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HomeMy WebLinkAboutROOF FASTENER SPACING SCANNEDBy DECEIVED St tuf"P-26� maeaal sales JUN 0 8 2018 W-Crimp I � St Lucie County, Permittin n 7/16" OS B Roof Fastener Spacing (feet) Wind pee (mph) Roo Slope: 0.5:12 to 1.5:12 1 r Roo Slo e: 1.5:12 to 6:12 Roof Slope: 6:12 to 12:12 Exposure Category I Field Edgel Comer Field Edge Comer Field Edge Comer Foickness -20.7 psf -34.9 psf -52.7 psf -18.9 psf -33.1 psf -49.1 psf -20.7 psf -24.2 psf -24.2 psf 1 ^0^ .032" 3.00 1 2.501 1 1.50 1 1 3.00 1 2.50 1 1.75 3.00 1 3.00 1 3.00 Field Edg$ Comer Field Edge Comer Field Edge Comer Thickness -24.3 psf 41 psf 61.9 psf -22.2 psf -38.9 psf -57.7 psf -24.3 psf -28.5 psf -28.5 psf 13 0 C 0.032" 3.00 2.00 1.25 3.00 2.25 1.50 3.00 3.00 3.00 F] -ield Edge Comer Field Edge Comer �2FT.'.!2 ld Edge Comer Thickness -28.2 psf -47.6 psf -71.8 psf -25.8 psf -45.2 psf -67 psf psf -33.1 psf -33.1 psf 140 C 0.032" 3.00 1.7,5 1.25 3.00 1.75 1.25 1 2.50 2.50 Field Edge Comer Field Edge Comer Field Edge Comer Thickness -32.5 psf -54.7 psf -82.5 psf -29.7 psf -51.9 psf -76.9 psf -32.5 psf -38 psf -38 psf 15 0 C 0.032" 1 2.75 1 1�50 1 1.00 3.00 I 1.50 1 1 UO 2,75 1 2,25 1 2,25 Field Edge Comer Field Edge Comer Field Edge Comer Thickness -37 psf ;En psf -93.9 psf -33.8 psf -5 1.1 psf -87.5 psf -37 psf 43.3 psf -43.3 psf 16 0 C 0.032" I 2.25 1 2.50 1.50 1 1 00 2.25 1 2.00 2.00 Field I Edge Comer Field Edge I Comer Field Edge Comer Thickness -41.8 psf -70.3 psf -106 psf -38.2 psf -66.8 psf -98.9 psf -41.8 psf -48.9 psf -48.9 psf 1 7 0^ 0.032" 2.00 11.25 0.75 2.25 1.25 0.75 2.00 1.75 1.75 v I Field Edge Comer ield Edge Comer Field Edge Comer Thickness -46.9 psf -78.9 psf -118.9 psf k-4F.9 psf -74.9 psf -110.9 psf -46.9 psf -54.9 psf -54.9 psf 180^0^ 0.032" 1.75 1 1.00 0.75 2.00 1.00 0.75 1.75 1.50 1.50 Field I Edge Comer ield Edge Comer Field Edge Comer Thickness -52.3 psf ,-87.9 psf -132.5 psf [:4jF7.8 psf 83.5 psf -123.6 psf 52.3 psf 61.2 psf �1.2 psf 19 0 C 0.032" 1.50 I 1.00 0.50 1.75 0.50 1.50 1.25 1.25 Notes: 1.Allowable spacing is based on the system capacity listed in the FBC 2014 Approval,FL11560.1 and determined by'inear O- FIELD 0 interpolation of those values.113 Increase is not included for wind. ®- EDGE 2.Allowable spacing is based on an applied load de ®- CORNER termined using I A - LEAST OF 10% MINIMUM ASCE 7-10 for the Wind Speeds,Wind Exposure Categories,Roof BUILDING WIDTH OR 40% Slopes and Roof Zones shown,assuming 10 square feet of tributary OF ROOF MEAN HEIGHT BUT NOT LESS THAN 3'-0-. area,Gable roof,Enclosed building,Topographic Factor of 1, and Mean Roof Height of 25 feet. 3.Allowable spacing is determined for wind suction using the 1, combination 0.6DL+0.6W.Also considered is the appropriate inward wind pressure,20 psf live load and the weight of the panel. pp` A A I