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B13-0092-D (adler torrey) FLOOR FRAMING LayoutsFraming Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 3 Simpson IUS2.37/9.5 8- 10d x 1-1/2 ----No No No H2 1 Simpson IUS2.37/9.5 8- 10d common ----1 Yes No H3 2 Simpson IUS2.37/9.5 8- 10d common -2- 10d x 1-1/2 --1 Yes Yes H4 2 Simpson U3510-2 14- 10d common -6- 10d common --1 Yes Yes Floor PlotID Length Product Plies Net Qty J34' 4 1/8"34' 4 1/8"9 1/2" TJI® 230 1 5 J30' 4 1/8"30' 4 1/8"9 1/2" TJI® 230 1 5 J29' 10 7/8"29' 10 7/8"9 1/2" TJI® 230 1 10 J28' 4 1/8"28' 4 1/8"9 1/2" TJI® 230 1 5 J25' 11 1/8"25' 11 1/8"9 1/2" TJI® 230 1 8 J25' 9 1/2"25' 9 1/2"9 1/2" TJI® 230 1 10 J25' 7 1/4"25' 7 1/4"9 1/2" TJI® 230 1 3 J23' 7 1/4"23' 7 1/4"9 1/2" TJI® 230 1 3 J17' 9 1/2"17' 9 1/2"9 1/2" TJI® 230 1 2 J15' 9 1/2"15' 9 1/2"9 1/2" TJI® 230 1 9 J15' 9 1/4"-2 15' 9 1/4"9 1/2" TJI® 230 2 4 J13' 9 1/2"13' 9 1/2"9 1/2" TJI® 230 1 10 J12' 6 3/4"12' 6 3/4"9 1/2" TJI® 230 1 2 J9' 10 3/4"9' 10 3/4"9 1/2" TJI® 230 1 2 J7' 2 3/4"7' 2 3/4"9 1/2" TJI® 230 1 2 J4' 4 1/4"4' 4 1/4"9 1/2" TJI® 230 1 3 J4' 3"4' 3"9 1/2" TJI® 230 1 2 J3' 11 5/8"-2 3' 11 5/8"9 1/2" TJI® 230 2 2 JBk1 1' 1 11/16"9 1/2" TJI® 230 1 19 JBk1 11 3/8"9 1/2" TJI® 230 1 2 JBk1 9"9 1/2" TJI® 230 1 2 JBk1 4 3/8"9 1/2" TJI® 230 1 2 TSCa1 16' 0"1 1/4" x 9 1/2" 1.3E TimberStrand® LSL 1 20 23/32"x4'x8' Plywood Sheathing EXP 1 (40/20) Unsanded 1 86 Beam/Post PlotID Length Product Plies Net Qty M1-3 41' 10 3/4"1 3/4" x 9 1/2" 1.9E Microllam® LVL 3 3 M2-3 23' 8"1 3/4" x 9 1/2" 1.9E Microllam® LVL 3 3 M3-3 23' 4"1 3/4" x 9 1/2" 1.9E Microllam® LVL 3 3 M4-3 11' 4"1 3/4" x 9 1/2" 1.9E Microllam® LVL 3 3 M5-2 5' 0"1 3/4" x 9 1/2" 1.9E Microllam® LVL 2 2 M6-2 4' 2"1 3/4" x 9 1/2" 1.9E Microllam® LVL 2 4 LEVEL NOTES Current Date:4/16/2013 File Name:b13-0092-d (adler torrey).jvl Level Name:1st Floor TJ-Pro Rating (Weighted Average):45 Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 39, joist = J30' 4 1/8"(i8789) Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 70, joist = J7' 2 3/4"(i8856) Building Code - Design Methodology:IBC 2006 Floor Container:FC1 Floor Area Loading is:40 Live Load & 12 Dead Load Maximum Allowed Deflection:L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average:45 Directly Applied Ceiling:Gypsum 1/2" Decking Attachment:GlueAndNail Frameworks Floor:No Decking Material:23/32"x4'x8' Plywood Sheathing EXP 1 (40/20) Unsanded Perpendicular Partition:No Strapping:None Blocking:No Poured Flooring:No Start Spacing Here 16" O.C. CS CS CSCSCS B4 A3 A3 A3 A3 A3 A3 A3 A3A3 A3 A3 A3 A3A3 A3 A3A3 A3 A3 B5 B5 B5 B1 B1 B1 H2 H2 H2 M5-2 M1-3 M6-2 M6-2 4' 1 1/4" 7' 5 1/2" 5' 0" 5' 6 1/2" 4' 1 1/4" 14' 0" 12' 0" 18' 0" 6' 0" 28' 0" 16' 0" 4' 1 1/4"5' 9 1/2"4' 1 1/4"14' 0" 4' 1 1/4"5' 9 1/2"4' 1 1/4"6' 0" 12' 2"6' 6"26' 0" 27' 4"16' 0" 4' 0" 54' 1 1/4" 54' 1 1/4" 92' 0" 92' 0" 18' 0" 5 1/2" 6' 0" M2-3 M3-3 J12' 6 3/4"J12' 6 3/4" J9' 10 3/4"J9' 10 3/4" J7' 2 3/4"J7' 2 3/4" TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 TSCa1TSCa1 TSCa1 TSCa1 TSCa1TSCa1 TSCa1 TSCa1 TSCa1 TSCa1 JBk1 M4-3TSCa1 12' 0" 12' 0" 4' 1 1/2" 4' 2 5/8" 8' 0" 3' 0" 8' 0" 4' 0" 4' 0" 9' 10" 6' 3 1/2" 5' 0" 27' 0" 10' 5" 12' 0" 6' 3" 12' 9" 11' 0" 3' 8" 13' 0" J15' 9 1/4"-2 J15' 9 1/4"-2 JBk1 JBk1 J3' 11 5/8"-2 H4 H4H3 H2H3 12' 10 5/8"14' 5 3/8" 12' 10 5/8"14' 10 3/4" 15' 4" J25' 9 1/2" 16" O.C. J25' 9 1/2" 16" O.C.J15' 9 1/2" 16" O.C. J25' 7 1/4" 16" O.C. J29' 10 7/8" 16" O.C. J29' 10 7/8" 16" O.C. J25' 11 1/8" 16" O.C. J4' 3" 16" O.C. J17' 9 1/2" 16" O.C. J13' 9 1/2" 16" O.C. J13' 9 1/2" 16" O.C. J30' 4 1/8" 16" O.C. J34' 4 1/8" 16" O.C. J4' 4 1/4" 16" O.C. J28' 4 1/8" 16" O.C. J23' 7 1/4" 16" O.C. H1 SLAB ON GRADE STAIRS STAIRS PORCH FRAMINGBY OTHERS PORCH FRAMING BY OTHERS VERIFY BEARING AT THIS ENDWITH NEWPOST LOCATION REV A B C D E BY DATE DESCRIPTION RGC 2/15/13 CHANGED DIRECTION OF JOISTS AND BEAM PLACEMEN RGC 3/29/13 ADJUSTED WALL POST LOCATIONS PER NEW PLANS RGC 4/16/13 MOVED GIRDERS AND ADDED RECESSED SHOWER 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 MAIN FLOOR LAYOUT ADLER-TORREY RESIDENCE LEEDS, MA. DRAWN BY: RGC SCALE: DATE: 1/4" = 1'-0" 4/16/2013 SHEET 1 OF2CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURECOMPLIANCE WITHARCHITECTURAL DRAWINGS. BlueLinx Corporation Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B13-0092-D iLevel®Green Estimator Contribution to National Green Bldg Std: Contribution to LEED® for Homes: 36 2 The points identified above indicate the potential number of green building points allowed by the ICC-700 2008 National Green Building Standard or the U.S. Green Building Council's LEED® for Homes based on the iLevel® structural frame solutions represented on this project. You are advised to confirm point calculations with the appropriate authorized organization. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers SheathingRim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. ©2012 Weyerhaeuser NR Company. All rights reserved. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimumat intermediate support TJI® Joist to Bearing Plate 114" TimberStrand®LSL orTJ® 118" rim board or 134"wide TJI® rim joist: One 10d(0.128" x 3") nail into eachflange 2 116" - 2 516" wide TJI® rimjoist: One 16d (0.135" x312") nail into each flange Shear transfer: Connections equivalent tofloor panel nailing schedule One 8d (0.113" x 212")nail each side. Drive nails at an angle atleast 112" from end. 312" wide TJI® rimjoist: Toe nail with10d (0.128" x 3")nails, one each sideof TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist(Load bearing wall above) One 10d (0.128" x 3")nail into each flange 114" TimberStrand®LSL or TJ® 118" rim board. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing *Conventional construction code minimum for use with A3 only. See the Weyerhaeuser TJI® Specifier's Guide, #TJ-4000, for A3.1-A3.3 installation specifications and applications. Plate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail - 8d (0.131"x 212") at 6" on-center* Toe nail - 10d (0.131" x 3")at 6" on-center* 114" TimberStrand®LSL or 118" TJ® rim board.* When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3 A3.2A3.1 A3.3 Load bearing or shear wall above(must stack over wall below) Blocking panel Web stiffenersrequired each side atB1W and B2W B2B1 B1W B2W 116" 2x4 minimumsquash blocks Blocking panels maybe required withshear walls above orbelow - see detail B1 IRC 502-7 requires lateral restraint (blocking) at allintermediate supports in Seismic Design CategoriesD0, D1, and D2 to strengthen the floor diaphragm.Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimumsquash blocks 116" Load bearing wall above(must stack over wall below) Web stiffeners required each side at B5W B5 B5W Per IRC R502.7, blocking required ateach intermediate support in seismicdesign categories D0, D1, and D2. Blocking required at shear walls above or below - see detail B1 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELINTM LAYOUT INCLUDES THE iLEVELTMFRAMER'S POCKET GUIDE. BlueLinx now offers Precision End Trim Pre-Cut Blocking panels for on center spacings of 12", 16" and 24". All panels are undercut by 1/8" for ease of installation. Speak with your sales representative or design team for more information on these and other great products specified on this plan. Reduce installation time by up to 40% by having yourEWP pre-cut. ASK US ABOUT NextPhase . This project has been produced for a JobPackTM or NextPhase JobPackTM.Please review and return attached form for processing. Please speak with yourONEtree Representative if you have anyquestions or require additional information. PDF created with pdfFactory trial version www.pdffactory.com Beam/Post PlotID Length Product Plies Net Qty M1-2 13' 10"1 3/4" x 11 7/8" 1.9E Microllam® LVL 2 2 M3-2 6' 6"1 3/4" x 9 1/2" 1.9E Microllam® LVL 2 2 M3-2 4' 1 1/4" 18' 0" 4' 1 1/4" 14' 0" 12' 0" 6' 6" 1' 8" 3' 2" 1' 8" 5' 0" 6' 0" 27' 6 1/2"4' 5 1/2"8' 0" 4' 0" 4' 1 1/4"5' 9 1/2"4' 1 1/4"14' 0" 4' 1 1/4"5' 9 1/2"4' 1 1/4"6' 0" 18' 8"26' 0" 27' 4"16' 0" 1' 8"2' 4" 54' 1 1/4" 54' 1 1/4" 92' 0" 92' 0" 5' 0" 27' 0" ALL TRUSS LOADING HAS BEEN ASSUMEDTO BE ON EXTERIOR WALLS ONLYUNLESS NOTED OTHERWISE ON PLANS.VERIFY LOADING CONDITIONS PRIORTO ORDERING/CONSTRUCTION. ROOF TRUSSES BY OTHERS Roof PlotID Length Product Plies Net Qty M2 5' 4 11/16"1 3/4" x 11 1/4" 1.9E Microllam® LVL 1 1 M4 10' 3"1 3/4" x 9 1/4" 1.9E Microllam® LVL 1 1 M5 10' 2 1/16"1 3/4" x 9 1/4" 1.9E Microllam® LVL 1 2 M6 9' 0 1/4"1 3/4" x 9 1/4" 1.9E Microllam® LVL 1 1 4' 0" 4' 1 1/4"5' 9 1/2"4' 1 1/4" 92' 0" M5 M 5 M6M4 M2 M1-2 ROOF FRAMING BY OTHERS ROOF FRAMING BY OTHERS REV A B C D E BY DATE DESCRIPTION RGC 2/15/13 CHANGED DIRECTION OF JOISTS AND BEAM PLACEMEN RGC 3/29/13 ADJUSTED WALL POST LOCATIONS PER NEW PLANS RGC 4/16/13 MOVED GIRDERS AND ADDED RECESSED SHOWER 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 ROOF TRUSS LAYOUT ADLER-TORREY RESIDENCE LEEDS, MA. DRAWN BY: RGC SCALE: DATE: 1/4" = 1'-0" 4/16/2013 SHEET 2 OF2CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURECOMPLIANCE WITHARCHITECTURAL DRAWINGS. BlueLinx Corporation Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B13-0092-D iLevel®Green Estimator Contribution to National Green Bldg Std: Contribution to LEED® for Homes: 36 2 The points identified above indicate the potential number of green building points allowed by the ICC-700 2008 National Green Building Standard or the U.S. Green Building Council's LEED® for Homes based on the iLevel® structural frame solutions represented on this project. You are advised to confirm point calculations with the appropriate authorized organization. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers SheathingRim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. ©2012 Weyerhaeuser NR Company. All rights reserved. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing atend support; 312" minimumat intermediate support TJI® Joist to Bearing Plate 114" TimberStrand®LSL orTJ® 118" rim board or 134"wide TJI® rim joist: One 10d (0.128" x 3") nail into eachflange 2 116" - 2 516" wide TJI® rimjoist: One 16d (0.135" x312") nail into each flange Shear transfer: Connections equivalent tofloor panel nailing schedule One 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end. 312" wide TJI® rimjoist: Toe nail with10d (0.128" x 3")nails, one each sideof TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist(Load bearing wall above) One 10d (0.128" x 3")nail into each flange 114" TimberStrand®LSL orTJ® 118" rim board. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELINTM LAYOUT INCLUDES THE iLEVELTMFRAMER'S POCKET GUIDE. BlueLinx now offers Precision End Trim Pre-Cut Blocking panels for on center spacings of 12", 16" and 24". All panels are undercut by 1/8" for ease of installation. Speak with your sales representative or design team for more information on these and other great products specified on this plan. Reduce installation time by up to 40% by having yourEWP pre-cut. ASK US ABOUT NextPhase . This project has been produced for a JobPackTM or NextPhase JobPackTM.Please review and return attached form for processing. Please speak with yourONEtree Representative if you have anyquestions or require additional information. LEFT FRONT BAY ALTERNATE PDF created with pdfFactory trial version www.pdffactory.com