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HomeMy WebLinkAboutM002.0Indianapolis Design Center352 South County Road 300 EDanville, IN  46122317-745-9984These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design.  Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By: Structural Drawings Prepared By: 84 Lumber FranklinKevin BeherPyatt BuildersTG94Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 06/17/2021Soho 25074 Sheet 1 of 1 Main Floor System Not to Scale Confirm this layout with the builder and designer of record.  Make sure all discrepencies are corrected before ordering floor system. All Dimensions are Approximate and Must Be Field Verified. 11 7/8" TJI Joists 24" O.C. Spacing 11 7/8" TJI Joists 19.2" O.C. Spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H201 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H202 15 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H203 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H204 14 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H206 2 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - No No Yes H207 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H208 1 Simpson U414 Designed 16- 10dx1.5 - 6- 10d - - 2 No Yes Products PlotID Length Product Plies Net Qty FJ201 42' 0" 11 7/8" TJI 110 joist 2 2 FJ202 28' 0" 11 7/8" TJI 110 joist 2 2 FJ203 20' 0" 11 7/8" TJI 110 joist 1 4 FJ204 14' 0" 11 7/8" TJI 110 joist 1 2 FJ205 8' 0" 11 7/8" TJI 110 joist 1 3 FJ206 6' 0" 11 7/8" TJI 110 joist 1 6 FJ207 4' 0" 11 7/8" TJI 110 joist 1 4 FJ208 28' 0" 11 7/8" TJI 360 joist 1 1 FJ209 26' 0" 11 7/8" TJI 360 joist 1 1 FJ210 24' 0" 11 7/8" TJI 360 joist 1 1 FJ211 20' 0" 11 7/8" TJI 360 joist 1 10 FJ212 14' 0" 11 7/8" TJI 360 joist 1 3 FJ213 6' 0" 11 7/8" TJI 360 joist 1 2 FJ214 24' 0" 11 7/8" TJI 560 joist 1 6 BM201 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 BM202 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM203 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM204 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 BM205 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM206 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 9 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 34  LEVEL NOTES  Current Date:  6/17/2021  File Name:  tg94_25074.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  40     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 31, joist = FJ214(i5118)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 69, joist = FJ205(i5112)  FLOOR  Floor Container:  FC1  Use/Occupancy:  ResidentialLivingAreas  Floor Area Loading is:  40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load  Operator Added Additional Loads  Maximum Allowed Deflection:  L/480 Live Load & L/240 Total Load  TJ-Pro Rating Information:      Weighted Average:  40      Directly Applied Ceiling:  Gypsum 1/2"      Decking Attachment:  Glue and Nail      Decking Material:  23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF      Perpendicular Partition:  No      Strapping at max 8' o.c.:  None      Blocking at max 8' o.c.:  No      Poured Flooring:  No B1 A3 A3 A3 H2 H2 B4 H2 H2 H2 E1 B1 B4 E1 E1 BM203 BM206 BM202 BM204 BM204 BM201VO1 VO2 VO3 VO4FJ206FJ211 FJ203 FJ206FJ211 FJ203 FJ206FJ211FJ203FJ206FJ211FJ203FJ206FJ210FJ205FJ206FJ209FJ213FJ208FJ213FJ201FJ214FJ214FJ214FJ214FJ204Ca201Ca201Ca201Ca201Ca201 Ca201 Ca201Ca201Ca201 Ca201 Bk201 Bk201 Bk201 FJ205FJ207 4 3/8"FJ205Ca201 FJ211FJ207 1' 0" 2' 0" 1' 0" 1' 1 3/8" FJ207 FJ207 FJ211FJ202 Bk201 1' 0" 2' 0"FJ211FJ211FJ211FJ211Bk201 FJ214FJ2141' 4 13/16" 6 1/2" 8 1/2" 7 9/16" 4 1/2" 1' 7 3/16"Ca201 H207 H201H204 H204H203 H208H204H204BM205 FJ212FJ212FJ204FJ212H202 H202H204H202H201 H201H204 H206H206H204 H204H204 H204H204 H204H2046 1/8" 1' 5 7/8" 1' 0" 2' 0" 1' 0"H204H1 8' 1 3/4"H202H202 H202H202 H202H202 H202H202H202H202 H202H202 5' 1 3/4"5' 9 3/4"10' 1 3/4"17' 6 3/4"Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. An additional 8 PSF area dead load has been added to account for tile load in the MBA on this floor. There are different joist series of the same depth specified on this floor system.  Verify when installing that the proper TJI® joists are used in the appropriate area. 6" bearing req, 24" beam. 07/16/21