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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P SF,) FOR ASCE 7-10 - PUK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ae BASIC WIND SPEED = 770 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCABN/N�b St. Lucie t% RECEIVED JUI. 087.017 PEAK ROOF I- LESS THAN 7•_g^ Lxx GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' Cxx GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGARVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. 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 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 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 715.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 > 3D'-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 1177 70.6 84.4 50.6 706.5 63.9 973 58.4 /30.3 78.2 92.9 55.7 127.5 72.9 87.2 52.3 709.9 65.9 BUILDING'S PEdK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L'x LESS THAN 12-3' I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) _ ULBMATE ASD. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. > 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 51.7 151.9 91.1 > 60' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - loo' 97.3 58.4 178.4 1074 89.7 53.8 157.9 94.7 > f0 ' - a' 100.5 60.3 184.2 92.5 55.5 1630 97.8 > 1 ' - i 103.2 67.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 i 6.2 973 58.4 171.3 102.8 > 160, - 180' 707.8 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. 1 165.1 111.1 > 250' - 300' 177.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 721.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 723.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75. B 231.8 139. 1 1 16.5 69.9 205. 1 123.1 > a50' - 500' 128.8 773 236. 1 141.7 118.6 71.2 208.9 125.3 No - - - - 1.) THIS CERT/f7ED SIGNED AND SEALED WIND L04D 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 S17E SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERM?. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC17ON 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 /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 DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). * NDIC47ED DESIGN WIND PRESSURES CORRESPOND 70 THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. *;k L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M/AMI-BADE COUNTY OR A STATE OF FLORIDA APPROVAL PE 0f (f �-1G�j 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES I ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & BAH4W SHUTTERS xsx SCALE RISK CAT. ll BLDGS 06111115 L E C O N c. WIND PRESSURE CHART DATE Jr TESTTNC & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph N.W. J6t 8L. B . ",, l4RdNq GAF M% R JJ166 EXPOSURE D, Kd = 0.85 15- 188 Plwne : (J0 71-16J8 . F : (J86)871-ISJr DRAW/NG No EB-0006719 xlr. ft I ww I.xs: w 6 vmx arc WALTER A TILUT Jr. P.E. 1 otD n-rn /Ops s _ _ FLORIDA Uc. $ 44167 2 1 J. mW6as po'W'51 SHEET I OF 1