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HomeMy WebLinkAboutEngineering BUILDINGS 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 1l BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEIVED APR 07206 This isNot R MnaQslor DrawQing. PEAK B K L <20 SOFT(••) 20 SOS FT B x L<50 SOFT(••) B.L 2 50 SO1' FT(, Yalid Only For One TimeQPermit. ROOF HEIGHT POSIT/YC I NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.G. I ULTIMATE A.S.D. ULT/MATE A.S.D. UL Dw IF A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. * INDICATED DESIGN WINDS PRESSURES CORRESPOND TO THE MAXIMUM END 0'- 15' 76.4 45.8 102.4 61.4 73.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 ZONE AND INTER/OR ZONE CONDITIONS AND FOR ALL ROOF > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 1 90.8 54.5 SLOPES. >20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 *L-PANEL HEIGHT(FT) >25'-JD' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 -64.6 77.3 46.4 974 58.4 B-PANEL WIDTH(Fr) >JO'-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 ***PRODUCTS WHICH BEAR A J>40'-50' 94.3 5B.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 RUMI-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL >50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPAORENIS & CLADDING (85.F.-) FOR ASCE ;!,-10 PEAK ROOF H£/CUT GREATER THAN 60 cc�T BASIC WIND SPEED - 170 mph CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PE pf co R0 AGO PEAK B x L<50 SQ.FT(•) B x L 2 50 San(••J �� ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 >70'-60' 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 1 155.0 93.0 BU/LD/NG SCHEMATIC F�>200' '- 100' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 too'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 0'- 103.2 189.2 l 95.1 57.1 167.4 100.4 0'- 760'; 105.6 63.4,17 193.6 116.2 97.3 58.9 171.3 102.8 9'--r o' 107864.7 1976 178.6 99.3 59.6 174.9 104.9 , 0'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 X1111111111114 -250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 .`"1 R A . >250'-JOD' 1178 70.1 216.0 1zs.6 108.5 65.1 191.1 114.7 �```�P�'• \CEN >300'-350' 721.0 72.6 221.9 133.1 111.5 66.9 196.3 E123.1 B \. s`C •,� Z >J50'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 5 >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1>450'-500' 128.8 77J 236.1 141.7 118.6 71.2 208.9 3 = .•�QQ NO /itNA;,ENG` i.)THIS CER17RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 84S/C WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,ST. LUCIE&INDIAN RIVER COUN17ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/RC PROTECT. 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 BUILD/NC PERMIT. COLONIAL SHUTTERS sss SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DES/GN WIND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. ®c. RISK CAT. 11 BLOCS WIND PRESSURES UAND ASD.PRESSURES 06/11/15 �r C O 111 WIND PRESSURE CHART DATE 9.)7NI5 W/ND LOAD CHART SHALL T SH4LL BE CONSIDERED fNYAUD IF ALTFFED BY ANY MEANS 84S/C WIND SPEED-170 h TBL/T TESTING!ENGINEERING COMPANY S)DESIGN SELECTED THE CONTRACTOR OR PERMHOLDER FROM THIS KIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY -" asss x.w.�aln st,s/.JDs,wmxu cwOOq q.,y.sa EXPOSURE 0,Kd=0.85 15-190 THE CONTRACTOR iOR OR PERMIT HOLDER(e.g.,SSPREADSHEET,OPP ENING SCHEOULE/lAKE OFF SHEET,EIC). Phcne:fwsleTEB-0006719(sw)nT�-IsII DRAW/NG No WALTER-A. TTLUT Jr.P.E. IMV•s ROR/A Uc. 44767 s,mwm s SHEET / O! I