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0.148 x 2Sp FIELD NAILS @4"a *CS16 w/(12)0.14E x 2S4" <br /> CSN TYP ALONG LENGTH OF STRAP NAILS 0 EA END <br /> PWMBINGNENTING FULL HEIGHT BLOCKING WHERE <br /> AS REQ'D REQUIRED PER DETAIL SK <br /> COLLECTOR LENGTH PER PLAN <br /> COIL STRAP OPTION <br /> NAILS @ EDGE <br /> SPACING CONT,TYP <br /> Lid @4"a NAILING DTC SSS Number: <br /> To BLKG,TYP s2403006 <br /> -7: <br /> SHEATHING,TYP SIB tHTT4 wl(18)10d,lYP <br /> CSH 12"MIN 48'MIN Project Name: <br /> SHEARWALL TYP EAENDOFCOLLEL70R <br /> a`O-WALL THE ABOVE Pratt Plan <br /> ROOFTO-WALLCONN tC516T0 COLLECTOR <br /> CONT 2x STRUT *A35 SPACING / &BLOCKING U.N.O. <br /> (LEAVE A�GAP WHEN •:•:•: <br /> 16d PER TRUSS IS LOCATED <br /> SW SOLED DIRECTLY s Owner: <br /> WALL-TO-FUR ABOVESHEARWAw RooTM� KLP,Inc <br /> CONK <br /> DIAPHRAGM <br /> ALTERNATIVE BLOCKING WHERE PLUMBING/VENRNG FULL HEIGHT BLOCKING WHERE COLLECTOR T <br /> G <br /> 16d PER ALLOWED PER DETAIL STC AS READ REQUIRED PER DETAIL STC (OR RIM) U.N.D. <br /> SIN SCHED Project Location: <br /> SHEAAWALL,TYP WALL-TOFUR COLECTORLFNGiH PER PLAN <br /> COIN 1602 06th PI SE, <br /> SIDEWAYS HOLDOWN OPTION Everett,WA <br /> ISR INTERIOR SHEARWALL TO ROOF BHC BLOCKING HOLDOWN COLLECTOR rCSB COLLECTOR SPLICE TO BLOCKING Design Professional: <br /> N.T.S. ISRA N.T.S. N.T.S. 3oseph Tracy <br /> WALL BASE PLATE WALL BASE PLATE <br /> COIN PER COIN PER <br /> BOUNDARY NAIL ALONG SHEARWALLSCHFD BOUNDARY NAIL SHEARWALL SOLED <br /> LENGTH OF ELK LENGTH OF BLK r,-1 <br /> 3„ PERPENDICULAR Z N NO <br /> DIAPHRAGM PER DIAPHRAGM PER FRAMING BEAM O <br /> STRICT NOTES SFRUCTNOTES (4x MITRMUM) _ � W <br /> J <br /> 0 L% <br /> N <br /> TOP FLUSH TOENAIL(4)0.152V*SDWC J m <br /> LSL TIGHT FIT FILL HEIGHT BLOCK 2:5 TIGHT FIT FIAT BLOCK AT TOP CHORD WIND BEAM TRUSS SCREWS INTO WIND BEAM. <br /> BTWM TRUSSES K-QUIRED AT STRAPS AND 24TIGHT FIT FLAT BLOORAT BOTTOM CHORD (2)EACH SIDE @2'cc MIN = _ <br /> SIDEWAYS HOLDOWN BRACKETS) <br /> ALTERNATIVE BLOCKING: PLAN VIEW = ~ CT <br /> TYPICAL LSL BLOCKING ONLY PERMITTED WHERE NO STRAPS OR pC C <br /> SIDEWAYS HOLDOWNS ARE REQUIRED I— to G) <br /> STC ul <br /> SHEARWALL TO COLLECTOR FWB FRAMING TO WIND BEAM cm = 3 <br /> DIAPHRAGM NAILING,TYP = 3 <br /> N.T.S. STCA N.T.S. cp w 3 <br /> 0 <br /> UPPER DIAPHRAGM END OF SHEARWALL ABOVE U <br /> CT <br /> WALL ABOVE C <br /> FULL HEIGHT TRUSS -- aa16 STRAP(s) FWB N <br /> OP FLUSH N <br /> END 4x RIPPED BEAM WI <br /> NAILS BOUNDARY LENGTH DIAPHRAGM PER DIAPHRAGM FLOOR WIND BEAM DIAPHRAGM <br /> + STRUCT NOTES BOUNDARY NAILS O <br /> (2)0.1411 LOWER DIAPHRAGM 2ND FL_0�0_R <br /> NAIS @ E401 <br /> DIAGONAL R �"x 16" Nin <br /> LSL BL'(G n TOP PLATE AT <br /> SST.OF, <br /> NGTH <br /> LowERTRuss tipN UIyDf, <br /> n TYPICALTOP PLATE <br /> xCSI65TRAP(s) V flEVATION 4F YIA�C'PB� <br /> 0.148x3'NAILS @ 6x4 VERTICAL MEMBER <br /> l2°a BTM CHORD BUILT INTO TRUSS FLOC TOENAIL ADDED 4x TO DROPPED rn <br /> TO HfM CHORD HANGER EA SIDE DESIGNED FOR t2WOLB TRUSSES,TP CONNECT LSL BLOCIN\G- BEAM w/(2)0.148 x 3'NABS@ 6"cc <br /> VERTICAL INTEGRATED <br /> VE LEVEL SEISMICTRUSS w/UP-SIDETED DROPPED 4x UNDER WIND BEAM 55308 �4� <br /> VERTICAL POINT <br /> LOAD) 9xv <br /> tHIKQ @ EA DO <br /> END 'nor hdPALT.'G\� •yA <br /> tee, `r3' e\tio <br /> TL TRUSS LEDGER CSH /ONALE�COILED STRAP HOLDOWN DWB DROPPED BEAM TO WIND BEAM '\ <br /> N.T.S. TL Li N.T.S. N.T.S. <br /> This space reserved for <br /> governing junsdiction stamps <br /> INTEND STRAP ACROSS <br /> RILL WIDTH OF ADJACENT <br /> SHEARWALLTYP <br /> CANTILEVER FLOOR BASE PLATE NAILING <br /> FLOORTRUSS DIAPHRAGM 2X4 FIAT BIKG <br /> BRVTRUSSES <br /> DIAPHRAGM BEAM OR BOOR TRUSS NO GAP BETWEEN RIM JOIST AND BEAM <br /> EDGE NAILING sHTS20 MIN wl xHTS20 MIN wl <br /> MIN(7)Lid x 1)Q' MIN(7)10d x WINDOW <br /> TO EA MEMBER TO FA MEMBER 1- A A OPENING <br /> 2x MEMBERS OR U.N.O. U.N.O. F <br /> BLKG @ TRUSS <br /> EDGES PER <br /> TRUSS MFG. <br /> TOP S ORIGIN DATE: 11/17/2022 <br /> PLATE D P I REVISED:Di 3/6/2024 <br /> TRUSS 1 COLLECTOR COLLIE,. R RIM P N' <br /> DROPPED BEAM <br /> TOP PLATE <br /> i <br /> CFT CANTILEVERED FLOOR TRUSSES CTP COLLECTOR TO TOP PLATE FTO FORCE TRANSFER AROUND OPENINGS ELEVATION VIEW <br /> N.T.S. N.T.S. CTPC U N.T.S. FTOCS2 , 11 <br />