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HomeMy WebLinkAboutPROJECT INFORMATIONP Y BASIC WIND SPEED = 170 mph RISK CATEGORY !l BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 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 PoSH/VE NEGATIVE POSmVE NEGATIVE PoSaw NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. D' - 15, 76.4 45.8 102.4 67.4 73.0 43.8 95.5 57.3 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 50.2 111.9 671 79.8 4Z9 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 77.3 46.4 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.5 52.0 113.3 68.0 81.2 48.7 102.4 61.4 56.5 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 706.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 127.5 72.9 872 52.3 109.9 j BS9 SCANNED BY St, Lucie County BUILDING'S PEAK .ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETaK BASIC WIND SPEED = 170 mph RISK CATEGORY /l 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 A.S.D. ULTIMATE A.S.D. ULTMATE A.S.O. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 j 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 1 88.0 52.8 155.0 93.0 90' - l00 97.3 58.4 178.4 107.4 89.7 53.8 157.9 - 94.7 > 100' - 120' 100.5 60.3 184.2 10.5 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 10Z8 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 I 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 - 185.1 111.1 > 250' - 300' 1176 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 12.1.0 72.5 221.9 733.1 111.5 66.9 196.3 ! 117.8 > 350' - 400' 123.9 74.3 22Z 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' - 500-1 128.8 1 773 236. 1 141.7 118.6 71.2 208.9 125.3 NOT63: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, _ BASED ON ASCE7-10, 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 DAW 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 W/ND LOAD CHART SHALL BE CONSIDERED IANAUD /F ALTERED BY ANY If S ' 5.) DESIGN..W/ND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND' LOAD CHART SHALL BE INDICATED ON N A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). `rtV * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COIVDIRONS AND FOR ALL ROOF SLOPES. ** L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. t** PRODUCTS WHICH BEAR A MLAMI-DARE COUNTY OR A STATE OF FZORIDA APPROVAL 5T. LUCATE(CODUNTI41 9DD REVIEWED FOR COi DIVLSION REV -!AM IVE DATE PLANS PERhYg1' AgUST BL► IcZ ; OR NO LVSPECTION WILL BE MADIi.ONJ1DS 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS .ACCORDION & BAHAMA SHUTTERS *** SCALE RISK CAT. Il. BLDGS 0611 V15 L EGO 1 M c . WIND PRESSURE CHART GATE STING & ENGINEERING. COMPANY ft4S/C WIND SPEED = 170 mph 1.5- 1 S8 A Sf. Vf =. V/ A G4w ,, D. W166 EXPOSURE 0, Kd = 0.85 (,W 71-1= . I. : (")871-IS31 R[l: Me MStim6 ol][ x[1: MI[ DRAWING No EB-0006719 WALTER 77LL? Jr PE A; r an r1-177 /1r/1s a - - FLORIDA Uc, 6 44197 1 1 _ _ SHEET 1 OF 1