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Home My WebLink AboutJOIST - 06-00284 - 668 Meadowbrook St - New SFRIMPORTANT PLEASE READ AND SIGN THE ATTACHED SHEET BEFORE TAKING POSSESION OF YOUR LAYOUT! READ BY INTIALS DATE Trus Joist rim board A3 Web stiffeners required each side at E1W 8'r diameter maximum hole for W/8" - 20" deep blocking panels: "' '" ureter maximum for I panels 911" deep or sorter than 12" long. Do not cut flanges. Trus Joist rim board LING REQUIREMENTS TJI® Joists at bearings: Two 8d (2Y2") box nails (1 each side), 1 Y2" minimum from end. Blocking panels, rim Joist or rim board to bearing plate: TWO 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 (3Y2") box nails at 12" o.c. Shear transfer: Connections equivalent to decking nail schedule. Rim board, rim Joist or closure to TJI® olst: 13/4" width or less: Two 10d (3") box nails, one each at top and bottom flange. 2f/e"thru 2112" widths: Two 16d (3Y'r) box nails, one each at top and bottom flange. 3112" 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. DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Hangers • Rim Board • Strut Lines • Rim Joist WARNING NOTES: -4 DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided 1. All blocking, hangars, rim boards and rim Joists at the end supports of the TJI "Joists must be completely installed and properly nailed. 2. Lateral strength, like a 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 and of the bay. 3. Safety bracing fines of IX4 (minimum) must be nailed to a braced and 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 - like a Worker or one layer of unnailed Sheathing. 4. Sheathing must be totally attached to each TJI d Inlet before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 8. The flanges must remain straight within a tolerance of X" from Ince alignment. TJ-Xpert framing plan requi.es the True Joist Framer's Po See Trus Joist Framer's Pocket :--...- -or Product Trademark Information CITY OF RCXBuM6. TlXpert. 151 L LEVEL NOTES File Name: 60 -Glen Romney Spec Home 071306.JOB Level Name: Main Floor Plotted: 7/11/2006 16:55 Design Status: Main Floor... 7/11/2006 16:53 NOTE: Level design times indicated above provir assurance for proper level stacking, Design Methodology; ABC Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 50 Lowest Ratinq: 43 Highest Rating: 69 Glued d Nailed Decking is Required Direct Anolied Ceilinq is Not Required Floor Decking: 23/32" Structurwood Edge Gold 124" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise E �. CITY OF REXBURG Scale: 11411 = 1' JOB COMMENTS 60 -Glen Romney Pico" Idaho Spec Home N By TMain186 83440929256-3299 SYMBOL LEGEND Point Load Line Load Area Load ❑90 Beam By Others O Detail Callout Label (See Framer's Packet Guide) HANGER LIST - Simpson Sttonq-Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 41 IUTll 10-NIO 2-NIO Hanger Notes: JOIST AND BEAM LIST Plot SD Length Product Plies Qty A See Layout 11 7/8" TSI 110 joist ACCESSORIES LIST Rml 16' 1 1/4"Z li 7/8" 1.3E TimberStxand LSL 1 12 Bkl 1' 2.25" 11 7/8" TJI 110 BSockinq Panels 1 7 Bkl* 10" 11 7/8" TJI 110 Blocking Panels 1 1 Shi 4' x 8' 23/32' Structurwood Edge Gold (24" Span Rating) 1 48 Bk*, Random length blocking panel cuts Bk, Blocking Panels; RM, Rim Board LEVEL NOTES File Name: 60 -Glen Romney Spec Home 071306.JOB Level Name: Main Floor Plotted: 7/11/2006 16:55 Design Status: Main Floor... 7/11/2006 16:53 NOTE: Level design times indicated above provir assurance for proper level stacking, Design Methodology; ABC Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 50 Lowest Ratinq: 43 Highest Rating: 69 Glued d Nailed Decking is Required Direct Anolied Ceilinq is Not Required Floor Decking: 23/32" Structurwood Edge Gold 124" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise E �. CITY OF REXBURG Scale: 11411 = 1' JOB COMMENTS 60 -Glen Romney Pico" Idaho Spec Home N By TMain186 83440929256-3299 SYMBOL LEGEND Point Load Line Load Area Load ❑90 Beam By Others O Detail Callout Label (See Framer's Packet Guide)