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DATE:V I N C I & A S S O C I A T E S SHEET: <br />PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:19-3457 <br />1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Renewable Energy Partners <br />DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT <br />REFER TO NEXT SHEET FOR <br />UPLIFT FORCE CALCULATIONS <br />UPLIFT =- 3.00 psf <br />Design Force = ( Uplift x (0.6) ) - 3.00 psf <br />ADD Net Uplift = <br />CONNECTION <br />DETAIL <br />HERE Max Trib Area =ft2 <br />UPLIFT / CONN. =29.7 ft2 x 25.0 psf <br /> =lbs/conn <br />PALLOW = 864 lbs FOS:3 <br />for (6) 1/4" self-tapping screws into mtl deck <br />PALLOW = 6 x 288 lbs <br /> = 1728.0 lbs >743 lbs <br />Therefore O.K. <br />743.5 <br />4/28/2026 <br />- <br />46.7 psf <br />25.0 psf <br />29.74 <br />2