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EDGE NAIL PER ROOF SHEATHING w/ SSS Number: <br /> SW SCHED, BOUNDARY NAILS <br /> TYP PER NOTESwo 52301025 <br /> .. Project Name: <br /> :. <br /> Colby Short Plat <br /> FULL HEIGHT 7010 ColbyAve SW <br /> SHEATH AND TRUSS BLK <br /> NAIL PER SW-A6 Owner: <br /> PER MFG <br /> [Paul Korenovsky] <br /> OPTION MFG TRUSS <br /> TYP BOUNDARY NAILS,TYP BOUNDARY NAILS,TYP Project Location: <br /> 7010 Colby Ave SW, <br /> Everett, WA <br /> Design Professional: <br /> TRUSS DESIGN DIAPHRAGM TRUSS DESIGN DIAPHRAGM Three Nail Designs <br /> DESIGNED TO RESIST DESIGNED TO RESIST <br /> DRAG FORCE DRAG FORCE <br /> 2x4 FLATFRMG #A35 PER TRUSS TRUSS <br /> AROUND <br /> SHEARWALL SHEARWALL SCHED <br /> M <br /> OF OPENING <br /> O <br /> DIAPHRAGM ZO N '1 <br /> FTB FULL HEIGHT TRUSS BLOCK TRUSS MFG TO TRUSS MFG TO DIAPHRAGM <br /> IMPLEMENT WEBS FOR IMPLEMENT WEBS FOR = a= <br /> N.T.S. LEDGER ATTACHMENT LEDGER ATTACHMENT J <br /> O w <br /> N LonLn Goy Bj c K� N <br /> BOUNDARY NAILS SHEATHING PER 2x4 LEDGER w/ z E <br /> PER NOTES NOTES 0,148"0"NAILS 2x4 BLOCK w/ H O <br /> @ 8"oc STAGGER 0.148 x3 NAILS H U <br /> @ 8"oc STAGGER <br /> end <br /> _302.-M __ *.�x / x <br /> 2x FLAT BLK w/ <br /> III ROW OF TL TRUSS LEDGER <br /> BOUNDARY NAILS � w <br /> MAX q,5 �_J N.T.S. TL <br /> TRUSS 0 <br /> O <br /> U <br /> 2x4 BRACE @ 48"oc w/ ICA <br /> 1 <br /> #A35 AT BTM <br /> NAILS @ EDGE <br /> Ln <br /> SPACING CONT,TYP Lnn <br /> FGEB GABLE-END TRUSS BRACE <br /> X <br /> N.T.S. GEBA SHEATHING,TYP � <br /> #DTC @ Y3 THE <br /> ROOF-TO-WALL CONN <br /> CONT 2x STRUT #A35 SPACING <br /> DIAPHRAGM PER (LEAVE AY4"GAP WHEN <br /> 16d PER TRUSS IS LOCATED S F <br /> STRUCT NOTES SW SCHED DIRECTLY 'NAS <br /> ti ?/ <br /> WALL-TO-FLR Q ABOVE SHEARWALL) ¢ <br /> FLR RIM/BLKG CONN j p' o <br /> (OR ROOF GABLE) z <br /> 16d PER 4Z771 <br /> SW SCHED �p�� <br /> G IsTe <br /> EDGE NAILS SHEARWALL,TYP WALL-TO-FLR dF9`rl SSIONAL ��to <br /> PROVIDE n nj� <br /> BLKG @ 48"0c <br /> w/JOIST-WALL <br /> PARALLEL ISR I INTERIOR SHEARWALL TO ROOF This space reserved for <br /> governing jurisdiction stamps <br /> EXTERIOR SHEARWALLS L_J N.T.S. ISRA <br /> FSWF SHEARWALL FLOOR CONNECTIONS <br /> N.T.S. SWFA <br /> ROOF DIAPHRAGM #LS50 @ SHEARWALLS #LS50 @ SHEARWALLS <br /> PER STRUCT NOTES PER SCHED PER SCHED T <br /> WALL BASE WALL EDGE NAILS*#H2.5A <br /> em�, i.,6 t EVERE I T <br /> PLATE CONN <br /> PER SW SCHED DIAPHRAGM PER REVIE� _J FOR PERMIT <br /> STRUCT NOTES <br /> RIM/BLKG ANCH PER H1 @ #H1 @ <br /> SW SCHED SOLID MIN SHEARWALLS ALL RO FSHEARWALLSBLKG@ ROOF ALL ROOF <br /> EDGE NAILS 2x SILL U.N,O. WALL MEMBERS MEMBERS ORIGIN DATE: 3/17/2023 <br /> PER SW SCHED U.N.O.@ <br /> FDN SHEARWALLS \ REVISED: ---- <br /> a b c <br /> SHEARWALLS TO FLOOR TO FOUNDATION SHEARWALL w/TRUSS OR RAFTER BEARING o <br /> - M <br /> N <br /> cn <br /> FSWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS SWR SHEARWALL ROOF CONNECTIONS <br /> Q <br /> S21Ln <br /> N.T.S. SWBA N.T.S. SWRA rLr) <br /> ' <br /> 0 <br /> 0 <br /> M <br /> N <br />