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HomeMy WebLinkAboutPROJECT INFORMATIONW DINCeS PEAK ROOF HEIGHT g-`ESIGN KM PRESSURE FOR COM', .;'s & CLADDING (&SF.) FOR ASCE 7-t0 - PEAK ROOF HEIGHT LESS THAN, -'EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Lee LESS THAN 7'-9" ILESS Lee GREATER OR EQUAL THAN 7'-9' AND THAN 12'-3" Lee GREATER OR EQUAL THAN 12'-3' HEIGHTF76.4 ITIVE NEGATIVE PoSITNE NEGATIVE POSITIVE NEGATIVE (h) A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 48.2 1076 64.5 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 974 58.4 > so'-40' 54.4 121.4 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 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 9Z3 58.4 130.3 78.2 92.9 55.7 121.5 1 72.9 872 52.3 109.9 65.9 FILE;AVY SCANNED * CDICATEON�ONT WIND MAXIMUM PRESSURES END BY ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF St. Lucie Countv SLOPE., �c* L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. *** PRODUCTS WHICH BEAR A M/AUI-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL PUN DING'S PEAK ROOF UMUr vs DESIGN WIND PRESSURE FOR COMPDNEWS & CLADDING (P•S.F..) FOR ASCE 7-10 - PEAK , ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLE., LE) PEAK ROOF I- LESS THAN 12-3" Let GREATER OR £OVAL THAN /2'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - aO' 93.6 171.6 0 86.2 51.7 151.9 91.1 0' - 90' 95.6 57.4 175.2 105. 1 88.0 52.8 155.0 93.0 > 90' - 100' 9Z3 .4 178.4 1O74 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 1 97.8 > 120' - 140' 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 97.3 58.4 171.3 102.8 > 160' - 180' 1078 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' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 it 17Z8 > 350' - 4Do' 723.9 74.3 22Z 1 136.3 114.1 68.5 200.9 j 120.5 > 400' - aso' 126.4 75.8 231.8 139.1 116.5 69.9 205. 1 123. 1 > 450' - 500'1 128.8 773 236.1 141.7 118.6 71.2 208.9 i 125.3 IY(ZIGDT 1.) THIS CERTIFTEO 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, IS 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 SELEC7701V 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 INVALID /F 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.). ST' LUffftQ &DlX G D D FOR Cgpr� IV7SI0N C' DATE 1111 T°L[�NS Also`8 PMI ERT MUST BEAM i OR NO LNSPECTION WUL BE MADE.vNf m JCEAi No.44167 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & 1NDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & BAHAMA SHUTTERS '•* SCALE RISK CAT. ll BLOGS 06111115 L E C. -0, m c. WIND PRESSURE CHART DATE 77LUT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 15-188 6SS5 N.W. S6fh SM. SOS, VR oo WA ,, R M166 EXPOSURE D. Kd = 0.85 Phone : (JO5 71-1530 . Fax: (30)971-1531 No pES]T'PIIaY tUR 1ev. 1b pL5fldPOaN pen. DRAWING No EB-0006719 WALTER A. 77LUT Jr. RE. r ao it-in/11/Is 3 - - . ._ SHEET I OF 1