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HomeMy WebLinkAboutBUILDING SCHEMATICSULDING'S PEAK ROOF HEIGHT m DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �k BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- 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 NEGABVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. 0' - 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 > 75'-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 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-3D' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 > 30'-40' 90.7 54.4 127.4 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 > s0'-sD' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 SCANNED By St. Lucie County BUILDING'S PEAK ROOF HEIGHT m DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (PS-F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED JUN 12 2018 ST. Lucie County, Permitting PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE PoSq/VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIM47E A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 748.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 956 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - too' 1 973 58.4 178.4 1074 89.7 53.8 1579 94.7 > 100' - 20' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 > 0' - 140' 3.2 61.9 189.2 113.5 95.1 57. 1 167.4 100.4 > - 105.E 193.6 1 . 973 1 58.4 171.3 102.8 > 160, - ISO' 107.8 64.7 197.6 118.6 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. 1 185.7 111.1 > 250' - 300' 1178 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 Y 16.5 69.9 205..1 123.-1-- > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 208S 125.3 NOTES: 1.) THIS CEROFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, 84SED 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 INFORMARON 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 77ME BUILDING PERMIT. d.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULRMATE 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 7H/S WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE17AKE 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 BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M14MI-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL t+Et110, G01 FILE COPY QY ENS ` � l• % N C44167 -oeti STA1EOf ? ���� 90,�'•.OR1Q�P�?r• z i� 2017 (6th ED?ION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4hAW SHUTTERS •'• DRAWN BY RISK 04T. 1/ BLDGS 08109117 L E C ®I N C. WIND PRESSURE CHART DATE STING & ENQ/NEER/N0 COMPANY BASIC WIND SPEED = 170 mph 17- 194 W. s Slo. w5, VDI2M GwD= n M166 EXPOSURE D, Kd = 0.85 (JG6)6T1-ISJo . Fu : (4o*en-1Q71 6n Dr_¢awmv arz m. w D¢evmx yrt DRAWING No ES-0006719 WALTER A 77LUT Jr. P.E. S-1e8 A 6 SHEET i OF i FLORIDA LTC. �f 44767 2