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PRIMARY ROOF LOADING EXTERIOR WALL LOADING <br />ROOF FRAMING 3.55 FRAMING 0.96 <br />1/2" PLYWOOD 1.50 DRYWALL ONE SIDE 2.60 <br />ROOF MATERIAL 3.25 STUCCO ONE SIDE 10.00 <br />DRYWALL 2.60 Misc. 1.44 <br />Misc. (as solar panels) 3.10 Total load (psf) 15.00 <br />Total Roof Dead Load (psf) 14.00 <br />Total Roof Live Load (psf) 20.00 INTERIOR WALL LOADING <br />Total load (psf) 34.00 FRAMING 0.96 <br />DRYWALL BOTH SIDE 5.20 <br />ROOF RAFTER LOADING Misc. 0.84 <br />ROOF RAFTER 2.05 Total load (psf) 7.00 <br />PLYWOOD 1.50 <br />ROOF MATERIAL 3.25 PRIMARY FLOOR LOADING <br />Misc. (as solar panels) 3.20 FLOOR FRAMING 3.14 <br />Total Roof Dead Load (psf) 10.00 PLYWOOD (3/4") 2.25 <br />Total Roof Live Load (psf) 20.00 DRYWALL 2.60 <br />Total load (psf) 30.00 CARPET 1.00 <br />Misc. 3.01 <br />CEILING LOADING Total Floor Dead Load (psf) 12.00 <br />CEILING JOIST 2.05 Total Floor Live Load (psf) 40.00 <br />DRYWALL 2.60 Total load (psf) 52.00 <br />Misc. 1.35 <br />Total Roof Dead Load (psf) 6.00 DECK LOADING <br />Total Roof Live Load (psf) 10.00 FLOOR FRAMING 3.14 <br />Total load (psf) 16.00 PLYWOOD (3/4") 2.25 <br />DRYWALL 2.60 <br />GUARD / HAND RAIL CALCULATION Misc. 0.01 <br />M=200*(42")=8400 lb-in Total Floor Dead Load (psf) 8.00 <br />P=8400/3.25=2285#Total Floor Live Load (psf) 60.00 <br />3/8" DIA. BOLTS CAPACITY Total load (psf) 68.00 <br />IN WITHDRAWL IS 305 #/IN. PENETRATION. <br />L=2585/2 BOLTS /305 = 4.2" <br />USE 4 3/4" SQ. X 1/4" THICK PLATE <br />W/(4) 3/8x10" MIN. LAG BOLT <br />TMC ENGINEER INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: 714 -829-5053; Email: Tienchu.e mail.com. <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025