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DATE:V I N C I & A S S O C I A T E S SHEET:1 <br />PROJECT:Eduardo Ontiveros Structural Engineers JOB NO.:22-3457 <br />3409 S Olive St 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Titan <br />DESIGN DATA: <br />ROOF DESIGN LOAD: <br />ROOFING ( Composition Shingle )=5 psf <br />SHEATHING =2 <br />ROOF RAFTERS / TRUSS =2 <br />MISCELLANEOUS =1 <br />ROOF RAFTER/TRUSS DESIGN DEAD LOAD = 10.0 psf <br />CEILING & INSULATION =3.25 <br />MISCELLANEOUS =1.25 <br />DESIGN DEAD LOAD =14.5 psf <br />DESIGN LIVE LOAD =20 psf <br />DESIGN SNOW LOAD =0 psf <br />WIND DESIGN CRITERIA: <br />BASIC WIND SPEED =100 mph <br />WIND EXPOSURE =C <br />NUMBER OF STORIES =1 <br />ROOF SLOPE =28° <br />SOLAR MODULE <br />Solar Module Width:=44.65 in <br />Solar Module Length:=67.8 in <br />Solar Module Area =21.02 ft2 <br />Solar Module Dead Load =2.58 psf <br />Number of PV Modules =12 <br />Number of Mounts to Roof =24 <br />Maximum Spacing of Mounts =4 ft o.c. <br />Tributary Area to Mounts <br />21.02 ft2 x ( 12 / 24 ) = 10.51 ft2 (Average) <br />( 4 ft oc x 67.8 in / 12''/ft ) / 2 =11.30 ft2 (Worst Case) <br />Solar Module Vertical Support Point Load <br />11.30 ft2 x 2.58 psf = 29.2 lbs <br />TOTAL AREA OF ADDED SOLAR PANELS <br />( 3.72 ft x 5.65 ft ) x ( 12 Modules ) = 252.3 ft2 <br />8/3/2023 <br />-3409 S Olive St <br />08/29/23