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b15-0945-REV A-boilard-lot 24 mosher. Layouts Start Spacing Here 16" O.C.Floor PlotID Length Product Plies Net Qty 23/32"x4'x8' Plywood Sheathing EXP 1 (40/20) Unsanded 1 42 Beam/Post PlotID Length Product Plies Net Qty TS1-3 18' 0"1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 LEVEL NOTES Current Date:12/30/2015 File Name:b15-0945-REV A-boilard-lot 24 mosher.jvl Level Name:1st Floor Building Code - Design Methodology:IBC 2012 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 Software does NOT analyze the suitability of conventional material. Conventional material shown to distribute loads to applicable Engineered Wood Products. It is the responsibility of others to determine the suitability of all conventional materials.REVABCDEBYDATEDESCRIPTIONDS12/30/15Convert TJI's on F.F> to 2 X __419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-99251STFLOORLAYOUTVillage HillLot 24 Mosher Street Northampton, MADRAWN BY:DSSCALE:DATE:1/4" = 1'-0"12/30/2015SHEET 1 OF 4CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURECOMPLIANCE WITHARCHITECTURAL DRAWINGS.BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B15-0945-A Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only overbeams 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. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimumat intermediate support TJI® Joist to Bearing Plate 114" TimberStrand®LSL or TJ® 118" rim board or 134" wide TJI® rim joist: One 10d (0.128" x 3") nail into each flange 2 116" - 2 516" wide TJI® rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" wide TJI® 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 114" TimberStrand®LSL or TJ® 118" rim board. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing *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 or118" TJ® rim board.* When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3 A3.2A3.1 A3.3 Load bearing or shear wall above(must stack over wall below) Blocking panel Web stiffeners required each side at B1W and B2W B2B1 B1W B2W 116" 2x4 minimum squash blocks Blocking panels may be required with shear walls above orbelow - see detail B1 IRC 502-7 requires lateral restraint (blocking) at allintermediate supports in Seismic Design Categories D0, D1, and D2 to strengthen the floor diaphragm. Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" 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, 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 substitute for squash blocks or blocking panels. INSTALLATION TIPS 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 both sides at E1W 114" TimberStrand®LSL or 118" TJ® rim board. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Web stiffener each side.See sizes below. 2x4 Minimum Web Stiffener Size 58" x 2516"34" x 2516"78" x 2516"1" x 2516" 560 & s47 110 210 230 & 360 s31 & s33 Tight fit* End 3 W WEB STIFFENER ATTACHMENT Gap*:18" minimum234" maximum TJI Joist Series Type 8d (0.113" x 212") All Depth (in.) 1" (112" for TJI® 560, 560D,s47 joist) 560D * With point load from above, install web stiffener tight to top flange (gap at bottom flange) when there is no support below. All AllAllAll 18"20" 22" 24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number Nails Intermediate 4 5 66 4 5 1113 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELINTM LAYOUT INCLUDES THE iLEVELTMFRAMER'S POCKET GUIDE.BlueLinxnow offers Precision End Trim Pre-Cut Blocking panels for on centerspacings of 12", 16" and 24". All panels are undercut by 1/8" for ease ofinstallation.Speak withyour sales representative or design team for moreinformation onthese and other great products specified on this plan.Reduce installation time by up to 40% by having yourEWP pre-cut. ASK US ABOUT NextPhase. PDF created with pdfFactory Pro trial version www.pdffactory.com Start Spacing Here 16" O.C. Start Spacing Here 16" O.C.Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 2 Simpson HUS1.81/10 30- 10d common -10- 10d common --No No No H2 14 Simpson IUS2.37/11.88 10- 10d x 1-1/2 ----No No No Floor PlotID Length Product Plies Net Qty K32'32' 0"11 7/8" TJI® 230 1 12 KBk1 25' 6 3/8"11 7/8" TJI® 230 1 1 K20'20' 0"11 7/8" TJI® 230 1 18 K18'18' 0"11 7/8" TJI® 230 1 8 K16'16' 0"11 7/8" TJI® 230 1 3 K14'14' 0"11 7/8" TJI® 230 1 1 TSCa1 16' 0"1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 9 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 46 Beam/Post PlotID Length Product Plies Net Qty M1-3 18' 0"1 3/4" x 16" 2.0E Microllam® LVL 3 3 TS2-3 20' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TS1 20' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 2 TS3-2 18' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS4 14' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 TS5-2 12' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS6 4' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 LEVEL NOTES Current Date:12/30/2015 File Name:b15-0945-REV A-boilard-lot 24 mosher.jvl Level Name:2nd Floor TJ-Pro Rating (Weighted Average):44 Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 41, joist = K20'(i5169) Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 63, joist = K14'(i5105) Building Code - Design Methodology:IBC 2012 FLOOR Floor Container:FC4 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 12.0 lb/ft² Dead Load Maximum Allowed Deflection:L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average:44 Directly Applied Ceiling:Gypsum 1/2" Decking Attachment:Glue and Nail Frameworks Floor:No Decking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition:No Strapping at max 8' o.c.:Flat1x4 Blocking at max 8' o.c.:No Poured Flooring:No B1 A3 A3 A3 A3 A3 B1 CS TS5-2 TS1 TS1 TS6M1-3K14' TSCa1 TSCa1 TSCa1 TSCa1TSCa1TSCa1TSCa1TSCa1KBk1KBk1 8"TS2-3TS3-26' 0" TS4 11' 6"6' 0" H1H1K20'16" O.C.K20'16" O.C.K20'16" O.C.K32'16" O.C.K32'16" O.C.K16'16" O.C.K18' 16" O.C.H2H2Align LVL with wall above. 1-ply LSL, align under bearing wall above. Install 16" LVL flush with top of TJI joists.REVABCDEBYDATEDESCRIPTIONDS12/30/15Convert TJI's on F.F> to 2 X __419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-99252NDFLOORLAYOUTVillage HillLot 24 Mosher Street Northampton, MADRAWN BY:DSSCALE:DATE:1/4" = 1'-0"12/30/2015SHEET 2 OF 4CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURECOMPLIANCE WITHARCHITECTURAL DRAWINGS.BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B15-0945-A Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only overbeams 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. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimumat intermediate support TJI® Joist to Bearing Plate 114" TimberStrand®LSL or TJ® 118" rim board or 134" wide TJI® rim joist: One 10d (0.128" x 3") nail into each flange 2 116" - 2 516" wide TJI® rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" wide TJI® 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 114" TimberStrand®LSL or TJ® 118" rim board. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing *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 or118" TJ® rim board.* When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3 A3.2A3.1 A3.3 Load bearing or shear wall above(must stack over wall below) Blocking panel Web stiffeners required each side at B1W and B2W B2B1 B1W B2W 116" 2x4 minimum squash blocks Blocking panels may be required with shear walls above orbelow - see detail B1 IRC 502-7 requires lateral restraint (blocking) at allintermediate supports in Seismic Design Categories D0, D1, and D2 to strengthen the floor diaphragm. Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" 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, 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 substitute for squash blocks or blocking panels. INSTALLATION TIPS 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 both sides at E1W 114" TimberStrand®LSL or 118" TJ® rim board. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Web stiffener each side.See sizes below. 2x4 Minimum Web Stiffener Size 58" x 2516"34" x 2516"78" x 2516"1" x 2516" 560 & s47 110 210 230 & 360 s31 & s33 Tight fit* End 3 W WEB STIFFENER ATTACHMENT Gap*:18" minimum234" maximum TJI Joist Series Type 8d (0.113" x 212") All Depth (in.) 1" (112" for TJI® 560, 560D,s47 joist) 560D * With point load from above, install web stiffener tight to top flange (gap at bottom flange) when there is no support below. All AllAllAll 18"20" 22" 24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number Nails Intermediate 4 5 66 4 5 1113 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELINTM LAYOUT INCLUDES THE iLEVELTMFRAMER'S POCKET GUIDE.BlueLinxnow offers Precision End Trim Pre-Cut Blocking panels for on centerspacings of 12", 16" and 24". All panels are undercut by 1/8" for ease ofinstallation.Speak withyour sales representative or design team for moreinformation onthese and other great products specified on this plan.Reduce installation time by up to 40% by having yourEWP pre-cut. ASK US ABOUT NextPhase. PDF created with pdfFactory Pro trial version www.pdffactory.com Start Spacing Here 16" O.C.Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson HHUS410 30- 16d common -10- 16d double shear --No No No Floor PlotID Length Product Plies Net Qty 23/32"x4'x8' Plywood Sheathing EXP 1 (40/20) Unsanded 1 39 Beam/Post PlotID Length Product Plies Net Qty M1-2 14' 0"1 3/4" x 11 1/4" 2.0E Microllam® LVL 2 2 M2-2 8' 0"1 3/4" x 11 1/4" 2.0E Microllam® LVL 2 2 LEVEL NOTES Current Date:12/30/2015 File Name:b15-0945-REV A-boilard-lot 24 mosher.jvl Level Name:Attic Floor Building Code - Design Methodology:IBC 2012 FLOOR Floor Container:FC5 Use/Occupancy:ResidentialSleepingAreas Floor Area Loading is:20.0 lb/ft² Live Load & 12.0 lb/ft² Dead Load Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total LoadM1-28"M2-2 H1 Software does NOT analyze the suitability of conventional material. Conventional material shown to distribute loads to applicable Engineered Wood Products. It is the responsibility of others to determine the suitability of all conventional materials.REVABCDEBYDATEDESCRIPTIONDS12/30/15Convert TJI's on F.F> to 2 X __419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925ATTICLAYOUTVillage HillLot 24 Mosher Street Northampton, MADRAWN BY:DSSCALE:DATE:1/4" = 1'-0"12/30/2015SHEET 3 OF 4CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURECOMPLIANCE WITHARCHITECTURAL DRAWINGS.BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B15-0945-A Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only overbeams 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. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist TJI® JOIST NAILING REQUIREMENTS at BEARING 134" minimum bearing at end support; 312" minimumat intermediate support TJI® Joist to Bearing Plate 114" TimberStrand®LSL or TJ® 118" rim board or 134" wide TJI® rim joist: One 10d (0.128" x 3") nail into each flange 2 116" - 2 516" wide TJI® rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" wide TJI® 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 114" TimberStrand®LSL or TJ® 118" rim board. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing *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 or118" TJ® rim board.* When sheathing thickness exceeds 78", trim sheathing tongue at rim board A3 A3.2A3.1 A3.3 Load bearing or shear wall above(must stack over wall below) Blocking panel Web stiffeners required each side at B1W and B2W B2B1 B1W B2W 116" 2x4 minimum squash blocks Blocking panels may be required with shear walls above orbelow - see detail B1 IRC 502-7 requires lateral restraint (blocking) at allintermediate supports in Seismic Design Categories D0, D1, and D2 to strengthen the floor diaphragm. Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" 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, 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 substitute for squash blocks or blocking panels. INSTALLATION TIPS 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 both sides at E1W 114" TimberStrand®LSL or 118" TJ® rim board. Nail with 10d (0.131" x 3") nails, one each at top and bottom flange. Web stiffener each side.See sizes below. 2x4 Minimum Web Stiffener Size 58" x 2516"34" x 2516"78" x 2516"1" x 2516" 560 & s47 110 210 230 & 360 s31 & s33 Tight fit* End 3 W WEB STIFFENER ATTACHMENT Gap*:18" minimum234" maximum TJI Joist Series Type 8d (0.113" x 212") All Depth (in.) 1" (112" for TJI® 560, 560D,s47 joist) 560D * With point load from above, install web stiffener tight to top flange (gap at bottom flange) when there is no support below. All AllAllAll 18"20" 22" 24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number Nails Intermediate 4 5 66 4 5 1113 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELINTM LAYOUT INCLUDES THE iLEVELTMFRAMER'S POCKET GUIDE.BlueLinxnow offers Precision End Trim Pre-Cut Blocking panels for on centerspacings of 12", 16" and 24". All panels are undercut by 1/8" for ease ofinstallation.Speak withyour sales representative or design team for moreinformation onthese and other great products specified on this plan.Reduce installation time by up to 40% by having yourEWP pre-cut. ASK US ABOUT NextPhase. PDF created with pdfFactory Pro trial version www.pdffactory.com LEVEL NOTES Current Date:12/30/2015 File Name:b15-0945-REV A-boilard-lot 24 mosher.jvl Level Name:Roof Building Code - Design Methodology:IBC 2012 ROOF DESIGN LOADS: 40 PSF LIVE LOAD (SNOW) 15 PSF DEAD LOAD Roof shown/assumed is a compression roof system with allroof loads being transferred to exterior walls.No roofloads have been applied to the interior for the design of this structure. Verify compression roof system prior toconstruction.REVABCDEBYDATEDESCRIPTIONDS12/30/15Convert TJI's on F.F> to 2 X __419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-9925ROOFLAYOUTVillage HillLot 24 Mosher Street Northampton, MADRAWN BY:DSSCALE:DATE:1/4" = 1'-0"12/30/2015SHEET 4 OF 4CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURECOMPLIANCE WITHARCHITECTURAL DRAWINGS.BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B15-0945-A THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDINGA COMPLETE JAVELINTM LAYOUT INCLUDES THE iLEVELTMFRAMER'S POCKET GUIDE.BlueLinxnow offers Precision End Trim Pre-Cut Blocking panels for on centerspacings of 12", 16" and 24". All panels are undercut by 1/8" for ease ofinstallation.Speak withyour sales representative or design team for moreinformation onthese and other great products specified on this plan.Reduce installation time by up to 40% by having yourEWP pre-cut. ASK US ABOUT NextPhase. PDF created with pdfFactory Pro trial version www.pdffactory.com