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63higganswaydigitalcopysofplans NV Lot 14 Cain & Skillins 9.6.18.pdfA6 1/4" = 1'-0" RIGHT SIDE ELEVATION 2 1/4" = 1'-0" FRONT ELEVATION 1 Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A1 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. FRONT ELEVATION RIGHT SIDE ELEVATION AUG. 14, 2018 CUSTOM DESIGN FOR TOM CAIN & BETH SKILLINS LOT 14 HIGGINS WAY NORTHAMPTON, MA CAIN & SKILLINS AUG. 15, 2018 SEPT. 6, 2018 1/4" = 1'-0" LEFT SIDE ELEVATION 2 1/4" = 1'-0" REAR ELEVATION 1 Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A2 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. REAR ELEVATION LEFT SIDE ELEVATION AUG. 14, 2018 CUSTOM DESIGN FOR TOM CAIN & BETH SKILLINS LOT 14 HIGGINS WAY NORTHAMPTON, MA CAIN & SKILLINS AUG. 15, 2018 SEPT. 6, 2018 1/4" = 1'-0" FOUNDATION PLAN 1 FOUNDATION PLAN Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A3 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. AUG. 14, 2018 CUSTOM DESIGN FOR TOM CAIN & BETH SKILLINS LOT 14 HIGGINS WAY NORTHAMPTON, MA CAIN & SKILLINS AUG. 15, 2018 SEPT. 6, 2018 1/4" = 1'-0" 1'ST FLOOR PLAN 1 1697 S.F. WINDOW & DOOR SCHEDULE MODEL NO. ROUGH OPG. STYLE FIRST FLOOR PLAN Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A4 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. AUG. 14, 2018 CUSTOM DESIGN FOR TOM CAIN & BETH SKILLINS LOT 14 HIGGINS WAY NORTHAMPTON, MA CAIN & SKILLINS AUG. 15, 2018 SEPT. 6, 2018 1/2" = 1'-0" DETAIL "B" 2 1/2" = 1'-0" DETAIL "C" 3 1/2" = 1'-0" DETAIL "A" 1 1/4" = 1'-0" 2'ND FLOOR & ROOF PLAN 4 656 S.F. DETAIL "A" DETAIL "B" DETAIL "C" PORTAL FRAME DETAIL SECOND FLOOR & ROOF PLAN Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A5 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. AUG. 14, 2018 CUSTOM DESIGN FOR TOM CAIN & BETH SKILLINS LOT 14 HIGGINS WAY NORTHAMPTON, MA CAIN & SKILLINS AUG. 15, 2018 SEPT. 6, 2018 1/4" = 1'-0" SECTION "A" 3 1/4" = 1'-0" SECTION "B" 4 1/2" = 1'-0" 32" WIDE WALL BRACING PANEL 2 TYPE "B" ONE STORY TYPE "C" TWO STORY 1/2" = 1'-0" 48" WIDE WALL BRACING PANEL 1 TYPE "A" WALL BRACING PANEL DETAILS SECTION "A" SECTION "B" Sheet Description: Issue Dates: Scale: 1/4" = 1'-0" Project #: Drawn By: JLL Sheet #: A6 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. AUG. 14, 2018 CUSTOM DESIGN FOR TOM CAIN & BETH SKILLINS LOT 14 HIGGINS WAY NORTHAMPTON, MA CAIN & SKILLINS AUG. 15, 2018 SEPT. 6, 2018 b18-0681-nv lot 14 higgins way LAYOUTS.PDFB18-0681-NV Lot 14 Higgins Way.jvl Start Spacing Here 16" O.C. Framing Connector Summary Qty Manuf Product Skew Slope Backer Blks Filler Web Stiff 4 Simpson LU210 - - No No No 2 Simpson MIU3.12/11 - - No No No Products PlotID Length Product Plies Net Qty M1-3 28' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M2-3 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M3-3 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M4-3 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M5-2 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 P1 24' 0" 3 1/2" x 11 7/8" 2.0E Parallam® Plus PSL 1 1 P2 14' 0" 3 1/2" x 11 7/8" 2.0E Parallam® Plus PSL 1 1 P3 8' 0" 3 1/2" x 9 1/4" 2.0E Parallam® Plus PSL 1 1 TSRIM1 16' 0" 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 14 TSBk1 72' 11 7/8" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS1-2 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 2 2 TS2 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 16 TS3 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 17 TS4 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 36 TS5 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS6 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 1 TS7 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 18 TS8 6' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 12 TS9-2 4' 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 Diamond Panel (0/24) T&G SF 1 54 LEVEL NOTES Current Date: 8/21/2018 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 B4 B4 B4 A3 A3 A3 A3 A3 A3 A3 A3 A3 CS CS B4 B4 CS CS CS CS PL: 13.3K CS M2-3 M1-3 M3-3 M5-2 TS1-2 TS9-2 TS9-2 18' 8"4' 0" 11' 4"2' 6"8' 0" 2' 6"6' 6" 1' 0" 4' 0" 5' 0" 20' 6"4' 0" 19' 0" 2' 6" 1' 6" 5' 0" 13' 0" 9' 0" 2' 5" 16' 8" 2' 5" 2' 6" 26' 0" 24' 0" 53' 6" 53' 6" 52' 6" 52' 6" TS5 TS6 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 MIU3.12/11 M IU3.12/11 TSBk1 TSBk1 TSBk1 TSBk1 TSBk1 P1 P2 M4-3 6' 5" 9' 9 3/4" P3 TS8 16" O.C. TS8 16" O.C. TS4 16" O.C. TS4 16" O.C. TS3 16" O.C. TS2 16" O.C. TS7 16" O.C. LU210 LU210 T J P r o R a t i n g 48 Post aligned with post in wall above. Provide adequate footing. Min. brg. 6". Min. brg. 4". Min. brg. 5". Post added under point load from header above. Provide adequate footing. Min. brg. 4". REV A B C D E BYDATEDESCRIPTIONMAIN FLOORLAYOUT Cain-Skillins Residence Lot 14 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"8/20/2018 SHEET 1 OF3 Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B18-0681 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 1 Simpson HHUS410 - - No No No 1 Simpson HUS1.81/10 - - No No No 95 Simpson IUS2.37/11.88 - - No No No 1 Simpson IUS2.37/11.88 - - No No Yes Products PlotID Length Product Plies Net Qty K38' 38' 0" 11 7/8" TJI® 230 1 16 K30' 30' 0" 11 7/8" TJI® 230 1 2 K24' 24' 0" 11 7/8" TJI® 230 1 12 K20' 20' 0" 11 7/8" TJI® 230 1 4 K16' 16' 0" 11 7/8" TJI® 230 1 2 K14' 14' 0" 11 7/8" TJI® 230 1 16 KBk1 13' 5 1/16" 11 7/8" TJI® 230 1 1 K12' 12' 0" 11 7/8" TJI® 230 1 1 K10' 10' 0" 11 7/8" TJI® 230 1 16 K8' 8' 0" 11 7/8" TJI® 230 1 20 M1-3 22' 0" 1 3/4" x 14" 2.0E Microllam® LVL 3 3 M2-2 20' 0" 1 3/4" x 14" 2.0E Microllam® LVL 2 2 M3-3 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M4-4 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 4 4 M5-2 10' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 M6 8' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 2 M8-2 6' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 M7 6' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 1 TSRIM1 16' 0" 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 14 Wall Framing PlotID Length Product Plies Net Qty MHd1-3 6' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 MHd2-2 8' 0" 1 3/4" x 9 1/2" 2.0E Microllam® LVL 2 2 Accessories PlotID Length Product Plies Net Qty 23/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 1 68 LEVEL NOTES Current Date: 8/21/2018 Level Name: 2nd Floor Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 43, joist = K38'(i25137) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 74, joist = K10'(i25085) 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 B1 A3 A3 E1 E1 M3-3 M2-2 M1-3 M8-2 M7 M5-2 K38' TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 K12' MHd2-2 TSRIM1 TSRIM1 TSRIM1 KBk1 KBk1 BBO1 BBO2 KBk1 M6 M 6 BBO3 BBO4 BBO5 MHd1-3 M4-4 HUS1.81/10 H HUS410 K8' 16" O.C. K8' 16" O.C. K10' 16" O.C. K20' 16" O.C. K38' 16" O.C. K14' 16" O.C. K14' 16" O.C. K24' 16" O.C. K16' 16" O.C. K30' 16" O.C. IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 IUS2.37/11.88 Min. brg. 4.75". Interior wall increased to 2 x 6 to accomodate 3-ply header. Provide 3 jack studs each side of opening. An additional 10 psf live load (30 psf total) has been added for sleeping areas. An aadditional 20 psf live load (40 psf total) has been added for non-sleeping areas. Opening scales to 21'-0" on drawing. Please verify 18'-0" call out with designer of record prior to ordering. This beam, and beam below will need to be checked if opening is 21'-0". REV A B C D E BYDATEDESCRIPTION2ND FLOORLAYOUT Cain-Skillins Residence Lot 14 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"8/20/2018 SHEET 2 OF3 Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT NUMBER: B18-0681 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 Products PlotID Length Product Plies Net Qty M1 46' 0" 1 3/4" x 14" 2.0E Microllam® LVL 1 1 LEVEL NOTES Current Date: 8/21/2018 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 M1 Roof shown/assumed is a compression roof system with all roof loads being transferred to walls shown only. No roof loads have been applied to any other walls 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 Cain-Skillins Residence Lot 14 Higgins Way Northampton, MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"8/20/2018 SHEET 3 OF3 Plans may also be e-mailed to:BluePlans@blueli nxco.com PROJECT NUMBER: B18-0681 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 b18-0681-nv lot 14 higgins way MATERIAL LIST.PDF Cain-Skillins Residence Layout Material List Report Lot 14 Higgins Way Northampton, MADrawn By: Job Number B18-0681 Job Location Job Name Job: B18-0681-NV Lot 14 Higgins Way Green Points DS XX Level: 1st Floor ProductQty Framing Connector Summary PlotID Manuf Skew Slope Bk Blks Web Stiff Filler LU210 Simpson - NoLU210 No4 No MIU3.12/11 Simpson - NoMIU3.12/11 No2 No Plot ID Length Product Plies Net Qty Products 331 3/4" x 11 7/8" 2.0E Microllam® LVL28'0"0M1-3 331 3/4" x 11 7/8" 2.0E Microllam® LVL24'0"0M2-3 331 3/4" x 11 7/8" 2.0E Microllam® LVL18'0"0M3-3 331 3/4" x 11 7/8" 2.0E Microllam® LVL14'0"0M4-3 221 3/4" x 11 7/8" 2.0E Microllam® LVL12'0"0M5-2 113 1/2" x 11 7/8" 2.0E Parallam® Plus PSL24'0"0P1 113 1/2" x 11 7/8" 2.0E Parallam® Plus PSL14'0"0P2 113 1/2" x 9 1/4" 2.0E Parallam® Plus PSL8'0"0P3 1411 1/4" x 11 7/8" 1.3E TimberStrand® LSL16'0"0TSRIM1 111 1/2" x 11 7/8" 1.5E TimberStrand® LSL72'11"14TSBk1 221 1/2" x 11 7/8" 1.5E TimberStrand® LSL30'0"0TS1-2 1611 1/2" x 11 7/8" 1.5E TimberStrand® LSL18'0"0TS2 1711 1/2" x 11 7/8" 1.5E TimberStrand® LSL16'0"0TS3 3611 1/2" x 11 7/8" 1.5E TimberStrand® LSL14'0"0TS4 111 1/2" x 11 7/8" 1.5E TimberStrand® LSL12'0"0TS5 111 1/2" x 11 7/8" 1.5E TimberStrand® LSL10'0"0TS6 1811 1/2" x 11 7/8" 1.5E TimberStrand® LSL8'0"0TS7 1211 1/2" x 11 7/8" 1.5E TimberStrand® LSL6'0"0TS8 421 1/2" x 11 7/8" 1.5E TimberStrand® LSL4'0"0TS9-2 Plot ID Length Product Plies Net Qty Accessories 54123/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 0 Page 1 of 38/21/2018 8:23:42 AM (†) User modified item. 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Level: 2nd Floor ProductQty Framing Connector Summary PlotID Manuf Skew Slope Bk Blks Web Stiff Filler HHUS410 Simpson - NoHHUS410 No1 No HUS1.81/10 Simpson - NoHUS1.81/10 No1 No IUS2.37/11.88 Simpson - NoIUS2.37/11.88 No95 No IUS2.37/11.88 Simpson - NoIUS2.37/11.88 Yes1 No Plot ID Length Product Plies Net Qty Products 16111 7/8" TJI® 23038'0"0K38' 2111 7/8" TJI® 23030'0"0K30' 12111 7/8" TJI® 23024'0"0K24' 4111 7/8" TJI® 23020'0"0K20' 2111 7/8" TJI® 23016'0"0K16' 16111 7/8" TJI® 23014'0"0K14' 1111 7/8" TJI® 23013'5"1KBk1 1111 7/8" TJI® 23012'0"0K12' 16111 7/8" TJI® 23010'0"0K10' 20111 7/8" TJI® 2308'0"0K8' 331 3/4" x 14" 2.0E Microllam® LVL22'0"0M1-3 221 3/4" x 14" 2.0E Microllam® LVL20'0"0M2-2 331 3/4" x 11 7/8" 2.0E Microllam® LVL24'0"0M3-3 441 3/4" x 11 7/8" 2.0E Microllam® LVL22'0"0M4-4 221 3/4" x 11 7/8" 2.0E Microllam® LVL10'0"0M5-2 211 3/4" x 11 7/8" 2.0E Microllam® LVL8'0"0M6 221 3/4" x 11 7/8" 2.0E Microllam® LVL6'0"0M8-2 111 3/4" x 11 7/8" 2.0E Microllam® LVL6'0"0M7 1411 1/4" x 11 7/8" 1.3E TimberStrand® LSL16'0"0TSRIM1 Plot ID Length Product Plies Net Qty Wall Framing 331 3/4" x 11 7/8" 2.0E Microllam® LVL6'0"0MHd1-3 221 3/4" x 9 1/2" 2.0E Microllam® LVL8'0"0MHd2-2 Plot ID Length Product Plies Net Qty Accessories 68123/32"x48"x96" Weyerhaeuser Diamond Panel (0/24) T&G SF 0 Job: B18-0681-NV Lot 14 Higgins Way Layout Material List Report Page 2 of 38/21/2018 8:23:42 AM (†) User modified item. (‡) User added item. Level: Roof Plot ID Length Product Plies Net Qty Products 111 3/4" x 14" 2.0E Microllam® LVL46'0"0M1 Job: B18-0681-NV Lot 14 Higgins Way Layout Material List Report Page 3 of 38/21/2018 8:23:42 AM (†) User modified item. (‡) User added item.