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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 BuildersTG136Rev. By Date CommentsDrawn By:DWChecked By: Date:09/03/2021Berkeley 25877 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:  9/3/2021  File Name:  tg136_25877.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  48     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 38, joist = FJ210(i11004)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 60, joist = FJ205(i11014)  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:  48      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 2 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 1 Yes No H2 10 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H3 11 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H4 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H5 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 1 Yes No H6 12 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H7 4 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H8 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- Strong-Grip - - 1 Yes No H9 3 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H10 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- Strong-Grip - - No No No H12 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - No No Yes Products PlotID Length Product Plies Net Qty FJ201 26' 0" 11 7/8" TJI 110 joist 1 8 FJ202 18' 0" 11 7/8" TJI 110 joist 2 4 FJ203 14' 0" 11 7/8" TJI 110 joist 1 8 FJ204 12' 0" 11 7/8" TJI 110 joist 1 8 FJ205 10' 0" 11 7/8" TJI 110 joist 1 3 FJ207 6' 0" 11 7/8" TJI 110 joist 2 2 FJ206 6' 0" 11 7/8" TJI 110 joist 1 4 FJ208 4' 0" 11 7/8" TJI 110 joist 1 11 FJ209 2' 0" 11 7/8" TJI 110 joist 1 1 FJ210 18' 0" 11 7/8" TJI 360 joist 1 9 BM201 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 BM202 22' 0" 1 3/4" x 18" 2.0E Microllam LVL 3 3 BM203 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM204 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM205 12' 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 2 BM207 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 4 BM208 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 BM209 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 8 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 25 CS B1 B4 B1 B1 B4 A3 A3 A3 A3 A3 A3 A3 H2 H2 H2 H2 H2 H2 H2 CS E1 A3 E1 B1 BM204BM202 BM201BM203 BM208 VO1 VO2 VO3 VO4 FJ210 FJ210 FJ202 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ205 FJ206 FJ205 FJ206 FJ201 FJ201 FJ203 FJ203 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ203 FJ203 FJ203 Ca201 Ca201 Ca201Ca201 Ca201 Ca201 Ca201 Bk201 FJ203 FJ203 FJ203 1' 0" 2' 0" 2' 0" 1' 0" FJ206FJ206FJ209 FJ205 1' 0"2' 0" 1' 0" FJ210FJ207 2' 0"FJ208FJ208FJ208FJ208FJ2082' 0" Bk201 5' 1 15/16"10' 2 1/16" 10' 0 1/2" 7' 10"3' 0" Bk2015' 0"1' 2 1/16"Ca201FJ204 1' 4"BM205 FJ208FJ208FJ208Ca201 FJ208 FJ208FJ208Ca202BM207BM206FJ210 H4H4H4H4H4H4VO5 FJ202 Bk201 FJ204 1' 0" 1' 9" 1' 3" Ca201BM209 CS Ca201 Ca201 Bk201 H6 H6 H6 H6 H6 H6H3 H6H3 H6H3 H6H3 H6H3 H6H6 H9 H7 H7 H7 H9 H9 H7 10" 2' 0" 1' 2"H5H3 H3H32' 8" 1' 0" 7 1/2"1' 3 1/2"1' 0 1/8"1' 1 1/2"1' 7 3/8" H3 H3 H3 H1H10 H8 H1 H2 H2 H2 H2 H12 H2 H2 H2 H2 BM207H2 H2 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 framingconditions prior to construction.24" beam.10/06/21