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4701 W Lucky Way - Plan
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4701 W Lucky Way - Plan
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Last modified
5/30/2025 1:43:48 PM
Creation date
5/30/2025 8:01:00 AM
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Template:
Plan
Permit Number
20174670
101108456
Full Address
4701 W Lucky Way
Document Relationships
101108456 - Permit
(Permit - Plan)
Path:
\Building\Permits\L\Lucky Way\4701 W Lucky Way
20174670 - Permit
(Permit - Plan)
Path:
\Building\Permits\L\Lucky Way\4701 W Lucky Way
Text box
ID:
1
Creator:
Import Agent
Created:
5/30/2025 10:02 AM
Modified:
5/30/2025 9:27 AM
Text:
http://www.vectorse.com
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VSE Project Number: U2880.1439.211 <br />De La Cruz, Eladio Residence <br />10/4/2021 <br />The solar array will be flush-mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus, we <br />conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. <br />The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), <br />the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. Conservatively <br />neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the total weight <br />(and resulting seismic load) of 2.3%. Because the increase in lateral forces is less than 10%, this addition meets the <br />requirements of the exception in Section 503.4 of the 2019 CEBC. Thus the existing lateral force resisting system is <br />permitted to remain unaltered. <br />Limitations <br />Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed <br />must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify <br />Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the <br />structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except <br />at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by <br />others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration <br />match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.) and electrical engineering <br />is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural <br />Engineering assumes no responsibility for improper installation of the solar array. <br />VECTOR STRUCTURAL ENGINEERING, LLC <br />10/04/2021 <br />_______________________________________________________ <br />Jacob Proctor, P.E. <br />CA License: 70567 - Expires: 06/30/2023 <br />Project Engineer <br />Enclosures <br />JSP/lic <br />10/04/2021 <br />651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com <br />4701 W Lucky Way <br />11/02/21
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