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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT.vs DESIGN WIND PRESSURE FOR COLL-":VENTS A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQ ' TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS' RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCgNNEo By St. Lucie Counttr PEAK ROOF L*• LESS THAN 7'-9" L** GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61,4 73.0 43.8 95.5 SZ3 68.5 41.7 86.4 57.8 > 15'-20' 80.4 48.2 IOZ6 64.5 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 _ > 20'-25' 83.6 50.2 111.9 6Z 1 79.8 47.9 104.4 62.6 74.8 j 44.9 94.4 56.5 > 25-30' - 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 77.3 !i& 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 66.6 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 11Z7 70.6 64.4 L50.6 1 106.5 63:9 58.4 130.3 78.2 92.9 55.7 121.5 i 72:9 87.2 1 52.3 1 109.9 65.9 trot -W 7 LUCiE COUNTY BUILDING DPlIBION VIENED FOR COWj SCE ✓AWED ➢Y LNS Ala) FERMIT MUST BE IaPT ON JOB NO LIN•SPECTIOY SVIL,L BE MADE. BASIC / SPEEDI y:•• 5BUILDINGS OINCS (RETAIL, WHOLESALE) G ?rho. `.9 �d � g _._.., PEAK ROOF H* LESS THAN 12-J' L** GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE - NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE AS.O. ULTIMATE A.S.D. ULTMATE A.S.D. ULTIMATE I A.S.O. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 1 89.0 > 70' - 80' 93.6 56.2 177.6 103.0 86.2 51.7 151.9 91.1 > 80, - 9o, 95.6 57.4 175.2 105.1 158.0 52.8 155.0 93.0 > 90' - 100' 9Z3 58.4 178.4 1OZ4 89.7 - 53.8 157.9 - 94.7 > 100' - 120' 100.5 60.3 784.2 110.5 92.5 55.5 163.0 9Z8 > 120' - 140' 10J.2 789.2 113.5 95.1 57.1 1674 100.4 r40' - 1s ' 105.6 63 193.6 116.2 9Z3 58.4 171.3 102.8 - 1 10Z8 1976 6 99.3 59.6 174.9 104.9 109.8 65.9 207.3 120.6 101.1 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' 11 Z B 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 66.9 196.3 1178 - 400' 19 23. 74.3 22Z1 136.3 114.1 68.5 200.9 -120.5 > 40D' - 45D' 126.4 75.8 231.8 1 139.1 116.5 69.9 205.1 123.1 > 450' - 500'1 128.8 1 7Z3 I 236.1 1 141.7 1 178.E 1 71.2 208.9 125.3 NO 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WINO 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 SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES, ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN KIND 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.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COND177ONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. x: PRODUCTS' WHICH BEAR A M/AMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL ?E pf C4S.1 o0Go 2014 (51h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN' RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & B41-L4MA SHUTTERS *** SCALE RISK CAT. I/ BLOCS 0611VI5 L E C O 1 N C. GATE WIND PRESSURE CHART 15-188 DRAWING No BASIC WIND SPEED - 170. mph, EXPOSURE D. Kd - 0.85 " 1T TE577NG & ENGINEERING. COMPANY N.W. J6N SL('6M ". WR m GWOFNS R JJ166 ft.: (JQS)67J-IWO. Fm : (J )6)1-ABTA EB-0006719 WATER A 77LUdT Jr.P.E.r ,._ W. N. usmrrxw wrr raw. No wswvmN wrt _ an rr-rn _ __.__ /J.r/Js __�,.� . a _ _ SHEET 1 Of 7