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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 lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Nof A Hasler Nraung. PEAK 8 x L<20 S'O.FT(••) 2D SOFT S B x L<50 SOFT(^) 8 x L 2 50 SOFT(•, Valid Only For One Time Permil. ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S. ULBMA11 A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WINDS PRESSURES CORRESPOND TO THE MAXIMUM END 0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 1 573 68.5 41.1 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF > 15'-2B' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 SLOPES. >20'-25' 8J.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **L-PANEL HEIGHT(F7) >25'-.70' 86.2 51.7 L126.2 69.3 82.4 49.4 107.7 '64.6 773 46.4 974 58.4 8-PANEL WIDTH(FT) >a0'-4o' 90.7 54.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 **AI(PRODUCTS WHICH BEAR A >40'-50' 94.3 5B.6 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 MIUN-OADE COUNTY OR A STATE OF FLOR/DA APPROVAL >50'-60' 973 58.4 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS A CLADD/N(P.S.F.) FOR ACE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEE Ar BASIC WIND SPEED = 170 mph CATEGORY Il BUILDINGS L RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 4 PEPpf lFi l �EIGO PEAK 9 x L<50 SOFT(•) 8 x L 2 50 SO.Fr(••) ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 1677 100.6 84.J 50.6 148.4 89.0 , > 70•-80' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 91.1 _ >80'-90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 BUILDING SCHEMATIC >9o'- too' 973 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > f 100.5 6O.J 184.2 1 5 92.5 55.5 1650 978 > 1zD'- r4B' 1052 (61.9_) 189.2 1155 95.1 57.1 1674 100.4 OI--160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160'- 180' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `„IH11111111111I1// >200'-250' 114.1 68.5 209.2 125.5 105.2 651 185.1' 111.1 �.�``�ER A• T/� '��/�, >250'-aoB• 1178 70.1 216.0 729.6 108.5 65.1 191.1 114.7 >JOB -.750' 721.0 72.6 221.9 133.1 1 111.5 66.9 196.3 117.8 >.750'-ABB' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 •�"- >450'-500' 128.8 773 236.7 141.7 118.6 71.2 208.9 125.3 ZAP••� �Q`` rEs• o......••N No '"�a11NA;,00 1.)THIS CERTIBED 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(5th EDITION)FLORIDA BUILDING CODE- BROWARD,PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS W/ND LOAD CHART MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. COLONIAL SHUTTERS 44t SCALE S)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE 94SED ON THIS GENERIC WIND LOAD CHART. RISK GAT. II BLOCS 06/11/15 WIND PRESSURES ARE ULRMATE AND ASD.PRESSURES. C 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID If ALTERED BY ANY MEANS I L `C-0 .,.. WIND PRESSURE CHART DATE TILLIT TESTING&ENGINEERING COMPANY 84S/C WIND SPEED- 170 mph d5S N.W.JJIA.J sro.Jas,n6rJxu Gwo0+1 n JJIse EXPoSURE D.Kd-Gas 15-190 S.)THE C WIND LOAD SELECTED HO THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY -' Pnon.:(JalJall-11)0.Fm:49)sll-Iml DRAWING No THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPRFADSHEEl,OPEN/NG 5CHf0ULE/TAKE OFF SHEET,EIC.). EB-0006719 WALTER A. iILUT Jr.P.E. 010 Ir-n• �I/u FLORIDA U'c. 44167 J.rouN6ls SHEET I OF I