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HomeMy WebLinkAboutBUILDING SCHEMATIC'KLAAVKL rVK L.VMrV/rLNIQ Q I.LAMMM M Fr ;)r.l rVK ADDG__/-/V - BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF -x L LESS THAN 7'-9" 1- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3" L!• GREATER OR EQUAL THAN 12'-3' HEIGHT POSmVE NEGATIVE POS1OVf NEGANVE POSITIVE NEGADVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE ASD. ULT HATE A.S.D. 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 48.2 107.6 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 4Z9 104.4 62.6 74.'9 44.9 94.4 56.6 > 25'-Jo' 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 77.'3 46.4 974 58.4 > 30-40' 90:7 54.4 721.4 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 1177 70.6 84.4 50.6 106.5 63.9 > 50'-60' -973 58.4 130.3 1 78.2 1 92.9 1 55.7 1 121.5 1 72.9 87.2 52.3 1 09.9 1 65.9 SCANNED 8Y St. Lucie County INDICATED DESIGN WIND PRESSURES CORRESPOND 70 THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. :K AYAr PRODUCTS WHICH BEAR A MIAMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF L- LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSHIVE MEGA77VE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 748.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - eo` 95.6 :4 = 175.2 g 105.7 88.0 52.8 155.0 93.0 > 90' - too' 1 973 58.4 178.4 IOZ4 89.7 53.8 15Z9 94.7 > 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 5Z7 16Z4 100.4 > 140' - 160' 105.6 63.4 1936 116.2 973 58.4 171.3 102.8 > 160' - 180' 1078 64.7 19Z6 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 63.1 185.1 11 1. 1 > 250' - 300' 11 ZB 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 1963 117.8 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.,1 123.1 > 450' - 500' 128.8 1 7Z3 I 236.1 141.7 j 118.E 1 71.2 2089 1 125.3 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED ON ASCE 7-10. FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMABON FOR A S17E 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 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULDMATE AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IWAUD IF ALTERED BY ANY MEANS. 5.) DESIGN WEND 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.9.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). A. No.44167 : •os SiAigOF r'., PRof NEB Go 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & INDIAN RIVER