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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 /> SHEATH AND FULL HEIGHT (7010 Colby Ave SW) <br /> TRUSS BLK <br /> NAIL PER SW-A6 Owner: <br /> PER MFG <br /> :. <br /> [Paul Korenovsky] <br /> OPTION MFG TRUSS <br /> BOUNDARY NAILS,TYP BOUNDARY NAILS,TYP <br /> TYP Project Location: <br /> 7010 Colby Ave SW, <br /> I <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 /> V/\--- F <br /> 2x4 FLAT FRMG #A35 PER TRUSS TRUSS <br /> AROUND PERIMETER SHEARWALL SHEARWALL SCHED M <br /> OF OPENING Cn (VO <br /> DIAPHRAGM <br /> Z V <br /> FTB FULL HEIGHT TRUSS BLOCK TRUSS MFG TO TRUSS MFG TO DIAPHRAGM OH00 <br /> IMPLEMENT WEBS FOR IMPLEMENT WEBS FOR <br /> N.T.S. LEDGER ATTACHMENT LEDGER ATTACHMENT <br /> O .-. <br /> ro tj N <br /> MLLJ <br /> a <br /> 2x4 LEDGER w/ Z E <br /> BOUNDARY NAILS SHEATHING PER <br /> PER NOTES NOTES <br /> 0.148"x3"NAILS 2x4 BLOCK w/ <br /> 0.148"x3"NAILS H v <br /> @ 8"oC STAGGER k-.) H <br /> @ 8"oc STAGGER <br /> c <br /> ) V)Lon <br /> Ln <br /> 3N 2x FLAT BLK w/ Z Z Ln <br /> BOUNDARY FTL� TRUSS LEDGER <br /> BOUNDARY NAILS O w <br /> N.T.S. TL <br /> TRUSS E <br /> O <br /> U <br /> 2x4 BRACE @ 48"oc w/ <br /> #A35 AT BTM C <br /> NAILS @ EDGE <br /> SPACING CONT,TYP <br /> GEB 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 A%"GAP WHEN <br /> STRUCT NOTES 16d PER = TRUSS IS LOCATED = N S Ft <br /> SW SCHED DIRECTLY ;uASH�!r <br /> WALL-TO-FLR ¢ ABOVE SHEARWALL) <br /> FLR RIM/BLKG CONN y� A z <br /> (OR ROOF GABLE) <br /> 16d PER 4vn ; <br /> O� GISTe <br /> EDGE NAILS SHEARWALL,TYP WALLSW CTO-DFLR d�9s �SS-roNALEll <br /> PROVIDE CONN <br /> BLKG @ 48"0C <br /> w/JOIST-WALL <br /> PARALLEL FISR INTERIOR SHEARWALL TO ROOF <br /> This space reserved for <br /> EXTERIOR SHEARWALLS governing jurisdiction stamps <br /> LJ N.T.S. ISRA <br /> FSWF SHEARWALL FLOOR CONNECTIONS <br /> L�j N.T.S. SWFA <br /> ROOF DIAPHRAGM #LS50 @ SHEARWALLS #LS50 @ SHEARWALLS <br /> PER STRUCT NOTES PER SCHED PER SCHED <br /> WALL <br /> WALL BASE EDGE NAILS <br /> PLATE CONN ���SS� <br /> PER SW SCHED DIAPHRAGM PER CITY OF EV E R ETT <br /> STRUCT NOTES REVIE'. _D FOR PERMIT <br /> RIM/BLKG ANCH PER SOLID #H2.5A MIN #H1 @ #H2.5A @ #H1 @ <br /> SW SCHED SHEARWALLS SHEARWALLS <br /> BLKG @ ALL ROOF ALL ROOF <br /> EDGE NAILS 2x SILL U.N.0, WALL MEMBERS MEMBERS ORIGIN DATE: 3 f 17/2023 <br /> PER SW SCHED U.N.O.@ <br /> FDN \ SHEARWALLS <br /> REVISED: ---- <br /> a b cLn <br /> SHEARWALLS TO FLOOR TO FOUNDATION SHEARWALL w/TRUSS OR RAFTER BEARING o <br /> 0 <br /> N <br /> N <br /> �I <br /> FS7WB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS SWR SHEARWALL ROOF CONNECTIONS fu <br /> fu <br /> Ln <br /> N.T.S. SWBA N.T.S. SWRA ^' <br /> 0 <br /> 0 <br /> M <br /> N <br />