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HomeMy WebLinkAboutWIND PRESSURE CHART4 0HT ros DESIGN WHO PRESSURE FOR CO WAO TS BASIC WIND SPEED = 170 RESIDENTIAL; APARTMENT BUILDINGS WHOLESALE) FEW ROOF I- LESS THAN 7'-9.' :I- GREATER OR EQUAL THAN 7'19" AND LESS THAN 12 =3' � L" GREATER OR EQUAL THAN 12'-3' HEIGHT .. posmw NEGATIVE POSf71YE. _ NEGATIVE ; ; POSITIVE NEGATIVE (h) ULTIMATE A.S.D.- UG R1G17E A.SD. ULTIMATE ASD: ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE AS.D. 0' -- 15' -� _ 76.4 - 45.8 102.4 61.4 73.0 43.8 95.5 573 68:5 41.1 _ _ 86.4 51.8 > /5'-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' 83.6 50.2 111.9 - 67.1 79.8 - 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30" 86.2 5.1.7 115.5 69.3 -82.4 49.4 707.7 64-6 77.3, 46.4, 97,4 58.4 90.7 54.4 121.4 _72.8 - 86.6 52.0 113.3. 68.0 81.2 41.7 f 02.4 61.4 -> 40' 50' 94,3 56.6 126.2 75.7 90.b 54.0 117.7 70.6 84.4 50.6i f06.5 63.9 _ > 50'-60' 973 58.4 130.3 55.7 121.5 72.9 87.2 - 52.3 .109.9. 65.9 BUICOING'S PEAK ROOF HEIGHT Ys DESIGN WIND PRESSURE FOR COMPONENTS CLADDING (P.SF) FOR ASCE 7-10 PEAK ROOF HEIGHT GREATER THAN 60 FEET aY BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS+ RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIALS BUILDINGS (RETAIL, WHOLESALE) - . RECEi = APR 0 9 2019 :ST. Lucie County, Permittln PEAK ROOF Lax LESS THAN 12-3 -' - L" GREATER OR EQUAL THAN'12'-3' -- - HEIGHT POSITIVE NEGATIVE - ' -'POSITIVE NEGATIVE (h) ULTIMATE -. A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.So. "> 60' - 70' 91.5 - 54.9 167.7 100.6 - 84.3 50.6 148.4 - 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 .15.1.9 .. 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 9o, - loo' 973 - 58.4 178.4 _ .107.4 89.7 - 53.8 1579 . 94.7: > loo' - t2o' 100.5 60.3 184.2 110.5 92.5 - - 55.5 163.0. - 978 > 120' - 140' _ 103.2 61.9 189.2 113.5' 95.1 57.1 467.4 100.4 > t4o' - 16o' 105.6 63.4 193.6 116.2,1 97.3 1 58.4 171.3 :.102.8. > 7S0' =-f86' 107.8 r'64 7' 1976 1 f8:6 99.3 - 59.6 174.9 104.9 7-180' = 2re 109.8 :9 - 201.3 120.8- - 101.-1 60.7 178.Y 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 . 185.1 111.1 > 250' - 300' 177E 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 360' - J50'1 121.0 72.6 _ 22119 - 133.1 111.5 66.9 196.3 17.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 20.5 > 400' - 450' -126.4 75.8 =- 231.8 - 139.1 :116.5 69.9 205.1 23.1 _ 2125.3 > 450' - 500' 128.8 77.3 236.1 141:7 118.6 71.2 208.9 '1.) THIS 77REO 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 /NFORM4770N FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED; SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN, WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART WIND PRESSURES ARE UL77MATE.AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE /NDIC47ED ON A SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDUUE/AKE OFF SHEET, ETC). SCANNED BY St. Lucie County 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 B4HvM SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M/AMI-OADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING SCHEMATIC REVIEWED FOR - .. 4GBdOdvA9D6aPoao� CODE COMPLIANCE ov �?'� ST. Lll IE E®CC lJNTl( a g � o a 19. FILE 2017 (6th EDITION) FLORIDA BUILDING CODE BROWARD, PALM BEACH, MARTIN, ST L CIE ASCE 7=10 / WIND PR£SSURE.CH. :STORM PANQS ACCORDION & BQID6MA SHUII RISK CAT. 1/ BLOGS 0 ©erac. WIND PRESSURE CHA@Ri TILL? TESTING a ENGINEERING COMPANY BASIC WINO SPEED = 170 mph u 5 MR 36M 6G, 6 =. VIRGm¢4 GARDENS A M166 EXPOSURE D, Kd = 0.85 L.C. exx DRAWN BY 08109117 DATE 17-194- one 'DRAWING No SHEET 1 OF' 1