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GENERAL STRUCTURAL NOTES ( �
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<br /> �. ALL MATERIALS AND WORKMANSHIP �ESIGN. AND CONSTRUCTION SHALL CONFORM TO 1HE REQUIREMENTS OF THE DRAWING �6. CONCRETE PROlEC110N (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS B8. TIMBER CONNECTORS CALLED OUT BY LETiERS AN� NUMBERS SHALL BE BV SIMPSON COMPANY, AS SPEQREO IN THEIR �
<br /> SPEQFlCAilONS, TNE INiERNAl10NAL BUIL�ING CO�E, (2015 EOIPON). CHTALOG. EOUIVALENT DEVICES BY OTHER MANl1FACiURERS MAY BE SUBSIITUTE�, PR�VI�ED THEY HAVE ICC APPROVAL FOR � ¢ N V
<br /> POOTINGS AND OTHER UNFORMED SURFACES. EARTM FACE............... 3" EOUAL OR GREAiER LOAD CAPACRIES. PROVIDE NUMBER AND SIZE OF FASiENERS AS SPECIRED BY MANUFACTURER. � 3 m u1 �
<br /> FORMED SURFACES E%POSED TO EAR1H ( e WALLS BELOW GROUND OR WEATHER (N6 BARS OR CONNECTORS SHALL BE MSTALLED IN ACCORDANCE WITH iHE MANUFACTURER'S RECOMAIENDATIONS. WHERE CONNECTORS 9 h � Q
<br /> 2. DESIGN CRITERIA ) STRAPS CONNECT TWO MEMBERS, PLACE ON HALF OF THE NAILS OR BOLTS W EACH MEM9ER. ALL BOLTS IN WOOD MEMBERS � � N N �
<br /> LARGER) ......__ ._ ..... .._..... ........... _....._ p• SHALL CONFORAI TO ASTM A30J. PRON�E WASHERS 11NDER THE HEA�S AN� NUTS OF ALL BO�TS AND LAG SCREWS BEARING � � N C7
<br /> RWF LIVE LOAp.............. ... ............_ 25 PSF (g5 BARS OR SMALLER) ..... ON WOOD UNLE55 NOTED OTHERWSE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED ANO DRiEO AND TNE W . �
<br /> """ � ��2 SAME GRA�E (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECiED TO FWSH BEAMS WIIH "U" SERIES W � IL jn �
<br /> FLOOR LIVE �OAD (RESIDENTIAL) 40 PSF COLUMN 11E5 OR SPIRAL ANO BEAA1 SiIRRUPS ........... ......... ._. � ��p^ HANGERS. ALL DOUBLE JOIST 9EAM5 SHAL� BE CONNECtED TO FLUSH BEAMS tNTH "U' SERIES HnNGERS. ALL TRIPLE J06T y N
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<br /> SLABS AND WALLS (INTERIOR FACE),._ _._._...._. 3�q� BEaMS SHALL BE CONNECIED TO FLUSH BEAMS WIiH 'U" SERIES HANGERS. � m Oi p � '
<br /> FLOOR LIVE �OAD (DECN) 60 PSF ��� ���� � TJI JOIST HANGERS PER MANUFACIDRER / TJI SHOP DRAWINGS (LLN.O.) � N o " m
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<br /> A - N-P N R T : SEE ARCHI C RA RA�NN FOR XA T AP N AND �IMENSIONS OP OOOR AND WINDOW N
<br /> C ST I LACE CO C E E iE iU � D GS E C LOC 0 5 �
<br /> STAIR h CORRIDOR LIVE LOAD 100 PSF OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAVANGS FOR SIZE AND LOCATION OF M6CELLANEOUS MECHANICAL �4 � w �
<br /> PROTECtION OF CONNECTORS IN CONTACT WITH PRESSURE iREAIED WOOD Z m V -
<br /> OPENINGS THROUGH CONCREiE WALLS. SEE ARCHITECNRAL DRAWiNGS FOR ALL GROOVES, NOTCHES, CHAMFERS FEATURE 29, qLL BOLTS. NAILS, JOIST HANGERS AN� PNY OTIER CONNECTORS SHALL BE HOT DIPPED GALVANiZED FASTENERS � a
<br /> MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR. STRIPS, COLOR, iE%illRE, ANp OiHER FlNISH �ETAILS AT ALL E%POSED CONCREIE SURFACES, 90TH CAST-IN-PLACE AND RECOIAMEN�ED TO CONFORM WIiH ASTM SiANDARD h-153 AND HOT DIPPED GALVAWZED CONNECTORS SHOULD CONFORM W m N W
<br /> PRECAST. TO ASTM A165, CLA55 G-1B3. STAINLESS SiEEL FASTENERS AND CONNECTORS SHOUL� BE TYPE 304 OF 316 � � a
<br /> WIND 110 MPH, EXPOSURE 'C Kzt = 1.0 SIMPSON PRODUCt FINISHES CORRESPONDING TO T1ESE REOUIREMENTS ARE ZMAX 9158 (HOT DiPPED GALVANIZE�) . .
<br /> nNo ssra000 (srnw�ess sree�- � �
<br /> EARTHOVAKE Sg L55 5� =.55 (CLA55 'D")
<br /> 1�� NON-SHRMK GROUT SHALL BE FURNISHED BV PN APPROVED MANUFACNRER AND SHALL BE MIXE� AND PLAGE� IN STRICT 3�� /LL WOOD fFAMING OETAILS - iHE FOLLO'MNG APPLV UNLE55 OIHERWISE SHOWN ON iHE PLANS.
<br /> ALLOWABLE SOIL PRESSURE 1500 PSF (NAIDRAL SOILS OR COMPACIED) ACCORDANCE WIiH iHE �AANUFACNRE"S PUBLISHE� RECOMMEN�ATIONS.
<br /> SEE PLANS FOR ADD. LOADING CRITERIA. SiEEL
<br /> 3. STRUCNRAL DRAWINGS SHALL BE USED IN CONJUNCTON WIR1 ARCHIiECiURAL DRAYANGS FOR BIDDING WNSTRUCTION. q MINIMl1M NAILING REQUIREMENTS: UNLE55 OTHERWISE NOTED. MINIMUM NAILING SHALL BE IN ACWRDANCE R1TH TABLE 2304.10.1
<br /> CONTRACTOR SHALL VERIFY �IMENSIONS AND CONDIilONS FOR COMPAPBILTT AND SHALL NOTIFV THE ARCHITECT ANO 18. STRUCTURAL STEEL DESIGN. FABRICATON, AND ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPEQPICAPON FOR THE �ESIGN, OF TIE INiERNATONAL BUILDING COOE.
<br /> STRUCNRAL ENGWEER, OF ANV DISCREPANCIES PRIOR TO CONS1RUCilON 50 HE MAY MnKE PROPER REVI510N5 TO T�E WORK. FABRICATION. AND ERECTION OF STRUCTURAL STEEL BUILDINCS"', LAiEST EDIiION, PLUS AlL REFERENCES CODES.
<br /> nT SAWN TIMBER JOIST AREAS: PROVIDE CRO55-BRIDGING AT 8'-0" ou MA%IMUM SPACING AND SOLID BLOCKING AT
<br /> 4, CONiRACTOR SHALL VERIFY ALL E%ISTING DIMENSIONS, AIEMBER SIZES, AN� CON�ITIONS PRIOR TO COMMENQNG ANY WORK. B' BEARING POINTS. PROVI�E �Ol1BLE JOISTS UN�ER AL� PARiIlIONS. PROVIDE �OUBLE JOISTS EACH SIDE OF OPENINGS uNLE55
<br /> ALL �IMENSIONS OF EXISTNG CONSiRUCiION SHOWN ON THE DRANINGS ARE INIENDE� AS GUIOELMES ONLY AND MUST BE 19 SiRUCTURAL STEEL INCWDING PLNTES, AND ROLLED SHAPES, SHALL WNFORM TO ASiM A36, Fy= }6 K51 SiEEL PIPE SHALL DETAILED OTHERNISE.
<br /> VERIFIED. CONFORM TO ASTM A-53, TVPE E, OR 5, GRADE 6, Fy= 35 K51 STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, PY- 46
<br /> KSM BOLTS SHALL CONFORM TO ASTIA A30J EXPANSION SHALL BE "PARABOLT" OR APPROVED EOUAL INSTALLED IN STRICT
<br /> 5. CONTRACTOR SHALL PRONOE IEMPORARY BRAQNG AND SNORING FOR THE SiF2l1CIDRE AND STRl1CTtIRAL COMPONENTS UNTIL ACCOR�ANCE WITH iHE MAUFACNRE55 PUBLISHEO RECOMMENDATION.
<br /> aLL FlNnL CONNECTIONS HAVE BEEN COMPLETED IN ACCORpnNCE WITH iHE PLANS EXPANSION BOLTS SHALL n5L0 BE SiMP50N STRONG BOLT (iCC-ESRiT) INSTALLED PER ICC-ESR REOUIREMENTS
<br /> �, PROVI�E DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS 1HAT EXlENO MORE 1HAN HALF THE JOIST LENGTH AN� �OU6LE
<br /> 20. ALL WELDING SHALL BE IN CONFORMANCE VATH A.LSG AND A.W.S. STANDARDS AND SHALL BE PERFORME� BY W.A.B.O. JOIST HEA�ERS AND DOUBLE JOISTS EACN SIDE OF ALL OPENINGS IN GLOORS AND ROOFS UNLESS �ETAILED OTHERWISE Q
<br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REOUIRED SAFTEV PRECAUTIONS AND 1HE MER10D5, IECHN10UE5. SEQUENCES CERTIFIED WELDERS USING EJO%X ELETRO�ES. ONLY PREOUALIFlE� WEL�S (AS �EFlNED 8V A.W.S.) SHALL BE USED. WELDING COOROINATE SIZE AN� LOCATION Of ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWWGS. �
<br /> AND PROCEDURES REQUIREO TO PERFORM HIS WORN, OF CRADE 40 REINFORQNG BARS QF REOUiRED) SHnLL BE PERFORMEO USNG E10X% ELETRO�ES & PER ASiM A]06 WELDING YATNIN 4" OF
<br /> COLD BENDS IN REINFORCMG STEEL i5 NOi PERMITTE�. SEE REWFORQNG NOIE FOR MATERIAL REQUIREMENTS OF WELDED
<br /> ]. CONTRACTOR-INIPATED CHANGES SHALL BE SU6MITTED IN WRITING TO THE ARCHIIECT ANO hIE STRUCNRAL ENGWEER FOR BARS � �
<br /> REQUREMENT.IOR TO FABRICAl10N OR WNSTRUCTION. CHANCES SHOWN ON SHOP DRAWINGS ONLY VALL NOT SAlISFV Ri15 � I � I
<br /> D PROVIDE Tw0 2xt0 HEnDERS OVER nND DOUBLE STUDS EnCN SIDE OF ALL OPENINGS IN STU� BEARING WALLS NOT DETAILED
<br /> B DRAVANGS INOICAiE GENERAL AND TIPICAL DETAILS OF CONSTRUCTION. WHERE CONDIPONS ARE NOT SPECIFICALLY OiMERWISE. W �
<br /> IN�ICAIE� BUT ARE OF SIMILAR CHARACTER TO DETAllS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, � O
<br /> SUBJECT TO REVIEW AND APPROVAL BV 1HE ARCHiTECT AND STRUCNRAL ENGINEER. WaQp w
<br /> E PROVIDE SOLID BLOCKWG FOR WOOD COWMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. \ �
<br /> 5. ALL STRUCNRAL SYSiEMS WHICN nRE TO BE CO�IPOSED OF COlAPONENTS TO BE FlEL� ERECiED SHALL BE SUPERNSED BV /
<br /> 21. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADEO AND MARNE� IN CONFORMANCE YATH W.QL.B. STANDARD
<br /> THE SUPPLIER OURING MANUFACNRING. DELIVERY, HANpLINC, STOftAGE AND ERECTION IN ACCORDANCE WITH INS1RUCilONS GRADING RULES FOR WEST COA4 WMBER N0. 16, LAiEST EpITIOR NRNISH TO THE FOLLOINNG MINIMUM STANDARDS: w �
<br /> PREPARED BY iHE SUPPLIER.
<br /> 10. SHOP �RNWINGS FOR SiRUCT1IRAL SIEEL, GWE� LAMINATE� MEMBERS. OPEN WEB WOOD iRU55E5, hN0 PLVWOOD WEB JOISTS F PRONDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. ^ Q
<br /> SHALL BE SUBMITiED TO THE ARCHITECT ANO SiRUCiURAL ENGINEER FOR REVIEW iW0 WEEKS PRIOR TO FABftICAiION OF JOi5T5 (2x IAEIABERS) HEM FiRS NO2 W LJ-
<br /> THESE IlEMS.
<br /> �
<br /> u SHOP �RAVANGS REVIEW: DIMENSIONS nN� OVANTinES nRE NOT REVIEWE� BY THE ENGINEER OF RECORD. AND 1HEREFORE BEAMS AN� STRINGERS DOUCLAS FIR N0.1 G. TOENAIL JOISTS TO Sl1PPORTS WITH 2-i6tl NAILS. ATTACH A�L BEnMS aT THE ROOG ExCEEOwG 8'-0" iN LENGTN TO SUPPORTS � �
<br /> MUST BE VERIFlED 9Y R1E CONiRACTOR. WNiRACTOR SHALL RENEW AN� STAMP DRAWINGS PRIOR TO REVIEW BY ENGiNEER W1TH ST22 SiRAP EACH END. ( ,
<br /> OF RECORD. SUBMISSIONS SHALL INCWDE A REPRODUCIBLE ANO ONE COPY; REPRODUCIBLE WLL BE MARKED nN0 REiURNED. POSiS ANO ➢MBERS DOUGLAS FIR N0.1 �l
<br /> SlUDS, PLATES nND M6C. LICHT FRnNINC DOUGLAS RR OR HEM FlR STAND. GRnDE. H /�
<br /> ATtACH iIMBER JOISTS TO FLUSN NEnDERS ANO BEnMS WITH � �
<br /> "U" SEPoES METAL JOIST HANGERS i0 SUIT THE JOIST 512E. � LL
<br /> SNOP �RAY�NGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE OR�ERS. THE PURPOSE OF SHOP DRnVANG
<br /> SUBMrtTALS BY TNE CONiRACTOR IS TO �EMONSiRATE TO iHE ENGiNEER THAT THE CONTRACTOR UN�ERSTANDS iHE OESIGN TOP AND BOTTOM PLAlES AT BEARING WALLS DOUGLAS FIR N0.1 OR HEM FIR CONS1RUCilON GRADE Q � -
<br /> CONCEPT, R1AT HE DEMONSTRAiES HIS UNDERSTANOING BY INOICATING WHICH MATERIAL HE INiENDS TO FURNISH AND INSTALL J UJ
<br /> nND nND BY DETAILiNG iHE FABRICATION AN� WSTnLLATiON METNODS NE MiEN�S TO USE. IF �EVIATIONS, DISCREPANQES, BOLTED SiU�S, LEDCERS AND PLATES HFy2 OR CONST. CRApE WALL FRAMING ALL STU� WALL SHOWN ANO NOT OTHER'MSE NOTED SHnLL BE 2x4 STU�S � 16" o.c AT WiERIOR WALLS nN�
<br /> OR CONFUCTS BETWEEN SHOP �ftAW1NG SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERE� EITHER PRIOR TO OR �' 2x6 SiUDS � 1fi" o.c AT E%TERIOR WALLS �
<br /> AFiER SHOP �RAWING SUBMITTALS ARE PROCESSED BY iHE ENGWEEF, THE �ESIGN ORAWNINGS ANO SPECIFICATONS SHALL
<br /> CONTROL AN� SHALL BE FOLLOWE�. 2x6 STUDS HFNZ OR HF STANDARD GRAGE z
<br /> �, NOTATONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AN� OTHER CONNECi1NG DEVICES REPER i0 W
<br /> zz CATALOG NUTABERS OF CONNECTORS MANUFACIDRE� BY SIMPSON CONNNECTORS, A GIBRALTAR COMPANV, LIVERIAORE.
<br /> GLUE-LAMINATE� MEMBERS SHALL BEAR AN AiTC I�ENTIFICATION MARK nND SHALL BE ACCOMPANIED 8Y AN AITC CERTIFiCAlION OF CALIFORNiA. EOUIVALENT DENCES BY OiHER MANUfACTURES MAV BE SUBSIINTED. PRONDED 1HEY HAOE iCBO APPROVAL O
<br /> SHGP ORAWINGS OF DESIGN BUILD COMPONENTS INCWOING STAIRS, AND E%TERIOR CLADDING SHALL INCLU�E THE �ESIGNING WNFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, F6= 2400 P51, Fv= 240 P51. ALL CONTINllOUS FOR EOUAL LOAD CAPACIilES. O
<br /> :�RCFESS�ONAL ENGWEER'S STAMP, STAtE OF WASHINGTON, ANO SHALL BE APPROVE� BV R1E COMPONENi DESIGNER PRIOR g CANPLEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fp= 2400 P51, Fv= 240 P51.
<br /> TO CURSORY REVIEW BY iHE ENGMEER OF RECORD FOR LOADS IMPOSED ON THE BASIC SiRUCTURE. THE COMPONENT �
<br /> JESIGNER IS RESPONSIBLE FOR COOE COMFORMANCE AN ALL NECESSARV CONNECTOINS N�T SPECIFlCALLY CALLED OUT ON
<br /> ARCHrtECiURAL OR SiRUCIDRAL DRAWINGS. SHOP DRAWINGS SHALL INOICAiE MAGNIN�E ANO DIRECPON OF ALL LOADS � .
<br /> iMPOSE� ON BASIC SiRUCIDRE DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. z3. LAMMATED VENEER LUMBER SHALL BE FABRICAIED IN WNFORMANCE W1iH REPORT N0. NER-12fi. EACH MEMBER SHnLL BEnR .
<br /> K INDIVIDUPL IAEMBERS OF BUILT-UP POSTS AN� BEAMS SHALL EACH BE PiTPCHED �NiH i6tl NAILS @ 6" o c STAGGEREO.
<br /> AN IDENTIFlCATION MARK. ALL BEAMS SHALL BE WESTERN SPEQES, GRAOE 1BE, FE= 2600 P51, Po= 285 PSI.
<br /> GEOTECHNICAL 23a ICC IES ESR51J6ZDEACHBMEMB RBSHA�LaLABEAR ANSIDENTFICATONIMARR ALL�BEAMSASHALLn E WESEERNASPEQES, � ALL W000 STUDS WALLS SHALL HAVE LOWER WOOD PLAIE NTTACHED TO W00� FRAMING BELOW W1iH 16E NAILS � 6" o.c. �`POl"MJ TqhF.��
<br /> CRAOE L55E, FE= 2325 PSI, Fv= 310 PSL STAGGERED UNLE55 SHOWN OTIERVNSE 4
<br /> ��� FOUNDATION NOTES'. SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION. COMPACTION, AND RLLMG REOUIREMENiS,
<br /> SHALL CONFORM STRICTLV N1TH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE 501�5 ENGWEER. � �
<br /> roOTirvGS SHALL BEAR ON SOLID UN�ISTURBED EnRTH (CONTROLLED, COMPACiE� SiRUCNRAL FlLL OR BOiH) AT LEAST 18' M ALL WOOD FRAAIMG DETAILS NOT SHOWN ORIERWISE SHALL BE CONSiRUCTED i0 MINIMUTA STANDARDS OF iHE INTERNAl10NAL z��� y`
<br /> BELOw LOWEST ADJACENT FlNISHE� GRA�E FOOTING OEPTHS/ELEVA110N5 SNOWN ON PLANS (OR IN OETAILS) ARE MINIMUM 2y, pqRALLEL STRAN� WMBER SHALL BE FABRICATED IN CONFORMANCE 'MTH REPORT N0. NER-292 EACH MEM6ER SHALL BEAR BUILDINC CO�E AN� AS NOiE� IN THE NOiE 30-A ABOVE. �' ��QF��S�pF-���4�
<br /> AND FOR GUIDANCE ONLV; RiE ACTUAL ELEVATIONS OF FOOiINGS MUST BE ESTABLISHED BY THE C�NTRACTOR IN THE FIELD AN I�ENiIFlCAl10N MARK. ALL BENMS SHALL BE DOUGLPS FIR, GRADE 2.OE, FE= 2900 P51, Fw- 290 PSI SS/pNq� ENG
<br /> WORKiNG WITH THE TESTING LAB AND SOILS ENGINEER. BACKFlLL BEHIND ALL RETAINING WALLS WIiH FREE �RAINING
<br /> GRANULAR GILL ANO PROVIDE FOR SUBSl1RFACE DRAINAGE.
<br /> N, PLYWOOD ROOF SHEAiHING AN� FLOOR SHENTHING UNLE55 OTHERWISE NOTED ON PLnNS SHALL BE LAID UP WiTH FACE GRAIN s Fen P �
<br /> PERPENDICULAR TO SUPPORTS AND NAILEO WITH Bd NAILS O 6"" oc. TO FRAME� PANEL EDGES AND OVER STUD WALLS SHOYM
<br /> 25, PREFABRICAiED OPEN WEB W000 iRUS5E5 (OR COMBINATION WOOD AND METAL) SHALL BE �ESIGNED BY THE MAUFACNRER ON PLANS AND � 1Y' o.a (10"o.c AT FLOORS TO IMERMEDIATE SUPPORTS. PROVIDE APPROVE� EDGE CLIPS � 16"o.c. AT
<br /> FOR iHE SPANS AND CONDIilONS SHOWN ON T�E PLANS AND SHALL BE FURNISHED AND INSTALLE� IN CONFORMANCE 'MTH THE �NB�OCKE� RWF SHEAiHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL 6LOCKING TO
<br /> MANUfACNRER'S PUBLISHE� SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCNING. PRE-NOiCHE� PLAiES ETC., SUPPORTS WiIH 16d NAILS � tY a.0 UNLE55 OiHEft'MSE NO1ED IN THE SHEARWALL SCHE�ULE.
<br /> SHALL BE THE DETAILE� AN� FURNISHE� BY R1E MANUFACNRER.
<br /> CONCRETE
<br /> W �
<br /> CONCRETE SHALL ATTAIN A 28 OAY SiRENG1H OF f'r- 2500 P51 AN� MIX SHALL CONTAIN NOT LE55 iHAN 5 1/2 SACKS 0� SUBA�IT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE 'MTH STRE55 DIAGRAMSJ TO THE ARCHITECT AND THE 0. PROVIOE 2- 2x10 HEADERS OVER AND OOUBLE SNDS EACH SIDE OF ALL OPENWGS IN STUD WALLS NOT OETAILE� OTHERtWSE � �
<br /> CEMENi PER CUBIC YARD AND NO MORE R1AN 6 GALLONS OF WATER PER SAGK OF CEMENT. STRUCTl1RAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICAiION. ATTACH W1TH AC OR PC POST CAPS OR EOUAL I
<br /> ALL CONCREIE EXPOSEO TO WEATHER SHALL BE AIR-ENTRAME� YAiH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. iHE DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGMEER, STATE OF WASHINGTON. w W w �
<br /> nMOUNT SHALL BE 4� + S BV VOWME. f'c = 3000 PSi. � � H � .
<br /> P. PLYWOO� WALL SHEA1HiNG SHALL HAVE SOLID BLOCKING AT ALL EDGES.
<br /> �q, REINPORCINC S1EEL SHNLL CONFORM TO ASTM Afi15, QNCLU�ING SUPPLEMENT 51) GRADE 40, (y= 40,000 PSL E%CEPTION: COWMN PERMANENT AND TEMPORARY BRIpGING AND BRAQNG SHALL BE INSTALLED IN CONFORMANCE WIh1 MANIIFACTURER'S � a � I
<br /> SPEQFICAilONS a N
<br /> ❑E5, BEAM STIRRUPS, BARS TO BE FEILD BENT. BARS TO BE WELDED AND NNY OTHER BARS SPEQFlCALLY 50 NOTED ON THE �' O
<br /> DRAWINGS SHALL BE GRADE 40 fy= 40,000 PSI RBNFORCING COMPLYING YATH ASTA1 AJ06 (9) MAY BE WEL�E� ONLV IF MAiERIAL p ALL WOOD SIDD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW INTH tfid NAILS AT 6" o.c. _ �
<br /> PROPERTV REPORTS INDICAiING CONFORMANCE WITH WELDING PROCEDURES SPEQFlE� IN A.W.S. �1.4 AFE SUBMITTED. NO STAGGEREO OR BOITED TO CONCRETE R11H 5/B" �IAMETER ANCHOR BOL15 � 4'-0" o.c UNLE55 SHOWN OTHERWISE. w
<br /> REirvFORCMG SHALL BE WETSET UNLESS SPEQFICALLY 50 OETAILED. 26, PLYW000 SHEATHING SHALL BE GRA�E C-0 EXIERIOR GWE OR STRUCTURAL II, EXTERIOR GLUE
<br /> ORIENTED STRAND BOARO OF EOUIVALENt T1ICKNE55, EXPOSUftE 1 RATING AND PANEL iNDEX IAAY BE �
<br /> USED IN LiEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENPFICnPON iNDE% AND NAiLING REOUIREMENTS.
<br /> SIRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLVWOOD ASSOCIATION
<br /> WELOED WIRE �AESH SHALL CONFORM TO ASiM A-185.
<br /> R. PLVWOOD NAILINC (115E UNLE55 GREATER NAILING IS OETAILED OR SPECIFIE�)
<br /> Btl � 6" o.a AT SHEET EDGES
<br /> t5. REINFORQNG STEEL SNALL BE DETAILED QNCLUDING HOOKS AND BENDS ) IN ACCORDANCE YATH ACI 318-14. LAP z�. ALL WOOD P�ATES AND BLOCKING IN DIRECT CONTACT WI1H CONCREiE OR MASONARY SHALL BE PRESSURE-iREAiED PATH AN BG � 17' o.c. AT INTERMEDIAIE BEARING POINTS rac rvoMe[R �
<br /> ALL CONTINUOUS REINFORCEMENT 56 BAR DIAMEiERS 7-6" MIN.). PROVIDE CORNER BARS AT ALL WALL INlERSECilONS. A�W P�A� APPROVED PRESERVATIVE. PROVIOE 2 LAVERS OF ASPHALT IMPREGNATED BUILDING PAPER BEiWEEN UNiREAiED LEOCERS,
<br /> LAP CORNER BARS 30 BAft DIAMEiERS (2'-6" MIN.). (LAP ADJACENT MATS OF WELDED 'MRE FABRIC TWO SOUARES (IAIN. OF BLOCKING. ETC., ANp CONCRETE OR MASONRV.
<br /> 17') 4i SIOES ANO ENDS. S. 1. PROVI�E ABU POST BASE m ISOLAiE� POSiS TO CONCRETE WNNECiION orsnwry er
<br /> 2. PROVIDE (2)A35 CLIPS � TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS RBE
<br /> 3. PROVI�E AC OR ACE POSi CAP � ISOLATED POSTS TO BEAM CONNECTIONS
<br /> NO BARS PARTIALLV EMBEDDED IN HARDENED CONCRETE SNALL BE FlELD BENT UN�E55 SPECIFICALLV 50 DETARED OR 4. PROVIOE MIN. (2)n35 CLiPS � POST TO BEAM CONNECTION (U.N.O.)
<br /> APPFOVED BY iHE STRUCIDRAL ENGINEER. 5. PRONDE (2)C516 x 30' AT ALL CUT DOUBLE TOP PLATES, TYPICAL.
<br /> 1. PROVI�E (2)C516 e 36' AT ALL CUT pOUBLE TOP PLAiE, TYP_
<br /> snetl
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