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Home My WebLink AboutEngineering BUILDING'S PEAK ROOF HEIGHT ux DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S,F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LM THAN OR EQUAL TO 60 FEET � BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) Is is Nof A MRsfnry�Drawiingg. L••GREATER OR EQUAL THAN 7'-9'AND Valid Only For One Time Permit PEAK L••LESS THAN 7'-9' LESS THAN 12'-3' L••OREAi£R OR EQUAL THAN 1Z'-3' ROOF HEIGHT POSITIVE NEGATIVEE73.0 TIVE N£CARVE P051TIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. rrI * INDICATED DESIGN WIND PRESSURES 0'- fs' 76.4 45.8 102.4 61.4 43.8 95.5 573 68.5 41.1 86.4 57.8 CORRESPOND TO THE MAXIMUM END L� > 75'-20' 60.4 48.2 107.6 64.6 46.1 100.4 60.2 72.0 4J.2 ZONE AND LL BOOR ZONE CONDITIONS 90.8 54.5 AND FDR ac RaOF 83.6 50.2 11i.9 671 47.9 104.4 62.6 74.8 44.9 94.4 56.6 s/.OPEs.86.2 51.7 115.5 69.3 49.4 107.7 64.6 77J 46.4 974 58.4 L ACCORDION-STORM SHUTTER BLADE LENGTH OR 84RW 90.7 54.4 121.4 72.8 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHUTTER HEIGHT.94.3 56.6 126.2 75.7 54.0 117.7 70.6 84.4 50.6 106.5 63.9 **At PROOUC75 WHICH BEAR A ry; 973 58.4 730.1 78.2 92.9 55.7 121.5 72.9 87.2 52.3 709.9 65.9 MUM/-a4DE COUNTY OR A „ STATE OF FLORIDA APPROVAL U DING'S PEAK ROOF HEIGHT w DESIGN WIND PREMM FOR COMPONENTS & CLADDING (P.S.F,) FOR ASG$7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* FP BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS � RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) � C" PltooG �f5 OEC PEAK L••LESS THAN 12-3" L••GREATER OR EQUAL THAN 11'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE r (N ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE 1d:D: ULTIMATE > 60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMA ITC > 70'-80' 93.6 56.2 171.6 103.0 86.2 7.7 >80'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >9O'- 10D' 973 58.4 178.4 107.4 89.7 53.8 757.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 978 > 120'- 140' 1032 61.9 189.2 113.5 95.1 571 1674 100.4 1'j111///////ii�11, > 140'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 ,�+' <<GR A, TIL4 > 160'- 160' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 +1++11�Q; •��ENSF••.,`�� > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178:1 106.9 ,+ >200'-250' 114.7 68.5 209.2 125.5 105.2 63.1 185.1 711.1 >250'-300' 177.8 70.1 275.0 129.6 108.5 sal 191.1 114.7 No.44167 * >300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 7 >350'-400' 123.9 74.J 2271 1J6.J 114.1 68.5 200.9 120.5 `9••, STATE OF >400'-450' 126.4 75.8 237.8 139.1 116.5 69.9 2051 123.i ?�/�.•'•F�ORIDp::`' ��c/+++'+ >450'-500' 128.6 773 236.1 1 141.7 1 118.6 71.2 208.9 125.J ., ss/dpAL. 581S NO 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,ST.LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/FIC PROJECT ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS*7N0 LDAO CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&BWM4 SHUTTERS ••• SCALE J.)CONTRACTOR OR PERMIT HOLOER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 BLDGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES. L ECO 1 N c. WIND PRESSURE CHART °ATE 4.)THIS WIND LOAD C/6WT SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. EigS/C WIND SPEED- 170 mph DWl 7EB.NI !ENGINEERING COMPANY EXPOSURE D.Kd-0..85 1 S-TSB 5.)DESIGN WIND LOAD SELECTED BY THE CON7RAC70R OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY eaas Rw.amn.se.sl.ans,wu Gwoe.Iy n aarae THE CONTRACTOR OR PERMIT HOLDER(o.y.,SPREADSHEET OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Pnw.:(aosfenD,=.r:ryasJell-Isar R DRAWING No EB-°°°6719 rcr.x' a vnox NRxr:.xl WALTER A.TILUT Jr.P.E. �•11-In v" m - SHEET 1 OF 1 FLORIDA ue. 44167 a rnuNs i!