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Home My WebLink AboutJOIST - 04-00250 - 424 S 5th E - AdditionTrus Joist rim board A3 Web stiffeners required each side at E1W B" diameter maximum hole for IP/" - Win joists; 6" diameter maximum for 62" joists or for blocking panels less than 12" long. bo not cut flanges. Filler block; Nail with ten 104 3" box nails, clinched. Use ten 16d (3�`) box nails from each side with 3%" TJIe joist flange widths. Use fifteen nails with TJIe joist depths greater than 16". � . Trus Joist rim board closure 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 TJI° joists TJ-Xpert framing plan re, E_= --, cist Framer's Pocket INS Trus Prodccc ' Framer's Information Sri Pc5 ee L� i A14 _ r .- 16" A1- N 13— B r — t H4 �z b —RM 1 I H2 A6 v^ H9 _ Pc3 Pc4 DO NOT allow workers to walk or joists until braced WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Hangers • Rim Board • Strut Lines • Rim Joist DO NOT stack building materials on unsheathed WARNING NOTES: joists. 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 'o joist end supports. 2. Establish a permanent deck (sheathing), nailed to the first 4 feel of joists at the end of the bay or braced end wall. 3. Safety strut lines of 1x4 (minimum) must be nalled to a braced end wall or sheathed area. 4. Sheathing must be property nailed to each TJI ® 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'a joist flanges must remain straight within a tolerance of Y2" from true alignment. NAILING REQUIREMENTS TJI® joists at bearings: Two Bd (2Y") box nails (1 each side), 1Y" minimum from end. Blockina Panels. rim foist or rim board to bearing Plate: TJI® blocking panels or rim joist: 10d (3") box nails at 6" o.c. Trus Joist rim board: Toenail with 10d (3") box nails at 6" o.c. or 16d (3Y") box nails at 12" o.c. Shear transfer., Connections equivalent to decking nail schedule Rim board, rim joist or closure to TJI® 21st: 1314' width or less: Two 10d (3") box nails, one each at top and bottom flange. 21',e" thru 2%Z" widths: Two 16d (VV) box nails, one each at top and bottom flange. 3;12" 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. 4UTJAXPert, CREATED BY &NC WES^ 202 WEST NA'H ST REXBURG, ID 83940 (2081356-9292 FAX; (208)356-3299 LEVELNOTES JASON HARRIS.JOB Plotted: 7/20/2004 16:21 Design Status: MAIN FLOOR... 7/20/2004 16:18 NOTE: Level design times indicated above provide. assurance for proper level stacking. Design Methodology: ASD Floor Area Loading. Is: 40p5f Live Load and 12 psf Dead Load Maximum Joi at Deflection: L/4BO Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 51 Lcwest Rating: 44 Highest Rating: 71 Glued 6 Nailed Decking is Required Suspended Ceiling is Assumed Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* Standard Blocking: Bkla *Unless noted otherwise Layout Scale: 1/4" = 1' SYMBOL LEGEND Point Load Line Load Area Load O1eta_1 Cal lout Label (See framer's Focket Guide) HANGER LIST - Simpson Strong -Tie Comport_, :_...._ Plot ID Plot 1,3 Procuct --abel Top Nails Face Nails MemerHails Nates HI 3 I-JT9 8-N10 2-N10 (5) H2 7 rJT9 8-N10 2-N10 1 1 H3 1 I"UT29 8-N10 2-N10 Pct H4 2 IUT29 8-N10 2-N10 (5) Hanger Notes: 15) Backer Blocks Required P 5' - '_/2' CREATED BY &NC WES^ 202 WEST NA'H ST REXBURG, ID 83940 (2081356-9292 FAX; (208)356-3299 LEVELNOTES JASON HARRIS.JOB Plotted: 7/20/2004 16:21 Design Status: MAIN FLOOR... 7/20/2004 16:18 NOTE: Level design times indicated above provide. assurance for proper level stacking. Design Methodology: ASD Floor Area Loading. Is: 40p5f Live Load and 12 psf Dead Load Maximum Joi at Deflection: L/4BO Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 51 Lcwest Rating: 44 Highest Rating: 71 Glued 6 Nailed Decking is Required Suspended Ceiling is Assumed Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* Standard Blocking: Bkla *Unless noted otherwise Layout Scale: 1/4" = 1' SYMBOL LEGEND Point Load Line Load Area Load O1eta_1 Cal lout Label (See framer's Focket Guide) JOIST AND BEAM LIST Plot ID Length Product Plies Qty A See Layout 9 1/2" TJI 110 foist 1 B SeeLayout 9 1/2" TJI/Pro-150 ioist 1 M1 12' 1 3/4" x 9 1/2" 1.9E Mlcrollam LVL 1 1 ACCCSSORIES LIST Pct Paz P 5' - '_/2' 1 -_r9 Smi ax 0 ° r'B" r re-F..r .:. -:,,, 1 ?]l 11/2" or 5/8" Cackle 3=oeks 1 -/2" TJI 110 Blocking Panels 1 3k -4S' ' 9 -/2" TJI 110 Blacking Panels 1 B,,, Randoc -PaeClocking panel cute Bz, Blocking Panels; In, Rim board; Is, Paraile'_ Closure CREATED BY &NC WES^ 202 WEST NA'H ST REXBURG, ID 83940 (2081356-9292 FAX; (208)356-3299 LEVELNOTES JASON HARRIS.JOB Plotted: 7/20/2004 16:21 Design Status: MAIN FLOOR... 7/20/2004 16:18 NOTE: Level design times indicated above provide. assurance for proper level stacking. Design Methodology: ASD Floor Area Loading. Is: 40p5f Live Load and 12 psf Dead Load Maximum Joi at Deflection: L/4BO Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 51 Lcwest Rating: 44 Highest Rating: 71 Glued 6 Nailed Decking is Required Suspended Ceiling is Assumed Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* Standard Blocking: Bkla *Unless noted otherwise Layout Scale: 1/4" = 1' SYMBOL LEGEND Point Load Line Load Area Load O1eta_1 Cal lout Label (See framer's Focket Guide)