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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 BuildersTG97Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 09/16/2021Tribeca 26072 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 19.2" O.C. Spacing 11 7/8" TJI Joists 24" O.C. Spacing 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 1 Simpson HSUL410 Designed 20- SD9212 - 6- SD9212 45 (L) - No No No H2 2 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H3 4 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H4 2 Simpson HUCQ410-SDS Designed 12- SDS25212 - 6- SDS25212 - - No No No H5 1 Simpson SUR1.81/11 Designed 16- 10dx1.5 - 6- 10dx1.5 45 (R) - No No No H6 1 Simpson SUL1.81/11 Designed 16- 10dx1.5 - 6- 10dx1.5 45 (L) - No No Yes H7 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H8 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 7 FJ202 10' 0" 11 7/8" TJI 110 joist 1 2 FJ203 4' 0" 11 7/8" TJI 110 joist 1 6 FJ204 36' 0" 11 7/8" TJI 360 joist 1 2 FJ205 20' 0" 11 7/8" TJI 360 joist 2 2 FJ206 18' 0" 11 7/8" TJI 360 joist 1 9 FJ207 22' 0" 11 7/8" TJI 560 joist 1 6 FJ208 20' 0" 11 7/8" TJI 560 joist 1 1 FJ209 18' 0" 11 7/8" TJI 560 joist 1 1 BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 BM202 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 BM203 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 6 BM204 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 6 BM205 20' 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 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM208 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM209 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 20  LEVEL NOTES  Current Date:  9/17/2021  File Name:  tg97_26072.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  41     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 30, joist = FJ207(i8601)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 65, joist = FJ202(i8625)  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:  41      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 A3 A3 A3 A3H2 H2 E1 B1 B1W B1 A3 A3 A3 A3 E1 E1 BM205 BM202 BM204BM204 BM204BM201 FJ207 FJ207 FJ207 FJ207 FJ207 FJ205 FJ204 FJ208 FJ204 FJ206 FJ206 FJ201 FJ201 FJ201 FJ201 FJ201 FJ202 FJ202 Ca201 Ca201 Ca201 Ca201 Ca201Ca201Ca201Ca201 Ca201 Ca201 Ca201Bk201Bk201Bk201 1' 11 7/8" FJ203FJ203FJ203FJ203Bk201 VO1 VO2 VO3 VO4 FJ203FJ203 FJ207 2' 0"BM207 BM208 1' 4" 1' 4" 2' 0"1' 5 7/8"6 15/16"1' 0 15/16"BM209 1' 6 7/8"11 7/8" H6H5 FJ206 Bk201FJ209 H3H3H3H3H1FJ201 Ca201H2 H2 FJ206 FJ206 FJ201 FJ206 FJ206 FJ206 FJ206 BM203 Ca201 BM203 Ca201 Ca201 Ca201BM206H4H4 H8 H8 H8 H8 H8 H7 1' 7 3/16"1' 0"2' 0" 1' 0" 8' 8 3/8"1' 4 7/8" 13' 3 3/4" 8' 4 3/8"11 3/4"Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. 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. 10/06/21