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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is NolA Master Drawing, PEAK B x L<20 SO.FT(^) 20 SOFT S B A L<50 SO.F/(, B x L 2 50 SOFT(^) Valid Only for Ono(J (p Time Permit ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. * INDICATED DES/GN WINDS PRESSURES CORRESPOND TO THE MAXIMUM END 0'- 15' 76.4 45.8 102.4 61.4 730 438 95.5 57.3 6B.5 41.1. 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF > rs'-z0' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 SLOPES. >20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **L-PANEL HEIGHT(FT) >25'-JD' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 B-PANEL WIDTH(FT) >JO'-40' 90.7 54.4 121.4 72.8 86.6 520 113.3 68.0 81.2 48.7 102.4 61.4 �;ATC*PRODUCTS WHICH BEAR A >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 MIAMI-G40E COUNTY OR A STATE OF FLORIDA APPROVAL >50'-6D' 97.3 58.4 130.7 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F� FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FETT BASIC WIND SPEED = 170 mph CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PQ. ! 00 R0 tGo NE PEAK B x L<50 SOFT (I B s L>50 SO.PT(•J ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE APR 7( �Iy1(. (h) ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. O l�l >60'-70' 91.5 54.9 !67.7 100.6 84.3 50.6 148.4 89.0 PEF.'JIITTING >70'-BO' 9J.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 St.Lucie County,PL -TB0`--90- 95.6 574 775.2 705.1 88.0 52.8 155.0 93.0 BUILDING SCHEMATIC >90'- 1o0' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100.5 60.J 184.2 170 92.5 55.5 163.0 97.8 > 120'- 140' 1032 6. 189.2 1135 95.1 57,t 767.4 100.4 > -'?so' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160'- 180' 107.8 64.7 797.6 118.6 99.7 59.6 174.9 104.9 >200'-250' 1014. 68.5 209.2 125.5 105.2 63.1 185.1 111.1 A. >250'-JOO' 117.8 70.1 216.0 .129.6 108.5 65.1 191.1 114.7 �`VP• �,\CENs�.;v.�� >JDO'-750' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 Z >350'-400' 123.9 74.3 227.1 136.3 114.7 68.5 200.9 120.5 _ �In 441 >400'-4s0' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1231 •�'" >450'-500' 128.8 77.3 236.] 141.7 118.6 71.2 208.9 125.3 S p NO 01111011140 1.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-/0,FOR A BASIC W/ND SPEED OF 170 MPH,AND 2014(5(h EDMON)FLORIDA BUILDING CODE- BROWARD, PALM BEACH,MARTIN,ST.LUCIE&INDUW RIVER COUN77ES APPUC40LE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-)0/ WIND PRESSURE CHART As SHOWN 2)THIS WINO LOAD CHART MUST BE SIGNED,SEALED AND MTEO BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM/T. COLONIAL SHIITIERS•.• SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC Who LOAD CHART. RISK CAT.If BLOGS (16/1 V15 WIND PRESSURES ARE ULT/MATE AND ASO.PRESSURES. r 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID FALTERED BY ANY MEANS I C O I N e. WIND PRESSURE CHART GATE TILUT TESTING&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph mJJ N.J6N S sd.JnS,A'WGLVN uwaDa Tc.alae EXPOSURE O.Kd O.85 15-190 5 DESIGN WINO LOAD SELECTED O THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO[040 CHART SHALJ.BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY N,,/ �T,yy,. :T MT,_,yl DRAWING THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREI0.SHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). M. EB-0006719 urr WALTER A GLUT Jr.P.E. p//u FLORIDA UG. 44167 J,miAmtS J SHEE! I Df /