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HomeMy WebLinkAboutWIND PRESSURE CHARTRU/LOM'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADAW (8ZE) FOR AN'E 7 10 PEAK ROOF HEIGHT LM THAN OR EQUAL To 0 cccr BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) / #unoo aionj •IS RECEIVED A8 43NNHDS 2 2018LIACOO cie unty, permitting PEAK ROOF I- LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L*' GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE F76.4 NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) TE ASD. ULTIMATE 5 A.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE ASD. ULTIMATE AS.D. 0' - 15' 45.6 102.4 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 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.E 50.2 l 17.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 715.5 69.3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'- 0' 94.3 56.E 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.E 106.5 63.9 5D'-sD' 973 58.4. 130.3 8. 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 INDICATED 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 SHUTER HEIGHT. PRODUCTS WHICH BEAR A M~-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN HOW PRESSURE FOR COMPONENTS & CLADDING (P S FF.) FOR AWE 7 10 PEAK ROOF HEIGHT GREATER THAN an FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY # BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) - Fi� rwvY ST. L REVIEWEDFOR "DVVGDNIS REVIiS✓ED DATE I'LAIVSAFYry Tvs:l:i�rlaa OR GypnSPECTIO�DE. 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 A.SD. ULTIMATE A.S.D. ULTIMATE A.SD. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 69.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 00' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 so' - 100' 973 58.4 178.4 707.4 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.6 > .120' - 140' 103.2 61.9 18-9 2 113.5 95 1 571 167.4 100.4 >.140' - 160' 105.6 63.4 193.6 116.2 973 1 58.4 171.3 102.8 ' - 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 50.7 178.1 106.9 > 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 f08.5 65.7 191,1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 227.1 - 136.3 1 14. 1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 1165 99.9 205. 1 123.1 1-4'f7- -1f8:6- - 71:2-- --2089- -'125.-3 NO7£S: 1.) THIS CER7TFIED 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 & EXPOSURE, IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORM4RON FOR A SITE SPECIFIC PRO✓ECT. 2.) THIS WIND LOAD CHART MUST 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 SELECT70N OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77M47E AND ASD. PRESSURE 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INYAUD IF ALTERED BY ANY MFANS. 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, ETD). �0�`;��� No.44167 •s't S7AjEof PE pf (0.) Go 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BE4CH, MARTIN, ST. LUCI£ & IND14N RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & BAWW SHUTTERS *** DRAWN BY RISK CAT. ll BLCGS 08109117 I L E C O I N C. WIND PRESSURE CHART DATE SANG & EAIG/NEER/NG COMPANY BASIC NNO SPEED = 170 mph D. Sr Sfe. Sox vvwrNu GARDENS 1L JS166 EXPOSURE D. Kd = 0.85 17-194 (xsJe EB-00006719 . 19 (ms)G71-fWl DRAWING No B-0ONAn"a �>�' arz WALTER A 77LUT Jr. P.E. I1 MO I6-I89 71 ° SHEET i OF 1 FLORIDA Uc. ® 44167