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18C-059 B16-0464-Fleury Lumber-176 Prospect Ave Addition-LayoutFloor PlotID Length Product Plies Net Qty N24'24' 0"16" TJI® 230 1 27 N16'16' 0"16" TJI® 230 1 1 N6'6' 0"16" TJI® 230 1 7 TSCa1 16' 0"1 1/4" x 16" 1.3E TimberStrand® LSL 1 8 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 33 Beam/Post PlotID Length Product Plies Net Qty M1-2 24' 0"1 3/4" x 16" 2.0E Microllam® LVL 2 2 M2-2 16' 0"1 3/4" x 16" 2.0E Microllam® LVL 2 2 M3-2 10' 0"1 3/4" x 16" 2.0E Microllam® LVL 2 2 M4-2 6' 0"1 3/4" x 16" 2.0E Microllam® LVL 2 4 M5-2 2' 0"1 3/4" x 16" 2.0E Microllam® LVL 2 2 M6-3 38' 0"1 3/4" x 14" 2.0E Microllam® LVL 3 3 Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson HUC414 18- 10d common -8- 10d common --No No No H2 8 Simpson IUS2.37/16 14- 10d x 1-1/2 ----No No No H3 3 Simpson HGUS414 66- 16d common -22- 16d double shear --No No No LEVEL NOTES Current Date:5/27/2016 File Name:b16-0464-176 prsopect ave addition.jvl Level Name:2nd Floor TJ-Pro Rating (Weighted Average):39 Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 39, joist = N24'(i456) Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 62, joist = N16'(i441) Building Code - Design Methodology:IBC 2012 FLOOR Floor Container:FC3 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:39 Directly Applied Ceiling:Gypsum 5/8" 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.:None Blocking at max 8' o.c.:No Poured Flooring:No A3 A3A3A3 A3 M1-2M4-2 M6-3 M2-2M4-2 M3-2M5-2 H1 H3 N16'TSCa1TSCa1TSCa1 TSCa1 TSCa1 H2N6' 16" O.C. N24' 16" O.C. N6' 16" O.C.H3H2 H2 Beams needed to support bearing walls above. Please verify. Mudroom by others Kitchen/Living Roomby others Post added to support stair framing. Please provide adequate footing for post.REVABCDEBYDATEDESCRIPTION419 Maple StreetPO Box 567Bellingham, MA 02019Phone: (888) 676-9417Fax: (508) 644-99252NDFLOORLAYOUT176 Prospect Ave AdditionGranby, MADRAWN BY:GinaSCALE:DATE:1/4" = 1'-0"5/27/2016SHEET 1 OF 1CONTRACTOR TO VERIFY ALL FRAMING AREAS, DIMENSIONS, OPENINGS, LOADING CONDITIONS,ETC. WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION TO ENSURE COMPLIANCE WITH ARCHITECTURAL DRAWINGS.BlueLinx CorporationPlans may also be e-mailed to:BluePlans@bluelinxco.comPROJECT NUMBER: B16-0464 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 SheathingRim Board Strut LinesRim 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® areregistered 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" minimum at 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 tofloor 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" minimum 234" 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 All AllAll 18"20" 22" 24" 2x4 Nailing Requirements 16d (0.135" x 312") 16d (0.135" x 312") 3 Number NailsIntermediate 4 5 6 6 4 5 11 13 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.APPROVED APPROVED AS NOTED REVISE & RESUBMIT REJECTED If a signed copy of this submittal is NOT returned to BlueLinx then "APPROVAL NOT REQUIRED" will be assumed APPROVAL NOT REQUIRED* *- Accepted for informal informational purposes only SHOP DRAWING / SUBMITTAL REVIEW 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.