Loading...
HomeMy WebLinkAboutBUILDING SCHEMATICWILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONEWS & CLADDING (P S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 7'-9' L- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12-3' Lam- GREATER OR EQUAL THAN 12 -3' HEIGHT POSITIVE NEGATIVE PoSmV£ NEGATIVE POSmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 IOZ6 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 49.4 107.7 64.6 77.3 46.4 97,4 58.4 > JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 61.4 > 40'-50' 94.3 56.6 126.2 1 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 1 63.9 > 50'-60' 973 58.4 130.3 1 78.2 1 92.9 1 55.7 121.5 72.9 872 52.3 109.9 65.9 SCANNED BY St. Lucie County * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDRIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR SAIIAMA SHUTTER HEIGHT. ..-*r* PRODUCTS WHICH BEAR A M/AM/-DADS COUNTY OR A STATE OF FLORIDA APPROVAL aHILAW'S PEAK ROOF HEIGHT vs DESIGN WND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETak BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF Lam- LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE PoSmVE NEGATVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.5.0. > 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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - 100' 97.3 58.4 178.4 1074 89.7 53.8 1579 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 57.1 16Z4 100.4 > f40' _- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 j 102.8 > ifi0' - 180 107.8 FF97.6 17 . A 99.3 59.6 174.9 104.9 > 6--- OD 1 109.8 65.9 201.3 26'6" 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' 1 7 .8 70.1 216.0 129. E 108.5 65.1 191.1 114.7 > 300, - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 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 77.3 1 236.1 141.7 118.6 71.2 1 208.9 1 125.3 Noce• 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 DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3) CONTPACTOR 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 A&D. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CON7RAC7OR 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/IAKE OFF SHEET, ETC.). FILE COPY No.44167 *S y •o �. 5(AlEBF r=�i �?� iv A` •....... .. ?s"' (0 -) it 00 �E�&1 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARHN, ST. LUCIE & IND14N RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAHAMA SHLD7ERS DRAWN BY RISK CAT. ll BLOGS 08109117 IL ECOINC. WIND PRESSURE CHART DATE ET TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph NW. 36fM1 R plzl 03, I. G18OS FG .Tl166 EXPOSURE D. Kd = 0.85 17- 194 PMme :. (aosfeT U-00 Fm : (.l0.5)BTf-rsaf DRAWING No EB-0006719 'n' N' ate' 1 01'• mr. A4 ��na urr WALTER A TILUr Jr. P.E. f aA rs-fm /r a FLORIDA Uc. f 44167 a . SHEET 1 Of I