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HomeMy WebLinkAboutDrawing ELLIOTT RESIDNCE 5612 SUN VALLEY DRIVE 5-5a-5b 5.Sliding Glass Door 120"x 96" 60t-60 NOA 15-0409.02 5a-5b (2)Picture Windows 60"x 24" 65/-80 NOA 13-1125.04 4.Horizontal Roller Window (1)1 x 2 3/4"x 6D" 73"x 62 112" 6oL65 Tube Mullion NOA 15-0528.23 148.7/-148.7 (1)2x6x 120" -- Tube Mullion 6.Horizontal Roller Window 90'1/-90'1 MASTER BEDROOM 73"x 621/2" NOA 14-1105.01 60/-65 FOR BOTH MULLIONS NOA 15.0528.23 FAMILY ROOM 7.Picture Window KITCHEN 35"x 50 112" 85/-80 NOA 13-1125.D4 3.Double Hung Window BATHROOM 26"x37" 65/-86 NOA 13-1125.02 8.Double Hung Window 35"x62" NOA13-1125.02 BEDROOM NOA 1 ENTRY 9.Double Hung Window 1.Single Fiberglass Door 26"x 37" BATHROOM 36"x 96" NOA 1 501-50 9 NOA 13-1125.02 FL.15180-81.16 2.Picture Window 39"x 19 1/2" too/-120 BEDROOM NOA 13-1125.04 10-102. 10.Horizontal Roller Window 52"x 57 1/2" 60t-65 NOA 15-0528.23 10a.Picture Window, 52"x 25 1/2" 1001.120 NOA 13-1125.04 (1)1 x 2 3/4"x 52" Tuba Mullion 107.5/-107.5 NOA 14-1105.01 FOR BOTH MULLIONS Broward County Fenestration Voluntary Wind Load Chart* Per ASCE 7-10 Method 1,Part 1 and FBC 5th Edition(2014)for Retrofiting in Accordance with Formal Interpretation#.. For Detached One-and Two family dwellings and Multiple Single-Family Dwellings(Townhouses) with Mean Roof Height<-30 feet Wind 170 mph(3-second gust) / Exposure C** / Kd=0.85 / Kzt=1.0 *Using Allowable Stress Design methodology(P=0.6w) / **Exposure shall be determined according to ASCE 7-10 Section 26.7.3(Exposure Categories) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Location: Wind Zone Zone Zone Zone Area Gable or Hip 1 2 3 1 2 3 1 2 3 1 2 3 Roof 10 Gable/Hip 16.0 -37.8 16.0 -63.4 16.0 -95.4 16.3 -40.2 16.3 -67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -106.3 17.8 -43.7 17.8 -73.4 17.8 -110.4 20 Roof 16.0 -36.8 16.0 -56.7 16.0 -79.1 16.0 -39.1 16.0 -60.2 16.0 -84.0 16.0 -41.0 16.0 -63.1 16.0 -88.0 16.7 -42.6 16.7 -65.6 16.7 -91.5 50 05 70 116.0 -35.6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 16.0 -39.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 (0 to 1.5:12) 16.0 -34.6 16.0 -41.0 16.0 -41.0 16.0 -36.8 16.0 -43.6 16.0 -43.6 16.0 -38.5 16.0 -45.7 16.0 -45.7 16.0 -40.0 16.0 -47.4 16.0 -47.4 10 Gable/Hip [31.4 -34.6 21.8 -60.2 21.8 -89.0 23.1 -36.8 23.1 -64.0 23.1 -94.6 24.3 -38.5 24.3 -67.1 24.3 -99.2 25.2 -40.0 25.2 -69.7 25.2 -103.0 20 Roof*** -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 21.1 -58.9 21.1 -88.5 22.1 -37.4 22.1 -61.7 22.1 -92.7 23.0 -38.9 23.0 -64.1 23.0 -96.3 50 70<05 270 -32.4 17.3 -49.0 17.3 -75.6 18.4 -34.4 18.4 -52.1 18.4 -80.3 19.3 -36.0 19.3 -54.6 19.3 -84.2 20.0 -37.4 20.0 -56.7 20.0 -87.5 100 (1.5 to 6:12) -31.4 16.0 -44.2 16.0 -69.8 16.3 -33.3 16.3 -47.0 16.3 -74.2 17.1 -35.0 17.1 -49.2 17.1 -77.8 17.8 -36.3 17.8 -51.1 17.8 -80.8 10 Gable Roof -37.8 34.6 -44.2 34.6 -44.2 36.8 -40.2 36.8 -47.0 36.8 -47.0 38.5 -42.1 38.5 -49.2 38.5 -49.2 40.0 -43.7 40.0 -51.1 40.0 -51.1 20 27°<B 5 45° -35.9 33.6 -42.3 33.6 -42.3 35.7 -38.1 35.7 -44.9 35.7 -44.9 37.4 -39.9 37.4 -47.1 37.4 -47.1 38.9 -41.5 38.9 -48.9 38.9 -48.9 E 0 (6 to 12:12) -33.3 32.4 -39.7 32.4 -39.7 34.4 -35.4 34.4 -42.2 34.4 -42.2 36.0 -37.1 36.0 -44.2 36.0 -44.2 37.4 -38.6 37.4 -46.0 37.4 -46.0 0 -31.4 31.4 -37.8 31.4 -37.8 33.3 -33.3 33.3 -40.2 33.3 -40.2 35.0 -35.0 35.0 -42.1 35.0 -42.1 36.3 -36.3 36.3 -43.7 36.3 -43.7 ***For Hip-Roofs with angle>7 degrees(1.5:12)and:5 25 degrees(5.5:12),Zone 3 shall be treated as Zone 2(Figure 30.4-2B,Note 7,p.337) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet WindZone Zone Zone Zone Area Location` 4,' S . 4 5 4 5 4 5 (ft) + - + - + - + - + - + - + - + - ';10 37:8: :=41:0. 637.8 -50.6! 40.2 -43.6 40.2 -53.8 42.1 -45.7 42.1 -56.4 43.7 -47.4 43.7 -58.6 20 36.1 -39.3 36.1 -47.2 38.3 -41.7 38.3 -50.1 40.2 -43.8 40.2 -52.6 41.8 -45.5 41.8 -54.6 50 Wall 33.8 -37.0 33.8 -42.7 36.0 -39.4 36.0 -45.4 37.7 -41.3 37.7 -47.5 139.2 -42.9 39.2 -49.4 100 32.1 -35.3 32.1 -39.3 34.1 -37.5 34.1 -41.7 35.8 -39.4 r35.8 -43.8 37.2 -40.9 37.2 -45.5 500 28.2 1 -31.4 28.2 -31.4 129.9 .-33.3 29.9 -33.3 31.4 -35.0 131.41 -35.0 132.61 -36.3 1 32.6 -36.3 Garage Door Wind Loads y aF ; a+a< a F % for a Building with 30-foot Mean Roof Height a 3�_2_ _ _ 2___3 Exposure C + Tables 1609.7(1)&(2),and Section 1609.3.1 ' ( 1 1 h Effective Wind Area Wind Load 2 ; 1 5 2 ' 5 4 h ; 5; 4 ; 5 Roof Angle Width Height + 8 835.2 -39.8 a 4 ai 4 a s F ;a 10 10 _F 0-10 34.1 -38.2 L----'- -'----'-- Gable Roof Hi Roof � P degrees 14 14 32.3 -36.1 For Effective Wind Areas between those given,values may be interpolated.Otherwise use the value associated with the lower Effective Wind Area. 9 7 >10 38.4 -43.4 End Zone(a)shall be the smaller of 10%of Least Hor.Dist.or 40%of Mean Roof Height,but not less than 4%of Least Hor.Dist.or 3 ft. 16 7 degrees 36.8 -41.0 Identify the zone per the figure or information by others.Any questionable zone is to be considered the more critical zone. Design is based on the 3-second gust(wind velocity)for Risk Category.11(general residential&commercial construction)per FBC 1620.2 Broward.These tables not for use with essential facilities or assembly occupancies. Page 2 of 2 FBC 5th Edition (2014) Formal Interpretation#5 Effective date; June 30, 2015