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HomeMy WebLinkAboutBUILDING SCHEMATICBWLD/NG'S PEAK ROOF HEIGHT Ms DESIGN mm PR£SSdRE FOR COMPONENTS A CLADDING (8SAF.) FOR ASCE 7 1D PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENFAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Lee LESS THAN 7'-9" Lee GREATER OR EOUAL TMAN 7'-9" AND LESS THAN 12'-3' Lei GREATER OR EQUAL THAN 72'-3' HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE 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 1076 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 79.8 479 104.4 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 64.6 773 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 1177 70.5 84.4 1 50.6 106.5 63.9 > 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 OWLD/NG'S PEAK ROOF HEIGHT Vs DESIGN WIND PRESSURE FOR COMPONENTS R' CLADDING (P.SF) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS CONCcNERS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) E 1Ci )R OR RECO DTMEOR EMS FILE COPY oc, 31 ?0Aa ST. Lucie PEAK ROOF Lee LESS THAN 12-3" Lee GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE -K92.5 ITIVE NEGAIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.650.6 148.4 89.0 -r70' =- 90'� 93.6 171.6 03a3151.7 151.9 91.1 > Be - 90' 95.6 574 175.2 105.152.8 155:0 93.0 > 90' - 100' 973 58.4 178.4 107.453.8 157.9 94.7 > 1DO' - 120' 100.5 60.3 184.2 110.555.5 163.0 97.8 > 120' - 140' 103.2 6L9 189.2 113.5 95.1 571 1674 100.4 > 140' - 160' 705.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 1078 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. 1 185.1 111.1 > 250' - 300' 117E 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350'1 121.0 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 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 LO8 M > 450' - 500' 128.E 773 236.1 141.7 118.6 71.2 MO�c• 1.) THIS CER77RED 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 CATEGORY 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 70 OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND ASD. PRESSURES, 4.) THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WMD LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE /10DIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET ETC.). FILE COPy te( O^ � INDICATED DESIGN WIND PRESSURES CORRESPOND TO ME MAKIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. at L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. AC* PRODUCTS WHICH BEAR A ML4Ml-DADS COUNTY OR A STATE OF FLOR/OA APPROVAL w l�_ S No°44167 -o `t gTA1g OF �;�v 90,E°•.;�2OR10�;• �;.° 2p S Acn'° 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES