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2000 E Seventeenth St - Plan
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2000 E Seventeenth St - Plan
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Last modified
3/26/2026 5:00:11 AM
Creation date
3/26/2026 5:00:04 AM
Metadata
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Template:
Plan
Permit Number
20187470
101125799
Full Address
2000 E Seventeenth St
Street Number
2000
Street Direction
E
Street Name
Seventeenth
Street Suffix
St
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<br />Project Name: Albertsons 598 Engineer: MP <br />Job No: 23023.004 Date: 07-30-2024 Page No: <br /> <br /> www.structurology.com contact@structurology.com <br />STRUCTUROLOGYINC • 480.269.7675 • contact@structurology.com • WWW.STRUCTUROLOGY.COM 3 <br /> <br /> <br />Lateral Calculation (Seismic Analysis): <br /> <br />N-S Direction: (Without PV System) <br /> <br />Fp N-S = 3446^plf (From Seismic Analysis Sheet) <br />F1, F2 N-S = 3446^plf x (280^ft /2) = 482440^lbs Shearline A, B <br /> <br />N-S Direction: (With PV System) <br /> <br />Fp N-S = 3537^plf (From Seismic Analysis Sheet) <br />F5, F6 N-S = 3537^plf x (280^ft /2) = 495180^lbs Shearline A, B <br /> <br />10% LATERAL CHECK: <br /> <br />Shearline A, B = 482440^lbs (F1, F2) x 1.1 = 530684^lbs > 495180^lbs (F5, F6) <br /> <br />Note: <br />The existing structural lateral adequacy check was done with the information provided by the client. <br />The contractor needs to verify that no modifications or additions were made to the structure that were <br />not included in the analysis check. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />12 <br />DF#1 <br />F1 <br /> <br />= <br /> <br />4 <br />8 <br />2 <br />4 <br />4 <br />0 <br /> <br />l <br />b <br />s <br /> <br />( <br />S <br />h <br />e <br />a <br />r <br />l <br />i <br />n <br />e <br /> <br />A <br />) <br />F2 <br /> <br />= <br /> <br />4 <br />8 <br />2 <br />4 <br />4 <br />0 <br /> <br />l <br />b <br />s <br /> <br />( <br />S <br />h <br />e <br />a <br />r <br />l <br />i <br />n <br />e <br /> <br />B <br />) <br />DF#1 <br />F5 <br /> <br />= <br /> <br />4 <br />9 <br />5 <br />1 <br />8 <br />0 <br /> <br />l <br />b <br />s <br /> <br />( <br />S <br />h <br />e <br />a <br />r <br />l <br />i <br />n <br />e <br /> <br />A <br />) <br />F6 <br /> <br />= <br /> <br />4 <br />9 <br />5 <br />1 <br />8 <br />0 <br /> <br />l <br />b <br />s <br /> <br />( <br />S <br />h <br />e <br />a <br />r <br />l <br />i <br />n <br />e <br /> <br />B <br />) <br />DIAPHRAGM KEY PLAN <br />(WITHOUT PV SYSTEM) <br />DIAPHRAGM KEY PLAN <br />(WITH PV SYSTEM) <br />B
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