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HomeMy WebLinkAboutWIND PRESSURE CHARTSCANNED BY St. Lucie County �REssrneE Fim' _ `aLyPoilr,€/d9s a' BASIC WIND SPEED = 170 m RES/DENTWL, APARTMENT BUILDINGS &� �.7�f0 - PE®lC ROOF k1k`IPiWP ;L�S.S `Y!-VEIN L oUef TA 60 F£i kT � f WHOLESALE) PEAK ROOF L" LESS THAN 7'-9' L" GREATER OR EQUAL THAN 7"9' AND LESS THAN 12 -3' 1- GREATER OR EQUAL THAN 12'-3- HEIGHT POSITIVE NEGATIVE POSITVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASA. ULTIMATE A.S.D. LIT .WTF A.S.D. ULTIMATE A.S.D. D' - 15' 76.4 45.8 102.4 _ 61.4 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 76.6 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' B3.6 50.2 111.9 67.1 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 7Z3 46.4 EIZ4 58.4 > 30'-40' - 90.7 54.4 121.4 72.8 ' 86.5 52.0 113.3 68.0 61.2 46.7 102.4 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 1 50'-80' 97.3 58.4 130.3- 78.2 . 92.9 - 55.7 U1.5 1- 72.9 - 87.2 1 52.3 109.9 BUILDING'S PEAK ROOF HEIGHT es DESIGN WIND PRESSURE FOR COMPONENTS -e CLAP- MG M.S.Fj FOR AWE 7-10.-- PEAK R00F. HEIGHT GREATER THAN. 60 FEET .22&EB BASIC WIND SPEED. 170 mph RISK CATEGORY I/ BUILDINGSnj RESIDENT)AL, APARTMENT BUILDINGS & COMMERCIAL' BUILDINGS (RETAIL, WHOLESALE) CODE COMPLIANCE ST. LUCIE CO�-UTy SOCClI PEAK L- LESS ROOF THAN 12-3' L'? GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE - - NEGATIVE - POSITIVE _. IIE647IVE (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.E 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 > so' - bd' 95.6 57.4 175.2 105.1 88.0 52.8 155.G 93.0 90' - 100' 9Z3 58.4 178.4 107.4 89.7 53.8 1579 . 94;7: >:lcG 21 0 100.5 1 184.2 F hi0:5' 92.5 55.5 163.0 978' > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 167.4- . 100.4 > 140' - 180' 105.6 63.4 193.6 116.2 97.3 58:4 171.3 702.8: T6o' - 18D' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120 10101.1 50.7 178.1 106.9 > 2OO' - 250' 114.1 68:5 20 .2 125.5 105.2 63.1 185.1 f 11. 1 250' - 300' 117.8 70.1 215.0 129.6 *108.5 55: 1 191i1 114.7 S 300' - 350' 121.0 72.6 221.9 -133.1 11 1.5 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 . 176.5 69. R 205:1 123.1.. 49o' - 5oo' 128.8 77.3 236.1 141.7 118.6 77.2 208 8 125:3 P10TE5: .. - - - - - . 1.). THIS CER77,9ED 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 & &FOSURES, IS COMPLETELY GENERIC AND DOES NOT PROWL)E INFORM4770N FOR A- SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO 06TAJN A ONE TIME BUILDING PERMIT. S) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIN° 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 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 (&g., SPREADSHEET, OPENING SCHEOULE17AKE OFF SHEET, ETC). flAl67 2017.(6✓; EDITION) FLORIDA SL ULPEC®am T INDICATED DESIGN WIND PRESSURES, CORRESPOND TO THE MA"JUM:END . ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHMTA . SHUTTER HEIGHT. PRODUCTS WHICH. BEAR A M1AMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL PRLo0G�S CODE - BROV,ARD, PALM BEACH, MARRN, SZ LL'CIE & 1NDLW .-?PIER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS,. ACCORDION & BO MA SHUTTERS '' DRAWN BY RISK 04T. If BLDG5 03109117 DATE WIND PRESSURE CHART 17- 194 BASIC WIND SPEED = 170 mph U166 EXPOSURE A Kd = 0.85 DRAWING No p .. xe °� u rs .. I ° 1 1 1 v