Loading...
HomeMy WebLinkAboutPROJECT INFORMATIONAUIUM&S PEAK ROOF HEIGHT vs =% N WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7= f0 PEAK goor HEIGHT Lac ru®u na Eeuei ro 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY U BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L•• 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 NEGATIVE POSmV£ NEGATIVE POSITIVE NEGA77YE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. o' - 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 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 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 46.4 974 58.4 > JO'-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'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72,9 87.2 52.3 109.9 65.9 10-0 r �'* APR 12 2011 L?� -17a !!T PER.MITTiNG St. Lucie County, FL 6GANNED BY ;t Lucie County 19U2DING S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & GLADD/NG - S F- FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 ccET BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 1/ PEAK ROOF L•• LESS THAN 12-3- L•• GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE - NEGATIVE POSITIVE NEGA77VE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULUMATE AS.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 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 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 107.4 - 89.7 53.8 - 1579 9f.7 o' 100.5 6 784.2 92.5 55.5 163.0 978 > 120' - 140' 703.2 61: 189.2 113.5 95.1 57.1 1674 100.4 > 105.6 .4 193.6 97.3 58.4 171.3 102.8 > 160' - 180' 7078 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. 1 185.1 711.1 > 250' - J00' 117.8 70.1 216.0 129.6 108.5 65.1 191. 1 714.7 > 300' - J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > J50' - 400' 123.9 74.3 227. 1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123. 1 > 450' - 500-1 128.8 1 77.3 1 236.1 1 141:7 1 718.6 71.2 208.9 125.3 NOTFS - ----- --- -- -- - - - --- 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, 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 SEIEC71ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULUMATE AND A.SO. 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 DOCUMEM- PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). This is Not A Master Drawing, Valid Only For One -Time Permit * INDICATED DESIGN WINO 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 SHUTTER HEIGHT. :Jr* PRODUCTS WHICH BEAR A M14MI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL �too �EyGo' 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & B4H4W SHUTTERS xxx SCALE RISK CAT. 1/ BLLGS 0611 V15 1 E C L O w c. WIND PRESSURE CHART DATE T TESRNG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph hamsw. ssu. st sH. sas. MxINu rsRDD+s. R S1f6e EXPOSURE 0, Kd = 0.85 : (JeSfe rR-nn. : (JOS)e]f-15Jf DRAWING No FR-/IMR710 PLI: � Of3CmIlMv Wrt M: xe m'ciPlnM an ---f-_-j SHEET i OF 1