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WIND PRESSURE CHART
osaSME FOR COx%PONENTS CLADDING (P.S F) FOR ASCE 7-10 - MK ROOF YMMT IRSS THAN DQR n1FA1 TO 60 FEET BASIC WIND SPEED = 170- mph RISK CATEGORY: I1 BUILDINGS RESIDENTIAL; APARTMENT BUILDINGS & COMMERCIAL. BUILDINGS -(RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 7,-8" - 1- GREATER OR EQUAL THAN 7'-'9' AND .LESS THAN 12'-3" I' GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATNE POSUNE NEGATIVE - POSITIVE NEGA77VE (h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE ALSO. UL77MATE A.S.D. ULTIMATE A.S.D. ULTIMATE_ ASD. 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 'i 20'-25' 83.6 50.2 111.9 67.7 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 1077 64.6 77.3 46.4, 97,4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 - 86.6 52.0 '1133 68.0 81.2 48.7 102.4: 61.4 > 40' 50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 f 06.5 63.9 _ > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 1 121.5 72.9 1 87.2 52.3 109.9 65.9 SCANNED BY St. Lucie County BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS 0 CLADDING (P $Fl FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY B BUILDINGS i RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED MAY 17 Z019 Si. Lucie county, Permitting PEAK ROOF I- LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULDMAT£ A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. > 60' - 70' 91.5 54.9 167.7 100.6 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 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > go' - too' I 97.3 .58.4 178.46125.1 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 92.5 - - 55.5 163.0 - 97.8 > 120' - 140' 103.2 61.9 189.2 95.1 571 167.4 100.4 > 14o' - IGO' 105.6 63.4 193.6 97.3 58.4 171.3 102.8 f07.8 FTV77 197.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 105.2 63.1 185.1 111.1 > 250' - 300' 177.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 30o' - 35o' 121.0 72.6 221.9 133.1 111.5 56.9 196.3 117.8 > 350' - 400' 123.9 74.3 22Z I 136.3 114.1 68.5 200.9 120.5 > 400' - 450 f 26.4 75.8 231.8 139.1 116.5 69.9 205. 1 123.1 > 45o' - 5oo'l 128.8 77.3 236.1 1 141.7 118.E 1 77.2 208.9 125:3 �1.)No THIS IFIED 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 SITE SPECIFIC PROJECT. 2) THIS WIND LOAD CHART MUST BE SIGNED; SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. S), CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASD. 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 MIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEEF, OPEWNG SCHEDULE/TAKE OFF SHEET, EEC.). INDICA70 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: T PRODUCTS WHICH BEAR A MWMI-DADS COUNTY OR. A STATE OF FLORIN APPROVAL REVIEWED FOR epeoed6ddvaa��000 CODE COMPLIANCE °°° ���...... � ST. LUCIE COUNTY oa�8 � BOCC �o eel rd%U5� fo-Q� .. o q f�,d7 �V a4 1 2 / ���®pgd®lP9s.1 LILT [1 2017 (6th £DTDON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. ' 7- IN .