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HomeMy WebLinkAboutWIND PRESSURE CHARTPUIL D.M'S PEAK =L-WAU to DES 0W WNdD PRM-SURK FOR COLyrE w+sNTS 8 C(ADDINO (P S F„) FOR ASS 7 10 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 fEET xc BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY "I Lucie County PEAK ROOF u L LESS THAN 7'-9" Lu GREATER OR EQUAL THAN 7'S9- AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSmVE NEGATIVE (h) U177MATE ASD. UL77MATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE I ASD. UL77MATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 _ 48.2 107.6 64.6 76.6 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 45.4. 974 584 > 30-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 61.4 > 40-50' 94.3 56.6 126.2 757 90.0 54.0 IIZ7 70.6 84.4 50.6 106.5 63.9 50-60' 973 58.4 730.3 78.2 92.9 55.7 721.5 72.9 872 . 65.9> INDIC47ED DE51GN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. 'aY L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. 'xc PRODUCTS WHICH BEAR A MMM1-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN W ND PRESSURE FOR COMPONENTS & CLADDING (PS-F.) FOR AWE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE Copy PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSU/VE f1m77VE (h) ULTIMATE ASS. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 93.6 56l2Aw 171.6 J086.2 51.7 151.9 91.1 > 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 1074 1 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z8 > 120' - 140'1 103.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 1976 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 63.1 185.1 111.1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 1963 117.8 > 350' - 400' 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 ! 165 69.9 205.1 123.1 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 1 _208.9 1 125.3 NOTES: 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 /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 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. WIND PRESSURES ARE ULTIMATE AND AS . 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 SCHEOULEjFAKE OFF SHEET, ETC). 0 s®off � �y...°me...... s ,, �°°ae o 0 � i g°e�AeeeoLo�epeo�y ° oe��UILS'�17d& Y .y°0°1 PikoE pF l0a �E1GvkS 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDGW RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANEL$ ACCORDION & BAHAMA SHUTTERS f°* DRAWN BY RISK CAT. ll BLDGS 08/09/17 9 L E (' (01 ym C, WIND PRESSURE CHART DATE 1T TESTING ✓g ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- 194 N.W. MU, A s 30A MMA WDM A .Tyne EXPOSURE D. Kd = 0.85 PAane : (J0y)9]f-ISTO . F. : (y=3)871-lwl DRAWING No EB-0006719 An.. WALTER A TILL? Jr. P.E FLORIDA De. if 44167 O1rz < SHEET 1 OF 1