Loading...
HomeMy WebLinkAboutSTORM SHUTTERS COMMERCIAL (3) BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONEMT_a & .LADING MS.Ed FOR ASCE 7-10 - PEAK ROOF HE/CHT LESS THAN OR EQUAL TO 60 FEET BASIC WINO SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK I-LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND I-GREATER OR EQUAL THAN 12'-3' ROOF LESS THAN 12'-J' HEIGHT POSITIVE N£GARVE POSITIVE NEGATIVE, POSIUVE NEGATIVE (h) ULTUMIE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AID. ULTIMATE A.S.D. lNO/CAIED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END ZONE AND WTER/OR ZONE CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF SLOPES >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 ' 44.9 94.4. 56.6 *L m 570RN PANEL LENGTH, >25'-JO' 86.2 51.7 115.5 69,3 82.4 49.4 107.7 64.6 77.3 46.4 974 58.4 ACCORDION SHUTTER SLADE>JD'-4D' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHLENGTH >40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 *AIT* PRODUCTS WHICH BEAR A 97.3 58.4 1JO.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MLWI-DAOE COUNTY OR A STATE OF FLORM APPROVAL BL1/LD1NG S PEAK ROOF HEIGHT va 0£SIGN W/ND PRESSURE FOR COMPONENTS CLADDING (P.S F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak �T I BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS n RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) fl-I PEppf (fS.l i I 1 E�Go O M PEAK L•'LESS THAN 12-3' L'•GREATER OR EQUAL THAN 12'-3` ROOF HEIGHT POSITIVE NEGATIVE PoSR/VE NEGATIVE (hJ ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. T+J >60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMA 77C >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 CTs >80'-9D' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 97.3 58.4 178.410. 89.7 53.8 157.9 94.7 > 100''- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 j1�44iAiAiii�o 3--120 - 140' 103.2 .9 189.2 1 95.1 57.1 167.4 100.4 11111 A. T1 > 140'- 160' 105.6 6J.4 193.6 116.2 97.3 58.4 171.3 102.8 111111.�P\,��•C ENS/,�� > 160'- IBD' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 1 .\ , _ >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 106.1 ,Q No.. 44167 � >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 '* . >300'-J5D' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 : 5• >350'-400' 123.9 74.J 227.1 136.J 114.1 68.5 200.9 120.5 STATE OF >4ao'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 _ ��••••.C�ORIOP•'•��11111�/y/�� >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 This is Not A Masler Drawing. Valid Only For One Time Permit. NO I.)THIS CMRED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,RASED ON ASCE 7-10,FOR A 8451C WIND SPEED OF 170 MPH,AND 2014(5th EDHION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK C4TEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECIFIC PROTECT. WN 2.)THIS WINO LOAD CN4RT MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BU/LO/NG PERMIT ASCE OLS, C WIND PRESSURE CHART f-. AS STORM PANELS,ACCORDION&84FL4M4 SHUTTERS J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE RASED ON THIS GENERIC WIND LOAD CHART. RISK C4T. II BLDGS OB/il/15 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 4.)1N/5 WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. L E CO I„e, WINQ PRESSURE CHART 0A7E TILLIT TESTING R ENGINEERING COMPANY BASIC WIND SPEED- 170 mph f 5-f L38 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY _ e.Tse KN seeti x sM.ue,wvDuu c�xcO�a Tc]]tae EXPOSURE D,Kd-O.B5 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPEN/NG SCHEOULE/TAKE OFF SHEET,ETC.). 7l-I's'Tn•sor'(.Im)BTI-lvl q0;rs, amvnpr an xr,la e�.a ew• DRAWING No fB-0006719 WALTER A.TILLIT Jr.P.E. aA II-nt FLORIDA Dc. 44167 ,T [gUlue a SHEET I OF 1