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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs _DES[ru WIND PRESSURE FOR COMPONENTS & MADDING (P,$F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 F£ET ak BASIC WIND SPEED = 170 mph RISK CATEGORY N BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCAL BUILDINGS (RETAIL, WHOLESALE) PEAK L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9"AND Lt•GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULNMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL NMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES D'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS 9Q,8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 g4,4 56.6 ;k*(=STORM PANEL LENGTH, >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 ACCORDION SHUTTER >3D'-4o' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADEELENG H1R BAHAMA >ao'-sD' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 �raC* PRODUCTS WHICH BEAR A >50'-60' 97.3 58.4 730.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BMWING'e PEAK ROaF HEIGHT vs DESIGN WINO PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET 1t BASIC WIND SPEED = 170 mph RISK CATEGORY 1l BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PE pf �fj.l C,0S PEAK I-LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-J' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 110 > 60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC -;80i 93.6 ,56.2 171.6 �'103.O' 86.2 51.7 151.9 91.1 -> --8Li' �9o' 95.6 -_57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- Too' 973 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 55.5 163.0 97.8 ,ktkkIIIIIIII���� > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 ���� A.T/ Fi > 140'- 160' 105.E 1 63.4 193.6 116.2 97.3 58.4 171.3 102.8 �\Qom•'• �ENg••'•��P•�'% > 160'- 18O' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 F > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 _ N0.L}4167 .` >200'-250' 1 14.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 197.7 114.7 %A'•• STATE OF >30o'-350, 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 �m9�• •��CL`� >J50'-400' 123.9 74.3 22Z 1 136.3 1 14.1 68.5 200.9 120.5 a G�� >400'-450' 126.4 75.8 231.8 I 139.1 116.5 69.9 205.1 12J.1 >450'-500' 128.8 77.3 _EILLJ 141.7 118.E 1 71.2 208.9 125.3NO N I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED Or 170 MPH,AND 2020(7th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, Sr. LUCIE&1NDOW RWER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. - 02020 T/LlFCO,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS, ACCORDION&BAHAMA SHUTTERS ss DRAWN BY 3.)CONTRACTOR OR FERMI HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 1!BLDGS 0612312020 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O yC, PRESSURE CHART EA p DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. W�IV� SPEED- 0 ph _ T1LUT TESTING!ENGINEERING COMPANY BASIC WIND SPEED= I70 mpM1 6JJ3 N.W.J6N.tiY S t-NRfdNN O/ROEN;D.JJIL6 ZQ-r'7 r 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 vno�.:(Jas)a71-13f0.I-:(xuulr-I3Jr EXPOSURE D,Kd=0.85 THE CONTRACTOR OR PERMIT HOLDER(e.0.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). 04-0005719 d2 Avuvna DRAWING No WALTFR A OLLR Jr.P.E. \ FLORIDA Lfc.144167 SHEET I OF I (`\