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1906 E Kemper Ave - Plan
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1906 E Kemper Ave - Plan
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Last modified
6/1/2025 12:00:14 PM
Creation date
6/1/2025 11:59:58 AM
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Template:
Plan
Permit Number
20178721
101113862
Full Address
1906 E Kemper Ave
Document Relationships
101113862 - Permit
(Permit - Plan)
Path:
\Building\Permits\K\Kemper Ave\1906 E Kemper Ave
20170721 - Permit (2)
(Permit - Plan)
Path:
\Building\Permits\K\Kemper Ave\1906 E Kemper Ave
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Date :11/9/2022 <br />Job Code: NORINNE STAUB <br />5 of 6 <br />Rail Check (LRFD): <br />Roof 1 1.4D : 11 lb-ft <548 lb-ft OK <br />Roof 1 1.2D + 1.6S + 0.5W : 38 lb-ft <548 lb-ft OK <br />Roof 1 1.2D + 0.5S + 1.0W : 66 lb-ft <548 lb-ft OK <br />Roof 1 0.9D + 1.0W (Up z1) : 72 lb-ft <548 lb-ft OK <br />Roof 1 0.9D + 1.0W (Up z2) : 109 lb-ft <548 lb-ft OK <br />Attachment Check (ASD): <br />Roof 1 1.0D + 0.6W : 150 lbs <803 lbs OK <br />Roof 1 1.0D + 0.75*[1.0S + 0.6W] : 120 lbs <803 lbs OK <br />Roof 1 1.0D + 1.0S : 29 lbs <803 lbs OK <br />Roof 1 0.6D + 0.6W (Up z1) : 153 lbs <803 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 233 lbs <803 lbs OK <br />Lag Screw Uplift Check (ASD): <br />Roof 1 Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. <br />Roof 1 Lag Screw Penetration = 2.5 <br />Roof 1 0.6D + 0.6W (Up z1) : 153 lbs <665 lbs OK <br />Roof 1 0.6D + 0.6W (Up z2) : 233 lbs <665 lbs OK <br />Framing Check (ASD): <br />Roof 1 uni 1.0D + 0.6W : 645 lb-ft <1357 lb-ft OK <br />Roof 1 uni 1.0D + 0.75*[1.0S + 0.6W] : 560 lb-ft <1357 lb-ft OK <br />Roof 1 uni 1.0D + 1.0S : 307 lb-ft <975 lb-ft OK <br />Roof 1 uni 0.6D + 0.6W (Up z1) : 291 lb-ft <1357 lb-ft OK <br />Seismic Check: <br />Stucco 10.0 psf <br />2x4 Studs @ 16"2.0 psf <br />Gypsum 3.0 psf <br />Misc. (Insulation, etc.)2.0 psf <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />1906 E Kemper <br />Ave02/15/23
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