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HomeMy WebLinkAboutWIND PRESSURE CHARTs BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & MADAM (&S-F.) FOR ASCE 7 10 PEAK ROOF HEIGHT LESS THAN OR E70UAL 770 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L** LESS THAN 7'-9' L** GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' Lxx GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEWDVE POSITIVE NEDATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. LILT/MATE A.SD. 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 > 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' 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 77.3 46.4 9Z4 58.4 > 3o'-a0' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > a0'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 W&DING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENS 8' CLADDING (P S F) FOR ASCE 7 10 PEAK ROOF H GHT GMTER THAN 60 FEET aK BASIC WIND SPEED = 170 mph RISK CATEGORY 1/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L** LESS THAN 12-3' L** GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NECATIYE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULT/M47E A.S.D. > 60'R-_70' 91.5 _54.9 16Z7 100.6 84.3 50.6 148.4 89.0 93.6 Wa.2 ) 171.6 �103:0, 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 5Z4 175.2 f05.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 107.4 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 > 120' - 140-1 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160, - 180' 10Z8 64.7 197.6 118.6 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 68.5 209.2 125.5 105.2 631 185.1 -Ti -11 > 250' - JOo' 1178 70.1 216.0 129.6 l08.5 65.1 191.1 114.7 > 300' - J50' 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 > aoo' - a50' 126.4 75.8 231.8 139.1 116.5 69.9 205. 1 123.1 > 450' - 500' 128.8 7Z3 236.1 141.7 118.6 71.2 208.9 125.3 NO)£S: 1.) THIS CERRBED SIGNED AND SEALED WHO LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPU04BLE RISK CATEGORY BUILDING & EXPOSURES /S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE RME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 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 THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC.). No.44167 xo STATE OF �I * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * PRODUCTS WHICH BEAR A MMMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING SCHEMATIC ile COPS' AN�%%�EW"D6�'R-d'C ODE COMPLIANCE ST. LUCIE CQUNqTY BOCC * 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANED ACCORDION & B4HM.14 SHUTTERS **x DRAWN BY RISK CAT. Il BLDGS 08109117 L I E C O i r c. WIND PRESSURE CHART DAI F IT TESTING & ENG/NEER/NO COMPANY BASIC WIND SPEED = 170 mph NW. . stz 34 vucmu CA,®7T15 n vrss EXPOSURE D. Kd = 0.85 17- 194 PAane : (4;i-rsm . F. : (")an -Isar DRAWING No ES-0006719 av �' oowrnm' rLrt sv x, arsavmv art WALTER A TILUF Jr: P.E. r or0 rs-Im /I a I SHEET 1 OF 1 FLORIDA Dc. f 44167 2