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Check Existing 2X6 Roof Rafters @ 24" O.C.: <br />Snow Load =0 psf <br />Dead Load =14 psf <br />Live Load =16 psf <br />WDL + LL =30 psf x 2 ft. = 60 plf <br />WDL =14 psf x 2 ft. = 28 plf <br />w =30 psf x 2 ft. = 60 plf <br />Total load on rafters =( 60 plf x 6.25 ft ) + ( 28 plf x 5.5 ft ) + ( 6' x 2.75' x 3 psf x 2 ) <br />=628 lbs < 705 lbs OK <br />OK. Per 2022 California Existing Building Code Section 503.3 Alterations <br />Check attachment of Support to Existing Structure for Wind Uplift <br />CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-16 WIND LOADS ON BUILDING <br />APPURTENANCES AND OTHER STRUCTURES Section 29.4.4 THEREFORE CHECK <br />ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2. <br />NOTE: PER DEFINITION ON SHEETS 246 & 247 OF ASCE 7-16 EFFECTIVE WIND AREA: <br />FOR ROOFTOP SOLAR ARRAYS, THE EFFECTIVE WIND AREA IN FIG. 29.4-7 IS <br />EQUAL TO THE TRIBUTARY AREA FOR THE STRUCTURAL ELEMENT BEING <br />CONSIDERED, EXCEPT THAT THE WIDTH OF THE EFFECTIVE WIND AREA NEED NOT <br />BE LESS THAN ONE-THIRD ITS LENGTH. <br />EFFECTIVE AREA = 15 SQ FT <br />Sht # 3 of 7 <br />2024-2923 Solar Journey Harbor Logistics Center October 7, 2024 <br />      Loyd W. Martin Professional Engineer, Inc.       <br />9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 <br /> Email: loydwmartin@gmail.com www.loydwmartin.com <br />% CHANGE =628 lbs - 705 lbs x 100 =-10.9% < 5% OK705 lbs <br /> <br /> <br /> <br /> <br /> <br />3100 S Harbor Blvd <br />1/27/2025