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HomeMy WebLinkAboutWIND PRESSURE CHARTHOLDING'S PEAK ROpF HEIGHT Ms DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.Fa FOR ASCE 7 to PEAK ROOF HEIGnT LE4s ryAN Og EQUAL To 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED FEB 0 9 2018 ET. LuSl4 County, PermItti 9 EAK OOF I' LESS THAN 7'-9" L•x GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3' I'GREATER OR EQUAL THAN 12'-3" EIGHT POSI77VE NEGATIVE POSmVE NEGATIVE POSITIVE NEGATIVE U76.4 ULTWTE UL77MATE ASD. ULTIMATE AS,D. ULTIMATE A.S.D. ULTIMATE ASD. 15' 76.4 45.8 J02.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 1 51.8 > 1 -20 80.4 1076 76.8 46.7 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 711.9 677 79.8 479 704.4 62.6 74.8 44.9 94.4 56.6 > 75'-30' 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 12f.4 72.8 86.6 52.0 713.3 68.0 81.2 48.7 102.4 61.4 > 40'-5D' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 1065 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 SCANNED st LUc a County INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. �: At L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. *�[* PRODUCTS WHICH BEAR A M/AMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL HOLDING'S PEAK ROOF HEIGHT n DESIGN WIND PRESSUREFgj3SUgE FOR COAIPON NTS d OADUNG (P.S F;) FOR AkE 7 10 PEAK ROOF HEIGHT GMTER THAN 6D FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 12-3' 1' GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE FA.SD. ULTIMATE A.S.D. ULTIMATE A.&D. > 60' - 70' 91.5 54.9 16Z7 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' 95.6 574 175.2 105.1 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 1 f0.5 92.5 55.5 163.0 978 > 120' - 140' 10.32 61.9 189.2 113.5 95.1 57- 7 1674 700.4 > 140' - 760' 105.6 63.4 193.E 116.2 973 58.4 171.3 102.8 > 160' - 180' fOZ8 64.7 1976 118.6 99.3 59.6 174.9 704.9 > 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' - 3O0' 1178 70.1 216.0 129.6 108.5 65.1 791.1 1 44.7 > 300, - 350, 121.0 72.6 221.9 133.1 111.5 56.9 196.3 11Z8 > 350' - 400' 123.9 74.3 227. J 136.3 114.1 68.5 200.9 120.5 > a0o' - 4s0' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 45D' - 5Oo' 128.8 773 236.7 141.7 f i8.6 71.2 208.9 125.3 N07E5: I.) 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 /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 77ME 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 ULTIMATE AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED /NVAUD 7F ALTERED BY ANY MEANS. 5.) DESIGN WIND LCAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SIW1 BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE4AKE OFF SHEET, ETC). is-� • � ; .. Plod �fS J �E�Goj RDDI V10NTY3T. LUCCO REVIEWED FOR Co ➢ V' 'sYRLD IIY I'LAN3liR;5PE ]' s Rb 6-�aS'. OR NO MPEOTION WmL AE bwu • No.44167 *.IN t xo'STAlE Of �� % 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST.. LUCIE & INDLAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAHIAMA SHUTTERS xxx DRAWN BY RISK CAT. 11 SLOGS 03109117 L I E C® i N c. WIND PRESSURE CHART DATE SilNO & ENGINEERING COMPANY BASK WIND SPEED = 170 mph n. se sr in wAsnm GVAM a .ores EXPOSURE D. Kd = 0.85 17- 194 PEJ0f-$=. Fm:.(AOSNn-rsT1 ES-0006779 DRAWING No m. ea °��^.' mrz ay. w maGsmX mrz WALIER A 1/1 Jr. P.F. mA 15-1m FLOR7DA Lie. ,p 44167 a 71 • SHEET I Of 1