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SHEATHING PER PLAN <br />DIAPHRAGM <br />SHEATHING PER PLAN <br />PER PLAN <br />DIAPHRAGM BOUNDARY NAILING <br />DIAPHRAGM BOUNDARY <br />VALLEY OVERFRAMING <br />BOUNDARY <br />NAILING <br />PER TRUSS MFR. OR <br />NAILING <br />OVERFRAMING PER <br />[-7SHEATHING <br />2x4 FLAT ALIGNED W/ 2x4 <br />PLAN NOTES <br />PLAN NOTES <br />BRACE - PROVIDE ROOF <br />711 <br />VALLEY OVERFRAMING <br />DIAPHRAGM BOUNDARY <br />SHTG EDGE NAILING <br />(2) 12d NAILS <br />PER TRUSS MFR. OR <br />NAILING <br />EA. END <br />PLAN NOTES <br />2x4 OUTRIGGERS @ 24"oc <br />2x4 FLAT OUTRIGGERS <br />2x4 OUTRIGGERS @ 4'-0"oc <br />g <br />@ 24"oc <br />MAX <br />PANEL EDGE NAILING <br />SHEATHING PER PLAN <br />END TRUSS w/ STUDS @ 24"oc <br />FLUSH END TRUSS w/ <br />(22/z x6 -0" ACCESS HOLE) <br />NOTCHED FOR OUTRIGGERS <br />STUDS 24"oc NOTCHED <br />@ <br />3 12d TOENAILS <br />() <br />DESIGN FOR 15 sf WIND LOAD <br />P <br />FOR OUTRIGGERS DESIGN <br />FOR 15psf WIND LOAD <br />END TRUSS w/ STUDS @ <br />PANEL EDGE NAILING <br />24"oc NOTCHED FOR <br />TRUSSES PER PLAN <br />12d TOENAILS @ 6"oc <br />SHEATHING PER PLAN <br />OUTRIGGERS <br />/ DESIGN FOR 15 sf <br />p <br />2x4 BEVELED VENTED <br />12d TOENAILS @ 6"oc <br />TRUSSES PER PLAN <br />I\ <br />BLOCKING W/ 12d <br />(22Yz"x6'-0" ACCESS HOLE) <br />WIND LOAD <br />TOENAILS @ 6"oc <br />2x4 BRACING @ 8'-0"oc <br />_ <br />GIRDER TRUSS PER PLAN <br />HEADER PER PLAN <br />W/A34 EA. END <br />—\ <br />PANEL EDGE NAILING <br />12d TOENAILS @ 6"oc <br />HI CLIP EA TRUSS <br />(WHERE OCCURS) <br />TRUSSES PER PLAN <br />TRUSSES PER PLAN <br />CONTINUOUS TOP PLATE <br />HANGERS PER TRUSS MFR <br />HEADER PER PLAN <br />CONTINUOUS TOP PLATE <br />(SPLICE PER 13/S06) <br />HEADER PER PLAN <br />(WHERE OCCURS) <br />HANGERS PER <br />(SPLICE PER 13/S06) <br />2x STUD WALL PER PLAN <br />(WHERE OCCURS) <br />GIRDER TRUSSES PER PLAN <br />TRUSS MFR. <br />2x STUD WALL <br />2x STUD WALL PER PLAN <br />2x4 BLKG @ 48"oc <br />PER PLAN <br />SHEATHING PER 1/S06 <br />W/ (3)12d TOENAILS <br />@ SHEAR WALLS <br />@ EA. END <br />SHEATHING PER 1/S06 <br />@ SHEAR WALLS <br />SHEATHING PER 1/S06 <br />20 <br />TOP LATE <br />1 9 <br />1 8 <br />1 7 <br />@ SHEAR WALLS <br />16 <br />(SPLICE POURS <br />0 <br />(J <br />20°-30° <br />SHEATHING PER PLAN <br />DIAPHRAGM BOUNDARY <br />`/—%4" <br />NAILING <br />SHEATHING PER PLAN <br />DIAPHRAGM BOUNDARY <br />DIAPHRAGM BOUNDARY <br />NAILING <br />NAILING <br />TimberLOK TLOK6 <br />12d TOENAILS @ 6"oc <br />EA. TRUSS <br />ALT. to H1 <br />1" <br />N. <br />ADD'L STRUT TRUSS OVER <br />= <br />v <br />WALL W/ STUDS PER ARCH'L <br />DIAPHRAGM BOUNDARY <br />(DRAG LOAD = 160 PLF) <br />= <br />NAILING <br />TRUSS BLOCKING w/ 12d <br />BLOCKING: <br />TOENAILS @ 6"oc <br />1 " < d < 3" - 2x4 <br />/ T <br />A <br />PANEL EDGE NAILING <br />3"<d<5"-2x6 <br />i <br />2x4 VENTED BLOCKING <br />TRUSSES PER PLAN <br />TRUSSES PER PLAN <br />5 d 7' - 2x8 <br />7"<d<9"-2xl0 <br />0 0 0 <br />— <br />12d TOENAILS @ <br />9" < d < 11"- 2x12 <br />H1 CLIP EA. TRUSS <br />2x4 VENTED BLOCKING <br />6"oc EA. WALL <br />0 0 0 <br />2x STUD WALL PER PLAN <br />PANEL EDGE NAILING <br />CONTINUOUS TOP PLATE <br />SHEAR WALL EDGE <br />(SPLICE PER 13/S06) <br />NAILING EA. WALL <br />PANEL EDGE NAILING <br />SHEATHING PER 1/S06 <br />@ SHEAR WALLS <br />HEADER PER PLAN <br />2x STUD WALL PER PLAN <br />(WHERE OCCURS) <br />SHEATHING PER 1/S06 <br />15 <br />14 <br />@SHEAR WALLS 11 <br />AIR SPACE PER ARCH'L <br />20°-30- <br />SHEATHING PER PLAN <br />�Timberl-OK TLOK6 <br />EA. TRUSS <br />ALT. to H1 <br />DIAPHRAGM BOUNDARY <br />NAILING <br />TRUSSES PER PLAN <br />H1 CLIP EA. TRUSS <br />2x4 VENTED BLOCKING <br />0 0 O <br />BEAM PER PLAN <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />3 <br />Q <br />�a <br />z <br />x <br />z <br />z <br />z <br />6 <br />BTLI <br />ENGINEERING P.S. <br />l.,S-No <br />T. <br />�OF ASS14, <br />z <br />565666 <br />`°ToaaL�G� <br />eelezlze� <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERM ITSET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />J_ <br />Q <br />W <br />0 <br />X <br />LL <br />1 <br />U) <br />C <br />O � <br />L <br />C <br />i <br />U) <br />O <br />z <br />cC <br />cl) <br />0 <br />E <br />O <br />> <br />O <br />W <br />cc <br />L7 <br />W <br />U) <br />i <br />0 <br />cz <br />2 <br />SAGO <br />u o a w <br />HE5T <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Ya" = 1'-0" <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />S09 <br />