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HomeMy WebLinkAboutPROJECT INFORMATIONB_UILDWO'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS- & CLADDING (ME) FOR A C 7-fa PEAK ROOF HELGUT LESS THAN OR EQUAL TO 60 FEET �r pP BASIC WIND SPEED = 770 mph RISK CATEGORY I! BUILDINGS 9 . RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) #wok ^ py APR 12 2017 IV PERMI17fPCz St. Lucie County, FL PEAK ROOF L" LESS THAN 7-9" L•" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12 -5" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIM4TET A.S.D. ULTIMATE A.S.D. ULTIMATE I.`. A.S.D. ULTIMATE TA.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 1 43.8 95.5 573 68.5 41 86.4 51.8 > 15'-20' 80.4 48.2 107.6 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 67.1 79.8 47.9 104.4 62.6 74.8. 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107,7 64.6 77.3 I' 46.4 97.4 58.4 > 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 > 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 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 1 127.5 72.9 87.2 . 52.3 109.9 65.9 OGANNED BY ')t Lucie County BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (,&S F. FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 EEEr �r BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) C PEAK ROOF L- LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. UCT/MATE A.S.D. LILT/MATE A.S.O. ULTIMATE A.S.D. 765, - 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 > 60' - 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 89.7 53.8 1579 - 94.7 > 100.5 6 184.2 92.5 55.5 163.0 j 978 LEE-- 1 ' 103.2 61.9 189.2 113.5 95, 1 57. 1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 .2 973 58.4 171.3 102.E > 160' - 180' 107.8 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 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 > 250' - 300' 1178 70.1 216.0 129.6 108.5 15S I 191.7 174,7 30O' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 - 1178 0' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 - 120.5 0' - 450' L>45-O' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123. 1 - 500' 728.8 773. 236.1 141.7 118.6 71.2 208.9 125.3 N 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK C47EGORY 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 DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT" 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 * INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COND177ONS AND FOR ALL ROOF SLOPES, AF* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A M/AMI-D4DE COUNTY OR A STATE OF FLORIDA APPROVAL No. 44167 9 STATE OF P- C `fSa 0 GNl 2014 Ph EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RNER COUNT/ES IL ECA . \ TILUT TESTING & ENGINEERING COMPANY 6J55 Ph.. �JOS)971-15JO' r.: ("DEN_ �1JJI6fi EB-0006719 ASCE 7-10 / WIND PRESSURE CHART 1RM PANELS, ACCORDION & 84LW A SHUTTERS xxx RISK 041 II BLOGS WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.85 AS SHOWN SCALE 0611 V15 DATE 15-188 DRAWING No SHEET 7 OF I