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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR C AMONEvTS & CLADDING (P-S.F.) FOR ASCE 7-10 - PEAK ROOF HMHT LESS THAN OR. EQUAL TO 60 ME ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS _ RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK Lx•LESS THAN 7'-9" Lx'GREATER OR EQUAL TNAN 7'-9"AND L1t GREATER OR EQUAL THAN 12'-J' ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POS177VE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * D'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 INDICATED DESIGN WIND PRESSURES 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2ZONE AND INTERIOR ZONE CONDIRONS 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 56.5 SLOPES. >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 974 58,4 **L ACCORDIONESHLUTTER ENGTH > 30'-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 @LADE LENGTH OR eAIUMA SHUTTER HEIGHT. > 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 ** PRODUCTS WHICH BEAR A >50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MIAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PSF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESlDENRAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L• LESS THAN 12-3' Lx'GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEG477VE POSITIVE NEGATIVE (h) ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULBM47E ; A.S.D. > 60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 I 148.4 89.0 BUILDING SCHEMATIC > �. . 171.6 86.2 51.7 151.9 91.1 > 80'- 90' 9 175.2 105.1 88.0 52.8 155.0 93.0 - 100' 9 178.4 .4 89.7 53.8 1579 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 1%. > 120'- 140' 103.2 61.9 189.2 173.5 95.1 57.1 167.4 100.4 ,LIL ` ITI > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 ,$6 �� r > 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ,111�P;•JVENE+�( > 180'- 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 >200'- 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No, 44167 > 250'- 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300'- 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 STATE OF h> J50'- 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.50'- 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.10'- 500' 128.8 773 1 236.1 141.7 118.6 71.2 208.9 125.3 This is Not A Master Drawing, :ss %. oNAL Valid Only For One Time Permit,NO " "-�,,,,,,, 1.) THIS CER711-1£0 SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPT,AND 2014 (5th EDITION) FLORIDA BUILDING CODE- BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN APPUCABL£RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. ASCE 7-10 / WIND PRESSURE CHART 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED By THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT. STORM PANELS, ACCORDION&8*14MA SHUT7ERS xxx 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK C9T. 11 BLDG$ WIND PRESSURES ARE ULHMATE AND A.S.D. PRESSURES MrE 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IANAUD IF ALTERED BY ANY MEANS. CO 1N c. WIND PRESSURE CHART 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY TILUT TESTING&ENGINEERING cONPANY BASIC WIND SPEED- 170 mph 6355 KW.J61h.5L.St.JW.WRG A G400W.R M EXPOSURE A Kd- 0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET; ETC.). Ph—(MS)871- JO .rox:(JW)871-1531a E8-0006719 xcv.x• eacxmexmmrm.hs nacarrxul ma WALTER A. TILLIT Jr. P.E. r ao 11-1n n/15 a ELORIOA Llc. ,Q 44767 J+covN= Its -