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HomeMy WebLinkAboutEngineering BUILDING'S PEAR ROOF HEIGHT vs Dom WIND PPESSL/RE FOR COMPONENTS & CLADDING Ce -F,) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET * File COPY BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS 'I - RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Nl L_' ,11 E-ft D FOR r,;01APL.IANCE ST, �4_ CIE COUNTY PEN( I-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND .L-GREATER OR EQUAL THAN 12'-J' socc 1 j1R'-az- ROOF LESS THAN 12'-J' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE ' (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE 45.0. U477MATL'I A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. * lNOG1E0 DESIGN WIND PRESSURES 01- 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 57.6 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ROOF ZONE cONDmoes E94.4 L61.fl .5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8, 44.9 .6 SLOPES.>25'-JO' 86.2 51.7 175.5 69.3 82.4 49.4 f07.7 64.6 77.3 46.4 L ACCORoRMDION SHUTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1133 68.0 81.2 48.7 SHUUTTTER HDTH N HT.R BANANA >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 PRODUCTSWHICHBEAR97.3 56.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 MMMI-DADE COUNTY OR A STATE OF FLORID APPROVAL BUILDING'S PEAK ROOF HEIGHT yr DESIGN WWD PRESSURE FOR COMPONENTS & CLADDING Zsx.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 m_ph RISK CATEGORY 11 BUILDINGS , RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ' eRO0G,", lfi 1 NEB PEAK I-LESS THAN 12-3` 1-GREATER OR EQUAL THAN 12'-J' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE - MEGA TM (h) ULTIMATE A.S.D. ULTIMATE C.La 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 BUILDING SCHEMATIC >70'-so' 93.6 56.2 171.6 103.0 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' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 978 * 120'- 140' 103.2 61.9 189.2 1 113.5 95.1 57.1 167.4 100.4 .>-140'- fsD' 105.6 63.4 193.6 116.2 97.3 58.4 771.3 102.8 ;`yaP\:•'��pENSF• ''P > 160'- 180' 107.8 64:7 197.E -118:6:": 99.3 59.6 174.9 104.9 > 180'-200' 109.8 65.9 201.3 120.6 101.1 60.7 178.1 106.9 _ NO.44167 = . >200'-?50' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ,a STATE OF >300. -350' 121.0 72.6 221.9 133.1 111.5. 66.9 .196.3 1178 ' kl_ >J50'-400' 123.9 74.3 22Z 1 136.3 1 14.1 6B.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, 128.6 77.3 236.1 141.7 118.6 71.2 208.9 125.3 NOTES: `pr\ 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN, Sr.LUCIE&1NDIAN RIVER COUNTIES \v APPUCABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT 02020 TILTECO,DIC ASCE 7-16/ WIND PRESSURE CHART .M.P . 111 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TD OBTAIN A ONE TIME BUILDING PERMIT STORM PANELS ACCORDION&RUAMA SHUTTERS sa<x DRAWN BY 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. r ' RISK CAT. 11 BLOGS 0612312020 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. GTE 4.)THIS WIND LOAD CHART SMALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART _ TILLIT TESTING&ENGINEERING COMPANY BASIC WIND SPEED- 170 m ph 20-117 ' I=N.W.JMI 2 Sb.JI-%YNGWN CIPoD'M4 a MIM 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SMALL BE INDICATED ON A SEPAR47E DOCUMENT PREPARED BY Pno�.:(J0.17!]l-ISTO.rw:(JLVJ8T1-IJSr EXPOSURE D,Kd=0.95 THE CONTRACTOR OR PERMIT HOLDER(..g.,SPREADSHEET,OPENING SCHEDULL'/TAKE OFF SHEET,ETC.). CA-0066719 DRAWING No WALTER A 77LL1T Jr.P.C. 1P�R° ° as m.x. cesrm+xw a¢ DOR/DA Uc.d 44167 SHEET 1 OF 1