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HomeMy WebLinkAboutProject information MDING'c PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS d FOR A 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET At BASIC WIND SPED s 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL WHOLESALE) PEAK I-LESS THAN 7'-9' L-•GREATER OR EQUAL THAN 7'-e'AND I-GREATER OR EQUAL THAN 12-3' ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. - INDIC47ED DESIGN WIND 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 TO THE MW.WUM END > 15'20' 80.4 46.2 107.6 64.6 76.6 46.1 100.4 60.2 72.0 43.2 ZONE AND LL ROOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67 SLOPES 1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **.L_STORM PANEL LENGTH, >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 SIZ4 58.4 ACCORDION SHUTTER >3o' GTH-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 '61.4 UM HDGHT.R � >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9' AK*at PRODUCTS WHICH BEAR A >50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 f09.9 65.9 MAIR-aWE COUNTY OR A STATE OF FLOR/OA APPROVAL BUILDING'S PEdK ROOF HEIGHT v DESIGN WIND PRES�LLac vnra COMPONENTS & CLADDING (P S r.) FOR ASCE 7-to - PEAK ROOF'HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) File copy - ?Soof s l� ��AGO PEAK ' L'•LESS THAN 12-3' 1-GREATER 00 EQUAL THAN 12'-5' ROOr O 1 HEIGHT POSITIVE NEGATIVE POSITIVE NEGTVE REVIEW ` (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. REVIE ED FOR � N >700'-80' 93.6 56.2 171.6 103.0 86.2 50.E 158.�, �9.0 Ep16Z CODE COMPI.IAi\ICE BUILDING SCHEMATIC. O 5,1�'�Q >so'-90, 95.6 57.4 175.2 105.f 88.0 52.8 155.0 93.0 S 1. LUCIE COrTY .MpR a >9o,- Too' 973 58.4 t78.4 107.4 89.7 53.8 1579 94.7 BOCC > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 •' p� F Sc > 1600'- 180h f078 64.7 1976 118.E 1 99.3 59.6 174.9 104.9 ��1Oie,-��A•T��/p�'st_� . > tea'-2OW 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 0� >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 'o . .44167 >250'-300' 1178 70.1. 216.0 129.6 108.5 65.1 191.1 114.7 1 ,*1 o >300'-J50' 121.0 72.6 221.9 133:1 111.5 66.9 196.3 197.8 >350'-400 12J.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 0 .,•• /-9 >450' 500-1 128.8 1 77.3 1 236.1 1 141.7 1 118.6 71.2 '208.9 125.3 �OF�ssIONA1-��G4a, No 1.)THIS CERRRED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2017(6th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, Sr. LUCIE&INDIAN RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROUECT. ASCE 7-10/ WIND PRESSURE CHART .LC 2.)TILLS WIND LO4D CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE TI.M£BIRLO/NC PERMIT. STORM PANELS ACCORDION&B4FIAL4A SHUfVS•.. DRAWN BY J..)CONTRACTOR OR PERMIT HOLDER To BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT.II SLOGS 08/09117 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. DATE. 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L 1-EC O,N,. 'WIND,PRESSURE CHART 4. m TILL?7E st &ENGINE' COMPANY BASIC WIND SPEED- 170 ph !]-1Q¢ S)DESIGN WIND LOAD SELECTED BY 7H£CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CINRT SHALL BE INOICAIED ON A SEPARATE DOCUMENT PREPARED BY e))1 BW.)e a n+.e1.Sb.)e wAawu Ou+; OINS R.).flee EXPOSURE D,Kd 0.85 THE CONTRACTOR OR PERMIT HOLDER(a.y.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC). Pew.:()oe)e)1-1e.To.la!(,w!)e71-1))1 �� m,x. DRAWING No EB-0006719 WALTER A TILL?Jr.P.E. 010 1)-1e° �) • SHEET I OF l nORUA UP. 44167 '