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CITY OF SANTA ANA <br />FP.INnping anq Building Agency <br />BY SUMS- T <br />DATE <br />CHECKED <br />STRUCTURAL DESIGN & PLAN REVIEWING <br />VERTICAL LOADS: <br />Roof Loads: Roof Pich: <br />P:= 4 <br />Roofing (Comp. Shingle) <br />WROF CVR := 6-psf <br />Plywood (1/2"thick) <br />WROF PWD := 1.5•psf <br />Framing (2X6 @ 16" o/c.) <br />WROF FRM := 2.0•psf <br />Sprinkler <br />WROF SPR:= O.O'psf <br />Insulation <br />WROF rNs := 2-psf <br />Drywall (112"). <br />WROF DWL := 2.5•psf <br />Wc. (Solar) <br />WROF MIS := 1.0•psf <br />Total Floor Dead Load IWDL ROF = 15•ps <br />Total Floor Dead Load := WDL ROF• PT = 15.811•ps <br />Stucco Ceding WSTC := 10• psf <br />Railing Load WRAIL:= 10• psf <br />Total Roof Live Load (4":12" pitch) WLL ROF := 20•psf <br />Ext. & Int Wal Loads <br />Framing (2X4 @ 16" O/C) <br />1.5 psf <br />3/8" Plywood Panel <br />1.1 psf <br />7/8" Stucco(not req'd for int. wall) <br />10.0 psf <br />Drywall (5/8" ceiling, 2 for int. wall) <br />3.0 psf <br />kisc. (use 1.4 psf for int. wall) <br />0.4 psf <br />Total Ext. Wall Dead Load <br />EWd = 16•ps <br />Tota Int. Wall Dead Load <br />1V1'I := tops <br />pproved <br />-11 T-ICUANCE <br />Ceiling Loads where occurs <br />Master ID: <br />Date: <br />Framing (2X6 @ 16") <br />WCLG FRM = 2.0•psf <br />Sprinkler <br />WCLG SPR := 0.0•psf <br />Insulation <br />WCLG; INS = 2-psf <br />Drywall (1/2"ceding) <br />WCLG DWL := 2-5-psf <br />Misc. <br />WCLG loos := 0-5-psf <br />Total Roof Dead Load <br />WDL CLG = 'psf <br />Total Ceding Live Load <br />WLL cLG := 10•psf <br />1 of 28 <br />