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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 BuildersTG181Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 06/15/2021Stockbridge/Georgetown 25050 Sheet 1 of 3 Main Floor System Stockbridge 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. SpacingProducts PlotID Length Product Plies Net Qty FJ201 18' 0" 11 7/8" TJI 110 joist 1 8 FJ202 16' 0" 11 7/8" TJI 110 joist 1 1 FJ204 14' 0" 11 7/8" TJI 110 joist 2 2 FJ203 14' 0" 11 7/8" TJI 110 joist 1 8 BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM204 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 BM206 8' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM208 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM209 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM211 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 BM213 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 4 Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson HGUS5.50/10 Designed 46- 16d - 16- 16d - - No No No H2 12 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H3 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- 10dx1.5 - - No No Yes H203 2 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 4 B1 A3 A3 A3 A3 A3BM208BM206BM209BM204BM201BM211 FJ204 FJ203 FJ203 FJ203 FJ203 FJ203 FJ203 FJ203 FJ203 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ202 Ca201 Ca201 Ca201Ca201 Ca201 Ca201 Ca201Bk201BM213H2 H2 H203 Ca201 VO3 VO4 FJ201 H2 H21' 0"2' 0" 1' 0" H2 H2 H2 H2 H203H2 H2 H2 H2H1H3 7' 1" 2' 1 3/4"35' 1 1/2"7 1/16"1' 1 7/16"11' 11"07/16/21 Indianapolis 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 BuildersTG181Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 06/15/2021Stockbridge/Georgetown 25050 Sheet 2 of 3 Main Floor System Georgetown 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. SpacingProduct PlotID Length Product Plies Net Qty FJ205 12' 0" 11 7/8" TJI 110 joist 1 1 FJ206 6' 0" 11 7/8" TJI 110 joist 1 3 FJ207 4' 0" 11 7/8" TJI 110 joist 1 3 FJ208 2' 0" 11 7/8" TJI 110 joist 1 2 FJ209 30' 0" 11 7/8" TJI 360 joist 1 6 FJ210 20' 0" 11 7/8" TJI 360 joist 1 3 FJ211 18' 0" 11 7/8" TJI 360 joist 1 4 BM202 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 BM203 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4 BM205 10' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM207 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM209 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM210 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM212 14' 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 6 1' 0" 5/8" or 3/4" Backer Blocks 1 12 Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H202 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H203 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H204 6 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H205 4 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No A3 A3 A3 H2 H2H2 H2 H2 H2 BM209 BM212BM210 BM202 BM207BM203BM205FJ207 FJ206 FJ211 FJ211 FJ211 FJ209 FJ209 FJ209 FJ209 FJ209 FJ209 FJ210 FJ210 FJ210 FJ205 Ca201 Ca201 Ca201 Ca201 Ca201Ca201 Ca201 FJ207FJ207VO1 VO2 FJ211 FJ208FJ208H202H202Ca201 Ca201H203 H203H203 H2031' 0"2' 0" 1' 0" 3' 7 1/8" 2' 9 5/8" Ca201 H205 H204 H205 H204 H202 H205 H204 H204 H205 H204 H2043' 10 3/8"12' 0"5' 1 3/4" 1' 11 1/8" 5' 0 7/8" 2' 4 3/8"1' 3 1/8"1' 4"FJ206 FJ206 Ca201H203H202 H202H203 H202 07/16/21 Indianapolis 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 BuildersTG181Rev. By Date CommentsDrawn By:DWChecked By: Date:CM 06/15/2021Stockbridge/Georgetown 25050 Sheet 2 of 3 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. SpacingProducts PlotID Length Product Plies Net Qty FJ201 18' 0" 11 7/8" TJI 110 joist 1 8 FJ202 16' 0" 11 7/8" TJI 110 joist 1 1 FJ204 14' 0" 11 7/8" TJI 110 joist 2 2 FJ203 14' 0" 11 7/8" TJI 110 joist 1 8 BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM204 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 BM206 8' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM208 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM209 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM211 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 BM213 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 4 Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson HGUS5.50/10 Designed 46- 16d - 16- 16d - - No No No H2 12 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H3 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- 10dx1.5 - - No No Yes H203 2 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 4 Product PlotID Length Product Plies Net Qty FJ205 12' 0" 11 7/8" TJI 110 joist 1 1 FJ206 6' 0" 11 7/8" TJI 110 joist 1 3 FJ207 4' 0" 11 7/8" TJI 110 joist 1 3 FJ208 2' 0" 11 7/8" TJI 110 joist 1 2 FJ209 30' 0" 11 7/8" TJI 360 joist 1 6 FJ210 20' 0" 11 7/8" TJI 360 joist 1 3 FJ211 18' 0" 11 7/8" TJI 360 joist 1 4 BM202 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 BM203 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4 BM205 10' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM207 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM209 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM210 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM212 14' 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 6 1' 0" 5/8" or 3/4" Backer Blocks 1 12 Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H202 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H203 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H204 6 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - No No Yes H205 4 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No A3 A3 A3 H2 H2H2 H2 H2 H2 B1 A3 A3 A3 A3 A3 BM209 BM212BM210 BM202 BM207BM203BM205FJ207 FJ206 FJ211 FJ211 FJ211 FJ209 FJ209 FJ209 FJ209 FJ209 FJ209 FJ210 FJ210 FJ210 FJ205 Ca201 Ca201 Ca201 Ca201 Ca201Ca201 Ca201 FJ207FJ207VO1 VO2 FJ211 FJ208FJ208H202H202Ca201 Ca201H203 H203H203 H2031' 0"2' 0" 1' 0" 3' 7 1/8" 2' 9 5/8" Ca201 H205 H204 H205 H204 H202 H205 H204 H204 H205 H204 H2043' 10 3/8"12' 0"5' 1 3/4" 1' 11 1/8" 5' 0 7/8" 2' 4 3/8"1' 3 1/8" 1' 4"FJ206 FJ206 Ca201H203H202 H202BM208BM206BM209 H203 H202 BM204BM201 BM211 FJ204 FJ203 FJ203 FJ203 FJ203 FJ203 FJ203 FJ203 FJ203 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ201 FJ202 Ca201 Ca201 Ca201Ca201 Ca201 Ca201 Ca201Bk201BM213H2 H2 H203 Ca201 VO3 VO4 FJ201 H2 H21' 0"2' 0" 1' 0" H2 H2 H2 H2 H203H2 H2 H2 H2 H1H3 7' 1" 2' 1 3/4"35' 1 1/2"7 1/16"1' 1 7/16"11' 11"07/16/21