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Project Name: Charter Club Apts • Sheet 1 <br /> Project#: 22-356 Date: 1/17/2023 <br /> Subject: Guardrail Embed By: DAO <br /> Guardrail Design <br /> t (Mount PLthickness 3.5in <br /> P (Load Applied) 200 lb <br /> h (Total moment arm) 44 in <br /> M = P*h (Applied Moment) Ib-in <br /> Duration of Load (NDS Table 2.3.2) 1.6 <br /> Load Share Reduction (Multiple posts/stanchions) 1.2 <br /> #Tension Elements 1 <br /> g (gage btwn anchorage) — 4.5 in <br /> W (Screw pull out, NDS 12.2A) 269'lb/in 3/8" Lag Screw <br /> Pullout Force= M/g/D.O.L/Load Share/#Elements 1018.5 lb <br /> Thread Embed = Pullout/W 3.79 in <br /> Estimated Length=Thread Embed +t in <br /> Use: 3/8" Lag Screws with estimated length: 8.00 in <br /> FULL LENGTH PT 2X6 w (6)#8x3" <br /> EXTERIOR WOOD SCREWS EA 2x2 CEDAR PICKET El, <br /> STANCHION,T + B, TYP OC (4"MAX CLR <br /> DIST)wi(2) #8x3" EXT <br /> WOOD SCREW T+B. TYP <br /> EN A <br /> I PT STANCHION @ 4.5' <br /> REMOVE AND REPLACE OC MAX <br /> CONCRETE COATING PER PLAN <br /> REMOVE AND REPLACE INTEGRATED <br /> , v WATERPROOFING BY <br /> SHTG PER PLAN <br /> OTHERS <br /> r LANDING rr (2) 3,8"x 8" LAG SCREWS w' <br /> filly <br /> ?.5"x1:16"WASHERS @ EA <br /> I I Nz SCREW <br /> SOFFIT TO MATCH <br /> EXISTING <br /> 2' 0" DOUBLE LAYER CEMENT <br /> BM PER PLAN BOARD w'MIN 0.5" DRIP <br /> EDGE <br /> JOISTS PER PLAN RIM PER PLAN <br /> UPSIDE DOWN <br /> HANGER PER PLAN <br />