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HomeMy WebLinkAboutWIND LOAD PROGRAMBUILDING INFORMATION DmiM Wind Spad Nominal Ultimate Wind Veloci (mph) 160 Nominal Wind Velocity(mph) 1239 Eaposure C Internal Pressure Enclosed Hei ht above r and z -(it) 0.0 Standard Wall Height- n 15.0 Mean Roof Height M1 - m I5.0 Building Width ft 50.0 Building ten tM1 O 35.0 Roof Slo a F:12 12.0 ROsfAn I d tees 45.01 a Ed ,Sol fl 3.50 End Zane (it) 7.00 Parapet Along Roof Perimeter on 0.00 2017 Florida Building Code (6th Edition) Mills, Short P, Associates ."od Pxe.S.bolao D... Vero tlae[A. Flartlo ]A60 T/53341RB3 Nam Bo"en) 103Foe>ml.'emao. Wwasearlram Leese pm4 FL 1HM eem,we.mr� O COW Yp"eamn m. r4F.. sulb eI• .: P. ]Po9e w �� PNmsor. MD.. JC ASCE 7-10 Gj Version 7.1 2004-2012© �J Building Permit Edition Wind Load Program JOB INFORMATION Client M B Ent. f Michael Boyle Address 5105 TuropJke Feeder Rd, Fart Pierce, FL 34951 Company Mills, Short & Associates Job Number 19-280 Pre are, Jason W. Short PE TOPOGRAPHICFACTOR Hill Shape Flat -No Hill x n 0.0 W ft 0.0 led OA (IU 0.0 WIND LOAD DESIGN INFORMATION C a, APPLYING APPLYING WINO LOAD FOR: ZONE OPENING ELEVATION (feet) 0.0 LENGTH (feet) Namiml Wind Land Pressure, NOA Approval Number Maz Pressure Per NOA Manufacturer Model Number EFFECTIVE WIND AREA (,4f0 MA%IMUM POSITIVE PRESSURE (psD hWfIABRJ NEGATIVE PRESSURE (p,0 Gable 1-Gable N/A 3.5 3.5 12 30.4 -33.0 FL 27150 -63.5 PSF Intergrity Metals 26 GA.-5V Crimp z o Gable 2-Gable N/A 3.5 3.5 12 30.4 -38.7 FL27150 -63.5 PSF InterMetals 26 GA-5V Crimp S Gable W/O emlyn 2-061e N/A 3.5 3.5 12 30.4 -56.2 FL 27150 -63.5 PSP finteiRrity Metals 26 GA - 5V Crimp Gable w/Ove'han 3-Gable N/A 3.5 3.5 12 30.4 -56.2 FL 27150 -63.5 PSF Interprity Metals 26 GA - 5V Crimp 0 4 � "Use Fastener Method Rl-This is only for the Mansazd RoofPortion" 0 0 C z O F as C O z _z V z Z a6 i Q ST E OF •• �(/�� rn - 1/3 2019