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EDGE NAIL PER ROOF SHEATHING w/ SSS Number: <br /> SW SCHED, BOUNDARY NAILS <br /> TYP PER NOTES 52301025 <br /> .. Project Name: <br /> Colby Short Plat <br /> • FULL HEIGHT <br /> SHEATH AND TRUSS BLK (7010 Colby Ave SW) <br /> NAIL PER SW-A6 PER MFG Owner: <br /> [Paul Korenovsky] <br /> OPTION MFG TRUSS <br /> BOUNDARY NAILS,TYP BOUNDARY NAILS,TYP <br /> 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 FLAT FRMG #A35 PER TRUSS TRUSS <br /> AROUND PERIMETER IL <br /> SHEARWALL SHEARWALL SCHED M <br /> OF OPENING r"i <br /> FTB TRUSS MFG TO FULL HEIGHT TRUSS BLOCK DIAPHRAGM Z.--.� oo <br /> TRUSS MFG TO DIAPHRAGM 1 <br /> IMPLEMENT WEBS FOR IMPLEMENT WEBS FOR = <br /> LEDGER ATTACHMENT LEDGER ATTACHMENT J <br /> N.T.S. � <br /> LLJ <br /> 2x4 LEDGER w/ Z <br /> BOUNDARY NAILS SHEATHING PER 2x4 BLOCK w/ <br /> PER NOTES NOTES 0.148"x3"NAILS H OU <br /> 0.148 x3' NAILS V <br /> @ 8"ac STAGGER S �+ <br /> _ @ 8"oc STAGGER Q) <br /> Ln <br /> o Z Z cn <br /> �� 2x FLAT BLK w/ <br /> 1 DBL ROW OF TL TRUSS LEDGER <br /> —1 BOUNDARY NAILS `p W <br /> y S° N.T.S. TL <br /> TRUSS E <br /> O <br /> 2x4 BRACE @ 48'bc w/ CA <br /> UQ) <br /> #A35 AT BTM C <br /> NAILS @ EDGE Q) <br /> GEB GABLE-END TRUSS BRACE SPACING CONT,TYPLn <br /> N.T.S. GEBA SHEATHING,TYP <br /> #DTC @ Y3 THE <br /> ROOF-TO-WALL CONN <br /> CONT 2x STRUT #A35 SPACING <br /> (LEAVE AY4"GAP WHEN <br /> DIAPHRAGM PER 16d PER TRUSS IS LOCATED k S Ft <br /> allSTRUCT NOTES SW SCHED DIRECTLY O� oF vgsy�jC <br /> WALL-TO-FLR ¢ ABOVE SHEARWALL) <br /> FLR RIM/BLKG CONN �� �► c� <br /> (OR ROOF GABLE) y z <br /> 16d PER �' 4zni `ice <br /> SW SCHED O�Fs+SFG ISTe <br /> EDGE NAILS SHEARWALL,TYP WALL-TO-FLR �'9 I�NAL E <br /> PROVIDE CONN `rd <br /> BLKG @ 48"0c <br /> w/JOIST-WALL <br /> PARALLEL ISR INTERIOR SHEARWALL TO ROOF This space reserved for <br /> EXTERIOR SHEARWALLS N.T.S. governing jurisdiction stamps <br /> ISRA <br /> FSWF SHEARWALL FLOOR CONNECTIONS <br /> LJ N.T.S. SWFA <br /> ROOF DIAPHRAGM #LS50 @ SHEARWALLS #LS50 @ SHEARWALLS <br /> WALL PER STRUCT NOTES PER SCHED PER SCHED <br /> WALL BASE <br /> PLATE CONN EDGE NAILS S�p�� ^,�r� i�• •_ , ,^ <br /> PER AT SCHED DIAPHRAGM PER _ U f ( o 'a E R E TT <br /> STRUCT NOTES REVIEV,! )R PERMIT <br /> RIM/BLKG ANCH PER SOLID #H2,5A ROOF MIN #H1 @ #H2.5A @ #H1 <br /> BLKG @ALL ALL ROOF @ <br /> SW SCHED SHEARWALLS SHEARWALLS <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 /> Ln <br /> SHEARWALLS TO FLOOR TO FOUNDATION SHEARWALL w/ TRUSS OR RAFTER BEARING <br /> a b c <br /> M <br /> N <br /> CI <br /> FWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS FSWR SHEARWALL ROOF CONNECTIONS <br /> N.T.S. SWBA N.T.S. SWRAS21 <br /> 0 <br /> 0 <br /> M <br /> N <br />