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HomeMy WebLinkAboutEngineering 9U =fi'S _veer ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENT_ k CLADDING (P IF.) FOR_A_.SCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY B BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL WHOLESALE) ' RECEIVED JUP1 062016 PEAK L-LESS THAN 7,-9' L-GREATER OR EQUAL THAN 7'-9'AND L--GREATER OR EQUAL THAN 12'-3' ROOF LESS THAN 12'-3' HE7CHf POSMVE NEGATIVE POSmVE NEGATIVE POSIRVE NEGATIVE (h) ULTIMATE A.S.B. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULRMATE A.S.D. ULTIMATE A.SO. * INDJC47ED DESIGN WIND PRESSURES 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 CORRESPOND 70 THE MAXIMUM END •ZONE AND INTERIOR ZONE CONDMONS > 15'-20' 80.4 48.2 1076 64.6 76.8 .46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF >ILD'-25' 8J6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 g¢,4 56.6 SLOPES ArA7C L STORY PANEL LENGTH, L>40'-50' '-30' 86.2 57.7 115.5 69.3 82.4 49.4 7077 64.6 77.3 46.4 97.¢ 58.4 ACCORDION SHUTTER m '-4a' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 1024 61.4 SGUIDE GUTTER HEIGHT. n 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 PRODUCTS WHICH BEAR A m '-60' 97.3 58.4 -- --- 92.9 55.7 127.5 72.9 87.2 52.3 109.9 65.9 MLAMI-a4DE COUNTY OR A STATE OF FLORIDA APPROVAL j 4 91mn/NG'S PEAK ROOF NIGHT v. DESIGNwnun PRESSURE cna CDuvnuEuTS & CLADDING (P.S.F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) O ?S00fGo off �rs PEAK L--LESS THAN 12-5' L--GREATER OR EQUAL THAN 12'-5- ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 748.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >e0'-9D' 95.6 57.4 175.2 705.1 88.0 52.8 155.0 93.0 > 97.3 178.4 B9.7 53.8 1579 94.7 _ > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 1630 978 1,1 Aer,T1;�/ FIT > 72 - 140' 103.2 61.9 189.2 95.1 57.7 767.4 100.4 > 140'- 160' 105.6 63.4 197.6 116.2 973 58.4 171.9 102.8 ,�1yVCENSF > 760'- 180' 1078 64.7 197.6 118.6 99.3 59.6 774.9 704.9 �� i > 180'-200' 109.8 65.9 201.J 120.8 101.1 60.7 178.1 106.9 `,� >zoo'-250' 114.1 68.5 209.2 125.5 105.2 63.1 785.7 111.7 N�.44167 { >250'-300' 717.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 121.0 72.6 221.9 133.7 111.5 66.9 196.3 .1178 "j STATE OF >350'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 'p••. r9 1223.I >asD'-500' 128.8 773 236. 14.7 118.6 7�.2 208.9 725.3 This is Nof A Masfer Drawing. Valid Only For One Time Permit 1.)THIS CERRFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED'BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A d4SIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INOLIN RIVER COUN77ES APPUC49IE RISK GATEGORY BUILDING&EXPOSURES,LS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DSTORM PANELSLS,, WIND PRESSURE CHART AS SHOWN DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT ASCE EC ACCORDION&B47{4M4 SHUl7ERS 4i scatE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK(AT. 1/BLOGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. L E C O�Nc. W/NQ PRESSURE CHART 0A1E 9.)7H/5 WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY BEANS &157-WHO SPEED a 170 mph T/LUT TESNNO @ ENGlN£ERlNO COMPANY EXPOSURE D.Kd a 0a5 15-188 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM 1H/5 WIND LOAD CIUWT SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY -.... ays N.W.yN s.Sb.33;NgWNN ORp(ryR,FA y163 THE CONM4CTOR OR PERMIT HOLDER(3.9.,SPREADSHEET,OPENING SCHEDULEAAKE OFF SHEET,ETC.). 1 IM•n.:(333)311-8339.Fv:(3D3)en-eye �,V• urt DRAWING No EB-0006719 WALTER A.RLUT Jr.P.E. aO 11-en e3 - SHEET 1 OF ! fLORIDA jc.1044167 3 eowml: