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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7- f 0 - PEAK ROOF HEIGHT LEss THAN OR EQUAL TO 60 cccr BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County 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 POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 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 95.5 573 68.5 41.1 86.4 51.8 > 15'-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 50.2 111.9 671 79 88 47.9 104.4 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 77.3 46.4 g74 58.4 > 30'-40' 90.7 54.4 127.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 67.4 > a0'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117,7 70.6 84.4 50.6 706.5 63.9 > 50-60' 97.3 58.4 130.3 78.,2 92.9 55.7 121.5 72.9 67.2 52.3 1 109.9 1 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEAT �r BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILL C"U""'PY PEAK ROOF L" LESS THAN 12-3' 1' GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 93.6 171.6 _ 86.2 51.7 151.9 91.1 > 60' - 90' ` 95.6 574 175. 105.1 66.0 52.6 155.0 930 -9 ' - DO' 973 8.4 178.4 .4 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 1 113.5 95.1 57. 1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 107.8 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' - JOO' 117.8 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 117E > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 1 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 500'1 128.8 773 236. 1 141.7 118.6 71.2 208.9 1 125.3 N07ES 1.) THIS CERTIFIED SIGNED AND SEALED WINO 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 70 OBTAIN A ONE TIME BU2D/NG 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 ULRMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHRT SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEWS 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., SPROWSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). * 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 SOMMA SHUTTER HEIGHT. ST. L�Ci� �OUN qP (G DIVISION REVIEWED FOR COZMLUWE REVVED RY ee DATE r TEAMS APRs FERMIT MUST BE KEPT ON JOB OR NO L\SPECTION WILL BE MADE. *:IC PRODUCTS WHICH BEAR A M/AMl-DARE COUNTY OR A STATE OF FLORIDA APPROVAL ?E pf �FSa �W GN' 7 %AMUE ' rvvrrr,rr 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & 1ND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & B4H4W SHUTTERS "' SCALE RISK CAT. If BLOGS 06/T1115 WIND PRESSURE CHART DATE 77LUT TESTING & ENGINEERING COMPANY BASIC WHO SPEED = 170 mph eilM N.W. MU` SL S Jos. wlG DAWDDAS R. Mies EXPOSURE D, Kd a 0.85 15- 188 PTwne : (J0.4)97I-IS.TD . I.: (MV71-IWI Wm oar arOWv nuT m: Ie oarmWaW �� DRAWING No EB-0006719 WALTER A. RLUT Jr. P.E. r a0 II-m 171s s FLORM Uc. # 44161 • .T tnuxmsWMA51 4 _ _ SHEET 1 OF 1