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NOTES: <br />FOR SW-6 TO SW-4, TO ELIMINATE SHEAR WALL <br />CLIPS 0 US, LOCATE SHEATHING SPLICES AT <br />MID -HT OF RIM BOARD & NAIL W/ (2) ROWS OF <br />PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. <br />NOTES: <br />FOR SW-6 TO SW-4, TO ELIMINATE SHEAR WALL <br />CLIPS 0 US, LOCATE SHEATHING SPLICES AT <br />MID -HT OF RIM BOARD & NAIL W/ (2) ROWS OF <br />PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. <br />PLATE NAILING PER SHEAR <br />WALL SCHEDULE <br />PLATE NAILING PER SHEAR <br />10D 0 3" OC <br />WALL SCHEDULE <br />'LTPS" CLIPS PER SHEAR WALL <br />FLOORDIAPHRAGM <br />SHEATHING PER PLAN <br />SCHEDULE, TYP (SEE NOTES) <br />"LTP5" CUPS PER SHEAR WALL <br />8d 0G6"OC�MINIMUM) <br />SHEATHING PER PLAN <br />SCHEDULE, 11P (SEE NOTES) <br />T/SHEATHING <br />AT POST LOADS, ADD 2x4 SQUASH <br />T/SHEATHING <br />AT POST LOADS, ADD 2x4 SQUASH <br />FLOOR SHEATHING PER PLAN <br />Po <br />BLOCKING TO MATCH STUD POST ABOVE <br />0 <br />BLOCKING TO MATCH STUD POST ABOVE <br />T/SHEATHING <br />�\I <br />(t\ <br />� <br />2x4 W/ (2) <br />8d NAILS <br />IY <br />(ALTERNATE TO CUPS), <br />IY <br />(ALTERNATE TO CUPS) <br />III <br />SPLICE SHEATHING ® RIM BOARD <br />III\ <br />SPLICE SHEATHING 0 RIM BOARD <br />111 \ <br />I <br />111 \ <br />u\ <br />u\ <br />RIM BOARD <br />RIM BOARD <br />FLOOR JOIST <br />PER PLAN <br />SHEAR WALL SHEATHING & <br />FLOOR JOIST PER PLAN <br />SHEAR WALL SHEATHING & <br />FLOOR JOIST <br />BLOCKING 0 48"OC <br />NAILING PER SHEAR WALL <br />NAILING PER SHEAR WALL <br />PER PLAN <br />SCHEDULE <br />SCHEDULE <br />(2) 10tl NAILS TO TOP PLATE <br />HANGER PER BOOR JOIST MEG BEAM PER PLAN <br />(2) 10d NAILS <br />STUDS PER PLAN & GENERAL <br />STUDS PER PLAN & GENERAL <br />TO TOP PLATE <br />STRUCTURAL NOTES <br />STRUCTURAL NOTES <br />EXTERIOR WALL PARALLEL TO JOISTS <br />SCALE: 1" = 1'-O" <br />1^ GAP <br />VENTING PER ARCH (IF REQUIRED) <br />PER ARCH <br />RIDGE BEAM PER PLAN <br />�SIMPSON "LSSU" HANGERS <br />ARCH ELEVATION <br />PER PLAN <br />TYPICAL SECTION AT RIDGE BEAM <br />SCALE: 18 = 1'-0° <br />5 <br />EXTERIOR WALL PERPENDICULAR TO JOISTS <br />SCALE: 1" = 1'-O" <br />PER <br />COLUMN <br />RIDGE BEAM <br />PER PLAN <br />RIDGE BEAM ROOF SHTNG. <br />PER PLAN <br />OUTRIGGER <br />PER PLAN <br />DBL TOP RATE <br />PER PLAN <br />EXTERIOR WALL STUDS <br />PER PLAN <br />2x STUD (EACH SIDE) <br />w/(4) 10D NAILS <br />I <br />COLUMN <br />PER <br />PLAN <br />PER PWd <br />RIDGE BEAM/HEADER/WOOD WALL CONNECTION <br />SCALE: 1° = 1'-0° <br />FLOOR JOIST/TOP FLUSH BEAM CONNECTION <br />SCALE: 1" = 1'-O" <br />SHEATHING <br />PER PVJJ 2 -0 10 2'-0" MAX <br />T/SHEATHING <br />4 VARIES <br />RAFTERS PER PLAN <br />LUS24 HANGER <br />H2.5 CUP— <br />A35 PER SHEAR <br />WALL BONED. <br />TYPICAL OUTRIGGER AT GABLE END <br />SCALE:18 = 1'-0° <br />N FASCIA PER ARCH <br />f2 20 OUTRIGGER <br />0 16" OC. <br />T&G 0 OVERHANG PER ARCH <br />EDGE NAIL SHEATHING 0 BLKG <br />2x FULL DEPTH BLKG <br />W/ CLIP PER SHEAR WALL <br />SCHEDULE WHERE LOCATED <br />PANEL EDGE NAILING <br />WOOD WALL FRAMING <br />PER PLAN, SHEAR WALL <br />WHERE LOCATED <br />ROOF RAFTER <br />PER PLAN <br />0T/ROOF It <br />y <br />METAL HARDWARE PER <br />SHEAR WALL SCHEDULE <br />DOUBLE TOP R <br />HDR. WHERE <br />EDGE NAILING PER PLAN 0 <br />BLOCKING (MIN 8d 0 4"OC) <br />�-2"4 VENT HOLES PER ARCH <br />0 CL W/ 2x BLKG <br />(AT EXTERIOR WALLS ONLY) <br />Al CLIP EACH RAFTER FOR LATERAL <br />0 ALL RAFTERS 0 EXTERIOR WALLS <br />PANEL EDGE <br />NAILING PER <br />SHEAR WALL <br />SCHEDULE <br />SHEATHING & <br />NAILING PER SHEAR <br />WALL SCHEDULE <br />PER ARCH <br />SHEAR WALL <br />PERPENDICULAR TO ROOF RAFTER <br />SCALE: 18 = 1'-0° <br />FASCIA PER ARCH <br />ra <br />a <br />o <br />�u <br />W <br />Fj <br />8 <br />C7 <br />y <br />0 v <br />z <br />�° <br />d <br />rx, <br />V <br />y'C$Va NWQ,A0 ' <br />ca <br />oC s�tSTE^' Cs\ <br />`SAONA4 <br />7/6/2021 <br />Lu <br />Q00 <br />0. <br />za <br />0 <br />CN <br />K <br />w <br />U <br />J <br />w <br />/ � <br />V <br />z <br />O <br />u <br />a <br />i <br />6 <br />U <br />N <br />9 <br />W <br />O <br />� <br />F <br />N <br />O <br />O <br />O <br />� <br />Z <br />O <br />N <br />W <br />Drawn By: PK <br />Checked By: SC <br />n...,.. v 4 orni <br />CK JOB NO. <br />20-044 <br />STRUCTURAL <br />DETAILS <br />S-10 <br />