'TOP OF EXTERIOR STUD CONC. IAB z MIN, _ Q WALL AND TO EACH TRUSS W/4-#12 a O BUILDING p 1WAISEE I ARCH �— �� SCREWS EACH LOCATION O Y.. ._1__ S- -PLM LOCATUN QD x ,- mv . - 1 1 CONT. TOP %F11 Im E I SEE-PLAN SEE PLAN _3EE FLAN 4 i I SECTIONS and r.ITY0FTU,�CA"k, DETAILS -STL BM ted- � —C6x8.2 OVER DOCK ?'-0" MIN. I �" -- — JST SEE PLAN FOR - ILUTES AT ALL VERTICAL � vP„] S RFr.FIVE;D 0 ADD'L INFO TRUSS MEMBERS (n SEP % 7 M41-0 n FNGINCERING& r S+iEt, NUMEEP Y- _ 5 SECTION 8UILDING DEPARTMr'n� i ® SECTION �...�...�.._________..._,�. ..--.•---_�.. C TYP. A 5'fDRE FRONT "'�■•"•.�� --°-- Rl ,,S41 4 jj,,�yy laeilM4'heR�' #�Gr7�AP��� an+r+...++n., �'�..,....-�._..... �RiA`_.. ......y�■..■.�oy- .... .. _ ... .'7n'!._e..•v.'►.�.�i/�il.M 1.w.... .•. �.•1at11��Miif��.lw"_ �-�Y3lEO � 4 ... .1 - .. ....q.......-__,..--...-..-_.__.–._._r---..._—_...--r....—. �'.�MC..,:.A.T"- ._,. .. ...:' ' ... ' ,, .-. .-:....... .. ,� � ,t,.. ''•�ItlMF'lbOk".', . . �' Hi .I 'I'li iI'i 1 il!I i117 N I 111.11 HI 11'1 Ii Id ILII 1!Il Illi LI Ii I Itit I1!rl 11111 IIUI l Ilii 11111! I I To 1n 1'I I�P i'3 I t I�I'� el� 'dIl 2�2 2��3 24 2�nt 203 2-f 2Ir 2.10 3I0 y e J pre■'1.;w ,�A r ',. ��iay.�' .�s�w'ri► A'�'11':YJ'ywC��r�k,ea�r.,da-kv<:vwi.;r:.. .. RI OPUS STUD WALL F R I E SJ Al"EACH ROOF Dl•.CK TO - FASTfN SIDE LAPS 70GETHLR - /ATTACFt IAIEIEkoc ��SEE ARCH. FOR Y4 Ye" -��,p- R) yCAP PL l,Kl TOPER ANi;Lf w/ PNEl1'iEK y� w/ '✓ERGO SiDEIAP SUPPORTS MIN. SIZE & LOC. CONN. AS REO'D. "d' SEE PLAN (IF < 2'-0` SDK E3075 PINS 0 �2 ---� CONNECTION USC O 24"o.c C6x8 2xCONT BY OSHA ----" j 6`ac. �(_ U N.G. ON PLAN ) U.N.O. 0'.I PLAN Op. ArchitE�4 UNDER STUD WALL `�• JST. SEE PIAN EXTEND TO NEXT JST.) _ Engineers, Inc t -� SEE PIAN L6x4x� (LLH) 9 MTL DECK METAL ROOF DECK = d<6" (e�` � 0 SEE PLAN SEE PLAN TOE ° BENT PL. I �e 3012 _ / O \ = 6`<d<12 ` i/ -- � _TUE. 4 I \ I �� ATTACH PEP, PATTERN 4 lossc 5r<, Fo;.: rrq --- ------ ��- 5FF FLAN I 1 INDICATED ON PIAN O - v llinn.roo�a, x ;�5-9"p Yt CAP PL. F. r I t INTEk1.1EDIAiE SUPPORTS L4x4:Yi d 6'-O'o.c. I 7 p - -- %' CONTACTS }--G7---I• \ / ATTACH 0 Cu.c. TO �Q k > TYPj �fe \, /j, �� - PERIMETER SUPPORT .� 2" STL. BM. (STL. 3M.,BRG.PL OR - REGIS?'�t>Uy -- CEx8.2 OVER SEE PLAN SUPPORT ANGLE) DECK FLUTES \ \ L \�., STL. BM T-5 1 DO NOT WELD ° ° STI. BM. !j Yi" TAB PL. I SEE PLAN SEE PLAN 6-54-- 11. MINIMUM REQUIREMENTS FOR ROOF DECk. FASTENEF2S ShIAl1 BE BOTTOM CHORD STL. COL. " 0 PUDD!.E WELLS USING A 36/5 PAf FERN OR PNEl1Tf_K EXTENSION TO I STL. JST. STIFFENER PL TYP. SEE PLAN -� -�-- SEE PLM! a. SOK61075 PINS AT SUPPORT', .133"-155' THICK, b. SOK63075 PINS AT SUPPORTS .15-t"-250' THICK, \ \ PI. Y4x6xO'-6" w 11, CJ \ c. K64062 PINS AT SUPPORTS .187'-.281" (HICK, / 1, CJP GROOVE WELD AT TOP do BOTTOM FIANCES. AT TOP FLANGE, EITHER d K66062 PINS Al SUPE ORTS .281" OR MORE THICK `'1L JST Sfl. ''OL. SIZE, I ERECTION HOLE AS (1) REIIOVE WELD BACKING, BACKGOUGE, & ADD 3('6` MIN. FILLET WELD. OR ylk SH:�PE Ar _Y._._ _ REO'D. dY OSHA ORIENTATION MAY O " MIN. FILLET WELD UNDER BACKING. r c \ SEE PLAN 2 I�AJE BACKING !N PLACE Ac ADD 346 2. DECK FASTENING REG'MT.,. SHALL NOT BE LESS THAN THE MFR'S t� E .r� VERY- SEE PLAN .� AT BOTTOM FLANGE REMOVE WELD BACKING, BACKGOt10E do ADD )16" MIN. RECOMMENDATIONS OR A5 SHOWN ABOVE AND ON PIANS. FILLET WELD. WELD: OC/QA CATEGORY AH/T. �I SECTION SECTION ' '� SECTION 2 WELD ACCESS HOLE, SEE DETAIL 7/55. DETAIL 19 14 9 3. CJP GROOVE WELD FULL LENGTH OF WEB BETWEEN WELD ACCESS HOLES. TYP. ROOF" DECK FASTENING INFO. _ PROVIDE NON-FUSIBLE WELD TABS. REMOVE WELD TABS AFTER WELDING i1t GRIND END OF WELD SMOOTH AT WELD ACCESS HOLE. 3' DECK - BEAM�C 0 N N E C-!-I 0 N_� 61�4-D U �_ WELD: QC/OA CATEGOW( BH/T. if l r . .. , 4. SHEAR TAB OF THICKNESS EQUAL TO THAT OF BEAM WEB. SHEAR TAB LENGTH SHALL BE SO AS TO ALLOW �' OVERLAP WITH THE WELD ACCESS " a PUDDLE WELD OR 24" COVERAGE - --- - RI WELD PER SJI HOt_E AT 'TOP do BOTTOM, & THE WIDTH SHALL EXTEND 2` MIN. BACK PNU0 PIN (TWELD- 'iINGIE SHEAR 7A8 RANTS ERS CONNECTION USING SHORT-SLOTTED HOLE: -L 4x4x%xCONT. ALONG THE BEAM, BEYOND THE END OF THE WELD ACCESS HOLE. /E'6 SEE " / REOUIREMENT5 RI 5. EUI .-DEPTH PARTIAL PENETRATION FROM EAR SLOE TRANSVERSE TO DIRECTION OF LOAD. �4 4 PATTERN CLE �I� -I- -_ ------ -- _ DTI. 19/55 Y4" Y4 METAL ROOF DECK "d" SEE WELD: QC OA CATEGORY BM ROOF DECK. / /T• �Akpropenat. SEE PLAN SEE P PLAN ATTACH ROOF DECK 6 f ILLEt WELD SHEAR TAB TO BEAM WELD SIZE SHALL BE EQUAL TO THE L§' DECK• -l/--1 CONNECTION MIN. SHEAR TAB WELL NO !!f ROWS REMARKS TOE. THICKNESS OF THE SHEU2 TAB MINUS 1(6". WELD SHALL EXTEND OVER % - CAPACIIY BEAR; SIZE SIZ% 5civ- Y+"s STUD WALL ,-0 4'- x1 x. SEE PLAN �t-fit_-4f-�t-y- _ TO ANGLE w/ r1 PUDDLE I 24" COVERAGE ($Rn, SIZE 't" A325-N BOLTS SEE ARCH. FOR O 4' 0'o.c. PNUETEK SDK 63075 THE TOP & BOTTOM ONL-THIRD OF THE SHEAR TAB HEIGHT do ACROSS WELD OR PMEl1TEK _ --- -- SIZE Ac LOC - �/ //'' - PINS 0 Cox. THE TOP & BOTTOM. WELD: OC/QA CATEGORY BL/L PIN (TYP.) --� - _-- -� 11 kips Wg a 26 hips w/o /' 3f6 ME 7. ERECTION BOLTS: 2--h•'0 A325-N BOLTS. 1 14x1)'�x04U" r" 2 COPED FLANGE i' - e PATT R _ - PLAN 8. FOR CONTINUITY PLATES do WEB DOUBLER PLATES SEE DETAIL B/S5. (, 27 kips W12 PL Yix4,14x0'-9` 3 t i- \ _ ��.r.�. fin._ 346 �T'YP. L� 1J�' DECK t " ^ 1 sl _ SE��TION ," a PUDDLE COVERAGE �`) - - - - " - 6 1X IF "d`<12 SEE WELD OR PNEl1TEK I 44 kis PL Yax Wjxt'-0` 4 l\ �_ 9, 55 FOR i3EN1 0 6'-0"o.c. 1 V WEII!0 UNREINFORCED FUWGE-WELDED WEB CONNECTION PIN (TYP.) P Wlti 1 -- g• �WTL DECK ! PL INFO. j PATTERN JJN 62 kips W181rFLYox4,1 x0'-Z' � 5 SEE PLAN -_ 1J§" DECK f'y -� ` e _ - I r STL. JST. Y•" TAB Pl.. \� 36" COVERAGE �' SEE PLAN STL. BM. OR ' a PUDDLE _ �?�, I T TS STL JST. STL. BM. --- ---/CONTACTS STL. JST. ��,_ �--. WELD OR p PL 3{6xy4x'+'-6" SEE PIAN TYP. 0 SIM. PL Xx3' BOT. I �TYP. SEE PLAN SEE PLAN \ I 1 - - - - - 3�6 UTEK IRN(TYP. 79 kis W21 STL. JST. - _.Y4 6�_ 1}�"xaY,' MAX. COPL- �� I �`_ SEE PIAr1 �e �-�' --T Ds W27 \\ CHORD EXTENSION 9fi ki PLJc4x1'-9` 3fe" 7 2yi"x�i' MAX. COPE `- 0 51M. Pl. �J ---- PATTEN -- -- -- - N___ �6/.r ___ I I I I I STL. BEAM - �- - 0 --+--� - _---- -" SEE PIAN FA. SIDE OF BEAM -� -- •-)-- L _-- I I I l 106 kips W30 PL Rsx4MJx2'-O" X414 71i`x°>�" MAX i OPE �s � ��� G i i I O -� _ 36/4 PATI RN 1 1 -� ---- - -- - -- - � SECTION SECTION SEC EION �" I I I \ '0 1 1�� - I I I )�FLN�INGPATTERNS FOR NON-COMPOSITE METAL DECK 1'4 Yips W33 pL wcyljx2'-3' 9 2Y'x';" MAx. .,:SPF AOT. Ci10kD EXTENSION ��_ - I I I 124 kiVi W36 PL �ifax4l}x2' 6" L1G I , x`ry," MAX. COPC `RI ATTACH ROOF UF.CK TO STL. 9M -_1__1__-_-��- PLJi' FOR DIM. k RI ANGLE w/ PNEUTEk SEE PLAN OF BOLTS SEE CONN. SCHED. THIS .d /K66062 PINS. O 6"o.c• (0 SIM. NO BUM) -- RI 1. TYPICAL CONNECTION DESIGN IS FOR A MAXIMUM 70P COPE Of 13y- DEEP do SHT c•' TYP. SEE MECH. UNIT 4' LONG. SHEAR TAB CONNECTION MAY REQUIRE A S"1ER COPE DEPTH. s- J 3fe PLAN '�--J METAL ROOF DECK PL l - FOR /�f \ MECH. UNIT- MINIMUM EDGE DiC'TANCE FOR BOLT HOLES IS lh'. -_ __ L4x4x� SEE PLAN `�_ 6 SKIDS r CONT. DIMS AC 8 OF • METAL ROOF DECK . 1. FOR ,HEAR TAA CONNECTIONS WITH SUPPORTING MEMBER W'LU THICKNESS TRE. _ BOLTS SEE CONN. - s SEE PIAN GREATER THAN 3'4` USE h' WELD AND ti e' PLATE - r -_ SEE PLAN SCHED. THIS SHT. C ' 3. USE DOUBLE ANGLE BOLTED CONNECTION SCHEDULE FOR REACTIONS EXCEEDING A `y TDE. �.:- .. r•<=_--:.� �._'=_.� CONNECTION CAPACITY GIVEN IN THIS SCHEDULE. SFE PLAN LSSJE RECORD 4. CONNECTION CAF'AIIT! 15 AN ULTIMATE LOAD PER A1SC1-lJtfD SECOND EDITION. �- y- 'r/ �f912 \� SECTION --7- -T 5. COORDINATE SHEAR TAB LENG10 WITH OTHER DETAILS ON THIS PROJECT. \ L- �\ 6. SHORT SLOTTED HOLES ARE 1N THE BEAM. STL BM. ` �,. VA \ \� 06/14/04 STEEL Br' J: 7. CONNECTION CAP.A! TTY IS BASED ON SMALLEST BEAM DESIGNATION Cr MINIMUM SEE FLAN ` / BEAM SIZE. �,'� ��\, 07/19/04 PRELIM. S~L_. Cl- BEAM/GRIL _. \ STL. 8M. BETWEEN JST. TOP FLANGE 09/16/04 " STL. COL -� f- _ ALONG GRID "1" kl - - - �\ \\ FINAL SA--- SEE SEE PIAN SEE PLAN FROM A TO D.1 & I �� If ALONG GRID 5' I SEE �� ��~� FROM C TO E 3 , STL. BM. OR 7 `�� \S"fL. JST ;, JOIST GIRDER ~, STL JST. -� CONN. SCHED. TYP 1�. j I SEE PLAN s `-� SEE PLAN SEE PLAN FOR BOLT SIZE 3fe \ _ U _ V ' do QUANTITY FOR STL. BM. j y2" _ STL- BM CONN. SEE \ --STL BM IF SKID LOCATION FALLS 4" OR FARIHER FROM -- ' SEE PLAN SCHED. THIS SHT. �--'�J SEE PLAN JOIST PANEL POINT, ADD L1h',lYi036 EA. SIDE OF JOIST FROM TOP CHORD BELOW SKID TO BOTTOM SEE PIAN FOR STI. �� i O CHORD PANEL POINT. WELD EA. END OF ANGLE ALLOWABLE RTU SEE PLAN I SEE DETAIL A-A(SUPPORTING ��) "t" �-_ \'CHE4) O TO JOIST w/ Jt,' FILLET V/ETD ALL AROUND, LOCATIONS 16 SECTION 11 SECTION , __ 1� 3 SECTION vEzxl NfR BEAD -.0NNEC'T1()I`_.4JCHEDU �E � - -- - T'It,')JECT NUMBER All 9CL IED DOUBLE ANL LE CONNECTIONS O BOT. FLANGE CL JST. OR CL JST. OR USING SHORT-SLCITTED HOLES TRANSVEP';F TO DIRECTION OF LOAD. PURLIN PURLIN I HOWL �'� �• ~T SIDE FRAMING ANGLE 091/161/04 1. t3El,�l AS REQUIRED BY AWS D1.1 FOR SELECTED GROOVE WELD PROCEDURE. 346 RI 2. LARGER OF t OR P MAY BE OMITTED WHEN PROJECT YMIAGER CONNECTION MIN MKyIE NO. OF ROWS --`--' bf 1f`. ( LOS JrJ t {.OrT MINUS Y4 tb{) CAPACITY FEAM SIZE OF J"! REMARKS )i6 I NOTE_: STL. JSl. i 3. -Y4 tbf TO f or, 3'4" MINIMUM (t_ Y•�. _ DIMENSION IS 6" OR M. NICHOLS (lxtn) SIZE III Ai25-N BOLTS "d" / C NOT SHOWN FOR f 4. f�" MINIMUM RADIUS (PLUS NOT LIMITED, OR MINUS 0). LESS 0 JST. 12" OR y� gy ------ -- -1 - --- --- --- L4x4Jc SEE PLAN ILCI � 5. 3 t {{ 4 h`). - I I LESS O PURLIN E. SATHRE -- 29 kips w/o xCONT. 16. SEE bF MA-353, RECOMMENDED SPECIFICATIONS AND QUALITY ASSURANCE' 4 FRAMING L4x4xY 18 kips WI3 L 4x4x4 pO'-6" 2 COPED FLANGE e _ GUIDEL.INFS FOR STEEL MOMENT-FRAME CONSTRUCTION FOR SEISMIC (TOP OF ANGLES I 4 CUP L4x4xv4xO'-5` CHECKED IY -- - -----_IAETAI- ROOF DECK APPLICATIONS, FOR FABRICATION DFIALLS INCLUDING CUTTING METHODS X FLUSH w/ TOP OF (PLACE y' ABOVE D. PETIT � AND SMOOTHNESS REQUIREMENTS. z BM. OR JST.) FRAMING ANGLES) 33 kips w/o SEE PLAN � a TICFIT TO TOP FACE OF 30 kip3 WtU 1. 4x4xg1pc0'-6" 2 --COPED FLANGE I ETAIL -_ r y furors 7,oy occur in the transmss:' w COORD. SIZE- do J'1 OR 9M. rkctronic Liles. The Opus companes rr' STT_. LIM. - --- (:DPRFCOMMENDED LOCATION OF' OPNGS I responsible for any claims, de'3SEE PLAN WELD ACCESS HOLE -END FRAMING ANGLE W/ ARCH. AC MECH. I t expenses arising out of the unautlarx�.. 44 kips W12 L 4x4 sx0'-9 :I 1 PRIOR TO FABRICATION MAY BE OMITTED WHEN of the information contained n e a SIMx21�r34e / THE OPNG. IS LESS files. 0 SIM - ---- ------ - f��Srm£-- - CYAN CENTER LINE a Ekectronie files may not occura!r, 50 kips W!4 L 4x4x3t�x0'-9" 3 HSS5x3x�6 LSV ---- _----Y4" TAB PLATE, RI �J THAN 1?" FROM , / i JST. TOP CHORD OR the final as-butt condit,orrs " ?0 kips - W16 L 4r.4x'yeul'-0" 4 - L3x3xY4 C1CdE' 1¢" MIN. PURLIN TOP FLANGE --�• \\ responsibility of the user tc +e'' SIDE OF PISS I FiADI S 6'-O" MAX. \ layouts, dimensions and othe " ' _ _ � information. SEE PIAN \IYP. ° This document mny no' ne se: 103 Traps W18 L 4x4Jc�sx1'-,T" 5 --- -----_ _ NOTE: AT JST. FRAMING - CLIP ANGLES TO BE LOCATED AT TOP copied without prior wr!tter CHORD PANEL POINTS OR PROVIDE 2-L1Xzxl)<,Ae FROM BEARING (0 dl rights reserved 06-x4-Y4` MAX. COPE " POINT OF FRAME TO BOT. CHORD PANEL POINT OF JST. FIELD 142 kips WT1 L Jx4xWa0*-6' 6 ► 1 Y Y ,. cr L'G r J kcol. � 4 WELD IN PLACE. .�...���- r rb 4 1 "x4 ` MAX ('0171 ge` rrVorod For 161 kips W24 L 4x4x)S6xt'--6` 6 �7 SECTION 12 NOT USED *L et _ 2, , PLAN DETAIL CMlT1LEVERED DECK BEARING 0 TRANSITION � ��- -OR-�--�_ ``_ %ROOF OPENING SUPPORT FRAME. 7 4 xl.-9. 7 2Yi"x`M3fi" MAX. COPE / IR 94 OPUS w , _22 kips W2 L. 4x x%* --- 0 - ATTACH ALL CONCENTRATED LOADS PIPING 1L55 FHAN 20 f�F PARALLEL Opus Nodhwpst,L.L.0 �- ! (PIPING, MECH., ETC.) 10 THE JST. TO JST. SHALL BE CENTERED BTWN. 2x4"xF " iAAx. COPE- - I WITHIN 4" OF THE JST. PANEL POINT JST. & A SPREADER MEMBER !IR 2S4 kips w30 L 4x4Jr4{sx2'-0` B - - RI I OR PROVIDE STIFFENER ANGLES AS INSTALLED. FOR PIPING EXCEENNG land SV. Brood. sem+ __ _..._._. 7Y`x`,a�" MAX. CUF'f ��'RIL� . 286 kips W33 L. 4x4..4%ex2'-3` 9 �� - \ STL. BM SHOWN. FOP PIPING EXCEEDING 20 20 PLF OR EQUIV. rROUPINCS porow ,9•tP cog" 91?M _ --_-_- -_ MTL. ROUE DECK S DECK _ / SEE PLAN PLF- OR EQUAL GROUPINGS NOTIFY THE NOTIFY THE STTJCT. ENriINC'R ) --- ----- - - - SEE PIAN SE PLAN STRUCTLIRAL ENGINEER PRIOR TO PRIOR TO INSTALLATION. _-- ' NNSTALLATION. 318 kips -W'� L 4x4ri�jsxt: -6` 10 21r+`x5�i" MAX.. COPE TDE - - - �. TDE _ -- �1'iNJ -1!�ti Ski`PLAN @IQIES WONJ�• COL. CAP PL - 1j-­­------SEE IGNE� FOR A IMMMUM TOP CACI OFI%. DEETPtSTL. COL - - 4" 1f_ O1. TYPICAL (ANMECTION IS DES = u u `-��`��� _ PLAN MAX. r_-r, 4" LOrK:, U N.G. I ./ �- --�_-_- ---- - - rX�NNECTION AI'AC1TY IS AN ULTPiAATE LOAD NER AtSC-!RFU SECOND EDfPJN. /" VILLAGE ° ON THIS PROJECT. t. ?�" WEB DOUBLER PLATE. USE CJP ON ALL 4-SIDES FIANCES AND 4" 3 C'OQRDINATE M1GLE: LF�NGIH 1NfT11 OT11EFt DETALI , , WPRCIVAL Csi TIIE ; kTFRWTf C,,OwF :ON IU):!i rs MAY BE :MELT `MTTH PR,('q r ✓ - --_- CONTINUITY PLATES. PROVIDE 4 PLUG WELDS BETWEEN DOUBIt'R PLAIT / to c _ _ `ct ER OF RFCORt' PRCA"LDED GfRT IE:D EJE ICN (:ALcvxfK)NS ARE PROADETY. i % AND COLUMN WEB WEIR) QC/QA CATEGORY 9L/L FOR ALL WE'.DS. _J -LiDE or a EA. \ , "'stft)FdT SLOTTEEI NM.ES AN'f LI)(S.HIE E1E,AM. -STL. AM. SFE PLAN 2. %" CONTINUITY PLAT:. MA.X.. \� SIDE_/OF JST. " -:s CO BUILDING R1 1►NNfC11tNI C11PAftTY IS BASED ON 9- AALLf-T EiEaAFI DESIt1rNT10N OF M{NtIfUM \ COPE AS REO'U. 3. KR" FILLET WFLD. OC/QA CATEGORY BL/L. Nr All SIZE /f ` �� 4. CJP TYPIC-%I.. QC/QA CATEGORY BMX . FOR EXTERIOR REAM/COLUMN _ -- eLi TUAI.ATIN OR. STI_. JS7. `�FOR CONN. SEE r 3M./GRID CONNECTIONS BEAM ONE SIDE III`LY), WELD OF CONTINUITY PLATE TO t:l BM/GRID SEE PLAN SCHED. THIS SPIT. STL JST STL BM- ---FOP. CONN STL BM ( SEE PLAN SEE PLAN SEE SCHEDULE SEE PIAN COLUMN FLANGE AT FREE SIDE MAY BE FILLEI WELDS AT TOF AND 4" � FA SIIEFT TITLE �[' I THIS SHT BOTTOM FACE C PLATE. r Q� _--_ 5. RISC MINIMUM CONTINUOUS 91-1.U- WELD UNDER LACKING. IdAr xj END D 1 ,fF FAM ^---" .' - 1- -STI- COL. VARIES 6. CONTINUITY PLAIT: WIDTH SHAI.L MATCH BEAM FLANGE WIDTH OR SHALL E SECTIONS IONS and I r LJ►1N. S011M. EXTEND FLUSH WITH COLUMN FLANGES, WHICHEVER IS LARGER. SFE PIAN FOR TYPE � NOTE: DUCTWORK SHALL NOT BE HUNG FROM THE STL_ a DETAILS ' rw @OI,T aFZE: � DIkEC1I0N 7. REMOVE WELD TABS TO Y4" MAXIMUM FROM f.f`('F OF CONTINUITY f & WANTiT( P PLATE. GRIND END OF WELD SMOOTH (50i1v-in), NOT FLUSH. DO NOT ROOF DECK. TY OF 1rU�J11I MEaf�R f STT_. PJb{. /"`• ' , B. E1EAM(�CO NECTION FLANGES.EDE►AIL 6 SS. CIKNEDLLj , I c ' SE PLAN -Wr PON �-� �-- SEF x 7 ?QAC _- 1 ",�t +Pclrrfr,4c 1�1• 1 ti►ECTiUN �._...._.,� 13 SECS ICON .______�__.�.._.__.___...�.�.�._ ( 8 SECTION _ _�._.. w_..._._.._ 5 DETAIL � stmt SER INfIAEif l) CLEAR ,T �1 E1q,T �`"""" +�\ C04+ Numr rl AT�.S TYP. MANGER REQ'MTS FOR STEEL Jf '! Rij .-S5 fl L_ t MR+:A'Ir.�lrl1�llRiw��'"'� +rArr,p ye..+.....«,+,.+,. .. .. ,. .�.,....-. ......-..�.........�.,.-- -...-_...._,_-.-. -.-. _. _. ____....-__ __._. - -, ._._._.-__ - __. ..•„,.,N,H„ „,�mru+�. grlro�tirAhn+ . .�•a..•:-,...<n+r.�cn.«w,.rN.w.xw µ , c;; LIGNIM� I IH!1111 I I It I ILLLtrlll III III II I't11 TILL Iltl 1 l+li I ill" I u!I u1 II 17 li Ltl IN !I II I'I till II!; IIII TUI Illi IIII ni II Itll II I III: III Pt 1 I . I I II !II rrr1� t;m• ,t I . I ,11'i1 ' I I ;1 .i, �, ` ' i { I I I I i 4f Lr .1m I 0 1V 11 12 tai 14 ' ; to , r 18 LA 20 21 a2 2a P.4 X215 21"11727 2A 20 30 � 30X is r •,;A'Y` C' ! 1 1. rw `� K`t l OPUS.����-L4x4z3(ex0'-6' w/ HaS wj Y.`---' � _� �---PARAPET i.,LOTTED HOLES THUS. CAP PtATE sERCH "IOP & 80?. SEE PLAN _ GIRT Opt. : Ar,Chet ezi RI USE (2) Y`4.4 / SEE 7/S6 Engineers, A325SC SULTS 6' M I No. -_ :�,� JAMB. SIZE 6c — , _ _ �_ SEE ROOF DECK O 24 .N. VERT. SEE DETAIL 4/S5 GAUGE SEE ARCH. -SCREWS AS P160. IYP U.N.O. �- FOR CONN. TO I *y �i' Q PLAN SEE PIAN / J5T. CHORD SPAllt.R 541)0 ( -' _ TDr- 111350 BrK Goa, " 8' 14 o. TRACT �/ o SFF PLAN L4x4x14gax0'-4 B PAJdAPET ICwwla+ka, re STL. MOLE 9 �' C10x15.3--- -_ - ks: ' w 4- 10 TEKF A72�H t►s2-sss-uu + AE FLAN i i ' SCREWS EA LEG l52-&Sfi-4529'a twu MAW �� SCREWS FA LEG IYP. �. \ / / 12-/12 SCREWIS TO ;AMB '*TL') I 1 \ \\ 14g0. SUPPORT II C6x8.2 O MAX.--, II I TDE. _ CUP w/ 6-/12_ �. ��. 0 4'-U'o.c. �� SCREWS EA. If G PM. , I I '� SCREWS AS REQ L. L3x3xYi M'• � L4x4 EA. PR I ! TYPICAL. STUD � L6x4 lLN CONT I CHANNELP� TOP OF& BOT 3(s EA. END ( _- / L3x3xY4 OPP. 14CA. PRICELESS INFILL STUD VERIFY w/ ARCH r�-� IEE PLAN � SIDES OF TUBE r' SUDc CLIP w/3 - /10 SEE ARCH BOXED HEADER, SIZE SPAllER 5400 r.PL.%ex6x0'-8' / �� STL. JSr. SCREWS TU 1NFltL STUD & GAUGE SEE ARCH. BRIDGING/SPACER BAR _ -'' SEE PLAN INSTALL PER MANUFACTURER'S Ifo A325SC BOLTS ti r INSTRUCTIONS. /� NP � �SEE ARCH •OR \ CIOx15.3 CONTINUOUS a ANGLE TOP 51 'MEJITHiNG ANU / N\ & BOT. Yi 4 EXTERIOR FINISHJ \ r �1 DFTAI! Pic FAIL DETAIL � SECTION TION c SUP CLIP DETAIL —� (16" j 9^XE O riEAGLtt DETAIL. 1 SPAZZAR BRIDGING: DETAIL V LIGHT GAGE BRICK SUPPORT G)�F_C; RAETRETURN PARAI LEL 70 JOIST HEADER, SIZE & GAGE Ac REO'D -- --- 15 /�-- 04 CRIPPLE STUDS, SIZE & HSS CAP PLATE T PAPAPET LINTEL, GAUGE AS REO'D. TOF & BOT. SIZE d - - SEE PLAN = i� �.--- -- GAUGE i =*�^ _��-GIRT �A1� I t, AS REQ'D. SEE ,'/S6 SUP TRACK, SIZE & - CONT. FUTE, SIZE d GAUGE - CRIFPLF STUD•, 4 - I 1 AS REV'D., PUTS MADE TO SPAN SIZE 6 GAuil' GAGE A RFO'U I _-- 6' CSJ 18go. M7GLE 1 AS REO'0 � HEADER, ` i ' /�- ---(2) 6' TSD 14go. O 24'o.c. PERT. �� -;EE 1/S6 - -� RIBS OF DECK w/SCRCWS Oi� EA. SIDE OF STUD A5 REO'D. I ('-METAL ULCK D1 UIHERS _ JL---- ATE h _---�AiJt3, SIZE Qc - TYP U.N.O. INFILL STUDS, � ��- AS REO'D.GAUGE JAMB, SIZE & --- -- l;Af;e A`� REQ'D - -- - L4x4x% EA. _ ^T_t�ARAPEf SILL. SIZE I SIDE OF TUBE _ .� _ .,F.c"". ARCH SIZE & GAUGE - GAGE AS REO'D & GAUGE TOP & BOT. - �. _STUD PIECE A5 < � I - , � AS REO'D. ! REO'D., FASTENED I AS fi._O'D. /10 TEK CREWS � T`PICAL TRACK, SIZE h TO SILL, SCREWS AS `JAMB. TYPICAL STUDS, SIZE / \ O 12'o.c - -- - --- - - IDE. GAUGE AS REO'D. w/ STUD PIECE AS/ REO'D S17E & & GAGE AS REO'D SEE PL1W SCREWS AS REQ'D. RL'O'D., FASTEWED T GAUGE AS I I ( I -- --(2) 6' CSJ 184x - ., -QUI & BEND TRACK R� D. - -�'__-._-_ TO JD., SEED TO FORM RADIUS Q I I PROVIDE ADDITIONAL SCREWS TO METAL PUTS ` TYPICAL STIJ[I, SIZE Ac AS REM). ;CREW TO ,JAMB do STUD BASE TRACK, SIZE do - ( ANGLE BRACING TYP. j (� GAUGE A5 REO'D. GAGE AS REQ'D WHERE DOUBLE EA END AT EA STUD AS REQ'D. PIECES ON BOTH SIDES OF WALL I ! I ; I _ - ANGLE BRACING 3(s I I COPE FLANGES OF DOESN'T ALIGN W Trl STL ST. 6 CSJ O ANGLE JST. PANEL POINT SEE PLAN - -��-- CONN. 'TO POST SEE 3/S5 FOR -------- -- ----- - - FLANGE 0 i3 ADD•L INFO. __�___ -1.3004 KICKER so CONN. TO ADJACENT DETAIL �PAR ETAIL DETAIL I I SEE 1/S6 FOR BHORM. JPIERE JSiNA (; AUD'L. INFO LOC. WIiERi. JST COT 22 --- 17 C12� 7 SECT C N __._ SECTION D TE TE CONNECTION TO METAL DECK CH OPENING FUMING / CURTAIN WAIL OPENING/DEAD LOAD BEARING PARAPET RETURN PERPENDICULAR TO JOIST HSS w/ Y.' CAP PLATE TOP A ROT. -- SEEA T /\ 1� SEE FLAN - - ----- ARCH ---FASTEN TO LINTEL w/SCREWS \ STs }-�� _ _ GIRT CMU WALL ETY OTHERS'' JAI'9, SIZE & - ` _ SUPPORT Cl_!f' •-".':Si E^t RS =^ JAMB, SIZE & --� IEE 7/$6 EA SLUE & SCREWS TO GnUGE SEE ARCH. . TO CUNC. & ')CREWS SEE T •, JAMB SEE 16/S6 JAMB, SIZE A' SCREW'- AS _ GALIG JAMB AS REQ'U. SEE I GAGE 4S REO'D SEE ; 'S6�10]RANGtJ E '3 +<.LQ'G. STRUC. NOTES .-- --_�, SEE t 'S6RE0";. � .f ADD'L INF / TRACK PIECE, SIZE & WEB STIFT'ENERS ♦ I I I __ GAUGE AS REO'D w/ -- IMATCH LINTEL ^AIJGE r �-�JSCRE1N�i As REQ'D. / J��ARAf-�T 06/14/0,. S T EEL - _ / FASTENERS TO CMU II \ \ J/ \� � _ SEE ARCH , ; 1 SINGLE TRACK, -- - .I ( 07/19/04 F R��ti W/_L AS REQ'D. i 1 SIZE & GAUGE SUPPORT CLIP w/ T�I°h Al TRACK, SIZE / ( _ ( _ _- fS E. )0.9/16/04 FINkAS RCQ'I i:,,,,SCREWS AS REQ'D. & GAGE AS REO'DT ^�Z- E f'LAiV ` FOR SILL ATTACHMENT, " f P w/TRACK PIECE, SIZE Ac ;r' � ALTERNATE: STUD PIECE, SIZE AND GAUGE AS REO'U GAUGE AS Rf0 LI w/SCREWS �/� � � � . „T• � EA. SIDE FOR CLIP CONN. � :ka v-_ \E 1 TO JAMB AS RFQ'D. FT. EML1 ^� � LINTEL. SIZE & , � �-t-� � � �f'___-�' SSTL EE JPUN GAUGE SEE ARCH. CRIPPLE STUDS,�� : F SIZE & GAUGE AS REQ'D. \ L6x6x3(axO'-8" BOXED HEADER, SIZE b. rYP. TDP & BOT. � GAGE A5 REQUIRED SE TRACK, SIZE & ~ �- , \ I GAUGE AS REO'D. 2� DETAIL pp DETAIL �� DETAIL C8 �D.ET�AIL SECTION _ DEMN � KR BOX HEADER DETAIL 1 v LINTEL DE TAIL 1 IAMB AND SILL ')ETAIL �J BASE CONNECTION PARAPET RETURN PERPENDICULAR TO JOIST S4352110-111 i PNUECT MJMBER RI �� T PARAPET BAT 16/04 E ARCH Maw M MACER — --� --INFILL STUD STL GIRT SEE PLAN CUP ANGLE, SIZE & GAUGE AS UP ANGLE w/SCREWS I _— GIRT M. NICHOLS ORA" BY SEE PIAN-_ EA. LEG AS REO'D - SEE 7/S6 1� -14 GA. CLIP RECI'D, w/SCREWS AS REO'D. SLIP TRACK, 6" cSJ 1Elgo. E. SATHRE SEE FLAN W/ (2)-/10 SCREWS 1� O Z4`o.r,. VERT. _-ANGLE /" FASTENERS AS REO'D.- SIZE & GAUGE -IAMB, SIZE k TYP U.N.O. SEE t EACH LEG PER SCUD AS REO'D. /.,6 D. PM T ! GAUGE Ar VD � �' SLIP TRACK, SIZE h :4, GAUGE AS REO'D. 1/2' MAX B PARAPET / SUPPORT CLIP w/_1----- � TYPICAL STUD, SIZE --L- • Errors may occur in the bars" SEE ARCH ebetronic fin. The Opus comoc'e� / � I r � /`& GAUGE AS REO'D. I ��.—___-_---USE (4) /10 TEK w 'X" LEGS SCREWS AS REO'D. i II, I -•TRAC ciECE, SIZE & I ! SCREWS, TYP responsible for any cloims. SCREWS 'f0 EA SIZE AL STUD - r FASTEN STUU POST of the information eonthe j �-"�� GAUGE AS REQ'D., SCREWS orir out of the �� SIZE. & GAUGE / TYPICAL SPUD, 1 BI-LICK AI REO'D. I TUE• Of the , AS REQ'D. a SIZE & GAUGE TO JAMB AS R,Q'D. JLA1N -' TO ANGLE USING files. AS REO'U. ' Slll. SIZE & '' CONT. 51'RAF BOTH----__-_./ ' ' -�,\` (6) O.t 77'0 PDT. • Electronic files may not e( .D ' SIDES AS REQ'D. -- --DECK EDGE the final os-built coed' (2) STAYS OF-_ GAUGE AS REOb. ' ANGLE: SEI_ DTLS, SOLID BL(k)KING ` - o ' , �Iayo`u is,l dimensions anc SCREW(S) O EA. INTERSECTION— , SEE 1/S6 FOR 3/S5 & 10,S5 InTormotion BOTH SIDES AS REO'D1ADD'L ti« BUILT-UP O g' 0.C. MAX. ``--JAMB, SIZE & GAUGE AS REVD. INFO E -.-._.�__ � �---��STUD POST *This document may ' CONT. STRAP ON \ copied without prior 1 z �'"x SOLID BLOCKING, SIZE & GAUGE rights reserved EA SIDE w/SCREWS `�� ST110 PIECE:, SIZE & r,AUGE AS � � AS REO'D, FIT BTWN. FIRST • TO EA. SOLID BLOCK \,I REO'D EA SIDE OF JAMB _ & STUD AS REQ'D. (TYP.) ATTACH STUD FLANGE TO b LAST 2 E1AY5, tEPUT IN 2 SLIP TRACK LEG w/SCREWS BAYS EVERY 8'o -- 24 PLAN D{ 1'AS"l. 81ETAIL A, raEo'D. 14 i.;TAIL DETAIL 4 SECTION Prwared `a ���s+ SLIP TRACK BLOCKING DETAIL SILL DETNL BLOCK AND STRAP BRIDGING P�U�APET RETURNS AT ROOF EDGE _ �� OPUS t. THIS DETAIL SHALL NOT FE UTIL![FD IF STUD DEPTH EXCEEDS EI'. 2. RIGID FACING MATERIAL_ APPLIED TO laoo S w .surf, It10 BOTH 'STUD FLANGES MAY BE UTILIZED Pe,w, or"a p5 IN LIEU OF U--CHANNEL PROVIDED THE '­�SUP TRACK, SIZE FOLLOWING CRITERIA: ry GAUGE AS REQ'D. A STUD HEIGHT DOES NOT EXCEED 16'. y B; SHEATHING APPIED TO BOTH STUD 011 --- --INFILL SIUD - - t' SEE ARCH h7 , JAMB. SIZE � FLANGES FULL HEIGHT PER `t �a>Irc� • GAUGE AS REO'D. C) STUD SWILL BE BRACED it ONE � I� �f��f�T APPu1CABLr ASTM STANDARDS - - JAMB POST, SIZE & -� d� PIAN GAUGE SFE ArrH, FLANGE IS TEMPORARILY UNSHEATHED. r SCREWS AS REQ'[)--- \ D) STUU GAUGE IS A MAX. Of 1& t;A. f VILLAGE STI. G5Ri ---_ _ --- - - _ _STUDS AND TRACKS TRACK PIECE, SIZE 114'x i 6GA., U-CIiANNEI_ -----� BUILDING R 1 { W/2-P10 SCREWS TYP pIPPLC STUDS, SIZE fI SEE PLAN \ - GAUGE AS REO'0. I I VERTIGN_ SPACING AS REm). �� O ( AT CONtECTK)NS I GAUGE AS REQ'D. _ LOi A110M MATCH GAGE AND S17.E 0r " WW_ STl'ro SUPPORT CUP, SIZE_ h I 2-#10-16 SCREWS FASTEN _.___�_._ � c� TUALATIN, OR. ——— _ / r GAUGE AS REO'D_ { TO U-CHANNEL I .VMCLIP SL.f180C1 ` 1) 'x17¢ x 6go., CLIP ANGLE - --- � alsrr �^ " E 3- 12 SCREW, _ SECTIONS IONS and STI_ ANGLE off ---___._- EJU:N LEG OF r:LiP ON 1 G � FASTENED TO STUD 11+/2-/1 v--16 � 1 � �:? STA. GIRr EACH SIDE OF AMR L9 I / HEADER, S17F P. SCREWS: ANGLE LENGTH SHALL NOT BE `� SEE Pl/dl / GAUGE A REQ'O. LESS THAN STUD DEPTH, MINUS CITY 0r"TUAi,�TIW CU R[CIEl1/EO N DETAILS SCREWS AS RE7D._' `•---- TYPICAL. STUD. SIZE & - _ SE_P $ 7 2004 GAUCS_ AS REO'D. f- 25 PIAN DETAR 2,, DETAIL __ Efs;ItJEERMtI.s. Q 1 ._._.�� -� s1.IfN l`.I.P DETAdL �5 DETAIL DETAIL N0T USED � � `' `'' �'.---� Rl11lDING GFNaTtiTE'Z! rY] -T� LOAD BEARING HFACIE(t JAMB CETAII_ ( r U-I;HANNEL DETAIL. , 10 R1 mS6 '+ ".c«t,,tnt' -- ,::,.,.: -., .:•-.,.;:•"RM41eM�'A111P nr/1 ,+wn.,.r.w...a,+ #wln�•. ".�...,e......raw.+�:...•w•.._ — ._._.. 4 ... .t..v:.,,..._.. __....._� _ _ _ - 111;L: _.'•' ,,� ilw"w+yM.1 �„ ...ur,,, ,•.,,,nnw• N.. ,.v - .n9,`;N�.+l.+.,rth `idM1i1 mMr+�Whiw7lMr»wws-R, r'... y - .,.. ROM M+�M+hIy�1MFtii.M`9Ya1+,4fli�eM +�l�lt d. .01"r, , - .._.... ._...... A�Yhlh ���� - 11'y'r•tilt '!I1 t'I'Ii'. 'I I,irllill li11, 1 1 1 Y 1 !:1�1iL !t Ir. ,I!" 1 1111' 111!I I I'9011 , r , .! tIl ' 1 I:9 I' 11t'�" I il..!9 : II l�.i' II I t I 1 1 ( �il:ii ...:j' ,.._. '•,. IL 1 I,1 I i1 II , I I , i 1 . } I .: ull ! 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To r p COL Ws I r' , � I — I 6 5 I 1 A RC"'J1TFC� -3'4-0 A325N BOLTS, FINGER 3{6 S) S TIGHTEN BOLTS do DAMAGE HS,; 10x3xk kiss 10x8xh, THREADS E - - - -`I t — �._ HSS/1 NOTE: ONE END OF GIRT ONLY 0 e HSS 10x3xY4 HSS 10x3xY ANGLE w/ Y � HSS 10x3xY4 � T,c N 4 � '� l '� HSS 10x3xY4 '� t L_----- SLOTTED HOLES -- n I t= x x SECTION N N N 3- r I z = = Is I = $� CIOx15.3 10x15.3CIOx15.3 I C10x15.3 - -• CI 10' 0 _ I C' 110, 101 10 3'-7" 10'-5- 12'-7- 12' ?" 0'--7" u, 6 s� I �fe RI CHANNELe -- GIRT, SEE SEE PLAN SFE PLAN L SEE LAN �— / PLAN I I - --- / I 07/19/04 PRELIM. SHEL M N BE. 09/16/04 FINAL SHELL f SEE ULAN d' I — HSS OUTRIGGER SEE PLAN 3(e f"; • -'- HSS SEE PIAN r_^)JIANOPY FRAMING PLAN SiE ARCH FUR- ADD'L INFO 1. TOP OF BEAM ELEVATION (TBE.) = 110'-0- 2. LONG SIDE OF HSS GIRT IS VERTICAL 4SE CANOPY - TYPE 3 DESIGN NUMIBEA 3435210—R 1 PROJECT NUMBER DATE ' HSS SEE PLAN PROJECT 09/16/04 CJP ', M. 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