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1202 W Edinger Ave - Plan
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1202 W Edinger Ave - Plan
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Last modified
6/1/2025 11:56:49 AM
Creation date
6/1/2025 11:56:24 AM
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Plan
Permit Number
20180981
40138401
101116627
Full Address
1202 W Edinger Ave
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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 9 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> <br /> EDGE ZONE: <br /> -----Wind_Ratio---- <br /> --Left_Zone-- --Right_Zone- Jamb/ <br /> Width Base Width Base Girt Panel Column <br /> 4.00 0.00 4.00 0.00 1.11 1.23 1.07 <br /> <br /> BASIC LOADS AT EAVE: <br /> Seis Seis Seis ---Torsion--- <br /> Dead Girt Load Wind Seismic <br /> 2.00 0.00 1.70 0.00 0.00 <br /> <br /> WIND PRESSURE/SUCTION: <br /> Wind Wind <br /> Press Suct <br /> 17.6 -19.5 .. Column <br /> 18.6 -20.5 .. Girt/Header <br /> 17.6 -19.5 .. Jamb <br /> 21.9 -23.8 .. Panel <br /> 35.4 -30.4 .. Parapet <br /> 27.8 -18.6 .. Transverse bracing, Facia/Parapet <br /> <br /> WIND COEFFICIENTS: <br /> Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface <br /> Id Left Right Left Right 1 2 Friction <br /> 1 0.55 -0.81 0.96 -0.40 -0.65 -0.65 0.00 <br /> 2 -1.07 -0.76 -0.71 -0.40 -1.07 -0.64 0.00 <br /> 3 -0.76 -1.07 -0.40 -0.71 -0.64 -1.07 0.00 <br /> 4 -0.81 0.55 -0.40 0.96 -0.65 -0.65 0.00 <br /> <br /> COLUMN, RAFTER & BRACING DESIGN LOADS: <br /> Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load <br />No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef <br /> 61 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 <br /> 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 <br /> 3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 <br /> 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 <br /> 5 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 <br /> 6 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 <br /> 7 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 <br /> 8 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 <br /> 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 <br /> 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 <br /> 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 <br /> 12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 <br /> 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 <br /> 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 <br /> 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 <br /> 16 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 <br /> 17 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 <br /> 18 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 <br /> 19 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 <br /> 20 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 <br />1202 W Edinger <br />Ave10/3/2024
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