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DATE:V I N C I & A S S O C I A T E S SHEET:1 <br />PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 <br />901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Q Meccanica <br />DESIGN DATA: <br />ROOF DESIGN LOAD: <br />(PER ROIGINAL STRUCTURAL PLANS) <br />ROOF RAFTER/TRUSS DESIGN DEAD LOAD =75.0 psf <br />CEILING & INSULATION =0 <br />MISCELLANEOUS =0 <br />DESIGN DEAD LOAD =75.0 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 =11 <br />ROOF SLOPE =0° <br />SOLAR MODULE <br />Solar Module Width:=45 in <br />Solar Module Length:=90 in <br />Solar Module Area =28.13 ft2 <br />Solar Module Dead Load =4.23 psf <br />Number of PV Modules =207 <br />Maximum Spacing of Mounts =6 ft o.c. <br />Tributary Area to Mounts <br />6 ft O.C. x 7.5 ft O.C.=45.00 ft2 (Worst Case) <br />Solar Module Vertical Support Point Load <br />45.00 ft2 x 4.23 psf =190.4 lbs <br />TOTAL AREA OF ADDED SOLAR PANELS <br />(3.75 ft x 7.50 ft ) x (207 Modules ) =5821.88 ft2 <br />3/25/2024 <br />- <br />901 W First St- <br />101118898 & 201825275/8/2024