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HomeMy WebLinkAboutEngineering BUILD/NGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS B CLADDING (PIF.) FOR ASCE 7-10 PEAK ROOF HEIGHT LESS THAN na muel rn an rLr�T BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAKL••GREATER OR EQUAL THAN 7'-9'AND L••LESS THAN 7'-9' LESS THAN 12'-5• C••GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * CORRESPOND D TO WINO PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 .43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND 1D INE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > I5'-20' 80.4 48.2 107.6 64.6 76.8 46.1 700.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 SLOPES 94.4 56.6 >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4974 56,¢ **L-ACCORDION PA SHUTTER LENGTH. >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 67.4 BLADE LENGTH OR EAHAMA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 717.7 70.6 84.4 50.6 106.5 63.9 *stat PRODUCTS WN/CH BEAR A >50'-60' 97.J 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 MIAMI-NDE COUNTY OR A STATE OF FLORIDA APPROVAL I BURD/NG'S PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (M F,)FOR ACK 7-10 - PEW ROOF HEIGHT GREATER THAN 60 FEET at BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PE of l� PEAK L••LESS THAN 12-5" L•'GREATER OR EQUAL THAN 12'-3" J ROOF W U- HEIGHT POSITIVE NEGATIVE POSITIVE NEGAINE LTR1 r (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTILIAIC A.S.O. ULTIMATE A.S.O. ® �_ C >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 � > > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 BWLDING SCHEMATIC >80'-90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 ® 7-4 >90'- Too' 97.3 58.4 178.4 IO74 89.7 53.8 157.9 94.7 184.2 78 LIJ = > 120'- 140' 103.2 61.3 189.2 7105 95.1 577 7674 ��00.4 ITLLLEb��iq��i J 140'- 16 1 105.6 631. 193.6 116.2,! 973 58.4 171.3 102.8 111111 `9,P1.T1LL�j•✓�� > -180' 7078 64.7 1976 118.6 99.3 59.6 174.9 104.9 1111�Q•r� ......... •••.�p _ 94 > 180'=200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 11 125.5 J. 85.1 111.1 >250'-.700' 1178 70.1 216.0 129.6 f10B5 65.1 191.1 iT"4J 7• NO.44167 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 *? >350'-4DO' 123.9 74.3 2271 736.3 114.1 68.5 200.9 120.5 -o: STATE OF >400'-450' 126.4 75.8 231.8 739.1 116.5 69.9 205.1 123.1 9�•�•'•FLOW...`'•�������� � �/��' >450'-500' 728.8 773 236.1 147.7 1 118.6 1 71.2 208.9 125.3 Tis is Nof A Nlasfar Drawing. _"s" •••L>dA4 F�1�1111 'IINo Pilii///I/Illl Valid Only For One Pima Permif. 1.)THIS CERTIFIED 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(5(h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/17C PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2)IH/5 WHO CMD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BU/LO/NG PERMIT. 5TORM PANELS,ACCORD/DN&B*AW SHUTTERS SCALL 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT. 11 BLDGS 06 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. /1 V15 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID lF ALTERED BY ANY MEANS. L E C-0,N c. WIND PRESSURE CHART DA IE 77LUT TESTING A ENGINEERING COMPANY BASIC WINO SPEED- 170 mph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO LOAD CHART SHALL BE IMO/M7E0 ON A SEPARATE DOCUMENT PREPARED BY ESV N.M.]elA SA]4 JW.NFGYM GWOINS Fl.UI6B EXPOSURE D,Kd 0.85 1.J-188 THE CONTRACTOR OR PERMIT HOLDER(E.y.,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). Mw.:(]w)Ell-15TE.fw:(J0.TJE71-1'331 �• urt atsEmrlpV DRAWING No EB-0006719 WALTER A.PLL?Jr.P.E. O1O n-DA I nJ - SHEET 1 OF 1 FLORIN Lic.,y 44167 J a I.naves