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HomeMy WebLinkAboutWIND PRESSURE CHARTSUADING'S PEAK ROOF HEIGRT vs DESIGN WIND PREMM FOR COMPONENIS & CLAD-D-W (&IF.) FOR ASCE 7-10 - UAK ROOF HFIGM LESS ZHAN OR EDUAL To 60 BASIC WIND SPEED = 170 mph RISK CATEGORY if 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" I' GREATER OR EQUAL THAN 12�3" HEIGHT POSMVE NEGATIVE POS177VE NEGAnVE POSITIVE NEGATIVE (h) 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 7J.0 43.8 95.5 5zi 68.5 1 41.1 86.4 51.8 * 15�20' 80.4 48.2 1OZ6 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 79.6 4Z9 104.4 'i�2- 6 74-8 'i4 9 94.4 56.6 * 25�JO' 86.2 51.7 115.5 69.j 82.4 49.4 107.7 64.6 7ZJ 46.4 9Z4 58.4 * 30�40' 90.7 54.4 121.4 72.8 L6.. 52.0 113.j 68.0 81.2 48.7 102.4 61.4� * 40'-50' 94.J 56.6 126.2 75.7 1 go OD 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50�60' 1 9 TJ 58.4 130.3 1 78.2 1 92.9 F 55.7 8Z2 52.3 109.9 65.9 SCANNED ey St. Lucie County RMADING'S PEAK ROaF H&MT vs DESIGN WIND PM-MW FOR COMMEMS & CLAWNG (ES-F-) FOR ASCE 7r�10 - PEAK ROOF HEIGHT ®RMTER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS *RESIDENTIAL, APARMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) terd's -Oj�c"'z REVIEWED FOR PEAK ROOF I- LESS THAN 12-3" 1' GREATER OR EQUAL THAN 12�3" HEIGHT Posmvr NEGATIVE 1,05177VE NEGATIVE (h) UL77MATE A.S.D. A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. > 60' ,70' 91.5 54.9 16Z7 0 84.3 50.6 148.4 89.0 9J.6 - I I . ;1IL77MATE 171.6 lFqQ..6, DX D ' 0 - -pil 86.2 51.7 151.9 91.1 ­3�-80' �--gV - --� �i5.6 . 57.4 175.2 105.. 1� - 88.0 52.8 155.0 Y3. -0 * go, - loo, 973 58.4 178.4 1074 89.7 5J.8 15Z9 94.7 * 100' - 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 * 120' - 140' 103.2 61.9 189.2 111.5 95.1 5Z1 167.4 100.4 * NO' - 160' 105.6 6J. 4 193.6 116.2 9Z3 58.4 171.J 102.8 * 160' - 180' 1078 64.7 1976 118.6 99.j T9. 6 74.9 104.9 * 180' - 200' 109.8 65.9 201.3 120.8 101.7 60.7 178.1 106.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 6J. 1 185.1 111.1 * 250' - JOO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * 300' - 350 .0 72.6 221.9 133.1 111.5 66.9 196.j IlZ8 * 350' - 400' 12J.9 74..'� 2j.. IJ6.3 114.1 68.5 200.91 120.5 * 400' - 450' 126.4 5 �l 2 139.1 116.5 by.y 2051 1 * 450' - 500' 128.8 7Z3 236.1 1 141.7 1 118.6 1_71.2 1 2089 �123. I 25.J No I ) THIS CERTIFIED SIGNED AND SEALED KIND LoAD CHART, PREPARED By THIS ENGINEER, BASED ON ASCE 7- 10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLIC46LE RISK C47EGORY BUILDING & &MSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON 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 77ME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE 94SED ON THIS GLWFJ?IC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD C114RT SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOIDER FROM THIS WIND L04D CHART SHALL BE INDICATED ON A SEPAR47E DOCUMENT PREPARED BY 774E CONTRACTOR OR PERMIT HOLDER (e.9, SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC). I CODE COMPLIANCIN ST. LUCIE COUNTY - Be -CC 4�r� INDICATED DESIGN WND 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 BAHAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A M14MI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL File Cop� C ' ?Q, of 1 0 \10 Go 0 2017 (6th EDI770N) FLORIDA BUILDING CODE - BROWARD. PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER