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Home My WebLink AboutJOIST - 04-00403 - 1113 Golden Willow Cir - New SFRWeyerhaeuser This layout and associated material list is based on the project plans and/or information provided to the Weyerhaeuser Company. It remains the responsibility of the lumber dealer, Linformation chitect, designer er responsible to review this to assure that opriate, accurate complete. Filler block: Nail with ten f0d (3") box rails, clinched. Use ten 16d Ain) box nails from each side with 31/" TJI9 joist flange widths. Use fifteen nails with TJI® joist depths greater than 16". Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. Backer block both sides of web with single TJIe joists Web stiffeners 8" diameter maximum hole for required each 117/811 - 20" joists; 6" diameter side at E1W maximum for gY2" joists or for blocking panels less than 12" I long. Do not cut flanges. Trus Joist rim board closure to walk on joists until DO NOT stack building materials on unsheathed braced. joists. WARNING NOTES: Lack of proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided. 1. install all blocking, hangers, rim boards and rim joists at TJI R joist end supports. 2. Establish a permanent deck (sheathing), nailed to the first 4 feet of joists at the end of the bay or braced end wall. 3. Safety strut lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area. 4. Sheathing must be properly nailed to each TJt joist before additional loads can be placed on the system. 5. Ends of cantilevers require strut lines on both the top and bottom flanges. 6. TJI"' joist Ranges must remain straight within a tolerance of )z" fmm true alignment. A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information ^N NAILING REQUIREMENTS DOUBLE JOISTS A5,A7, AND AID WERE ADDED TO CARRY PARALLEL WALLS ABOVE TJI®joists at bearings: Two 8d (2%2") Box nails (1 each side), 1 Y" minimum from end 1 Blockinq panels rim joist or rim board to bearing plate: TJI0 blocking panels or rim joist: 10d (TI box nails at 6 o.c. Trus Joist rim board: Toenail with 10d (7) box nails at 6" o.c. or 16d (3Y") box nails at 12" o.c. Shear transfer.' Connections equivalentto decking nail schedule. Rim board rim joist or closure to TJI®'ol 1st: 13/4" width or less: Two 10d (3") box nails, one each at top and bottom flange. 2111e"thru 2%2" widths: Two 16d (3Y") box nails, one each at top and bottom flange. 311z" width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (3") box nails, one each at top and bottom flange. TixPgrt. look e714, 0'�Jo lWe r t HEADER LIST Plot ID Length Product Plies Qty Hill 4' 3 1/2" x 4 3/8" 1.3E TimberStrand LSL 1 5 WARNING �. Joists are unstable until braced laterally Bracing Includes: Length • Blocking • Sheathing _ • Hangers • Rim Board DO NOT allow workers • Strut Lines • Rim Joist to walk on joists until DO NOT stack building materials on unsheathed braced. joists. WARNING NOTES: Lack of proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided. 1. install all blocking, hangers, rim boards and rim joists at TJI R joist end supports. 2. Establish a permanent deck (sheathing), nailed to the first 4 feet of joists at the end of the bay or braced end wall. 3. Safety strut lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area. 4. Sheathing must be properly nailed to each TJt joist before additional loads can be placed on the system. 5. Ends of cantilevers require strut lines on both the top and bottom flanges. 6. TJI"' joist Ranges must remain straight within a tolerance of )z" fmm true alignment. A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information ^N NAILING REQUIREMENTS DOUBLE JOISTS A5,A7, AND AID WERE ADDED TO CARRY PARALLEL WALLS ABOVE TJI®joists at bearings: Two 8d (2%2") Box nails (1 each side), 1 Y" minimum from end 1 Blockinq panels rim joist or rim board to bearing plate: TJI0 blocking panels or rim joist: 10d (TI box nails at 6 o.c. Trus Joist rim board: Toenail with 10d (7) box nails at 6" o.c. or 16d (3Y") box nails at 12" o.c. Shear transfer.' Connections equivalentto decking nail schedule. Rim board rim joist or closure to TJI®'ol 1st: 13/4" width or less: Two 10d (3") box nails, one each at top and bottom flange. 2111e"thru 2%2" widths: Two 16d (3Y") box nails, one each at top and bottom flange. 311z" width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (3") box nails, one each at top and bottom flange. TixPgrt. look e714, 0'�Jo lWe r t HEADER LIST Plot ID Length Product Plies Qty Hill 4' 3 1/2" x 4 3/8" 1.3E TimberStrand LSL 1 5 HANGER LIST - Simpson Strong -Tie Company, Inc.40 Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 4 I1JT11 10-NIO 2-1410 (5X6) H2 I IUT412 30-NIO 2-N10 (5X6) Hanger Notes: (5) Backer Blocks Required (6) Filler Blocks Required JOIST AND BEAM LIST Plot ID Length Product Plies Qty Al 34' 11 7/8" TJI 130 joist 1 3 A2 32' 11 7/8" TJI 110 .joist 1 4 A3 30' 11 7/8" TJI 110 .foist 1 5 A4 28' 11 7/8" TJI 110 ,foist 1 14 A5 28' 11 7/8" TTI 110 joist 2 2 A6 20' 11 7/8" TJI 110 ,foist 1 1 A7 16' 11 7/8" TJI 110 joist 1 2 A8 16' 11 7/8" TJI 110 joist 2 6 A9 14' 11 7/8" TJI 110 ,foist 1 1 A10 6' 11 7/8" TJI 110 ,joist 1 3 All 6' 11 7/8" TJI 110 ,joist 2 8 TSS 14' 3 1/2" x 11 7/8" 1.7E TimberStrand LSI. I 1 HANGER LIST - Simpson Strong -Tie Company, Inc.40 Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 4 I1JT11 10-NIO 2-1410 (5X6) H2 I IUT412 30-NIO 2-N10 (5X6) Hanger Notes: (5) Backer Blocks Required (6) Filler Blocks Required OOR FRAMING PLANS HAVE NOT CONSIDERED LOADS FROM THE ROOF. FOR CONSIDERATION OF THESE LOADS, PLEASE PROVIDE A ROOF FRAMING PLAN WITH NECESSARY LOADING TO BE SUPPORTED BY THE FLOOR. LEVEL NOTES File Name: JAB Construction -Elk Meadows(04-UT730-425). JOB Level Name: Main Floor Framing Plotted: 11/3/2004 14:01 Design Status: Main Floor Framing ... ll/3/2004 13:49 NOTE: Level design times indicated above provide assurance for proper level stocking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load U240 Total Load TJ -Pro Ratinq Information: Weighted Averaqe: 43 Lowest Rating: 39 Highest Ratinq: 45 Glued & Nailed Decking is Required Direct Applied Ceilinq is Not Required Floor Decking: 23/32" Structurwood Edge Gold (24" Span Rating) Normal O.C. Spacing = 19.2"* Standard Blocking: Bkl* *Unless noted otherwise Scale: 114" = V JOB COMMENTS JAB Construction -Elk Meadows Mike @ Stock -Rexburg Aerotech Design Alan Don Cook Plans dated: 05/27/2004 I CREATED BY Weyerhaeuser 2600 5 600 W Tim Warnock Salt Lake City, UT 84115-8411 (801)972-5525 FAX: (801)975-0958 SYMBOL LEGEND xNote from Operator Point Load Line Load Area Load Detail Callout Label -- (See Framer's Pocket Guide) Hd Header, and -t indicates quantity of 2x.- trimmers x_trimmers required at ends Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xpen 6.35 (#689) c6.35 D6.35 56.35 P6.35 ACCESSORIES LIST Plot ID Length Product Plies Qty Bbl 1 5/8" or 3/4" Backer Blocks 1 5 Fbl 10' 2x6 Filler Blocks 1 1 Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 11 Bkl 1' 5 7/16" 11 7/8" TJI 110 Blockinq Panels 1 10 Bkl* 1' 4 1/16" 11 7/8" TJI 110 Blockinq Panels 1 1 Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 45 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Ron, Rim Board OOR FRAMING PLANS HAVE NOT CONSIDERED LOADS FROM THE ROOF. FOR CONSIDERATION OF THESE LOADS, PLEASE PROVIDE A ROOF FRAMING PLAN WITH NECESSARY LOADING TO BE SUPPORTED BY THE FLOOR. LEVEL NOTES File Name: JAB Construction -Elk Meadows(04-UT730-425). JOB Level Name: Main Floor Framing Plotted: 11/3/2004 14:01 Design Status: Main Floor Framing ... ll/3/2004 13:49 NOTE: Level design times indicated above provide assurance for proper level stocking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load U240 Total Load TJ -Pro Ratinq Information: Weighted Averaqe: 43 Lowest Rating: 39 Highest Ratinq: 45 Glued & Nailed Decking is Required Direct Applied Ceilinq is Not Required Floor Decking: 23/32" Structurwood Edge Gold (24" Span Rating) Normal O.C. Spacing = 19.2"* Standard Blocking: Bkl* *Unless noted otherwise Scale: 114" = V JOB COMMENTS JAB Construction -Elk Meadows Mike @ Stock -Rexburg Aerotech Design Alan Don Cook Plans dated: 05/27/2004 I CREATED BY Weyerhaeuser 2600 5 600 W Tim Warnock Salt Lake City, UT 84115-8411 (801)972-5525 FAX: (801)975-0958 SYMBOL LEGEND xNote from Operator Point Load Line Load Area Load Detail Callout Label -- (See Framer's Pocket Guide) Hd Header, and -t indicates quantity of 2x.- trimmers x_trimmers required at ends Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xpen 6.35 (#689) c6.35 D6.35 56.35 P6.35