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HomeMy WebLinkAboutPROJECT INFORMATIONI SUN DING'S PEAK ROOF HEIGHT vs DESIGN KW PRESSURE FOR COMPONENTS & CLADDING (P_S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ae BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS &COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RLE u®'vy 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 POSITIVE NEGATIVE P0STTVE NEGATIVE POSITIVE NEGATIVE (h) ULnM47E A.S.D. ULTIMATE A.S.D. ULTIMATE I ULTIMATE AS.D. ULRM47E "D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 1 43.8 95.5 1 573 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 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 1077 64.6 773 46.4 97.4 58.4 > JD'-4o' 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' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 523 1 109.9 1 65.9 SCANNED BY St. Lucie County BUILDING'S PEAK ROOF HEIGHr as DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET dK BASIC WIND SPEED = 170 mph RISK CATEGORY Il 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.O. LILT/HATE ASO. ULTIMATE A.S.D. ULTIMATE A.S.O. > 60' - 70' 91.5 54.9 1677 100.6 84.3 ' 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 66.2 51.7 151.9 91.1 > 80' - 9o, 95.6 574 175.2 105.1 88.0 52.8 ' 155.0 93.0 > 90' - 100' 973 58.4 178.4 IOTA 89.7 53.8 157.9 94.7 > 700' - 120' 100.5 60.3 184.2 1 f0.5 92.5 55.5 1630 978 > 120' - 140' 103.2 61.9 189.2 1135 95.1 57.1 767.4 100.4 105.6 19J.6 1 97.3 58.4 171.3 102.8 1 D' - fs ' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 > e0, - 200' 109.8 65.9 201.3 0.8 101.1 60.7 178. 1' 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 165.1 111.1 > 250' - J00' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > J00' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 1960 117E > 350' - 400' 123.9 74.3 . 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 500' 728.8 77.3 236. 1 147.7 118.E 71.2 208.9 125.3 1.) THIS CERTIFIED 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 IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2) THIS MND LOAD CHART MUST BE SIGNED, SEALED AND L7ATED BY THIS ENGINEER IF USED TO OBIA(N A ONE TIME BUILDING PERMIT. ' J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID /F 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 (eq., SPREADSHEET, OPENING SCREDULE/TAKE OFF SHEET, ETC.). * INDICATED DESIGN WIND 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 B HAMA SHUTTER HEIGHT. '.* PRODUCTS WHICH BEAR A MNMI-DAOE COUNTY OR A STATE OF FLOR/DA APPROVAL PE Of to 0 XG�t 9T. LUCIE CO[J�t1j%�� � D �G DIVISIOLN UrlrririA RE vC, 8�D FyR CODA . �D E l���r.r((�R A 41 I6LE11yS PERl4IIT ••CEI \\ OR NO T\VII.LBE SpECTYONi TBEA�YfOIYJOB \\\\� hIADE Q \ 0,11 2014 (Sth EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, Sr.. LUCIE & INDDUJ RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS S (OWN STORM PANELS, ACCORDION & B4WM4 SHUTTERS ""` SCAN RISK C4T. Il BLDGS 061,1115 L E C O � N c. WIND PRESSURE CHART DATE T7LLR TESTING QENGINEER/NC COMPANY BASIC WIND SPEED = 170 mph BJSS EXPOSURE D, Kd ILW. ma a S JOA NRfJN11 GARDEN$ R M166 a 0.85 15-188 Phone : (J0+'�I-ISJ6 . Far : (JOS)Bn-1511 DRAWING No E6-0006719 Sex R• 1 uaeavmv 1 Art m: Ik AEswmx ms WALTER A TILUr Jr. P.E. r = It-inp1/ J _ _ FLORIDA Ue. 0 44151 J a mrwnrs nen t _ _ SHEET 1 OF 1