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4x 4 POST EXTENDED <br />THRU SUBFLOOR TO <br />BTM OF FLOOR JOIST <br />ATTACH POST <br />TO KNEE WALL <br />WI(2) 6" LedgerLok <br />_T_ <br />ATTACH POST T 0 BLOCK'G <br />W/(3)6"LfedqerLok--- <br />Qo Key Design, Inc - 2021 <br />4x 4 POST EXTENDED <br />TO BOTTOM PLATE <br />2x 8 DF#2 HEADER — 2x 4 POST AT ENDS <br />OR SIMPSON HANGER <br />FRAME RAKE WALL --,.\ <br />USING 2x 4 @ 16" O.0zo, <br />-2x 10 BLOCWG <br />LOWER/ INTERMEDIATE POSTS DETAIL <br />SCALE. 1/2" = 100" <br />iv <br />FRAME tIAOG USING <br />2x 6 JOISTS (&_ 16" O.C. <br />ATTACH COLLAR -TIE TO RAFTER USING: <br />1114" x 20 ga. RIDGE STRAP OR <br />FACE NAIL EACH RAFTER USING: <br />4-10d BOX (Y x 0.128"); or <br />3-1 Od COMMON (3" x 0. 148"); or <br />4-3" x 0.131" NAILS <br />SCALE: 1/2" = TO" <br />CONNECT GUARD/HAND RAILS TO <br />NEWEL POSTS W/ RAIL BOLT <br />2x 4 RAKE WALL <br />FRAMING <br />�2) 2x 4 PLAT <br />/4" T&G SUE <br />ATTACH STRINGER TO FRAMING <br />USING SIMPSON LSCZ <br />1-3/4" X 1/4" STILE TRIM <br />1x OR 3/4 PLYWD (RAILS TO MATCH) <br />BOX NEWEL <br />4x 4 POST <br />N) (STRUCTURAL) <br />L-4-1 1 <br />1 3/4" 1 3/4" <br />—P5 112" 1 4x 41- OST <br />PUCTURAL) <br />West Coast Structural Engineering Inc. <br />wmic <br />9540Semiahmoo ParkNevay#137, Blaine, WA98230 <br />WAS <br />STRUCTURAL REVIEW <br />THIS DRAWING HAS BEEN <br />REVIEWED FOR STRUCTURAL <br />REQUIREMENTS ONLY PER <br />THE ATTACHED <br />wd <br />CALCULATIONS. <br />ra <br />8799 <br />PROJECT NO; W4700 <br />P RAIL <br />4LLUSTER - SPACING <br />ER R312.1.3 <br />SHOE RAIL <br />1x 5 CAP <br />lx 6 LINER <br />!) 2x 4 PLATES N <br />(4" T&G SUBFLOOOR <br />CROSS SECTION - 2 - REVISED 9/21 <br />