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DATE:V I N C I & A S S O C I A T E S SHEET:2 <br />PROJECT:Flower Park Plaza Structural Engineers JOB NO.:19-3457 <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 CONNECTION TO ROOF TO RESIST WIND UPLIFT <br />REFER TO NEXT SHEET FOR <br />UPLIFT FORCE CALCULATIONS <br />UPLIFT =- 4.23 psf <br />Design Force = ( Uplift x (0.6) ) - 4.23 psf <br />ADD Net Uplift = <br />CONNECTION 0.00 Connections per Module (MIN) <br />DETAIL 207 Modules,0 Connections <br />HERE Max Trib Area =ft2 <br />UPLIFT / CONN. =45.0 ft2 x 25.3 psf <br /> =lbs/conn <br />PALLOW = 1300 lbs FOS:0.65 <br />(2) 3/8" Simpson Strong Bolt 2 CS <br />PALLOW = 2 x 845 lbs <br /> = 1690.0 lbs >1136 lbs <br />Therefore O.K. <br />3/25/2024 <br />- <br />49.1 psf <br />25.3 psf <br />45.00 <br />1136.3 <br />901 W First St- <br />101118898 & 201825275/8/2024