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HomeMy WebLinkAboutEngineering _au_aDIN_G'c PEAK ROOF HEWHT vs DESIGN WIND PRESSURE FOR CpAMONEpr__s ,4_• CLADDING (PSF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET tr BASIC WIND SPEED - 170 mph RISK CATEGORY 1/BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS do COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN 12'-J" ROOF LESS THAN 12'-3' HEIGHT POSmVE NEGATIVE POSmVE NEGA TIME POSITIVE NEGATIVE (h) ULBM47E A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. * INDIC41EP DESIGN WIND PRESSURES o'- 15, 76.4 45.8 102.4 61.4 73.0 4JB 95.5 57.3. 68.5 41.1 86.4 51.8 CORRESPOND TO THE MaMIUM 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 INTERIOR ZONE GOND/BONS 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94,4 56.6 SLOPES. E50'-6 86.2 51.7 175.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 **L e STORM ACCORDION PANEL rl'� 90.7 54.4 121.4 72.8 B6.6 52.0 113.3 68.0 81.2 48.7 102.4 67.4 BND£LENGTH OR 84HAM4 SHUTTER HEIGHT. C-) 94.3 56.6 126.2 75.7 90, 54.0 117.7 70.6 84.4 50.6 706.5 6J.9 A/cA1rAk PRODUCTS wwcH BEAR a 97.3 58.4 130.3 78.2 92.9 55.7 127.5 72.9 872 52.3 109.9 65.9 MIAMI-MO£COUNTY OR A STATE OF FLORIDA APPROVAL �� BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P-SA) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WINO SPEED 170 mph RISK CATEGORY 11 BUILDINGS C= RESIDENTHIL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) O pROof�1 (f, cs�) cs� PEAK L••LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-5' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.SD. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BU/LD/NG SCHEMATIC >70'-60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- Too' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.77 > 1 100.5 60.J 184.2 ^ 92.5 55.5 163.0 97.8 T4TN4iPiii�i p 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 11111j1E�A. T� 7 > o - r6o' 105.6 3.4 193.6 116.2 97.3 58.4 171.3 102.8 111 P�,�.•........ ,ksp > 160'- 180' 707.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9 111 1�;:•�GEN$F'•,•'P > 180'-200' 109.8 1 65.9 201.3 120.8 101.1 60.7 178.1 106.9 0Q t >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No.44167 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 +77.8 STATE OF >350'-400' 123.9 74.3 227 1 136.3 114.1 66.5 200.9 120.5 1 116.5 >450'-500' 128.8 77.3 236. 14.7 118.6 7�.2 208.9 125.3 This is Hof�1 Nlasler DraWin�, ��`�ss�vp�� �'1113/y/'� AYPAPL Al 1 Valid Only For One Time Permit.No � 1.)THIS CERTAFI£O SIGNED AND SEALED WIND LOAD CHART,PREPARED BY INS ENG/NEER,BASED ON ASCE 7-10,FOR A BASIC KIND SPEED OF 170 MPH.,AND 2014(511;EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN R(WR COUNTIES APPLIGBLE RISK fATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)THIS WIND LOAD CHART MUST BE SIGNED.SEALED AND G47ED BY TNS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT ASCE STORM PANELS WIND PRESSURE CHART AS SHOWN fO C S,ACCORDION&EWqAA44 SHUTTERS f4" SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LGAD CINRT. RISK G1T.11 BLOGS 06111/15 W/ND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L ECO N c. WIND PRESSURE CHART DATE T/LL1T TESANO&ENGINEERING COMPANY BASIC WIND SPEED a 170 mph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47EO ON A SEPARATE DOCUMENT PREPARED BY - - eus Nw.Seq.eL sl..ws,uuwNu curDTxt N.TI/es EXPOSURE D.Kd a 0.65 15-188 ME CONTRACTOR OR PERMIT HOLDER(e,g.,SPREADSHEET,OPENING SCHEDULE17AKE OFF SHEET,ETC.). Phm,:(J45fen-1sJe• :(.7asF7n-/sn w�:A, Avcx�moe oncerr DRAWING No E9-0006779 °1R WALTER A TILUT Jr.P.E. FLOR/04 Lie. 44167 T s IA SHEET 1 OF I