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HomeMy WebLinkAboutEngineering 2014 Florida Building Code (5th Edition) ` BUILDING INFORMATION /p� JOB INFORMATION Dcsign Wind Speed Nominal ► V I l i s, Short P, Associates Client Richie the Roofer,Inc.!Joe&Gina Noelke LLC Ultimate Wind Velocity(mph) 160 Nominal Wind Velocity(mph) 123.9 Exposure C Eight Hundred Eighth Street PHONE:772226:7282 Address 2548 Seneca Ave.,Fort Pierce,FL internal Pressure Enclosed Vero Beach,Florida 32962 CCA omm, tAssoclatea.mm company Mills,Short&Associates,LLC . —Height above ground(z)-(ft) 0.0 Job Number 17-1950 Standard Wall Height-(ft) 8.0 ASCE 7-10 Prearer Jason W.Short,P.E. Mean Roof Height h)-(ft) 15.0 Building Width(t) 60.0 BuildingLength(ft) 25.0 Version 7.1 TOPOGRAPHIC FACTOR _ Roof SIo a x:12) 5.0 _ 20_04-2012© Hill Shape Flat-No Hill Roof Angle(degrees) 22.62 H, ft 0.0 a)Edge Strip(ft) 3.00 Building Permit Edition Lh, ft 0.0 End Zone(ft) 6.00 z, ft) 0.0 __ ----- Parapet AlongRoof Perimeter(ft) - 0.00 Wind Load Program _ __ __z, (ft) _ 0.0 _ WIND LOAD DESIGN INFORMATION Nominal Wind Load Pressures _-OPENING EFFECTIVE O WIDTH LENGTH MAXIMUM MAXIMUM w APPLYING WIND LOAD FOR: ZONE ELEVATION WIND AREA NOA Approval Number Max Pressure Per NOA Manufacturer Model Number z' (feet) (feet) (feet) (sgft) POSITIVE NEGATIVE PRESSURE(psf) PRESSURE(psf) Gable 1-Gable N/A 3.0 3.0 9 19.3 -30.6 FL 17022-R6 -86 PSF-Method 1) Extreme Metal Fab. 5V-26 Ga. o Gable 2-Gable N/A 3.0 3.0 9 19.3 -53.3 FL 17022-R6 86 PSF-Method 1 Extreme Metal Fab. 5V-26 Ga. Gable w/Overhan 3-Gable N/A 3.0 1 3.0 9 19.3 -105.0 FL 17022-R6 -228 PSF-Method 4)1 Extreme Metal Fab. 5V-26 Ga. "Underlayment is FL 16048-R3"Tri-Built"" 0 w z w O O a z 0 F O C7 z w a 0 a 'a 3 1 1 — 5! gvxrE OF �y�\ �COR10P'•'�••0 !111111