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PANEL EDGE NAIL <br />PER SHEAR WALL <br />SCHEDULE <br />1 1/4" LSL RIM <br />JOIST <br />A35 OR LTP4 CLIP <br />PER SHEAR WALL <br />SCHEDULE <br />ROOF PLYWOOD <br />SHEATHING PER GENERAL <br />NOTES, NAILING PER <br />SCHEDULE, TYP. <br />A35 ANGLE PER <br />SHEAR WALL <br />SCHEDULE — — <br />S.W. BOTTOM PL <br />CONNECTION TO RIM JOIST <br />PER S.W. SCHEDULE <br />FLOOR DIAPHRAGM <br />PER GN <br />TJI JOIST PER PLAN <br />(2) 10d THRU EA. JOIST <br />SHEAR WALL TYP. <br />SHEATHING AND <br />NAILING PER SHEAR <br />WALL SCHEDULE <br />S.W. BOTTOM PL <br />CONNECTION TO RIM <br />JOIST PER S.W. <br />SCHEDULE <br />(3)10d INTO DIAPHRAGM <br />PANEL EDGE NAIL <br />AND EA. BLOCKING <br />PER SHEAR WALL <br />SCHEDULE <br />1 1/4" LSL RIM <br />JOIST <br />A35 OIL LTP4 CLIP <br />PER SHEAR WALL <br />TJI JOIST PER PLAN <br />SCHEDULE <br />TJI BLOCKING @ 4'-0"cc MAX., <br />FOR 2 BAYS MIN. <br />(2) 10d THRU EA. JOIST <br />SHEAR WALL TYP. <br />�✓ t � ti f i _..... G � i �s <br />r " <br />vrt y o"'W'S <br />�Y.h �' <br />2x RATER PER PLAN, <br />1 1/2" NOTCH MAX. AT <br />BEAM CONNECTION - <br />2x BLOCKING <br />2x TOP PLAT <br />STUD WALL--N <br />2x FASCIA <br />BOARD <br />STUD WALL OR <br />POST PER PLAN <br />S <br />2x LEDGER, DEPTH TO <br />MATCH w/ JOIST, w/ (3) <br />3 1/2" SUS SCREW TO <br />EACH STUD, TYPICAL �\ <br />SIMPSON FACE <br />MOUNT <br />MOUNT HANGER - <br />FLOOR FRAMING <br />ELEV. PER ARCH. <br />SIMPSON H2.5 <br />HURRICANE TIE @ <br />EA. JOIST <br />SIMPSON A35 ANGLE <br />@ 20" sac <br />BEAM WHERE <br />OCCUR PER PLAN <br />CANOPY <br />FRAMII <br />PLAN <br />SIMPS, <br />KUS1Z <br />POST PER <br />PLAN <br />(3) 3/4" 0 x 6" <br />LAG BOLT <br />3/4" e 1'-01, 3/4" 1'-0" 3/4"= 1' 0" 3/4" = 1'®0" <br />3/4" m 1'-0" <br />S <br />� <br />2 <br />Y <br />t� <br />3 <br />( <br />W co <br />CHECKED: C. BURT <br />