Loading...
HomeMy WebLinkAboutBUILDING SCHEMATICBOAD-M'S PEAK ROOF HEIGHT vs DESIGN WWp PRESSURE FOR COMPONENTS & CLADDING-(PS-F.) FOR ASCE 7-10 - UAK ROOF WEIGHT LESS THAN OR EQUAL TO 60 FEEr BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) v PEAK ROOF I- LESS THAN 7'-9" 1' GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 702.4 61.4 73.0 5Z3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 107.E 64.6 76.8 4 60.2 72.0 43.2 90.8 54.5> 20'-25' 83.6 502 171.9 67.1 79.8 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 g46.1100.4 7 64.6 7Z3 46.4 97.4 58.4> 3o'-4D' 90.7 54.4 121.4 72.8 86.6 3 68.0 87.2 48.7 102.4 61.4 4D50'94.3 56.6 126.2 757 90.0 7 70.6 84.4 50.6 106.5 63.9> 50'-60' 97.3 58.4 130.3 78.2 92.9 72.9 8Z2 52.3 109.9 65.9 BASIC WIND SPEED = 170 mph RISK CATEGORY # BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L- LESS THAN 12-3" L- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 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' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 9Z3 58.4 178.4 IOTA 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 703.2 61.9 1 189.2 113.5 95.1 571 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 771.3 102.8 780 BLI, 107.8 _ 4.7: 197.6 " 1816 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' 117.8 70.1 216.0 129.6 108.5 65. 1 > 300' - 350' 121.0 72.6 221.9 133. 1 111.5 66.9 > 350' - 40a' - 123.9 74.3 - 227.1 136.3 114. 1 68.5 A112J. > 4Do' - 450' 126.4 75.8 231.8 139.7 116.5 69.9 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 No 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 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 GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WAD PRESSURES ARE ULTIMATE AND ASO. 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 INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER &.9., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ;t* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. ** PRODUCTS AWN BEAR A M/AMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL F ?V, pf 00GO Ij/fl0pi/Oiby���• FILE Y !yam a: °JGENSF t% g No.44167 TATE OR oP ����� 2 i� 2017 (61h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDWJ RIVER COUNTIES