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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDINGS PEAK ROOF HEIGHT Ys DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET dK BASIC WIND SPEED = 770 mph RISK CATEGORY N BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEI" 71 JUL 001 2017 SCANNED BY St. Lucie County ® � COpy 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 POSmVE NEGATIVE POSITIVE NEGATIVE POSFW NEGATIVE (h) ULNMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.SD. 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 48.2 107.6 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 773L 97,4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 106.5 63.9 > 50'-60' 973 58.4 130.3 78.,2 92.9 55.7 121.5 72.9 87.2 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT Ys DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S F.) FOR ASCE 7-10 - MK ROOF HEIGHT GREATER THAN 60 FEET * BASIC WIND SPEED = 170 mph RISK CATEGORY TI 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 ASD. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE 'A.SO. > 60' - 70' 91.5 1 54.9 1677 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 53.8 157.9 94.7 > 100.5 60. 184.2 17 92.5 55.5 163.0 9 .8 12O' - 14D' 103.2 61.9 189.2 113.5 )95.1 57. 1 167.4 100.4 > 60' 105.6 .4 193.E 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.E 227.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 2271 136.3 114. 1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 6.369.9 205.1 123.1 > 450' - 500' 128.8 773 236.1 141.7 T J8.6 71.2 208.9 125.3 el0li�: 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 IF 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 A.S.D. PRESSURES. 4.) THIS WIND LOAD CNART 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 (e.g., SPREADSHEET, OPENING SCHEOULE/TAKE OFF SHEET, ETC.). * INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COND/BONS AND FOR ALL ROOF SLOPES. ** L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. 7k /K�t PRODUCTS WHICH BEAR A M6MMI-124DE COUNTY OR A STATE OF FLORM4 APPROVAL PEP0 �f �E%G�S •'�jCENs : ✓� ,Lfgw1dC AZ ORIA1:... a ' .arNerrr 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN. ST. LUCIE & INDIAN RIVER COUNTIE ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & B4HaN4 SHUTTERS •" SCALE RISK 04T. It BLDGS 0611V15 WIND PRESSURE CHART DATE nwr TESTING & ENGINEERING COMPANY BASIC WIND SPEED - 170 mph 15-18$ M5 N.W. J61h SL. 7b. =,, WWNN WDDI; D M166 EXPOSURE 0. Kd = 0.85 Pfwne : (JD5J6T1-16J0 . I. : (JW)67f-ISJ1 DRAWING No ES-0006719 uv. 6a I°°O0.`' aw I W. '^ ' - WALTER A. TILLIT Jr. it -in /Cps a FLORIDA Ue.f1PE. 4m SHEET I OF 1