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HomeMy WebLinkAboutDrawing t - O V O T V "(D 1 _ - 50 co N I� t0 ^Z^ UJ Im �, m 0 LANCE & TONYA MILLS 5ao•swa2Ave p o Deerfield Beach;FL 33442?; STM a 3126 OLD EDWARDS RD. PhsGI 92M747 _ FORT PIERCE, FL 34981 Pax;561-292-3552 ® ® mWIN IGHT -- 500 SW 12th Ave STMR --' _ ,;, Deerfield Beach,.FL,33442 DOWSPh.561-922-6747 Fox.561-292-3562 Property.Information Building Information Owner: LANCE&TONYA MILLS Wind Zone: 170 MPH. Address: 3126 OLD EDWARDS RD. Exposure Category: C FORT PIERCE,FL 34981 Minimum Building Dimension: 44 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 191 79 7 32.0 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. WindLoads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 3126 OLD EDWARDS RD. LANCE & TONYA MILLS - 8553 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + PSF + PSF TESTED DIMENSIONS MULLION REQ Y/N ( ) (-)PSF ( ) (-)PSF SIZE REQ Y/N/NA 1 Int Window 1°Lami IG FL17759.2 65 65 32.0 -35.2 192x96 19109 No No Broward County Fenestration Voluntary Wind Load Chart*. Per ASCE 7-1.0 Method 1,Part i and FBC(2017)for Retrofiting in Accordance with Formal Interpretation#5 For Detached One-and Two family dwellings and Multiple Single-Family Dwellings(Townhouses) with Mean Roof Height:5 30 feet Wind 170 mph(3-second gust) / Exposure C** / Kd=0.85 / Kzt=1.0/Pressures are in PSF/Not for use in Coastal(Exposure V areas) *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 Wind Location: Zone Zone Zone Zone Area Gable or Hip 1 2 3 1 2 3 1 2 3 i 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 -563 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 16.0 -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 21.8 -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*** 19.9 E-32.4 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<0 5 270 17.3 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) 16.0 -31A 16.0 -44.2 16.0 -69.8 16.3 -333 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 34.6 -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°<9 5 45° 33.6 -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 50 (6 to 12:12) 32.4 -33.3 32.4 -39.7 1 32.4 -39.7 134.4 -35.4 34.4 -42.2 '34.4 1 -42.2 36.0 -37.1. 1 36.0 -44.2 36.0 -44.2 37.4 -38.6 37.4 -46.0 37.4 -46.0 100 31.4 -31.4 31.4 -37.8 31.4 -37.8 33.3 -33.3 33.3 -40.2 33.3 -40.2 min -35.0 35.0 -A 35.0 -42.1 36.3 -36.3 --- -43.7 36.3 1 -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 30.4-28,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 Wind Zone Zone Zone Zone Area Location S-31.428.2 5 4 5 4 s 4 5 (ftz) - + + - + - + - + - + - 10 " 3 .8 .-5 40.2 -43.6 40.2 -53.8 42.1 -45.7 42.1 -56.4 43.7 -47.4 43.7 -58.6 3 .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 3 .8 -42.7 36.0 -39.4 36.0 -45.4 37.7 -41.3 37.7 -47.5 39.2 -42.9 39.2 -49.4 100 3 .1 -39.3 34.1 -37.5 34.1 -41.7 35.8 -39.4 35.8 -43.8 37.2 -40.9 37.2 -45.5 Soo 2 .2 -31.4 29.9 -33.3 1 29.9 -33.3 31.4 -35.0 31.4 -35.0 132.61 -36.3 32.6 -363 Garage Door Wind Loads a a}_&F for a Building with 30-foot Mean Roof Height Exposure CAl Its Tables 1609J(1)&(2),and Section 1609.3.1 Effective Wind Area Wind Load 2; 1 y '1. _; 4 ; 5h 2 .. 1 S h Roof Angle , r , ,, 5' 4 '5 Width Height + - I, I ` 8 8 35.2 -39.8 J. , 0-10 Hip ROOF' 10 10 degrees 34.1 -38.2 Gabie Roof 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 1 End Zone(a)shall be the smaller of 10%of Least Hor.Dist.or 40%of Mean Roof Height(W),but not less than 4%of Least Hor.Dist.or 3 ft. 16 7 degrees 36.8 -41.01 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 II(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 6th Edition (2017) Formal Interpretation#5 • Effective date;January 1, 2018