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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS & C ADD/N(j_MSF•) FOR ASCE 7 f0 pEAK ROOF HEIGHT LErS THAN OR EOUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY -�+ Lucie Countv PEAK ROOF L" LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L- 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, 75.4 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 4&2 I076 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 1077 64.6 773 46.4 > 30'-40' 90.7 54.4 121.4 86.6 52.0 1133 68.0 81.2 48.7 '-SD' 94.3 56.6 126. 75.7 90.0 54.0 1177 70.6 84.4 50.6 Lm > 5'-60' 973 58.4 130.3 8.2 92.9 55.7 121.5 729 87.2 52.3 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F,,) FOR ASCE 7 10 PEAK ROOF HUGHE CacdTFR THAN 60 cccr �r BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) �rA ` 9 •�`r ¢/� 3• ?tr-m *j-� PEAK ROOF L- LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NE"TNE POSITIVE NEGATIVE (h) ULTIMATE FASO. 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' - 9o, 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 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 55.5 163.0 978 > 120' - 140' 103.2 61.9 189.2 1 113.5 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 > 160' - 200'A126. 65.9 20 J.3 120.8 f 01. 1 60.7 778. 1 106. > 200' - 250'68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300'70.1 216.0 129.6 108.5 65.1 191. 1 114.7 > 300' - 350'72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400'74.3 2271 136.3 114.1 68.5 200.9 120.5 > 400' - 450'75.8 231.8 139.1 116.5 69.9 205. 1 123.1 > 450' - EGO, 128.6 77.3 236.1 141.7 118.6 71.2 208.9 125.3 - - - - - - 1.) THIS CERTIFIED SIGNED. AND SEALED WINO LOAD LWAR7, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A 84SIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURE$ IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGHED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT 3.) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SaECBON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DE57GN 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.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES �KaK L = STORM PANEL LENGTH, ACCORDION SHUTTER BLACE LENGTH OR B4HW SHUTTER HEIGHT. *7/..%. PRODUCTS WHICH BEAR A MbWl-DARE COUNTY OR A STATE OF FLORIDA APPROVAL PE pf DES l �S%G�j xlk s70AIAL ',• - 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IN014N RIVER COUNTIES