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b18-0405a ashbee model - LAYOUTSProducts PlotID Length Product Plies Net Qty M1-2 38' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 2 2 M2-3 32' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 3 3 M3-2 16' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 2 2 M4-2 14' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 2 2 M5-2 12' 0"1 3/4" x 9 1/2" 2.0E Microllam® LVL 2 2 TSRIM1 16' 0"1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 16 TSBk1 70' 4 5/8"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS1 22' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS2 18' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 60 TS3 10' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 20 TS5-2 6' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2 TS4 6' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 15 TS6 4' 0"1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 11 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 1 59 LEVEL NOTES Current Date:6/28/2018 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 CS CS CS CS CS CS CS CS CS B4 B4 B4 B4 A3 A3 A3 A3 A3 A3 A3 A3 A3 CS 4' 0" 3' 6"6' 2"4' 8"32' 8"4' 0" 46' 0" 9' 0" 6' 2"16' 0" 5' 0" 18' 6"12' 0" 6' 2"21' 0" 14' 0" 16' 6"55' 0" 55' 0" 57' 8" 57' 8" M4-2 M2-3 M3-2 M5-2TSRIM1TSRIM1TSRIM1 TSRIM1TSRIM1TSRIM1TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1TSRIM1 TSRIM1TS5-2TS1TSBk1 TSBk1 TSBk1 TSBk1 M1-2 TS2 16" O.C. TS2 16" O.C. TS3 16" O.C. TS3 16" O.C. TS4 16" O.C.TS6 16" O.C. SLAB ON GRADE SLAB ON GRADE STAIR OPENING Contractor to verify all framing areas, dimensions, openings, loading conditions , etc. with Architect/Engineer prior construction to ensure compliance with architectural drawings.REVABCDEBYDATEDESCRIPTIONLBS6/28/18FLUSH HDR ADDED AT FRONT OF MASTER BEDROOMMAINFLOORLAYOUTASHBEE MODELLOT 18, NORTHVIEW, NORTHAMPTON, MADRAWN BY:LBSSCALE:DATE:1/4" = 1'-0"6/28/2018SHEET 1 OF3 Plans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B18-0405ABlueLinx Corporation419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925Lack 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 SheathingRim Board Strut LinesRim Joist DO NOT stack buildingmaterials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joistsuntil 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"or 112" TimberStrand®LSL or TJI® joist. Web stiffeners required on both sides at B1W and 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 minimumsquash blocks 116" Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand®LSL or TJI® joist. End of joists atcenterline of support B4 Load bearing or braced/shear wall above (must stackover wall below when present) B4W Web stiffenersrequired on both sides of both joistends 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 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 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 stacked vertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitutefor squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com Products PlotID Length Product Plies Net Qty M1-3 14' 0"1 3/4" x 14" 2.0E Microllam® LVL 3 3 M2-2 20' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 M3-2 12' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 Wall Framing PlotID Length Product Plies Net Qty MHd1-2 8' 0"1 3/4" x 7 1/4" 2.0E Microllam® LVL 2 6 MHd2-2 6' 0"1 3/4" x 7 1/4" 2.0E Microllam® LVL 2 2 TSHd1-2 8' 0"1 1/2" x 7 1/4" 1.5E TimberStrand® LSL 2 2M2-2TSHd1-2 MHd1-2 MHd1-2 MHd1-2 MHd2-2 M3-2 M1-3 BBO1BBO3 2X CEILING FRAMING BY OTHERS SPANNING IN THE DIRECTION OF THE ARROW 2X CEILING FRAMING BY OTHERS SPANNING IN THE DIRECTION OF THE ARROW 2X CEILING FRAMING BY OTHERS SPANNING IN THE DIRECTION OF THE ARROW 2X CEILING FRAMING BY OTHERS SPANNING IN THE DIRECTION OF THE ARROW 2X CEILING FRAMING BY OTHERS SPANNING IN THE DIRECTION OF THE ARROW Ceiling Design Loads 30 psf Live Load 10 psf Dead Load Contractor to verify all framing areas, dimensions, openings, loading conditions , etc. with Architect/Engineer prior construction to ensure compliance with architectural drawings.REVABCDEBYDATEDESCRIPTIONLBS6/28/18FLUSH HDR ADDED AT FRONT OF MASTER BEDROOMCEILINGLAYOUTASHBEE MODELLOT 18, NORTHVIEW, NORTHAMPTON, MADRAWN BY:LBSSCALE:DATE:1/4" = 1'-0"6/28/2018SHEET 2 OF3 Plans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B18-0405ABlueLinx Corporation419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925Lack 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 SheathingRim Board Strut LinesRim Joist DO NOT stack buildingmaterials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joistsuntil 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"or 112" TimberStrand®LSL or TJI® joist. Web stiffeners required on both sides at B1W and 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 minimumsquash blocks 116" Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand®LSL or TJI® joist. End of joists atcenterline of support B4 Load bearing or braced/shear wall above (must stackover wall below when present) B4W Web stiffenersrequired on both sides of both joistends 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 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 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 stacked vertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitutefor squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com Products PlotID Length Product Plies Net Qty M1 38' 0"1 3/4" x 14" 2.0E Microllam® LVL 1 1 M3-3 16' 0"1 3/4" x 14" 2.0E Microllam® LVL 3 3 M2 16' 0"1 3/4" x 14" 2.0E Microllam® LVL 1 2 M4 12' 0"1 3/4" x 14" 2.0E Microllam® LVL 1 1 M5 10' 0"1 3/4" x 14" 2.0E Microllam® LVL 1 2 M1 M2 M2M5M5M4M3-3 Contractor to verify all framing areas, dimensions, openings, loading conditions , etc. with Architect/Engineer prior construction to ensure compliance with architectural drawings. Roof shown 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 VERIFY LVL BOARD REQUIRED AT ALL ROOF RIDGES PRIOR TO ORDERING, TYPICAL FOR ALL RIDGES 2X ROOF FRAMING BY OTHERS 2X ROOF FRAMING BY OTHERS 2X ROOF FRAMING BY OTHERS 2X ROOF FRAMING BY OTHERS REVABCDEBYDATEDESCRIPTIONLBS6/28/18FLUSH HDR ADDED AT FRONT OF MASTER BEDROOMROOFLAYOUTASHBEE MODELLOT 18, NORTHVIEW, NORTHAMPTON, MADRAWN BY:LBSSCALE:DATE:1/4" = 1'-0"6/28/2018SHEET 3 OF3 Plans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B18-0405ABlueLinx Corporation419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925Lack 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 SheathingRim Board Strut LinesRim Joist DO NOT stack buildingmaterials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joistsuntil 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"or 112" TimberStrand®LSL or TJI® joist. Web stiffeners required on both sides at B1W and 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 minimumsquash blocks 116" Blocking panel: 118" TJ® Rim Board, 114" or 112" TimberStrand®LSL or TJI® joist. End of joists atcenterline of support B4 Load bearing or braced/shear wall above (must stackover wall below when present) B4W Web stiffenersrequired on both sides of both joistends 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 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 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 stacked vertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitutefor squash blocks or blocking panels. INSTALLATION TIPS PDF created with pdfFactory Pro trial version www.pdffactory.com