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HomeMy WebLinkAboutWIND PRSSURE CHARTwun n/ur.'c PEAK ROOF He%r.F4r Mc ncc/%N WIND PRESSURE FOR rOMPn/aF M & CLADDING (P.S F. FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET aK BASIC WIND SPEED = 170 mph RISK CATEGORY U BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN T-9' L++ GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" I' GREATER OR EQUAL THAN LIVE HEIGHT POSITIVE NEGATIVE POS/TNE NEGATIVE POSITIVE NEGA77YE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. 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 7 .0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 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 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69:3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 > 30' 40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 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 > 50'-60' 973 58.4 130.3 1 78.2 92.9 55.7 121.5 72.9 87.2 52.3 1 109.9 65.9 SCANNED BY St. Lucie County INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. t* L = STORM PANEL LENGTH, ACCORDION SHUTIER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. it** PRODUCTS WHICH BEAR A M/AMI-OADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-10 - P£AK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) _ RECEIVED vtoof�� (0 - � " PY �� 1 JUL 2 6 69 yr perMO�9 1- GREATER OR EQUAL THAN 12'-3' � PEAT( L++ LESS THAN 12-3" ST. 6u�11z _ ROOF (�A� LLL HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE �j I E IEWED®Yi (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 -167.7 100.6 84.3 50.6 148.4 89.0 CODE CompLIANCE BUILDING SCHEMATIC > - 95.6 56.2 171.E 103.1 88.2 51.8 151.0 91.1 ST. LUCIE COS NTY 1 80' 90' > ao' - 90" 95.6 574 175.2 f05.1 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 1579 94.7 �+\.o I/WI11V1.IltlJn BOCC > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 > 120'- 140' 103.2 61.9 1 189.2 113.5 95.1 571 1674 100.4 T'� �r=rr✓L > 140 160' 105.6 63.4 193.6 116.2 973 58.4 171.J 102.8 'A�,.•�p. m _4�(, z _ > 16O - aqy 1078 4@2figs7;'. 197.6 Z6_!fj 99.3 59.6 174.9 104.9 \po ••�•••� �••.'f'-`_' '= . -120.8 \\\O�P��,r.``••�CENS�C -3r-?Bo 200' 109.E �59 201.3 101.1 60.7 178.1 105.9 \\\ > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 'a �� No..44167S > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > JOG, - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 �� $TKfEOF > 350' - 400' 12i9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 /� o,�Fss > ADD' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205. ] 123. 1 Q. nNe�O�\� > 450' - 500' 128.E 773 236.1 141.7 118.E 71.2 208.9 125.3 NOTES 1.) THIS CERTIRED 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 & DIPOSURES, LS COMPLETELY GENFJ?IC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 845ED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULRMATE AND ASO. 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 INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC). 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAHAMA SHUTIERS **+` DRAWN BY RISK CAT. II BLDGS_ 08109117 L E C O mc. WIND PRESSURE CHART DATE T TE57/NO & ENC/NEER/NQ COMPANY BASIC WIND SPEED = 170 mph W. Jtifh. Sf. Sle..NAi, NRCIMA G9ROF/S, fL .)]le6 EXPOSURE D, Kd = 0.85 17-194 .: (305je7r-rsw . Fm : (.)gTr-Islr ay ootwr»oh avert x.: x• ormpvmr a>T DRAWING No EB-0006719 WALTER A TILL? Jr. P.E. I mn rs-Im 71 s SHEET 1 OF 1 FLOR/DA De. a 44167 a A