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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PS-F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 ak BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) OGANNED BY .It Lucie County PEAK ROOF L'* LESS THAN 7'-9' N* GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12•-3' L*' GREATER OR EQUAL THAN 12'-3' HEIGHT POSITVE NEGATIVE POS/RVE HfGAT/VE 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 45.8 102.4 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 4a2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 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 46.4 974 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 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97J 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872,. 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) LUCIEwr BU)M DIDIGDIVISION VIEWED FOR CO L 4ACE VM1 WED 12Y rs 7 � AF; PERMMIT UST BE ICXrT ON JOB L\SPECTION WILL BE MADE. 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 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - Too' 973 58.4 178.4 89.7 53.8 15Z9 94.7 - 12D 100.5 60.3 184. 110.51 92.5 55.5 163.0 978 > 120' - 140' 703.2 1.9 189.2 95.1 571 16Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 1078 64.7 19Z6 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' 11Z8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350, 121.0 72.6 221.9 1 133.1 111.5 .66.9 196.3 11Z8 > J50' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450'1 126.4 75.8 231.8 139.1 1 116.5 69.9 2051. 123. 1 > 450' - 500' 128.8 773 236.1 141.7 1 118.E 71.2 208.9 1 725.3 NO I.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF f70 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON 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 SELECT70N OF DESIGN WIND. PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND AS.O. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF 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 (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. ** L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAM4 SHUTTER HEIGHT. ** PRODUCTS WHICH BEAR A M/AMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL 2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & INDIAN RIVER COUN77ES ASCE 7-10 / WIND PRESSURE CHART L C. STORM PANELS, ACCORDION & BAH" SHUTTERS *** DRAWN BY RISK GAT. If BLDGS 08109117 L E C O .NC. WIND PRESSURE CHART DATE T TESTING R ENGINEERING cOYPANY BASIC WIND SPEED = 170 mph 1 7- 194 W. 36N. St W. NRGINA GARDENS D. M166 EXPOSURE D, Kd = 0.85 W� : twfi)971-'0AAe. . F.: (")871-IWf DRAWING No EB-0006719 ^� N° °�W10x anc anr. x, xaeamx NX WALTER A TILLIT Jr. P.E. 1 mA Is -lea /r ° SHEET I OF f t1DRIDA Uc. $ 44167 1: