Loading...
HomeMy WebLinkAboutS-207 - ROOF COMPONENT _ CLADDING3 U 3 - 2 Q 2 3 2 3 / I ` ROOF COMPONENT AND CLADDING PLAN s-z07 1" = 10'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ((�� `�v G'lBnrJnwJ�L x DATE: 07/22/19 ROOF COMPONENTS & CLADDING WIND PRESSURES WIND LOADING ASCE 7-10ENCLOSED MEAN ROOF HEIGHT = 55'-11 1/2" MAX EXPOSURE C BUILDING CATEGORY / RISK CATEGORY= II WIND SPEED = 115 MPH VELOCITY PRESSURE = 17.96PSF (WORKING FOR ALLOWABLE) INTERNAL PRESSURE COEFFICIENT = +/-18 (ENCLOSED) 10 PSF USED FOR DEAD LOAD IN CALCULATING NET UPLIFT PRESSURES. FOLLOWING UPLIFT PRESSURES BASED ON Atrib=10 SF ZONE 1 WIND UPLIFT = 21.19 PSF. ZONE 2 WIND UPLIFT = 33.76 PSF. ZONE 3 WIND UPLIFT = 49.92 PSF. ZONE 2 WIND UPLIFT (OH) = 42.74 PSF. ZONE 3 WIND UPLIFT (OH) = 69.67 PSF. FOLLOWING PRESSURES BASED ON Atrib=20 SF ZONE 4 & 5 MAXIMUM POSITIVE COMPONENT AND CLADDING PRESSURE = 23.87 PSF ZONE 4 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRESSURE = -25.99 PSF ZONE 5 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRESSURE = -31.27PSF BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4.GOm RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: .. G.1N Cr: p\Bi Eq .S,aO �•e" Fd��9c NO. 11 OZ 0]`96 O Ic .� .,yoFI ANP' `2 SSS'ONAL B� ADAM GINSBURG, PE anw.ye..:w Owner: 1� �I THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME©„ CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 I NSO. DELTA SATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENTISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY TJ CHECKED BY AJG PROJECT NO, B4-134-1705 SHEET NAME ROOF COMPONENT & CLADDING DRAWINGS NO. S=207