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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F) FOR ASCE 7-10 - PEAK ROOF H Lrur LEM THAN OR EQUAL rO 60 FEET • BASIC WIND SPEED- 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERC14L BUILDINGS(RETAIL, WHOLESALE) RECEP."D SEP 02 2015 ' This is Not A Master Drawingr PEAK A `20 SD.FT" 20 SD.FT S A`50 SD.FT" A L 50 s°.�" Valid Only For Ore Time Permit, RODE HEIGHT POSITIVE NEGATIVE POSITIVENFCATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE ASO. *INDICATED DESIGN W1N0 PRESSURES CORRESPOND 0'- 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 TO TIfE MAXIMUM ENO ZONE AND INIERlOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 720 . 43.2 90.8 54.5 > 836 111.9 67. 79.8 47.9 104.4 62.6, 74.8 44.9 94,4 56.6 �CaK_SHUTTER AREA DEFINED S; >25'-Jo' 86.2 St.7 IIK5 69.3 82.4 49.4 IOZ7 64.6 77.3 46.4 9Z4 58,4 (1)A=L x L FOR SLATS WHERE -4D' 90.7 54.4 121.4 86.6 52.0 1133 68.0 81.2 48.7 102.4 61.4 3 L=SLAT SPAN. >4D'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 >50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 (2)A=S,x L FOR STORM BARS. WHERE S-SPACING BETWEEN STORM 84BS L-STORM BARS SPAN. ems (3)A=L x h/2 FOR HF.BWHERE m L-HEADER SPAN. h m STORM 84R HEIGHT(SPAN). BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING(8S.F.) FOR ASCE 7-10-PEAK ROOF HEIGI+T GREATER TIMN aO FEET R (4)A=S x L FOR MULLIONS.WHERE S-SPACING BETWEEN MULLIONS BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS L=MULUON SPAN. RMDEN77AL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLES4LE) *. . PRODUCTS WFIICH BEAR A A&MI-OADE COUNTY ORA STATE OF FL0R/L74 ' APPROVAL PEAK A t 50 SOFT ss A 2 50 SO.FT ss ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULT/MATE 'A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 Bs.D Pitapf >70'-80' 9J.6 56.2 171.6 1030 86.251.7 151.9 91.1 EAG >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >9o'- 100' 97.3 58.4 178.4 1 107.4 89.7 538 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 1 110.5 92.5 55.5 163.0 1 97.8 > 120'- 140' 103.2 61.9 189.2 1 113.5 95.1 57.1 167.4 100.4 > 140'- 160' 105.6 634 193.6 116.2 973 58.4 171.3 102.8 > 160'- 180' 1028 64.7 1976 1 118.6 99.3 59.6 174.9 1 104.9 BUILDING SCHEMATICppllllpgl� > ,Bo'-zoo' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 �.���A.Tillil1y��� >200'-25D' 114.1 68.5 209.2 125.5 105.2 63 1 185.1 111.1 ����,•, > So'- 300' 1128 12 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ya?'JGENSF ' .u0' 1.0 72.6 221.9133.1 111.5 66.9 .3 1 17.8 123.9 74.3 227.I 136.3 114.1 68.5 200.00.9 120.5 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 >450'-50D' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 ;• � ..Q7 off 4110110 I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 84SIC WIND SPEED OF 170 MPH,AND 2014(5th 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 SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE..CHART AS SHOWN 2)THIS WND LOAD CHART MUST BE SIGNED,SEALED AND Dew BY THIS ENGINEER/F USED TO OBTAIN A ONE TIM£BUILDING PERMIT 5 ROLL-UP SHUTTERS �•� SCALE 3)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND L04D CHART. RISK GAT.lI BLOCS 06/1 V15 WIND PRESSURES ARE UL77M4TE AND A.S.D.PRESSURES. . WIND PRESSURE CHART DATE 4.)THIS ND LOAD CHART SHALL BE CONS/RETIED INVALID/F ALTERED BY ANY MFANS T7L1JT TESTING&ENGINEERING COMPANY B45/C WIND SPEED- 170 mph 5.)DESIGN W9ND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM TMS WIND LOAD CHART SHALE BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY uue U.w.1ew sa am,HAGeA1 rvroLNs IL.ores EXPOSURE D.Kd-0.85 15-189 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPRFAtDSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC). F9bn•+Gwe»-rsm.i: 10, EU-0006719 e1r� �mM � �w �� �rs DRAWING Na EB-°006719 WALTER A GLUT Jr.P.E. I orA rr-r» Mre ,I ROTI/OA Uc. 44167 N# SHEET I OF I J