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Plans (10) f5U s -cd y DESIGN CODES ATND LOADING: STEELNL STUDS AND JOISTS: REQUIREMENTS SF THE TL RKEUNDR: ee2'/ S� f ._'e S 4 s2. OREGON STRUCTURAL SPECIALTY CODE(2014 EDITION) GENERAL REQUIREMENTS: THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF AN OREGON STEEL STUD MANUFACTURERS ASSOCIATION, LATEST EDITION SHALL GOVERN LICENSED CIVIL ENGINEER. c LIVE LOADS: FOR ALL STEEL STUDS t JOISTS SPECIFIED, amazon books ROOF SNOW: 25 PSF � THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS DEPTH,GAUGE, AND SECTION PROPERTIES OF STEEL STUDS AND JOISTS AND MUST PERSONALLY OBSERVE ALL OF THE WORK REPORTED ON. LATERAL LOADS: SHALL MEET OR EXCEED THOSE OF THE SECTIONS SPECIFIED.SEE ICC N........1 WIND: N/A(INTERIOR, NO RTU) ESR-3064P FOR ADDITIONAL MATERIAL INFORMATION. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE SEISMIC: 5s=.978,51=.425, yds= 723, 5d1= .446, Ie=1.0 BUILDING DEPARTMENT AND ENGINEER.ANY DISCREPANCIES SHALL BE RISK CATEGORY II G-60 GALVANIZED COATING PER ASTM A653 IS REQUIRED FOR ALL STEEL IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR SEISMIC SOIL SITE CLASS D STUDS AND JOISTS CORRECTION;THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND SEISMIC DESIGN CATEGORY D ENGINEER. SEISMIC COEFFICIENT, Fp(WALLS AND CEILINGS)=0.347 ALL SCREWS SHALL BE SELF-TAPPING/SELF-DRILLING FASTENERS THAT ARE ' ZINC COATED AS MANUFACTURED BY HILTI KWIK-FLEX(ICC ESR-2196, LARR THE FINAL REPORT SHALL BE SIGNED BY AN OREGON LICENSED CIVIL ENGINEER GENERAL 25095)OR APPROVED EQUAL.THE MINIMUM SCREW SIZE TO BE 118-18(02 AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE " ' THE OREGON STRUCTURAL SPECIALTY CODE AND STANDARDS SHALL GOVERN POINT)OR 010-I6(02 POINT)FOR 54 MIL(Ib GA)OR LESS AND 010-I6(53 APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE UE ALL MATERIALS AND WORKMANSHIP. POINT)OR 012-14(02 OR 03 POINT)FOR MATERIAL HEAVIER THAN 54 MIL(I6 WORKMANSHIP PROVISIONS OF 0550. GA)U.N.O.ON THE DRAWINGS.SCREWS FOR SHEATHING CONNECTIONS SHALL 13228 NE 20TH 5T,SUITE 100 ALL TEMPORARY SHORING OR BRACING IS THE RESPONSIBILITY OF THESPECIFIC SPECIAL INSPECTIONS REQUIRED: BELLEVUE,WA RB005 BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING TO METAL 425 614-0140/INFOPAU-ENG.CCFI CONTRACTOR.THE DRAWINGS REFLECT THE FINAL FINISHED CONDITION OF THE • STRUCTURE. CONNECTION.ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER NO SPECIAL INSPECTIONS ARE REQUIRED. JOB NO:16269 MATERIAL INTO THE HEAVIER MATERIAL U.N.O.SCREWS SHALL HAVE A THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED DISCLAIMER: AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER TO CENTER BUT INDICATE THE GENERAL CONSTRUCTION.WHERE CONDITIONS ARE NOTSEACINGS OF 1/2INCH.ALL SCREWS SHALL CONFORM TOSAE J78 AND SHALL THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT THE BE COATED WITHH AA CORROSIVEIVERESISTANT COATING.THE SCREW AND MAT NOT BE REUSED IN ANT WAY WITHOUT WRITTEN APPROVAL OF AUE. DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE IT IS OUR INTENT THAT THIS DESIGN MEETS THE NORMAL STANDARD OF CARE THE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS TO HYDROGEN EMBRITTLEMENT. WITHIN THIS INDUSTRY.NO OTHER WARRANTY I5 PROVIDED OR IMPLIED. ALL MEANS, METHODS,AND SEQUENCES OF CONSTRUCTION TO SAFELY ALL FRAMING COMPONENTS SHALL BE SQUARE CUT FOR ATTACHMENT TO PERFORM THE WORK.AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN PERPENDICULAR MEMBERS. RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT ENDS OF IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS,SPECIFICATIONS, THE STUDS ARE POSITIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. OR OTHER DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, PROVIDE WALL BRIDGING AT 48'0/C PER MANUFACTURER'S SPECIFICATIONS OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.VERIFY WHERE WALL 15 NOT SHEATHED CONTINUOUSLY ON BOTH SIDES AND AS SHOWN ' AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH IN DRAWINGS.PROVIDE WALL BRIDGING PER MANUFACTURER'S SPECIFICATIONS ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. FOR WALLS DURING THE CONSTRUCTION PROCESS WHERE THEY ARE NOT THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES SHEATHED PRIOR TO RESISTING LOADS. ' AND DIMENSIONS.DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE JOISTS SHALL BE LOCATED DIRECTLY OVER STUDS, TYPICAL. FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. NO SPLICES ARE PERMITTED IN STUDS. DRAWINGS ARE NOT TO BE SCALED. ALL SECTIONS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE STRUCTURAL STEEL: FOLLOWING REQUIREMENTS: GENERAL REQUIREMENTS: 97,68 t 54 MIL.THICKNESS(GAGES 12, 14 t 16)----ASTM A-653 GRADE ALL OTHER STEEL:ASTM A36. D,YIELD 50 KSI, Fu=65KSI ALL STAINLESS STEEL 316E(Fy=30,000 psi). 43,33 t 27 MIL.THICKNESS(GAGES 18,20 t 22)----ASTM A-635 GRADE ALL BOLTS:ASTM A325 INSTALLED PER CRITERIA FOR SLIP CRITICAL A, YIELD 33 KSI, Fu=45KSI CONNECTIONS U.N.O. ALL TRACKS,BRIDGING, STRAPS ETC.ARE TO BE FORMED FROM STEEL OF PROVIDE WASHERS FOR ALL BOLTS AS REOIIRED BY AISC.AS A MINIMUM THE SAME THICKNESS AS THE STUDS OR JOISTS TO WHICH THEY ARE PROVIDE STANDARD CUT WASHERS UNDER ALL NUTS. ATTACHED, U.N.O. ONE COAT OF APPROVED SHOP PAINT MINIMUM TO ALL STEEL NOT EMBEDDED METAL STUD DESIGNATION 15 THUS: I W1ILDINGSDEPAa1MENrcOM3ENrs 07105/16 AA '600' IN CONCRETE.FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH -MEMBER DEPTH IN 1/100 INCH(5') No. REVISION DATE BY THE LATEST EDITION OF THE AISC(ASD)SPECIFICATION FOR THE DESIGN, '5'-STYLE OF MEMBER(5=STUD/JOIST, T=TRACK, U=CHANNEL, F= FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.STEEL FURRING CHANNEL) PROJECT MANAGER: NOTED AS GALVANIZED SHALL BE HOT-DIP GALVANIZED UNO. 162'-MEMBER FLANGE WIDTH IN 1/100 INCH(1.625"= -5/8") TPG\rchitecture '54'-MINIMUM STEEL THICKNESS IN MILS(54 MILS.=0.054',OLD CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS DESIGNATION OF IS GA.) METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR THOSE METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE SPECIAL INSPECTIONS: TPG ARCHITECTURE,LLP $a. ARCHITECTURAL FINISHES OR OTHER BUILDING SYSTEMS.ALL FRAMING AND GENERAL REQUIREMENTS: 31 PENN PLAZA CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT RESULT IN ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2014 0550, 132 WEST 315T STREET,5TH FLOOR.NEW YORK,NY 10001 ili ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE OR LATERAL CHAPTER 17. 212.758.0800 I TPGARCHITECTURE.COM LOADS BEING APPLIED TO THE BOTTOM FLANGE OF STEEL BEAMS.SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE 2014 OREGON INCONSIDERATION OFRECEIVINGDRAWINGS FROM TPG ARCHITECTURELLP IN OF THE PROJECT ALONG WITH SHOP DRAWINGS NOTING THE LOADING IMPOSED STRUCTURAL SPECIALTY CODE ARE REQUIRED.INSPECTIONS SPECIFIED IN AN ELECTRONIC FORM,71-IE RECIPIENT AGREES,TO THE FULLEST EXTENT PERMS ON THE PRIMARY STRUCTURE. THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. UP FROM AND AGAINNST TO WAD CLAIMS, n�elunESML SSSS.ARCHITECTURE MID s COSTS,INCLUDING BUT NOT UNITED TO ATTORNEYS FEES,ARISING OUT 0F, i WELDING REQUIREMENTS: CITY INSPECTION IS NOT A SUBSTITUTE FOR SPECIAL INSPECTION. OR IN ANY WAY CONNECTED WITH TEE USE,RE-USE,MISUSE,MODIFICATION, ip ALL WELDING SHALL MEET AWS/OBOA CODES FOR ARC WELDING IN BUILDING OR MISINTERPRETATION OF THE MACHNEREADABLE INFORMATION PROVIDED CONSTRUCTION. ANT WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE BV TPGARCH7r:cruRELLPUNDEaTIasAGREEMENr. SPECIAL INSPECTOR AND/OR THE CITY INSPECTOR IS SUBJECT TO REMOVAL IN ASSOCIATION WITH ARCHITECT: EXCEPT AS SPECIFIED IN THE SPECIAL PROCEDURE OF THIS SECTION, OR EXPOSURE. R H SWEERS II,PROPRIETOR ELECTRODES MAY BE E70(70 KSI MINIMUM).ELECTRODES MUST BE KEPT DRY WHERE SPECIFICALLY REQUIRED,CONTINUOUS INSPECTION 15 REQUIRED DURING RHSWEERSARCHITECT AT ALL TIMES. THE PERFORMANCE OF THE WORK.THIS MAY BE A REQUIREMENT OF THE RHS2@SWEERSARCH.COM MINIMUM WELDS SHALL BE 3/16'OR AS NOTED IN SECTION J.2b OF AISC BUILDING CODE/LOCAL JURISDICTION OR THE MANUFACTURER. 11327MACKEY (WHICHEVER 15 LARGER) THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF OVERLAND PARK,K355210 71-FE DRAWING PREPARED UNDER MY SUPERVISION.IDISCLAIM RESPONSIBILITY INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE ALL WELDING OF STAINLESS STEEL SHALL USE E309 ELECTRODES WITH A FOR THE EXISTNG BUILDING,CONSTRUCTION ELEMENTS,SITE CONDITIONS, GMAC PROCESS SATISFACTION OF THE BUILDING OFFICIAL. as ANY DOCUMENT wHO1DONOT BEAR MV IGNATURE AND SEAL THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND INFORMING THE PROJECT 1 FIELD AND 5F10P WELDING SHALL BE PERFORMED BY AWS/OBOA CERTIFIED SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST ONE WORKING DAY BEFORE WASHINGTON SQUARE WELDERS. THE WORK IS TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON. TENANT SPACE(G-07) Fi 9585 S.W.WASHINGTON SQUARE RD. Fi GENERAL ABBREVIATIONS: PORTLAND,OR 97223 AB,A.B. ANCHOR BOLT CJ,C.J. CONTRACTUAL TINT EJ,E.J. EXPANSION JOINT GRD GRADE LVL MICRO.LAM REAM PT,P.T. PRESSURE TREATED TW TONGUE AND GROOVE DRAWING 22 w ABV. ABODE CL CENTER LINE EMBED. EMBEDMENT SAID GYPSUM WALL MINS. MASONRY PIT POST TENSIONED THR'D THREAD(ED) AMYL ADDRIONAL CLR CLEAR EL,ELEV. ELEVATION BOARD MAYL MATERIAL OTT OJANTITY TJ TRUSS JOIST GENERAL NOTES AND ABBREVIATIONS ADJ. ADJACENT CMU CONC.MASONRY UNIT EN,E.N. EDGE NAIL HDR HEADER MB MACHINE BOLT REF. REFERENCE MACMILLAN i ALT. ALTERNATE COL. OILMEN ENG ENGINEER HF,H.F. NEM-FIR (0107) REINF. REINFORCEMENT TMPRY TEMPORARY APPRX. APPROXIMATE COL. CONCRETE EO EQUAL NGR HANGER MD MID-DEPTH REDD REQUIRED TN,T.N. TOE NAIL ARCH ARCHITECTURAL CONN. CONNECT(ICN) ES,E.S. EACH SIDE 1X)RZ. HORIZONTAL MRF MOMENT RESISTING R0,R.O. ROUGH OPENING T.O. TOP OF P AT CONST. 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BY TPG ARCHITECTURE LLP UNDER TH SNAG ME INFORMATION FRONDED IN ASSOCIATION WITH ARCHITECT: R H SWEERS II,PROPRIETOR i NOTE: RH SWEERS ARCHITECT RHS2@SWEERSARCH.COM 1 ROOF FR 6 NG PLAN CEILING GRAVITY AND SEISMIC 11327 MCKEY SUPPORT PER DETAIL I/5-003 OVERLAND PARK,KS 68210 i + SCALE: 3/16°=1'-0' FORDTHE E%ISTINGP BUILDING,ECONSTRUCTIOJSIE�ENNTS SITE CSR&Lo 9 g PLAN NORTH OR ANY DOCUMENT WINCH DO NOT BEAR MY SIGNATURE AND SEAL PROJECT 1 WASHINGTON SQUARE E TENANT SPACE(G-07) CEILINGATALL SEIDROP SMIC PODCEILINGS.PER 1/5003NOT TYSNOW P NOTE, DRAWINGS ARE BASED CNA LIMITED M'VJNT OF 9585 S.W.WASHINGTON SQUARE RD. ARCHITECT IN ALL LOCATIONS, BUT SNOW FOR FIELD VERIF FOR AN ONS AND NOTIFY G.CT AND ANR MUST PORTLAND,OR 97223 SPACING REQUIREMENTS FIELD NEER IF CONDITIONSY ARE OTHER I THAN AS HOWN PRIOR 3 r0 MODIFICATION. DRAWING ff NOTE: CEILING PLAN ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE E FOR GENERAL REFERENCE ONLY.THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. SEAL DATE 06/1012016 1 C�0PNE,,,, 3i PR03ECTNO. 1516239-00 LI ijipe.� PE o2 SCALEAS NOTED -- _ DWG NO. i9 AYE '�6' S-002 a. /ANO UNSOF,�`'4, t1 EXPIRES:06/30/18 W 0//0812016 CAD FILE NO. e amazon books DBL 3625162-43 COMPRESSION STRUT W/(5) SEE DETAIL 7/5-003 FOR ALL RI SCREWS TO RUNNERS. MAX.UNBRACED HANGING CR BRACING LOADS NOT PER LENGTH=230-0'. COMPRESSION STUD TO BE AT PANEL POINTS OF(E)JOISTS / C.AT ROCP.09 CONNECTIONS Al ROOF PER CONT.AT SIM,W/43 MIL X I-1/2'X I-1/2'CLIP W/(3)48 TO STRUT AND(3)NB TO DETAILS 10/5-003 4 11/5-003 CEILING PER ARCH INTERMEDIATE CEILING FRAMING MEMBERS. r SEE 12/5-003 FOR CONNECTNXN TO(E) b'-0'MAX. �"" 1 STRUCTURE. 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IN CONSIDERATION OF RECEMNG DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM,THE RECIPIENT AGREES,TO THE FULLEST EXTENT il 5 SOFFIT AT KIDS AREA 6 KNIFE EDGE SOFFITE ) JOIST REINFORCING 8 IN PLANE SOFFIT BRACING PERMITTED BY LAW,TO HOLD HARMLESS AND INCEMMFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAMS,LIABIUPES,LOSSES,DAMAGES,AND 5-003 SCALE: 3/4"=1:-0' 5-003 SCALE: 3/4"=1'-0' - SCALE: 3/4"=I'-0' 5-003 SCALE: /2=1'-0' COSTS,INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES,ARISING OUT OF, I OR IN ANY WAY CONNECTED WITH THE USE,RE-USE,MIS-USE,MODIFICATION, o OR MISINTERPRETATION OF THE MACHNE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. IN ASSOCIATION WITH ARCHITECT: SEE DETAIL 7/5-003 FOR ALL R H SWEERS II,PROPRIETOR HANGING OR BRACING LOADS NOT SEE DETAIL 7/5-003 FOR ALL SEE DETAIL 7/5-003 FOR ALL RH SWEERS ARCHITECT 3: (E)WEN WEB JOIST HANGING OR BRACING LOADS NOT AT PANEL POINTS OF(E)JOISTS HANGING OR BRACING LOADS NOT RHS2@SWEERSARCH.COM PER PLAN AT PANEL POINTS OF(E)JOISTS AT PANEL POINTS OF(E)JOISTS 11327 MACKEY OVERLAND PARK,KS 88210 FLIT BRE BOLT AT CLE Of ANGLE CLIP W/ UNISTRUT OI000.ATTACH THE DRAWING PREPARED UNDER LAY SUPERVISION.I DISCLAIM RESPONSIBILITY NUI'IN BETWEEN VALLEYS OF DECKING. BRACE(3)TSTRUT SCREWSC WITS 12'0ERU BOLT WITH NUT BETWEEN VALLEYS OF DECKING. FOR THE EXISTING BUILDING CONSTRUCTION ELEMENTS.SITE CONDITIONS, Oq PROVIDE PL WASHERS I/4'X 2'X 2'AT TOP OF CHORD X L3'X 3'X 3/IOR ANY DOCUMENT WHICH DO NOT BEAR MY SIGNATURE AND SEAL b' 0'-6'LONG.ATTACH AND ON BOTTOM OF UNISTRUT 4 BRACE TO ANGLE WITH(3)010 SCREWS (E)METAL DECKING (E)METAL DECKING S30-0.4)_ PROJECT - — _ _ WASHINGTON SQUARE B \h7 I _ .f_ \ G /BOD:t30'-O' -)BOD:=30'-0'h 4YTENANT SPACE(G-07) \ \ TMP \`\` UNISTRUT PI000 P1001 UNISTRUT P 16'O.C.ATTACH PI001 UNISTRUT AT EACH STRUT 9585 S.W.WASHINGTON SQUARE RD. `\`\ (E)OPEN WEB ` `\ TO BOTTOM CHORD OF TRUSS TO BOTTOM CHORD OF TRUSS JOIST PER PLAN \ \ METAL STUD I WITH V2'0 TARE BOLTS AS SHOWN, I 1 WITH 12'0 THRU BOLTS AS SHOWN, PORTLAND,OR 97223 \ \ \ BRACING PROVIDE PL WASHERS I/4'%2'X2'ON TOP Of PROVIDE PL WASHERS I/4'X 2'% 3 \ \ `\\\PER DETAILS BOTTOM Of AND AT B2'ON TOP OTTOM PFONIUDTAND AT DRAWING g \. \ II CEILING/SOFFIT DETAILS m - \ \ B.O. E)TRU55 1 , E METAL STUD BRACING J L 1 L .111 I. • 11. :I ..-..:IimI—T-1m PER DETAILS CONT P1001 UNISTRUT.ATTACH TO WITH ' BOLT. WASHER 1/4'X 2'0 2'AT TOP PL TOP OFO6I10f2076 I i 8 6 I CHORD AND AT BOTTOM OF UN'STROT. CONT.43 MIL X 2'DEEP TRACK CEILING STRUT PER 1/5003.COPE SEAL DATE -..°3 X AS REQUIRED WITH(2)IM FLANGES AND ATTACH $0 CONT.43 MIL TRACK WITH(2) SCREWS TO EA STUD AND 12'0 TO UNISTRUT W/(4)RIO SCREWS QED PROFF"c PROJECT No. 1516239-00 718 SCREWS TO EA STUD.ATTACH BOLT AND STRUT NUT TO EACH """���yyy - INC 4' CI o TO UNISTRUT WITH 12'0 BOLT AND UNISTRUT i�N•E '- SCALE AS NOTED _ STRUT NUT @ 24'O.C. / _ 2i SOFFIT PARALLEL SOFFIT PERPENDICULAR ! qYi ��'�, S-003 10 TO (E) STEEL OPEN NEB JOIST'S II TO (E) STEEL OPEN NEB JOIST'S 12 STRUT AT CEILING SEISMIC POD ANJUNSDE,- EXPIRES:06/30/18 L.4,1 5-003 SCALE: 3/4'=1'-0' 5-003 SCALE: 3/4"=1'-0" 5-003 SCALE: 3/4"=1'-0' (0/00/2016 CAD FILE NO. 3 NOTE:ALL STUDS TO FASTEN WITH 48 STRAPPING W BLOCKING iAm��®n books L 2'X 2'X54 MIL 6005162-33 AT 48'a OB SCREWS P 6'O.L. DE BLOCK/BRACED N/(4)Ab SCREWS CLIP MAY BE / PER DETAIL 2/5-004 ,I/ ' SUBSTITUTED FUR ,I �� P EACH BRACE 4 TOP OR 3/5-004 TRACK TMP CONTINUOUS TRACK BLOCKING AT OPENINGS HIMPSON WEN BLOCKING AND AT 7'-0'0.C.FIT TIGHT BETWEEN STUDS / CLIP RS / / NOTE:SEE DETAILS 10/5-003 / / CR II/5-003 FOR CONNECTION METAL WALL STUD /, METAL WALL STUD 11111/ / OF BRACE TO(E)STRUCTURE 'I / 'I I ....' I ht *Et / '� SHEATHING ETAILWHERE PER IT ARCH.OCCUOR PER S = = I 1111 _= 2 SHEATHING PER ARCH.CR PER • ttt DETAIL MERE R OCCURS D CEILING PER ARCH I 1711 / ' UE GWB FINISH,TTP 1 il 43 MILK I I/4'I I I/4'I 3625162-33 1 IIII , ''-- STUD DFPTN MINUS 1/2' 13228 NE 20TH 5T,SUITE 100 I WITH(2)118 SCREWS BELLEVUE,WA 98005 P Ib'O.C. I ,I '' FASTEN STRAPPING TO EACH I 425 6M-0949/INFCPAU-ENG.COPI TO CHANNEL AND(2)IB STUD WIN(I)88(MN)SCREW. SCREWS TO STUD .108 NO:16269 - CONT.3621150-33 14/ / 48 / IA (E)CONCRETE SCREW EA.SIDE TO EA.STUD I/ .HORZ.5 SHEATHED IS REQUIRED UNLESS WALL IS SHEATHED ON EACH SIDE.IF WALLSLAB ON GRADE 15 SHEATHED ON ONE SIDE,THE STRAP 15 I •PROVIDE COLD ROLLED CHANNEL SHOWN BRIDGE NOT REQUIRED ON THE SIDE WITH SHEATHING. SCAFCO KWIK BRIDGE SYSTEM ALTERNATE KWIK BRIDGE WITH KWIK BRIDGE ` i/'� JURID.BLOCKING SHALL BE PROVIDED P 32' OR CONTINUOUS 150054BOTH CLIPS)WHERE WALL IS NOT SHEATHED ON �° O.C.VERTICALLY AT INTERIOR WALLS COAD ROLLED CHANNEL 4U SIDES OF WALL. PROVIDE KWIK BRIDGE ,�//�//\i --II •BLOCKING/STRAPPING IS REQUIRED IF LOAD ANGLE PER DETAIL AT 32'O.C.VERTICALLY AT INTERIOR WALLS I5 APPLIED BEFORE SHEATHING I5 ATTACHED. •BLOCKING/STRAPPING IS REQUIRED IF LOAD /,\/. 0.157'0 HILTI X-U PAPS P 12'O.C.W/ 15 APPLIED BEFORE SHEATHING 15 ATTACHED. 3/4'MIN.EMBED.,TYP. CONTIMIOUS I-1/250005 FLAT STRAPPING •BLOCKING 15 REQUIRED AT ALL PANEL EDGES •ALTERNATE WALL BLOCKING SHALL NOT BE OVER BLOCKING AS SHOWN.REQUIRED IN SHEAR WALLS USED IN SHEAR WALLS ON ALL SIDES WITHOUT SHEATHING. I TYPICAL PARTITION DETAIL STUD HALL BRACING J STUD HALL BRACING 5-004 SCALE 3/4"=I'-0' 5-004 SCALE: 3/4"= -0' 5-0041' SCALE: 3/4'=1'-0 1 BUILDINGS DEPARTMENT COMMENTS 07105/16 M NO. REVISION DATE BY PROJECT MANAGER: TPG\rchitecture TPG ARCHITECTURE,LLP 31 PENN PLAZA a 132 WEST 31ST STREET,5TH FLOOR,NEW YORK,NY 10001 212.788.0800 I TPGARCHITECTURE.COM H IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN Ag' AN ELECTRONIC FORM,THE RECIPIENT AGREES,TO THE FULLEST EXTENT B PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE g LLP FROM AND AGAINST ALL CLAIMS,LIABILITIES,LOSSES,DAMAGES,AND s COSTS,INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES,ARISING OUT OF, 57 OR IN ANY WAY CONNECTED WITH THE USE,REUSE,MISUSE,MODIFICATION Q OR MISINTERPRETATION OF THE MACHNE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. S IN ASSOCIATION WITH ARCHITECT: 6 R H SWEERS II,PROPRIETOR 1 RH SWEERS ARCHITECT RHS2@SWEERSARCH.COM Lt: 11327 MACKEY OVERLAND PARK,KS 68210 1 THE DRAWING PREPARED UNDER MY SUPERVISION.I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING,CONSTRUCTION ELEMENTS,SITE CONDITIONS, gi OR ANY DOCUMENT WHICH DO NOT BEAR MY SIGNATURE AND SEAL. WPROJECT 1 WASHINGTON SQUARE TENANT SPACE(G-07) 9585 S.W.WASHINGTON SQUARE RD. g PORTLAND,OR 97223 3 DRAWING 1 DETAILS 11 • A w SEAL DATE 06/1022016 i I eco PRO PROJECT No. 1516239-00 J r. LL /A.:, 31 ' oy SCALE AS NOTED " iii _ DWG NO. •E r. a � art 4 g.. 4'V 'Lo° J UNSOF.f(' e S-004 u� EXPIRES:O6/3O/18 LA 0710812018 CAD FILE NO.