Loading...
HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF.) FOR ASGE'7-f6 - PEAK ROOF HEIGHT/ccc rueu nv cnFEeE rn an cccr yt BASIC WIND SPEED = 170 mph RISK CATEGORY 1l BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) , PEAK 1.-GREATER OR EQUAL.THAN 7'-9'AND L••LESS THAN T-9' LESS THAN 12'-3' I-GREATER OR EQUAL THAN l2'-3" �•_T1� ., ROOF ' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE N[CATIVf y(, ✓ (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 93.8 95.5 573 68.5 41.1 86.4 51.8 INDICATED DESIGN WIND PRESSURESCORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 ZONE AN ALNROOR ZONE CONDITIONS AND>20'-25' 83.6 50.2 111-.9 67.1. 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. '->2530' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 **L STORM ACCORDION [RH >30'-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 BLADE LENGTH OR 94HAMA SHUTTER HEIGHT. >40'-50' 1 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 AIT.yY*PRODUCTS WHICH BEAR A >50'-60' 97.J 58.4 1J0.3 711.2 92.9 557 121.5 72,9 87.2 52.3 109.9 65.9 MIAMI-DADE COUNTY OR-A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (Psx.) FOR ASCE 7-16 - PEAK ROOF HE/GMT •pcerca rueu an cccrat BASIC WIND SPEED = 170 mph RISK CATEGORY l!BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) Paoof CfS1 AEI PEAK I-LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-J" 'w'O E y ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. >60'-70' 91.5 54.9 16h7 100.6 84.3 50.6 148.4 1 89.0 BUILDING SCHEMA 90' 93.6 56.2 171.6 103.0 86.2 51.7 151.9' 91.1 >80,-9o, 9516 574 175.2 105.1 88.0 52.8 155.0 1 9d.0 >90,- too' 97.3 58.4 178.4 f074 89.7 53.8 157.9 94.7 > 10o'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 J.9Z8 > 120'- 740' 10J.2 61.9 1189.2 1 113.5 95.1 57.1 1674 100.4RAI ��IbyAiA££ > '- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.31 102.8 .`Q� ,.•••...... 1sD'-_iso' 107.8 64.7 197.6 Ilia.$ 99.3 59.6 174.9 104.9 > 190'-200' 109.8 65.9 201.J 120.8 101.1 60.7 179.1 106.9 = No.44167 1 >200'-250' 114.1 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 65.1 191.1 114.7 >300'-350' 121.0 72.6 221.9 1J3.1 111.5 66.9 196.3 liza ?'O�•. STATE OF >350'_-400 123.9 74.3 227.1 136.3 114.1 6B.5 200.9L120.54DO '26 >450'-500' 128.8 77.3 2J6.� 14�.7 118.E 7�.2 208.9125.3 NOTES., 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(Rh EDITION)FLORIOA BUILDING CODE-BROWARD, PALM BEACH, MARTIN ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2)'7HI5 WIND LOAD CHART'MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02020 T/LTECO,IN C ASCE 7-16/ WIND PRESSURE CHART M.P STORM PANELS,ACCORDION&84HAMA SHUTTERS 441 DRAWN BY 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 ULTIMATE AND A.S.D.PRESSURES. C I► RISK CAT.H BLD05 0612312020 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS. WIND PRESSURE CHART DATE 7/LUT 7ESTINO t ENGINEERING COMPANY BASIC WIND SPEED= 170 mph. 6113 36N. 5 J03.NREINN Wl R.3]r66 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.W. rya6MJes1..r-wo.la.:Tam en-rvr EXPOSURE 0,Kd=0.86 20-117 THE CONTRACTOR OR PERMIT HOLDER(6.p.,SPREADSHEET,OPENING SCHEDULVIXKE OFF SHEET,ETC.). C4-0006719 DRAWING N. WALTER A TILL IT Jr.P.E. Mr.A4 °Oy" mrr Mr:M masv6av FLORIO4 Uc./44167 1 1 wA n-r4. .ymm SHEET I OF 1