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2 <br /> SHEARWALL <br /> sCS15 w/0.148 x 2y NAILS, ABOVE SCS16 W/0.148x 2�NABS, <br /> LENGTH PER PLAN LENGTH PER PLAN <br /> 12'NBN��48"MIN� 555 Number: <br /> CSH YP s2403007 <br /> 3CS16 TO C011ECTOR <br /> 8 BLOCKING U.N.O Project Name: <br /> FULL HEIGHT LSL BLKG 60'Pratt Duplex <br /> OVER SHEARWALL <br /> DIAPHRAGM Owner: <br /> COLLECTOR 2X F1AT B1KG KLP,Inc <br /> tA35 PER SW SCHEDULE PLUMBINGNENTU, FULL HEIGHT BLOCIQNG WHERE (OR RIM) U.N.O. <br /> SHEARWALL BELOW AS REQD REQUIRED PER DETAIL STC <br /> COLLECTOR LENGTH PER PLAN Project Location: <br /> 1606 106th PI SE, <br /> CSB2 COLLECTOR SPLICE TO BLOCKING BHC BLOCKING HOLDOWN COLLECTOR CSB COLLECTOR SPLICE TO BLOCKING Everett,WA <br /> U N.T.S. Li N.T.S. N.T.S. <br /> Design Professional: <br /> [Joseph Tracy] <br /> NAILS 0 EDGE <br /> SPACING CDNT,TYP <br /> BOUNDARY NAIL ALONG WALL BASE PLATE WALL BASE PLATE <br /> LENGTH of BLN CONN PER CONN PER SHEATHING,TYP <br /> 0.148x3"NAILS®6'a SHEARWALLSGKED BOUNDARY NAIL ALONG SHEARWALLSCHED DTC�SfTHE <br /> tCS16 PER LENGTH OF BLK tCS16 PER .4,11WAILCGIN t+T <br /> DETAIL BHC DETAIL BNC CONT ZIt STRUT CATS SPACING N N <br /> (LEAVEAy'GAP WHEN O '^ <br /> 16d PER TRUSS IS LOCATED I--100 <br /> SW SCHED DIRECTLY I--- z I, <br /> DIAPHRAGM PER DIAPHRAGM PER WALL-TOFLR ABOVE SHEARWALL) T, <br /> STRUCT NOTES SIRBCTNOTES CONN O <br /> N <br /> J � <br /> 2x8TIGHT FIT FIAT BLOCK AT TOP CHORD 16d PER _ <br /> 1Y,LSL TIGHT FIT FULL HEIGHT BLOCK SHEARWALL,TYP NS IR OHED v <br /> BRVN TRUSSES(REQUIRED ATSTFAPS) CONN V <br /> ALTERNATIVE BLOCKING: _ 6) <br /> ttPIGLISI BLOCKING ONLY PERMITTED WHERE NO STRAPS ARE REQUIRED F v <br /> Un <br /> Un <br /> BAt1DONFRAMEDANCSS STC SHEARWALL TO COLLECTOR ISR I INTERIOR SHEARWALL TO ROOF cm <br /> DIAPHRAGM NAILING,TYP t�N EVERY AIL HOLE ER N.T.S. STCA N.T.S. ISRA o 3 <br /> iC516 14"ABN UPPER DIAPHRAGM ENDOFSHEARWALLABOVE v <br /> (11)IDd—1 TOP PLATE SHEARWALL SHEARWALL <br /> NAZIS FULL HEIGHT TRUSS —�— z15165TAAP(s) 2:SOLID BLKG D<SOID BLKG Un <br /> DIAPHRAGM BOUNDARY END p�R EWE NAILS PER SW SCHED EDGE NAZIS PER SW SCHED <br /> LENGTH DIAPHRAGM PER <br /> on <br /> NAILS <br /> STRUCT NOTES DIAPHRAGM ROOFSHEATHING V"Z� ROOF SHEATHING O <br /> b6 FLAT (2)0.148.0- LOWER DIAPHRAGM <br /> SHEARWALL BLOCK NA[LS 0 EACH <br /> DIAGONAL LAB.x16 � ROq .— <br /> IXG <br /> �NrGTH <br /> LOWER1RU55 ROOF FRMG 2XLEDGERw/ PLAN UNpF <br /> eCS16 STRAP(s) BASE PLATE WLING PER SW STIED p4 ASS,9� <br /> 0.148x3'NAILS O 6x4 VERTICAL MEMBER - 2x6 MIN LEDGER(OR ROOF TRUSS) NOTE:THIS CONNECTION IS <br /> CTS COLLECTOR TO SHEARWALL 12'«BIN CHORD BU TINTOTRuss FLOOR w/BASE PLATE NAILING PER SIN SCHED h <br /> TO BIN CHORD HANGER EA SIDE BUILTDESIGNED FOR ES000LB TRUSSES,TVR CONNECT LSL BLOCKING TO FOR SHEAR TRANSFER ONLY <br /> N.T.S. (ASD LEVEL SEISMIC VERTICAL INTEGRATED INTO <br /> VERTICAL POINT LOAD) TRUSS w/UPSIDE-DOWN 55308 Rw <br /> SHUCQ @ FA END ROOF FRAMING PARALLEL TO WALL ROOF FRAMING PERPENDIOULAR TO WALL rs FSS/ONAL <br /> AI ENG�p\,ypti°' <br /> 4,6 MIN pgRTY WALL TL TRUSS LEDGER CSH COILED STRAP HOLDOWN LRW LOW ROOF TO WALL SHEAR TRANSFER <br /> ADJACENT TO a4 MERE <br /> PARTY WALLS N.T.S. TL N.T.S. U N.T.S. LRWA <br /> This space reserved for <br /> governing jurisdiction stamps <br /> PARTYWALL <br /> WAIL <br /> CANTILEVER FLOOR BASE PLATE N4NNG <br /> SHEATHING PER FLOOR TRUSS DIAPHRAGM 2x4 RAT BLKG BEAM OR FLOOR TRUSS NO GAP BETWEEN RIM JOIST AND BEAM <br /> SCHED BTW TRUSSES DIAPHRAGM <br /> EDGE NAILING 4Hf520 MIN w/ tHi520 MIN w/ <br /> MIN M 10d x Iff MIN(7 10d x Ijf" <br /> TO EA MEMBER TO FA MEMBER <br /> SHEATHING PER <br /> 2x MEMBERS OR U.N.O. U.N.O. <br /> SUED BLKG 0 TRUSS <br /> EDGES PER <br /> TRUSS MFG. <br /> WALLraPPATE ORIGIN DATE: 8/16/2022 R <br /> PLAN VIEW TRUSS COLLECTOR COLLEMRN REVISED:Q 4/4/2024 N, <br /> SHEATHING PER DROPPED BEAM '= <br /> SCHED a <br /> OPPLATE <br /> N� t2l <br /> DSW DBL SIDED SW AT ADJOINING WALLS CFT CANTILEVERED FLOOR TRUSSES rCTP <br /> l� COLLECTOR TO TOP PLATE R <br /> N.T.S. DSWB N.T.S. N.T.S. CTPC S2, 1 CHI <br /> S <br />