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HomeMy WebLinkAboutWIND PRESSURE CHARTPSF `41c9 a�1p,9 e CoUn ymOD( BASIC 'WIND SPEED = 170 mph, RISK CAT RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL �3C•al� : • � r- • PEAK ROOF 'i L' LESS THAN T-9' � - L- GREATER OR EQUAL THAN 7'-'9` AND LESS THAN 12-3' Z" GREATER OR .EQUAL THAN 12'-3' HEIGHT POSITIVE -NEGATIVE _ POSITIVE NEGATIVE:. . ; : POSITIVE "' NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE AMD. D' - 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 1OZ6 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 49.4 107.7 64.6 77.3. 46.4. 97 4 58.4 > 30'-40' 90.7 54.4 12 1. 4 72.8 86.6 52.0 113.3 68.0 81.2 - .48.7 102.4 61.4 > 40'_50' 94.3 56.6 126.2 75.7 90.0 54.0 1 177 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 72.9 872 52.3 109.9 - 65.9 INDICATED DESIGN WIND PRESSURES - CORRESPOND TO THE M4XIMUM 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 MGUAI-DADE COUNTY OR. A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COk1PON£N7 S 13 CLADDING MIE) FOR AWE 7-10 - P£AK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3- HEIGHT POSITIVE NEGATNE .. PoS/T/VE NEGATVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 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 > 90' - 100' 1 97.3 - 58.4 178.4 107.4 - 89.7 538 _ 157.9 94.7 > 100' - 120' 100.5 60.3 184,2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 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 > T6o' - TBo' 107.8 64.7 197.6 :118.6 99.3 59X 174.9 104.9 5-180' - 209J 109.8 - 65:9 201.3 120i8 _ 101. 1 60.7 178.1 105.9 > 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 * .io0' - 350"1 121.0 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' 1214 - 75.8 231.8 139.1 116.5 69.9 205.'i1 1231 > 450' - 5D0' 128.8 . .7Z3 236.1 141.7 118.E 71,2 208.9 125.3 M07ES: 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 APPLICABLE RISK CATEGORY BUILDING & EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT. 2) THIS WIND LOAD CHART MUST BE SIGNED; SEALED .AND 047ED BY THIS ENGINEER IF USED TO OBTAIN -A ONE TIME BUILDING PERMIT- S) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WHO 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 W/ND LOAD CHART SHALL BE /NDICATEO ON A SEPARATE DOCUMENT PREPARED BY ,THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET. OPENING SCHEDULE/FAKE OFT SHEET, ETC.). _ SCPNYE� St Lu$e GoUr�y QED FpR Co®e1E Go oov S PEpp4 `Ft.l 00 �NS -�,!I, 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, ALIRTIN, ST. LUCIE & INDIAN RNER COUNTIES A E 7-10 / WIND PRESSURE CHART PANELS, ACCORDION & BAHIM SHUTTERS L:C. DRAWN BY " RISK GAT. 11 BLOGS 08109117 DATE 0 WIND PRESSURE` CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.85 - - I . - 17-?94 DRAW/NG No TILL? TESTING & ENGINEERING COMPANY 6M5 N.W. MW SL, Sfa 305, VYY'PL4 O M D..31166 G9 Phme : (305J6T1-1330 . I.: (3D6)/1-1531 E8-00067.19 WALTER A 77LLIT Jr. RE -FLOR/DA Lk. 1.44167 'm .' ° o u..& 1 :1 .. ": 00 15-166 /w/l J I. SHEET i OF 1 3' A