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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT s OES/GN WIND PRESSURE FOR COMPO._•-._1S A CLADD/NG (&&Fa FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) or, BY St. Lucie County PEAK ROOF L*' LESS THAN 7'-9" ILESS L' GREATER OR EQUAL THAN 7'-9' AND THAN 12'-3" L** GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGA77VE POSITIVE NEGA77VE POSIRV£ NEGA17YE (h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULnUAT£ A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 1 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 775.5 69.3 82.4 49.4 1077 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 > 4D'-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 > 5o'-6D' 973 58.4 130.3 78.2 92.9 55.7 127.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8S.Fa FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L** LESS THAN 12-3" L*' GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATNE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77947E A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 1030 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 68.0 52.8 155.0 93.0 > 90' - '100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > Tao' - O' 100.5 60.3 184.2 17 .5 92.5 55.5 163.0 97.8 D' - 140' 103.2 61.9 189.2 11 3. 95.1 57. 1 167.4 100.4 > 40' - 160' 105.6 63.4 193.6 116.2 97.3 1 58.4 171.3 102.8 > 160' - 180' 107.8 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 60.7 178.7 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 171. 1 > 250' - 300' 1178 70.1 215.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 7.9 J ; 7178 > 350' - 400' 123.9 74.3 227.7 136.3 114.1 68.5 200.9 720.5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.5 69.9 2011 123. 1 > 450' - 5oa' 128.8 77.3 236.1 141.7 118.6 71.2 2089.i 125.3 NO I.) THIS CER77RED 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 C47EGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM 77ON 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 SELEC770N OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE VLRMATE AND AS 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 INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDIDONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. aFAt PRODUCTS WHICH BEAR A MUMI-DARE COUNTY OR A STATE OF FLOR04 APPROVAL 9T. LUC171,"Z'-� O -jW �VURT1%FORCpBUfLDLVG DIy I01y OR OS� PECTIRp ZMUSTBE� `i N 5' L BE ryL1DE, cD11T-r0n A. 77, ;$jENSF No. 44167 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MART]N, ST. LUCIE & INDIAN RIMER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & BANANA SHUTTERS *** SCALE RISK CAT. If BLDGS 0611 V15 WIND PRESSURE CHART DATE TILL/T TESTING & ENGINEERING COMPANY __ WIND SPEED a 170 mph 15- 188 6J5J N.W. J6tlM. at'JN. J0S WR A G40LMS fL M166 EXPOSURE A Kd = 0.85 Phone : (J0Sp]1-I53G . Fa : (J0)671-lWf DRAWING No EB-0006719 �' x° utx'v®°°x °nr M' x' I. °tsru'1a6 n�>r WALTER A. 77U T Jr. P.E. 1 an n-rn /rrps J I SHEET I OF I _ FLORIDA Lic. $ 44167 2 1 J • m1Nr¢S rsI * I- -