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1202 W Edinger Ave - Plan
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1202 W Edinger Ave - Plan
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Last modified
11/12/2025 11:12:26 PM
Creation date
6/1/2025 11:56:24 AM
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Template:
Plan
Permit Number
20180981
40138401
101116627
Full Address
1202 W Edinger Ave
Street Number
1202
Street Direction
W
Street Name
Edinger
Street Suffix
Ave
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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 62 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br />* Id Use Offset No. Locate Offset Option Down Up <br /> 1 'N ' 0.000 0 <br /> 3 'N ' 0.000 0 <br /> <br />*(41)JACK BEAMS: <br />* Spring_Constant <br />*No. Id Offset Height Length Part Horz Vert <br /> 0 <br /> <br />*(42)LINER: <br />*---Wall_Height--- <br />* F_SW B_SW Roof <br /> 0.0000 0.0000 'N' <br /> <br />*(43)STEPPED LOAD COEFFICIENTS: <br />* Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- <br />*No. Load Id Step Locate Coef Locate Coef Locate Coef <br /> 4 'WINDL1 ' 2 2 20.0000 1.000 21.0819 0.745 <br /> 'WINDR1 ' 3 2 1.0819 0.745 21.0819 1.000 <br /> 'WINDL2 ' 2 2 20.0000 1.000 21.0819 0.566 <br /> 'WINDR2 ' 3 2 1.0819 0.566 21.0819 1.000 <br /> <br /> <br />*(44)ADDITIONAL COLUMNS: <br />*No. Id Type Rot Opt Part Elev <br /> 0 <br /> <br />*(45)DESIGN CODE OPTIONS: <br />*No. Event Condition <br /> 0 <br /> <br />*AUXILIARY LOAD DESCRIPTIONS: <br />* Aux <br />* Id Description <br />* <br />*ADDITIONAL LOAD DESCRIPTIONS: <br />* Add <br />* Id Description <br />* <br />* Code files used: <br />* IBC.21 <br />* RF_IBC.21 Version 4.0 <br />* <br />*DS_RFDEP.Siz <br />*Surface Span --Required- -----------Selected---------- <br />* Id Id Type Span Type Span #Depth #Splice <br />* 1 1 WR 20.0 No record selected <br />* 2 1 CR 20.0 R 20.0 0 1 <br />* 3 1 CR 20.0 R 20.0 0 1 <br />* 4 1 WR 20.0 No record selected <br />* <br />* Calculated Seismic Mass, W = 10.00 k <br />================================================================================ <br /> 186565FS Frame 1 - Design Code 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> STRUCTURAL CODE: <br /> ---------------- <br /> Design Basis : WS - Working Stress <br /> Hot Rolled Steel : AISC16 <br /> Cold Formed Steel : NAUS16 <br /> <br /> BUILDING CODE: <br /> -------------- <br /> Wind Code : IBC 21 <br /> Seismic Zone : D <br /> <br /> MODULUS OF ELASTICITY: <br /> ---------------------- <br /> Hot Rolled Steel : 29000 (ksi ) <br /> Cold Formed Steel : 29500 (ksi ) <br /> <br />1202 W Edinger <br />Ave10/3/2024
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