Loading...
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 BuildersTG134Rev. By Date CommentsDrawn By:DWChecked By: Date:09/23/2021Berkeley 26306 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. 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 IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - 1 Yes No H2 2 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H201 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H202 15 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H203 13 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 5 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H207 3 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No Products PlotID Length Product Plies Net Qty FJ201 26' 0" 11 7/8" TJI 110 joist 1 9 FJ202 18' 0" 11 7/8" TJI 110 joist 2 2 FJ203 14' 0" 11 7/8" TJI 110 joist 1 6 FJ204 12' 0" 11 7/8" TJI 110 joist 1 6 FJ205 10' 0" 11 7/8" TJI 110 joist 1 3 FJ206 8' 0" 11 7/8" TJI 110 joist 1 1 FJ207 6' 0" 11 7/8" TJI 110 joist 1 7 FJ208 4' 0" 11 7/8" TJI 110 joist 1 8 FJ209 28' 0" 11 7/8" TJI 360 joist 1 1 FJ210 18' 0" 11 7/8" TJI 360 joist 1 9 FJ211 6' 0" 11 7/8" TJI 360 joist 1 1 BM201 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 BM202 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM203 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM204 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 BM205 12' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM206 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 4 BM207 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM208 14' 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 7 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 28  LEVEL NOTES  Current Date:  9/23/2021  File Name:  tg134_26306.jvl  Level Name:  Second Floor System  Building Code - Design Methodology:  IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average):  47     Minimum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 38, joist = FJ210(i8816)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 60, joist = FJ205(i8805)  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:  47      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 CS CS E1 E1 B1 B1 B4 B1 B4 B1 B4 B1 B1 A3 A3 A3 A3 A3 A3 H2 H2 H2 H2 H2 H2 H2 H2 B3WBM203 BM202BM205BBO14 BM201BM207 BM208 VO1 VO2 VO3 VO4 BM204 BM206BM206FJ210 FJ210 FJ202 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ209 FJ205 FJ207 FJ205 FJ207 FJ201 FJ201 FJ203 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ203 FJ203 FJ203 Ca201 Ca201 Ca201Ca201 Ca201Ca201 Ca201 Ca201 Ca201 Ca201 Bk201Bk201FJ211FJ207FJ207FJ207FJ207FJ207Bk201 Bk201 FJ210 1' 0"2' 0" 1' 0"FJ203 FJ203 FJ208FJ208FJ208FJ208FJ208FJ208Bk201 FJ205 FJ204 FJ208H203 H203 H203 H203 FJ208 FJ206 H203Ca201Bk201 Bk201H204 H204 H204 H204 H204 1' 1 7/8"1' 9 1/8" 1' 2 7/8"1' 0" 1' 0" 2' 0" 1' 0" 1' 0"2' 0" 4 7/8"7 1/8" 8' 4 3/8" 1' 5 7/8"5' 0"10' 0"1' 5 1/2"1' 0 1/8" 1' 1 9/16"1' 7 3/16" H202 H202 H202 H202 H202 H202 H202 H202 H202 H202 H202 H205 H205 H205 H205 H203 H207 H207 H207 H203H202H203 H202H203H204H203 H202H203H202H203 H201H201H201H201H203H2012' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0"2' 0" 2' 0"2' 0" 7' 10"3' 0"H2H205 H1 H2 An additional 8 PSF area dead load has been added to account for tile load 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. Verifyall loading and framing conditions prior to construction.24" beam6" bearing req. 10/12/21