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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 BuildersTG137Rev.a.By DateDW 4/28/21CommentsBM209 added in place of rim for truss connection.Drawn By:DWChecked By: Date:CM 04/01/2021Berkeley 24271 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 16" O.C. Spacing. Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H201 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No 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 1 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - 1 Yes No H206 5 Simpson IUS2.37/11.88 Designed 10- 10d - 2- Strong-Grip - - No No No H207 2 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H208 3 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H209 1 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - No No Yes H210 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 2 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 2 FJ203 14' 0" 11 7/8" TJI 110 joist 1 6 FJ204 12' 0" 11 7/8" TJI 110 joist 1 5 FJ205 10' 0" 11 7/8" TJI 110 joist 1 3 FJ206 6' 0" 11 7/8" TJI 110 joist 1 10 FJ207 4' 0" 11 7/8" TJI 110 joist 1 8 FJ208 28' 0" 11 7/8" TJI 360 joist 1 1 FJ209 26' 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 16" 2.0E Microllam LVL 4 4 BM202 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM203 12' 0" 1 3/4" x 9 1/2" 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 BM207 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 BM206 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM208 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM209 6' 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 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 2 2' 0" 2x6 Filler Blocks 1 1 1' 11 1/2" 5/8" or 3/4" Backer Blocks 1 2 1' 4 7/8" 5/8" or 3/4" Backer Blocks 1 2 1' 0" 5/8" or 3/4" Backer Blocks 1 37 9 1/8" 5/8" x 2 5/16" Web Stiffeners 1 46 3' 0" 7/8" or 1" net Backer Blocks 1 2 1' 0" 7/8" or 1" net Backer Blocks 1 14 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 23  LEVEL NOTES  Current Date:  4/28/2021  File Name:  tg137_24271a.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(i6640)     Maximum Level TJ - Pro Rating & Joist:  TJ-Pro rating = 60, joist = FJ205(i6724)  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:  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 CS E1B1 B1 B4 B1 A3 A3 A3 A3 A3 H2 H2 H2 H2 H2 H2 H2 B3W B1 A3 B1 E1 BM207BM203BM205 BM206BM201FJ210 FJ210 FJ202 FJ210 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ210 FJ204 FJ208 FJ206 FJ205 FJ206 FJ205 FJ201 FJ201 FJ203 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ209 FJ203 FJ203 FJ203 Ca201 Ca201 Ca201 Ca201Ca201 Ca201Ca201Ca201 Ca201 Bk201 FJ206FJ206FJ206FJ206FJ206 FJ206Bk201 2' 0" FJ207 Bk201FJ206FJ206FJ207FJ207FJ207FJ207FJ2072' 0" VO1 VO2 VO3 VO4 FJ205 H203 H203 H203 H203H203 1' 0"2' 0" 1' 0" FJ203Bk201FJ203 1' 0" 2' 0" 1' 0" FJ211FJ210 1' 0"2' 0"1' 0" H204 H204 H204 H204 H204 1' 11" BM208 Ca201 H203 H202H203 H204H203 H202H203 H202H203 H202BM202 Bk201 H201H201H201 H201H201 Bk201 FJ207FJ207H210H2011' 0" 1' 0"1' 1 9/16"1' 7 7/16"1' 0 3/16" 1' 5 1/2" 10' 0"7' 6 1/2" H208 H208 H206 H206 H206 H208 H206 H203 H203 5' 0"9' 10 3/4"3' 0" H202 H202 H209 H202 H202 H202 H202 H202 H202 BM204H202 H202 8' 3 1/8"5' 2 1/8"H206H205 H207 H207 10 5/8"BM209Flush 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 addedto account for tile load in the MBA on this floor.LSL used instead of rim to support truss hanger connection. 05/20/21