Loading...
HomeMy WebLinkAboutEngineering BUILD/NG S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.FJ FOR ASCE 7-f 6 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET at BASIC WIND SPEED,- 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) p-y Fmeov. ,R EVIE CODE COMPLIANCE PEAK Ltt LESS THAN 7'-9` Lit GREATER OR EQUAL THAN 7'-9"AND I-GREATER OR EQUAL THAN 12'-3" ,�Ta L�CI� ROOF LESS THAN 12'-J' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE Ocr, (h) ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 6{!/� * INDICATED DESIGN WIND PRESSURES D'- 15' 76.4 45.8 102.4 61.4 730 43.8 95.5 57.3 68.5 41.7 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 1O7.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ROOF ZONE CONDITIONS 90.8 54.$ SLOPES. FOR ALL ROOF >20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9N4.456.0 s[oS >25'--JO' 86.2 51.7 115.5 69.3- 82.4 49.4 107.7 64.6 77.3' 46.41�4 'L-ATTZMVIONESHUTTERH>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT.>4o'-sD' 946 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 PRODUCTS WHICH BEAR A >50'-6D' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 MIAMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (p�.FJ FOR ASCE 7-16 PEAK ROOF HEIGHT GRE4TER THAN 60 FEE BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 0El�0j PEAK Ctt LESS THAN 12-3" Ltt GREATER OR EQUAL THAN 12•-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE , (h) ULTIMATE A.S.D. ULTIMATE I A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. "S 6D'-70'1 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-BD' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >Bo'-BD' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >9O'- Too' 97.J 58.4 178.4 107.4 89.7 53.6 15Z9 94.7 > 100'- 120' 100.5 60.3- --184.2--- 110.5 92.5 55.5 163.0 978 IF > 140'- 160' 105.6 63.4 793.6 116.2 973 58.4 171.3 102.E > 16o'- teo' 107.6 64.7 1976 118.6 99.3 59.6 174.9 104.9 �*, > 180'-200' 109. 65:9 20f3 120.8 101.7• 60.7 178.1 106.9 11 = N0.44167 >200'-250' 714. 68.5 209.2 125.5 105.2 63.1 185.1 111.1 1 191.1 114.7>2s0'-JOD' 178 70.1 216.0 129.E 108.5 65.1 _ 72.6 221.9 133.1' 111.5 66.9 196.3 117B .. STATE OF 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 126.4 75.8 231.E f39.1 176.5 69.9 205.1 123.1 728.8 77.3_ 236.1 141.7 1 118.E 1 71.2 1 208.9 125.3 NQIES / 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, MARRN, ST.LUCIE&INDOIN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,/S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. osozo mrEcO,INC ASCE 7-16/ WIND PRESSURE CHART M.v 2.)'TH1S WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&9AHAMA SHUTTERS c°Y+r DRAWN BY S)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 2J/ /1010 lI BLOGS 06 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. IL E C O INe. 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. TI111T TESTING&ENGINEERING COMPANY WIND PRESSURE CHART DATE d15a NW.SaUx°v.sl..mq yxwd GwCTI6:D..vtaa BASIC WIND SPEED= 170 mph 20->17 ' 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 Pn°n.:(e4aJan-rmO.!br,ryoaJml-Isn' EXPOSURE D,Kd=0.85 THE CONTRACTOR OR PERMIT HOLDER(e.B.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,Er6), CA-0006719 DRAWING No WALTER A TILLIT Jr.P.E. arv.x. cucnnmv [u2 xn:xe caavmx urr f FLORIDA Lfe,flfl 44167 01D r'"•1°1 °V°' °i'0 SHEET 1 OF 1