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HomeMy WebLinkAboutEngineering WADING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR 7_10 - PEAK ROOF_HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) FILE "s, .y RECEI`"D DEC 1 2016 PEAK L••LESS THAN 7'-9" L"GREATER OR EQUAL THAN 7'-9"AND L••GRATER OR EQUAL THAN 12'-d" ROOF LESS THAN 12'-3" HEIGHT POSNIVE ATIVE POSITIVE NEGATIVE POSITIE NEGATIVE ULTIMAESNEG D'(h) ULTIMATE AULTIMATE A.S.D. ULT/dG1f A.S.D. ULTIMATE A.S.O. ULTNAT£ A SD. - 15' 76.4 45.8 102.4 67.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 * ICOR CORRETED SPOND 70 TGN H DMXIMUM EN LONE AND INTERIOR ZONE CONDIRONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 gO.B 54.5 AND FOR ALL Roof >20'-25' 83.6 50.2 111.9 67.1 79.8 479 "104.4174.8 44.9 94.4 56.6 SCOPES>25-30' 86.2 51.7 115.5 69.3 82.4 49.477.3 46.4 974 58.4 *L A�RDION SHL>30'-40' 90.7 54.4 121.4 72.8 86.6 52.081.2 48.7 102.4 61.4 UTTER BLADE R HIRE oR aA7wAASHARER HEIGHT.94.356.6 126.2 75.7 90.0 54.084.4 506 1065 639 at�lc�t PRODUCTS WHICH BEAR A 97.3 58.4 130.3 78.2 92.9 55.787.2 52.3 109.9 65.9 MAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PSM FOR AME 7-10 PEAK ROOF HEIGHr TREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS RESIDEN7WL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ?S00f�� if G PEAK L••LESS THAN 12-5" L••GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSmor NEGA77VE (h) ULTIMATE A.3.0. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.-D. >60'-70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9o' 95.6 57.4 175.2 105.1 88.0 1 52.8 155.0 t 93.0 >9' 97.3 5 178.4 1 89.7 1 53.8 1579 94.7 > foo'- 120' 700.5 60.3 184.2 170.5 92.5 55.5 163.0 1 978 ,j44T4i4iiPPi�� > 12 - o' 1032 61.9 189.2 113.5 95.1 571 167.4 700.4 T.t ' 105.6 63.4 193.6 1 116.2 9Z3 58.4 171J 102.8 > 160'- 1800' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 ,11,1�L�P� _ > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 105.9 ,Q t >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 785.1 111.1 ZNo.44167 •; >250'-JOO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ; ,* >'300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 1 196.3 1178 "•. STATE OF ` >J50'-400' 12J.9 74.J 2271 1J6.J 114.1 68.5 200.9 120.5 a � /�//� -450' 126.4 75.8 231.8 139.1 7 16.5 69.9 205.l 123.1 v (0RIO 3 >450'-5oo' 128.8 773 236.1 141.7 118.6 71.2 1208.9 125.3 This is Not A Master Drawing, �.SS vNANO ►. Valid Only For One Time permit, I.)THIS CfRRRm 5/GHm AND SEALED WIND LOAD amr..PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5(h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN,ST. LUCI£&INDIAN RIVER COUN77ES APPUC48LE RISK CATEGORY BUILD/NG At E)"SURES IS COMPLETELY GENERIC AND DOES NOT PROTIDE/NFORMARON FOR A SITE SPEC/RC PROJECT. 2.)]HIS WIND LOAD CHART MUST BE 5/CNfO,SFALFO AND DATED BY THIS mCIN£ER IF USED TO OBTAIN A ONE TIME ASCE 7-10/ WIND PRESSURE CHART AS SHOWNME BU/lD/NG PERMIT STORM PANELS ACCORDION&BN{4M4 SKITTERS '�4 S� J.)CONINACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC71ON OF DESIGN WINO PRESSURE BASED ON.THIS GENERIC WINO LOAD CHART. RISK CAT II SLOGS 06 WIND PRE55URES ARE UL77MATE AND A.S.D.PRESSURES. 4.)7N/5 WIND LOAD LNART SHALL 8E CONS/0£Rm 4WAU0/F ALTERED BY ANY MEANS. L E C O N c. WINO PRESSURE CHART DATE 71LUT TESTING 4 ENGINEERING COMPANY BASIC WINO SPEED a 170 mph 15-188 5)DESIGN WINO LOAD SELECTED THE CONTRACTOR OR PERMIT HOLDER THIS W/ND TOAD CHART SHALL BE lNO/GATED ON A SEPARATE DOCUMENT'PREPARED BY I=-...4AfA n-'j"Wx cwoOa I HIAA EXPOSURE D,Kd a 0.85 THE CONTRACTOR OR PERMIT HOLDER(o.g.,SPREADSHEET,OPENING SCHEOULEOUL E/TAKE OFF SHEET;ETC). (waJen-GJO.to:(3651x71-rsnDRAWING No EB-0006719 N. An.'pillp(W art w w xrsavnav urt WALTER A. RC UT Jr.P.E. O1D I•-•n N/IA E - SHEET I Of 7 FLORIDA Vc. 44167 ,ppp�py