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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 BuildersTG154Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 03/04/2021Berkeley 23614 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 24" O.C. Spacing 11 7/8" TJI Joists 24" O.C. Spacing  LEVEL NOTES  Current Date:  3/4/2021  File Name:  tg154_23614.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  43     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 32, joist = FJ210(i5693)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 60, joist = FJ206(i5679)  FLOOR  Floor Container:  FC2  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:  43      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 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 HU2.1/11 Designed 16- 10dx1.5 - 6- 10dx1.5 - - No No Yes H2 1 Simpson IUS2.06/11.88 Designed 10- 10d - 2- Strong-Grip - - 1 Yes No H3 2 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H201 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 1 Yes Yes H202 14 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H203 12 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H204 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H205 3 Simpson IUS2.06/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H207 2 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H208 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H209 1 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H212 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 1 Yes Yes H213 1 Simpson U414 Designed 16- 10dx1.5 - 6- 10d - - No No Yes Products PlotID Length Product Plies Net Qty FJ202 26' 0" 11 7/8" TJI 110 joist 2 2 FJ201 26' 0" 11 7/8" TJI 110 joist 1 10 FJ203 18' 0" 11 7/8" TJI 110 joist 2 2 FJ204 14' 0" 11 7/8" TJI 110 joist 1 3 FJ205 12' 0" 11 7/8" TJI 110 joist 1 5 FJ206 10' 0" 11 7/8" TJI 110 joist 1 3 FJ207 6' 0" 11 7/8" TJI 110 joist 1 10 FJ208 4' 0" 11 7/8" TJI 110 joist 1 7 FJ209 28' 0" 11 7/8" TJI 210 joist 1 1 FJ210 18' 0" 11 7/8" TJI 210 joist 1 7 FJ211 6' 0" 11 7/8" TJI 210 joist 1 1 FJ212 18' 0" 11 7/8" TJI 360 joist 1 2 BM201 22' 0" 1 3/4" x 18" 2.0E Microllam LVL 2 2 BM202 24' 0" 1 3/4" x 16" 2.0E Microllam LVL 4 4 BM203 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM204 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM205 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM206 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM207 12' 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 7 Accessories PlotID Length Product Plies Net Qty 1' 0" 3/4" or 7/8" Backer Blocks 1 4 4' 0" 2x6 Filler Blocks 1 1 2' 8 1/2" 2x6 Filler Blocks 1 1 2' 0" 2x6 Filler Blocks 1 1 1' 11 1/2" 5/8" or 3/4" Backer Blocks 1 2 1' 5 1/8" 5/8" or 3/4" Backer Blocks 1 2 1' 0" 5/8" or 3/4" Backer Blocks 1 45 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 4 9 1/8" 5/8" x 2 5/16" Web Stiffeners 1 48 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 40 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 21 B1 B1 A3 A3 A3 A3 A3 H2 H2 H2 H2 B3W CS E1 H2 H2 B1 B4 H2 E1 B3W BM201 BM202BM203 BM204 BM205 BM206 FJ210 FJ210 FJ203 FJ210 FJ210 FJ210 FJ205 FJ210 FJ205 FJ212 FJ205 FJ210 FJ205 FJ209 FJ207 FJ206 FJ207 FJ206 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ202 FJ204 FJ204 FJ204 Ca201 Ca201 Ca201Ca201Ca201Ca201 Ca201 Ca201Ca201 Ca201 Bk201FJ207FJ207FJ207FJ208Bk2015' 1 15/16" 10' 2 1/16"FJ208FJ208FJ208FJ208FJ2082' 0"FJ207FJ207FJ207FJ207FJ2072' 0"Bk201FJ208FJ212 1' 0" 2' 0"1' 0"FJ201 1' 0" 2' 0" 1' 0" Bk201FJ211 VO1 VO2 VO3 VO4 FJ206 5 1/16"1' 0"2' 0" 1' 0" BM207 Bk201FJ205 Bk201 5' 0"5' 0" 10 9/16" 7' 6 3/4"1' 1 9/16"1' 7 3/8"1' 0 1/8" 1' 5 7/16" 3' 0" H212H201H201H201H201H201H203 H202H204 H203 H202H204 H204 H204 H204 H203 H202H203 H204H203 H202H203 H203H203 H203 H203 H203 H203 H213 H202 H202 H202 H202 H202 H202 H202 H202 H202 H202 H205 H205 H205 H207 H207 H209 H208 H3 H1H2 H3 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. Bottom of the beam to be flush with the bottom of the floor system. 03/16/21