Loading...
HomeMy WebLinkAboutPLANSBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS $CLADDING (8S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT Toss MAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY 1/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 1011 FILE Gopko RECEIVED JUL l PEAK ROOF I- LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9` AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN 12'-3' HEIGHT P0.SmVE 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.O. 0' - 15' 76.4 45.8 102.4 61.4 73.0 438 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 72.0 432 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 1077 64.6 773 46.4 90.7 121.4 86.6 52.0 113.3 66.0 81.2 48.7 40'-5O' 94.3 j!f56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 I]EM > -60' 97,3 58.4 130.3 .22 92.9 55.7 121.5 72.9 872 52.3 �VNty�1tU BY ;t Lucie Count BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A• CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEFT�r BASIC WIND SPEED = 170 mph RISK CATEGORY 1I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L•• LESS THAN 12-3• L•• GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGANVE PO.SIRVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 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' 95.6 574 175.2 105.1 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' - 120' 100.5 60. J 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 197, 6 118.6 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' 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 2271 136.3 114.1 66.5 200.9 120.5 * 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.7 123.7 450' - 500' 128.8 77.3 236.7 147.7 118.6 71.2 208.9 p25.3 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CH4RT, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPUGIBLE 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 /F USED TO OBTAIN A ONE TIME BUILDING PERMIT 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID /F ALTERED BY ANY MEANS. r 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.y., 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 x; * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR B HAMA SHUTTER HEIGHT. *7(; PRODUCTS WHICH BEAR A MAUI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL PE pf (4t i �EkG�t 2074 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDGW RIVER ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & BO AMA SHUTTERS "'* SCALE RISK CAT. II BLOGS 061,1115 L E C O, n e, WIND PRESSURE CHART DATE T TESTING R ENGINEERING COMPANY BASIC WIND SPEED = 170 mph EXPOSURE D, Kd 0.85 15- 188 W.J6M SG, SYe. = NRGINN CIRD£NS D. miffR-EDRAWING No ion.: (sosJB 0o . Fu : ryosle7r-rsar Rev. �� xer. ws B-0006719 WLTIL A UT Jr. P.E. r r,-in /N/Is J FLORIDA Ue. IF 44161 r J. � /rs a I SHEET l OF 7