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HomeMy WebLinkAboutBUILDING SCHEMATICBWLDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PS f) FOR ASCE 7-10 - PEAK ROOF HEIGHT .LESS THAN OR EnUAL TO 60 fEET �t BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS SCANNED RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) BY St. Lucie County PEAK ROOF I- LESS THAN 7'-9' L-* GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-d' Li° GREATER OR EQUAL THAN 12'-3' HEIGHT PO.SMVE NEGATIVE POSITIVE NEGATIVE POSmVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. I ULTIMATE A.S.D. 0' - 15, 76.4 45.8 102.4 61.4 73.0 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 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30 1 86.2 51.7 115.5 69.3 1 82.4 49.4 107.7 64.6 773 46.4 97.4 58.4 > 3o'-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 1177 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 52.3 f09.9 65.9 INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. �* L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR B4HAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A MIAMI-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (81F.) FOR ASCE 7-10 - PEAK ROOF HEMUT GREATER THAN 60 FEETar BASIC WIND SPEED = 170 mph RISK CATEGORY N BUILDINGS RESIDEN714L, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY FILE COPY RECEIVED DEC 0 4 7018 Permitting Department St. Lucie Count,, PEAK ROOF I- LESS THAN 11-3' 1- GRE47ER OR EQUAL THAN I2'-3' HEIGHT POSITVE NEGATIVE POSITIVE NEGATVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULOMATE A.S.O. > 60' - 70' 91.5 54.9 167.7 100.E 84.3 50.6 148.4 89.0 > 70' - BD' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.5 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > _ so' - 300_ 973 58.4 178.4 107.4 89.7 53.8 157.9 94.7 100.5 60T3 184.2 1'10:;5 i 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 1 189.2 113.5 95.1 57. 1 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 1 97.3 1 58.4 171.3 102.8 > I6o' - Igo' 107.8 64.7 1976 118.6 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' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 2271 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' 128.8 773 236.1 1 141.7 1 118.E 1 71.2 208.9 1 125.3 NQ�$e 1.) THIS CERIIRED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY TINS 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 INFORMA770N FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT. .E) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULNMATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CH4RT 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 (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). - A• wo.44157 .�'o• aTd1�0`r r �p ` .x •P a� PEApf 00GO 41 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & 1NDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANQS ACCORDION & B4H4M4 SHUTTERS **'' DRAWN BY PoSK C4T. It BLDGS 08109117 fiLlE C @ INC. WIND PRESSURE CHART DATE T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- 194 'W. Mtk SU. SM w5, NAGNN DIRD R 051,6 EXPOSURE A Kd = 0.85 none o (w J8T1-15w . Fox : (w5Ls71-IS.TI DRAWING No EB-0006719 xn. Ik oesenniwx arz ur. x. mS.®IroN mrz WALTER A TILUr Jr. P.E. I MR Is-rm 7' F SHEET I OF i FIDRIDA Lk. 9 44167 e