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HomeMy WebLinkAboutDrawing-10 PEW ROOF HEIGHT LESS TH4N OR EQUAL TO 60 _ESALE) ,EATER OR EQUAL THAN 12'-3" 7IVE NEGATIVE �. A.S.D ULTIMATE A.S.& INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE IMUM END 33.8 71.2 42.7 * ZONE AND INTERIOR ZO E CONDMONS 35.9 7$,6 ¢5,¢ AND FOR ALL ROOF SLOPES. 37.7 79.2 47.5 **L = STORM PANEL LENGTH, 39.282.3 49.4 ACCORDION SHUTTER BLADE LENGTH OR BAHAMA 41.6 87.5 52.5 SHUTTER HEIGHT. 43.6 91.7 55.0 *ak* PRODUCTS WHICH BEAR A MIAMI-DADS COUNTY OR A 45.3 95.3 57.2 STATE OF FLORIDA APPROVAL 'F 7-l0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* SALE) COO GO TIVE A.S.D. 77.6 BUILDING SCHEA/ATIC 79.8 81.8 83.6 86.9 89.8 92.3 94.7 A 96.8 ............. 101.5 �1� �•.•'���� ���e'+.+� `; 105.4 dd' bb 108.9 i NO.44167 `a 112.0 w ? " 114.8', STATE OF 117.4 e*A 0 1� d 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, SL LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** DRAWN BY RISK CAT. It BLDGS 08/09/17 TIECQ �N c, WIND PRESSURE CHART DATE BASIC WIND SPEED = 170 mph "LMT TESTING & ENGINEERING COMPANY 17-176 (ao5) s xw. aaa N c oenW71-I2saJ"166r 1ss EXPOSURE C, M - 0,85 SJo DRAWING No EB-0006719 �� Lavnnw WALTER A. TILUT'Jr. P.E. f oin rs-r�o /os7r s SHEET 1 OF 1 FLORIDA Lic. 4 44167 a BUILDIN'G'S PEAK ROOF HEIGHT_vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MS.F,,) FOR ASCE BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, W11 PEAK L'* LESS THAN 7'-9" L** GREATER OR EQUAL THAN 7'-9a AND L** ROOF LESS THAN 12'-3' HEIGHT POSIITYE NEGATIVE POSITIVE NEGATIVE PC (h) ULTIAUTE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULRMA T 0' - 15' 63.0 37.8 84.3 50.6 60.2 36.1 78.7 47.2 56.4 > 15'-20' 66.9 40.1 89.6 53.8 63.9 38.3 83.6 50.2 59.9 > 20'-25' 70.1 42.1 93.9 56.3 67.0 40.2 87.6 52.6 62.8 > 25'-30' 72.9 43.7 97.6 58.6 69.6 41.8 91.0 54.6 65.3 > 30'-40' 77.4 46.4 103.7 62.2 74.0 44.4 96.7 58.0 69.4 > 40'-50' 81.2 48.7 108.7 65.2 77.5 46.5 101.4 60.8 72.7 > 50'-60' 84.3 50.6 112.9 67.7 80.6 48.4 105.4 63.2 75.5 BUILDING'S PEW ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPANENTS A CLADDING (8S F.) FOR AS BASIC WIND SPEED = 170 mph RISK CATEGORY 1/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOL PEAK L** LESS THAN 12-3' L** GREATER OR EQUAL THAN ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NES (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL7194TE > 60' - 70' 79.7 47.8 146.2 87.7 73.5 44.1 129.4 > 70' - 80' 82.0 49.2 150.4 90.2 75.6 45.4 133.0 > 80' - 90' 84.1 50.5 154.1 92.5 77.5 46.5 136.4 > 90' - 100' 86.051.6 157.6 94.6 79.2 47.5 }39.4 > 100' - 120' 89.3 53.6 163.8 98.3 82.3 49.4 144.9 > 120' - 140' 92.3 55.4 169.2 101.5 85.0 51.0 149.7 > 140' - 160' 94.9 56.9 174.0 104.4 87.4 52.4 153.9 > 160' - 180' 97.3 58.4 178.3 106.0 89.6 53.8 157.8 > 180' - 200' 99.5 59.7 182.3 109.4 91.6 55.0 161.3 > 200' - 250' 104.2 62.5 191.1 114.7 96.0 57.6 169.1 > 250' - 300' 108.3 65.0 198.6 119.2 99.8 59.9 175.7 > 300' - 350' 1 1 1.9 67.1 205.1 123.1 103.1 61.9 181.5 > 350' - 400' 115.1 69.5 211.0 126.6 106.0 63.6 186.7 > 400' - 450' 118.0 1 70.8 216.3 129.8 108.7 65.2 191.4 > 450' - 500'1 120.6 1 72.4 132.7 221.1 111.1 66.7 1957 No 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 do EXPOSURES, 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A S17E SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 71ME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL17M47E AND A.S.D. 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 INDICA7ED ON A SEPARATE DOCUMENT PREPARE. THE CONM4CTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). 1011z 86 V07x66 { 53x55 a 2�/X3f 53�r�3 t