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HomeMy WebLinkAboutEngineering BUILD/NGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS R CLADD/NG MS.F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 cEET ar BASIC WINO SPEED = 170 mph RISK CATEGORY N BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RELAIL, WHOLESALE) PEAK L-LESS THAN 7'-9" Lxx GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN 12'-5' ROOF LESS THAN I2'-J" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AND. * CORRESPOND DESIGN WIND PRESSURES o'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3. 68.5 41.1 86.4 51.8 G10RR6PON0 TO THE MAXIMUM END > 15'-20' 80.4 48.2 107,6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 'ZONE AND LL BOOR ZONE mNDlnons 90.8 54.5 AND FOR ALL ROOF scoPEs c,n >20'-25' 83.6 50.2 111.9 67! 79.4 47.9 104.4 62.6 74.8 44.9 94.4 56.6 **L STORM PANEL LENGTH, >25'-JO' 86.2 51.7 115.5 69,3 82.4 49.4 1077 64.6 77J 46.4 97.4 58.4 ACCORDION SHUTTER n >30'-40' 90.7 54.4 121.4 72.8 B6.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. m >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 *, * pR000CT5 WHICH BEAR A >50'-6D' 973 58.4 /30.3 78.7 92.9 55.7 121.5 72.9 872 1 52.3 1 109.9 65,9 M14Ml-DAVE COUNTY OR A STATE OF FLOR/M APPROVAL 1 7 BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (&S.F.) FOR ASCE 740 - PEAK ROOF HEIGHT GREATER THAN 60 FEET c_- 6451C BASIC WIND SPEED - 170 mph RISK CATEGORY II'BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) aV PRo0 F{E1G � PEAK L-LESS THAN 12-5' L""GREATER OR EQUAL THAN I2'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NECATIVC (h) ULTIMATE I A.S.O. ULTIMATE ASD. ULTIMATE A.S.O. ULTIMATE A.S.D. >6' 91.5 167.7 WA, 84.3 50.6 1 148.4 B9.0 BU/LO/NC SCHEMATIC > 70'-60' 93.6 1 56.2 171.6 103.0 86.2 51.7 j 151.9 91.1 -90' 95.6 57.4 175.2 105.1 86.0 52.8 1 155.0 93.0 >9D'- IDD' 97.J 58.4 178.4 1074 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 1t - 1 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 - 11j11 1/ A.Ti � ®j > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.4 111 �s`Q Tit > 160'- 160' 1078 64.7 1976 114.6 99.3 59.6 174.9 104.9 ��`11�P:JCENSF '/'� > 160'-200' 109.8 65.9 201.3 120.8 101.1L60.7178.1 106.9 Q . M>200'-250' 114.1 68.5 209.2 125.5 105.2 1 111.1 Nu,44167 D>250'-J00' 117.8 70.1 216.0 129.6 108.5 114.7>300'-350' 121.0 72.6 221.9 133,1 111.5 1178 •' STATE OF>350'-400' 12J.9 74.3 227 1 136.3 114.1 120.5758 >450' 500 128.8 773 236. .1 116.5 69.9 205.1 1231 7 141.7 1186 125.3 `this is Hof R Master Drawing, OSS Valid Only For One Time Permit, NO 1.)INS CERnR£D SIGNED AND SEALED WIND La4D CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-t0,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN•Sr. LUCIE&INDGW RIVER COUN17ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT. STORM PANELS WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CILART MUST BE S/CNED,SFALID AND OATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE EC,At:CO/ZDION&84H4MA SHUTTERS sat[ J)CND R OR ARA1 UG HOLDER T O BE RESPO SIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE 64SED ON THIS GENERIC WIND LOAD CHART. RISK 041 II BLOCS 06/11//5 4.)THIS W/ND LOAD CHART SHALL BE CONSIDERED INVALID If A[TEHfO BY ANY MEANS. E L C O,N e. WIND PRESSURE CHART 114 It 7RL/T TESTING&ENGINEERING COMPANY EWSIC WIND SPEED- 170 mph SJ DESIGN WHO LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS W/NV LOAD CFGWT SHALL BE INDICATED ON A SEPARATE DOCUMENT'PREPARED BY .._. ASSS N.N.-SL Sn.".xAr7NA Gv+o M a,ales EXPOSURE O,Kd a 0.65 1 S-188 TI/E CONTRACTOR OR PERMIT HOLDER(x.g.,SPREADSHEET,OPENING SCHEDULE/AXE OFF SHEET,ETC.). Phos,:(]0.Y i1wo.i:(SnS1en-iS)1 DRAWING No EB-0006719 ^B''x• anpN AB[ °^'•w WALTER A.7/LUT d. P.E aA II-IT+ -v- FLORIDA FLORIDA L'c. 44167 A ipMIY3 M SHEET I Of I