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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT Ys DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P_SF) FOR ASCE 7 10 PEAK ROOF HEIGHT LESS ZMAN OR EQUAL TO 60 vct•r BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF N• LESS THAN 7'-9` L" GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3" Lxx GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSTI7VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE AS.D. OLT/MATE ASD. ULTIMATE Aso. ULTINATE ABD. ULT/MATE A.S.D. 0' - 15, 76.4 45.6 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 1 51.8 > 15'-20' 80.4 48.2 IO76 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 63.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 55.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 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 66.0 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 > 5o'-Bo' 973 58.4 130.3 78.2 1 2.9 55.7 1 121.5 1 72.9 872 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A• CLADDING Msx-,) FOR ASCE 7-to PEAK ROOF HEIGHT GREATER THAM 6o EccT* BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDEN77AL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) F'r JUL 9 6 2011 PERMI". 8JG St. Lucie County, FL PEAK ROOF Lxx LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3` HEIGHT POSN/VE NEGATIVE POSmVE NEGATIVE Ch) ULTIMATE 7SD. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. > 6o' - 7o' 91.5 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' - 9o, 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 53.8 157.9 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 95.1 571 1674 100.4 > 14D' - D' 105.6 193.6 1 973 58.4 171.3 102.8 r6D' - 1Bo' 1078 64.7 1976 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. 1 185.1 711.1 > 250' - 300' 1778 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 66.9 196.3 117.8 > 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 77.3 236.1 141.7 1 208.9 1 125.3 NOTESt -- - - - --- - --- - 1.) 7H/S 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 APPLJC48LE 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. J.) CONTRACTOR OR PERMIT HOLDER 70 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 CHART 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 SCHEDULE/TAKE OFF SHEET, ETC.). * INDICATED DESIGN WIND PRESSURES CORRESPOND 70 THE MAXIMUM END ZONE AND INTERIOR 20NE CONDITIONS AND FOR ALL ROOF SLOPES. '* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. ** PRODUCTS WHICH BEAR A MDWI-DADE COUNTY OR A SFATE OF FLORIDA APPROVAL QIoov (FS J �OG�S w ' * v �,E,,� 7 iL Lq�2t4F7 .,'� 10RIDp •�� t,,p ,e S��RIAL•�'� 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDGW RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & BWMA SHUTTERS xxx SCALE 1111111011111 RISK CAT. II BLDGS 06111115 L E C. O I N C. WIND PRESSURE CHART DATE IIWT TESTING @ ENGINEERING COMPANY BASIC WIND SPEED = 170 mph BJss N.W. J6fh SY. M. J0.5, NR4YIVG9FDEN$ R JJr66 EXPOSURE D. Kd 0.85 15- 188 Phone For: (J0.5J4)r-15J1 DRAW/NC No EB-0006719 In: ft car�smx urt Z w Pcwnon ff WALTER A. GLUT Jr. P.E. r w U-In pips a - - SHEET I OF 7 FLORIDA Lie. !F 44167 2 1 . tammts /rs A