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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS CLADDING (PISS.) FORDO - 'PEAK ROOF HEIGHT LESS- THAN OR MUM TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENTBUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF L" LESS THAN 7'-9" _ Lx• GREATER OR EQUAL THAN 7'-9- AND LESS THAN 12'-3' L- GREATER OR EQUAL THAN 12'-3" HEIGHT POSUVE NEGATIVE - POSITIVE - NEGA77VE - - POS/FIVE - - NEGATIVE (h) ULTIMATE A.S.G. ULTIMATE A.S.D. ULi/MATE A.SO. ULTIMATE_ A.S.D. ULTIMATE A.B.D. ULTIMATE A.3D.., 0" - 15, 76.4 45.8 102.4 61.4 73.0 1 43.8 95.5 57.3 68.5 41.1 86.4 51.8 >" 15'-20' 60.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 171.9 671 79.8 479 104.4 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 _. 64.6 773 46.4 974 .58.4 > 30'-40' 90.7 - 54.4 121.4 72.8 - 86.6 .32.0 - 113.3 68.0 8 LIT 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 50.6 106.5 53.9 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 6519 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF,,) FOR AS CE 7-10 -PEAK ROOF HEIGHT GREATER- THAN 60 FEET BASIC WIND SPEED = .170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) TPIM-4- 1 PEAK HOOF L•• LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3.' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SO. ULTIMATE A.S.D. ULTIMATE A.SD: 91.5V562 1677 84.3 50.6 748.4 89.0 > 70' - e 93.6 171.6 103.0 86.2 51.7 151.9 91.1 95.6175.2 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 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 1630 978 > 120' - 140' 103.2 61.9 189.2 - - 113.5 95.1 571 167.4 - 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 5&4 171.3 102.8 > 160' - 180' 107.6 64.7 1976 718.E 99.3 59.5 174.9 164.9 > 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' - 30O' 1176 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 30O' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 -120.5 >-400'- 450' 126.4 75.8 23L8 739.1 116.5 69.9 - �205.1 123.1 > 459'-- 500' 128.8 773 236.7 741.7-- 118.6 796 208.9 125.3 NOT£5: 1.) 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 APPUCABLE RISK,C4TEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SUE SPECIRC PROJECT. 2.) THIS WIND LOAD CHART MOST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT 3.) CONTRACTOR OR PERMIT HOLDER. TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WHO. PRESSURES ARE ULTIMATE AND A.S.D. 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 SCHEDULE/TAKE OFF SHEET, ETC). INDICATED :DESIGN WINO 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 B4HAM4 SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M14MI-1ADE COUNTY OR A STATE OF FLORIDA APPROVAL PEPpf `fS RO 1GO 2014 (5th EDITION) FLORIDABUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES