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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F•) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESID£NRAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Not A Master Drawing, PEAK B,L<20 SOFT(, 20 SOFT S B.L <50 SD.FT(, B,L Z.50 SD.FT(, Valid Only For One Time Permit, ROOF HEIGHT POSmVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE AAD, ULTIMATE A.S.O. ULTIAGIE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WINDS PRESSURES CORRESPOND TO THE MAXIMUM END O'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF > /5'-70' 80.4 48.2 707.6 64.6 76.8 96.1 100.4 60.2 72.0 93.2 90.8 54.5 SLOPES. >20'-25' 83.6 50.2 111.9 677 79.8 47,9 104.4 62.6 74.8 44.9 94.4 56.6 **L n PANEL HEIGHT(FT) >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 7077 64.6 773 46.4 974 58,4 B-PANEL WIDTH(FO >aD'-4a' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 *a[�(T PRODUCTS WHICH BEAR A >40'-50' 94.3 56.6 126.2 75.7 90.01 54.0 117.7 70.6 84.4 50.6 106.5 6J.9 MIAMI-DADE COUNTY OR >50'-6D' 1 97.31 58.4 1 130.3 78.2 1 92.9 1 55.7 121.5 72.9 87.2 52.3 109.9 65.9 A STATE OF FLORIDA APPROVAL _m G iIl BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F.) FOR ASCE 7-to - aw ROOF HEIGHT GREATER THAN 60 FES at n BASIC WIND SPEED - 170 mph CATEGORY 11 BUILDINGS R£SIDENTWL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) Go PE �'00 E1G%At f l� PEAK B,L<50 SO.Fr(•) B,L>50 SO.FT(• c» ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULT/MATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70'-BO' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >Bo'-90' 956 57.4 175.2 105.1 88.0 52.8 155.0 93.0 BUILDING SCHEMATIC >9 '- D' 973 58.4 178.4 1 89.7 53.8 1579 94.7 > loo'- 12 100.5 60.3 .184.2 710.5 92.5 55.5 1630 978 > 120 - 140' 10J.2 61.9 189.2 113.5 95.1 571 1674 100.4 > 140'- 76o' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8. > 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 0120.8 101.1 1 60.7 178.1 >200'-750' 114. 66.5 209.2 125.5 105.2 63.1 185.1 106.9 �. A.�T >250'-J00' 7778 1 70.1 216.0 129.6 108.5 65.1 191.7 714.7 P i� >300'-350' 121.0 72.6 221.9 13J.1 111.5 66.9 196.3 1178 ' >350'- 400' 123.9 74.3 23.1 136.3 114.1 68.5 200.9 120.5 >400'-450' 126.4 75.11 231.8 139.1 116.5 69.9 205.1 123.1 500 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 z - ��''%L4sS(ONAL ENS;.•`�• NO ` Inulllll%" 1.)THIS CERTIHED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(511;EDITION)FLORIDA 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 SPECIRC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. COLOWIL SHUTTERS SCALE J)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE o45ED ON THIS GENERIC WIND LOAD CHART. RISK C4T. II BLDGS 06/1 V15 WIND PRESSURES ARE ULTIMATE AND AS.D.PRESSURES WIND PRESSURE CHART DATE 4.)THIS WEND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 1 BASIC WIND SPEED a 170 mph 17WT lEST7N0!ENG/NEER/NG COMPANY EXPOSURE 0 Kd a 0.85 15-190 5)DESIGN KIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CIWRT SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY -" -N.N.SA/A St Sh.im,VLeG9vu GNlODI;D.UI6A PAenr:(30.11611-Ilio.fu:(J0.516T1-/STI 7NE CONTRACTOR OR PERMIT HOLDER(o.g..SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). EB-0006779 am DRAWING No WALTER A. ROUT Jr.P.E. tvo r1-nr r s - - SHEET I OF i FLORIDA U.j 44167 1•nwnus 1