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Lot 7 Floor System LayoutsFraming Connector Summary Qty Manuf Product Skew Slope Backer Blks Filler Web Stiff 2 Simpson IUS1.56/11.88 --No No No Products PlotID Length Product Plies Net Qty M1-4 30' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 4 4 M3-3 30' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 3 3 M2-2 30' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 2 2 M4-3 12' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 3 3 TSRIM1 16' 0"1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 15 TS1 26' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 31 TS2 22' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 11 TS3 18' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 16 TSBk1 13' 11 1/4"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS4-2 10' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2 TS5-2 6' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 4 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 55 LEVEL NOTES Current Date:8/15/2017 Level Name:1st Floor Building Code - Design Methodology:IBC 2015 FLOOR Floor Container:FC1 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 12.0 lb/ft² Dead Load Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total Load A3 A3 A3 A3 A3 A3 A3 A3 B4 M1-4 M2-2 M3-3 M4-3TS5-2TS5-2 TSRIM1TSRIM1TSRIM1TSRIM1TSRIM1TSRIM1TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TS4-2PL: 16.7K TSBk1 4' 0" 6' 0" 20' 0" 25' 0" 5' 6"46' 0" 9' 0" 5' 6"20' 6"18' 6"12' 0" 4' 0" 6' 4"4' 8"19' 6"16' 6"60' 6"60' 6"51' 0" 51' 0" TS1 16" O.C. TS1 16" O.C. TS2 16" O.C. TS3 16" O.C. TS3 16" O.C. IUS1.56/11.88 REVABCDEBYDATEDESCRIPTION419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925MAINFLOORLAYOUTLinda Burek & Stuart Chipkin ResidenceLot 7 Higgins Way, Northhampton MADRAWN BY:DSSCALE:DATE:1/4" = 1'-0"8/15/2017SHEET 1 OF2BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B17-0743 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 be accomplished 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 orone 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: BlockingHangers Sheathing Rim Board Strut LinesRim 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. TJI® 560 or s47 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearingsingle-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board,114" TimberStrand®LSLor TJI® 110 rim joist:One 10d (0.131" x 3") nail into each flange TJI® 210, 230, 360, s31 ors33 rim joist: One 16d (0.135" x 312") nailinto each flange Shear transfer: Connections equivalentto floor panel nailing schedule TJI® 560 or s47 rimjoist: Toe nail with 10d(0.128" x 3") nails, oneeach side of 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 118" TJ® Rim Board or 114"TimberStrand®LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drivenails at an angle atleast 112" from end. 312" minimumintermediate bearing514" may be requiredfor maximum capacity *Conventional construction code minimum for use with A3 only. See the Weyerhaeuser TJI® Specifier's Guide, #TJ-4000, for A3.1-A3.3installation 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 braced/shear wallabove (must stack over wall below) Blocking panel: 118" TJ® Rim Board,114" TimberStrand®LSL or TJI® joist. Web stiffeners requiredon both sides at B1Wand B2W ONLY B1WB1 B2 B2W 116" 2x4 minimumsquash blocks Blocking panels may be required with braced/shear walls above or below — see detail B1 Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Blocking panel: 118" TJ® Rim Board, 114" TimberStrand®LSL or TJI® joist End of joists at centerline of support B4 Load bearing or braced/shear wall above (must stack over wall below when present) B4W Web stiffeners required on bothsides of both joist ends at B4W ONLY Load bearing wall above (must stack over wall below) Web stiffeners required on both sides at B5W ONLY B5 B5W Per IRC R502.7, blocking required ateach intermediate support in seismicdesign categories D0, D1, and D2. Blocking panels may be required with shear walls above or below — see detail B1 8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diameter maximum for blocking panels 912"deep or shorter than 12" long. Do not cut flanges. E1 E1W Web stiffeners required on bothsides at E1W ONLY 118" TJ® Rim Board or 114" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Plumbing drop When joists are doubled at non-load bearing parallelpartitions, space joists apart the width of the wall forplumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, butmay not be required. Squash blocks and blocking panels carry stackedvertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN LAYOUT INCLUDES THE TRUSJOIST FRAMER'S POCKET GUIDE AVAILABLE AT www.weyerhaeuser.com/woodproducts/document-library/TJ-9001/ Joists may be shifted3"from o.c. spacing to avoid hanger interference/plumbing drops.Do not cut joist flanges. FIELD VERIFICATIONNOTE Contractor to verify all framing areas, dimensions, openings, loading conditions , etc. with Architect/Engineer prior construction to ensure compliance with architectural drawings. EDGE GOLD NOTE Weyerhaeuser Edge Gold Panel is the BlueLinxsuggestedpanel material. It will NOT be included in your quote. Thepanel material list on this layout is provided as a courtesy. For current pricing please contact your sales representative. STRANDGUARD® NOTE 1.3E StrandGuard® TimberStrand® LSL is the BlueLinx alternative for PT foundation wall sill plates and will be included in yourquote if contained in the material list. DIMENSIONAL LUMBER NOTE Dimensional lumber has been included for loading purposes only. No engineering has been performed or should be implied on any dimensional lumber shown. SHOP DRAWING / SUBMITTAL REVIEW APPROVED APPROVED AS NOTED REVISE & RESUBMIT REJECTED *- Accepted for informal informational purposes only APPROVAL NOT REQUIRED* If a signed copy of this submittal is NOT returned to BlueLinx then "APPROVAL NOT REQUIRED" will be assumed THIS PLAN PROVIDES SUPPLIMENTAL INFORMATION TO THE ORIGINAL ARCHITECTURAL & STRUCTURAL DRAWINGS AND IS NOT FOR CONSTRUCTION UNLESS REVIEWED AND APPROVED BY THE PROJECT ARCHITECT AND/OR ENGINEER OF RECORD. NO PROFESSIONAL ENGINEERING HAS BEEN DONE OR IMPLIED. ALL METHODS OF CONSTRUCTION MUST BE FOLLOWED ACCORDING TO THE DIRECTION OF THE PROJECT ARCHITECTAND/OR ENGINEER OF RECORD. ALL MATERIALSPECIFICATIONS, LENGTHS, QUANTITIES, DIMENSIONS AND DETAILS MUST BE REVIEWED AND APPROVED BY ALL ASSOCIATED PARTIES BELOW PRIOR TO ORDER PLACEMENT. PDF created with pdfFactory Pro trial version www.pdffactory.com LEVEL NOTES Current Date:8/15/2017 Level Name:Roof Building Code - Design Methodology:IBC 2015 COMPRESSION ROOF SYSTEM IS NOT ANALYZED BY THIS SOFTWARE Compliance with an applicable prescriptive building code must be confirmed for: - Loads, building type and overall building configuration - Framing member sizes, spacing and locations - Component placement such as ceiling joists, rafter ties, blocking, etc. - All connections including required ties and straps Products PlotID Length Product Plies Net Qty M1-3 18' 0"1 3/4" x 14" 2.0E Microllam® LVL 3 3 M2-3 14' 0"1 3/4" x 14" 2.0E Microllam® LVL 3 3 M3 34' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 1 M4-3 22' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M5 18' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 1 M6-2 12' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 M7-2 18' 0"1 3/4" x 7 1/4" 2.0E Microllam® LVL 2 2 M8-2 6' 0"1 3/4" x 7 1/4" 2.0E Microllam® LVL 2 2 M6-2 M2-3 M8-2 M7-2 M1-3 M3 M5 M4-3 (Ridge Board) (Ridge Board)REVABCDEBYDATEDESCRIPTION419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925ROOF LAYOUTLinda Burek & Stuart Chipkin ResidenceLot 7 Higgins Way, Northhampton MADRAWN BY:DSSCALE:DATE:1/4" = 1'-0"8/15/2017SHEET 2 OF2BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B17-0743 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 be accomplished 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 orone 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: BlockingHangers Sheathing Rim Board Strut LinesRim 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. TJI® 560 or s47 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearingsingle-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board,114" TimberStrand®LSLor TJI® 110 rim joist:One 10d (0.131" x 3") nail into each flange TJI® 210, 230, 360, s31 ors33 rim joist: One 16d (0.135" x 312") nailinto each flange Shear transfer: Connections equivalentto floor panel nailing schedule TJI® 560 or s47 rimjoist: Toe nail with 10d(0.128" x 3") nails, oneeach side of 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 118" TJ® Rim Board or 114"TimberStrand®LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drivenails at an angle atleast 112" from end. 312" minimumintermediate bearing514" may be requiredfor maximum capacity *Conventional construction code minimum for use with A3 only. See the Weyerhaeuser TJI® Specifier's Guide, #TJ-4000, for A3.1-A3.3installation 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 braced/shear wallabove (must stack over wall below) Blocking panel: 118" TJ® Rim Board,114" TimberStrand®LSL or TJI® joist. Web stiffeners requiredon both sides at B1Wand B2W ONLY B1WB1 B2 B2W 116" 2x4 minimumsquash blocks Blocking panels may be required with braced/shear walls above or below — see detail B1 Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Blocking panel: 118" TJ® Rim Board, 114" TimberStrand®LSL or TJI® joist End of joists at centerline of support B4 Load bearing or braced/shear wall above (must stack over wall below when present) B4W Web stiffeners required on bothsides of both joist ends at B4W ONLY Load bearing wall above (must stack over wall below) Web stiffeners required on both sides at B5W ONLY B5 B5W Per IRC R502.7, blocking required ateach intermediate support in seismicdesign categories D0, D1, and D2. Blocking panels may be required with shear walls above or below — see detail B1 8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diameter maximum for blocking panels 912"deep or shorter than 12" long. Do not cut flanges. E1 E1W Web stiffeners required on bothsides at E1W ONLY 118" TJ® Rim Board or 114" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Plumbing drop When joists are doubled at non-load bearing parallelpartitions, space joists apart the width of the wall forplumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, butmay not be required. Squash blocks and blocking panels carry stackedvertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN LAYOUT INCLUDES THE TRUSJOIST FRAMER'S POCKET GUIDE AVAILABLE AT www.weyerhaeuser.com/woodproducts/document-library/TJ-9001/ Joists may be shifted3"from o.c. spacing to avoid hanger interference/plumbing drops.Do not cut joist flanges. FIELD VERIFICATIONNOTE Contractor to verify all framing areas, dimensions, openings, loading conditions , etc. with Architect/Engineer prior construction to ensure compliance with architectural drawings. EDGE GOLD NOTE Weyerhaeuser Edge Gold Panel is the BlueLinxsuggestedpanel material. It will NOT be included in your quote. Thepanel material list on this layout is provided as a courtesy. For current pricing please contact your sales representative. STRANDGUARD® NOTE 1.3E StrandGuard® TimberStrand® LSL is the BlueLinx alternative for PT foundation wall sill plates and will be included in yourquote if contained in the material list. DIMENSIONAL LUMBER NOTE Dimensional lumber has been included for loading purposes only. No engineering has been performed or should be implied on any dimensional lumber shown. SHOP DRAWING / SUBMITTAL REVIEW APPROVED APPROVED AS NOTED REVISE & RESUBMIT REJECTED *- Accepted for informal informational purposes only APPROVAL NOT REQUIRED* If a signed copy of this submittal is NOT returned to BlueLinx then "APPROVAL NOT REQUIRED" will be assumed THIS PLAN PROVIDES SUPPLIMENTAL INFORMATION TO THE ORIGINAL ARCHITECTURAL & STRUCTURAL DRAWINGS AND IS NOT FOR CONSTRUCTION UNLESS REVIEWED AND APPROVED BY THE PROJECT ARCHITECT AND/OR ENGINEER OF RECORD. NO PROFESSIONAL ENGINEERING HAS BEEN DONE OR IMPLIED. ALL METHODS OF CONSTRUCTION MUST BE FOLLOWED ACCORDING TO THE DIRECTION OF THE PROJECT ARCHITECTAND/OR ENGINEER OF RECORD. ALL MATERIALSPECIFICATIONS, LENGTHS, QUANTITIES, DIMENSIONS AND DETAILS MUST BE REVIEWED AND APPROVED BY ALL ASSOCIATED PARTIES BELOW PRIOR TO ORDER PLACEMENT. PDF created with pdfFactory Pro trial version www.pdffactory.com