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lot7northview NV Lot 7 Burek & Chipkin 8.2.17.pdfA4 1/4" = 1'-0" RIGHT SIDE ELEVATION 4 1/4" = 1'-0" REAR ELEVATION 3 1/4" = 1'-0" LEFT 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. AUG. 2, 2017 FRONT ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION CUSTOM ASHBEE FOR LINDA BUREK & STUART CHIPKIN LOT 7 HIGGINS WAY NORTHAMPTON, MA BUREK & CHIPKIN 1/4" = 1'-0" 1'ST FLOOR PLAN 2 1792 S.F. 1/4" = 1'-0" FOUNDATION PLAN 1 FOUNDATION PLAN FIRST FLOOR PLAN 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. AUG. 2, 2017 CUSTOM ASHBEE FOR LINDA BUREK & STUART CHIPKIN LOT 7 HIGGINS WAY NORTHAMPTON, MA BUREK & CHIPKIN 1/2" = 1'-0" DETAIL "B" 2 1/2" = 1'-0" DETAIL "C" 3 1/2" = 1'-0" DETAIL "E" 5 1/2" = 1'-0" DETAIL "D" 4 1/2" = 1'-0" DETAIL "A" 1 1/4" = 1'-0" ROOF PLAN 6 DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" DETAIL "E" PORTAL FRAME DETAIL ROOF 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. 2, 2017 CUSTOM ASHBEE FOR LINDA BUREK & STUART CHIPKIN LOT 7 HIGGINS WAY NORTHAMPTON, MA BUREK & CHIPKIN 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 #: 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. 2, 2017 CUSTOM ASHBEE FOR LINDA BUREK & STUART CHIPKIN LOT 7 HIGGINS WAY NORTHAMPTON, MA BUREK & CHIPKIN Lot 7 Floor System Layouts.pdfb17-0743 burek n8.jvl Framing 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 M4-3 TS5-2 TS5-2 TSRIM1 TSRIM1 TSRIM1 T SRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TSRIM1 TS4-2 PL: 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 REV A B C D E BYDATEDESCRIPTION 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 MAINFLOORLAYOUT Linda Burek & Stuart Chipkin Residence Lot 7 Higgins Way, Northhampton MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"8/15/2017 SHEET 1OF2 BlueLinx Corporation Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT 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 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 or s47 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" TimberStrand® LSL or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, 360, s31 or s33 rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 or s47 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" 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" 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" 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" 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 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 ARCHITECT AND/OR ENGINEER OF RECORD. ALL MATERIAL SPECIFICATIONS, 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) REV A B C D E BYDATEDESCRIPTION 419 Maple Street PO Box 567 Bellingham, MA 02019 Phone: (888) 676-9417 Fax: (508) 644-9925 ROOF LAYOUT Linda Burek & Stuart Chipkin Residence Lot 7 Higgins Way, Northhampton MA DRAWN BY: DS SCALE:DATE: 1/4" = 1'-0"8/15/2017 SHEET 2OF2 BlueLinx Corporation Plans may also be e-mailed to:BluePlans@bluelinxco.com PROJECT 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 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 or s47 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" TimberStrand® LSL or TJI® 110 rim joist: One 10d (0.131" x 3") nail into each flange TJI® 210, 230, 360, s31 or s33 rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule TJI® 560 or s47 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" 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" 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" 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" 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 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 ARCHITECT AND/OR ENGINEER OF RECORD. ALL MATERIAL SPECIFICATIONS, 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 Lot 7 Floor System Material List.pdf Linda Burek & Stuart Chipkin Residence Layout Material List Report Lot 7 Higgins Way, Northhampton MADrawn By: Job Number B17-0743 Job Location Job Name Job: b17-0743 burek n8 Green Points DS XX Level: 1st Floor ProductQty Framing Connector Summary PlotID Manuf Skew Slope Bk Blks Web Stiff Filler IUS1.56/11.88 Simpson - NoIUS1.56/11.88 No2 No Plot ID Length Product Plies Net Qty Products 441 3/4" x 11 7/8" 2.0E Microllam® LVL30'0"0M1-4 331 3/4" x 9 1/2" 2.0E Microllam® LVL30'0"0M3-3 221 3/4" x 9 1/2" 2.0E Microllam® LVL30'0"0M2-2 331 3/4" x 9 1/2" 2.0E Microllam® LVL12'0"0M4-3 1511 1/4" x 11 7/8" 1.3E TimberStrand® LSL16'0"0TSRIM1 3111 1/2" x 11 7/8" 1.5E TimberStrand® LSL26'0"0TS1 1111 1/2" x 11 7/8" 1.5E TimberStrand® LSL22'0"0TS2 1611 1/2" x 11 7/8" 1.5E TimberStrand® LSL18'0"0TS3 111 1/2" x 11 7/8" 1.5E TimberStrand® LSL13'11"4TSBk1 221 1/2" x 11 7/8" 1.5E TimberStrand® LSL10'0"0TS4-2 421 1/2" x 11 7/8" 1.5E TimberStrand® LSL6'0"0TS5-2 Plot ID Length Product Plies Net Qty Accessories 55123/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 0 Page 1 of 28/15/2017 1:50:29 PM (†) User modified item. (‡) User added item. Level: Roof Plot ID Length Product Plies Net Qty Products 331 3/4" x 14" 2.0E Microllam® LVL18'0"0M1-3 331 3/4" x 14" 2.0E Microllam® LVL14'0"0M2-3 111 3/4" x 11 7/8" 2.0E Microllam® LVL34'0"0M3 331 3/4" x 11 7/8" 2.0E Microllam® LVL22'0"0M4-3 111 3/4" x 11 7/8" 2.0E Microllam® LVL18'0"0M5 221 3/4" x 11 7/8" 2.0E Microllam® LVL12'0"0M6-2 221 3/4" x 7 1/4" 2.0E Microllam® LVL18'0"0M7-2 221 3/4" x 7 1/4" 2.0E Microllam® LVL6'0"0M8-2 Job: b17-0743 burek n8 Layout Material List Report Page 2 of 28/15/2017 1:50:29 PM (†) User modified item. (‡) User added item.