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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HE/h:,ivs DESIGN WIND PRESSURE FOR COMEDNEWS & CLAD-DW (PSF,) FOR ASCE 7 f0 ffAK ROOF HFIGHr LM THAN OR EQUAL To 60 FEET ae BASIC WIND SPEED = 170 mph RISK CATEGORY 1/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7-9 AND AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POS/TME N£GAT/VE POSITIVE NEGATIVE ChJ ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.O. 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 > 15'-20' 80.4 48.2 107.E 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 86.2 5 . 115.5 82.4 49.4 107.7 64.6 77.3 46.4 97.4 90.7 54.4 121.4 72.8 86.6 52.0 173.3 68.0 81.2 48.7 102.4 94.3 .6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 A65.9 973 58.4 130.3 78.z 92.9 55.7 721.5 72.9 872 52.3 109.9 oGANNED BY ;t Lucie County BUILDING'S PEAK ROOF H / HT vs DESIGN WIND PRESSURE FOR COMPONENTS dE CLADDING (P S F.) FOR A PF 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 cccr ar BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L'+ LESS THAN 12-J" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGAt1VE ChJ ULTIMATE A.S.D. ULTIMATE A.S.O. OLTIMATE I A.S.O. ULT MATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 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' - 100' 973 58.4 178.4 107.4 59.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 1 70.5 92.5 55.5 1630 97.8 > 120' - 140' 1032 61.9 189.2 1 113.5 95.1 57. 1 167.4 100.4 > 140' - 160' 105.6 634 193.E 116.2 973 58.4 171.3 102.8 > 160' - 1B0' 7078 64.7 1976 118.6 99.3 59.6 174.9 - 104.9 > 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 63.7 185.1 1 111.1 > 25D' - 3DD' 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 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 4,50' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1 123.1 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 1 125.3 NOTEST 1.) THIS CER77FIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, B45ED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES /S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD' CHART MUST BE SIGNED, SEALED AND O47ED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULBMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID /F ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE /ND/C47ED ON A SEPARATE DOCUMfA' PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET ETC.). This is Not A Master Drawing, Valid Only For One Time Permit, RE C "E�VED APR 12 2017 PERMITfiNG St. Lucie COunq', FL INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END 20NE AND INTERIOR 20NE CONDITIONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. *** PRODUCTS WHICH BEAR A MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL p � 'vCEN�F•• `�9 No. 44167 STATE OF �10RI .... G 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES N.W. J61 Phan. : ILIEC O ,Nc ASCE 7-10 / WIND CHART NELS, ACCORDION & B4H4M4 SHUT RISK CAT. 1I BLDGS WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.85 AS SHOWN ♦*# SCALE 0611 V15 DATE 15-188 wa DRAWING No SHEET 1 OF 1