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1222 S Karen Avenue - Plan
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1222 S Karen Avenue - Plan
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Last modified
5/30/2025 8:01:22 AM
Creation date
5/30/2025 8:00:32 AM
Metadata
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Template:
Plan
Permit Number
20175100
101109087
Full Address
1222 S Karen Ave
Document Relationships
101109087 - Permit
(Permit - Plan)
Path:
\Building\Permits\K\Karen Ave\1222 S Karen Ave
20175100 - Permit
(Permit - Plan)
Path:
\Building\Permits\K\Karen Ave\1222 S Karen Ave
Text box
ID:
1
Creator:
Import Agent
Created:
5/30/2025 8:00 AM
Modified:
5/30/2025 7:57 AM
Text:
http://www.vectorse.com
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VSE Project Number: U4089.0085.211 <br />December 17, 2021 <br />Sater Electric <br />1709 Rimpau Avenue <br />Corona, CA 92881 <br />REFERENCE: John Le Residence: 1222 South Karen Avenue, Santa Ana, CA 92704 <br />Solar Array Installation <br />To Whom It May Concern: <br />Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to <br />determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on <br />the panel layout plan. <br />Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. <br />Design Parameters <br />Code: California Building Code, 2019 Edition (2018 IBC) <br />Risk Category: II <br />Design wind speed, Vult: 95 mph (3-sec gust) <br />Wind exposure category: C <br />Seismic design category: D <br />Existing Roof Structure <br />Roof structure: 2x6 framing @ 16" o.c. <br />Roofing material: composite shingles <br />Roof pitch: 5:12 <br />Connection to Roof <br />Mounting connection: (1) 5/16" lag screw w/ min. 2.5" threaded embedment into framing at max. 48" o.c. along rails <br />(2) rails per row of panels, evenly spaced; panel length perpendicular to the rails not to exceed 67 in. Rail cantilever shall <br />not exceed 50% of connection spacing. <br />Conclusions <br />Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. <br />In the area of the solar array, other live loads will not be present or will be greatly reduced (2019 CBC, Section 1607.13.5). <br />The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or <br />increased by no more than 5%. Therefore, the requirements of Section 503.3 of the 2019 CEBC are met and the structure is <br />permitted to remain unaltered. <br />651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com <br />1222 S Karen <br />Avenue01/12/22
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