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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 122 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 1 3 WP 0.36 2.44 0.15 -1.07 3.63 0.29 0.18 -0.10 1.60 0.06 <br /> WS -0.41 2.44 0.17 1.19 3.18 0.37 0.20 0.11 1.60 0.07 <br /> 2 4 WP -0.05 2.44 0.02 -0.02 3.63 0.00 0.00 0.00 0.18 0.00 <br /> WS -0.06 2.44 0.02 0.02 3.87 0.00 0.00 0.00 0.18 0.00 <br /> 2 5 WP -0.05 2.44 0.02 -0.02 3.63 0.00 0.00 0.00 0.18 0.00 <br /> WS -0.06 2.44 0.02 0.02 3.87 0.00 0.00 0.00 0.18 0.00 <br /> 2 6 WP 0.73 2.44 0.30 -1.68 3.63 0.46 0.30 -0.21 1.78 0.12 <br /> WS -0.80 2.44 0.33 1.86 3.18 0.58 0.33 0.23 1.78 0.13 <br /> 2 7 WP 0.32 2.44 0.13 -1.08 3.63 0.30 0.18 -0.12 1.78 0.07 <br /> WS 0.35 2.44 0.15 1.18 3.18 0.37 0.20 0.14 1.78 0.08 <br /> 2 8 WP 0.32 2.44 0.13 -1.08 3.63 0.30 0.18 -0.12 1.78 0.07 <br /> WS -0.35 2.44 0.15 1.18 3.18 0.37 0.20 0.14 1.78 0.08 <br /> 3 9 WP 0.46 2.44 0.19 -1.32 3.63 0.36 0.23 -0.13 1.60 0.08 <br /> WS 0.53 2.44 0.22 1.48 3.18 0.46 0.26 0.14 1.60 0.09 <br /> 3 10 WP 0.36 2.44 0.15 -1.07 3.63 0.30 0.18 -0.10 1.60 0.06 <br /> WS 0.41 2.44 0.17 1.20 3.18 0.38 0.20 0.11 1.60 0.07 <br /> 3 11 WP 0.36 2.44 0.15 -1.07 3.63 0.29 0.18 -0.10 1.60 0.06 <br /> WS 0.41 2.44 0.17 1.19 3.18 0.37 0.20 0.11 1.60 0.07 <br /> <br /> WP - 0.6Wind_Pressure <br /> WS - 0.6Wind_Suction <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Door Jamb & Header Design 12/ 1/23 1:52pm <br />================================================================================ <br /> <br /> LAYOUT: <br /> ------- <br /> Reduction <br /> Open Bay Load Factor <br /> Id Id Locate Part Length Width Weight Out In <br /> ---- --- ------ -------- ------ ----- ------ ---- ---- <br /> 3 2 JambL 8X35C16 13.67 5.00 43.6 0.00 0.00 <br /> JambR 8X35C16 13.67 5.00 43.6 0.00 0.00 <br /> Header 8X25C16 10.00 1.83 27.9 0.00 0.65 <br /> <br /> STRENGTH/DEFLECTION: <br /> -------------------- <br /> Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) <br /> Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit <br /> ---- ------ ---- ------ ----- ----- ------ ----- ----- ---- ----- ----- <br /> 3 JambL WP -0.40 2.42 7.33 -1.49 4.41 0.00 0.34 -0.07 1.82 <br /> WS 0.44 2.42 7.33 1.64 4.41 0.00 0.37 0.08 1.82 <br /> JambR WP -0.40 2.42 7.33 -1.49 4.41 0.00 0.34 -0.07 1.82 <br />1202 W Edinger <br />Ave10/3/2024
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