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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A cuppiNG (P.S.FS) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LM THAN OR EQUAL TO 60 FEE ar BASIC WIND SPEED a 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIV'D NOV 04 2016 PEAKL"•GREATER OR EQUAL TNAN 7'-9'AND LE ROOF L••LESS THAN 7'-9" LESS THAN 12'-3" C••GREATER OR EQUAL THAN f2'-J" 11 HEIGHT POSITIVE NEDATIVE POSITIVE NEGATIVE POSI/NE NEGAT/YE (N ULTIMATE A.S.D. ULT/MATE ASD. ULTIMATE A.S.D.' ULTIMATE A.S.A. ULTIMATE A.S.D. ULTIMATE A.S.D. CORRESPOND DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 67.4 73.0 43.8 95.5 573 68.5 47.1 86.4 57.8 CDRRESPOND.1a THE MAXIMUM ENO > 15'-20' 80.4 48.2 7076 64.5 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INr£RroR ZONE CONDInONS 90.8 54.5 AND FOR ALL ROOF A50�6O' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 ;��46.4 g7,q 38•q **L-ASTORROON PANEL LENGTH, 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 1p2•q 81•q BLADE LENGTH OR EWIL4WA SHUTTER HBGHT. 94.3 56.6 126.2 75.7 90.0 54.0 1777 70.6 84.4 106.5 63.9 Ar** PRODUCTS wwcH BEAR A 973 58.4 130,3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 Uk WI-a4DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (8S.F.) FOR ASCE 7-10 PEAK ROOF 14I HLr GREATER THAN NQ EEEr at• BASIC WIND SPEED - 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) P,tO Get `FT 0E1 PEAK L••LESS THAN 12-J" L••GREATER OR EQUAL THAN 121-5" ROOF HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATIVE (h) ULTIMATE ASD. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. >60'-70' 91.5 54.9 1677100.6 84.J 50.6 1 148.4 89.0 BUILDING SCHEMATIC >70'-60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9o' 95.6 57.4 175.2 1 105.1 88.0 52.8 155.0 93.0 > 973 178.4 _UEk4, 89.7 53.8 7579 94.7 100'- 120' 100.5 60.3 184.2 110.5. 92.5 55.5 163.0 978 4 100.4 > NO'- 160' 105.6 63.4 193.6 716.2 973 58.4 171.3 102.8 44,411���jk A. 7/(Z�T > 160'- 1801 1078 64.7 1976 118.6 99.3 1 59.6 174.9 104.9 ,1�11�Q;�' CENS'F'•,`�'9 i > rso'-zaD' 109.8 65.9 201.3 120.8' 101.1 1 60.7 178.1 106.9 ,�� >200'-250' 774.1 68.5 209.2125.5 105.2 63.1 185.7 177.7 No.44167 >250'-300' 1178 70.1 216.0 129.6 108.5 65.7 1 191.1 114.7 , >300'-3501 721.0 72.6 221.9 133.1 111.5 66.9 1 196.3 177.8 STATE OF 1 >350'-400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 >450'- 10, SDo' 128.8 773 236. 14.7 118.6 71.2 208.9 125.3 This is Nod A P�asfer drawing. ��`csS/prey �N����''��,,3�y�/� Valid Only For One Time Permit) 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,84SED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPP;AND 2014(5th EDRION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN,ST. LUCIE&IND14N RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETRY GENERIC AND DOES NOT PONDE INFORMA77ON FOR A SITE SPEC/FIC PROJECT. 2)M15 WIND LOAD CPL4RT MUST BE SIGNED,SEALED ANO DATED BY THIS ENGINEER IF USED TO 06TA/N A ONE RASCE 7-10/ WIND PRESSURE CHART AS SHOWNME BU/LD/NG PERMIT STORM PANEiS,ACCORDION&8*"SHUTTERS •'� SCALE PRE55URES ARE ULTIMATE AND AS.D J) PERMIT . P PRESSURES R THE SfLELRON OF DESIGN WIND PRESSURE 845'EO ON iH/5 GENERIC W/NO LQ4G CHART. RISK CAT. 11 BLDCS 06/11/15 4.)THIS WIND LOAD CHART SH4Lf.BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. L E C O INE. W/NQ PRESSURE CHART DATE T/LL1T TESTING&ENGINEERING COMPANY BASIC WIND SPEED a 170 mph 5.)DESIGN TRA LOAD SELECTED O)HE CONTRACTOR.q.,SPREADSHEET. OR PERMIT HOLDER FROM THIS WIND LAAO CHART SPIALL BE 1NDlCAIED ON A SEPARATE DOCUMEIT,'PREPARED 9Y WS Nb.S61I,SL sve.Z.VAcauA rwO04 n atlas EXPOSURE D,Kd-0.65 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPEN/NC SCHfOULE/(AKE OFF SHEET,ETC). -- Phare:(J0.5�)B-00.Tai:(J4l7Bll-1531 •tv. 01l2m N! - orscavmx DRAWING No EB-0006719 I_n� /m WALTER A TILL?Jr.P.F. 010 I - - SHEfT 1 OF 1 FLORIDA lk 1 44167