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HomeMy WebLinkAboutPROJECT INFORMATIIONHEIGki "vs DESIGN WIND PRESSURE FOR COME-..'T�NTS & CLADDING (PSF.) FOR AWE 7-f0 - BASIC WIND SPEED - 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF L** LESS THAN 7'-9" L•" GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. IJL77WTE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.. D' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 75'-20' 80.4 48.2 10Z6 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 6Z 1 79.5 479 104.4 62.6 74.8 449 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 1 113.3 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' 97.3 1 58.4 1 130.3 78.2 92.9 55.7 121.5 1 72.9 672 52.3 1 109.9 1 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE f OR COMPONENTS A CLADDING (P.S F.) FOR ASCc' 7- f 0 -PEAK ROOF HEIGHT GRL4 THAN 60 FEET aF BASIC WIND SPEED = 170 mph. RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FiLECOPY ST. LUIPE CO TY B LDLYG DIVISION REVIEWED FOR CCIQ"LIAMCE REVIEWED UY . DATE PLANS AN21 PERMIT MUST BE KEPT ON TOE s OR NO INSPECTION iVILL BE MADE. PEAK ROOF L** LESS THAN 12-3' - N• GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE - _- _- _ NEGATIVE - POSITIVE - NEGATIVE (h) ----FA.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 157.9 91. 1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 97. = 178.4(--- 7U1.4 89.7---53.8 157.9 94.7 > 100' - 120' 700.5 60.3 184.2 92.5 55.5 163.0 978 > 120' - 140' 703.2 67.9 189.2 113.5 95.1 5Z7 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 1076 64.7 1976 115.6 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 63.1 185.1 111.1 > 250' - 300' 7778 70.1 216.0 129.6 708.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 . 66.9 196.3 7778 > 350' - 400' 123.9 - 74.3 22Z 1 136.3 114.1 68.5 1 200.9 120.5 > 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 1 118.6 71.2 208.9 125.3 No 1.) THIS CER77F7ED 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 & EXPOSURES lS 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 IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE,ULT]M47E AND ASD. 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 DOCUMENTPREPAREDBY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). 91 * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDIAONS AND FOR ALL ROOF SLOPES. ')k L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BMAMA SHUTTER HEIGHT, '.* PRODUCTS WHICH' BEAR A M AM/ -DARE COUNTY OR A STATE OF FLORIDA APPROVAL P6 pf IPS i 10, GO 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARNN, ST LUCIE & INDMN RIVER COUNTIES ASC£ 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & B*AW SHUTTERS *** SCALE - RISK CAT. 11 BLOGS 0611 V15 L E C O -in c. WIND PRESSURE CHART DATE 77LUT TESTING & ENGINEERING COMPANY HAS/C WIND SPEED = 170 mph 6J56 NW..J6rh SGG,, Vf J0.5 VMNA G4ROeT' , R 1T166 EXPOSURE D, Kd = 6.85 15- 188 Mon, : (JOS)671-IWO . Fv : (JOS)671-?MI DRAWING No EB-0006719 a[r. x. oacalvmv urt 1 M. m 1 Mw WALTER A TILLIT Jr. P.E. r an rr-n7 rps • _ _ FIDRIDA 1;,: 1 441R7 SHEET 1 OF 7