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HomeMy WebLinkAboutWIND PRESSURE CHARTAWL M'S PEAK RODE HEIGHT vs DESIGN WIND PRESSURE FOR CO3urjHMS & CLADDING (P S F,jMOR ASCL 7 10 PFAK ROOF HEIGHT LESS TM®ni OR Fn1L®/ Ye s® FEET �r BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I' LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'E9" AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POS? NEGATNE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ISO. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE ALSO, 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.6 95.5 573 68Z 41.1 86.4 51.8 > 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 > 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 > 25'-30' 1 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77..3 46.4. 974 58.4 > 30'-40` 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 4a'-5o' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 6_3.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS R CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET � BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY �rzIm-f -191nz 0L3I PEAK ROOF L" LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSmVE REGARVE (h) ULTIMATE A.S.D. ULTIMATE ASO. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.E 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 8o' - 9o, 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 9D' - loo' 973 58.4 178.4 107.4 89.7 53.8 157.9 94.7 1> ia0' - i2:' 100.5 60F3 184.2 y0."5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 1 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 .123.1 > 450' - 500' 128.8 1773 236.1 141.7 118.6 71.2 208.9 125.3 NOJES: 1J THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE SPECIFIC PROJECT. 1) THIS WIND LOAD CHART MUST BE S/GNEQ SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE LIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND ASO. PRESSURES. 4J THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY THE COM5AC70R OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED By THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC). INDICATED DESIGN WMD PRESSURES CORRESPOND TO THE MA#MUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ice* L = STORM PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR SQ MA SHUTTER HEIGHT A'CaY PRODUCTS WHICH BEAR A MIAMPDADE COUNTY OR A STATE OF FLORIDA APPROVAL PRo0GA' l�� �SO, 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDGW RIVER COUNNES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & B41fAMA SHUTTERS' **" DRAWN BY RISK W. H SLOPS 08109117 PLIEC 0 INC. WIND PRESSURE CHART DATE BASIC WIND SPEED = 170 mph 57/N0 d ENGINEERING COMPANY EXPOSURE D, Kd 0.85 17- 194 !h SL SI> .TON, VFR : JWJ57LS n J.i166 (309)8 ES-00 . 71 : (J0518TI-1!l) fay. a¢ m. x. 06[SOMY art DRAWING No EB-0006719 WATER A ULUT Jr. P.E. 1 wD 1s-fee /1 ' _ FL40RIDA Ue. f 44167 2 e SHEET I OF 1