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lot1251higginsway NV Lot 12 Lovejoy 10.24.18.pdfA4 1/4" = 1'-0" FRONT ELEVATION 1 1/4" = 1'-0" LEFT SIDE ELEVATION 2 1/4" = 1'-0" RIGHT SIDE ELEVATION 4 1/4" = 1'-0" REAR ELEVATION 3 1/2" = 1'-0" DETAIL AT PORCH Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A1 FRONT ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION DETAIL AT PORCH LOVEJOY CUSTOM MELBOURNE FOR ERIC GOUVIN & BETH LOVEJOY LOT 12 HIGGINS WAY NORTHAMPTON, MA OCT. 18, 2018 THESE DESIGN PLANS, DRAWINGS, SUMMARIES AND/OR ANALYSIS (THE "PLANS") AND ALL OTHER WRITTEN MATERIALS AND DOCUMENTATION WHICH WERE PREPARED AND OR PRODUCES BY KENT PECOY AND SONS CONSTRUCTION, INC. (THE "COMPANY") IN CONNECTION THEREWITH ARE SPECIFICALLY AND EXCLUSIVELY INTENDED FOR USE SOLELY BY THE COMPANY IN THE CONSTRUCTION OF THE BUILDING AND RELATED IMPROVEMENTS REFLECTED THEREON AND ARE NOT INTENDED FOR OR TO BE USED OR RELIED UPON BY ANY OTHER PARTY WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF THE COMPANY WHICH AUTHORIZATION SHALL BE GRANTED IN THE SOLE AND EXCLUSIVE DISCRETION OF THE COMPANY. OCT. 24, 2018 1/4" = 1'-0" FOUNDATION PLAN 1 1/4" = 1'-0" 1'ST FLOOR PLAN 2 1188 S.F. WINDOW & DOOR SCHEDULE MODEL NO. ROUGH OPG. STYLE THESE DESIGN PLANS, DRAWINGS, SUMMARIES AND/OR ANALYSIS (THE "PLANS") AND ALL OTHER WRITTEN MATERIALS AND DOCUMENTATION WHICH WERE PREPARED AND OR PRODUCES BY KENT PECOY AND SONS CONSTRUCTION, INC. (THE "COMPANY") IN CONNECTION THEREWITH ARE SPECIFICALLY AND EXCLUSIVELY INTENDED FOR USE SOLELY BY THE COMPANY IN THE CONSTRUCTION OF THE BUILDING AND RELATED IMPROVEMENTS REFLECTED THEREON AND ARE NOT INTENDED FOR OR TO BE USED OR RELIED UPON BY ANY OTHER PARTY WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF THE COMPANY WHICH AUTHORIZATION SHALL BE GRANTED IN THE SOLE AND EXCLUSIVE DISCRETION OF THE COMPANY. Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A2 FOUNDATION PLAN 1'ST FLOOR PLAN LOVEJOY CUSTOM MELBOURNE FOR ERIC GOUVIN & BETH LOVEJOY LOT 12 HIGGINS WAY NORTHAMPTON, MA OCT. 18, 2018 OCT. 24, 2018 1/4" = 1'-0" 2'ND FLOOR PLAN 1 800 S.F.1/4" = 1'-0" ROOF PLAN 2 Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A3 2'ND FLOOR PLAN ROOF PLAN PORTAL FRAME DETAIL THESE DESIGN PLANS, DRAWINGS, SUMMARIES AND/OR ANALYSIS (THE "PLANS") AND ALL OTHER WRITTEN MATERIALS AND DOCUMENTATION WHICH WERE PREPARED AND OR PRODUCES BY KENT PECOY AND SONS CONSTRUCTION, INC. (THE "COMPANY") IN CONNECTION THEREWITH ARE SPECIFICALLY AND EXCLUSIVELY INTENDED FOR USE SOLELY BY THE COMPANY IN THE CONSTRUCTION OF THE BUILDING AND RELATED IMPROVEMENTS REFLECTED THEREON AND ARE NOT INTENDED FOR OR TO BE USED OR RELIED UPON BY ANY OTHER PARTY WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF THE COMPANY WHICH AUTHORIZATION SHALL BE GRANTED IN THE SOLE AND EXCLUSIVE DISCRETION OF THE COMPANY. LOVEJOY CUSTOM MELBOURNE FOR ERIC GOUVIN & BETH LOVEJOY LOT 12 HIGGINS WAY NORTHAMPTON, MA OCT. 18, 2018 OCT. 24, 2018 1/2" = 1'-0" 48" WIDE WALL BRACING PANEL 5 TYPE "A" 1/2" = 1'-0" 32" WIDE WALL BRACING PANEL 4 TYPE "B" ONE STORY TYPE "C" TWO STORY 1/2" = 1'-0" DETAIL "A" 1 1/2" = 1'-0" DETAIL "B" 2 1/2" = 1'-0" DETAIL "C" 3 1/4" = 1'-0" SECTION "A" 7 1/4" = 1'-0" SECTION "B" 6 1/2" = 1'-0" DETAIL OF RIDGE VENT 0 1/2" = 1'-0" DETAIL "D" 8 THESE DESIGN PLANS, DRAWINGS, SUMMARIES AND/OR ANALYSIS (THE "PLANS") AND ALL OTHER WRITTEN MATERIALS AND DOCUMENTATION WHICH WERE PREPARED AND OR PRODUCES BY KENT PECOY AND SONS CONSTRUCTION, INC. (THE "COMPANY") IN CONNECTION THEREWITH ARE SPECIFICALLY AND EXCLUSIVELY INTENDED FOR USE SOLELY BY THE COMPANY IN THE CONSTRUCTION OF THE BUILDING AND RELATED IMPROVEMENTS REFLECTED THEREON AND ARE NOT INTENDED FOR OR TO BE USED OR RELIED UPON BY ANY OTHER PARTY WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF THE COMPANY WHICH AUTHORIZATION SHALL BE GRANTED IN THE SOLE AND EXCLUSIVE DISCRETION OF THE COMPANY. Sheet Description: Issue Dates: Scale: AS NOTED Project #: Drawn By: JLL Sheet #: A4 DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" WALL BRACING PANELS SECTION "A" SECTION "B" LOVEJOY CUSTOM MELBOURNE FOR ERIC GOUVIN & BETH LOVEJOY LOT 12 HIGGINS WAY NORTHAMPTON, MA OCT. 18, 2018 OCT. 24, 2018 B18-0870-NV Lot 12-Melborne-Lovejoy LAYOUTS.pdfB18-0870-NV Lot 12-Melborne-Lovejoy.jvl Start Spacing Here 16" O.C. Products PlotID Length Product Plies Net Qty TSRIM1 16' 0" 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 13 TSBk1 40' 4 1/4" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS1-2 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 4 TS2 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 21 TS3 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 25 TS4 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 2 TS5 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 3 TS7-2 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 4 TS6 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 20 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 1 38 LEVEL NOTES Current Date: 10/19/2018 Level Name: 1st Floor Building Code - Design Methodology: IBC 2015 FLOOR Floor Container: FC5 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 B4 B4 A3 A3 A3 A3 A3 A3 A3A3 E1 A3 A3 CS CS CS CS CS CS TS1-2 TS7-2 TS7-2 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSBk1TSBk1 TSRIM1 TSRIM1 TSRIM1 T SBk1 TS1-2 TS5 16" O.C. TS3 16" O.C. TS3 16" O.C. TS2 16" O.C. TS2 16" O.C. TS6 16" O.C. TS6 16" O.C. TS6 16" O.C. TS4 16" O.C. Min. brg. 2.25". Min. brg. 8.75". Min. brg. 8.5". Min. brg. 6.25". Min. brg. 6.25". Split beam over post to reduce shipping length. REV A B C D E BYDATEDESCRIPTIONMAIN FLOORLAYOUT Gouvin-Lovejoy Residence Lot 12 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"10/19/2018 SHEET 1 OF4 Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B18-0870 BlueLinx Corporation 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 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 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 Sheathing Rim 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. TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board, 114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each 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" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity *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 A3.2 A3.1 A3.3 Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand® LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY B1WB1 B2 B2W 1 16" 2x4 minimum squash 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 1 16" Blocking panel: 118" TJ® Rim Board, 114" or 112" 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 both sides 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 at each intermediate support in seismic design 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 both sides at E1W ONLY 118" TJ® Rim Board or 114" or 112" 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 parallel partitions, space joists apart the width of the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, but may not be required. Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI® joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com Framing Connector Summary Qty Manuf Product Skew Slope Backer Blks Filler Web Stiff 3 Simpson HHUS410 - - No No No 16 Simpson IUS2.37/11.88 - - No No No 4 Simpson LBV4.75/11.88 - - No No No Products PlotID Length Product Plies Net Qty K32' 32' 0" 11 7/8" TJI® 230 1 13 K22' 22' 0" 11 7/8" TJI® 230 1 6 K20' 20' 0" 11 7/8" TJI® 230 1 4 K16'-2 16' 0" 11 7/8" TJI® 230 2 8 K16' 16' 0" 11 7/8" TJI® 230 1 12 K14' 14' 0" 11 7/8" TJI® 230 1 10 KBk1 8' 9 1/4" 11 7/8" TJI® 230 1 1 M1-2 6' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 TSRIM1 16' 0" 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 10 TS1-2 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2 TS2-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS3-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4 TS4-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4 TS5-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 1 44 LEVEL NOTES Current Date: 10/19/2018 Level Name: 2nd Floor Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 44, joist = K20'(i2521) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 64, joist = K14'(i2499) Building Code - Design Methodology: IBC 2015 FLOOR Floor Container: FC6 Use/Occupancy: ResidentialSleepingAreas Floor Area Loading is: 20.0 lb/ft² Live Load & 12.0 lb/ft² Dead Load Operator Added Additional Loads Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF Strapping at max 8' o.c.: Flat1x4 A3 A3 A3 A3 A3 A3 A3 A3 B1 B1 TS5-2 TS4-2 TS3-2 TS4-2 TS3-2 TS2-2 M1-2 HHUS410HHUS410 HHUS410 K32' K32' TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 IUS2.37/11.88 TS1-2 KBk1 K Bk1 K20' 16" O.C. K32' 16" O.C. K32' 16" O.C. K14' 16" O.C. K14' 16" O.C. K16' 16" O.C. K16' 16" O.C. K16'-2 16" O.C. K22' 16" O.C. IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 LBV4.75/11.88 An additional 10 psf live load (30 psf total) has been added for sleeping areas. An additional 20 psf live load (40 psf total) has been added for non-sleeping areas. Dbl. TJI to support offset bearing wall above. REV A B C D E BYDATEDESCRIPTION2ND FLOORLAYOUT Gouvin-Lovejoy Residence Lot 12 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"10/19/2018 SHEET 2 OF4 Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B18-0870 BlueLinx Corporation 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 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 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 Sheathing Rim 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. TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board, 114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each 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" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity *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 A3.2 A3.1 A3.3 Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand® LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY B1WB1 B2 B2W 1 16" 2x4 minimum squash 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 1 16" Blocking panel: 118" TJ® Rim Board, 114" or 112" 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 both sides 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 at each intermediate support in seismic design 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 both sides at E1W ONLY 118" TJ® Rim Board or 114" or 112" 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 parallel partitions, space joists apart the width of the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, but may not be required. Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI® joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 1 25 LEVEL NOTES Current Date: 10/19/2018 Level Name: Attic Building Code - Design Methodology: IBC 2015 FLOOR Floor Container: FC7 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 2 x _ material shown for load transfer purposes only. It is the responsibility of others to determine the suitability of all 2 x _ materials. Roof shown/assumed is a compression roof system with all roof loads being transferred to exterior walls. No roof loads have been applied to the interior for the design of this structure. Verify compression roof system prior to construction. REV A B C D E BYDATEDESCRIPTIONATTICLAYOUT Gouvin-Lovejoy Residence Lot 12 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"10/19/2018 SHEET 3 OF4 Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B18-0870 BlueLinx Corporation 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 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 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 Sheathing Rim 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. TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board, 114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each 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" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity *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 A3.2 A3.1 A3.3 Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand® LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY B1WB1 B2 B2W 1 16" 2x4 minimum squash 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 1 16" Blocking panel: 118" TJ® Rim Board, 114" or 112" 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 both sides 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 at each intermediate support in seismic design 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 both sides at E1W ONLY 118" TJ® Rim Board or 114" or 112" 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 parallel partitions, space joists apart the width of the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, but may not be required. Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI® joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com LEVEL NOTES Current Date: 10/19/2018 Level Name: Roof Building Code - Design Methodology: IBC 2015 Roof shown/assumed is a compression roof system with all roof loads being transferred to exterior walls. No roof loads have been applied to the interior for the design of this structure. Verify compression roof system prior to construction. Roof Design Loads 40 psf Live Load (Snow) 15 psf Dead Load REV A B C D E BYDATEDESCRIPTIONROOFLAYOUT Gouvin-Lovejoy Residence Lot 12 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"10/19/2018 SHEET 4 OF4 Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B18-0870 BlueLinx Corporation 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 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 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 Sheathing Rim 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. TJI® 560 floor joist Top View NAILING AT BEARING (FLOOR) 134" minimum end bearing single-family applications TJI® Joist to Bearing Plate 118" TJ® Rim Board, 114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, and 360 rim joist: One 16d (0.135" x 312") nail into each flange. With depths > 16", use TJI® 360 rim joist. Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 rim joist: Toe nail with 10d (0.128" x 3") nails, one each 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" or 1 12" TimberStrand® LSL. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" minimum intermediate bearing 514" may be required for maximum capacity *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 A3.2 A3.1 A3.3 Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand® LSL or TJI® joist. Web stiffeners required on both sides at B1W and B2W ONLY B1WB1 B2 B2W 1 16" 2x4 minimum squash 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 1 16" Blocking panel: 118" TJ® Rim Board, 114" or 112" 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 both sides 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 at each intermediate support in seismic design 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 both sides at E1W ONLY 118" TJ® Rim Board or 114" or 112" 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 parallel partitions, space joists apart the width of the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail). Subfloor adhesive will improve floor performance, but may not be required. Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI® joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com