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7315 SW BRIDGEPORT ROAD-3 , L ! l�a , � 11 lip "r 1 ul! i I � _ � -_ IBJ � - �-• ,� �\ .u�^�1�. , �nn ,� I, � � if1� r�l a !b!1 fl ��'�' �I��, ��i (� y-��►�•�/�� I --�;'� I'I I��i I�.�•,_ ,, 1 — w�l . . p r 7 - . � N .,�' 111'+��, ��I�I. , ,-��II." ; (��'! _�� n.l��l��+ � l/1�� ,, _ :�.�� I�\ 1oi1` /1 ��I - -- 1 . nI ll�� .`��1i`'■r�Jl�'"� h� ,Cr., hlr7iE SII � 11.tf119�1] 6Wr1U. j1J i �I �r4 � _�,• ' � � �El ,' %// I(•j��►� ...I_,4-: ,; .IL � r'� •':/' II �� — I�: I '��. ��- - - yy � �r ' `.�! 4 ^'�! ��j j`""- • - �-�{ lif�'!�I ��Ir ii�� 1� �� r I 1 � 1 ♦. 1 ( ell 3601 / � ,yid 1 \� ! q'Lin Ili[I,. 1 • , r •r .M( F� / .,4 • a� _. . . - _ ". . ' t�•�f+tlFs"*`�tiv«`r��tiu�lYrarerr�• .tr;'rF+.ti«af:+;++Razat". ' ' ` ., . -. . . : :a�fhw�cma+s+.::�tgw. •. � �� _ - . . . .. '4.wcM.�' o+hst+A�asrtnraiai - mr '.i�r ". _ r ��x i,• 4 + r,.- t t,w tA .1 '1 r . - w+ruir4�sy«Y,+.ova',�r;.uwvt.�4•itlYk�IWMawirwiu,».,..,,s��JN.n . .a.5stil'Ola:•Ls�,.r .�ie'W41r4ii"-•� .._.__„_.- .-. >� Aft*&Wixuoe"Mk� MON maw Aj" MEN --- --- - ABBREVIATIONS SYMBOLS PROJECT DIRECTORY DRAWING INDEX - - 1 A- - --- -------_-- p_ R2 CS1 BIDG R2 COVER SHEEP eS A.B. ANCHOR BOLT FAB FABRICATE, FABRICATION PAR PARALLEL -� — DRAWING TITLE R2 Tt.l BLDG R2 TITTE SHEET +1 OPU a L ABV ABOVE F.B. FACE BRICK PBD PARTICLE_ BOARD ```------------____.------------------------ R2 AC1,0 MASTER CODE SUMMARY Ac ACOUSTICAL F.D. FLOOR DRAIN P.C. PRECAST CONCRFIE DRAWING NUMBER General Contractor Develo er R2 ACP.' BLDG R2 CODE SUMMARY A/C NR CONDIP,ONING FUN FOUNDATION PERF PERFORATED DRAWING NAME g-- ---p'----- - ACFL ACCESS FLOOR F E. FIRE EXTINGUISHER PERIM PERIMETER TITLE ` Opus Northwest L.L.0 1000 SW Opus Archit & ACT ACOUSTICAL TILE F.E.C. FIRE EXTINGUISHER CABINET PERP PERPENDIC" 1 Broadway, Suite 1 130 Portland, ARCHITECTURAL —__ � ADDL ADDITIONAL F 171 FINISHED FLOUR ELEVATION PI PLATE 1 -0 � -0 Oregon 9-,205 R2 82.1 BLDG R2 FIRST FLOOR PIAN Engineers, 30X ADJ ADJUSIr&E F.H.C. FIRE HOSE CABINET P,L. PROPERTY LINE (503) 916--8963 R2 A2.2 BUx R2 ROOF PLAN do CANOPY PLANS ADMIN ADMINISTRATION FIN FINISH, FINISHED PLAM PLAS11C LAMINATE DRAWING SCALE Contact: Mike Nichols R2 A3.1 BLDG R2 EXTERIOR ELEVATIONS AF.F. ABOVE FINISH FLOOR FL FLOOR PLAS PLASTER Rol R2 A4.01 BLDG R2 WALL SECTIONS AGG AGGREGATC FLASH FL"IING Pi BG PLUMBING R2 A4.02 BLDG R2 WALL SECTIONS 10350 aron Rcad W.s6 ALT AtfERNATF FLEX FLEXIBLE P.L.F. POUNDS PER UNCAL FEET RetOil DevelOprnent Parfner - R2 A403 BLDG R2 WALL SECTIONS ALUM ALUMINUM FLG FLANGE PLWD PLYWOOD COLUMN LINE GRID AND NUMBERS Center Oak Properties, L.L.C. 952.656-4, YN 55313 R2 84.04 BLDG R2 WAIJ. SECTIONS 952-656-uu ANCH ANCHOR, ANCHORAGE FLOUR FLUORESCENT PNL PANEL �- - --FT --- -- -- - - - - - -- ---- __- 649 N.W. 12th Sf.res`t 952-656-4519 fox A.F. ACCESS PANEL F.P. FIRE PROTECTION PNT PAINT -� - NEW COLUMfI NUMBER Gresham, Oregon 97130 R2 A5.01 BLDG R2 ENLARGED PLOW DETAILS IXISTING COLUMN NUMBER R2 A5.11 BLDG R2 TYPICAL DETAILS - - -------- --- -- A PC, ARCHITECTURAL PRECAST FR FIRE RESISTANT TREATED POL POLISH, POLISHED -_ �' (503) 666 1233 R2 85.12 BLDG R2 TYPIC/IL DETAILS CONCRETE F.R.T. FRAME, FRAMED, FRAMING POLY PO(-YETHYL IFNE Contact: Jean Poul Word r PP n y R2 A5.13 BLDG R2 TYPICAL DETAILS Hi ,ISrRAnuN AF.'l. APPROVED F.S. FAR SIDE AR APPROX APPROXIMATE FT FOOT, FEET PRELIM PREL.IM+NARY R2 A5.14 BLDG R2 TYPICAL DETAILS ARCH ARCHITECT, AKNTECTURAL FTG•� FOOTING PREFAB PREFABRICATED A U E _SECTION_TARGET_ _Civil Ena1n@ef kl A5 I5 BLOG R2 TYPICAL DETAILS C —_ _-- --- _--_- R2 A5 16 BIDC R2 TYPICAL DETAILS C�� t� AUTO AUTOMATIC F;,i7 FURRED, FURRING PREP PREPARE, PREPARATION a0� SECTION NUMBER -- LDC Design Group, inc �R AVG AVERAGE FUT FUTURE FIRES PRESSURE ` 20085 NW Tonastiourne Or R2 A5.11 BLDG ?2 TYPICAL DETAILS ,`� _. -SFIEET NUMBER R2 A6.1 BLDG R, WALL SCHEDULE h AND P.V.L. FIRE VALVE CABINET PROJ PRUIEC70N1 Hillsboro, Oregon 97124 V� LARRVQ E � AT PSF POUND I'TR SQUARE FEET (503) 858-4242 F PSI POUND PER SQUARE YARD I ' DE_TAIL TARGETS icy , 8 GA GAUG PT POINT - A-OM DETAIL NUMBER -- -- - - - Contact: Ken Karcher i,�LI;;TU♦ZAL M1") t BO BOARD GALV GALVANIZED P.T. POST TENSIONED SHEET NUMBER Traffic Consultant 1 BEL BELOW G.0 GENERAL CONTRACTOR P.T.D. PAPER TOWEL DISPENSER ` BEY BEVEL GD GRADE, GRADING 0 f---- ------_- R2-S1 T1fLE SHEET � --_- 140 +. PTN PARTITION Kittelson & Associates, Inc. FIS. 57 BIT BITUMINOUS GKT GASKET, GASKETED ""' A-000 l 0 FOUNDATiON PLAN/,LAH EDGE PLAN , BLK BLOCK, BLOCKING GL CLASS, GLAZING P.T.R. PAPER TOWEL RECEPTOR I 610 SX Alder, Suite 700 R1 SJ ROOF FRAMING PLAN PVC POLYVINYL CHLORIDE DETAN. NUMBER Portland, Oregon 97205 R2-S4 SECTIONS and QETP1l.S BLDG BUILDING C.M.L. GLASS MASONkY UNIT l \ SHEET NUMBER ) ' R2-S5 SECTIONS and DETAILS BM BEAM ,;,R GRADE � _ _ _ _ _ � . • --'J " (503 2'L8-530 SECTIONS and DETNL.0 d B.O. BOTTOM Of GYP BD GYPSUM BOARD 0.T. OUARR.' FILE "' "� Contact: Mark \endehey R2-S6 t►Q-0 BOT BOTTOM GYP SHTC GYPSUM SHEATHING QTY QUANTITY -� ELEVATION TARGET R2-S7 SECTIONS and DETAILS BRG BEARING o \ _ - - Architect of Record _ ----'— — Ax.x ELEVATION NUMBER - - - - _-------- -- SHEET NUMBER Opus Architects and Engineers EIS BRICK H HEIGHT R RISER, RISERS 10350 Bren Rood West g B.,MT BASEMENT j B.S. BOTH SIDES H B. HOSE BIB RAO RADIUS B.T.0 BRITISH THERMAL UNIT NC HOLLOW CORE R.CP. REFLECTED CEILING PLAN \�� REVISION TARGET Minnetonka, Minnesota 55343 BTWN BETWEEN FICP HANDICAP, HANDICAPPED R.D- ROOF DRAIN 1 _--- __ - - - _- (952) 656--4444 ■ HO HEAD R.D L. ROOF DRAIN LEADER 'L / REVISED AREA CLOUDED Contact: Patrick MocNabb B.U.R. BUILT OF ROOF HEM HARDWARE REV REVISED, REVISION � (LIF F11 C HEX HFXAGONAI RECP RECEPTACLE Design Architect OAk properties CAB - CABINET -- --- - H.M. HOLLOW METAL REF REFERENCE _ �EvEI TWO FLOOR ELEVATION N_T_A_R_GET __ _ _ -- --- CAD CAPACITY HORI7 HORIZONTAL. REFI_ REFLECT, REFLECTED 11�0 - - - -� - Perkowitz d( Ruth Architects C.B. CONCRETE BLOCK H.P. HIGH POINT REG REGISTER I �\ �" --" DESCRIPTION OF WORKING POINT 15 Corporate Plaza, Suite 200 CFM CEMENT HR HOUR REINF REINFORCE, REINFORCING --~� BUILDING OR DATUM ELEVATION Newport Beach, California 92660 ---- CER CERAMIC H.S. HEADED STUDS REM REMOVE (949) 721-8904 I C.F. CUBIC. FOOT, FEET HT HEIGHT REOD REQUIRED N Contact. Sean Meehan C.G. CORNER GUARD HTC HFATING R.H. RIGHT HAND NORTH ARROW C.G.S. CENTER (3F GRAVITY FNAC HEATING/VENTING RM ROOM ------ - - Plonnir�g —_- -- ---�� GF STRANQ ASR CONDITIONING R.O. ROUGH OPENING Angelo Eaton do Associates CFAN CHAMFER H W. HOT WATER R.O.W. RIGHT OF WAY 620 SW Main Street, Suite 201 CHIN CFUWNf_L HIND HARD WOOD R.P. RADIUS POINT CHDB CHALKBOARD HYD HYDRAULIC RR RAILROAD Portland, Oregon 97205 CIR CIRCLE I R.P M. REVOLUTION PER MINUTE. (503) 227-3673 [ C.I.P. CAST IN PLACE ----- -- R.T.U. ROOF TOP IINII Contact: Cathy Corliss I (--� �_L \ I D INSIDE DIAMETER 1 CIRC CIRCUMFERENCE R.W.C. RAINWATER CONDUCTOR --- C.J. CONTROL. JOIIJT 1.F. INSIDE FACE r CK CAULK, CAULKING IN INCH, INCHES $-- Lar1 jSC�e Architect - _ A (� I cT l CLG CEILING INCL INCLUDE, SNCLUDINC S SOUTH The Berger Pnrnership CLO CLOSET INFO INFORMATION SAN SANITARY 1721 Eighth Ave. No. INSU! INSULATION SCHED SCHEDULE CLR CLEAR Seattle, Washington 98109 tt I INTERIOR CN SECURITY CAMERA (206) 325-6877 CLS CLEAR, SS, LONGE :-S INSIDE TELEVISION Contact: Grege Brower, Phil Decker CMP COMPRESS, COMPRESSED ISO POLYISOCYANORATE S.D SOAP DISPENSER C.M U. CONCRETE MASONRY UNIT SECT SECTION Geo iechnical C.O. CLEAN OIIT COEF COEFFICIENT JAN J --- S.F. SQUARE FOOT, FEET --- - COL COLUMN JANITOR SGL SINGLE Terra Associates, Inc. COMB COMBINACON JST JOISTOINT SHT SHEET 12525 Willows Road, Suite 101 COMP COMPOSITE JOINT SHTG SHEATHING Kirkland, Washington 98034 n CONC CONCRETE K.-._ S.I. SQUARE INCH, INCHES (425) 821-7777 CONE CONFERENCE KIT KITCHEN STM SIMILAR MATERIAL INDICATIONS CONN CONNECTION K.O. KNOCK OUT S.L. SNOW LOAD Contact: 1'td Schepper, P.E. CONST CONSTRUCTION L SLNT SEALANT CONT CONTINUE, CONTINUOUS S.N.D. SANITARY NAPKIN DISPENSER CONTR CONTRACTOR L LENGTH S.N.R. SANITARY NAPKIN RECEPTOR CONY CONVEYOR LAB LABORATORY S.O.G. SLAB ON GRADE 1 711-�j�j EARTH/COMPACT i STONE ! FINISH WOOD COORD COORDINATE LAM LAMINA c, UWIN.TED SP STANDPIPE FILL COP,} CORRIDOR LAT LATERAL SPA SPACE, SPACES �---�-� CPT CARPET, CARPETED LAV LAVATORY SPEC SPECIFICATION FILL MARBLE/GRANITE PLYWOOD L5 COUNTERSINK LB POI!ID, POUNDS S.P.R. SINGLE PLY ROOFING �--�1 SMT CASEMENT L.H. LETT HAND S. SQUARE C.T CERAMIC TILE UB LIBRARY S.S. STAINLESS STEEL CONCRETE STEEL/ALUMINUM ROUGH WOOD CTR CENTER UN LINEAR STT) STANDARD C.W. COLD WATER LIVE LOAD STA STATION _�__..._._l SAND/MORTAR/ r( i GATT OR SEMI RIGID BLOCKING OR SHIM SSUE RECORD C.Y. CUBIC YARD, YARDS L.L.H. LONG LEG HORIZONTAL STL STEEL [_ J PLASTER L�l J �J INSULATION _ 06/14/04 STEEL BID 0 LOC LOCATE NG LEG LOCATION VERTICAL STRUCT STROR UCTURAL D DEEP, DEPTH L.P. LOW POINT SUSP SUSPEND, SUSPENDED COMMON/FAZE RIGID INSULATION 07/06/04 PRELIM. SH I M;1 OB DECIBEL, DECIBELS LT LIGHT S.Y. SQUARE INCHES BRICK DBL DOUBLE LTG UGHTING SYM SYMMETRICAL CONCRETE MASONRY FIRE MANG r 07/06/04 EXT. SKIN DEG DEGREE, DECREES LTL LINTEL T ��/s� UNfI � L - DEMO DEMOLISH, DEMOLITION LVR LOWER --- --"-------- ----- - 09/16/01 FINAL SHEL F ",11T DEPR DEPRESS, DEPRESSED M T TREAD DEPT DEPARTMENT - -'' T.B.E. TOP OF BEAM ELEVATION L---J l ; DET DETAIL MATL MATERIAL T.D.E. TOP OF DECK ELEVATION DIA DIAMETER MAN MANUAL T.F.S. TO FACE OF STUD DWG DIAGONAL. �'S MASONRY TEL TELEPHONE L DIM DIMENSION MAX MAXIMUM TERM TERMINATE, TERMINAL DISP DISPENSER MECH MECHANICAL TEMP TEMPORARY DIV DIVISION MED MEDIUM TEMPR TEMPERATURE DL. DEAD LOAD MEMB MEMBRANE TERR TERRAllO ON DOWN MEZZ MEZZANINE T.F.E.&GTOP OF FOOTING ELEVATION D RAW I N G NUMBER SYSTEM [k7 DITTO MFR MANUFACTURER Td(G TONGUE AND GROOVE DR DOOR M.EE MAN HOLE_ AHK THICK 0.S DOWN SPOUT MIL MILLIMET[W. THRU THROUGH DEFERRED SUBMITTALS DESIGN 22 DWG DRAWINGMIN MINIMUM T.L TOTAL LOM ARCHITFCTIJRAL "WINGS ARE DIVIDED INTO ELEVEN SPECIFIC GROUPS (T1, ACA, A.1-A9); THE GROUP NUMBER WILL ALWAYS S4GN NLAWR2 [)WE DOWEL MISC MISCELLANEOUS T.P.D. TOILET PAPER DISPENSER REMAIN THE :vWE NO MATTE- FLOW LARGE OR SMALL THE PR(11ECT ADDITIONAL DRAWINGS MA'. 9E ADDED TO THE - -- ----- M L MATCH LINE T.S. TUBE SAT"EL GROUP� WITHOUT INTERRUPTING THE ALPHANUMERIC ORDER. PROJECT NUMNER E. _-_ _ M R. MOISTURE RESISTANT T.S.E. TOP OF SLAB ELEVATION EAST M.O. MASONRY OPENING N TELEVISION PASSIVE METHANE VENTING -UNDER SLAB Ell EACH MTD MOUNTED lYP TYPICAL ELEVATOR 6�1E E.J. EXPANSION JOINT MTL METAL V ARCHITECTURAL GROVNVMff_ -_ SHEET NUMBER COMPOSffIOK_____ DATE O4 E.I.F.S. EXTERIOR INSULATION MULL MULLION --- AND FINISH SYSTEM U.L. UNDERWRITERS LABORATORY N COVER SHEET DISCIPLINE PREFIX MEP (MECHANICAL, ELECTRICAL Sc PL.UMBINC• PRWECT MANAGER EL ELEVATION -- UNEXC UNEXCAVATED 1 SPRINKLER M. NICHOLS N NORTH UNFlN UNFINISHED TI TITLE SHEET y �� ELEC ELECTRIC, ELECTRICAL N/A NOT APPLICABLE U.N.O. UNLESS NOTED OTHERWISE ELEV ELEVATOR / AC1 ARCHFIECTURAL CODE SUMMARY FIRE ALARM ENTER ENCLOSE, N I.C. NOT IN CONTRACT UTI URINAL Al SITE WORK, SITE DETAILS L. LANDRY ENOL ENCLOSE, ENCLOSURE � NUMBER lJTll UTILITY NOM NOMINAL A2 PLANS AND ENLARGED PLANS STRUCTURAL STEEL SHOP DRAWINGS CHS. KEPSCHULTZ/L. EVERS ENG ENGINEER y� Al _1 _ KEY MAI' CHECKED BY E.P.D.M. ETHYLENE PROPYLENE N.S. NEAR SIDE - -- ------- A3 EXTERIOR ELEVATIONS _ ------- --_--_ --------- _- _. .. . - _-- _- _-__ DIENE TERPOLYMER N.T.S. NOT TO SCALE VAPB VAPOR BARRIER A4 SECTIONS AND VERTICAL CIRCULATION GROUP NUMBER STEEL DECK SHOP DRAWINGS V.B. VINYL HOSE AS EXTERIOR DETAILS c� J e Errors may occur in the tron is of EO EQUAL O V.C.T. VINYL COMPOSITION TILE. AS SCHEDULES CINEMA GLAZING SHOP DRAWINGS electronic Iles, the Opus compo n not EQUIP EQUIPMENT oA OVERIal VERT VERTICAL A7 INTERIOR ELEVATIONS SHEET NUMBER (FLOOR LEVET_ EST ESTIMATE ON MULTI-FLOOR PROJECT; responsible for any claims, a or O.G. ON CENTER, CENTERS VEST VESTIBULE AB INTERIOR DETAILS ) - J -1 GENERAL SIGNAGE expenses arising out of the ono e( use E.W.C. ELECTRIC WAFER COOLER 0.D. OUTSIDE DIAMETER V.T. VINYL TILE A9 REFLECTED CEILING PLANS of the information contained i e( s EXH EXHAUST ).F. OUTSIDE FACE V.W.C. VINYL WALL COVERING �� EXIST EXISTING OFF OFFICE EXP EXPANSION O.H. OVER HEAD ---- c� files. R 1 e Electronic files may not occur rc EXT EXTERIOR (�PNG OPENING W WEST ___ the final as-built condition is 0.R. OPPOSITE E W WITH ` ,� L responsibility of the user t & U.R.D• OVERFLOW ROOF DRAIN w/ WITH `----r--�-----"J- layouts, dimensions and of el OZ OUNCE, OUNCES w w WI DOW __ LOCATION MAP i� ----- ---- IS_S_UERECORD W?ITR WATER HEATER __. -_-____ _ -_-__, _ -- information. W/0 WITHOUT _�'-` _ ` r J *This document may not h ec ur INP WATERPROOFING ISSUE DATE REV. I DESCRIPTION SHEET NO. copied without prior writte ne •nt. WP. WORKING POINT A B - _-__- -_- _.___.. _------�__.. _t--- ------ ___ ® I d all r�hts reserve I aW W.R. WASTE P,ECEPTACLE U r h atri .,, WT WEIGHT �t'N O j 1 06/14/04 - STEEL BID SET SEE INDEX W.W.F. WELDED WIPE FABRIC ! r ca --- -- - -+ y �(• r i - ---- --- - _---------- Pnpand For YR Y� - � �� 2 07/06/04 - PRELIMINARY SHELL PERMIT SEE INDEX I� OPU �r - 1` 3 07/06/04 - EXT. SKIN PACKAGE SEE INDEX ♦ Opus N01thwOst, j &V Attm ti D9/16/04 FINAL SHELL PERMIT SEE INDEX 1000 S.W. Broadway, S 0 _ -_ —__--- _--- -._� �-------.__--- - -- - - Portlond, Oregon 97205 F Rd / �► -. .«.` — - —� J iRGII(' if U ti •. a ,• H E rn BRIDGEPORT ` �r ---- _ --- - --- i 6•' � u STT `� •'�•' � � VILLAGE i • �, � � BUILDING R2 cv I(X'.ATION �� 10ALATIN, OR. i ,,�1� ` O L jNEFI TITIF x+11+' Flltt�nl LC a r ~ �� Ca ? od ��O _ ---_---------- ------- --- -- �' BLDG R2 4� o N E E `� o G . - - - - a TITLE SHEET ,poliosRd ; �.��r p CO �f Q _ • Gseod on the r*. (f1 OW coth or�"•' McEw rseft r n stt4rll p6lvNM M111 r1y b01i1 --- ------ 0 - '" 1 e / / 6lrld 6 01lMOlfl "0 0 �HFFT NIIMBFR Air � � 's on f rrfrn In ; � M�t.txo m, I Ir~ic.; to 2tK1�A Novi�lltiTa n Tsah no b>a�� c.�_ - __ � ,/ S" 105.3.1 WC. J R2 T1 Cl- "Al � ---,-,,,�,,._,_• ...�,...-„{�_-.-.,----r+-.•-.-• -- __� -- _._—.�_ r. til -'-r,. `S'h � k`�55� }r l�t`•°U .}d k{� r 4$,r�y'p• t ,+ f�� +lt}:'a i .. 1Y'�t1��, ( ' 41 1"(i,w•rI� 'I ry q �v •�. P, 71,:1 iu ,r F � Al. T r} + r. L� F `tit w r". 1 r I r " y �,.: T a 4 t,di r � a+u�' rFIWYL�a".o..M,:Ml,l,rrw...r.■ •36.Y y '.�.J"'.'n� - ...niiil..r"...yi:..-yie.,rr y �1 CV mom BRIDGEPORT VILLAGE MASTER CODE SUMMARY PART 1--GOVEIININO CODEi OPU I BLDG CODE 200318C NC AMENEWENTS MECH 21702 OR MECHANICAL SPECIAL I Y CODE ' PLLIMBI 2D000RPLUMBING SPECIAL TYCOnt W%us Archite t 1 JLL tLEcIwLAL 2ar2ORtLtCIHiIAI6PtCIAIIYCCwEEngineers, In ---- ACCESSIBILITY III ON STRUCTUHAI SPECIAL i Y GCwt iry'fH S UU U'AMEIJDME'J' I t -maw I ENERGY 1988 OR STRUGTUfL1L SPECIALTY I:CCE W TH 98 00 U'NMENGMEruT, + CH 13 + r j' /+� `� -!\�• r° �'�w I� I 1 ELEV i OR 2002 ASMF A17 1 A(PER JIV RUNYUN) 10350 Bren Road West -�.. FIRE CODE 19W OREGON FIRE CODE III UFCI WITH OREGON AMENDMENTS AND Y52-656-lnn&I 4A 553!3 J1 L I y - -- T I 1 i- •� �� '� I TVFR INSERTS 952-656-4529 952-656- 529 la■ -' (+ ti,,,. • �� , I PART II BUILDING DESCHIPTIONI OAE SCOPE ---" " • An _ - i � qty ,,.i �' � •�, `- �� r � / MUL1I4Er1ANT LIFE-STYLE RETAIL CENTER • ��F� -wets is a 4"1 / -OPUS A&E WILL SUBMIT PERMIT SETS FOR BUILDINGS A B C.D E F G-GROCERY H REGISTRATION R1.R2 AND PARKING GARAGE WE WILL ALSO SUBMIT T 1 S ON THE GROCERY AND UPPER LEVEL OF BLDG E (� A --• CIT- r M , \\\ / / / PERIMETRESTUAER PAD BUILDINGS WILL BE T(ATTACHED TO SUR,'TEED BY TE OTTIIIERS BARREL REGAL CINEMA AND THE +� B • * _ PART fit CODE MODIFICATIONS/ALTERNATE DESIGNS LAR R I ?UGI INTFRNATIONAI 4011 DING CODE APPROVFD FOR USF OIJ THIS PROJFCT PER OPUS ILLC REQUES i LETTER DATED 10/22103 AND SIGNED 3Y JOHN i • I • ^ - - - 1 _. StELZENMUELLER 10R7A3 0 15, t •rM• 1�.,,P,. 2 PARKING STRUCTURE Ib REQUIRED TO HAVE CLASS l STANDPIPES A'EACH 3M9EXI I,S•I AIR AS AN AL 11:HNA t 10 ADUINU 1-IRt ACCESS RUAUS 10 1 HE NOR I H AND WEST AS PER TVF&IR FARC) ?f �� '�{ •� ° \� 3 RETAIL BUILDINGS TO SE FU:.LY SPRINKLERED BUILDINGS A 8 C D TO B+: U} i ) " ) ;) I ` �/ / / �/ \• A I DESIC1NE0 FOR(iRiNNARY HAZARD GROUP 2.AND ARE REQUIRED TO HAVE FX 1ERIOR ACCES8I11LE FIRE CON 1`11111 C ROOMS AS AN AL TERNAT_TO NOT U J ,i � • i 1 -� ---- I 1 d \\ \ \ 1, �) •/ �,/ �// �.• �y HAVING 150 FIRE ACCESS AVAILABLE TO ALL SIDES CF IHESF BUILDINGS AS 1 "��• I�r f t` _ \ > i PER 1VF4R- fM0 _ PART IV PARCELING/PROPERTY LINES • ' ' `_V. _ 1 BUILDING G AND GROCERY ARE CONSIDERED ONE 'INDIVIDUAL"BALDING AND i rw7 -- "a / DO NOT HAVE AN ASSUMED PROPERTY LINE 8[TWEEN THEM :+...hL,r•••..r. - // / 2 BUILDING E AND RESTUARANT ARE CONSIDERED ONE INDIVII IAI BUILDING, if ..-+ '�) )L! n_ AND DO NOT HAVE AN ASSUMED PROPER I Y-INE BETWEEN THEM -ALL INDIVIDUAL'BUILDINGS ARE CONSIDERED SEPARA"E BULDINI35 ANC HAVE � t•N � � �� ASSi1MED PROPERTY LINES CENTERED BETWEEN THEM AND ADJACENT K ��A i 1I\properties. � < PART V OCCUPANCY TYPES / ) I A2-RESTAURANT B-OFFICE r--- \ III` / M-RETAIL tf / y� d / / 52-OPEN PAkxiNG GAkAGL . / LJ l i I i . � , -�?--� a. •q ..ate . ----- - � � I i / d % OCCUPANCY SEPARATIONS(TABLE 302.3.2) I � �\• � i L / OAO SEPARATED USES 302 3 2 NON SEPARATED USES 302's t �- -_ ffff . . , ' ° \ ° • - - A A21M 1 HOUR 0 HOUR I� p�I 9T / ° • ■ i a f ' ^(��` 1� � 1 HOU 0 HOUR tl�i W II (C 4 1 HOU 0 HOUR • / , CJ�N' Ql0 r- PART VI GENERAL BUILDING UNTATIONS • ° -r^ 77 I ( p /\ Occ. Allowable Stories/ Stories/ L211- I I) .l / Building Proposed Area (8 ) Area per Ht. hit. .� T Chou Floor Proposed Allowed 1st Floor 2nd Floor Total • i L' Oma_ Garage 82 R8,542 -perhef 332,192 Untorn tie d 4 ;lots 12 tiers 1 I I A M 30133 0 30,133 43,390 ISII IIISI ' 10. , . t M 40.391 40,391 43.845 1sf145' SatRS' • • t } C M 36.650 0 36,650 43,310 1 sV42' lisU70' D M,A2 34 288 13,448 47,736 43.520 2sV42' 3str75' -"-i' L I - _ - _ �� r / E +Restaurant M,B,A2 34 310 25,351 59,661 35,126 2sv42' 3sU75' - , ..�-�- F M 19,831 0 19,631 58,126 1sV40' 6st175' ` •� ....� r- I I� ,u / / G +Grocery M 46,560 0 46,560 59,000 1st140' 5sv75' _. � -` r_� \ f� "rte H A2 /8.500 18,500 37,000 31,730 2sV42' 3sU75' )•' wommod- R/ A2 8 226 0 8,226 40,990 1sV36' 3st175' R2 A2 9 830 0 9,830 40,990 lsV36' 3stJ75' Con 9rr.a (3) Al 82 500 0 82,500 Un in tea 1sU70 3st/75' t ; 11� LL•JJ \ /,; Pad 1 (4) A2 6,100 6,100 28,500 1sII 2st160' Pad 3 (4) A2 11,108 18,109 2E,500I 1SII 2st160' }� Pad 5 (4) A2 7,730 7.730 28,500 1st130' 2st160' ISSUE RECORD u 1 Pad 6 (4) A2 6,700 6,700 29,500 1str30' 2stlso' •A• - . , / :':• Crate 8 Barrel(4) _M - 18,000 10000 _ _36,0-00 33,7601__ est, 2' 2xrlso' 0614/04 STEEL BID S / --- _ 07/06/04 LI SHEL 07/06/04 EXT. KIN PA I \� Const Exterier Wall Exterior Op'g. 09/16/04 FINAL. SHELL P+ `t` ° �U ' • / ♦ guiiding Sprinkler Type _Protection Protection Table 602 Table 704.8 Garage IB 1 hr> 10'< 30' 0 > 10'(T704.8c) No - • - \ \ `• i A 116 0 hr> 10'to APL (1) 0 > 10'< 30'(T704.8g) Yes •R- - / / // / "/ / \ . B IIB 0 hr> 10'to APL (1) 0 > 10'< 30'(T704.8g) Yes i� • / / \ /� C IIB 0 hr> 10'to APL (1) 0 > 10'< 30' (T704.8g) Yes D 1113 0 hr> 10'to APL (1) 0 > 10'-c 30'(T704.89) Yes ■R /// E + Restaurant 118 O hr> 10'to APL (1) 0 > 10'< 30'(T704.8g) Yes �- F IIB 0 hr> 10'to APL (1) 0 > 10'-c 30'(T704.8g) Yes • •A i \ =- ' / G 4 Grocery IIB 0 hr> IO'to APL (1) 0 > 10'< 30'(T704 8g) Yes • � �'`' \ 1 / / \� +\ I H !IB 0 hr> 10'to APL (1) 0 > 10' < 30'(T704 8g) Yes DESIGN NUMBER r R 1 IIEi 2 hr < 5'to APL (1) 1.5 hr < 5', 15% max(2) Yes S435220-R2 116 2 hr < 5'to APL (1) 1.5 ht < 5' 15% max(2) Yes PROJECT NUMBER / / \\\ Cinema (3) IB 1 hr< 5'to APL 0) 1 hr < 5', 15% m ax(2) Yes Pad 1 (4) VB 0 hr > 10' to APL (1 ) 0 > 10' < 30' (T704.8g) Yes DATE Pad 3 (4) VB 0 hr > 10'to APL (1 ) 0 > 10' < 30' (T704.8g) Yes 07/06/04 '��' �, Pad 5 (4) VA 0 hr > 10' to APL (1) 0 > 10' < 30' (T704.8g) Yes PROJECT MANAGER Pad 6 (4) VB 0 hi > 10'to APL (1) 0 > 10' < 30' (T704.8g) Yes M. NICHOLS / /� ;\ �� Crete 8 Barrel (4)� VB 0 hr > 10'to APL(1)j O > 10' < 30' (T704.8g) _ Yes DRAWN Bt ' \\ Notes - T. KORMAN ?. \\ I _ ) AFL Assumed Property line. For exterior w all and ooering protection distance rnl,., tic CHECKED BY measured to an assumed property line betty een juildings regardless If tris assumed wopert, S. LIPSCHULTZ/L. EVERSO �, �•/ / / L line Is a lays/property line (parcel line) or not ♦ ,� // "01 / �� 2) Protected openings < 5'from n APL The sum of the openg sizes can only be 15% max of the / . 1 • Errors may occur in the trans n ;>t // � � � .� ,� w all area. electronic files. The Opus compun' of T / �' - -� j �A `, tY� I 3) Cinema by other Architect. Information listed here is assumed only, for purposes o! anayz ng responsible for any claims, do s (ir + / Q /' 'l,'/- 11 n• exterior w all and opening protection required betty een Cinema and R1, R2 expenses alleing out of the unout se ,O v I �I I ' 4) Buildings by other architects �lformation listed her is assumed, for comparison purposes only of the information contained in rc Ite r I `- / O9files. ti � ':� I I 6) Item s in BOLD per 02/10/04 meeting w ith Building Department • Electronic files may not accuro the final os-built conditions. G) AI!squarF footages are approximate I responsibility of the user to V layouts, dimensions and 0th I' information. i a This document may not be 1 //��• i/ , 1 PART VII TYPES OF CONSTRUCTION I copied without prior written e ,f I ILWLM�L ULIIII ,I TYFE 10 TYPE IIB TYPE Ve ® 011 rights reserved STRUCTURALFRAMC ?HOUR 0 0 ----- BEARING WAILS EXTERIOR 0 n INTERIOR 0 0 hood For / t ( ♦! NON-BEARING WALLS.EXTERIOR SEE BUILDING SPECIFIC SUMII l F NON RFARING WALLS INTERIOR 0 0 0 yr I FLOOR CNSTRU TION 0 0 Opt] ROOF CONSTRUCTION 0 0 CORRIDORS 0 0 PART Vlll FIRE PROTECTION SERVICES Opus Northwest, L. • FULLY SPRINKLERLD OUILD!NGS EXCEPT PARKING GARAGE 1000 S.W. Broadway, Sul • ADDITIONAL STANDPIPE3 REQUIRED IN GARAGE IN LIEU OF FIRE ACCESS Cr.,N=ST Portland, Or96n 77705 SIDE A3 PER TVr'dR-FMO ' / / / `-•l" ' I � _ (5(Ij)_916-83 PART IX MEANS OF EGRESS Q USE GROUP USE TYPE OCc_LLgAAr FAVOR � BRIDGEPORT A2 RESTAURANT 15 SF/OCC (NET) B RFTAIL t„FLOOR 3C SFKX C (GRORSl OFFICE 100 SF/OCC (GROSS) M 1 VILLAGE M RETAIL 2'"FLOOR W SFMC (GROSS) Z I S2 OPEN PARKING GARAGE 200 SPOCC (GROSS) BUILDING Rz IOCCUFANI LOADS/EXIT WIDTHS �I SEE 81111 DING SPECIFIC COIF SUMMARY LOCATION to 1111 I 9ENERAL EORESS NOTES L0 TLII 1 3'IN, OR. -- �� ' ( • TRAVEL DISTANCE 1 I I I B 00 O� SITHI EIRE ( l M MASTER COD l I I S2-300(NO SPRINKLER) n I • FGRFSS W E)TH I I STAIrANAYS- ;,2"Pt?0G,CUP,4NT(03'ATNON-SPRINKLEREDI Q ��M��•..fA•� 1 OTHER EtMESS-0 1! PER OCCUPANT 10 7',1T NON-SPRINKLERED) SUMMARY• DISTANCE TO EXITS 1 1fDIAGONAL IN SPRINt1 BUILDING to SITE PLAT n'\ N 1122 DIAt90NAL IN PARhItIC GARAGE Oi/ERALL SIDE PLAN I • AREAOFREFUGE(1007 IEE) W NOT REQUIRED FOR OP,N 9IAIRWAYS OR IN SPRINKLERED 8U1 DINGS OR IN F- _ SCALE: 184 �) -O I PARKING GARAGES Q SHEET N1IIPER - - - ' I 3 j R2AC 4 �, 1n RAAMIYIjIIR e•.++.°e.+r..Kia.r.n.nnw'®ren.os,.•.,wiw.o.:<at,.+..M..II�w•,+.a�LLa•IrllNile ll�Ll� _ - k' . ,,..+.wwws.w.•ee-e-...-.�.---• fir., 30XI_a j 4 ' a` .r. ': ,,: .,'.::f ....... ,{'d'. '2. +•' 1 1nM +,i. l. -1f+f• }, if.� .el>ti•, o i rgG..•'t .71,.', ,.+• r ' h g i J , F r:1 ot CODE DATA _- �1- OPU Opus Archi[ 8 \ Engineers, I\\ APPLICABLE CODES L \ \ T — � \ BUILDING CODE 2003 IBC MECHANICAL 2002 OR MECHAI SPECIALTY COCE '\ \ •' PLUMBING 2000 OR PLUMBING SPECMI.TY CODE 10150 Nrrn Amd R..1 ELECTRICAL 2002 NATIONAL ELECTRICAL CODE elnnbnla M 55.43 ACCESSIBILITY I eN CIA uu _ _ \ • 985 OR iTRUC1URN. SPECIALTY CODE PATH 9B, 00, 01 AMENDMENIS, CH.I1 lu-av-l5a 1u ENERGY 1998 OR STRUCTURAL SPECIALTY CODE WITH 98, 00. 01 AMENDMENTS, CH.13 _ 1002 OREGON N FIRE (PER JIM RUNNN) - ' IRE CODE 1999 OREGON FIRE CODE (97 UFC) WITH OREGON AMENDMENTS 1VIR INSERTS. W51M1WN \ \ ELEVATOR - BRED AR i NOTES upRYD Ev ; /, I. BUILDING R2 AND CINEMA ARE CONSIDERED TO HIA7 AN ASSUMED PROPERTY LINE v EOINDMIAICE BETWEEN THEM. IY , 2. IN ORDER TO DESIGN R2 TO ACCOMMODATE POSSIBLE FUTURE OCCUPANCIES OF NENSEPARATED MINN 05915, A-2 AND M OCCUPANCIES, ME MOST RESTRICTIVE REWIREYENTS OF A-2 MID M ARE PROPOSED. T o of ox 11 _ E s f 2CHAPTER 3: OCCUPANCY CLASSIFICATION 00 { - '+ \ • \ - - _ - ( GROUP DESCRIPTION OF OCCUPANCY PROPOSED S.F. - \ \ • .�._ _ , _ \ ,\ - -\\ \- _ i A 11 - A:T-.-R C.11 001 \ I FIRE DEPARTMENT NOTE -2 ASSEMBLY t LOCKED SECURI CONNECTION B KNOx Y, ~ PNIIf1 BOK 1 _ \ \ flflfl DEVGEs ( 'F.M1 Ill)\ ASSUOXUIED dW:s END 2 HRHR WALL _ 1 AL BY nMERs 3' Y _ A T \ \ 0(` 13 \ __ _ TOTAL PROPOSED BLDO R't ONLY TOTAL: SEE CWEW•0'wGS- _ - --_ RTY ME, T �Exn COURT PROVIDED w EMERGENCY LIGHTS PppPE`�' U - rl ( u I -- -- --- 1 MOLD OCPAIN�CYuttPES REQUIRED IR'EU SEPARgTIONS (HOURS) ( l \ _ __ _ _ _ 1 HIR INDNISEPARA SES _ ENCLOSURE OCCUPANCIES I.&C. SEC. 302.3.1) ��aA IO KR" 19 32" '— - - ee CHAPTER 5: GENERAL BUILDING LIMITATIONS — — - - - - - - - - Q DOL ITY \ ` \ INE + RADON To BE NED 76 �� 323 (Cinema; I LIMITATIONS ALLOWABLE INCREASES Ll \ 1 12" 32" TI 76(R2) TAM 503 SECTION 506.2 SECTION SM.5 ARCHITEC 1 II 399 Total occupants BSE cam BASIC MMACE SPRINII TOTAL ATONABLE AREA /2 exits Assembly A-2 C40P I TYPE I AREA \\ I, AT EXT C Rr GT6S �jl =200 occupants per Iexit 5745 S.F. A-2 N-B 9.500 JA40 28,500 41M ratE semb(y A-2 ,1 200 /15 C's ad factor - - TOTAL ALLOWABLE AREA FOR R2 LOCKED SECURITY ____ _ \ DOOR-FINAL auANTRY 2266 S.F. 11I 383 occupants /3 a,oa DDDR S PANG D COMM m BE /1 Mood factor) I====>__ 30 78 = 128 per exit (�-- DEVICES19 fly LOCATION I TOTAI-PROPOSED AREA FOR R2 9.16e `-' ORE CONNECTION DOORSERVICE ate_ 151 orOyp EXIT /1 - I: Provide _ _ _ I _ -- I _ _ ALLOWABLE HEIGHT - FIRE DEPARTMENT & KNOx END OF 2 NR WALL DDDR II = 76 TO EXIT I1 � � BOX II COURT I II Lighting dt Exits sign - - D I T NUMBER OFa M1gMUY BMLaxG PROPosm N1AreEp PROPOSED II u5E CROUP CONSTRUCTION TYPE STOMES A.Ow. 11EG M &LOW. OF STORES BUILDING NOW �M(,\ PRELIMINARY CNE- INA �I A-2 N-B J MFT 1 30'-0' (Ma) II LOCATION 70 II 128 32" 1� BE DETERMINED 11 19" 32" 128 I - CHAPTER 6: CONSTRUCTION REQUIREMENTS 11 11 II II 19" 32 SECTION TYPE REQUIREMENTS (TABLE 601) R(TABLEOEMEN S 1I 602* I' * n-9 - - -- - -- - - BU uwL FRAME D RR E BCYWG 50415 - EXTERIOR 0 Y.2 001: 0 <5 Fl - FULLY BEARING was - mmm 0 I I SPR1111&ERW WN-BFMNG WILL - RVIENIOR 0 Y"2 NR: 0 <5 Fl )6/14/04 STEEL BI ' FLOOR CONSTRUCTION N/A 07/06/04 PRELIM. S ERM.' Assembly A-2 Note: "Note: ROOF CONSTRUCTION O 07/06/04 S KIN GE 1177 S.F. I FEC.Is by ,Tenant Perimeter xit door 1 sHAi N/A 091604 FINAL SHE E MET /15(load factor l Improvem nt package. locations, entified / / 79 occupants /2 I here, to b part of 1 = I CHAPTER 9: FIRE PROTECTION SYSTEMS package. 333��$222 min 40 per Brit tenant imovement I I AUTOMATIC SPRINKLERS AND RE/SMOKE DETECTION PROVIDED TNRaGNOUr I required for each exit , , CHAPTER 10: MEANS OF EGRESS/OCCUPANT LOAD USE FACTOROCC L AREA + FACTOR OCCUPANT LOAD 1- AL2 15 NET 9,188/ IS 613 Ol 'NAM 1 2 3 3.e 4 A.3 A.6 7 (e ? S435220-R2 WAIRT NIA®) E SAFETY PLAN , ill TOTAL OCCUPANTS 013 ME 04 Off (�1}/-j EXIT WIDTH REQUIREMENTS 1005.1) ONesKa6/wAml OCCUPANT WIDTH TOTAL TOTAL WIDTH M. NICHOLS LOAD OCCUP NT REQUIRED WIDTH PROVIDED aRRwI IN J. HOWELL A-2, M 613 0.15 9Y 84' REM (SMELL) m m w 32' MN PER EXIT S. LIPSCHULTZ/L. EVE, (FRONT) e TABLE 1015.1: MAX. EXIT TRAVEL DISTANCE: GROUP A-2 & M " 250 R • Ermre may occur m the TO s� ., W it red e k RU Tho Opas MI Q EXIT COMMENTS & ASSUMPTIONS: :,s,ausibk for any elairns, v Lrj CINEMA RFA! WALL - MIN. OF 1/2 REO. EXITS TO BE FROM STOREFRONTS BY TENANT IMPROVEMENT PACKAGE ^,R°�p upl contain ed Ie �,wising oul 04 the IA RI<e. S (TABLE .1) tic. R RNa m • not oc y ..Nq CHAPTER 29- PLUMBING SYSTEM BLE 2902 'n C, - me Mol as-built condlli t IM 'c f4 "�$�� 'he of the user "� off = yy e A55p n - - - - - - -- - - - - --'r .SFT - E - - 'ayouts, dimensions and r :tsd P"„�",,, 1, j o PLUMBING FIXTURES WILL BE PROVIDED UNDER TENANT IMPROVEMENT DRAWINGS AND PERMIT. .nlormalion. _ - _ E _ _ 1AN --------- -- 1K-•=-- - - _ e This document moy, not uz .r n WOR - oPrN fgSmON copied without pHor writ .. 9, m all r" reserved R2 REM WALL SYMBOLS KEY — Rr Netl -. RLDUDOORS IN STINGING POSITIONS DO ALF _ _ %1 p�1 e RLDUCE REQUIRED WID1N BY MORE THAN HALF NOR / rcalw." O V DD DDDRS IN FULLY-OPEN POSITION REDUCE [}•---- caxSmlxnoR m[ REQUIRED WROTH BY MORE THAN 7'. Opus Nori .E REAR EXIT COURT CLEARANCES DETAIL (__76_E }----- 1,19"a Law d e0m RawFo - I q 1� 2 I - - OR W F1aeh;2 1,.1 ( -L R2 Nis __-_ g1�en }� na MM R[MNIEa (aGauPNll UW . 1. • OMEF E('Rf55 C'aYFpIENI$) (500}116-MIA ERNFLI ---- _ INpUR A1ED NLL m BRIDGEPOR I VILLAGE 2 terms ATTR NNL o BUILDING R tmAnall LJ5 TUALATIN, OR. � vNn tnM BLDG R2 CODESUMM LOT p AI[E1 MRHR 01 R2AC III 7 , _.._. _ _,..„�R,...v..._._.__ -._ WV�fiA'WR-•i ..,..'.. is.-cra:u ...x..a�"..s...m«,...n.+r..,. �. _. __-_--�,_ ------- - .-�.��.�.�.__Ie._.�-.......,.--_ ..� ...._.._,� 1 F ) ; 30X .., A - ,.. �r i f '; 'r' „q''I✓' ' IIP' 7.. _ _ • \I r F:Y l r erq M V,. f , , r e :'- � .< ', ... ,"' ..:..... ..... ... ..r. .. 1. •u.,r. ': _ r., Y _ , „ ...: :. -,. � .. 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', •Y ..-. it '� r h" :,,'Y, m4:s,r ffl �, iFi v!`:rn �Y, ,,. :�' '.�X „ ,: ;r r K. -.: __ W. :u."-,r4niin.r wwral ....,..w_.,..._.w.-,Vr if 1Yi.b,r 9,r[bYr,lYMr.._:._JLSWY.M4+w.aYii,u/i4YAilr"'W.i,YwfN.`.._ �• --__.._-_� ••._4:3u iJLL�..WiWwYriMLYYaMi- 1.4/fWfYYLWt,W'," Wr[w„m�ni.w- dir..viii-' �lilfYl �.,��w � ••. --. .,.,._ ��..�e,._� - „r.. +1+W14Y .,ar..w.-..,r.a.ua._.w,�u.-nr.:,.,r ...rrr --_`_ . rir1,G.n.�u�.t,La-w nir7 ria wi -. W .: �.,„b„�. v„ -` •. •.. eYY JtLbirbY wbdYIYfLAJYWYY wl1w11Ri •� �. •'WI(w�>141'�`"'" ,in",.wv,,,.t.�_•-- �M11 �.xM,w4;a.. inbr-rrrw� :.. 11 / 1 / / / - --- - , -_ - -.- ---. - - / / / / ,� =`J'` P` - GENERAL NOTES - � � OPUS I / / � _ �i `1 I I 1, / j /, f�/ / .. // �, �'- - �. / r-y - / ,'.% / % �/ i _� 1 'AC' DENOTES ACOUSTICAL FIBERGLASS BATT INSULATION FROM FLOOR )0 TOP OF PARTITION. - -- - - ! Opus Archite� // _,I 1, "` / / / ,� / /�• / / -. / i.' % / % r 2. All WOOD BLOCKING TO BE FIRE RESISTANT. P - a' --j s--/ y-y r- ~ 3-- - '/ / , / / / / , �,% / - - 3. EXTERIOR WALL PLAN DIMENSKAS ARE NOMINAL TO FACE Of METAL STUD FRAMING Engineers, Inc. 11 ~ -'� OR TO FACE OF ROUGH OPENING AT WINDOWS AND DOORS . , . I , , I / f - !� '` 2 , r /' / / S 4 F.E DENOTES FIRE EXTINGUISHER LOCATION, VERIFY FINAL LOCATION WITH LOCAL. i - i _ / / /,.i / �Y ,�,_/G _ ,G �/ -. / , ti ,c. _. E `%` FIRE DEPARTMENT 10350 br*n Road West I ._ -... r ,` /' I! / f Y mlonko, rN 53511-Dl t /,, � / ' : 5. TYPICAL EXTEk10k WAIL FRAMING IS 14ga 6' CSJ STUDS AT 16' O.C. / / 'I / - _ .! r , ? w'. 952-656-111.{ / / / / '' - / 20'-6" WITH CONTINIKXI� 14ga. TRA(KS. SEE NOTE 6 FOR JAMB AND (INTEL STUDS. 952•65F 1529 tat i - -- -- , / / . r 6 / / i i .- �.r 7' � �. r/ �- / 1`/ ' ' ... //YY w �� - ! 1 •'D" 12 -1Q" / i i i / c �` /' y,/ / .-_-- 6. DESK;NATES OPENING FRAMING lAMO 3r HEADER INFORMATION FOUND - - - - - 4 / - / / / / , / fro : , IN SCHEDULE ON SHEET A6.t , L i / / f _ / / / q� / S'-0� -8, l'-2" REi15TkAl,Un / /: / - -l0' / t � % P• �` d�i(Q° �4 "3" - / % - It,• i,'l1. /t'-2 ,5' 4" FO.Sil10 19--lo- I 1. ALL TNN LEVEL STORE ENTRANCES AND WINDOWS ARE FURNISHED AND INSTALLED /, / , / / 51t1U ; �_ _. �� f'. /- / /�{ .or /� ` R. f1. i Q �/4 / f' UE F.O.GATE FIRE DEPARTMW CONNECT10N S ARE FURNISHED AND INSTALLED tD Ap /� /" -� ` i t - BY TENANT IMPROVEMENTS. ALL MAI! LEVEL. AWNINGS c / / / } �' / / i/i ' / / / _ / BY TENANT IMPROVEMENTS. ��, �t�� / / / / / a / �- ,e - 1 IL KNOX BOY.. SFE ELEVATIONS , / p ........_.. -_ - .. -f __�- REIw_ 4iIE�p'S li _ / i / /' / 8. ALL UPPER, LEVEL WINDOWS ARE FURNISHED BY THE CONTRACTOR �Cn //� /' t �� f i,/i �// �� THFATf� SEE tIEGAI / / ' l/•_ 5 ALL UPPER LEVEL AWNINGS ARE FUkNISIif D AND INSTALLED BY TENANT IMPRGVEMENTS V LAR�iY D,EVF 4 / � /' / �. _. ri "-,.. 'r 3 ." i , FOR MORIt i / / i / - - 1 R_ r -- C METHANESGAS ER w / l / ( � I / / HENT F'E11 �i PROVIDE WATER RESISTANT GYP. B 1 WET WALL LOGA110DIS / vv 9 'E E' D 0 All r' /. / �I11 2 K� / / 7/ r f �y' r __ _ // / / /' �/' l // '/ i "/ ,1 ° I ,w I I I _ I rIY � - I i I I ' L' 1O. SECONDARY S?UUS SHALI_ BE 3 5/8"MIDI, 2G GA CS1 STUDS 016"O.C. BRACING MINN �iI MN / -� / / / / ____. e: I `�``- c _ _ O 5' 0"O.C. TO STRUCTURAL STUD WALL, TVP. UNO 059 A i x -9__ _ / / _ ; r_T PAl 6 - i / � / / ...! ,y� �,� - '�` ACCESS � 0 4.r I DEEP ;� _r. RIPJTt' . / / J . -- < - - / � // 'i` / , I lADOER I pg _ i' I r 6 - TTG. TYP B • / A _ORD 1 R M AC A U f -- - i4 I ;I /j / r'.,�/, / 1 y / r ' / i I I �, /�r' 1 _ 1 LL-+-I r o m � V SEP (P4 11 // -jJ- .r - - - - ------ - TOR- -O' 11 -- - - -- --- ----- --- - _ - -_- - - '/ i j / 5 fiY - 'br' J � ME�rEG� ,/ 1Y-o" 1'-lU" � ~I I 1.0 ~ �I 1 / / ' _r ! /I" ' ; - '` ' ° 0 8 --- : �11 / - --- ;a 8.6 PARTITION SCHEDULE -- INTERIOR PARTITIONS ONLY 1 / 2 `I, � -- }- TO(Xt- FINAL D1iON / T.O. EXT F i -° `.6 -- - C -- -- -- - -- - - - - - ---__ -- _-- - - -TO BE DET -______ / _99' ll" _ 1 - - -- __ '- . / // I _ / / - _ _ - - ___ DOOR- FINAL -- - --- I /r � CONTROL ROOM FI : - --4. -- ---- - - �� I J i-- 1. FOR INTERIOR PARTITIO11 TYPES SCHEDULE - SEE SHEET A6 I / 'i' / f,` d LOCATION TO BE I 2 HR WALL PER WALL/ T O SLAB FLOOR: SEALER I I 11/' // / / L- D Ry D I - SECTIONS / ttX)'-Ow I WA(l: CVP. B0. (NO PAINT) I I I(y� r� G 2 ALL INTERIOR r WITION NETAI. STUDS 6f GYPSUM BOAkU EXTEND TO CE T - d /' / I PRELN.YNARI' TENANT / CEILING: NONE I I - THE UNDERSIDE OF STRUCTURE UNLESS OTHERWISE AMXoIF1ED / ,/ . II LEASE LINE- FINAL / T.O. INT FOOTING I I ' 1 ��►Apropwrriw, /~ �" // / / II LOCATION TO OF / 98'-0" - 1 �� I II DETERMINED A - 1 S/E' METALS7U SPUD TIONPARION -- --- • I /: / ;,: I I _I�_ ~ C - 9' METAL STS PARTITION eo a- .; _ . _ :: . r, / j .}:.,/. III i i I I I E A D = METAL SlTlp CHASE WALL I _ 11<?5f 1}1B- __ TENANT II // TENANT I - - -{C 8) USE I 10 FIRE DEPARTMENT - n 12 'U I II ;.+ ® TIO J T _ E - IrETAI STUD SOUND WALL F - META. STUD FURRING iv I I l o p l� G - 2 I/2• METAL STUD PARTITION CONNECTION k KNOX BOX. I ° r r f � / I r ; 0 ' 1 M - rrtisoNRr SUMO r--- I ^ \ _ a , }� tiCE ELEVATIONS q - -- -- - co --- =- - - - - - - - -- - - - _ --_ - - S►1iFT WALL -t--- __ -- - _ _ _ �'�' I- _ - _ _ - --- - - - - _-_ - "' I *81 D r� 11 -•) DOOR- FINAL--- - IIIE�-_ /'PRELIMINARY i1NANT 1 - ( -- I -- -- t 1- --- I I I I`1 I /I F ) � a ° r B LOCATION TO BE I I LEASE LINE- E IAA( _ - /__ I A - PARTITION TO UNDERSIDE OF GRID DETERMINED LOCA'K1N TO BE iI }1 _- 1 e = ExTENo GYP BO 6' ABOVE CEILING r. <�y _tet - _.- _ 2 II\ DETERMINED II 1 - '. C - STUDS t GYP BD TO 6' ABOVE CEILING �:� I METIIANE GAS r I II 1 r;a d, �MODIFIER D - Ful HENT PAprrTloN � �l VENT RISER II - -AREA Of RES`k0011 - II I �- �! - -J I I �I W USED E " s/e' GYP OD w/ 48' PLYWOOD W06COI o CORRIDOR SIDE �, eo J TENANT II PLUMBING BLOCK II -_ _-_ lii:i,0 F - 48'nHIGH Cl 9'-0' A I.C H �Y F C C - b' NIGH C.IU wNNSCOTT 1 .r o 1 t r I II LAYOUT VERIFY W/ iI "r-T- - io 1 (CUSTOM MOCkl;.R-DELETE IF NOT USED) I rl io -- •0 -I ) .,1 1 II TENANT I II I I I I I a II ABV „;n A o II 3 38 2 - ___ II METHANE GAS II I biy.a .0 0 I - _z r, RATING , 1 HOUR RATED ____--- __I ---� , �- E --- -- - --- --- I-- ' O s sm RC USED �2 - 2 HOUR RATED �.,I l II _ VENT RISER _ II - VENT JSER - - 1 I I ,'E' _ _ --- Tl - - - - - - --- - I - - -- - - ---� __ --- - - - -- - r - ---- - - E PLAN INDICATIONS -�-- -- - - - - - --- ---- J=-. -- - - - I _ _- �. I _T I I ^ l�- f I I -- I I I I I i I I -- - -t- $ _ - t I- I - - a 2 I Y V r LOCATION OF _1 ABV, � Lam', NOP1-RA1E1) GYP bU PARTITION 1 HOAR ftAfEO GYP. BD. PARTITION _13 11 11 9 6 OUTSIDE OF 6 I 14 10 78 8 7 %B 4 7 _2 ,o 0 0 o I o CURB o 0 0 o SIM D A 0 O ° o rM - -- -- -I A 2 HOUR RATED GYP. 80. PARTITION I'-21- 6'-6`�0 6'-6" '-O 6'-6" 6'-1� I 13'_8^ 9-�6• 14' '4' g'-�g l 13'-8' I 8'-1 12'-O�g" I4'-f1�� tU'-6'80 -l'�4 1U' - ($4 10'-6'RU 7'-8 7'-11J�4• 1 -2` F 0 STUD --- -_11--- - - -- - �- -------- -- -- - U STI -_ --- - -- -- - -- _ -- _ -- R.O. R.O. R.J. R.O. R.0 R.rl. R.0 9'-6' -101. 9'-6` -'-iN.I 9'-6' R 0. , ) ------'---------------- i L..1'_2" ---_---------- ---- -- -- - -- ____ �" 0 UPPER UPPER 0 UPPER Ip 0 UPPER 3-7�8' r F' .STUD I SYMBOLS KEY WINDOW NDOw rrNDOw wl - (3'-3 7/8" AT (i'-1 5/8' Al DOOR NUMBER I I I 1 UPPER W1NDOW) UPPER WINDOW) i ) KE(ROOM NAME NUMBER SHEET A2.1 21'-4" 20'-0" T5'-O" li,'-8" 15'-O' I FOR SCHEDULE -- _ - CSEE ISSUE RECORD 32'-O" 14' X" 41' 4" d6'-8" 20'-6" -- ---------._---____ - - - - - -- 06/14/04 STEEL BID 185'-2" ��-- _- -- __ - - I 07/06/04 PRELIM. SH f RMI. ' 1 ,If) L 1 ( 3 Z.6 4 4.3 4y6) 7 8 -__-PARTITION TYPE WITH STUD SIZE. CA, SPACING k GYP 9D 07/06/04 EXT. SKIN I E �� MODIFICATIONS f0 ATT I PARITTION 'NEKM, GA, IAIFR$ 09/16/04 FINAL SHEL I Viz -�'- OF GYP [IT Afrxi BATT INSUI. LTC N 1 FIRE RATING (IN i4OURS) • ri FIRST FLOOR PLAN T -- -- - - - -- -- - -- - t' EL 100'-0' - 184.00' DATUM 3/32" s l'-0" _____-_.._ KEY PLAN -- -- --- r 6'-6' O R2-108 /'CLR TO FACE OF CMU P J !l O CINEMA WALL CINEMA �c7'-2" 0 R2-110 OR: � j MIN. 1" CLF' TO FACE FIELD VERIFY 4T" : OF ANY CMI) PROJECTIONS i � J y �� 0 CINEMA WALL I � ,r` DESM,N NUMBER I R1 P� I 5435220-R2 --may- � _-.r'-�-___.�-- -1_J PROJECT NUMBER SEE SCHEDULE EI I �� __ DATE ill L EE SCHEDU!. -- WHEDULI. DOUR nF I 07/06/04 SIDELCHT & L------------.---- - A B PROJECT MANAGER _31 10� - "t___-_--1 TRAw3w r-- --------� LM. NICHOLS --- N -T AREAS TO -4 - `--' DRAWN ETr -. __-�._---�f MVE c> - 11 I ATTACHED L LANDRY ' PREFINISHED CHECKED BY Ll 3 ALUM GRATING. \ S. LIPSCHULT7_/l.. EVER ; � Ly' `5' - `" a C D a Errors may occur in the t n „rl of N � / elecL'onic files. The Opus c re rot I I responsible for any claims a es or "' / expenses arising oul of the ri; d use �__ _\ o - IJ / IIIII-- --- ----- of the informatic containe le I-onic files.011 , D2 0 LF-71 C7 • Electronic files may not oc ly ,r HOLLOW METAL ALUMINUM HOLLOW METAL AOMINUM PLANT BLACK COLOR FINISH the final as-built conditi t rlT• PAINT BLACK COLOR FINISH H E F �_-�1-_9 responsibility of the user a I, all DOOR/FRAME/GRATING J IV Iayo,Its, dimensions Ind Irri information. pt1l1RS - - --._- - FRAMES - - - - - -- _ - • This document may not uE , M copied without rior writ cc ,-nt. --- ---------- - - - -- - --- ...._. P P rS) rill riglds (PSlrrved ----------------_- DOOR AND FRAME SCHEDULE � olq'� -----DOOR ----- .--- ______ ---- - 0 �Q - - � O U � irspond for � SIZE FRAME HDW FIRE 0 a <-'>--' dQ``� N I04 DOOR NO WD HGT TYPE MAT_L TYPE MAIL NO RATING REMARKS _____ 0 G *. (�p or 1i2-101 3'-0" 7'-O" D1 HM R,1 _ HM 9C _90 -- __ y W OPU fT 82--103 3'-0" 7'-0" Di HM Ft HM 10B 90 -- -- -- - � / �4 Opus Nufthwe 1_.( R;?-105 3'-0" 7'-0' U1 HM F1 HM IOB 90 -- -- _ �0 R2-107 3'-0" 7'-0" O1 HM F1 HM 108 90 -- I000 s W. Broadway, It r, R2'-108 4'-0" 8'-0" D2 ALUM R,2 ALUM 68 -- PROVIDE, CYLINDER LOCK TO STREET SIDE PorMane, Oregon 97' R2- i10 4'-0" 8'-0" D2 ALUM F2 ALUM 66 -•- PROVIDE CYLINDER LOCK TO PLAZA SIDE -_ _-_ ____ __-___ -__._._.. - - -_-_ (503)-916-R963 R2- 3'-0" 7'-O" D9 HM R,1 HM 10B - 90 -_- - - --- --- --- C7 cc PRO,IFCT _ --- ---- -- HARDWARE GROUPS - o BRIDGEPO DOOR NOTES: GROUP 1 GROUP 9 EXTERIOR SINGLE CROUP 10 I` XTL_RIOR SINGLE GROUP 17 PAIR LATCNSET t. HEAVY`-FflfY, HEAVY--WALL ALUM DOOR w/ POLYCARBONATE BAFM GLAZING SIDELIGHT I VILLAGE ALL HARDWARE BY DOOR SUPPLIER - EXTERIOR CIi OR wtx,D �- EXTERIOP, H UR W00D DOOR---- (iipr�._. . NON-OCCUPIED) - - AND TRANSOM FRAMES w/ ALUM GRMING ATTACHED. ALUM GRATING ATTACHED TO DOOR. � BUILDING R SEE DETAILS 7, 8, 12, dL 13 ON A4.10, PLUS DETAILS 8 & 9 ON A5.01. PROVIDE LOCK GROUP 7 (BY ALUMINUM SUBCONTRACTOR BUTTS PER SPEC SCHEDULE BUTTS PER SPEC SCHEDLILI: AND TAMPER PROOF PANIC DEVICE O INTERIOR SIDE 0 i EA CLOSER/STOP (LCN 4041 SERIES 1 EA RIM CYUNDER SLHLAGE) 20-022 BUTTS PER SPEC SCHEDULE --- ---'- --------- -._.._.-._-_..--- ---------- -.----__ __--______._ CV LOCANN (EXTERIOR PAIR ALl1M1NUM ENTRANCE) i EA TNT?ESHOID (REESE S245A 1 EA CLOSER/STOP LCN) 4O4t SERIES 2 EA FLUSH BOLTS GLYNN JOHNSON FB-6 CHAIN LINK GATES � TUALAIIN, O ,. 1 SET WEX'FJERSTRIP (REESE) DS7.0 I EA PANIC DEVICE (VON DUPRIN) 1 F.A DUSTPROOF STRIKE ((LYNN JOHNSON) DP--2 -- ----------- - ------------..-_...-__-__--_.--_--._-.----___-_.-__-_---- .------.-------,-- BUTTS PFR SPEC .CN) 04 OR HEAVY DUTY PIVOT SETS 1 EA SWEEP' (REESE) 772A 1 EA THRESHOLD REESE S204A. R2-102 PROVIDE LOCKABLE 14AAROWARE - 5EE HARDWARE GROUP 1, 2 CLOSERIBR (LCN) TH SERIFS 1 EA LEVER MORTISE LOCKSET SCHLACE) (REESE) 2 EA �R STOPS PER SPEC PROVIDE DROP BOLT SET INTO SLAB ON LEFT, INACTNE LEAF. � FaIFF1 II 1 + kUMINUM A L9050 fOFFiCE ( 1 SET WFJITFFERSTRIP (REESE) 0S75A 1 EA UICHSET SCHLfIGE L901U d EFP5----- ) i EA SSP (REESE) 772A ( ) 1 PAIR IN 6'-4 3/4" OPENING WIDTH IT 8'-0` OPENING HEIGHT Q , -E-RFv0v eB MULL"- I EA EXIT DEVICE (VON DUPRIN) R2-103--PROVIDE LOCKABLE HARDWARE - SEE HARDWARE GROUP 1. ------- - ______----- ---- 0 B I-D C R2 B. L9070 tCIASSR00M) -+ 1 FA RIM CYLINDER (SCHLAGE) 20-022 C. L9080 (STOREROOM) A. 99 NI_ (PUSH/PU_L 2 EXIT DEVICES (VON DUPRIN B. 99 L ((EVER LATCH PROVIDE DROP BOLT SET INTO SLAB ON LEFT, INACTIVE I''AF EA PAIR ft p(!W M'�rnN bowl oil the pIMn .eP�+ a) 3 EQ PAIRS IN 18'-0' OPENING WIDTH K 8'-0" OPENING HEIGHT W d cow do"$W nce Tom*tt»&#A*v�,N*MR � F I IRS)-( E LO P l..At�1 A. 99 NL (PUSH/PULL) C. 99 EO (EXIT ONLY-NO CYLINDER) N t B 99 L (LEVER LATCH) L_...�-_---- -- _-- -� _- -- ^_._._____�__.__-- _-._.. NNWnA1M nIRIMn01lMI oelwflN011 d Mro►e En OIIMA pUer, Ln C 99 EO (EXIT ONLY) P111M1 d@W�0r ftfil�'*'iD, ,101,4 W <, L\ - Y-� - - - "01 NCO Orlt�0111)IIMO IildOr aA1KT in 1110TN011 d Q - .- ------------.------ -'----._-.------..------._---- - �ORK1M!AT'(Ily raw��of MIO SNFE'T NUMBER �•� MM ftft"101.0./dMO. O . Q_ . _J i _ _j R2 ai ...1_____-.1_"_--___. . ___ sv~ Im" y � - 11 ----.1-1. I No 1111111i ,�,,_ I----- --.-- ____ - _ ��---,�....'�--..,.....".".",-- ��. T�__ I -j- ___ -_ ---- - 1 , __ I I I - . - 11 ,, -1-1 11. - � .- I- ` . - . -11 " 1, . ...,� ' �.,,.n 1 L ,1'k'h.;KLT,:Ytt1f_f,.tL*'.14fdMJ. 1Md�il dl'''L')'4�1NT4dL:d"'Y$i. 1`+A'utt.:�2W.r':W % ,. ii1 '.: I '�,: A P cxt i f b5 r:r , 3 §T3 , t:l G A:, ?3 1, y (: Lt ;b'" i� I ___ ,30X r' . � . . ,'.�T',f',��:�',�.�' � I.Z" M I I _.. . I I � .1 .. , I .1 ... : I—' P' m . \ , ,i p'-1IIMN13RM1 . : a y, "111111_ r. r^.,, ly, t 1,Cil ..I IY .:,,, �a, x: V:, �. . 'J' i, P 1-11 , .. .`. _ r A4 y. K' 7 r, { qxn� { ,C it J y ,.. , 3it,N1, •v OP Sz t y t r y , Y. 4 „ fi ..w.w.w._'.. ..:;.....,.t. ..."{a,:..a. ::.:.._. r..w'crr. ... .,..........,.:.e:......::u..',r, ...a.'ri,W'..,.e..,,........,.u.,,.a.a..,..>......,,.:„:.....,v...,...i.... ,....uv,.w...ru......,awa.,..,w w,.+,......”-. - w.,+..wr,.wr..- 1} r�.ar.s.....w—..w..,..,...ir.....,.......... .r,_...r-•-_.,.,...................r.•.«... ...u,....r..,... ,...w..r.r.—.wr.,..:eu.n.+. .,u Deco r .•...r.0 x.n y.,...i,:...•,.... .... ,. ........,._..__....,.; ....::..u..,, .,r.�..�'�r�.s.. _.,...,..... " Ytvl(rtL+u1Nn - arva".5►.ri•. 'v' .. ._._....._.r,:.�-•. .__._. -- ....-_, .._ ._._. .:. r..,.r,.kw.w.• :. ,n - ar•.+..,, e Opus A eats - - DECORATIVE SUPPORT L/ r- -- Engine nc. _- __ l / / ///' / '/ �� _.-� / ,' f • / /%/ 1 OS511 'Bran R I - ALUM. SILL RECEPTOR - - -I a / % �/ - ' / / / / VERIFY WITH TENtiVT .� , / / / 9 2�ka� -0 0 PREFINISHED MTL SILL` ( 1 1 / / �� ` i y / / / / , / /_, % / / 94?-656-1111 (PROVIDE ENG DAMS) I a , , `-r- -� - �'�: r�. _ /�,� / / /% / / ' ? ' / / ;' i -122 -0 m / / / / - - i/ / / i / / f, "r f.O.PARAPET ' INTERIOR GYP BU o � ----- - - ------' I SEALANT -- TENANT WHERE I I ( WBP C14 7 7' " LECORATIVE SUPPORT -6' kEczSIRAiK)h / I 94 - - - - �' _ _ _ - - - _- _- - - /i / / + 2 DFP 119 6" '� C, DECORATIVE SUPPORT r ,�� r � •��/..-_!"„{� / /'• / � /� I � 1 ��J G. 'fYp T 1 r� „� � -z.2 , 5 �' ` •� LARRY C � -- A 10'i WyCEms- �IN� X, DG KATIFORV UNE OF WALL r -0 4 10 BELOW I R TYPE 2 METAL - O ��' 0 1 CANOPY, PAINTED / / / . / ( / f/ ["04 I I k w W/ GLASS TOP / ' 0 ,/ I LOFT T.dRETURN EXTERIOR A RN INDICATES 98 130DRIP MOLD W/- T.0WEEP HOLES TYP - c c CEMENT a r1,I / / / / /,'/ I i / / / ;% ` / OJT UNFT ZONE. P4 E AT STUCCO SOFFITS � I I I , 'r !, / / , / S” PLASTER SYSTEM I I I " I / �/ / ' I / / / ( / /� IP T TI t3UAkU FI PLUSH OUT -lt „-+-� f I I / / f% / N T INSUrr - % / _ / TO INSIDE F.O. f -ETCHED LAMINATED GLASS ' / % / ,i 11 CASING BEAD----- STUD (TYP) IN STRUCTURAL ALUMINUM w I a;t:I I RAFTER BY CANOPY 1 t 22'-D' -- ( - r / I) j C;E N T E I SUB-CONTRACTOR I - ^ T.O.PARAPET 1 ` , I� C- I 0AK n " --- I - -- -_- �I r A2.2 I �c, l �- — RD ® (0"-116'-0 7 , SILUNEAD DETAIL aD 6 -116-2" -0 17 - 0�10 i- -�- - _--_ - -- - _ _ FULLY-ADHERED THERMOPLASTIC I - - -T- ' v _ - DECORATIVE SUPPORT POLYOLEFIN (TPO) ROOFING OVER MECH � DRAINAGE LIFE rORMED +12 1/2"122' O" B� WARPING STR1CTURCSLOPE EL ( ). y r - - - I 1 T.O.ROOF SEE STRUI_r RAL. DWGS o (117'--0 112 H UD 11I i i t 122' 0" I I , SLOPE 1/4- PIER FOOT MIN A2.2 3 l O ROOF +0' = 116'-0" 1 O.D. ------ DECORATIVE I 1 -� DECORATIVE SUPPORT ) ;!I a. 8 I Fil`ra• I Ui � . I A2.2 5i I � i �K � _,, ( S I I I .z +g• 2 I I +12 , 1 r LI — - — - aARCH TS - - - - - - -- __ - - - - - - - _ -� ---- +? I I T.O.PARAPET 125'-t 0' _ -- --- -' _J 2 moo, P 2 T.O.PARAPET i I (11 - o Ai+o- T.O.PARAPET (116' 10') A22 3'-u I TYP —. - F O.STUD - - v I ` �. 1 . I - -1215, DECORATIVE SUPPORT 9 I I I I I I F uSTUCCO SOFFIT. I I I I ?v 'c 2'2 A2.2 I 1 II I SEE WALL SECTIONS - ----_._...--- - --_--�{ -- -- - F 1 II I -_ TYPE METAL v CANOPY, PAINTED W/ +� S TOP N A2.2 � I I i -- '� � •^=9I DECO TIVE SUPPORT ROOF PLAN of a I I - TYPE 2 METAL ' - ---ETCHE LAMINATED GLASS -----f"' BUILDING R2 3/132" = 1'-0" e I I I MARQUEE, PAINTED - -L- _ - - IN_S_T4JCTURAL ALUMINUM w I W/ MTL. TOP WWF TER BY CANOPY .� DECORATI SUB-CONTRACTOR v COMPOSITE ALUMINUI.' SUPPORT 2 EQUAL PANELS 4` PANEL IN STRUCTURAL -- - -- --- i / .-BACKER BY OTHERS _ ALUMINUM RAFTER BY 9'-0" 3 -t 12 I F J CANOPY SUBCONTRACTOR --" --- -- _ -_ I I I SIGNAGE BY TENANT ISSUE RECORD ,EE STRUCT FOR STEEL 06/14/04 T IC SET I I L' I Az•2 8 '' i �` [SHAPES AND SIZES 07/06/04 PRF_- ;HELL PERMIT 07/06/04 EYT PACKAGE �► i � � e ✓ DECORATIVE SUPPORT R00 8 ENLARGED CANOPY PLANS TOP PLATE ELEVATION �.� SItAPES AND SIZES SEE STRUCT FOR STEEL 09/16/04 FIN 'FLL PERMIT j C BUILDING R2 1/4" 1'-0' � BY SUB-CONTR / ^ - p STUCCO SOFFIT. I- I I -___-._ I I-STRUCTURAL ALUM RAFTER _ I � SEE WALL SECTIONS I I I 4 -0" �\ -8Y SUB-CONTR -�I, — I I - - - -- TI --- -- - --- - - I, --- - -- - - - FINISH A) FROSTED LAMINATED GLASS '+P- ---__- EDGE OF G �� I OPTION: r J_; = _ - = _ _ _ _ ___-�_ A'-O_ - �� t ) tea' A) FROSTED LAMINATED GLASS r . n r 'i r `n B COMPOSITE ALUM PANELS / L---r 7 _SEE PLAN I B) COMPOSITE ALUM PANELS --�� VARIES ;V IQS 6_ }/ 1" -SEE PLAN SEE STRUCTURAL. SEE UCTU AL _,TYPE 2 METAL TYPE 3 MEACANOPY STRUCTURAL ALUM. RAFTER TUBE STEEL FRAMING MARQUEE. PAINTED PAINTED W/ LASS TOP - I I -BY SUB-CONTR v �- / MEMBER-- SEE STP,UCT. W/ MTL TOP - - GLASS/PANEL EDGE Il YiA NUMBER - DECORATIVE SUPPORT BOTTOM PIATE PLAN __. -- ROD ;TOCX AND SEALANT AT --COHPO;ITE ALUMINUM- -- -- -- -- -- .. �'� ROD STOCK AND SEALANT --- -R 4 EQUAL PANELS L PANEI. IN STRUCTURAL - 3 EQUAL PANELS / 1 _ ` -- - --t �-� OUTRIGGER PENETRATION HUMBER - - --- - ` ...-.. T; ALUMINUM RAFTER BY I I 6'-1 CANOPY SUBCONTRACTOR 4'-9y4 I --.f - --_-'_-- " 14'-0" \, 12'-0" 43 i 1 I O DATE -SIGNAGE BY TENANT I - - ---_---_--- 1 - _ ( 1 I 07/06/04 [HED LAMINATED GLASSSTRUCTURAL, ALUMINUM ( �' 1 - 96 0 ROU - - "� aRcvECT tAN�(IER IN RAFTER BY CANOPY W/SLIDING TUBE \ ^ Y. NICHOLS A2.2 SUB-CONTRACTOR n .*.. ♦ 10 1 �. gr r SLOTTED HOLE R?A2.2 L. LANDRY � CANOPY CAP I � .,cVEL CUT TUBE 5TL _ _ IN PLAIE Ill��' - - VA.PIES -- IL VARIES OUTRIGGER W/PLATE TO CHECXED Br ATTACH TO ALUM CANOPY TUBE STEEL FRAMING SEE ST'?UCTURAL STRUCTU AL BE WELDED ON OUTSIDE. S. LIPSCHULTZ RSUh BOTTOM PLATE ELEVATION MEMBER END AND BOTTOM- WELD ENLARGED CANOPY PLANS N ENLARGED CANOPY PLANS N /�- DECORATiVE SUPPORT DETAIL Ct�NP SECTION I CANOPY SECTION SMIOOTHNTS IO BE GROUND c • Errors may occu h transmission of 11 BUILDING R2 1/4" 1'-0" BUILDING R,2 1/4" 1'-0" 6 TypeL Only (Deornor) 3' 1' -0" Tyeomor) 1" = 1'-0' Type 2 (Deomor) 1" _ ,'-0" eIe rorlic flea Th r,piniea are net responsible for a domcoges or expenses arising If mnuthotited use of the informaG t, 'n,J electronic rri.a. • Electr nie file; t -curatety reflect the final as-b M 'IoM. It is the .RI responsibility of { "r to verify all layouts, dimens o other related STUCCO TFRMINATIONT information. STRIP -_-� VARIES • This document t be msec! or \ SEE ROOF PLANcopied without „Itten consent --POST PER STRLICTURAL I 2 DWGS FOLCT ® all rights rr,5 R POST OWGS I ^2.2 LOCATIONS !I ,--CORNICE ABOVE 1 -SEE ADJACENT WALL SECT. ( - In k" _--„---- _ �� FOR CAP CONSTRUCTION I F'� ca I ARIL RAPFZ �: -- T.O.PARAPCT I 0 Use W °' a 3 ___ ___ I -_ � �VARIES- �� - ,...it I SEE WALL SEC 1 �- E- * - GIRT. SEE STRUCT. DWGS �1 -- - I t I I I I I I -_- I/1" FIRE RESISTIVE SHEATHING AND w I k. - - _ TPO ROOF MEMBRANE 'VER OPU F1' est L.L.C. S 3 1 1 I 13 I 0 C HALL TYP. 18C.A. 6"CSD STUD /�1 1 t F FRAMING, O 16" O.C. � \'�� I 'u'y - --SHAPES At WAIL WIDTHS VARY toxo S of 1, SYs. I 13 _ Pool c on ,03 _ I I PER ADJACENT WAIL SECTION. 1/2" FIRE RFSISTW, S14EATIIING AND--- --�� --- nAR/1PET WING WALL LOCATION I SHAPES Ac WALL tYIDTHS I I o}r F� TPO RO:)F MEMBRANE OVER F --� SEE SECTIONS FOR SPECIFIC TOP OF IvAL-L I TO BE ALIGNER W/TYP. EXTERIOR I I I I VARY PER ADJACENT I I INFORMATION WALL FRAMING PER + INAI_L SECTION. E FAN DETAILS SHT G�.5.01, TYP. I SEE SECTIONS FOR U - _--- -- _ / I _ i 1 fl- --STIJCCC ON WATER dARR1ER, ,f-1 U�+IcI I I SPECIFIC INFORM.ATNIN 5,18" DENSGLAS5 SHEATHING � �RI D� RT La ON 6" STEEL STUDS &; - - - _.--- -` I -----------T-- I - ~--1'.ARAPF F WING WALL LOCATION h TO BE ALIGNED W/TYP, EXTERIOR ' V I LLAG 4 5 ( I I 0 I , WALL FRAMING BEYOND. SEE ct PLAN DETAILS SHT GA5.01, TYP. O B U I L D I !: 115 N x:nlKia I ,o TUALATIN, 0 l i ----- --------- .- - L_ tFFj TIT E t I 1 FVWlt S SFE ROOF PLAN m♦moo BLDG Tb I 1== ROOF A v & CANO P I.-.ANS --- _ Lij _j I - - - ------ -- ---._.._ /-- � I 1 1 p SHEET IIIIAlflER r , DETAIL AT WING WALL TYPICAL ELEVATION AT WING WALL TYPICAL SECTION AT WING WALL R 1 �! F .r„ e r„r;5y r: ..n� ,ts 1,.+, c,: aui:'.,:;L - Artlraa :� :•i rl�n'.raPTr'n1SA�xi#a,l-�t� . P,4 , t - 1 -O 1/2w xv 1'-0” 1 2" \ Q- -_— -- • 0 T r: X a Set 7, FIT 3 t'+.;t7.'�ti 'c ;�S;�ti.(a`,. R' t ' hi- ,r' r,i . ..fir. R'h .:c•.. -o.... y a i _ •r , y ., �¢ r 0 ...a"rrr.,a.wr...«;,s:y,:�::�irs�b.s;.:..�:,.,.. - .A;,.,,. ...,......,, a.,.._..".s'rr,r—��,M:Asa:y►s..�c!d!�ItNt'�ltigii�la..`_.:T�..��+A41ii tita`r�� r +,r.t� iar�l�.�ti�'S6�hI�'ll.r...:-.•,.:Mi •„.:.j...u:.ai.a+.::+e:+1�Y.a'.:ls-.«...�.....r-.u...,.w:w..:.r.+.a:Awa..w.+e+�waA�yal=�'�-"�'��1�.�:Y<�a:i..�.iCwwr►a..r.ww:�w++e,r•+-,ur..+,.y,.rw..,w...+wwr+tirruwr,..`+.ww � uu..(�twws,ur.r - ..__..wwwr.� ---- --- - _"_ : .. ,.•..� .---"o"'.'.WYJ..�«.Ww+:IraWrYlla �....A�s.i=� w+..v.:,...............-.,.... ON ORDS® Opus Architects & I� G6RI� RI,� REngineers, Inc.1 � E� � E� GENERAL NOTES RIC> 1D&W bran Toad 'Nast SEE SHEET R2Ab.1 FOR BS n n1,m 55w-ol Io T.O.PARAPET -.�_--_ 952-656-4529 fax EL. 130 -0 - _ T.O.PARMET -3'--""- _� WALL TYPE DESIGNATIONS -- B.o.QIRT EL- -o _. _ -- - --- F. I � I SEE STRUT,T. OWG _ SEE_ STRU,:T.T. N DWG SEE SHEETS R2Ar.1 1-R2A5.14t� FOR PROFILES REGISTFtAIION ,9 19 ED A 1 I 1 SEE STRUCTURAL DWGS FOR COLUMN TYPES AND SZE Sr..� LARRYARY G E I 0 ✓ I 2. SEE R2A2.1 FOR JAMB AND HEADER FRAMING W DESIGNATIONS CL' 3. SEE SHEETS R2A.3.1 EOR MATERIALS AND I.MINN LIS,SIN�• III FINISH DESIGNATIONS 059 ------- I I 1 OF ORti I FA.PARfi 0 _ 2 F O.STUD - 2'-3` I SEP 1 6 p I I I 1 r � I I (T' TH 2•_�^ I t 0AR prop•rtrea, l t F.O.STUD s I -- - - I_ , I I L I IL I i I s5 LA I -LADDER GRAB BARS �� \ SECONDARY STUDS SHALL BE -? 1 PROVIDE DRIP- 3-5/A_MIN., 20 GA. CSJ MOLD6t STUDS 016`O C. BRACING 0 ;.� ------------ I SECONDARY STUDS SHALL I I WEEP HOLES 5'-0"O.C. TO STRUCTURAL ` STUD Kt'LL, TYP. ONO BE 3-5/8-MIN., 20 GA. i I I CSJ STUDS 016"O.C. I 'k(,("N Q'Q'2, 'V' BRACING 0 5'-0"O.C. CL o FACT I -SLOPE '/2" PER 1'-10" TO STRUCTURAL STUD l 1-1/2" GALV BAR GRATE / �- .� .. TYP UNO lYP F.O.STIJd I WALL, NP. UNU I PLATFORM 3/4' MAX. / / eA5 I r�_ ISPACING '� - r ` - /2" THK FIRE RESISTIVE PLYWOO,') �-FOR HEADER do JAMB _ __-_-- -1 -8' T.O.PARA-PF_ _ T.O.PARAPf7 ` I w� 1 EL. 119'-6 1 EL. 119 -6 EMBHEAIRANE AND OVERTPOPROCFOF WALL It I DESIGN, SEE PLAN NOTE�6 F.O.STUD -�3"xt/4" STEEL STRINGERS -i D SECONDAI Y STUDS SHALL 1 50 DECK EDGE-6" - ---- -- - - a a BE 3-5/A"MIN., 20 GA. 50 - _ (GALVANIlED) �, F.O.STUD - CSJ S11JDS 016'O.C. - ` TYP., UNO pDRIF I I I BRACING 0 5'-0"O.C. 15 TYP. MOL-� Ac_ 1 TO STRUCTURAL STUD I / AS.15 ; WALL., TYP. LINO - I i MI T.U.OPEN'G \ WEEP HOLES MECHANICALLY ADHERED _ f EL, 117'-6" /0.060" TPC MEMBRANE Oil T.O.DECK I ' T.O.DECK R-25 INSUL. VARIES. SEEP N iI r, _ - - -A-" - _ VARIES. SEE R OF P N i _ VARIES. SEEP N f T.O DE K _ _ T.O. T,O.DECK k -J ROOF STRUCTURE. VAIRES, SEE DOOR PLAN l �- ---__-_-- � VAIRES. SEE PLAN SEE STRUCTURAL DWGS. ' I DIRECTION OF STRUCTURE I t F STRUCTURE. MAY VARY SEC $TRUCTURAL DWGS. ( PFSTRUCTURAL DWGS. I � 7ROOF STRUCTURE. DIREC"T4ON OF STRUCTURE i DIREMON OF STRUC. ROOF STRUCTURE. - I SEE STRUCTURAL DWGS. I MAY VAR2Y,\ MAY V I I SEE STRUCTURAL DWCS. DIRECTION OF STRUCTURE I( _ I I " DIRECTION OF STRUCTURE MAY VARY ISMSPANDREL GLASS W/ R-19 MAY V RECORD INSULATION. I I \\ I I I \\ ' —1 -2" F.O.STUD \, 06/14/04 STEEL 810 SEI F.O'STUo\, I TYP' LINO \ / 07/06/04 PRELIM. SHELL PE ( MIN. \ TYP 'INC, �' '�` — ✓ 07/06/04 EXT. SKIN PACKAGE ALUMINUM WINDOWS BY BASE � , � �... 09/16/04 FINAL SHELL PERMI 1 I' BUILDING CONTRACTOR 13 I I �'te li METAL ROOF ACCESS LADDER PER PLANS Ole I I I , I I I I � -- _ FOR HEADER llc JAMB - " -� _- I I BTT INSULATION (R-19) I BATT INSULATION (R-19) SIM E 0 OP jN'GO �- ----- I � DESIGN, SEE PLAN NGTE#6 e I I 3/4" STEEL. RUNGS - _ (7A I I I . EXTEND THRU STRINGERS AND WELD (GALVANIZED) 1 STOk-FRONT SYSTEM BY TENANT I I GYP. BD AND VAPOR I BARRIER BY TENANT .� `v DESIGN NUMBER PROJECT2NUYBER 20-R2 14GA.,6" CSJ STUDS I 14GA.,6' CSJ STUDS O 16 ✓ ^� I I - I I I u I I 'O.C., TYP. O 16'O.C., IIP. __ -- -- --_ ,I C) I I--w M_) I 1 O I I 6 0 DATE -FOR HEADER, k JAMB •- o 'v l 7' � I ao r.^ I 0 /06/04 DESIGN, SEE PLAN NOTE#6 - 2 I �^ I / I 1 -� - �\ 2HR RATED WALL RodECT MANAGER )A SEMBLY DESIGN No. M. NICHOLS a I I I 2 U425 NONBEARING WALL. 6 i I I I I V UT L. I - I SEE PIAN FOR EXTENTSLANDRY - I T� T I I CHECKED BY EL. 1 EN'G _ - LL J S. LIPSCHULTl_/L EVERSONEl-. Ot 2 12 - _ • Errors may occur in the transnuss-on electronic files The Opus companies are Z I responsible for any claims, damages expenses arising out of the unauthorized '..' of the information contained in electr STOREFRONT SYSTEM (A- BY 2FAY TENANTT- I files. T� SEE 1/R2A4.OI FOR ' • Electronic files may not accurately refl a' 1 FYPICAL NOTES I --_ I /��\ 2HR RATED WALL ! the final as-built conditions It s lI I - -- ASSEMBLY DESIGN No. r r I I - I \2 U425 NONBEARING WALL, responsibility 1 �� I I res onsibilit of the user to ver fy SEE 1 L NOT 01 FOR �v SEE SHEETS information. I � ✓ SEE 1 R2A4.0 i FOR SEE PLAN FOR EXTENTS layouts, dimensions and other rely TYPICAL NOTES �_ I I I I TYPICAL NOTES �R2A5.11-R:,�5.14 • lhis document may not be Li-d I _ r I FOR PROFILES y ,. Copied without prior written r ;P 0 1 z `- 0 aN rights reserved I _ PIWO for l ~� T I I PROVIDE METAL. LOCKABLE /1 OPUSO I I SECURITY POUF.. ON HINGE e Opus Northwest, L.L.C. SEE STRUCT. DWGSFOR TS OF 1 I CONCRETE l 1000 S.M. Broadway, Sulfe 1130 Portland, Or*gon 97205 I (503)-916-8963 r 20 s1C II 20 3 1 I i F I A6.15 I I A6.1 s 5 5 2'--1Q�" w - --- Aa.ts 1 ' SLAB EDGE -- ---`-/-- r _ tSLAB EDGE __O^ 1'-3 1 -3" r PRUIEc LAP EE1IE LAB EDGE BR IDGEPORT EL.100 -o"FF 0'-011. SlAB EDE 100'-777 EL.100'-0"F.F. to I -- tt' 76 _0L E10 -o"F.F _L-- I VILLAGE o BUILDING R2 NJ —— "' — \— _ S•— _/ - — — — - LOCATK COLUMN ROOTING ' j COLUMN ROOTING TUALATIN, OR. --T�— L �= / I I \\ .\ \ ` ND. ` SES \ Sr0UCT. gWGS w _< _ J I_ / \ I J' S OCT. WG \ BEYOND. I SEE Q) SHEET Trl_L ..✓ BLDG R2 \ WALL SECTIONS LIJ 7 � WNALL SECTION WALL SECTION �- Q SHEET NUMBER ----- - - - - 5 TYPICAL?. HR WALL SECTION AT EXIT CORRIDOR NORTH ELEVATION WALL SECTION o R2A4mO 3/4T" = 1'_p• 3/4" - 1'-0" SEE ELEVATIONS FOR LAQDER LOCATION 3/4" 1'-0" NON 2HR RATED 3/4' 1'-0" aM ..ale+111- •^+sI.MMgIrM.+YMMuu r.,,y„ «, +"+.atlargfut.,yy • t i 1 w L' 30X LL - ,,, ,.. -...,.-:..:. . 7:'w'i '.4 ... nn, ..., 4 4.2 ,,..;,k-., T!�t 'T.ire,.. tl sy,•.I.,. ,I.L.. .!„ {:� :Y^ TJ'1" h ."A�'. ., ti - r i�..•' 1 IK'-, a'.:,R4 ...-•.!rr- AjA JRA L , I r {9 ..: l ..ta,_.....c._:...-,....,, ...: - .jZ,,+-. N,y•. ,r....AvcNi.,,.:...J..c...u...,.,-r-..... • _ - , rugk , • i/ ,�� 7 { , r, a�'�.r.':!.°,�lv!11Fr,� *s'rls�N°h.�Ahtmpa�;fl�"•J�"�Wfys'>��%�•.�, as r, �. = n ' { k Y y , ' n Mik li (i a�'YY##Y"I[y ..�'.a.,✓--..na.....w,WWW '. fir.' .- 4.. -... ., .. ' u yr :� •. -. _— .._.s cam.-•.ww�.-...r .v. -.: r J+NW•• „ I GENERAL NOTES_ - -_ ON opuses SEE SHEET DES!r" FOR 'HALL TYPE DES;:,NAIIONS Opus Architects 8 k —1 -•-� n Engineers, Inc. CE / E F 1 EE PROFILES 2A5.1 1-R2A5.14 R !/ 10350 &en Mond Wen: MInnetonku, MN 5543-0110 952-LU-4444 1. SEE STRUCTURAL DWGS FOR COLUMN TYPES 952-656-'4-'29 lux AND SIZES I I 2 SEE RZA2.1 FOR JAMES AND HEADER FRAMING - DESIGNATIONS I Rf iaSTRAIION 3. SEE SHEETS R2A3.1 FOR MATERIALS AND .A FINISH DESIGNATIONS I LARRY 0 E' ;N MINN LIS,MND d 59 � I CL . r. . ... - --- - - --- -- - ---- SLOPE TYP SEP I Z T.p PARAPETT- EL $' 6'-3" El. 126-0 i I I I st I I' I (TA LR _ - _ r- _ T. .PA T.O.PARAPET --1 - - SECT)►VARY STUDS SHALL BE _ —= -' - EL. 12i-6 EL. 123'-6- I ( 3-5/8'MIN., 20 GA CSJ STUDS 016"D.0 BRACING 0 5'-0"0.0 TO STRUCTURAL ' _ _ I -- eb I •s _ I I STUD WALL, T(P. UNO 1 , T.O.r200F I - 11/2" THK FIRE RESISTIVE PLYWOOD I EL. 122'-0' SHEATHING AND TPO ROC! MEMBRANE \ I �✓ OVER 10P OF WALL X4.1110 N\ _'X T E(CT�STANDING SEAM METAL ROOF ( ( i i d ft 6_' , W/AGEAN COPPER FINISH i4 r60I F 0.STUD THK FIRE RESISTIVEz'-o" Fo.s*TUD E PL`"WOOD SHEATHING FOSTUD - - -' ----- --- -- r` ' !I I •k fi AND TPO ROOF MEMBRANE I I k OVER TOP OF WALL I Y 7" DECK E TYP UNOI F 0 STUD 15 TYP. e MECHANICALLY ADHERED \ 1 A420 MECHANICALLY AD!'ERED 0.060" TPO MEMBRANE 0 060" TPO MEMBRANE i ON R-25 INSULATION 1 I PROVIDE SDRIP _ ON R-25 INSUL. 1 T.O.DECK T.O,DECK _-- T O.DECK WEEP HOLES VARI S, SEE ROOF DPLAN k VARIES. SEE R OF PLAN ( _ < 1 Ell , VARIES. - - - I — -_ _ — ■_ — � I I �- VARIES. SEE PLAN I R-25 INSULATION I " � 498- ✓" , ROOF STRUCTURE. � ! _ I �^ SEE STRUCTURAL DWGS. ✓ --- ^ DIRECTION G STRICTURE MUE RECORD E V MAY VARY / 06/14/04 STEEL BID SET I . Jb. I N -- ' 07/06/04 PRELIM. SHELL PERMI 07/06/04 EXT. SKIN PACKAGE 1'-2" 09/16/04 FINAL SHELL PERMIT ��- F•O.STUD TYP UNO F.O.STUD ✓ I I BATT INSULATION (R-1,) I FUR HEADER do JAMB ' DESIGN, SEE PLAN NOTE,6 Sze - PROVIDE DRIP - MOLD & I I T WEEP HOLESi I I GYP. BD AND VAPOR f.O.STUD / a I II I BARRIER BY TENANT N-6t, NUMBER 5435220-R2 14GA.,6" ~ I A5.18 I I I CSJ STUDS PROJECT MJMBER � II I _ 0 16"O.C., TYP. _ T,O.OP N'G I I DA'E / / • �- EL. 110-D I f 07 O6 U4 1 PROJECT IN"ER ` 1 FOR HEADER&JAMB f " '�'� I M. NICHOLS DESIGN, SEE PLAN I I �/ DRAwN sy r NOTE,►s I I I --- -'-- -- _ _ - - I I L. LANDRY RZ4 I CHECKED BY I I - I S. LIPSCHULTZ/L. EVERSON W I I ¢ I I I • Errors may occur in tree transmission of electronic files. the Opus companies are not i I Q I responsible for any claims, damages or STOREFRONT SYSTEM STOREFRONT SYSTEM at I expenses arising out of the unauthorized use BY TENANT & j I of I BY TENANT 0r''1 I of the information contained in electronic I I I files. I I I I I • Electronic files may not accurately reflect I the final os-built conditions. It is the responsibility of the user to verify all ! I I I I ^` I I layouts,information. imensions and other related SEE 1 R2A4.02 FOR ( SEE 1/R2A4.02 FOR TYPICAL NOTES TYPICAL NOTES I I SEE 1/R2A4.02 FOR I SEE SHEETS I 1 TYPICAL NOTES U.) �1� k2A5.1 1 R2AS.14 • This document may not be used or I I FOR PROFILES copied without prior written consent. u I `i I _ 1 ee) 0 all rights reserved o v,Ln - _ } I \ I CL a ^� Pnp•nd for I tAi.J15 I ON OPUS. I I1 3 Opus Northwest, L.L.C. I I h 91 __ 11 1 I I 1000 S.W. Broadrnr, Sulle 1130 T- ( I c I Poriland, Oregon 97205 - I I SEE STRUCT DWGS (503)-9!6-H96' 20 FOR EXTENTS OF / I I I As,s I I I I CONCRETE E 20 I I t7 �rl •- I I ' 9 oSLAB EDGEI SAB EDGE -Z_ I SLAB EDGE i �E BRIDGEPORT --- -- --- - _ I W10"F.F, .100'- "F.F. F �L.100'-0"F,F I - F. I I� I VILLAGE _ __ I % / / \� / / - -''-� SING BUi� R2 Loan - I —_ _ — ___—� TUALA!I , OR. COLUMN FOOTING I t ( � \ I BEYOND. SEE I SHEET T:IE ! ,. S RUCT. DWGS (._ '�,`��,. 'J �- - - - -- T �.� _ �L at.� L \ / I ,' / I E BLDG R2 Q) WALL SECTIONS (n w � WALL SECTION �-- ---'-- ------------ _ WALL. SECTION WALL SECTION " �- 4 WALL SECTION I 3/4• 1'-O" 3/4' - 1:00. O 3/4 1 -0" R2A4s02 ,,. . .. .. ...,....._._..-.._.. ...._.......... _.........,,.y.,..M....,.e..oe.R.ww ...vrs::w,..rM.ae,..,,-aw'• ..ar».Y'..w.w.•gri.iw4r:"wN.�P.�++e+'.}lf� .. ..., ,.n.,-__ -py N�bM1+a He ".11h' _.`�+i%�ifi�✓.`tSwF�a!a�p�al�1�'F+Y3n,.ffr�!�'M1 •u'i' A I . 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SEE STRUCTURAL DWS FOR COLUMN TYPES E � E ) I AND SIZES 10'-0" IT O.S1UD 10'-0" F.O.STUD 10350 Bran Rood wolf 2 SEE R?A2.1 FOR JAMB AND HEADER FRAMING ---------------- -----_----_..-_-.._ --------__..____ _--- -------- DESIGNATIONS 952-Ess-4444 ---- ____ YlnnNonka. k!I X5313-Ot1u 3. SEE SHEETS R2A3.1 FOR MATERIALS Ar,D PE-) 452-636-4529 lax FINISH DESIGNATIONS 1. .P _ _ - � _-=_ -- STANDING SEAM METAL ROOF I EL. 130 -0 - I W/A,GEAN COPPER FINISH -- -- 84 'Cl-r �� ARRy 0 E -SO —_ Cy I 1yl I �K MI E 1$,MW ft T.O.PARAPET �___ - STANDING SEMI METAL ROOF _ I O� oo VARIES - W/AGEAN COPPER FINISH --!' I t' v h SEf 16 f L I - CE 11] - I `/lll� Oplfleeh. _ I D )D SECONDA ( STUDS SHALL BE 3-5/8"MIN., 20 GA. CS1 I x-1/2' THY. FIRE RESISTIVE STUDS 016"OC BRACING O E PLYWOOD SHEATHING 5'-0"0.0 TO STRUCTURAL AND TPO ROOF MEMBRANE L___J \ �' STUD WALL, TYP- UNO OVER TOP OF WALEA F,ra I I I I 2'-50�" / F U STUD I �_ F.O.S•TUD 1 t 0 I 7" DECK EDGE TYP UNO — — TYP. AS. 5 5 F.O.STUD 1 MECHANICALLl ADHERED PROVIDE DRIP /�^ ^ �^ ^� _ _ ��+ MOLD ac _ j I 0.060" TPO 11EMBRANE 1 J` I , 1 -� �^l t \ I�� r )( (J WEEP HOLES ')(_ (� ( j ) (~} ) ( �}( "1 I'"' ON R-25 INSUL. T.O.DECK T.U.DE K 1( { ) )( 1 VARIES. SEE ROOF PLAN ) ) ) ( ) ( , 'ARIES. SEE 400E LAN ) ( ' BAIT INSULATION (R-19) R-25 INSULATION GYP BO AND VAPOR BARRIER BY TENANT ISSUE RECORD ! I - 14GA.,6" CSJ STUDS O 16"O.C., TYP. 06/14/04 STEEL Rif) SET I 07/06/04 PRELIM. SHELL P F O.sruO 07/06/04 EXT. SKIN PACKA ! I 1YP UNO 09/16/04 FINAL SHELL PER 0 - _ -- - -FOR HEADER do JAMB I 1 . LL. 114 -0 DESIGN, SEE PLAN NOTEp6 I - o:4r-00 ----- -^ I s� I ! ' DESIGN NUMBER S435220--R2 PROJECT NUMBER DATE • 07/06/04 PROJECT MANAGER ICU ! M. NICHOLS ' I I DRAWN BY ro II L. LANDRY CHECKED BY y, �'- S. LIPSCHULTZ/L. EVERSON Y � I • Errors may occur in the transmissio 0 responsible for any claims, damage coI I I electronic files. The Opus companies at cr. I I expenses prising out of the unauthori7e STOREFRONT SYSTEM of the information contained in elect 0 BY TENANT I files. I 7 I • Electronic files may not a:curately r the final as-huilt conditions. It is responsibility of the user to vera I layouts, dimensions andother ,el �— r -- --- information. SEE 1/R2A4.03 FOR I SEE SHEETS TYPICAL NOTES CJ R2A5.1 1-RSA5.14 • This document may not be use co ied without prior written cosFOR PROFILES © all rights reserved Pr"red Fut ON opuse I ; i Onus Northwest, L.L.C. I I I J I 3EE STRUCT. DWGS c FOR EXTENTS OF 1000 S.w. Broadway, Suite 1110 I et I ! I I CONCRETE Portland, On9o.1 97205 1 3 " I 20 CIO PRQiF!' �(AB EPC BRiDGEPORT .T0 - - E ( 'SLAB EDGE � ! VILLAGE _ EL0'--0"F,F. - I � El^.100'-0"fiF� - - - - -- i . BUILDING R2 rs TUALATIN, OR. w_ i CCLUM'N FOOTING L SHIFT TITtF �; , 01 XL / \ , , , moo'DWIS EBLDG R2 � l - �\� , ___ ___ \� \ WALL SECTIONS 11 w 2 Q SHEET Nl1MBf_R WALL SECTION WALL SECTION �- " �IM ..., ..•�w..tr+«..,............�.....,-..r....x.....rw....... srMw MYMMIMhwlll�YrY) _ w .. 4 tr' Y' .r u 1 , ev r 1 t n v Y _ r' ,.. : is n" • -' .. i :. A:n,.,. :. r. r t i r' x � r l r r 1t 2° f . :N ,r .xr :.tF r1..6.. ., :. ., .,: :.., -. _ . t ,.r _. .... ,,..- ........,.d, k'. .1'i7' :.'•, + 91, r:ly ,.. .rjt�.) a..t:;. .+•s.:-'... ,"• ^-`a5 •f''a' - '+ :�+!, ., 1,1.,':;,I!c }_..f t a?'.7�",; fgls ,a,• 1t it t a �, t :1 i::'. J'_:tit"., tA'- :.r• r '1^,. < Y .r� r. 1 k e OPUS GENERAL NOTES � � i a; R1 SEE SHEET R2A6 1 FOR Opus Architects WALL TYPE OESIGfU;f10NS -- Engineers, Inc. 0 E ) E Y SEE SHEETS R2A5.11-R2A5.14 x FUR PROFILES I MO'"On►c, MN 350 firefl SSiist 3-olto 952-656-4u4 952-656-4529 fox I. SEE STRUCTURAL DWGS FOR COLUMN TYPES I - ----- - I AND SIZES -__`__ _ _._------- _-- 2. SEE RZA2.1 FOR JAMB AND HEADER FRAMING DESIGNATIONS 1 3. E 3.1 FOR MATERA ; AvD FINISHDESIGNATIONS I II I IIII -"l�g p A� LARRY D EYcq. MINNEI�I IS,MN '' I �t059 J C� I tq I T 0.PARAPET - - _COPE- I GA515 TYP. --- T_0.PARAP T __ It I EL. 125-10 ------ - - 1 EL. 125 0 --- __�___ - =- r -- -- -I --- - ------ I � F.O.STUU i I I - SEE A3 1 FOR LENGTH 0A K OF FOAM PROFILEul 4. r d G I � i O.ROOF IEL-t 22�0'� ---� •, 1 "° � � I N�IR�I� rI�� lr I t --STANDING SEAM METAL ROOF 1'-6" I W/AGLAN COPPER FINISH F 0 STUD -10 I FIO.STUD ` \ �- I EtO PARA AP fi _ I -_--- ----' -- PLYWOODFIRE SHEATHING SLOPE STNE _..-1/c" THK FIRE RESISTIVE f I � -_ , I AND TPO ROOF MEMBRANE I /< 7' DECK EDGE OVLR TOP OF WALT AND TPO ROOF MEMBRANE , , DECK o OVER TOP OF WALL I I TVP UNO .w EDGE I , I I ------- ``/ I 3 MECHANICALLY ADHERED TYP. IUI s I I 1 / \ Genii- R-25 1NSUL. TPO MEMBRANE ON MECHANICALLY ADHERED - I 2 1 DY - M ON R-25 INSUL1 0.060" TPO MEMBRANE \ ' 0DEECK , O*+77-CLt6T0 VARIES. �Ef F PLAN - -- 77 77 99L) ) 1 "t 'o T. KJ- V I ROOF STRUCTURE. _ l ROOF STRUCTURE. SEE STRUCTURAL DWGS. ROOF STRUCTURAL. DWGS I - �" DIRECTION OF STRUCTURE MAY VARY I I DIRECTION OF STRUCTURE MAY VARY � I IAf I IIE1C� F.O.STUD �� I I I ^� I F.O.STUD 1 ' -6" 06/14/04 STEEL BID SET �� F.O.STU eiiiiien TYO UNO *11-1 07/06/04 PRELIM. SHELLwill ° r 07/06/04 EXT. SKIN PACK 2,—5" . 09/16/04 FI H P I o_Tu_ NAL SHELL Iwo 01 1 N'_9 _ 1 ----- - - -- - 1 I o.sruo EL. 112 -4 -- f _- - - '� -2'-2" `I .� .� "�0 wlemen view In J I BATT INSULATION (R-19) F.O.STUD I i ~ FOR HEADER do I GYP. BD AND VAPOR `•' J -- - .-----..___ -- -- JAMB DE5Y.N, I BARRIER BY TENANT - 1 f ( 1-1/2MALUMINUM WINDOWS BY- I SFE PLAN COTE/6 DESIGN NUMBER I I '-435220-R2a o BASE BUILDING CONTRACTOR I 14GA..6" CSJ STUDS- -1 NUMBER a - - -- - 4 1 7 I A 16.O.C., TYP. ^� 1 ^ o' � Y2DSHALL 5E _ DATE 07/ 06/04 3SECONDARY 5/8MN, 0GACSJ14G CSJ STUDS 0 16"O.c., TYP. SFUDs 016'o.c. BRACING o PROJECT AMA( ER FOR HEADER SA 5'-0'O.C. TO STRUCTURAL NICHOLS _ JAMB DESIGN, - ` I I STUD WALL, TYP. UNO DRAWN BY SEE PIAN NOTE6Ar L. LANDkY D _VE TING AS REQUIRED - T.O.OPEN'G _ I I I I CHECKED 8Y EL. 108-0 I I _ —_— _ S. LIPSCHULTZ/L. EVERSON W OIL T.O.UPENING _ I l f Ww D I I I • Errors may occur in the trcnsmts of EL. 107'-2- efectronir Files. The Opus companies lot r^ u I I V I responsible for any claims, dant or BATT INSULATION A)k (R-19) ezpemes arising out of ffte unauthori x I.- _ A7 v e I I % oD N --GAS METERS AND REGULA STOREFRONT SYSTEM -- - I , I of the information contained in el c I I files. Al GAS ALCOVE I BY TENANT 1 ..- � � - I • Electronic filesnot accurately ct LOUVERED DOOR AT o - I 6 I C) I the final -bum 1 :onditions. It e I _I_ -- �j>, — GAS ALCOVE. SEE --� I I I ~ ��- res onsibilit' of tho user to v I DOOR SCHEDULE layouts, dimennilz;nns nuiner c ELECTRICAL EQUIPMENTAT I I SEE .04 NOTES FOR ( I I SEE SHEETS ! information, 1 I I - ELECTRICAL ALCOVE I - EA51-RSAS.14 •This document may not be u r �. ", ) I FOR PROFh-ES V a \ I I I SEE 1/R2A4.04 FURII I ,_ copied without prior written c t ` / n IYPICAL NOTES I I O all rights reserved I ; a 2HR RATED WALL I I ° w ASSEMBLY DESIGN No. Pnp•r•d ForI w U425 NONBEARING WALL. � � l SEE PLAN FOR EXTENTS i Ic i! OPUSID \ I SCORE BASE— I ` I I I .� Opus Northwest, L.L. PER ELEVATIONS _ SECURABLE BY-PASS ` SEE A3.1 - toxo sw. Broadway. Suite t FENCE ELECTRICAL SEE STRUCT DWGS I J Partial Oregon 97205 I � ALCOVE.. SEE DOOR 1-_--- I � 19 - --- --- --- ----------- �_ ;-; I SCHEDULE I l h 41 t" I FOR EXTENTS OF CONCRETEVARIE III I SEE P C14O �n- riu (77SlA6 EDGE 963 EL.100_0•F F. I -- SLAB EDGE I'-7" -L -1-� � L sLAB EDGE . BRIDGEPORT I� AfS.t I --— -- - YY I ' l i BUILDING R2 �I _.L _- — IIT M-AII()H '/x// — r —\-� 1 co LIALATI COLUMN F001I�IG- \t /; BEYOND. SEE _ �\ 1-\4-' - �- - y\/ ,y \ �� STRUC�T. DWGS i °°EFr Tm E ,� 1 - r_ -_ _ _ - _I L_ - - - �� E BLDG R2 WALL SECTION o _ �• Q -J ° Q SHFR WJMB R 4�I-H�RRAT�EDXT. WALL SECTION MbE ALCOVE ryry� WALL SECTION WALL SECTION _/ 3/4" m 1•-0' 2 3/4- � �, D" WALL SECTION ..._....�.-_.:— � o .•. .6Y�yyWifAIMNW�iMIM✓^'f++,•yr<+,p..'..,wsylWMy:>`YI x{Rjlyyr;dBR;hldl�lJN iMY 11W�'NM.NMh r_.... •.... , Ss" .. N�Ts;i�Mk,pM, liW/MkMMMAwIk111nn. MR1e111YiL. a N„'.) y .r n4 f;, *'r,.,-,� +. ..7,. ' '.. t• Ell '0''i' 'it. � �, - '.. + ^: � . ,M` ,r' tl'r rL=.;.. f•,i, .,; '; J.,:.p., R2A4 0- -"soft am 30X Pill { i •i 1 Y • , ±j1 t `i r ;yj�.Il4t1` � Ap II •! 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BID .AND VAPOR \ 8 X22 A ----_ - - - --- - - - - - ----- ._ -- - ---- BARRIER FIY TENANT STEEL CJI_UMN _. I r., E 14CJ+_,6" CSJ STUDS -EXTEND DOUBLE LAY i A R.O. 3'--7%" 2'_�" MIN LIS, , PER STRUCTURAL ( I - fE w OWGS �.- O tfi'O.C., TMP. OF' GYP. uu"D TO 1HR FSE 2/R2-A5.01 - -,- -- 59 I I o lOF 0 WALL TYPICAL NOTES 91/8" L -1 n r F U STUD F.O.STUD FOS i STUD I -GAS EQUIf'MFNT 0 STU F.U.STUD „ WALL RATED I IEGIa BEGINNING 2 HR 1'-2'� t 2- -._ S 1 = , , , �-- F.O.STUD PLAN DETAIL I t\ TENANT SYSTEM BY _F 5 . d 3/4" �5 �2H DETAIL AT COLUMNNIL I — -- ---- = I 2 HR WALL DETAIL AT GAS ALCOVE _13ARRIER BY DT NAW R ( �.\K err va 11 ti (8D 3/4" >< '•-Q" yi c I I BATT INSULATIONwill- - -_-- — GENERAL NOTES----- — --- 14GA., 6 CSJ STUDS O Ill - �, SEE SHEET R2A6.1 FOR _ - _ _ N WALL TYPE DEFiGNAT10NS - - — 1 0 / 4 '~ N SECONDARY STUDS 1► - --- D O SEE SHEETS R2A5.i 1-R2A5.14 - + SHALL BE 3-5/8"MIN., FOR PROFILES I �-- 20 GA. CSI STUDS I e o _ 111... 0lil BRACING AT ARCHITE 1 �� I 5'-0'O.C. TO STRUC. ! STUD WALL, TYP. UNO I 8" � 11*4-2" a' 1. SEE STRUCTURAL OWGS FOR COLUMN TYPES N , AND SIZES o L 0.5'TU F.O.STUO ?. SEE R2A2.1 FOR JAMB AND HU►DER FRAMING ! BASE BELOW DESIGNATIONS I PER PLAN .3 SEE SHEETS R2A3 I FOR MATERIALS AND ' FINISH DESIGNATIONS �k �2 PLAN DETAIL - 3/4" = 1'-0" � 1 2 SEE 2/R2-A5.01 FOR TYPICAL NOTES PLAN DETAIL 3/4" = 1'-T SEE 2/R2-A5.01 FOR T fPICAL NOTES I SEE 2/R2-A5,01 1 -2• T'-8�" R.O. R.O. R.O. - R,O. R �? -• F.O.STUD F.O.STUD B" Y--O" r-. _� NOTES --- 22 ---•>+'—'1� 22 (E- ---- 6'----- R.0 -R-0,R. 9 -�� ff I��c WEcoNO .STU F.O.STUD (F-�'-- 1 -- -� ----- . _. - - -- - -•----�_. 1 As.,s 9� � As.ts I a'' 1' S" 3, 7 _ 5'-10" 9�y 06/14/04 ' s12 6%" 4'-.V'4" 3' 1" eY?" _ F.Q. STEEL BI 1 STUD / 14 14 14 22 3 -" - -- — 07/06/04 PRELIM. S 'EF,MI1 As.,e I - - -- - -rS.,e - - I As.!e As.,s As.,o O.ST F.O.STUD F.O.STUD ? o - -- _ E — —_+_- --- - -- - - -- -- E -- - - -- - - _ N N 07/06/04 EXT. SKIN 'I ac;E _ — - ---- - - Q E -T_ 09/16/04 FINAL SHE gMIT ti ILL _PD - _ m ap N cp In + rV + O I ► O Tr Fz .I .! ► fill LM . I `- ' 1 I - - n _ O !- m O R O _ --- N 1 ---- r -- - -_ - 1 t DESIGN NUMBER b" 6" 1 _1p" g" 8" f� o S'-10" S435220-R: I- - �F -- -- - - -- - - - - --- 3-5" -- - a h n O I - PRNECi NUMBER :r C1PLAN DETAIL PLAN DETAIL PLAN DETAILDO ' I t` / J 07/06 04 = PLAN DETAIL / 3/4" 1'-0" 3/4"=t'-D" _ "♦• PRNECt MANAGER 3/4 - 1'-d M. NICHOLS SEE 2/R2-A5.01 DRAWN BY +RI I FOR TYPICAL NOTES L.LANDRY CHECKED BY 71y a- 6' 2'-'1 6" 4•• 2 • - 1 S. L IPSCHLILTZ/L. EVER �1 c -- `- • Errors may occur in the tra of to FOS F.O.STUD FOS 0 rY 22xxx -_-1 Lelectronic files. The Opus corn not �'} I 4 10" I 1 responsible for anv claims, cr OE expenses arising out of the un us4^ 18 ' -2" 4" �8_ 1 of the information contained c )n,;, e I--- files. 77- F.O.STUD U O.STU }. - �' 2 _ I • Electronic files may not acc legit the final as-built conditio the responsibility of the user er nl! _ loyouts dimensions and u r ,ted I 'l information. - - - PLAN DETAIL ° • This document may not 0 3 I a copied without prior writt 0 ,.,,t -- 3/4` 1'-0' a 1` -- �I ' tD 011 rights nerved BRICK BELOW SEE A3.1 SEE 2/R2-A5.01- _ is PnPona Fo• FOR TYPICAL NOTES \ -- -- - 3 -2}'4" 1'-7 '8' 2'-3�_ e1 �_- moo. �_ ., OPU P�14 DETAIL UP ER WINDOW) �'z" s" _!'-�_ a" �� ATILAR: STEEL COLUM VARIES. 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A ° 1 WP ��J� �� -- -- \ J - --- - METAL FLASHING' FOLDED I DETAIL BASE/BRICK � MEMBRANE � � �� DOWN AFTER ROOFING I . ° ° e -- IS COMPLETE • ( .L 1 V t3" . 1'-0• _ +i•dr�"�-•+*"T+ ' yw -------- - -- 'ERMINAIION BAR •d° ° °° . d • b ` 1 _- - - -4PFEL ° °SiiCK W.P. - -- _ --53�..--- ° F.D. STUD- - ANCHORED W/ FASTENERS 1 ^ ° ° ° 1,. d 12* 0.C, MAX. I n ° a • / ir; Z1i" - y1"' 3/q" Sig" C d • a ° 1 ° �' -� T P O MEMBRANE °j ' ° ° e ° . ° 1 ° - ° AVG I ] 5/8' DENS GLASS ��-� d ( SLAB EDGE . d X 1 SLAB EDGE a �4" ` 1 �--TERMINATE STUCCO ° , SHEATHING -- — / CULTLIR D STONE d '�\ ROOF DEFLECTION ° ° I } • ':' V E C T S W/ WEEP SCREED SOFT JOINT CONT ! d• ° • ° • °d • / 4 Q' , ° AT BASE OF FRAMING � AT ALL PERIMETER ° • ^ d ° • ° - ° • d ° ° �' I (SIZE VRIES) - SEE ELEVA.TI NS FOR TYPE ° ° `) ° TU '- -'BACKER ROD AND I -1 I WALLS •- -- - - - -- - ° - - A AND FITISH SEALANT 1 ° d a d d ° - _ ° Ir' 1 ° I -GROUT JOINT d .PRECAST PER WALL J 1 FOUNDATION ---- _ 1F SECTION. 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VARIES T CUt.TUR� 1 x / SEE WALL I \ , :� a / < / I WITH TOOLED OJOINIS �� `^ c' � -------'-- 3 8" BARBED .TEAM PLATE SECTIONS �! w I� n /r' , ISSUE RECORD ) C I - SEE LEVATIONS -- - J 3/4" FIRE RESISTIVE AND FASTENERS 1?' 0 C. 1 Q z ;X x r EXTERIOR PLYWOOD Y2• FOR TYPE AND FINISH �� > o xx �r.X',:h I / / 06 14 04 STEEL BID SET 1/2" FIRE RESISTIVE i' II FOR SEE DETAIL 4N0 ES W r x�' X . }C`fy Tu CONT KEEPER , EXTERIOR PLYWOOD " • ' v, 07/06/04 PRELIM. SHELL P STRIP do 1 i 1/2" FIRE RESISTIVE N '� n ,'� ��.. .'� X 07/06/04 EXT. SKIN PACKA -- - SEALANT w / , x u y�. IAB EDGE - -` ----- c I , EXTERIOR PLYWOOD METAL STUD T ' I ,' ; �`Y k'' ;+�ll,Y\ Y'y -- 09/16/04 FINAL SHELL PER P.O. MEMBRANE I TERMINATE STUCCO , __-� � ,{ �" ' , I / AND SEALANTS 1 I '( � W/ WEEP SCREED -- 1 I n • '� x'`�% x AT RASE OF FRAMING a - ° / ROOF- DEFLEC11ON Ln i o X f/ % •�_1PRECAST PER WALL I I EXTEND TPO �, SOFT JOINT CONT � / ° •� SECTIONS. RETURN f ' ROOFING AT ALL PERIMETER W I I PRECAST BACK TO I ' MEMBRANE UP do I WALLS = ° ., ..1 ° d ,`\� ,. III e °° •� STUCCO FOR OVER PARAPET W ��( ° ° Y; , ^ 7 FINISHED EDGE , w , I 1 i x x \ e -I az JAMB DETAIL PRECAST/STUCCO � PARAPET DETAIL G CONTINUOUS i.P•0. P/4WET DTL / / / I „ '' ° ° ' ° DI',1i,N NUMBER 22 3" = 1'-0" r18 3" .< 1,_0" 15 3• - 1'-0" ° j °° ° a 11 435220-R2 I -- ---_-- , I'L'(3JECT NUMBER PREFINISHED MTL SIU_ ., ° / ' , 1 0 " ° n • 1'C I '' ° ° e • 3I° ° e 1 CULTURED STONE NATE WINDOW/STORE FRONT 1 ()DETAILAND SILL BY TENANT ♦ / / e6" ' " 07/06/04 STRUCTURAL \ // ° 11 PROJECT MANGER GRID LINE 3/4".3/4" PLYWOOD , I % ,� • •• - M. NICHOLS - I Imo---WINDOW SYSTEM AND ---- - -- - - / ,i ° �1a - ° - - " ^ ��4,. ,/8- DRAWN BY / SEALANTS BY TENANT - f ' -- METAL SILL FLASHING 10 —''-3 5/8" MTL STUD �a. 1a COVER SLAB EDGE WITH R=11 INSUL ° t , ^ Ja " I "° e a° ftECICED BY EXTERIOR PAVING ��- I 'I S. LIPSCHULTZ L. EVERSON �:"' BY TENANT TO MATCH r -2x4 WOOD BLOCKING y '� __- - THIN BRICK AS SCHEDULED WINDOW FRAME COLOR. I X DETAIL DETAIL BASE/STUCCO I FACING - SEE C f 1, ELEVATIONS FOR TYPE • Errors may occur in the transmi f _ ALIGN FACE GF PASE 11 6• = 1'-0~ 5 6"' ',-0• '1 AND FINISH electronic files The Opus companies WITH ADJACENT BASE i, ,' responsible For any claims, damn r ��- ,T ' ON THE WALL. II STUCCO FINISH tt" 4" 74 'e" ? '1 --GROUT JOINT expenses arising out of the unauthori ] ° ° > of the information contained in el c 0 '-' J' CONC WALL II i tiles. ° 1 , - I° CONIC WALK F R SPECIFIC '-- 11 A--- 1 SLATE/STONE - SEE • F,lertronic files may not accurately t WINDOW FRAME 1 d w = 0 1 the final as-built conditions It •n v �. a ELEVATIONS FOR TYPE WATERPROOFING- ° "-EXPANSION MATERIAL rT FOAM SHAPE SFE n responsibility of the user 'o ve i' a y I \ SEE DETA.R. 4/x5.15 I AND FINISH p AND SEALANT WALL SECTIONS �� FOR TYPICAL NOTES a `x ;I layouis, dimensions and other r a SEE STRUC r ' " GROUT JOINT `," ' informati n. z I I d 1 ' • This document may not be us r GROUT JOINT " �" ` _ __ _�_ copied without prior written co 1 GYP. BD. AND VAPOR - o BARRIER BY TENANT r ISEE a ^ `^ I SLATE SONE - SEE If S / <' / 11 FOR TYPIICAL4NO ES ® all rights reserved e �hr v r � •11 EE DETAIL. 4 A5.1 o n n ELEVATIONS r0� TYPE FOR TYPICAL NOTES AND FINISH Propored For DETAIL TENANT ENTRY SILL m y2~ _ `` r�� N ?� - I W �( 19 - 60 MIL WATEX PROOF w OPUS%) 1 1/2" 1'-0" MEMBRANE EXTEND ;I 'y 'y a ABOVE FOUND WALL. I' � z ° � 'I i II a It v 4,. SETTING BED 2 �' Opus Northwest, L.L. in STRUCTURAL v r 1 GRID LINT n " ' Wit 1 1000 S.W Broadway, Suite 11 ,-.---WINDOW S'vSTEM DOOR WITH THRESHOLD SET � � z I � Portlm,d, Oregon 91205 503)-916-8961 ✓ IN SEALANT /' - EXPANSION MATERIAL_ LJ - � 1 EXTERIOR PAVING- n - w AS SCHEDULED A k / a - , r BRIDGEPORT 1/2" INSUL VILLAGE e e d ° ,',� __ ^ CD BUILDING R2 e e ° a ° ° e ° (cVtIOCATN N ° sCONC. SLAB AND n q FOUNDATION e TUALA TIN, OR.WINDOW FRAME ° °SEE STRUCTURAL ° e WATERPROOFING a d / DWGS. 4 • ` •1- �y7 d ° 1 / ,e ° ° / ° • - • ° ° omd° e '_,, ��►FN-' SHEET Mi F G SEE STRUe e Q� -- de ad � fd , �1 ° e e a° ' BLD G R2 AND da a - 7 ° d d CL TYPICAL FOUNDATION °q e � SEE STRUCTURAL A n d ° DETAILSe - � a S. C ° DWG 1'�"— -- -`-'--�- ' ' SHEET NIIMRFH DETAIL TENANT DOOR THRESHOLD DETAIL RASE/SILL DETAIL --� DETAIL BASE/SLATE STONE DETAIL BASE/BRICK ( sR2A5 01 .r..,r..........++..w.....:rr...,.,...:...."_.«-»..-,....+.... ....+•w,w..ww..: •,+"•,�.,,+,.. «.-1.rr.•..,-,....-.-..,,,,.a+» R.nr.. q...,.......,:,•�„�n�.,R,,A6 - - 30X ,,,",,,.....,,.Y•r."^"--...:..... ....._. ••R i •^nr+. . ',.yMl�lk•�c*eRi�lN�4[•M6v�eNhwre',..:,., ...p,nttww«.-ar"nl.,.,e,n .•;namwww. ' ..:-«w.e,.w,«w..n.»,.,,,,,,"...r r"I».,:.-r....... _ .....ena.ar f • 1, • El^kG�'d,L691E'�'1,(7 e�t-K;�r.,4!(.Igrstt•°;xi: - r ,. `' , ,_i+ _. 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OR CT.;ArtEFRONT 3' = 1'-0' Irllr : rt ht; r rrxlrrr FRAME JAMB DETAIL CULTURE STONE 6TYPICAL HEAD DETAIL s IIIrIIIrlr;trrrul �O ;;g 'r I I I I 11,;1 ALUM. SILL RECEPTOR __ 3 = 1'-0' x ilr' I III�r I l r r�I1 1 1 1 FOR TYPICAL NOTES I I I rlr I ROD STOCK .4 SEALANT -- /ST> U SEE 2/A5.16 ROD STOCK do - , —PREFINISHED MTL SILL C SEALANT r (PROVIDE END DAMS) PREFINISHED MTL SILL f SHAPE: ,HATES I FULLY ADHERED .060' (PROVIDE ENO DAMS) ---� -- ---- ---------- --------- ----------_----- --- --._ TPO MEMBRANE " ' _INTERIOR CMP. BD. ' ------------r------------- 5/B" F.R. EXT, PLYWD ^ WRAPPED UP AND ALUM. SILL RECEPTOR k JAMB DETAIL @ STUCCO OVER WINDOW SILL ---T_ _ -- BY TENANT i>E� NUMBER 1 8 ----- ON 5/8" DENSGLASS f \ S SHEATHING ON 1/2' -RETURN E.XTEF�OR 1 a4352?0-R2 CEMENT I PROJECT IXAIBER INTERIOR GYP. BD. ,---,� EXT.- GRADE F.R. I PIASTER SYSTEM BY TENANT I PLYWD NAILER ( ( 1 -- ---- T- -- _ -- " —.•- _,,_-- � � � � TO INSIDE F.O. i _- TTI .. DATE BA INSUL. R 19 U.N.O.UTERMINATION BARS AS ( ) �� 5'-UD (TMP) / C REO'D. . ' �`-'�� W/ VAPOR BARRIER / i 07/06/04 I I MECHANICALLY °R' CT M4MCER I I l ADHERED .060' TPO 5/8" EXT. PLYWOOD N CH(•LS 'I ' I MEMBRANE ON R-19 "WN BY WDW SYSTEM - -- M \ \ FOR E 3E AND INSUL. -BY TENANT �x CHECKED BY / 1 ANGLE 5EE j ( STRUCT. SEE STRUCT FOR -- - S. LIPSCHULTZ/L. EVERS�I FOR SPECIFIC FOAM / SHAPE - SEE WALL JAMB DESIGN - 1 SECTIONS \ --- - a Errors may occur in the transm f o_ SEE 2/AS If FOR TU '' electrnmc files. The Opus compam • -- . / r-"s•�'- `'-"1► -, -- �- \ \ n TYPICAL NOTES - E\/ responsible o any yafcltne snout / W _ -- T r - // -- ----' - ---------- -- -----..-_ - ---..-_ of the information contained in c X files. --FOAMI 2/A5.16 FOR SHAPE W/ � • Electronic files may not acunot I, � I TU -' � ST --SEE SHAPES ACRYLIC FINISH RK I VARIES T'PiLAL NOTES the fincl us-built conditions. ----- 4 responsib;Ay of the user to ' layouts, dimensions and othe a• FOR TYPICAL NOTES J intormat3nn SEE SHAPES SEE 2/A5.16 -- -- - -- -` PREFINISHED MTL SILL (DAg DETAIL CULTURE STONE 3 JAMB DETAIL BRICK/STUCCO _ . This document may not be JAMB DETAIL _ A 3' = l'-0" 3' = 1'-0' copied without prior written e 19 3' _ ,'–o• 15 SIL DETAIL ROOF 11 SILL DETAIL _ w •- + ROD OCK A ALUM. SILL RECEPTOR -- 4 all rights reserved 3' = 1'-0' l 3 1 0 FREFINISHED MTL SILL \ ROD STOCK do SEALANT -- _-_ "``-•-• \ Prrpond For ROD STOCK AI SEALANT- -` FLASHING (SET IN BED OF ROD STOCK k SEALANT - -� ALUM. SILL RECEPTOR ALUM. SILL RECEPTOR SEALANT \ PREFINISHED MTL SILL I \ (VERIFY WITH TENANT) R00 STOCK R SEALANT ) I Jr� (VERIFY WITH TENANT) (REFINISH D MTL SILL I I I (PROVIDE END DAMS) I �- /1 Opt] (REFINISHED AaTL SILL PREFINISHED MTL SILL (PROVIDE 0 DAMS) 1 - --- AL.UM SILT_ RECEPTOR (PRINIDE END DAMS) -------�� ALUM. SILL RECEPTOR (PROVIDE END .GAMS) " l s e" EXT. PLYWOOD �I _ ) Opus Northwest,L WATER( F MEMriRAl1E / \ WATERPROOF MEMBRANE WATERPR F MEMBRANE_ - WA M -- TERPR .. _ ,.. -- --- -------.___.. .. - •+ _ _.-- --Y------ 000 s.w.a��icsun Illi , t -- - �ortlarvl, p PROJECT \ �.�� BRIDGEPORT VILLAGE FOR SPECIFIC wnl� o BUILDING R2 � sEcnoNs —FOR SFFCIFIc _ cD TUALATIN, OR. . ./ FOM SHAPE _– I —SFE WALL :SHEET TITLE SFCtFON3 - � BLDG R2 TYPICAL SILL DETAIL SILL DETAIL � In ' -- -� 3. �� `�' L / ILL DEt'AIL SILL DETAIL DETAILS " 1 "`O SILL UNDER 8 J , -0 4 SILL OVER so 3' 1'-O' Q MEET liftmal( --- - I ,-- � 4 � 2A5 . 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I IBM Bren goad West Minnetonka, 101 55W-0!10 u I 951-656-1529 fox I yu � \ I \ I ”r � I R ;^�� I REGISTRATION FOAM TRIM FOAM TRIM - S. TITIN BRICK ��ED A0.1 �p�, I do SETTING BED 6� 0 i LARRY D EVER I �1 INNEA L ,MND OF 0 i I TU I TU i VEP l 4" J « ' I +,71 I STUCCO _ (TNTIAI (F ()A K II � ! i I,roportlwe. I l � lI _ L u - -�_J - ------'--- III --_�----- 111 DRIP MOLD W/� VERIFY WINDOW SETBACK DRIP MOLD W/�" I �SEIEI,�M.17 FOR TYPICALWEEP HOLES, TYP ? WIl'H WINDOW DEPTH WEEP HOLES, TYP _ _J�_ DOW NOTES AT STUCCO SOFFITS AT STUCCO SOFFITS 11 " )EI 9 �iEAD DETAIL STUCCO 8 WOOD WINDOW HEAD DETAIL STUCCO 8M WOOD WINDOW HEAD DETAIL BRICK/STUCCO &WOOD WINDOW ! \ 5 AT 6` STUD WALLS 3" 1'-0" 3" 1'-0` 3" = V-0" ARCHI4 ECTI WOOD EXTENSION SILL 6� I WOOD EXTENSION SILL i I WOOD EXTENSION SILL AND INTERIOR TRIM BY - I AND INTERIOR TRIM BY �_� I AND INTERIOR TRIM BY TENANT IMPROVEMENTS 4 I TENANT IMPROVEMENTS TENANT IMPROVEMENTS ANCHOR CUPS BY �M I ANCHOR CLIPS BY I ANCHOR CLIPS BY } �• I WINDOW CONTR I WINDOW CONTR WINDOW CON1R ST �� I ST �� R _ 1 ROD STOCK do SEALANT — �� I ROD STOCK At SEALANT �---� I I ROD STOCK k SEALANT � I I 1 I W -- u ISSUE RECORD -II I - --- - _ - - — - -- ----------- ��-+� 06/14/04 STEEL BID S 07/06/04 PRELIM, SHEL 11AIT 07/06/04 EXT, SKIN PA f 4" 09/16/04 FINAL SHELL �10JAMB DETAIL STUCCO/WOOD WINDOW 6 JAMB DETAIL STUCCO/WOOD WINDOW JAMB DETAIL BRICK/STUCCO 1 WOOD WINDO'JU AT 6' STUD WALLS 3" a J 0 i WOOD EXTENSION SILL ROD STOCK k AND INTERIOR TRIM BY /-r SEALANT ------- AND I EXTENSION SILL ��- WOOD WINDOW AND INTERIOR TRIM BY �- W000 WINDO TENANT IMPROVEMENTS -�� \ PREINISHED MTL SILL TENANT IMPROVEMENTS \ FLASHING (SET IN BED OF WOOD EXTENSION SILL \ ROD STOCK h SEALANT } " SEALANT) 3•• rs�AND INTERIOR TRIM BY ROD STOCK h SEALANT -�� DESIGN NUMBER I PREFlNISH D MTL SILL -' - \ TENANT IMPROVEMENTS PREFINISH D MTL SILL 'f S435220—R2 (PROVIDE END DAMS) I I I �-----ANCHOR CLIPS BY (PROVIDE END DAMS) -- —�� PROJECT NUMBER WINDOW CONTR \ - DATE >' 5/8" F.R. PLYWOOD \.�l - 7r DATE 04 WATERPR F MEMBRAN. I I - I • WATERPR OF MEMBRANE I I PROJECT MNIACrER IU -- --- - - --- M. NICHOLS • I I` J DRAWN BY CHECKED Of < �---� I _ I T I S. LIPSCHULTZ/L. EVERSO .� I I • Errors may occur in the trans n f electronic files. The Opus compos t FOR SPECIFIC FOAM --� responsible for any claims, do a SHAPE - SEE WALL expenses arising out of the uncut a SECTIONS �✓ I of the information contained in ro I I files. I I I s Electronic files may not accurat It I FOR SPECIFIC I the final as--bullt cond l, if; FOAM SHAPE r I responsibility of the user to —SEE WALL TIT `` I layouts, dimensions and othe n' SECTIONS cTt ` I information. I • This document may not he I � • �--� � copied without prior written e I J m all rights reserved 11 SILL DETAIL AT WOOD WINDOWS " I w 7 SILL DETAIL AT WOOD WINDOWS SILL DETAIL AT WOOD WINDOWS AT 6 STUD WALLS 1 -0 SILL UNDER 5 3" 1'-0 3 SILL OVER 6" 3" = 1' -0' Prepared For SEE DETAIL 3/ATES _ O1 OPLI ROD STOCK R SEALANT FOR WINDOW NOTES PRFFlNISHED MTL SILL ROD STOCK & SEALANT Opus Northwest, L SEALANT (PROVIDE END DAMS) -f -----METAL SILL BY WINDOW MANF _ (PROVIDE ND DAMS)L - I 1000 S.W. Broodwar, Su SHIMS I Portlond, Oregon 97205 i` WATERPROOF MEMBRANE METAL STRAP ANCHORS II I WATERPR F MEMBRANE -- I b EXTENSION & \r ILJ -��-- -II r� PROJ(cT - TENN'ANNT NISH S / i x Ix X - I1--b)- BRIDGEPORT VILLAGE o BUILDING R2 I N !4- 16-- LOCATION _ TUALATIN, OR. L I « \ ` I I L- SHEET T1TIT BLDG RZ E a TYPICAL AnMEM DETAILS t I WATERPROOFING MEMBRANE D 'd Fes— .. SILL DETAIL AT WOOD WINDOWS C,�SILL DETAIL AT WOOD WINDOWS SILL DETAIL AT WOOD WINDOWS o NUMBER I 2 AT 6" STUD WALES ;� I'--0 - w r w H- 3" � t'-0` � 3 � 1 -0 p a R2A5@ . .,,.u...upywww�wwpw�n,,,,,,..,�r.._.w.._...... .._........w—.+.ww•ear,•+.wt�wl.�rwA•..,,,::•wu"Y.�.. 30X ...e +.sww� �www� ,swmw.llTlRw�a+aw•w..•w,•,•,w+wn,r.�•1�.vA.w..'wTV,R.^,RH!1MN"�T�,RIw .�•„rww—www.��w.T.—,.w,•+--�+F�a++�s�—�.—..�.�..,..-s._._..-er..-e. r , fi 1�1 rlr T �aQrrire�n� �r.tw'�Jry.Ltla''�n•��x'��xx,' ', e _ I (� ' : .., , ...,. '..y.. .;,. ,,,... ;` r , :',,..: „' 1p ly, L«.«'�1u�'tw...,i..1rR, •,d4.�'.Aq._;; W, .::7 rr,.,..,...,.,y �.,Ar. ._ w ,>_.,., , f j' .. a. . ., ... .. ,. Y , AI rc 6C i Ma x4w' 4 1 t I 77 ^ , .. :, ., :� ,� . .tom._ , ;. 'd ._ .,. �'�+. !F,1.•r>d,`-�+�. t w r `t 1 : A 1 - .rrWw+r+bra.4w.+w...r+w.riAY..n.:u..+aulrvllL-., ._.•�.-r�:r.: .L •_. r.Vi-•IYI�A�IIYI- .:...�.:_••,•Yri.41m.•� �.Ylia� -•-:.:•_�. ' ........ _ .. ... ..._. _._. :...:..6d.... _._........'-.a.-,-,.. _.. � - iw.W,..as•rGi.a'�G.rlerlrrCs.�.. `a�L+Y.YYL.,Y .,.:.-_....._-... .,..., ..:.-_..♦....-.-._...,.Y r.....a...r.. - .�...-�i.Jtlryr,y .. ...... i; PARTITION PUS STAND SCHEDULE OPUS ( NOT ALL WALLS ON THIS SCHEDULE ARE USED ON THIS .JOB) �� SPU t I IT STRUCTURE ABOVE 3 OX "" AT VE Opus Archite ' 2 IM �,. �. 2 Engineers, In I STM \ ALb1 2 2 A111 -}- 1 AT RATED A81 20 GOL CLIP ANGLE AT \ A6.1 AB.1 N 1 A6.1 PARTITION flow s , YN 5343 UI RUNNER 4 5/8' ACTUAL 1 AT RATED 1 AT RAILED 1 AT RATED io - A81 PARTITIOW 152-06-4521 5" NOMINAL. AT A0.1 PARTITION AILI PARTITIa! 152-nsi-45as fax WALL TYPE x F (�k1NG --- ---- __ AL 4' U.O.N. - - 7 L 5 1/4" ACTUAL " ACTUAL I 9YA ACTUAL 7Y4" ACTUAL 4,� ACTUAL REcfsTwrTKIN 'f ONPLAN "� I SEE PIAN 1 9 NOMINAL 7" NOMINAL 1 LAYER OF 5/8' 5 NOMINAL 5' NOMINAL AT 6 NOMINAL- , �_ 44 WALL. TYPE 2 - -,f 4� /SIDE AT WALL DTYPESS CH 4y D ASC z r 1 LAYER OF 5/8' x 1 _ LARRY D.EY Ar wAL1 TYPE 1 LAYER Of 5/8- GYPSUM WALL TYPE �t 7 -2 LAYERS OF S/6' 1 LAYER OF 5/8" GYPSUM BOARD Fxot GYPSUM BOARD EACH GYPSUM BOARD EACH 2 LAYERS OF 5/8" SIDE SIDE 1 LAYERS OF 5/8" SIDE MINN S,MN, GYPSUM BOARD 16 5/8"• GYP. BD. GYPSUM BOARD EACH AT WALL TYPE 2 BRACING U S�Z. SITE AT WNL. TYPE 2 9t) - e 2 1/2 METAL SND -1 - v! O.C. ll O V,` (BRACE BACK TO CONCRETE .3-5/8' LAIN GAGE METAL FRAMING 1' GYPSUM SHAFT WALL 0 8'-B A.F.F.) lA� WALL GYPSUM LINER • ACOUSTICAL QATTS -8' LIGHT GAGE � - 'i' LIGHT GAGE 3-5/8" UGHT GAGE META- FRAMING � CONCRETE WALL 3-5/8 11GF1T GAGE METAL FRAMING METAL FRAMING I 4' C-H STUD OR CMU WALL METAL FRAMING METAL FRAMING HATT INSUL OPTIONAL p� KM - PLAN PLAN PLAN PLAN 'FE NTFR - OAKProv.,,r,NH 3 AT FLOOR AT FLOOR AT FLOOR AT FLOOR AT FLOOR J AT FLOOR AT FLOOR D D � _ J SHAFT WALL METAL STUD FURRING WALL SOUND WALL METAL STUD CHASE WALL r METAL STUD WALL 8'METAL STUD WALL 3 518'METAL STUD WALL 1 HR RATED FURRING WALL. NON-RATED SOUND WALL NON-RATED CHASE WALL C NON-RATED PARTITION NON-RATED PARTITION A NON-RATED PARTITION ��9 V��.� 1 GA FILE NLI MBER WP7008 a GA FTL.E NUMBER WP1548 Q STC 50 2. HR RATED 1 HR RATED SOUND WALL 1 HR RATED / 1 HR RATED I HR RATED �A� 1 HR RATED GA FILE NUMBER WP7()'JS e GA FILE NUMBER WP1548 GA FILE NUMBER WF'S015 CxlL FILE NUMBER WP1200 1 GA FILE NUMBFP W,11200 �l GA FILE NUMBER NP1200 STC SO 2 HR RATED GA FILE NUMBER WP1711 UL DESIGN NUMBER IJ425 LIGHT GAGE FRAMING/ JAMB + HEADER SCHEDULE LIGHT GAGE FRAMING/STUD HEIGHT CHART ( INTERIOR WALLS ) PARTITION NOTES PARTITION 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 - -- ---- -- - --- - -- --T_- I. PROVIDE 'ERTICAL AND HORIZONTAL CONTROL JOINTS IN GYP BD SURFACES 0 30x--0" )PACING AILOJWABLE DOTTO M TRACK TOP TRACK GAGE SPACING ALLOWABLE BOTTOM TRACK TOP TRACK GAGE 1. FOR PARTITION TYPES SCHEDULE - SEE SHEFT A6.1. OPENING TAG JAMB STl1U5 � HEADER JOIST AND TRACKS SIZE SIZE O.C. MAX. (INCHES) HEIGHT (FEET) GAGE- (3' DEEP TRACK) - (INCHES) HEIGHT (FEET) GAGE 2. IF GYP BD IS ONE SIDE ONLY, PROVIDE HORIZONTAL BRIDGING 0 5'-0" O.C. VERTICALLY � ( 2 ) 10"-18 a CSJ VERTICAL + 4 8" - 1 � I - - _ - '- , 2. ALL PARTITION METAL STUDS & GYPSUM BOARD EXTEND TO c A, ( 1 ) 8• _ 20g° CSJ g ( ) Ego CSJ 3-5 8= STN 16 14.5 20 _ 18- 2-1 2" - 25 C -H 24 12.4 - 25 J RUNNER 25 J-_RUNNEk 3 ALL GYP BD IS 5/8• TYPE 'X' UN_ESS NOTED OTHERWISC. THE UNDERSIDE OF STRUCTURE UNLESS OTHERWISE MODIFIED. u HORIZONTAL + ( 3 ) 8• - 18 ga TRACKS HORIZ. 3-518- - 2 CSJ 16 17.5 _ 20 _ 16 2-1�- 22g.0 -H - 24 13.6_- 22 J-RLMNER 22 (J-RUNNER 4. PROVIDE WATER REz)ISUWT GYP BD AT ALL TOILET ROOM PARTITIONS UNLESS NOTED ( 3 ) 8' - 20go CSJ ( 2 ) 10"-18go CSJ VERTICAL + ( 4 ) 8" -- 18go CSJ 3-5/8* - 18g CSJ 16 19.0 20- 16 - 2-1/2* - C -H 24 - 14.0 20�J-RUNNER) 20 J-RIfNNER OTHERWISE. A = 3 5/8" METAL STUD PARTITION </ HORIZONTAL + S Ll8_ 18 go TRACKS HORIZ._ 6- - 20g CSJ 16 26.0 _ 20 16 _ - 4• - 2 C -H 24 15.4 25 -RUNNER)J20 J-RUNNER 5• PROVIDE SOLID BLOCKING WITHIN PARTITIONS o WALL HUNG EQUIPMENT. 8 = 6" METAL STUD PARTITION ( 2 ) 10"-18go CSJ VERTICAL. + ( 4 ) 8" - 18ga CSJ 6" - Bg CSJ 16 28.0- 20 14 4' - 2 C H 24 17.5 20 (J-RUNNER 20 J-RUNNER 6. SPACE STUDS 0 24" O.C. UNLESS NOTED OTHERWISE OR REQUIRED FOR SPAN. C ( 4 ) 8' - 20go CSJ - - -_ - - �_ �_-_- C - 8" METAL STUD PARTITION - `- HORIZONTAL +_( 3 )-8" - 18 go TRACKS HORIZ. 6" - IN CSJ _ 16 30.5 20 _ 14_ 6' - 25g DM E 24 25.2 25 J-RUNNER 20 (J-RUNNER 7• PROVIDE 20 (DACE FRAMING AT DOOR JAMBS. SPJDS AT JAMBS TO CONTINUE TO D = METAL STUD CHASE WALL (, 2 10"-18go CSJ VERTICAL + ( 4 ) 8" - 18go CSJ 6' - 1 CSJ 16 32.5 20 - 14 6' •- 2 ON E 24_ 28.0 10 J-RUNNER 20 J-RUNNER UNDERSIDE (K DECK ABOVE. E = METAL STUD SOUND WALL D ( 5 ) B" - 20ga CSJ ) -4� - - - - N - 8. 3• DEEP LEGS AT ALL TOP 'SUP' TRACK. USE F = METAL STUD FURRING ISSUE RECORD HORI'[ONTAL + 3 8' -_ 18 go TRACKS HORIZ. 6' - 12g CSJ 16 36.0 20 14 2_1/2" - 25y STN 16 _� 12.5 _ 20 18 - -- - - 9 PARTITIONS WITH CERAMIC TILE FINISH TO USE 20 GAGE (MIN.) FRAMING MEMBERS. G = 2 /2" METAL STUD PARTITION E ( 4 ) 8" - 14go CSJ ( 2 ) 10"-14ga CSJ VERTiI:AI + ( 8' - 14go CSJ 8' - 2U� CSJ 16 32.5 20 - 14 2-t/2 - 2�CSJ 16 13.2 20 16__ 10. RATED PARTITIONS AROUND COLUMNS TO RETAIN ADJOINING FIRE RATED ENVELOPE. `a = MASONRY WALL 06/14/04 STEEL BID S HORIZONTAL + ( 3 ) 8" - IlAq TF!ACKS HORIZ. 8• - 181CSJ 16 35.5 _ 20 _ 14 - 2-1 2 1 CSJ 16 _14.3_ 20 16 11. SUBCONTRACTOR TO BE RESPONSIBLE FOR USING THE MINIMUM GAGE AND SPACING L- S = SHAFT WALL. F ( 6 ) 8- - 14go CSJ ( 2 ) 10"-18go CSJ VERTICAL + ( 4 ) 8' - ISgo CSJ 8• - 16g CSJ 16_ 38.0 _ 20 14- -12' - 25g STN-- 24 110.7 20 16 REQUIRED FOR ALL LIGHT GAGE FRAMING, REFER TO THE ADJACENT FRAMING CHART 07/06/04 PRELIM. SHELL Mir _ HORIZONTAL. + ( 3 ) B" - 18 go TRACKS HORIZ. _ 8' - 1 CSJ 16 41.0 18 _ 14 2-1 2" - 20 CSJ 24 11.5 2�- 1 - A = PARTITION TO UNDERSIDE OF GRID _ __� -. __ 12. SHAFT WNL STUD LIMITING HEIGHT'S ARE GIVEN FOR t HOUR WALL ASSEMBLIES. 07/06/04 EXT. SKIN PAC G 6 ( 2 ) 10"-14ga CSJ VERTICAL + ( 4 ) 8" - 14ga CSJ 8" - 12g_CSJ 116 45.5 18 14 2-1/2' - 18 CSJ 24 12.5 _ 20 16 _ 13. ADD ACOUSTICAL 9ATTS TO STUD CAVITY WHERE SHOWN ON PLAN AND WHERE B = EXTEND GYP. BD. 6" ABOVE CEILING ( ) 8' - 14go CSJ HORIZONTAL + ( 3 ) 8'_ 14go TRACKS HORIZ. _ 3-5 8' - 2 CSd T24 11.5 20 16_ __ __ SPECIFICALLY SHOWN IN THE PARTITION TYPE. C = STUDS & GYP. BD. TO 6' ABOVE CEILING 09/16/04 FINAL SHELL -'- --- D = FULL HEIGHT PARTITION H ( 6 ) 8" - 14go CSJ ( 1 ) 14"-14ga CSJ VERTICAL + ( 6 ) 8" - 14go CSJ 3-5,8_-- 20�CSJ - 24 15.5 - 20 16 _ --� MODIFIER E _ 5/8" GYP BD 0 CORRIDOR W/ 48" PLWD HORIZONTAL +S 3 ) 8" _ 14go TRACKS HORIZ. `- 3-5/8- - lBg CSJ 24 16.5 20 16 _ _�_ WHERE USED WAINSCOT NOTE: TYPICAL EXTERIOR L,ALL FRAMING O A - H IS 8" - 20go METAL STUDS O 16" O.C. 6'_- 20g CSJ 24 22.5 20 14 - - _ _ F = PARTITION TO 9'-0" ___ 5" - log CSl 24 24.5 20 14 ►1 > ( 2 ) 6• - 14go CSJ ( 2 ) 1"-1 Igo CSJ VERTICAL + ( 4 ) 6" 16go CSJ 6" - 169 CSI _ 24 26.5 __ 20 14 - - -_ V Z = [CUSTOM MODIFIER-DELETE IF NOT USED] HORIZONTAL + 3 6" - 18go TRACKS HORIZ. 6' - 14g CSJ-- �- 24 26.5 18 14 -- - -- -�_-c N\X ( 3 ) 6" - 14go CSJ ( 2 ) 8"-14go CSJ VERTICAL + ( 4 ) 6" - 14go CSJ 6 12g CSJ 24 31.5 18 - 12 -- - � TIING HORIZONTAL + 3 ) 6" - 14go TRACKS HORIZ. 8' - 20g CSJ 24 28.5 18 14- - 1 = 1 HOUR RATED c P, ( 5 ) 6" - 14go CSJ ( 2 ) 12"-14go CSJ VERTICAL + ( 6 ) 6" - 14go CSJ 8' - 18g CSJ 24 31.0 18 12 - -- -� WHERE USED 2 = 2 HOUR RATED v -_ HORIZONTAL + ( 3 ) 6" - 14go TRACKS HORIZ. _ 8• - t CSJ 24 33.5 18 12 _ _ _ 8" - t CSJ 24 35.5 18 12 DESIGN NUMBER NOTE: TYPICAL EXTERIOR WALL FRAMING O M, N. dt ° IS 6' - 14go METAL STUDS O 16" O.C. �---- - - �-------- �-- - - ------ ;435220-R2 8' - 12 CSJ 24 40.0 18 12 ----- PROJECT NUMBER 3" 2%g" 23/8" _ r t r3 3 -5 » „ " / " 2 2 8 _ !,�_8.i�8j 5e.. 58 1_3/4 2 'g �8 1�r }2x38 118 IY2 Y2 '� yy35/ JQDATE � � � � � �9 07/06/04 I II I II I II I I T I, STEEL STUDS I { I I, M. N rAr OLS I I� -STEEL STUDS 1 I•, STEEL STUDS I' �r I ( � M. NICHOLS I h -�5 8" DENSGLASS ; I I; I 1 Li STEEL STUDS f ) STEEL STUDS DRAWN 9f / 5/8" DENSGLASS + 5/8" DENSGLA.SS I Ir 5/8" DENSGIASS I 5/8" THK FIRE-CODE EXT. I I� SHEATHING / I II SHEATHING I I r SHEATHING I' I I I GYP SHEATHING WHERE SHEATHING 2 LAYERS OF GRADED I II � ' 1 CHECKED BY I I 2 LAYERS OF GRADE D I I 1 LAYERS OF GRADE D I 1 I INDICATED 1152 PLANS. S. LIPSCHULTZ/L. EVERSO r i 2 DYERS OF GRADE D I I PAPER / I II PAPER I I I PAPER I I r PAPER I ---5/8" DENSGLASS {� METAL LATH - SCREW / i 1 I -METAL LATH - SCkEW I I r METAL LATH - SCREW I I 1 ( SHEATHING (FIRE-CODE I - 1 i I i 'METAL LATH - SCREW I ( WHERE INDICATED IN 0 Envrs may occur in the irons �r ANCHOR TO STUDS , ANCHOR TO STUDS , ANCHOR TO STUDS electronic files. The Opus com anis I I, I ANCHOR TO STUDS PLANS) V P I . I' SCRATCH COAT 318" + - i . II I .' II I " I responsltle for any clam, do / / % i SCRATCH COAT 3/8' +;'- -SCRATCH COAT 3/8" +/- SCRATCH COAT 3/B LAYERS OF GRADE D expenses arising out of the unout e EllBROWN COAT 3 8" + - I r " I I i I ( PAPER of the information contained in c I / / I BROWN COAT 3/8 +/ 1 BROWN COAT 3/8" +/- I BROWN COAT 3,Z8" +/- I I files. I� I I� I I' I METAL LATH - SCREW __qI I • Electronic files may not accurst I t I li fl li I I� ANCHOR TO STUDS the final as-built conditions t N I� I responsibility of the user to 111 SETTING BED I I, ---SETTING BED I I, SETTING BED I 1, - SETTING BED ---4--SCRATCH COAT 3/8" +/- layouts, dimensions and othe �t ! I, STONE STI, ST2, ST3, ST4 / II I LI BROWN COAT 3/8" +/- information. ( ) / I I -STONE (ST5) i I TILE STONE (ST6, ST8, ST9) I I�T _ THIN BRICK I • This document rnoy not be copied without prior written 0 all rights reservef, CST CULTURED STONE ST- CULTURED STONE ST-1 TILE STONE BR THIN BRICK STU STUCCO 8' 1'-0" Prpored For �� OPUS w � Opus Northwest, L. IDIXI NEOPRENE COMPRESSIBLE METAL DECK PoftndW.OBrood 97 S DECK CLOSURE ---- •..i METAL DECK rpon (SOS)-916-5463 �M�USTICAL SEALANT MINIMUM 8 PCF N 41 �- 3• DEEP LEG TRACK AS HOLD SAFlNG INSULATION 0 E ++ i} 3" DEEP LEG TRACK 110MM ''FOR STRUCTURE EACH FLUTE / SCHEDULED. �DECK WITH SECURE 104C � PROJECT F, HOLD SIDS 0 GYP. BD. DOWN 1/2' FOR STRUCTURE DEFLECTION DO NOT SCREW ` INTO DEEP LEG HEAD TRACK SPRAY-ON SMOKE y OY DEFLECTION. DO NOT SCREW INTO DEFT, LEG 14FAD TRACK 1 SEAL EACH SIDE ti -METAL DECK BRIDGEPORT -- -- _ --�- OR EQUEDAMAL --- �� E I" GAP BETWEEN I VILLAGE AND s?u°s To TRACK BUILDING R2 TOP OF STUDS _ O - DEFLECTION SPACE N LOCATA:�f1 rp TUALATIN, OR. PARTITION AS I I - --- ti SCHEDULED L_ SHEET TITLE ATTACH GYP. BOARD TO � SC DARTITION � .J F'MMM As ti- - STLJOs ONLY - BLDG R2 -�-- DO NOT ATTACH TO TRACK cu a WALL ACOLIS ICAE SEALANT SCHEDULE ------ - W TOP AND 11ASE TYP Tat•' OF NON-RATED PARTITION TYP. TOP OF RATED PARTITION c � o sH�T IVIMBER (,-)SOUNDWALL 3" 1'-O" �2 3" a 1•-0" 1 •3w � V-O" F- R Ar �} h is L 95 r. ,..:..f ,, •r'.. je•+ �. Ire ♦,''1 i , ,.t Ef ' �',� r• , 9 o � . opus Opus Architects & Engineers, Inc. H 10350 Iron RoodWaI WnnWank•, MN 55)43 0110 952-656-4424 �� I � - 952-656-4529 fax ---- 1-H„I;;IHNTION ` 4 14 \ 1 --. - - -- - - - ---- ----- ----- - _ - _ - _ _ -- - - - ------------- E. DRAWING SYMBOLS STRUCTURAL NOTES 09 /04 ---- ---- - DRAWING INDEX EMT-��f EARTH/COMPACT FILL PER OSHATREQUI CONNECTION S1 TITLE SHEET j� DESISN DATA C. CAST IN PLACE CONCRETE C. STEEL JOISTS S2.0 - FOUNDATION PLAN EmzFACE BRICK C - JOIST BOTTOM CHORD EXT. A. BUILDING CODE 1. ALL CONCHETE SWILL BE LTES1GNcD AND CONSTRUCTF..D 1N ACCORDANCE (KITH IBC 1. ALL STLEL J0151S 3WLLL BE DF_SIGNED 6 CORSIAL)CIEU IN A;;COHDANGF W/18(. - 1. INTERNATIONAL BUILDING CODE 2003 EDITION. GI4APTEF. 19 !k 201 318, UAICST EDITIONS. CH4APTEfi 22, SECTION 2206 - STEEL JOISTS U.N.O. S3 - ROOF FRAMING PLAN CONCRETE BLOCK -� BEAM SPLICE LOCATION a. DESIGN LOADS 2. ALL RF-INFURCiNG SHALL BF DETAILED, FABRICATED S PLACED 1N ACCCJRDANGE 2, STEEL JOISTS SUPPLIER SHALL FURNISH ALL BRIACINH.3, WALL ANCHOHS, d - A propertlna. I L c 11. (- 1. WIND LOAD WITH CRS1 'MANUAL OF STANDARD PRACTICE", LATEST EDITION. `LEADERS 6 BOTTOM CHORD EXTENSIONS, ETC. AS NECESSARY TO PROViCE A ST SECTIONS and DETAILS T COMPLETE INSTALLATION. WIND IMPORrANCt FACTOR I ---- 1.0 3. SPACING OF CONSTRUCTION OR CONTROL JOINTS 1N WALLS EXPOSED TO VIEW COAE'L S� - SECTIONS and DETAIL'S WOOD BLOCKING S� I-, l STEPPED FOOTING LOCATION W SPEED (3 SECOND Gt1STl. 9U H ---_-� - __ J FXPOSIJRE B SHALL NOT EXCEED 4J FEET UNLESS SPECIFICALLY NOTED OTHERWISE ON THE 3. HE JOIST SUPPLIER SHALL COORDINATE BRIDGING LOCATIONS' n1I-H TI,E _ r INTERNAL PRESSJRE COEFFICIENTS, Or . . +r- 0.18 DRAWING"u. CUT HALF OF THE HORIZONTAL REINFORCING AT CONTROL JOINTS. SPRINKLER CONTACTOR SUCH THAT THE BRIDGING IS I-OCATED A MINIMUM Of �y 1' 0" CLEAR 4OHil. FROM THE CENTER NINE'S OF THE .iF'PINNOLFH HEALS ON Sv - SECTIONS and DETAILS k WELDED WIRE FABRIC [ ►-- MOMENT FRAME CONNECTION THE WIND PRESSURE IN TERMS OF POIN�DS PER SQUARE FOOT TO BE USED FOR 4. SLEEVES EMBEDDED IN SLABS AND MALLS SHALL BE LOCATED CLEAR BETWEEN 2'-0" CLEAR VERTICALLY BELOW THE SPRINKLER DEFLECTOR. 7 - - THE DESIGN OF EXTERIOR COMPONENTS ANC) CLADDING MATERIALS SHALL BE. REINFORCING BARS AND SHALL MAINTAIN CLEAR SPACING EQUAL TO TIC S / - SECTIONS and DETAILS17- P.T. INDICATED ON THE SHOP DRAWINGS SUBMITTED BY THE SUPPLIER AND DIAMET'R OF THE LARGEST SLEEVE :N ANY DIRECTION. SLEEVE GROUPS THAT 4. PLACEMENT Or MECHANICAL UNITS 6 -(.ANGERS SUPPORTED BY ROOF OR FLOOR - CEHi1FllrU BY A HEGISiEHEU ENGINEEH 1N AHE STATE OF IFIL PHOJLC'. UU NOT COMPLY W11H 1HE ABOVL• HEQUIHEW .NiS SHALL BE CON51L)EHEU AS AN JOISTS 1S SUBJECT 10 1HE PHIOH APPROVAL U1- IF* SIHIX:•IU-iAL ENIGIWE-H. H--� P.T. FIXED END I --- BEAM MOMENT CONNECTION a EF+ANG A►:C REINFORCED PER NOTE 145 BELOW. L� 2. ROOF LOADS 5. TIC LOIST MANUFACTURER SHALL BE RESPONSIBLE FOR 8 SIALL SUBMIT SIiOP � - LIVE LOAD (L.L. 1 ---------------------25 PSF 5. LINLEFS NOTED OTHERWISE ON THF DRAWINGS: PROVIDE FXTRA REINFORCING ON DRAWINGS FOR APPRCVAI.. A CERTIFIED LETTFR STATING THAT ALL STANDARD p `• �---� P.T. STRESSING END -�----� P.T. INTERMEDIATE FIXED END DEAD LOAD (DESIGN D.L.)---------------15 PSF ALL SIDES OF AIL MISCELLANEOUS WALL AND SLAB OPENINGS4 EQUAL TO ONE JOISTS CONFORM TO THE LATEST EDITION OF :CJI SPECIFICATIONS SHALL EE -- - NET UPLIFT FOR JO:3T DESIGN-- 5 PSF HALF THE INTERRU?TFO REINFORCING BARS EACH SIDE BUT NOT LESS THAN 2 SUBMITTED. CALCULATIONS FOR ALL JOIST GIRDERS 6 SPECIAL JOISTS 0 1 05 FOR EACH LAYEH OF REINFORCEMENT. EXTEND BARS CLASS 'B' LAP LENGTH CERTIFIEU BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE Or THE Alp HIT ECT S P.T. INTERMEDIATE 3. HOOF SNOW LOAD HLJT NOT LESS THAN 2 FFEI BEYOND EDGE OF OPENINGS. PROVIDE 2-#4x4'-C' PROJECT, ;"Ll HE SUBMITiED FOR REV':EW. I I STRESSING END GROUND SNOW LOAD, P ------------------10 PSF DIAGONAL BARS AT FACH COPAER FOR EACH LAYER OF REINFORCEMtENT, FLAT ROOF 3N10W LOAD, P, 7 PSF" 6. THE DESIGN OF ALI. JOIST 6 GIRDER MEMBERS 6 ELEMENTS SHOWN ON THE SNOW EXPOSURE FACTOR, C --------------1.0 6. PROVIDE A 3J4' CIUAMFER ON ALL EXPOSED CORNERS OF CONCRETE. DRAWINGS ARF. FOR THE IN PLACE COMPLETED BUILDING. ALL LORDING DRAWING TiTLE SNOW IOAO IMPOHIANCF FACTOR, 1-- ------1.0 CHI 'FHIA A VFHIFICAII;IN (1: DI-SIGN 1-011 1CAI)iW-i S(X;H AS HANIA IN -- ------------------------ --- ---- --- THERMAL FACTOR, C- ---------- -------- 1.0 7. PROVIDE ISOLATION JOINTS AROUND COLLMNS AT SLAB ON GRADE AREAS. TRANSPURTATIUNJ 6 ERECTION ARE THE SOLE RESPONSiBILITY 0C `HE JOIST ------- - DRAWING NUMBER MWNU=ACTURFR. / 4. CARTIiOUAKE DESIGN DATA 8. THE FOLLOWING MINIMUM CONCRETE COVER 311ALL BE PROVIDED FOR DRAWING NAMF SEISMIC USE GROUP-------------------- -I HEINFORCEMENI: T. SPECIAL JOISTS 6 .JOIST GIRDERS `riALL BE DESIGNED FOR THF LOADS SEISMIC DESIGN CATEGORY---------------D MINIMIJM IND:CATEO ON 'HE CRAWINGS. SPECTRAL RESPONSE. COEFFICIENTS S,. -0.753 COVER IN FLOOR PLAN SL', 0.404 A. CONCRETE CAST AGAINST 6 PERMANENTLY 8. JOiST MANUFACTURER SMALL DESI�I 8 PROVIDE SPECIAL JOIST SEATS WHEN 1 - - C 1 1_ CLASS -S, EXPOSED TO EAHTh --- --•------- --- 3 TFE SUHPORi BEARING WIDTH IS LESS THAN S11 REOU:HEfrENTS. 1'_Q" BASIC SEISMIC FCi:CE RESISTING SYSTEM - SPECIAL MOMENT FESISTING FRAMES B. CONCRETE EXPOSED TO EARTH OR WEATHER: ' 9. ALL -oisrS SHALL BE CAMBERED IN ACCORDANCE WITH SJI CRITERIA �- ---DRAWING SCALE DFSTGfI BASF SWAP.----- --------------- -37 K #6 THiNU #18 BARS -------------. --------- U.N.O. ANALYSTS PROCEDURE - FOUIVALENT LATERAL FORCE 05 6 SMALLER BANS ------ - ------ ------ -- 1 1;2 COLUMN LINE GRID and NUMBERS 10. sTHOCiORAt SiFct S(*+i IEH SHALL PROVIDE EHFCT ION BC( IS AT COLI,MNS AND / \ - MN •• -'-US SN1OW Af_CUNIULATION, DRIFTING, AND SLIDING AS nEUUIRED BY IBC, C. CONICREFE NO' EXPOSED -0 LEATHER UR IN ELSEYIHERE AS RF.OUiRED BY OSHA AND THE MIETHOD OF STEEL ERECTION. BOLT 1\ Pk_ NEW COLUMN NUMBER CHAPTER 16, SECTION 1608. CONTACT WITH GROUND: SIZE AT COLUMNS SHALL BE 1/2" DIA. WITH A 9/16" HOLE. COORDINATE SLABS 6 WALLS: #14 6 0,8 BARS------------- 1 1/2 _OCATIONS 'WITH JOIST SUPPLIER. j EXISTING COLUMN NUMBER C. ALTERNATE OESIGNS Oil 6 SMA:I FFI HAHS -------- 314 ALTERNATE STRUCTURAL SYSTEMS 6 DETAILS WILL ONLY BE CONSIDERED PROVIDED THEY D. STEEL DECK ARE SUBMITTED WITH CALCULATIONS CERTIFIED BY A =ROFESSIONA_ ENGINEER D. BEAMS Q COLUMNA. 1. ALL STEEL DECKS SI+ALL BE DESIGNED A CON,_TRUCTEO IN ACCORDANCE WITH HESISTERED IN THE STATE OF THE PROJECT. THE CALCULATIONS" MUST SHOW THE PRIMARY HEINFORCEtiENT, TIES 6 STIRRUPS---- 1 112 IBC C,;,+brco 22, SECTION 2205 - 00-D FORI&D STEEL AND T"1E STEEL DECK 1 A ) EQUIVALENCY OF THE ALTERNATE. ACCEaTANICE OF THE ALTERNATE By THE ENGINEER INSTITUTE SPEiIFICATIONS AND RECOMIENDATIONS, LATEST EDITION L,.N.O. -_ OF RECORD MUST BE 1N WRITING, V. STEEL ISSUE RECORD A. STEEL MATERIAL PROPERTIES 2. PRE-APFROVED DECK MA14UFAC'-LtAERS ARE VULCRAFT, *IEELING AND VERCA. D. FUTURE EXPANSION 1, ATFEL PROPERTIES: FY, PSI ASTM OTHER METAL DECK MANIJFACTORERS MAY BE APPROVED PROVIDING -HAT THF 06/14/04 STEEL BID SET THIS PROJECT IS NOT OESI3NED FOR FUTURE EXPANSION. A. 3TRUCTURAL WIDE FLANGE SAAPE3----- 50,OOC A992 DECK SPECIFICATIONS MEET OR EXCEED -HE SPECIFICATIONS OC -HE PRE- B. OTHER STRUCT. SHAPES 8 APPROVED MMWUFACTUPERS. META_ DECK SiZE, GAGE AND TYPE ARE 1NCICAi=D 07�r06/04 PRELIM. SHELL PERMIT SECTION TARGET II. SPECIAL INSPECTIONS OLATCS, ETC--------------------•-36,OOC A36 ON -14E CRANI NAGS. 09/16/04 FINAL SHELL PERMIT -�--- -- -- A. SNHCIAI INSPFCIIONS AHF 4r001HHG IN AGCOHOANCE Wr IAIFST EDITiON IHC, C. HIGH SiHFWi1H HOITS, 11.14.0,--------- 14,OW A325 \ SECTION NUMBER SECTION 1704 FOR THE FOLLOWING PORTIONS OF CvNSTRUC;TIGN: 0. ANCHOR RODS----- ---- ------------•-- 36,OOC A36 3. ROOF UiCK "_•fI RF ANTINLJOIJS OVER THREE SPAI,S MINIMUM. viELC STRESS CONCRETE E. WELDING ELECTRODES- E70XX AWS D1.1 CHAPTER 5 SHALL BE 33,000 PSI MINIMUM. DECK SUPPLIF,R SHALL SUBMIT :CBO REPORTS C SHEET NUMBER BOLTS INSTALLED IN CONCRETE r, DECK WELDING ELECTRODES------- -- -- C6GXX AWS D1.1 C'IAPl`ER 5 St1DWIN(G ALLOWABLL DIAPHRAGM SFIEAR VALUE'S. CRECT IN ACCORDANCE WITH / RFiN�ORCINKG STFFL 0. SIHUCTURAL PIPES----------- ------• 35,00;3 A53 GRADF 9 THF HFFCRT TO MEFF TNF REQUIRED SHEAR SPECIFIED ON THE DRAWINGS. 1 STRJCTURAL WEL3ING H. STRIX:TLKIAL. TUBES------ ----- ------ 46,OO C A500 GRADE B CONNECTION TO FFJAMING WMBERS SHALL NOT BE LESS THAN THAT SHOWN ON P 1 DETAIL TARGETS HIGH STRENGTH '.;OLTINIG 1. HEADED STUDS, TYPE B DRAW INC3S. o� � ;VU-65,000)-------------------- -51 DOC AWS D1.1 C4AP-ER 7 SECTION NUMBER III, SITE 1HHDRK •J. EXPANISIONBOLTS SF*A BE Hi!_TI KWIK 601.1 11 Ort PRE-APPROVED EOJAI . 4. MIN:MUM HEOUIREMENTS FOR ROOF DECK FASTENINM3 SHALL BE aNFUTEK SDK63 \ '�_ A. GEOTECHNICAL RIEPORT PiNS AT SA'POnTS 0.155" 0.25" THICK USING THE PATTERN SHOWN ON THE SHEET NUMBLR 1, FOUNDATIONS, RETAINING 6 BASEMENT WALLS, FOUNDATION DRAINAGE, SLABS 2. SEE TTEM B.10 BFLOW FOR ADDITIONAL REDOIREMFNTS FON SEISMIC FORCE DRAWINGS AND VERCC SIDELAP CONNECTIONS (VSC) PER FASTENING DETAILS ON GR,4DE 6 OTHER ITEMS RELATED TO THE SOILS ARE DESIGNED d SHALL BE RESISTING SYSTEMS. SIVN ON THE DRAWINGS OR PRE-RPPROVED ECUAL. ELEVATION TARGET CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF TERRA 1 _ 1 t -'-�'_ -- --------- --- - ASSOCIATES, INC. REPORT NO. T-4924 DATED MARCH 11, 2003 AND S. STRIICTURAL STEEL VI" __jIGMT GAM METAL STUD FRAMN SECTION NUMBER SUPLI-EMENTAL REPORTS DATED SEPTEMBER 11, 20C3 AND OCTOBER 23, 2003. 1. 1TRUCTURAL STEEL DESIGN 6 CONSTRUCTION GIALL CONFORM TO IDC CIiAPTER A. LIGNr GAGE FRAMING SHEET NUMB 22, SECTION 2201, AISC "LOAD b RESISTANCE FACTOR DESIGN SPECiFiCA"ION 1, SIGHT GAGF FRAMING SHi�L BE DESTGNFD 6 COWTRUCTFD IN ACCORDANCF 81 2. DESIGN NET SOIL BEARING CAPACITY IS AS FOLLOWS*. FOR STRUCTURAL STEEL BUILDINGS' 6 RISC 'CODE OF STANDARD PRAC 'E" IBC CHAPTER 22, SECTION 220.5 - COLD FORMED STEEL. DESIGN NUMLIER TH A. SPHFATI F(X)IIrK;S---------------- ;i3OX)O PSF IATFST FDI II('NS, APPIv D.N.Q. S435220-R2 - --- -- - -- B. STRIP FOOTINGS----------------- 3,000 PSF 2. STUD DESiGNAT:CN S RELATED ACCESSORIES ON DRAWINGS ARE COR DIETRICH REVISION TARGET C. SITE RETAINING WALL FOOTINGS--- 2,000 PSF 2. STPUCTURAL :+TEFL SUPPLIER SHALL 3UBM'T SHOP DRAWINGS AND CALCULATIONS TNDUISTPIES, INC. CrFER MANLIFACTUAEnS SHALL FUHN:SH ELEMENTS OF EQUAL PROJECT NUMBER REVISION AREA CLOUDED CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE Oi THE OR GREATER SECTION PROPER-!ES, MATERIAL STRENGTHS 6 ST:'FNESS. 3. ALLOWABLE PASSiVE PRESSURE ---•-------- 350 PCF PROJECT' FOR All CAP PLATES, HEARING PLATES, BASE PLAIES, STIFFENERS, DATE .� SPLICES A CONNECTIONS DESIGNED BY THE SUPPL:EH. Fy = U,000 psi (STL,DS = 18 GA IN THINNER). 09/16/04 4, COEFFIC1rNT OF FRICTION---------------- 0.35 Fy = 50,0(x; psi (STUDS = 16 GA 6 THICKEF), 3. STRUCTURAL STEEL SUPPLIER SHALL FURNISH BOLTS FCR OSHA CONNECTIONS Fy 33,000 psi (TRACK). PROJECT MANAGER 5. MINIMUM DEPTH FROM EXTERIOR GRADE TO BOIL, nF BUILDING PERIMETER (SEE DRAWINGS FOR DETAILS). BOLT HOLES IN BEAM TOP FLANGE SHALL BE M. NICHOLS• FOOTINGS SHALL BE 12 INCHES. MAXiMUM 9116" DIA. FOR "K" SERIES „OISTS AND 13/16" DiA. FOR "Lh 3. STEEL MINIMUM DELIVERED DRAWN BY :+ERJES .JOISTS. GAGE THICKNESS (IN.) fi. FOUNDATION h RFTAINTW WAI I S ARF DFSTGN1FD FOR THF FOI LOWING 7O 0.03?9 E. SATHR[ EQUIVALENT FLUID PRESSURES. BACKFILL MP.TERIAI_S 6 OPERATIONS SHALL BE 4. PROVIDE PROTECTIVE ASPHALTIC COATING OR EG:JAL AROUND STRUCTURAL STEL 18 0.0428 CHECKED BY AS RECOMMENDED IN THE SOILS REPORT, BELOW GRADE. 16 0.0536 D. PE.TTIT A. FICINrORCCD SOIL 14 0677 ACTIVE ------ --.------ 35 PSF IFI 5. CAMPERS SHOWN ON '4E ORAWiN3,S REFLECT THE IN-PLACE FHECIEC, BEAM DEAD 12 PASsIJE ---------------440 PSF/1-T LOAD CONDITIONS. CAMBERS SHALL BE INCREASED ACCORDINGLY BY STRUCTURAL U • Errors may occur in the transmission of AT FIcST - - --- 55 PSF/FT STEEL SUPPLIER TO ACCOUNT FOR LOSS OF CAMBER DUE TO CAMBERING electronic files. T'.e Opus companies are not ABBREVIATIONS B. RETAINED SOIL PROCESS, TRANSPORTATION AND HWNDLING. BEAMS WITH CAMBER SHALL COMPLY ALL STUDS SHALL BE SIGNAle H r1 DiETRiCH OR EQUAL. responsible for uny claims, damages or ACTIVE - -------------- 40 PSFIFT WiiH A CAMBER TOLERANCE OF -0", +�". SINGLE POiNT CAMIIERiNG IS NOT PASSIVE ----------- ---360 PSF/FT ALLOWED. 5. STUDS RESIST LATERAL LOADS ONLY 8 n 0VICE LATERAL ,TABILITY FCR expenses arising out of the unauthorized use - AT PEST 60 PSF/FT ISSUERECORD of the information contained in electronic F EXTERIOR ANTERIAL.. -- files. �'•--- --- - - --- Q--- 5. THIS STRUCTURE 1S A NOM-SELF SUPPORTING SiEFI. FRAME REQUIRING A.B. ANCHOR HrIT FAB FABRICATE IN 0.c. ON CENTER(S) - I IY, CONCR INIFRACi ION WITH OTHFH F.F-WNIS 10 PPOVIDH AHF HFQIIIHHO SIAHII fly. 6. IFF DHA.WIN;S AHI v1FNDFD 10 FXPHFSS if* MINIMUM DFSIGN PFHFOHMAN('F. _ ELLE __ - -__- -__ • Electronic files may nol accurately reflect ALT. ADomNn1AI FD. FLOOR GRAIN 0.F. OUTSIDE FACE A. CONCRETE MATERIAL PROPERTIES THE STEEL ERECTOR SHALL PF0VIDE TEMPORARY BRACING UNTIL FINAL ALTERNATE DESIGNS OF EQUIVALENT CAPACITY WILL BE CONSIDERED BY THE r the final as-built conditions. It is the ALT. ALTERNATE FDG FOUNDATION OPNC. OPENING 1, CONCRETE PROPERTIES: f'c SLUMP STABILITY iS PROVIDED. AS �, MINIMUM, TEMPORARY BRACING SHALL BE 3'TRUCTURAL ENGINEER FOR APPROVAL. THIS WILL BE SUJB,JECT TO THE REVIEW l responsibilityof the user to verifyall ARCH. ARCHITECi(URAL) FUG. FLANGE BPP. OPPOSITE PSI INCHES PROVIDED AT EACH GRID TN 130TH DIRFCTIONS. OF THE FINAL_ DETAILED SHOP DRAWINGS AND RELATED MSIGN CALCULATTON.S ISSUE DATE REV. DESCRIPTION I SHEET NO. layouts, dimensiors and other related F.S FAR SIDE 0'S. OUTSIDE _ Y FTG, FOOTING A. FOOTINGS, GRADF BEANIE CERTIFIED BY A PROFESSIONAL ENGINEER RF.Gi5TEREO iN THE STATE OF THE ------ -_-•--- - - --- -� information. BLDG BUILDING PUT FUTURE P _- 6 FOUNDATION WALLS ------------ 3000 4 +r- 1 7. BOLTED CONNECTIONS SHALL BE 3/4' DIA., A3^.5 BEARING-TvPE WITH THREADS PROJECT, 1 06/14/04 - - STEEL BID SET S1 THRU S6 y BILK BLOCK PC. PRECAST CONCRETE B. INTLRIOR SLAB ON GRADE INCLUDED IN THE 14-EAR PLANE. INSTALL BOLTS IN PROPERLY ALIGNED HOLES � • This document prior not be used or PERIM PERIMETER ) 1 AND TIGHTEN TO A S:IG TI(GF+T CONDITION AS DEFINED B. THE LATEST 7, PROVIDE DOUBLE STUDS AT ALL WINDOW JAMBS IJ.N.O. STITCH WELD STUDS _ BLKG BLOCKING �_ (@ 5U DAYS ---- 4000 4 + ' 1 v � -- ---- -- copied without prior written consent. BM BEAM GA GAGE, GAUGE PL PISTE C. EXTERIOR SIAD ON GRADE ------ - 4000 4 +/- 1 EDITION Or AISC 'SPECIFICATION FOR STRUCTURAL JOINTS LASING ASTM A325 TOGETHER AT 12" ON CENTER. 2 07/06/04 PRELIM. SHELL PERMIT S1 IHRU S7 p all rights reserved BOT BOTTOM WV GALVANIZED PLF POUNDS PER LINFAR FOOT OR A490 BOLTS" U.N.O. BRC BEARING GC GENERAL CONfRA,CT(oR) PROD. PROJECTION 2. ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO GIVE TFE CONCRETE AN 8. PROVIDE SELF-DRILLING OR SELF-TAPPING MINIMUM 1;2" TYPE 8-12 SCREWS 3 09/16/04 FINAL SHELL PERMIT S1 THRU S7 B.S BOM SIDES PSF. POUNDS PER S0, FOOT AIR CONTENT OF tilt +1- 1% BY VOLUME. I. BEAM CAMBERS SHALL BE VERIFIED 6Y AN iNDEPENDENT TESTING AGENCY PRIOR AT 12" ON CENTER FOR BUILT UP HEADERS, LINTELS, ANO JAMR)S. - BSMT BASEMENT �_-_ PSI. POUNDS PER So INCH TO ERECTION AND DOCUMENTATION SHALL BE PROVIDED TO THE STRUCTURAL - --- - Prepared For BTWN. BETWEI:N HORIZ HORIZONTAL - PT. POST TENSION 3. CONCRETE MIX DESIGNS 8 SUPPORTIVE DATA MUST BE SUBMITTED FOR APPROVAL ENGINEER OF RECORD OF REVIEW. 9. SCREW ALL STEEL SECTIONS AT WINDOW HEADS 6 SILLS TO JAMB STUDS M,IITH A H.S. HEADED STUDS ACCORDING T) ACI-318, SECTION 5.3, LATEST EDITION. MINIMUM ONE SCREW EACH SIDE EACH MEMBER. - - /, OPUSOHS.S. HOLLOW STRUCT. STEEL QTY. QUA4TITY 9. ROOF BEAMS ARE DESIGNED IN ACCORDANCE WITH AISC LRFD SPECIFICATION, C.B. CONCRETE BLOCK HT. HEIGHT B. REINFORCING MATERIAL PROPERTIES CONTINUOUS BEAM PLASTIC DESIGN, LATEST EDITION. 10. ANCHOR EACH STUD TO RUNNERS WITH FOUR 010 SCRIIGS, TWO TOP AND TWA C.I.P. CAST IN PLACE R 1. RE14FORCING PFYIPERTIES: fYJSgI 842 BOTTOM, WITH ONE SCREW IN EACH FLANGE U.N.O. - - - -- - - HAD. RADIUS Opus Northwest, L.L.C. C.J. CONTROL JOINT ( --- A. ALL OARS UNLESS NOTED 60 261` 10. SEISMIC FORCE RESISTING SYSTEM - ADDITIONAL REQUIREMENTS: CJP COMPLETE JOINT LF. INSIDE FACE - R.D. ROOF D24!N B. TICS A STIRRUPS-----------• -_-- 60 A615 A. ALL MEMBERS AND CONNECTIONS iftAT ARE PART OF TI[ SEISMIC FORCE 11. ALIGN RUNNER TRACK ACCURATELY S SECURE TO BASE S HEAD WITH MINI" --� PENETRATION WELD INFO INFORMATION REINF. REINFORCE(D), (ING) C. WI-DFD WIRE FABRIC (SMOOTH)----- 65 A185 RESISTING SYSTEM SHALT_ COWLY WITH THE ADDITIONAL RFQIJTRFMlFNTS - -� --_ r1l CENTER LINE REO'D. REQUIRED 131 0.&C6" DIA. FASTENERS WITH 1-1/4" PENF_TRATTON AT i6" ON CENIIFR. REV. REVISION, REVISED D. W[LDABLE REBAR------------------ 60 A706 OF THE RISC 'SEISMIC PROVISION FOR STRUCTURAL STEEL BUILDINGS"LDINGS" -------- 1000 S w. Broadway, Suite 1130 CLR CLFAR(ANCF) J O LATEST EDITION. 12. FASTENERS AS SHOWN ON THE DRAWINGS OR EQUIVALENT OR AS NOTED IN THE ---' Portland, myon 97205 C.M.U. CONCRETE MASONRY UNIT 157. JOIST c I 2. SOFT METRIC DAR SIZES VS. INCH-POUND (U.S. SYSTEM OF MEASURES) BAR MANUFACTURER'S STANDARD SPECIFICATION BUT FASTENER SPACING SHALL NOT (503)-916-8963 COL. COLUMN JT. JOINT S-- SOU FH SiZE. TABLE. OF'i1,9 DRAWINGS REFLECT THE U.S. SYSTEM OF MEASURE. B. NOTCH-TOUGH STEEL 1S REOUiRFO FOR MEMBERS OF ASTM A6 GROUP 3 EXCEED 24" ON CENTER. -- COMP. COMPOSITE SIM. SIMILAR WITH FLANGES 1 1/2" 8 THICKER, AND ALL GROUP 4 8 5 SECTIONS - - - `- CONN. CONCRETE INCH POUND RAR SOFT METRIC BAR SHALL HAVE A MINIMUM CHIRPY V NOTCH (CVN TOUGHIESS OF 20 FT 13. SELF DRILLING OR SELF TAPPING MINIMUM 1/2" TYPE 3 12 SCREWS1 MAY BE y �+ CONN CONNECTION �--------- S.L. SNOW 1.020 ) -- -- --- ------.--- ----_ -_ r� E CONST. CONSTRUCTION K KIP SPA SPACES) SIZE DESIGNATION SIZE DESIGNATION LBS AT 70 F AS DETERMINED BY LRFD SPECIFICATION A3.1C. COLUMN USED 1N LIEU OF WELDING FOR ASSEMBLING STFEL STUD WALLS. OWE SCREW Cj PROJECT L K.O. KNOCK-OUT SQ. SOLIARE SHAFT PLATE Aft) BRACE ELMENTS 1 1/2" 6 THICKER SHALL BE FINE MAY BF ;TIIHSTITUTFD FOR EACH WELD U.N.O. T BRIDGEPORT coNr CONTINUOUS K.S.I. KIPS PER SQ. INCH STD. STANDARD #3 1410 GRAINED KILLED STEEL COMPLYING WITH ASTM A572, SUPPLEMENT -- --- -- --- ---- - --- - -- STS. STEEL 04 413 REQUIREMENT 931. _ PILLAGE 41 DBI DOUBLE L ELLE__ STRUCT.STRUC,UFIAL 145 1416 DTL DETAIL L.L. LEVE IOAD 06 1419 C. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING , CIA, DIAMETER LLH LONC LEG HORIZONTAL L- - 147 1422 PROCEDURE SPECIFICATION (APE) AS REQUIRED iN AWS D1.1 AND �t DIAL. DIAGON6AL LLV LONG; I F.G VERTICAL TBE. TOP OF BEAM FLEVATiON 148 425 - - - ---- ----- ----- BUILDING R2 iDE. TOP OF OECk EIFVAT10N APPF3OVEU BY TF# EM3INIf=FR OF RECORD. All CYHLIk3 I1SFf) IN Tff � DL DEAD LOAD TEMP. TEMPORARY 149 429 PRIMARY MEMBERS AND CONNECTIONS SHALL BE MADE WITH A FILLER n ON. DOWN M-- TIF F. TOP OF FOOTING ELEVATION 010 032 METAL THAT HAS A MINIMUM CiARPY V-NOTCH TOUGHNESS OF 20 FT LBS CJ I(K'AiK)N TUALATIN, OR. DCI. DITTO MA ON TPE, TOP OF PIER ELEVATION 011 #36 AT MINUS 201F. --- ---- - ------_-.____._�- DWr; DRAWING MAiL. MATERIAL 1414 1443 (iJ MAX. MAXIMUM � TOP OF SLAB ELEVATION MAX. MAXIMUINE TWE TOP OF WALL ELEVATION 018 1457 D. ALL BOTTOM FLANGE BACK UP BARS SHALL BE REMOVED, BACK ROOT - - -- ---- - --- _ TYP TYPICAL (3OIGED AM) A MIN. OF 5116- FlI1FT WEED ADDED TYP. IJ.N.O. LFFt TI'IE E�- EAST -- MIN. MINIMUM ! N EA EACH MISC. MISCELLANEOUS 0 'TITLE SHEET ELFV. ELEVATION M.O. MASONRY OPENING UNEXC. UNFYCAVATED E NiL. METAL EQ EOUA1. U.N.O. I. ILESS NOTED OTHERWISE -- -- - --. _ ------- ------- E.S. EACH SIDE A' CL EXiST. EXISTING Jam_ - _-- N LXP. ExPANSK�w IN NORTH vER r. VFIRTICAL EXT. EXTERIOR ALC. NOT IN CONTRACT � ------- N 5 NEAR SIDE , � fN1MNER NTS NOT TO SrrALE w WEST ----.. w/ WITH C) I w.P. wofNK P(>tNT � .W.F. wEL.DEo wIRE FABRIC __j �� • Cl 1 Isplip pill M1, 13 D I I? RIF I f I A ( JIH BUILDING .....,......R.._.... ..--,�. .......-__-._,._,.- ._-..,wwwo!•wta•nT.�ww��•w.•,+n•.-rw+ -._'_ `1➢ . •.-.+,+,m,rww..r.-..+..w...w..•.._-,.�..-••...._....-^w^�Twe 7==r!7--- Ta'n,.ne.m _._....._,__....._.-..r�,.�. .,,.�-.-......._-. __. •.�.w_..+. F�..�wr��.•�...•-----.,. .....-_...-_. , .: s. ,Y •rcMA r ,. ox t ti I , .. „ • •r i, , TUALATIN OREGON r. . 4 ... ,. r:.. .,; I ;. .,. :_.. ,.- .. y-. ,. :.: .. ,..'• ,n .. .67 ,,, •,., .1 _�M�.7� b. J.'ti:� ,..`,4r. 'r. c...-:i^ x ..,j,1- ':,''c:-, f ){ tY 7 .., K .Y ITV � '�: fti �• ! v'.:�7.�:��. r�"• Ii a[C'.:T'},TA.•' pY �, 'a' ., F" N. .tr..( y.. ,�.r r' ". . {`1a, ['. '1,!0 �1 :��. •'•r.., r r_,,,',,: r� t. ,_ �.,,,- .•, r { ,: ' :<HdAF. .. sr,>,.,•1r df... o �. , " ar.. [> .gnu., rr�s...rs _,. ..aa n. .t�, i, -fi. .5 ..w� �°.T r.t r f;. `�F.. - , .a, .ti �4 -fi�.y�r " !_.i[6-' +r:.r,;7 d.:H •3S'P ,?'�'. n. r q f• ... a .a. . r..,.. _ ,. kl, 1;7S1.W•i. >.�p '. ft.'�Y�„ .. r' ^. r ....:• . - ',f' �,`TWk. ,l I r lteftYWYYW ..rw.J,MrY +Y.• WW:Y«nwNCL.a.M„-14Yu.wariia.r.r.tYwarw+_. aFWN.aY+Y"JY4ra.--u.WYL. ..a....-ar.r..ar.._.•.- .air:•rn'wwa.ww.il+J+rU/W..,tvWYWc w .F.:M.wr,r '. _:. . -.y :. � f .j_:.,".. T. ru:"w+oi"• - . — ., ...rw,::rw rrawwr..i.Y. «.wi.rc".i►raaa�uL.s7 _,._ _- .- -..., ,: ,.. ,7: i fc.�1� !`;7. Y".7, +.-'.—...wr.rw:wwr rsl.WLL. I,M .•,t.�t{`v4ilJekaur Y.-6;a....r"-'moi."... .,_.:.w..,..r._.c..w:,w....,,•....a.w...,...•.warrP'u.u..,wuLr..sr..x....a.•.....t..w:.....W.•r1...1..iL.w.v ,e rrL ,�.,..,._,...,_:...._.. :._ :__ <:. ..,;_ .r..i � - rs ..—..—_.. _... ...._.....,. 'fAll us,Y ---------------- ----- _--_ - 185'-1 _ � y ----- 44'-8" - Gr PLAN NOTES: 32'-0' 41'-4" 46'-6"-- - ---- -- - — _ -_ 20'-6" Rel 1. TOP OF SLAB ELEVATION (TSE) - 100'-0- s (+07 U.N.O. ON POW. I 17'-2' _ 16'-C" 12'-10" Engi n, Inc. DATUM EL. _ 184.0' (VERIFY sr/ CIVIL DRAWINGS). I 2. SLAB ON GRADE SHALL BE 4" FHICK NORMAL WEIGHT UNREMIFORCED10350 Iw+a wed CONCRETE U.N.O. y rT,O Ill ladur W � - 952-656-4wS. SEE SHEET S4 FOR TYPICAL FOUNDATION & SLAB ON GRADE DETAILS. 4. C-I COLUMN TYPE NOTED ON PLAN THUS: REFER TO COLUMN SCHED. I I ! I C2 I (2 I C2 I C254 C2 � ON THIS SHEET FOR COLUMN SIZE. - - -- -- - - - -- REGISTRATION / F-1�-FOOTING TYPE NOTED ON PLAN THUS: REFER TO FOOTING SCHED. (A _ -_ - _ _ __ -___— 4 ii /� ON THIS SHEET FOR FOOTING SIZE AND REINFORCING. �- - -- -- '- _ - - - - ---` - ----`- - -- } - - - - -- - - - - - -- - A IL ON TOP OF EXTERIOR COL. FTG. (VE.) TO BE 99'-0' U.N.O. ON POW. m I54I ` ( i I 8 C2 TOP OF INTERIOR COL. FTG. (TFE.) TO BE 99'-0' U.N.O. ON PIAN. B - -- - - -- - - M - - - _ - -J .�' J 64Ts U0 ! 5. ALL FOOTINGS TO 8E CENTERED ON GRIDS UNLESS DIMENSIONED OTHERWISE. o - - -1 $4 1 >N N C I 6. SEE 2/S. FOR SLAB EDGE DIMENSIONS. m F2 B 6 4v C F �},I' Ir,/.14 1 I I 6 I C2 r i STEEL COLUMN SCHEDULEnrp' I S4 a 6 MARK SIZE BASE PLATE REMARKS N m I >f4 MAI I I C2 ^ C1 C1 W10x33 XxI6xV-4" SEE DTL. 3/S4 'r - -- 3 I C1 I C1 I fi N -8 SEE DTL. 6/S4 C 1 I sa C2 - (, NT C2 W14x48 FOR BASE PLATE SIZE (p T T-- E=98'-0" _- - C1 °D �UAProt+ lexi L i D) C3 HSS 6x6KY4 - SEE 1/S6 FOR CAP PLATES - �--I-__ l - r4 x L— - SEE 8/S4 & 9/S4 ---- C4 HSS 6x6x1¢ - lYP u .0. 5 — 4 FOR BASE PLATE SIZE I 2 54 00 6 TVP • r 4 C2 8 6 6 I arol�oKTs I to ; I 04 E4 S4 — S4CI _ ' I_.� ` - +- - - w '-''�--1-� �1.e1'.�"'r------ --.z --� I �-rr•�—r—�.- � � E 1 G�R C H+T IC C T S '• �- c2 C2 I -C2 L- I C2L C2 Ty FOOTING SCHEDULE MARK SIZE REINF. E.W. REMARKS BOTTOM I I I F1 3'-0"x3'-0"x12' 4-#4 - I F2 - 4'-0"z4'-0"x12" 6-/4 1`3 I 11'-0"x11'-0"x24" B-�8 TOP & BOT. 21'-4" 20' !)" 15'-0" 16'-8" 15'-0" I --. 521,_0 -- --- ---- - 44'-8" --- - - 4 V-4" — -- - - 401 20'-6" 185'-2" --- 1 2 � 3 ) 3.6) ( 4 ) (a 3) (a 6) ( 7) ( g N -0[ AWRo FOUNDATION PLAN 06/14/04 STEEL BID SFT 07/06/04 PRELIM. SHELL PERMIT 09/16/04 FINAL SHELL PERMIT 1 � L l } 4 ) .4) �4'7) 1 7� 8 ) I I, I ... I v I \ T I - 0 5-7 12-'----%" 6'-4 " t .\5 -94 -2%\ 25.-7„ 111 -10 � - N 1 I I I 1 11 1 1 I I I I ! ' M �4 DESIGN NUMBER 1 I 5435220-R2 --- --- --- - - - ' PRO^^T NUMBER DATE 2'-1 1,1(q" 09/16/04 IF (c, I !� ( I , PROJECT MANAGER ��_— _ --- -------_ -- —_ — N N 1_ a' M. NICHOLS t ' M c r, -' n — -' - - - - - - --- -- -- ---� B ) DRAWN Bf 01 aye- 3'-7h1" -- —�B.6) E. SATHRE CHECKED Df — — -- — - - o - - - -- -- - - - _-- -- - --I - - - - - — - _ - ----- 3'-0�/e" _ ---4 c) D. PETTIT • Errors may occur in the tronsmiosion of d electronic files. The Opus cornpon;es ore nal 0 , - 9 „ 10 ' - q „ 1 I responsible for any claims, damages or 1, 3" - SLAB CONTRut. v expenses arising out of the unoutfwrize4 11se JOINTS- I -- of the information contained in elech-onir OC) l N I DTL. 1/54 files. N I -� __ • Electronic files may not accurately 71j- c the final as built conditions. It !s the rr'\ (AD r- � �) � N•� 3 ---- _ - - {C.8) Y eh refbtl:: I'-0 t 6 responsibility of the user to verily all J I i layouts, dimensions and other relotsc, _ _ I co t 2 _ Visinformation. it- OIL •This document may not be used or _0" copied without prior written consill 4.3 2'-4)b -- - _ 2'_1016" D. © oil rights reserved to —7" _ - 1 7" 6'-2V ;, rr.pa►.d for 7" - -� " I 11 CI4 - �N opuse, PARTIALLY ENLARGED SLAB EDGE PLAN 7" - _ _ 3 _'_ e t x t t t ° t t r t e 4, ! .L.^. r•� o n o r� n c� t i� r i� �I o to o' Opus Northwest, L sx �I 3" Jill; Jill E --- - - _ ■'.sL'Ji-��Lr+ « 1000 S.W. Drill Sui14 tt3a I I I ---•— ( � s e3sa I E Q FR0,IECT it r t t !P M BRIDGEPORT .- ,• __-__� 112--375j- __ M -_. r' VILLAGE 6'-9" 6'-9" 6'-9" 13'-11" 14'-7" 13'-11" 12' 3� ca I ^ 8'-7.3/" 5- .�I" 0'-9" 10'--9" 10' 9" 5' 10" ' 6" t ° r 0 BUILDING R2 dIM h /� h fi h t 1� M !7 h� 1� I� i0 M el•'f i 1 t tOtn r� h h O I N I I I I I ( I I I LocAT1oN I f I I (,J TUALATIN, OR. I` SNEET TrTLE I d.1 -0 I FOUNDATION PLAN 1 2 3 3..6 4 ( 4.3 4.6 ' 7 �� Q ter ntttter. . . tttt.r moo (!1 � SLAB EDGE PLAN .< SHEET HUMBER 2, 3/32` � 1'-O" � --__ • O R2mS J a_ .p,-"+","t+ewew .i,«........r..r:o.,.•.n.""rr+.«.......'w.w wrrrq+rM/�'AAMnMIwwAtew"w•rYww..,...rw,wr � .�ax"v'n,.nu,y..ray�R7t�. ,: .A 0 X Asi 1 4 ! t. a1 it � ,18r b , aLik4li � : IMP All A a K.. r ! 1 t : e i. 4 , r. •AC 1� Z�f q �y ' w+rrr,+u+►.r+�.,.w.+r.w.,..-..�.....xr.�,a.•....a.,...,..s..,.....s......."„w.r..truS+�ui,ir,tiai.rw -, _-: -._..:-.4.Cwd,ir�:+r.aiiWia'S`�- •,,. � .. ,. ,, ... rr OPIJS Opus Arte l (7) 08EnginWs, Inc- i tA5'-2" SPRINKLER 6C JOIST SUPPLIER: COORD94ATL BRIDGING & SPRINKLER 32'-0" 44'-B" -- - --- 4V-4" - 46'-8' _ - -20'-6" 3 ' LOCATION (SEE NOTE 13 UNDER STEEL -- -- -- _ �_-__----_-_--- _--._ 93 JOISTS SECTION ON SHEET S1). Ism sm F•# Otto j 17'-2" 16'-8" 12'-10` --^ Yr l52-i54-4'� f� ROOF FRAMING PLAN _ 3/320 ,'-O• REGISTRATION 4 W14x2?.-- 10 I PLAN NOTES: I I I I I 8 I 6 VA s I �" \\�~O (BELOW 1. TOP OF DECK ELEVATION (TDE) = 116'-0" U.N.O. ON PUN THUS: (+0"). t N 7': 116 ss I C4 --- �- _ C4 2. ROOF DECK SHALL BE ilk'-22ga. GALV. TYPE 'PLB' METAL DECK (3-SPAN). !� ( 10 � +12 ) I \� - - - - -- - - -- - - --- - -- --- - -- - --- - -- - - -- -- 1 - -- - A 3. MINIMUM REQUIREMENTS FOR ROOF DECK FASTENERS SHALL BE 1 W16x40 WOW <_ x 0 7 6A +10 ,C +1 se ( 0 %* PUDDLE WELD USING 36/5 PATTERN OR PNEUTEK 1i6 nSi PINS USING 3% PATTERN & VERCO SIDELAP CONNECTION (VSC) 0 24" ZT, m I i1M I 1E10 o.c. PER DECK SPAN OR PRE-APPROVED EQUAL. SEE 1/S5 ,!t 2/S5 FOR E FURTHER DECK FASTENING INFO. 8 - ----- - - -- ---- - - aw. xa � - -- -- ^ W1 x33 1Q - a` � - N, �T C4 %� B 09/16/04 7" !s �^ ° 13 - I a a' ( I ON PLAN DENOTES VERCO SIDELAP CONNECTION (VSC) B.6 0 18" o.c. (42) W1 OX35 + _.1B- -- - - - -- - �- - --- - C 4. DIRECTION OF METAL DECK SPAN NOTED ON PLAN THUS: 4----7 I I 6 5. BEAM LEGEND; BEAM SIZE-___ ��CAMBER -- - I S5 37K W1 x26 (�) LO I s, "LRFD TOAD REACTION. BEAM REACTIONS NOTED o ao M I ON PIAN ARE ULTIMATE LOADS. IF REACTION IS (lkA v 10 � Y "' „ �" I ; 4 GIVEN ON ONE END ONLY, USE THE SAME LOAD N I ,r ao ,5 �- O I FOR BOTH ENDS. o g I J 6. SEE SHEET 55 FOR BEAM CONNECTION SCHEDULE. 14 ABOVE In ( 7. Do-INDICATES FIELD WELDED MOMENT CONNECTION. SEE DETAIL 6/S5. (� ss J 24K 10 _ 6_- I__.._. D 8. VERIFY NUMBER, SIZE dr LOCATION OF ALL OPENINGS IN [BECK WITHW1 6 n (+30) x 24KIO 19 - _ W14x22 (+1 _ 33 ARCH. MECH. & ELEC. DRAWINGS. SEE DETAIL 4/S5 FOR ADD'L REINF. D.1 1 - r (+1 _ C4I 9. AT EACH RTU LOCATION PROVIDE SOLID BLOCKING IN EACH DECK C4 _ 1 11 ( I FLUTE BETWEEN CURB AND TOP OF BEAM. �� 24K10 � + hBOVF - ao BELOW I N I - v C3 C4 C4 ABOVE ABOVE ,. \ a ul O \ 1 I 10. SEE 3/S5 FOR MECHANICAL. UNIT SUPPORT. N cv W21 x68 on SsABOVE 0 -t-4S5 91M. 8A I 11. SEE 5/S5 FOR TYPICAL HANGER REQUIREMENTS FOR STEEL JOISTS. Ae 16 24KCSit so 4 "' o, ppo, IBX - - -- - --- - --- 12. ON PLAN DENOTES AREA DESIGNED FOR ROOF JOIST TO SUPPORT 11 I ADDITIONAL 1500# ROOF TOP MECHANICAL LOAD. LOAD MAY BE 0 ANY Q' C4 C4 ° yy +8) _ 12 X) LOCATION ALONG JOIST. LOAD MAY BE ONE 150U/ POINT LOAD OR TWO (+30) W16x26 ,,+22) W21x68 r j W16x26 -1 „ W16x40 W16x40 16x40 POINT LOADS NOT EXCEEDING 15000 COMBINED. ------- \E�� E ) (SEE ARCH. FOR EXTENT OF MECHANICAL AREA.) I 16 4 I I ge I l3 I 13. INDICATES JOIST BOTTOM CHORD EXTENSION. S6 � ` „ SIM. 7" - - I I - 1i8 9 � 14. INDICATES JST. BOTT. CHORD EXTENSION AND TOP CHORD OSHA _ - - - - _ 3 I I BOLT TO BE USED FOR JOIST SPANS LESS THAN 40'-0". 2 57 10AT ALL JOIST SPANS 40'-0" OR LONGER (INDICATOR NOT SHOWN ON W14«22 I s� 2 PUN) PROVIDE OSHA BOLTS 0 EACH END OF EACH JOIST, TYP. I I I atNowts � 1 I I oAHoMM 33 BELOW do I I I 15. JOIST JOIST CONN. MUST BE DESIGNED FOR THE FOLLOWING MELD$ I ULTIMATE AXIAL LOAD FORCES. A. 45ft. JOIST.... ...................550/ B. 26ft. TO 33ft. JOIST........400# C. s 25ft. !OIST...................300j I I I I I - 21' 4" 20'-0" 15'-0" 16'-8" 32'-0" 44'-8" 41'• 4" 46'-B" 20'-E" IL � 185'-2" _ _ ISSUE RECORD 1 t`2) 3 3.6 a a.3 (4.6 - 7 - (� 06/14/04 STEEL BID SET 07/06/04 PRELIM. SHELL PERMIT 09/16/04 FINAL SHELL PERMIT (, 7 ) 8 1 1 s4 I u HSS 6x3,4 B/GIRT=12.9'-9" I / XiiGN NUMBER 5435220-R2 I PROJECT NUMBER --OBDATE - ---- 2 3 09/16/04 in 6 X m PRUIECT MANAGER M. NICHOLS DRAWN BY 3" DECK-- r-- 3" DECK. - B.6 EDGE t E DGE E. SATHRE "W CHECKED BY 13 / I - --- - --- -1 ---- - ---- s'. �� D. PETTIT S4 • Errors m occur in the trrallsndssion of / _ _ � ,, � I _ _-_--- 2 ENLARGED TOWER PLAN 1/4•=1'-0• electronic Iles. Tt;e Opus comps ,ane not -- -- -- -__---- --- -- .---._ _ _-- _- ._ - _- �/ 1(+0) (+3'-6") (+0) I responsible for any claims, delnitfMa or expenses arising out of the unotll WNtjsa We of the information contained in dittlw* ELM NOTES files. • Electronic files may not occurotdy refta i + v? v? .r v? vt a opt' 1 TOP OF DECK ELEVATION (TDE) - 125'- 6" the final as-built .anditions. K is the 14 x x 14 U.N.O. ON PLAN THUS: (+0) responsibility of the user to ve-If all s4 C U ; S4 o layouts, dimensions and other Zz" i 2. SEE 1/S3 FOR ADDITIONAL_ NOTES information. N • This document may not be used or x copied without prior written conffnt, I I L oil rights reserved M - - -•-- - ---- - -' (+O) W1204 I (+3'-6') W11204 (+0) - -- - - - -- -- '� J hepond For Y ,a OPUS® E0. EQ. EG. EQ. E0. I EQ -- -- ---- --- Opus Northwest, L.L.C. 1000 S.W. Bmillwar Suit 1130 Porfbnd, S4 I (5031-956-1963 4 tOS 12'-0" _ 12'-0" _ _ 2'-4 11 E -- i BRIDGEPORT 1 ' ' I VILLAGE �N _ o BUILDING R2 - ---'-- - - --- - - -- m - - - - - - - - ---� IJ J N LOCATION HSS 6x3x% I I TUALATIN, OR. B/GIRT-129'-9• -- - - - ---- - ----- - D.1 SWEET TITLE ROOF FRAMING f4s4 oP „ a PLAN I1J a3 o -, a7 I Q I � SHEET NUMBER JR,2@@BS3, fig d � 3 ENLARGED ROOF PLAN 1 4 �•1 -d a. 0 • .........._. .., ...«..o+.+�.e,Fl/w+e,«n+.r lauwwwn.•+ -. !r' ' , ,, C r_I 1 1�'' 1 i �.--...mit ,.�.-........, r-..�•n-.n-+a t'xra', ., ,.-. ---_....__.�..-...1111111 'n 4 '1 Ix N S 9 iy F`t 1 s , r OWMP,A .r _ ' VV"""^' r �`:, reµ; r•r` •I {wyu�r •4'i' �, w a , f .. .. kc a s <' i y Bigr' .. :.:a., '- :. - ., .-, ,r:'•. ,.: .; orb .4: i,, S,P' , r , J6iY�.•.:«.w:.h7 —.•• zy '_ _. ,�,�r-...x w::.i... .. ..., .• �� 1'�AiWwn.:err«,..r.au...n.ww..,........vr,+ltl+1Y1{M91xiW:i,JJ,1 - aw..,......., ..,..,....:.,. ,,.w.u.. . ..uW. .Jr ar.rw MYY.WWir1YN�:.Wk ,«. .. .. ... x . -...�... i�.WY7W..:ew„wnu,w .. ..•...uwr..w.w..,..vy..ry«firfrw•cr ....__ -... - - ...«.+w......r...r-.ra. w.w.".a......... .,...._.•-....._...._......... ... _,-. ...._..,...,,-..... -.., ..... ..........rw. +- IY61ia C3R � —� CL OF PL.�c8x17'--8`- � -------0I STI. COL - - '16" PLATE W/(3)--'Y4' A A325 BOLTS �\ 0 _ � opuse � SEE PIAN ISEE �.E._PLAN r]_.� `3. ', ` 3` 7 (Rig IV DEEP SAW CUA w P ! ! / �;Rl(� _� -- / SO -CUT SAW CUE w/ I o�1u$ ArCih�t Tl TACK WEIR � / SOF-CUT SAW ADJACENT \ SOF--CUT SAW IMMEDIATELY F' .30X. 00 WWI PER STI BM 10 INSIDE �-- 7— � S4 TO CONSTR. JOINT AFTER FINISHING SJI >-- ! 3 - --- SEE platy OF H55 / �f4 3 _ IMMEDIATELY AFTER -CpF1STRUCTION �' - CONTROL Engin@�rs, �nC• TYP. , I f Y4 FINISHING JOINT JOINT --- -- CONNECTION AS r .� - STL COL. -__ - '� REO'D BY OSHA Si L. COL. \ / W.P. -"- I I / ' ^~ 4EC CAP / SEE PLAN TSE. - -- o -__-_---__.------ GUSSET PLATE @yLLGIt?L = OPP. I SEE PLAN c; � Illrn•tonke. NN tfs AZ-U,ra _ - SEE PLAN ---- _c FLNJ STL COL _. I I I ISE. d - - - - 1 - 252-6SF-4a4• SEE PIAN HSS TUBE '---� 952—�s6-4529 fux __.__.__.__. SII. DIAD W/ERECTION SEE PIAN 'I` - _�_- _ _ -- ----_----- _-_- BOLT SEE EIEV 13/54 I _ - BASE PL. - - - CAP PLATE I L4x4xY --' - I _ _'(C P TfE. 'o a summa SEE 7/S4 Ht; srrurbN _ I /� - -- /� PLAN rj __-�__� F9 ` `- USE r�"0x2'-0" SMOOTH t, --_ L 4x4 FOR SLAH REINF. __-- 6 D04Cl OF FDF. _ I I i / / I 2 BOLT DU. DOWELS q(GREASE ONE END) is '— I I I I NON-SHRINK SEE FLAN STL. JST. \ SEE PIAN —!- I I GROJT I r SEE PLAN -- 'Y" CAP PL a \ - A.B. w/3 hEAVY _ STL COL. fSTL COLi HEX NUTS Ac moo/ Y4 SEE PLAN - SEE PLAN FOR PLATE WASHERS- t B. 21. �0� SIZE AND SEE 7/54 \' - ti � ORIENTATION _ � E� E_.. " 7 DETAIL 15 DETAIL 11 SECTION 6 DETAIL. DETAIL \ 1� 09/16/04 r }ANCHOR 4OLT SETTING ( TYP. CONTROL/CONST. Jf \\ �1 4b" SENT PLATE 1 /--- WP � �' KNIFE PLATE (RI� STL COL.-'SIZE k - - CL C01.. W/0) CONFIGURATION SEE PIAN MAY VARY SEE CE N E �- A37.5 - SC BOLTS � 2' 2` _- PLAN i �ISOLATE COI. FROM ros�•rtlur, I.LC. �- EA SIDE TYP. O _ SLAB w/ 1 LAYER P � 0 ' t- i1 o FLANGES t 10 - 1U" 3" FLOUR SLAB i i BLDG. PAPER STL COLI I SEE PlI STL DECK ') I Q r ;6 \ I SEE PL4,N J _ - -- Y��- PAINT ALL STEEL STL DUG W/ERECTION \ r I SIL BM _ --- --- VVV BELOW TSE EE \ I I S4 BOLT SEE ELEV -�� I I SEE PLAN O U �` _ - BITUMINOUS MAIL. - I_ --_ �, TSE. O SEE CIVIL - -. \ W/ERFU110N BOLT BASE PLATE -� �1 O GROUT " GUSSET PLATE --"'/ Y• S" MIN r \ ��\ STE ELEVATION 2x18x2'_8" __ TEE. D / \� - ° SEE PLAN W.P. _ 6-1h,# BASE PLATE-> >. (1 SEE 9/S4 'At. � A307 A.BOLTS r, J ?�Pc�V�4q'PEC'rS � 1 SEE PLAN FUR �- I j' \__ STL COL I TIP " STIFF PLATES _� V GUSSET PLATE - SEE PLAN / COL. FTG. SIZE - EACH SID:-- STL COL ---__ TYP 0 A REINF. SEE SCHED. WEBS A STL BM -..------ - - --- ��J �• S MIN SEE PLAN 16 DETAIL ,)2)tA LAN! DETAIL PLAN DETAIL 2 DETAIL NCkI)[i DOLT SETTING ANCHOR f101T SETTING TYP. INTERIOR COL. FOUNDATION i, CL (if Cl COL. Cl COI. BASE FL-� ( - BASE PL SEE SCHED. ® © �, SEF SCHED. 1 � STI_. COL. � SEE PLAN SEE PLAN SEF PLAN — SEE PLAN _-I - - / y SEE PLAN — ! -- 0 A of o —-----�, STIFF. PL -_-_ L -. -_-_ s:.uf RECORD EACH SIDE STL COL TY T P- = 06/14/04 STEEL BID SET SEE I SEE SCHED wlpP PLAN ALANGE COLUMN TUPLANELVCOIWUMN 07/06/04 PRELIM. SHELL PERMIT E a - S47 09/IF, )4 FINAL SHELL PERM171 J 5• /� ✓"c1P►r STL COL. SIZE AND -" .; 12 \� I PLATE 1 _L'- - S4 _ SHAPE MAY 'r:.R'( Ek Y4x7x1'-0" l�a, 4� 4�2 1�." \ SEE PIAN _ I -- _ STL BM CO l / I SEE PIAN 4 4"0 A.B. + STD. -� HK w/DBL. NUTS O do WASHERS _ TH rgIFS' 1 ' Cl.. OF COL (APPROVED ALT. A.B. 8c STL BM SHALL BE VIP HAS-E I F3ULT `• ra —'— a ® r II II NON-`;fr::': ROD w/ ti`A" EMBED. Jf' IT h HILTI HVA ADHESIVE) l� p�PL4Ii�TAIL DETAIL w _j w V w ANCHOR BOLT SETTING -4 15220 R wW wW L iGN NUMBER N N N � r'R)1ECT NOMI GUSSET PL--~ DATE 9 - STL COL --' / ( RI 09/16/04 91a A SEE PL NN c DRWECT MAWFR S4 SEE M. NICHCII.`, ori '� \ _ rIL _._ I Y• T- Yi MIN. PLAN DRAWN KY i E. SAIHRE HSS DIAD. w/ EXTERIOR WALL - - -~�. 7��, r - A � SEE ARCH, I I • T SEE OARCH, CHECKED eY �• ERECTION BOLT SEE ELEV \\ I I I I EXP. BOLT FOR D PETTIT j _ I I STUD WALL ' .y I • Errors may occur in the transmiss;on of WP i I ! S SLAB ON GRADE electronic files. The ODus companies are not 41 � '�'a I ! P N SF_F platy responsible for any claims, damages or SECTION -- n a id�N � /� '---- -- expenses arising out of the unnuthor'zed use _. TSE• _ of the infamotion contained u, -rr.:rronic � -_ � SEE PLAN files. Sri... BFAM' �' - .BASE PL. "`— I, STIFF. 1�?�e��2" a �r BASE _3k1• i, • Flec!ronw files may not accurately reflect PLATE EA. SIDE f "! ~�! c _`_�5 x tr,e final as-built conditions. It is the O fJ GU.SET PL. CONT. TOP responsibility of the user to verify all layouts, dimensions and other related '41 informctior.. �. 4-�i"0 A_125 ---- - -(� _ BOLTS VARIES I • This document may not be used or ' \ copied without prior written consent. Y4 ` � •`� _ sn. coE. f CL OF SEE SCHED n all rights reserved I BM 'RI PLAN A—A SEE PLAN _ Pfpa•d fa ----_ -- - - _-- __ SECTION 4)§ECT'O No� f / I INTERIOR HRACE FRAME BEAM TYP. O SLAB EDGE ON OPUSS p' I1 `- �- STL BY SLE PLAN CI of Opus Nortllwest, L.LO. ! J COL - STI. DECK SEE SFE PLAN SEE FLAN , � ,= - ----------------__ r' oc�o s.w rroaa.vy, s„rrt f f 3n 'jrt �,, / 1_5 'PIAN venwra• rr.yor, 97215 7 I \ 4 \ }i �� oPt� Sa I e 012 / PL Y4x4�x0'-6' fRI►17 (SDS)-9111-09E3 W/2--Y4" 0 A325 BOLTS \_ SEE _ SEE - - ---. TDE ! PIAN _ PIAN STU[,' BEYOND (1) r(ufrr -�� /✓•.'� SSTL EE PLAN (7) i i '�ISEE ARCH. � L�RIDGEPURT 18 16 L 4x49)'4 _, I I I ----SLAB ON GRADE I VILLAGE S4 S4 BUILDING r w Z MIN. I L L PI AN SEE PLAN p L7 U I L D I Iii G R� ! CON.,. SLAB mIg ! � ! C� SEE CML ° — TSE. Cv i CX ATroN 1 ST SEE PLAN -- —STL DECK STL f'(rt W/ 3'i" i �I —SFE PLAN , Sj I BM TUALATIN, OR. i SEE PLAN I CAP PLATE i I 1 . �---r 2-N5 x I SEE PLAN I i I �` FOR CONN - CONT, TCP IrET rrT(t. STL BEAM STL JST Ln BEAM f I I 5EF. SCHED. SEC +C MONS TI p�I t i — SEE PLAN SEE PLAN EE PIAN DETAILS VAPIES 14 SECTION _ � a p o � SECTION SECTION S�� ER nn t F- 1 ll 5 TYP. O STORE FRONT O R. �. + S4 .,,,.....-.,w«,w..,,,Rw•n..+.•...-.._ .... ...:..«._..--••.....+'mow+ n..rw .►*»«.,w.,.b•.o•..Mrw.."xw.r .. - .. ..�-,�.�..•.-.w...�. . __.-._. .-__._-„•�„•�,,,r .,x.-,...+.•.. .__-.-----..-___.._._ ..�e..,..�...-..e.•r•w lw..r...w..•+x.w.....fmIIMIN.w« -+NIY�.'..fAMcata�M.,. ....... t,.,.a2•,•.R•n.:"w••_"w.'.n..tkrwn:+,'r�r : i., ti . r i'• M1 '•,, ,f.. :. .. .. c.. r t 2 ,..1 i. .l. 1. ., d 1. '� -y ',er- '.# yy. I I 4•r • 1 I 1. r, I V''1'.x41�1f1 y y .r NMI J 4 i i I pt M ' .:,... -'-...ruw- ._.._. _.. ,...n+e..WWr.r.`".r..rwl.,..d..,«I.,...u.,�r.•w...:... ........:..._.._.,...........,.+..nW:ux+Y.auruYnaa H�LS::.w"ria ..ra..w+.m.rl"y.. - s.e.,.�.,,.......»...,,.....^»..,............,.rwu.,.r.t..:w-.......d.rwm - _ _ .wr.....+�.wL..suhaN,.....-..:f w:,.,»..,,,.. -.., ......r .i."a.IS�i4 � STUD WALL R1 SEE ARCH. FOR Y4" Y4" SJI RI ATTACH ROOF DECK IO OP � �" G'AF' PI.. Rlg FASTEN SIDE TAPS TOGETHER - ATTACH O 12"o.c. SIZE & LOC. ---'� -�� ANGLE w/ PNEUTEK w VERCO SIDEIAP _ CONN. AS REQ'0. "d" ` SET: PLAN (IF < 2' 0" SDK 630/5 PINS O ct O CONNECTION (USC) O 24-ox SUPPORTS MN. i A, UTO PERIMETER NDER \ SEE PIAN EXTEND TO NEXT JST. _ U.N.O. ON PLAN U.N.O. ON PIAN (J$�V UNDER STUD WALL 3fe � OSHA � STL JST. ) �6 o.c. _ -� / SEE PLAN 1_6x446 (LLH) \ p 1 d<6 _ o o Engineet�► MTL DECK ---METAL ROOF DECK SEE PLAN _ SEE PIAN TDE, " BENT PL. 13f�30� 1,_ ��- ✓ I / p, r4 r____n r--1 6"<d<12" � s tr 711 1 0- TOL + O ATTACH PER PATTERN SEE PLAN INDICATED ON PLAN O 74 CAP PL. " 0 I I ^o �pl INTERMEDIATE SUPPORTS QA� 16MMnsiroraa 10 TCONTACS\ - L4x4xY � O 6'-0 o.t \ 71 Q`��Q° �' - - TYP - ATTACH O 6"o.c. TO 1 PERIMETER SUPPORT C6x8.2 OVER j� %� \ ��- I 2•' $TL. BM. (STL. BM.,BRG.PL. OR DECK. FLUTES % ;,,Iz SEE PLAN SUPPORT ANGLE) �' REGISTRATION ON 2'-0"o.c. - - - -�= C�J STI. BM. STL 8M. __ -- y4" TAB PL. SEE PLAN NOTES: " DO NOT WELD , � ° ° SEE PLAN I t'9 1. MINIMUM REQUIREMENTS FOR ROOF DECK FASTENERS SHALL BE BOTTUM EXTENSIUNFiOOD I I -STL. JST. STL. COL.SEE PUN %" 0 PUDDLE_ WELDS USING A 36/5 PATTERN OR PNEUTEK SEE PLAN a SDKh1075 PINS AT SUPPORTS .133"-.155" THICK, STIFFENER PL TYP. - --- b. SDK63075 PINS AT SUPPORTS .155'-.250" THICK, PL CIION'-6" w/ c. K64062 PINS AT SUPPORTS .181"--.281" THICK, I STL. COL. SIZE,------� ERECTION HOLE AS 1. CJP GROOVE WELD AT TOP dr BOTTOM FLANGES. AT TOP FIANCE, EITHER d. K66062 PINS AT SUPPORTS .281" OR MORE THICK -STL JST. SHAPE P.EQ'D. BY OSHA (1) REMOVE WELD BACKING, BACKGOUGE, & ADD %s" MIN. FILLET WELD. OR SEE PLAN ( ) �(e" MIN. FILLET WELD UNDER BACKING. 2. DECK FASTENING REQ'MTS. SHALT. NOT BE LESS THAN THE MFR'S \ ORIENTATION MAY 2 LEAVE BACKNG IN PLACE & ADD VARY-SEE PLAN AT BOTTOM FLANGE REMOVE WELD BACKING, BACKCOUGE & ADD %fi MIN. RECOMMENDATIONS OR AS SHOWN ABOVE AND ON PLANS. e TYP, FILLET WELD. WELD: QC/QA CATEGORY AH/T. �9 SECTfUN 14 SECTION SECTION 2. WELD ACCESS HOLE, SEE DETAIL 7/55. DETAIL 09%1 9 3. CJP GROOVE WELD FULL LENGTH OF WEB BETWEEN WELD ACCESS HOLES. PROVIDE NON-FUSIBLE WELD TABS. REMOVE WELD TABS AFTER WELDING & TYP, ROOF DECK FASTENING INFO. -I GRIND END OF WELD SMOOTH AT WELD ACCESS HOLE. 3" DECK- WELD: QC/QA CATEGORY BH/T. BEAM C O N N E-,T I 0 N SCHEDULE 4. SHEAR TAB OF THICKNESS EQUAL TO THAI OF BEAM WEB. SHEAR TAB LENGTH SHALL BE SO AS TO ALLOW )5" ✓VLP.LAP WITH THE WELD ACCESS " • PUDDLE WELD UR 24" COVERAGE SINGLE SHEAR TAB (FL.XIBLE} CONNECTION USING SHORT SLOTTED HOLES RII� _ WELD PER SJI -��- L4x4xNdxCONT. HOLE AT TOP & BOTTOM, & THE WIDTH SHALL. EXTEND 2" MIN. BACK PNU0 PIN (TWEL TRANSVERSE TO DIRECTION OF LOAD C6 SEE // ��,REQUIREMENTS �RI ALONG THE BEAM, BEYOND THE END OF THE WELD ACCESS HOLE. ^� ---- 'DTL. 19/S5 Y4" �, 5. FULL-DEPIH PARTIAL PENETRATION FROM FAR SIDE / METAL ROOF DECK "d` SEE WELD: QC 4 4 PATI RN 4-4- CONNECTION MIN. SHEAR TAB WELD N0. OF ROWS REMARKS SEE PLAN - - - - ,f R0"F DECK. /OA CATEGORY BM/T. -� (:f, TF� CAPACITY BEAM SIZE SIZE OF +"e STUD WALL �fC6x8.2x1'-0" TDE. _ SEE P PLAN ` ATACH ROOF DECK 6. FILLET WELD SHEAR 1AB 10 BEAM WELD SIZE SHALL BE EQUAL TO THE ��pro LlL` (ORn) SIZE "t" A325-N BOLTS SEE ARCH. FOR O 4'-0"o.c. SEE PUN TO ANGLE w/ THICKNESS OF THE SHEAR TAB MINUS 1tie WELD SHALL EXTEND OVER 1)4" DECK -•--v--U- � SIZE & LOC. PNUETEK SDK 63075 THE TOP & BOTTOM ONE'-THIRD OF THE SHEAR TAB HEIGHT & ACROSS yb" 0 PUDDLE - 24" COVERAGE / WELD OR PNEUTEK PINS O 6"o.c• THE TOP & BOTTOM. WELD: OC/I-A CATEGORY BL/L. _\ e PIN (TYP.) _ 26 kips w/o � �-- \ TDE. 1. ERECTION BOLTS: 2--3'+"4 A325-N BOLTS 11 kips W8 `_--- _ -- - ----- 8. FOR CONTINUITY PLATES & WEB DOUBLER PLATES SEE DETAIL 8/S5. 24 5 PATTERN ^ Pl. Y+x4Yjx0'-ti" �s 2 COPED FIANCE `;.; t-_--------- -�� 41 27 kips W12 PL Y4x4)¢z0 '--9" )W3 e TYP.- - - - - Sl 1Yj" DECK---- _� --- / 4 11� IF "d"<12 SEE L4x4XY4 (D! CTION 46" • PUDDLE 30" COVERAGE WELD OR PNEUTEK, as kis ` \ / 9/55 FOR BENT O 6'-0"o.c. WELDED LNREINFORCEO FLAN - P W16 _ GE WELDED WEB CONNECTION F L �x4X1x1'-G" 3fe" 4 PL, h.r0• \ PIN 3�6nFATTERN STL DECK T T T SEE PIAN I \, 6- kips W18 PL Y4x4hx1'-3" ," 5 STL JST.--- \� ---- y+" TA13 PL 0(," DECK- -�f-�- - SEE PLAN Co - STL JST. STL. BM. �' ALL STI. BM. OR -� 46 0 PUDDLE 36 OVERAGE 79 kips W21 PL 3Ssx4Y xl'--6" y' 6 136"x43+" MAX. COPE SEE PLAN CONTACTS STL, JST. STL. JST. �•� WELD OR --�` ARC H N T I ` SEE PIAN SRI PNEUTEK PIN (TYP. I y ` + �`--TYP. O SIM. PL 3ex3" BOT. I �• TYP. SEE PIAN SEE PLAN CHORD EXTENSION i __ .16/7 PA CRN y -• 96 kips W27 pl. 3bx4Ytx1'-9" X16" 7 2y+"z5};" MAX. COPE _/ -- O SIM. PL �x4x0'-4" � / \ 36i5 PATTERN I I I I STL BEAM--- SEE PLAN EA. SIDE OF BEAM - - �- I 3fe ��-'" ' 106 kips W30 PL �itex4Y�x2'-U" 3y! ?Y+"x MAX. COPE 36j 4 PATTERNO I SECTION TION SECTION S.LEC o I114 lops W.33 PL '{6xa}¢x2'-3" 36" 9 2Y4"x�3+" MAX. COPE BOT. CHORD EXTENSION �0 I i � �TENI'NG AL PATTERNS FOR NON-COMPOSITE METAL DECK 124 lopsW36 PL 'J6x4h 2'-6" 10 2Y."x5,Y4" MAX. COPE _ I 0 I FOR DIM. & ' RI RI ATTACH ROOF DECK TO STL- BM. I # Or BOLTS SEE ANGLE w/ PNEUTEK SEE PLAN ElQIES "d K66062 PINS. O 6"o.c. (O SIM. NO BEAM �� PPS CONN. SCHED. THIS TYP. SEE ) - -- 1. TYPICAL CONNECTION DESIGN IS FOR A MA-('MUM TOP COPE OF 13e" DEEP & SHT. �j , �St PIAN �'� � MECH. UNh 4' LONG. SHEAR TAB CONNECTION MAY REOJiRE A SMALLER COPE DEPTH. METAL ROOF DECK MINIMUM EDGE DISTANCE FOR BOLT HOLES IS IV. �- PL. of � I MECH. UNIT - - ----- -,�- I L4x4x% -� SEF PLAN " i 2. FOR SHEAR TAB CONNECTIONS WITH SUPPORTING MEMBER WEB THICKNESS o CONT. M 6 SKIDS METAL ROOF DECK TDE. BOLTS SEE CONN. GREATER THAN Y+" USE 36" WELD AND .'i6' F'ATE. SEE PLAN ^'•� A o A SCHED. THIS SHT. SEE PLAN USE DOUBLE ANGLE BOLTED CONNECTION SCHEDULE FOR REACTIONS EXCEEDING G \ CONNECTION CAPACITY GIVEN IN THIS SCHEDULE. _ __ I T .. DE -___- 4. CONNECTION CAPACITY 15 AN ULTIMATE LOAD PER AISC-LRFD SECOND EDITION. Y4 3017 \\ SECTION SCE PLAN ISSUE RECORD 5, COORDINATE SHEAR TAB LENGTH WITH OTHER DETAILS ON THIS PROJECT. _ c - 7. SHORT SLOTTED HOLES ARE IN THF BEAM. STL. BM. - \ VA 06/14/04 STEEL BID SET ! 7. CONNECTION CAPACITY IS BASED ON SMALLEST BEAM DESIGNATION OF MINIMUM SEE PIAN � M SIZE. L�xBETWEEN J 07/06/04 PRELIM. SHELL PERMIT CL BEAM/GRID EN DST. _ TOP FLANGE t1 .. STL. COL. STL. BM. ALONG GRID "2" \ 09/16/04 FINAL SHELL PERMIT SEE PLAN SEE PUN FROM C TO E & , ` � ALONG GRID "6" T /� C 3 STL. BM. OR J FROM A TO D. �STL JST. -�- a JOIST GIRDER CEN BM. - �. • \ _ / SEE PUN SEE PUN STL. ,;ST CONN. SCHED. l -L�` SEE PIAN TYP. s U FOR BOLI SIZE r�, � + i do QUANTITY 1 �e FOR STL. BM. I - --'!� STL. BM. / CONN. SEESTL. BM. -�+---- IF SKID LGCATICIN FALLS 4" OR FARTHER FROM SEE PLAN SCHED. THIS SHT. _SEE PLAN JOIST PANEL POINT, ADD Llhxlhx3je EA. SIDE OF _ O SIM. - STL. BM. CONN. BOTH SIDES JOIST FROM TOP CHORD BELOW SKID TO BOTTOM SEE PN FOR ____% v (�-� JOT,, U SEE PLAN --/SEE DETAIL A-A 05 CHORD PANEL POINT. WELD EA. END OF ANGLE ALLOWABLE RTU (SUPPORTING MEMBER) "t" SCHED. ---- U TO JOIST w/ )b" FILLET WELD ALL AROUND. LOCATIONS __ - 16 SECTION ISECTION ��--� - ____ 3 - � 3 DESIGN NUMBER BEAM CONNECTION SCHEDULE RI sECTION 5435220-R2 BOLTED CONN. AS I► ___ PROJECT NUMBER REQ'D, BY OSHA.` SEE* PER SJI � BOT. FLANGE CL JST. OR CL JST. OR \TYP -- l t/ PURLIN PURLIN �� ALL BOLTED i!OIJBLE ANGLE CONNECTIONS CONT. ANGLE PLAN �., I USING SHORT-SLOTTED HOLES TRANSVERSE TO DIRECTION OF LOAD. SEE 11/SS \ MEIAI- ROOF DECKTYPAS REQUIRED BY AW5 D1.1 FOR $ELECTED GROOVE WELD PROCEDURE. TYP. 3{e -�� I --SIDE FRAMING ANGLE 09/16/O4 CONNECTION MIN ,R1[� -- TDE --SEE PIAN - PROJECT MANAGER ANGLE N0. OF ROWS � 2. LARGER OF t OR P MAY BE OMITTED WHEN CAPACITY BEAM SIZE REMARKS - bf )4 ( LOS }r� tbf,OR MINUS Y+ tbf) OF �"e NOTE: STL. DST. E PIAN G (OPn) SIZE )(e 3. 3'4 tbf TO tbf, 3+" MiNIMUM (t Y+ ). DIMENSION IS E" OR M. NICHOLS A325--N BOLTS "d" NOT SHOWN FOR Ic > - LESS ® JST- 12" OR CLARITY Yl" CAP PL. 5. %"t MINIMUM RADIOS (FLUS NOT LIMITED, OR MINUS 0). __ DRAWN 9Y L4x4x% SEE PLAN / \;� \\ b ( . h-). '� I I LESS O PURLIN E. SATHRF 18 kis Wg 24 kips w/o xCONT. STL. BM. - 3(-� 6. SEE FEMA-353 RECOMMENDED SPECIFICATIONS AND QUALITY ASSURANCE 4 FRAMING 1.4x4xY R L 4x4x-56xO'-6" 2 COPED FLANGE )(a SEE PLAN k \ GUIDELINES FOR STEEL MOMENT-FRAME CONSTRUCTION FOR SEISMIC: (TOP OF ANGLES ` I 4 CLIP L4x4xY4xO'-5" CHECKED YY METAL ROOF DECK SEE BM. CONN. -� 1 \. APPLICATK)NS, FOR FABRICATION DETAILS INCLUDING CUTTING METHODS FLUSH w/ TOP OF\",,, (PLACE Y4' ABOVE D. PETTIT 30 kis 33 kips w/o SEE PLAN SCHED. THIS SHT. "' AND SMOOTHNESS REQUIREMENTS. d Z BM. OR JST. FRAMING ANGLES a TIGHT TO TOP FACE OF • Errors may occur in the tronstl"on of p W10 I. 4x4AIxO'-6" 2 2 ) \ ) COPED FIANCE STL. COL. SIZE, DETAIL ci w JST OR BM electronic files. The Opus corn STL. BM. w COORD. SIZE & P PuniO� Ore net 44 kips W12 L 4x44 SEE PLAN r ° - `i LOCATION OF OPNGS. I responsible y 3{6x0'-9" 3 �--�"-` SHAPE & UREINTATION �STL. .1ST. p sible for on cloims, dofrggrs or �!� MAY VAR'f SEE PLAN SEE PLAN RECOMMENDED WEIR ACCESS HOLE -END FRAMING ANGLE expenses arising out of the unouttl4 HSSZJ x e- w/ ARCH. & MECH. MAY BE OMITTED WHEN of the information contained in glocbtnic O SIM ��D7 NOT WELD BOT. PRIOR TO FABRICATION THE OPNG. IS LESS files. 50 kips W14 L 4x4x3(ex0'-9" 3 HSS5x3x)(e LSV - __ Y" TAB PLATE CHORD TO PL R �;1 _ ____ -_ _-. _ -_ THAN 12" FROM • Electronic files may not occurs �;�t 10 kips W16 L 4x4x3(ext'-0" 4 / ERECTION HOLE AS 14""/MIN. DECKA� ., responsibility of the user to all I 11k GIRDER CENTER LINE the final as-built conditions. A IES the PL Y4x4xO'-6" w/ i � JST. TOP CHORD OR � L3x3rY4 ONE a PURLIN TOP FLANGE SPAN layouts, dimensions and otherre"ed -- - - SIDE OF HSS REQ'D. BY OSHA I RADIUS ' 6'-0" MA\ TMF information. a _ SEE PLANS 103 kips W18 l 4x443{ext'-3" 5 -' ' _ - -• • This document mny not be uattd or T - -- - copied without prior written consent, - NOTE- AT JST FRAMING - CLIP ANGLES TO BE LOCATED AT TOP 142 kip• W21 L 4x4x-)(ex1'-6" 6 1)b"x43'+" MAX. COPE CHORD PANEL POINTS OR PROVIDE 2-L1Yx1)�x-le FROM BEARING oll rights reserved POINT OF FRAME TO BOT. CHORD PANEL POINT OF ,1ST. FIELD kcol.+ 1 )4t Y4" WELD IN PLACE. - - - ►nOand For 1%"x4)4" MAX. COPE. SECTION Let PL�DETAIL161 kips W?4 1. 4x4x3(6zi'-6" 6 �� 4 GWLEVERED DECK BEARING O TRANSfTION 'iRONING SUPPORTFRAME opus 222 kips W27 L 44443(6x1'-9" 7 2Y4"x5'3'4" MAX. COPE R ,N SECTION e 254 kips W3JI L 4x4z3Iex2'-o" 9 2Y'x5Y4" MAX. COPE 12 - OPUS Northwest, L.L.C. TI' o ATTACH ALI_ CONCENTRATED LOADS PIPING LESS THAN 20 PLY PARALLEL, O' I (PIPING, MECH., ETC.) TO THE JST. TO JST. SHALL BE CENTERED BTWN. 286 kips W33 L 444x3{ext'-3" g 2Y4"x53'+" MAX. COPE �Ir� �RI� I WITHIN 4' OF THE JST. PANEL POINT JST. & A SPREADER MEMBER ,1 oo w. Broad 97205whi ` ' I OR PROVIDE .iTIFFENER ANGLES AS INSTALLED. FOR PIPING EXCEEDING 0ro�� MIL. ROOF DECK I I STL. BM. SHOWN. FOR PIPING EXCEEDING 20 20 PLF OR EQUIV. GROUPINGS (s03)-the-e�e3 31A kips W36 2Y4"x53;" MAX. COPE SEE PIAN SFE PLAN 1 0 SEE PUN PLF OR EQUAL GROUPINGS NOTIFY" THE NOTIFY THE STRICT. ENGINEER p L 4x4x3(ex2'-6" 10 ;,. TDE STRUCTURAL ENGINEER PRIOR TO PRIOR TO INSTALLATION. WiV - EE PLAN -- - TDE �� INSTALLATION. EE PROJECT LAN --�-- ;Ax � BRIDGEPORT I TYPICAL CONNECTION IS DESIGNED FOR A MAXIMUM TOP COPE OF 136" DEEP & 7�` COI_. CAP PL. 0r li �1STL COL. 4" LONG, U.N.O. i� 9 /�: _ - SEE PLAN - - 2. CONNECTION CAPACITY IS AN ULTIMATE LOAD PER AISC-LRFD SECOND EDITION. �� ~ - - VILLAGE 3. COORDINATE ANGLE LENGTH WITH OTHER DETAILS ON THIS PROJECT. / �QIfS 1 1. �" WED DOUBLER PLATE. USE CJP ON ALL 4-SIDES FLANGES AND ALTERNATE CONNECTION ANGLES MAY BE USED WITH PRIOR APPROVAL OF THE ' / CONTINUITY PLATES. PROVIDE 4 PLUG WELDS BETWEEN DOUBLER PLATE ENGINEER OF RECORD PROVIDED CERTIFIED DESIGN CALCULATIONS ARE PROVIDED. AND COLIIMN WEB. WELD QC/QA CATEGORY BL L FOR ALL WELDS. L1)�x 1J�)Me EA Ax. - o BUILDING R2 4 SHORT SLOTTED HOLES ARE IN THE BEAM. - STL. BM. SEE PLAN / 4 !� SIDE OF JST. 2. CONTINUITY PLATE. 5. CONNECTION CAPACITY IS BASED ON SMALLEST BEAM DESIGNATION OF MINIMUM COPE AS REQ'D. �' , � LOCATION 3. 9(e" FILLET WELD. QC/QA CATEGORY BLL MAX. BEAM SIZE. 4 CJP TYPICAL QC / ' - cD TUALATIN, OR. CL BM./GRID Cl- BM./GRID STL.. DST. -FOR CONN. SEE /QA CATEGORY BM/T. FOR EXTERIOR BEAM/COLUMN SEE PLAN SCHED. THIS SHT. _-_STL JST SIL BM- FOR CONN STL BM CONNECTIONS (BEAM ONE SIDE ONLY), WELD OF CONTINUITY PLATE 10 - - COI.UMN FLANGE AT FREE SIDE MAY BE FILLET WELDS AT TOP AND _ _ _ __ 6- SHEET TI LF BOTTOM FACE OF PLATE. l TYP. STL. BAF NOT SEE PUN SEE PLAN SEE SCHEDULE SEE PLAN 5. AISC MINIMUM CONTINUOUS nLLF-T WELD UNDER BACKING. MAX K ENO SECTIONS ar SEE BM -- _ SNOr'rN FOR CUBITI THIS SHT CONN. SCHED -� ' --------STL. COL. VARIES 6. CONTINUITY PLATE WIDTH SHALL MATCH BEAM FLANGE WIDTH OR SHALL uD FOR BOLT SIZE QUANTITY SEF PLAN FOR TYPE EXTEND FLUSH WITH COLUMN FLANGES, WHICHEVER 15 LARGER. i DETAILS 8r & DIRECTION ?. REMOVE WELD TABS TO Y4" MAXIMUM FROM EDGE OF CONTINUITY NOTE DUCTWORK SHALL NOT BE HUNG FROM THE STL. PLATE. GRIND ENO OF WF LD SM00714 (500p-in), NOT FLUSH. DO NOT ROOF DECK. (n SUPPORTING GOUGE COLUMN FIANCES. LLJ �� .I �-_. ',�, MEMBER STL. LAM. - 8. BEAM CONNECTION SEE DETAIL 6/S5. SEE PLAN � STL. BM. k1 SHEET t'tUMBER (SUPPORTING tl,L.. STEE PLAN --- MEMBER) L" f l L A� c1_ cl eoLT ,�8 SECTION SECTION _ DETAIL G SECTION - _M BOLT -- 1 CONTINUITY PLATES ' TYP. HANGER REQ MTS FOR STEEL JOIST p J � a. W MlMwln'Mlr+n.+•I�MtM'Nwr�n....r..,......."+:r..rn..".....-.w„+.'«..�,Mw.w.ww"."n W+rM.M'*M.•..:.,+r-+.w...«..w-..-f.w...._..-...._... n3's • f rti , - r ;d t' p I :lF , t k' , ,x 4 �F , t "M 4 fi, r •. sW ...r.a,.r»..,�.....n.d.�1:u1...JY._.�.._......;.._r,.'...._..-.�,........,,...�........�........:.•.+.r...+.a.r.r....�..c:..r.w.a..rr.r.u�ir;:u•rr..;.ri '. .:,.�. I' :i ' _..,,.+Lr:aa.+•.u. --- .. __"YYw•.urww,wl,.,..«.u.,m.--:. �y..+��:rw.rt mak.tMYliY4Kucr 4 - .rNa Mfu 'h. 1 , HSS w/ -� �\ opu SLOTTED HOLES THL S: Ye• GAP PL. _ __ TT/PARAPET TOP & BOT. _ SEE%32CH USE (2) 'y4_0 SEE PLAN ��GIRT V$ ArCfllt 81 JAMB, SIZE Ar -�� ' 1 JEE` A325SC BOLTS 6' CSJ 18gu. SEE 7/S6 p r r - SEE DETAIL 4/S5 GAUGE SEE ARCH- SCREWS AS REQ'D. OF DECK O 24'o.c. VERT. �, 11�1�8@f$, , , e c PLAN SEE PLAN TYP U•N.O• FOR CONN. TO Tom• JST. CHORD II "--CONT. STL. ANGLE '' � �-•8' 14go. TRACK w/ 6-012 SPAllER 5400 ' � CtOx15.3 SEE PLAN L4x4a14gou0'-4'�.- B PARAPET M1mwilanka, MN 5534.1 II SEE PAW SCREWS EA LEG TYP. do - \ w/ 4-/lU TEK -B-�� 10.150 Bran Road west _ � •tt � 12-012 SCREWS •10 JAMB STUD , , � \ SCREWS EA. LEG _-�_- Su q►c II 14 SUPPORT '' ' - Ne�\ \ 952-656-4529 fax (� CUP w/ 6-r12 c C6x8.2 O MAX.--,� " V „ECTIOy 4'-0'o.c. TDE. i SCREW°, EA, � �� - - - _ -__--- 1 I I LEG TYP. ' SEE PSS1. s- - - -- --" — - - -- SEE PLAN REGISIHATION SCREWS AS REQ'D. L3x3yA4 ` TYPICAL STUD �__` — -STL. BM. L4x4x), EA. % /TYP. ` /��`• SEI: PLAN SIDE OF TUBE \ _ 6 �EA, ENO 14GA. PRX ELESS INFILL STUD / 1.6x4x� L LH CUNT B/CHANNEL TOP h BOT SLIDE CLIP W/3 X10 SEE ARCH L3x3xY4 OFP. BOXED HEADER, SIZE- VERIFY w/ ARCH _ SEE PLAN SCREWS TO INFILL STUD k GAUGE SEE ARCH. �` SPAllER 5400 PL.4fex6x0'-8' / `SIDES OF TUBE rG tf GRIOGiNG/SPACER BAR -�' J-w/ (2) �"v � ``� �STL. JST. IN.77ALL PER MANUFACTURER'S o e C BOLTS , - SEE PLAN INS'RINSTRUCTIONS. A325S � _ _ ` � q C I Ox 15.3 CONTINUOUS/ TYP. EA. \ -- SEE ARCH FOR DETAIL DEE�DIW�ERDET�AIL A�T TOP Y4 4 SHEATHING AND c f'E L 21DETAIL EXTERIOR FINISH 16 �X11ECTION 1 SECTION SUP CLIP DETAILSPAZZAR BRIDGING DETAIL C6:�-L GHT GAGE BRICK SUPPORT PARAPET RETURN PARALLEL TO JOIST HEADER, SIZE do GAGE AS REQ'D 18 CRIPPLE STUDS, SIZE do ----. ' HSS w/ GAUGE AS REQ'D. 1 4* CA BOT. --- SEERAw uNrel., lAPET � --SIZE & l _ _ S RSEE PLAN �� GIRT AE - - ` WF,.t; - AS REO'D. /AIC c:ropert CONT. PLATE, SIZE & GAUGE CRIPPLE STUDS, — — SLIP TRACK., SIZE dr I r SEE 7/S6- - - AS REQ'D., PLATE MADE TO SPSIZE Ar GAUGE GAGE AS REO'D 6" CSJ 18go. ---__ANGLE (2) RIBS OF DECK w/SCREWS ON AS REO'D. HEADER, - /� �2) 6 TSB 14go. 0 24'o.c. VERT. SEE t EA. SIDE OF STUD AS REO'D. METAL DECK BY OTHERS - SIZE & / L S - --- - GAUGE: _ No. IZE & TYP U.N.O. / 6 GAGE AS REQ'D 14x4OF _____ _ do --SILL, SIZE T INFILL STUDS, AS REQ'D. JAMB, SIZE TUBE _B PARAPET SIZE ac GAUGE GAGE AS REQ'D SIDE 6r GAUGE TOP do BOT. SEE ARCH AS REO'D. D PIECE AS AS REQ'D �tU TEK SCREWS r _ REQ'D., FASTENED I TYPICAL TRACK, SIZE 8 TO SILL, SCREWS AS JAMIB' TYPIC,-j. STUDS, SIZE O 12"o.c. I ( J I TDE. I l ---- _ . - GAUGE AS REQ'D. w/ STUD PIECE AS REO'D. SIZE. JC h GAGE A.S REO'D SEE PLAN -- SCREWS AS REQ 0. GAUGE AS - REQ'D., FASTENED CUT h BEND TRACK REQ'D. 6" CSJ 18ga. TO JAMB, SCREWS AS REQ'D.' TO FORM RADIUS SCREWS TO METAL PLATE �' TYPICAL STUD, SIZE & c BASE TRACK, SIZE 6t - I I PROVIDE ADDITIONAL I LE BRACING DOUBLE ��I�l r I GAUGE AS REQ'D SCREW TO JAMB & STUD GAGE AS REO'D I I WHERE DOUBLE EAP END AT fJ1. STUD AS REQ'D PIECES ON BOTH SIDES OF WALL _ ANGLE BRACING Yia 11 I I COPE FLANGES OF DOESN'T ALIGN WITH - 6 CSJ 0 ANGLE JST. PANEL POINT. ----- STL. JST. - -"Z T-- CONN. TO POST SEE 3/S5 FOR I SEE PLAN L 13 ADD'L INFO. -_ -- __- __,-__L3x3wti4 KICKER S6 CONN. DETAIL DETAIL. _ (sEE t/S665iOR BM, TOPOFLANGEE0 LOC. WHERE JST BOT. 22 DETAIL SECTION SECTION iA00'L INFO CHORD IS TERMINATED CONNECTION TO METAL DECK 17 ARCH OP>=NTNG FRAMING & CURTAIN WALL OPENING/DEAD LOAD BEARING 7 PARAPET RETURN PERPENUICUtAR TO JOIST 4 f i i HSS w/ J Y4" CAP PL. PARAPET TOP do BOT. :,/E ARCH 14 SEE PLAN FASTEN TO LINTEL. w/SCREW°) 1 GIRT i JAMB, SIZE & EA. SIDE do SCREWS TO SUPPORT CLIP w/FASTENERSJAMB SIZE h CMU WALL BY OTHERS--\ GAUGE SEE ARCH. JAMB SEE 16/S6 -JAMB, SIZE & JA CONE. AE SCREWS TO GAGE AS REO'D SEE 7/S6 ' SCREWS AS - -- GAUGE AS REO'D. S RUC NOTEMB AS SD-SEE _ SEE t/S6 FOR _ ANGLE / '-TRACK PIECE, SIZE Ac WEB STIFFENERS REO D. ( I ADD'L INFO SEE /S6 ISSUE RECORD/ GAUGE AS REO'D w I MATCH LINTEL GAUGE I / i I� r. L_--7Sl,'R EWS AS REQ'D. — B/PiARAPET 06/14/04 STEEL BIS i FASTENERS TO CMU SINGLE TRACKy IL/ — SE' ARCH WALL AS Rr0USUPPORT CLIP w/ TYPICAL TRACK SIZE 07/06/04 PRELIM. SH I RMliSIZE AGAUG TDE. 0(,)/i6//04 , ,T AS REQ'D. SCREWS AS REO'D. do GAGE AS P.EO'D . �` _-- - - -- --__ - SEE PLAIT FINAL SHE �, FOR SILL ATTACHMENT, AP ALTERNATE: STUD PIECE, 1 GAUGE AS�r2EQ RCK EO'D SIZE'k /,�P FA. SIDE SIZE AND GAUGE AS REO'D /SCREWS �\ LINTEL, SIZE r1t , ' I �• T RCLIP REO'DCONN _ �f=_ \EA. END TO JAMB AS . GAUGE SEE ARCH. CRIPPLE STUDS,-� � SfL JCT SIZE h GAUGE �. RNs t SEE PLAN BOXED HEADER, SIZE h AS REO'D. \ GAGE AS REQUIRED SSE TRACK, SIZE do L6x6x3y6x0'-B" GAUGE AS REQ'D. � -�-- TYP. TOP k BOT. DETAIL �ETAIL( 3 2BOX HEADER DETAIL 18 EL DETAIL "�� 13 DETAIL _ DETAIL JAMB AND SILL DETAIL $ SECTION DESIGN NUMBER BASF CONNECTION 3 PARAPET RETURN PERPENDICULAR TO JOIST S435220-R2 PROJECT NUMBER �EI DATE T/PARAPEI 09/16/04 INFILL STUD SEE ARCH PROJECT MANAGER SEE PIAN M. NICHUL5 -CLIP ANGLE w/SCREWS �--GIRT DRAWN aY STL GIRT CLIP ANGLE, SIZE �c GAUGE AS EA. LEG A5 REO'D I 7� SEE 7/S6 SEE PLAN 1 _ --- 14 GA. CLIP REQ'D, w/SCREWS AS REQ'D.- F. SATHRE SUr TRACK � 6" CSJ 18ga. � SEE PLAN I W/ (2)-010 SCREWS FASTENERS AS REO'D.� / SIZE do GAANGLE UGE Q 24"o.c. VERT. -- CHECKED BY EACH LEG PER STUD � JAMB, SIZE AS REWD. ,k TYP U.N.O. SEE 1/S6 O. �ETTIT SLIP TRACK, SIZE k 1,� GAUGE AS REQ'D , GAUGE AS REQ'D. \ �� t/2' MAX. W/ "X" LEGS • SUPPORT CLIP wI -� - , TYPICAL STUD, SIZE B/PARAPET • Errors may occur .n the tro of SCREWS AS REO'D. t ' r / SEE AkCH electronic (les The Opus com a not Jr ' -TRACK PIECE, SIZE eft I h GAUGE AS REQ'D. --USE (4) 0 10 TEK TYPICAL STUD,--1 � responsible for any r.�a�ms, u, � SCREWS TO EA. , I SCREWS, TYP �- GAUGE AS REQ'D., SCREWS e>;penses arising out of the u , ' use SIZE do GAUGE / —TYPICAL STUD, „ BLOCK AS REQ'D. I TDE. AS REO'D. 511E At GAUGE r TO JAMB AS REO'D. SEE FLAN _.:- FASTEN STUD POST of the information contained c onic / SIREQ'D. �� r TO ANGLE USING files. 06 ,r (6) 0.177"0 PDF • Electronic files may not occu fleet SILL, SIZE. 8 _ CONT. STP' RUTH : Y GALP;E AS REQ' SIDES AS REQ'D. ----DECK EDGE the final as--built built .c d tion i the :, responsibility of the user ri 2 BAYS OF T ANGLE SEE OTL3. SOLID BLOCKING' layouts, dimensions and o rt ,fad SCREW(S) 0 EA. INTERSECTION-- FADD'L EE 1/S6 FOR 9/S5 & 10/S5 information. 0 8' ox. MAX. -JAMB, SIZE do GAUGE A5 REV'D. BOTH SIDES AS REO'D. CONI. STRAP ON-- INFO 6" BUILT-UP • This document may not se or _ �---�' STUD POST copied without p-ior writt n ,nt. EA SIDE */SCREWS �`12 STUD PIECE, SIZE At GAUGE AS SOLID BLOCKING, SIZE dt GAUGE_ ® all rights reserved TO EA. SOLID BLOCK \,,l REQ'D, EA. SIDE OF JAMB AS REQ'D, FIT BTWN. FIRST do STUD AS REM). (TYP.) ATTACH STUD FLANGE TO h LAST 2 BAYS, REPEAT IN 2 PLAN DETAIL SLIP RACK LEG w/SCREWS BAYS EVER`! 8'o.c. -- —PW Fa - 24 19 DETAIL AS REQ'D. 1� DETAIL _ DETAIL SECTION oeh Sl1P TRACK BLOCKING DETAIL SILL DETAIL BL()CK AND STRAP BRIDGING 4 PARAPET RETURNS AT ROOF EDGE v OPU Opus Northwest, 1. THIS DETAIL SHALL NOT BE UTILIZED IF STUD DEPTH EXCEEDS 8', ?. RIGID FACING MATERIAL APPLIED TO 1000 S.W. Broadway, 3c BOTH STUD FLANGES MAY BE UTILIZED Porflond, Oregon 9?205 IN LIEU OF U-CHANNEL. PROVIDED THE iS03)-916 896.'. --'--SLIP TRACK, SIZE FOLLOW;NG CRITERIA: h GAUGE AS REO'D. A STUD HEIGHT DOES NOT EXCEED 16' _._rT - --- -- . INFILL do STUD JAMB, SIZE 0) SHEATHING APPIED r0 BOTH STUD 0 RaE �e > 1" SEE ARCH GAUGE AS REO'D. FLANGES FULL HEIGHT PER CN I SEE FLAN JAMB POST, SIZE & APPLICABLE ASTM STANDARDS. BRIDGEPOR GAUGE SEE ARCH, C) SIUD TEMPORARILY UNSHEATHED. D IF ONE SCREWS AS REO'0- D) STUD GAUGE IS A MAX. OF 16 GA. VILLAGE STL GIRT STUDS AND TRACKS BUILDING R2 00' 1 TRACK PIECE, SIZE h SEE PLAN-- W/2-#10 SCREWS TYP CD GAUGE AS REQ'D. I I %*)(16GA., U-CHANNEL 0 / AT CONNECTIONS I i '---CRIPPLE S1UL`S, SIZE 8c VERTICAL SPACING AS RF.Q'D. N LOCATION MATCH CAGE AND SIZE OF' GAUGE AS REQ' . WALL STUD I 2- 10-16 SCREWS FASTEN (, TUALATIN. OR. SUPPORT CLIP, SIZE h I TO U-CHANMEL VERTICUP SLB800 GAUGE AS REO'D. L SHEET TITLE STL. ANGLE OR--_, EWA/f 3- #12 SCREWS -_-� t4*x1h"x1%G., CLIP ANGLE ------ __ ) STL. GIRT EACH SIDE OF LEC OF LIP ON 18 -HEADER, SIZE do FANNED TO STUD W/2-/10-16 E SECTIONS 2. SEE PLAN � REWS: ANGLE LENGTH SHALL NOT BE DETAILS GAUGE AS REQ'D. LESS THAN STUD DEPTH, MINUS )J'. SCREWS AS REO'D.--�-- TYPICAL STUD, SIZE h f- --- (p GAUGE AS REOVLIJ PLAN DETAIL Q ------- �� ZO p DEACIUP DErAII 15 DETAIL r ^ n DETAIL NOT USED SHE�r NLeNR .� LOAD BIARI V HEADER JAMA DF'fAIL 1 V U-CHANNEL DETAIL 5 p _ R2 s a ,3�OX K ,.a•�tre',"i��rr�l -�ur�r:�+��tbkr#�t �a, �u��'a'�. ia,; 9 r. „ I. lu �StooY : r • L ., , c ..tip • 4K .y. ::. ... ,. a ;,. . ...:u... ; � ''., T.,.... ,I - d y r� c7 x�T1I ,Y. , ,ifit�Rx ,.•ka,•.., f!YF r 1 rif0lii riT .. ,,.< , " •' a. ;i.,a trs..�', is '•.,: b».Tr B�'� `•'"" - n -- ;.r: , No a s,u i it CPU -RI Opus Archit & t �--- – -- – -- --- -- --- – —_ Engineers, TAf'K WELD \ TO INSIDE r r` '� f OF HSS / 3{° BOTH SLOES 10350 Open flood west v OF COI. I 10_x._ - O52-656-44" � � 1: ��.:, �� 1,';:. S 932 656-4529 fox oaa, MN 313 STL. COL. - - ---- -- -- - - ----- - --... I SS'8x3xYz ''P - SEE PM e - �) - -- ---- - � STIFT. PL. BOT./GIRT _ -- ��r w/ +" � I rnr - 37 a REGISTRATION SEE PLAN 3-SOES 5 �r S7 \ HSS TUBE -- H 8x HSS 8x3 SEE PLAN I� aOfH SIDES\ YJ\•)F• COL. w L4x4xY dov oo 00 is N Ln do A (D_SECTION s E ~' HSS 804 / HSS 8J;4- -H x 4H — X— - - -- — - _ --- _ — -- .6 R1 RI 9 HSS 8x3x14' 57 I -- - --_--- I ---- - - - - —T-- - --- HSS 8x '', — xv -- ---- - — -- - - ---- - -/ u; ( 1.N1I't.l� - 0A Pro1,,,,tf i STL.. COL. SIZE, - ---_- SHAPE do OREINTATION I MAY VARY SEE PLAN - 6�7— _ __� I o m CANOPY FRAMING PLAN TACK WELD \ 1. TOP OF BEAM ELEVATION (TBE.) = 113'-8` INSIDE HSS 1/4""1 -0` BOLT TO r tl-r7 ' 2. LONG SIDE OF HSS GIRT IS VERTICAL ( r 1 VV � I = ( '1 ) � I I y. HSS 8r i i � i ��I. i C Lu conN. ro P --GIRT, SEE PLAN w COI. WEU TrP_ ` - I t--Y4"0 A325N BOLTS, FINGER -i TIGHTEN BOLTS dt DAMAGE 5 F: ® THREADS -- s> " l04 B _ [NOTE: ONE END OF GIRT ONLY � \ ANGLE w/ 2` � SS z3 \�• -._ S� -/SLOTTED HOLES 57 I -- - -HSrs Bx3xNr- _ ---- = - --- - - ------' - ----- - C.$ TYP 8 9 HSS 10x8K1 do r `o OD 6 — rn (1 t ao HSS 8x4xy4 x Voa ) -- CUT TO FIT I i HSS 4x4xY4 HSS GIRT SEE PLAN HSS tOxBxJ¢ - - i 5 HSS OUTRIGGER - -- - ----- - -- - - - --- - - SS 83 _ 6' SEE PLAN - i a 11 - I HSS 1 ox8x� ; _--- -' -CL OF - z HSS - - - ---- -- --- -. ._ ---_ - -i U.1) ISSUE RECORD . STL. COL. i j a I i I SEE PLAN-- �'� - - w RI C14 - HSS 8x4xYt I / /04 PRELIM.SHE I �P F x 09 I /15 04FINAL SHELL - CL OF V) V) HSS GIRT - - - '^ N SEE PLAN-- HSS ' = HSS 4x4;4 _ HSS OUTRIGGER -- .,.` SEE PLAN ----- -�------------------------,� -.._ I Y. I SECTION 2 CANOPY FRAMING PLAN 9 CANOPY FRAMING PLAN 1. TOP OF ©FAM ELEVATION (TBE.) = 113'-8` i/4'=�'-0' DESIGN NUMBER 4 EA2. LONG SIDE OF HSS GIR1 IS VERTICAL 5435220-R� 1. TOP OF BM ELEVATION (TBE.) = 110'-3" 1/4 =i'-0" 2. LONG SIDE OF HSS GIRT IS VERTICAL PPOJECT NUMBER DATE 09/16/04 E PROJECT MANAGER HOLS CL Yi1�IIFILLET WELD 3) 4 RAWNEN t __SEE SEE PIAN ----�L_ SEE � E. SATHRE PLAID -HSS � CHECKED 8Y .-------T I� SEE PLAN M. KAHLE _ TBE. . _- - -- o - SEE PLAN I • E.rors may :,ccur in the tra ,n electronic ,) I responsible Lfor s. � Danyy claims,s cam spec ( PL Y4` 410W" I 6 1 8 expenses apes out of the un W/ 2--'i 0 57 1 u: """►►�� A325-N BOL'S I I he information contained or SC. CLASS "B` TYP files. y not acru \ ° �fe L S I I e Electronic alse5buiall, condition HSS SEE PLAN CONT. CJP HSS 10x8x1� responsibility of the user t -<GRIND SMOOTH \ \ E - °_ I-r--1 layouts dimensions and of Ite i information. HSS 10x3xY� ,. SEE ARCH FOR 12 * This document moy not t Y PLATE CONT. ADD'L INFO I ,c o_ o copied without prior -tilt i Q all rights reserved x C1005.3 I Fr"ored For D� CCANOPY ETION 24'--eV," 1 1' s' 4'-1(?'<'4- TYPE 7 OPU 1 I Opp Is Northwest, 1000 S.W. Broad-aafy,� I I PorMand, Oregon 97705 (503)-416-°963 E 171 � �ROIECi r �fe �RIL1 BRIDGEPOR CHANNEL �° .----GIRT, SFE SEE PIAN i SEE PIAN %L SEE LAN I i VILLAGE PLAN TBE. o BUILDING R I � CANOPY FRAMING PLAN N IDCAtiON Q0 TUAI-ATIN, OR. 1. TOP OF BEAM ELEVATION (TBE.) = 109'-0" 1/4'=1'-0' \ 2. LONG SIDE OF HSS GIRT IS VERTICAL HSS OUTRIGGERL sI+ErJ TIRE SEE PLAN a� E SECTIONS a HSS SEE PIAN c DETAILS SEE AROI FOR N ADD'L INFO to w �7 . SECTION o $EET N' CANOPY —TYPE 3 F- • R2- ....v,........;-,...+. nw...e...:...._......_...,,,..........__, ...._..n.,..,, ,.,.,��wi..ra..+...,..w...n...».per.awr.�wrta..r.,.n,wn.�w.a..aberlwl , , f ....,,.. a. , '' ... •:ak 4„-t..:,..: r.w..;.:..: .!t n.� +A '4,v .,u>.,, . ..f7i;t.l a, e,`: ,.i:;i :-'7i. ':i a,;.t 'pAw'•-< ,! fr t. a . 4 ” , y y x 9• „ 4 a