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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 BuildersTG95Rev. By Date CommentsDrawn By:DWChecked By: Date:09/04/2021Chelsea 26360 Sheet 1 of 1 Second 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. SpacingFraming Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 2 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H2 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H3 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H4 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H5 2 Simpson HUCQ410-SDS Designed 12- SDS25212 - 6- SDS25212 - - No No No H6 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H7 5 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No Products PlotID Length Product Plies Net Qty FJ201 18' 0" 11 7/8" TJI 110 joist 1 6 FJ202 16' 0" 11 7/8" TJI 110 joist 1 3 FJ203 12' 0" 11 7/8" TJI 110 joist 1 4 FJ204 10' 0" 11 7/8" TJI 110 joist 1 1 FJ205 4' 0" 11 7/8" TJI 110 joist 1 8 FJ206 36' 0" 11 7/8" TJI 360 joist 1 2 FJ207 26' 0" 11 7/8" TJI 360 joist 1 2 FJ208 18' 0" 11 7/8" TJI 360 joist 1 8 FJ209 16' 0" 11 7/8" TJI 360 joist 1 2 FJ210 22' 0" 11 7/8" TJI 560 joist 1 4 FJ211 16' 0" 11 7/8" TJI 560 joist 1 1 BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 BM202 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 BM203 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 BM204 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 6 BM205 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM206 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 4 BM207 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 6 BM208 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 10 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 10  LEVEL NOTES  Current Date:  10/4/2021  File Name:  tg95_26360.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  46     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 33, joist = FJ207(i5685)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 62, joist = FJ201(i5689)  FLOOR  Floor Container:  FC6  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:  46      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 11 7/8" TJI Joists 24" O.C. Spacing B1 A3 A3 A3 A3 A3 H2 H2 H2 H2 H2 H2 B3W B1 B4 A3 CS E1 A3BBO6BBO46 BM207BM207BM206BM202 BM207(4) 2x6 Beam Jacks BM201 BBO12 BM206 PBO2 PBO3 FJ204 FJ206 FJ210 FJ210 FJ210 FJ210 FJ206 FJ201 FJ201 FJ202 FJ202 FJ201 FJ201 FJ201 FJ203 FJ203 FJ203 Ca201 Ca201 Ca201 Ca201Ca201Ca201Ca201Ca201 FJ205FJ205FJ205FJ205FJ205FJ201 FJ203FJ205 Bk2014 7/8"VO1 VO2 VO3 VO4 1' 0"1' 9 1/8" 1' 2 7/8" FJ205FJ205FJ207 FJ207 BM208 Ca201H4H2FJ209 FJ211 FJ209 FJ202 Bk2016' 0"1' 0" 2' 0" 1' 0" 1' 1 1/4"9"5' 2 1/2" 2' 0" 8' 8 1/2"1' 0 5/16"5' 9 7/8"2' 4 1/2"8 9/16"H1 H1 FJ208 Ca201Ca201FJ208 FJ208 FJ208 FJ208 FJ208 FJ208 FJ208 BM203Bk201BM204 Ca201Ca201BM204 Ca201BM205H2 H2H2 H2 H2H5 H5 H7 H7 H7 H6 H7 H7 H3H3H3H3 H315' 10 3/8"12' 11 1/4"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. Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. Beam must be flush. 10/12/21