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2621 S Birch St - Plan
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2621 S Birch St - Plan
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Last modified
6/1/2025 12:04:37 PM
Creation date
6/1/2025 12:04:26 PM
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Plan
Permit Number
20177796
101112561
Full Address
2621 S Birch St
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101112561 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Birch St\2621 S Birch St
20177796 - Permit
(Permit - Plan)
Path:
\Building\Permits\B\Birch St\2621 S Birch St
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Testing <br />1. Coefficient of Friction <br />2. Wind Tunnel <br />3. UL 2703 <br />4. Component Testing (Bay and Clamp) <br />Setbacks <br />For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed for <br />U-Builder wind design: <br />1. Modules should be placed a minimum of 3 feet from the edge of the building in any direction. <br />2. If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest <br />module of the array must be located a distance from the obstruction that is greater than or equal to the height of the obstruction. <br />Exception: When using ASCE 7-16 Building Code and using the obstruction feature in the module editor to accurately model the size and <br />location of obstruction. <br />3. Installations within the setbacks listed above require site specific engineering <br />4. The setbacks above are for wind and seismic. Fire access isles, mechanical equipment etc., may require larger setbacks than listed <br />above. <br />Site Specific Engineering <br />Conditions listed below are beyond the current capabilities of U-Builder. Site specific engineering is required. <br />1. Wind designs for a project design life exceeding 25 years 1/ASCE 7-16 <br />2. Building assumptions and design parameters outside of U-Builder assumptions <br />3. Attachments <br />4. Risk Category III or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or snow design) <br />5. Wind tunnel testing reduction factors are not permitted by the Authority Having Jurisdiction (AHJ) <br />6. Seismic designs that fall outside SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 recommendations (>3% roof slope, or AHJ’s that <br />require shake table testing or non-linear site-specific response history analysis) <br />7. Signed and sealed site-specific calculations, layouts, and drawings <br />8. Building that is not enclosed and categorized as open structures, carport or others <br />Notes: <br />1. Please contact info@unirac.com. <br />2. Please contact EngineeringServices@unirac.com for more information. <br />2 <br />2 <br />2 <br />2 <br />3 <br />3 <br />3 <br />2621 S Birch St - <br />101112561-201777 <br />9607/17/23
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