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Home My WebLink AboutJOIST - 07-00174 - 773 Griffin St - New SFRIMPORTANT PLEASE READ AND SIGN THE ATTACHED SHEET BEFORE TAKING POSSESION OF YOUR LAYOUT! READ BY INTIALS DATE A3 - NAILING REQUIREMENTS TJI® lolsts at bearings: Two 8d (2Y") 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 (3Y") box nails at 12" o.c. Shear transfer: Connections equivalent to decking nail schedule. Rim board rim foist or closure to TJ16 21st: 1%" width or less: Two 10d (3") box nails, one each at top and bottom flange. 21/f6"thru 2Y2" widths: Two 16d (M2") box nails, one each at top and bottom flange. 31/2" 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. ULT WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Hangars • Rim Board • Strut Linea • Rim Joist —IS DO NOT stack building materials on unsheathed joists. Stack only over iNJURy MAY RES beams or walls. WARNING NOTES: 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, hangers, rim boards and dm joists at the end supports of the TJI A joists must be completely installed arw properly nailed. 2. Lalerst stir"th, 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) hastened to the first 4 feet of joists at the and of the bay. 3. Safety bracing lines 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 - like a worker or one layer of unnalled sheathing. 4. Sheathing must be totally attached to each TJI aJolst 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 J§" from true alignment. TJ-Xpert framing plan requires the Trus Joist Framer's Pocket See Trus Joist Framer's Pocket Guide for Product Trademark information TJxP rt. I+4a�7osa7. HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes N1 3 IUT412 10-NlO 2-NT9 H2 7 IUT11 10 -NIG 2-N10 Hanger Notes: LEVEL NOTES File Name: 45-14luir Const Spec 2 030207.JOB Level Name: Main Floor Plotted: 4/13/2007 10:22 Design Status: Main Floor... 3/2/2007 09:34 NOTE: Level desian times indicated above prow assurance for proper level stacking. Design Methodology: ASD Floor Area Loadina Is: 40psf Live Load and 12 psf Dead Load Maaimum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Patina Information: Weiahted Average: 49 Lowest Ratinq: 42 Hiqhest Ratinq: 64 Glued & Nailed Deckina is Required Direct Applied Ceilinq is Not Required .Floor Decking: 7/8", 1" Panels (32" Span Rating) Normal O.C. Spacing = 16". *Unless noted otherwise Layout Scale: 114" = 1e JOB COMMENTS 45 -Muir Const Spec p2 Rexburg, Idaho CPEATED HY bmc west rezburq 202 west main st. rexburq ID 83440 208-716-0099 FAX: 208-356-3299 I SYMBOL LEGEND O Point Load _ Line Load Area Load Detail Callout Label (See Framer's Pocket Guide) JOIST AND BEAD[ LIST Plot ID Length Product Plies Qty A See Layout 11 7/8" TJI 110 Joist 1 B See Layout 11 7/8" TJI 110 icist 2 M1 5' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 1 M2 4' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 ACCESSORIES LIST Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 12 Sri 4' x 8' 7/8", l" Panels (32" Span Rating) 1 54 RD, Rim Board LEVEL NOTES File Name: 45-14luir Const Spec 2 030207.JOB Level Name: Main Floor Plotted: 4/13/2007 10:22 Design Status: Main Floor... 3/2/2007 09:34 NOTE: Level desian times indicated above prow assurance for proper level stacking. Design Methodology: ASD Floor Area Loadina Is: 40psf Live Load and 12 psf Dead Load Maaimum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Patina Information: Weiahted Average: 49 Lowest Ratinq: 42 Hiqhest Ratinq: 64 Glued & Nailed Deckina is Required Direct Applied Ceilinq is Not Required .Floor Decking: 7/8", 1" Panels (32" Span Rating) Normal O.C. Spacing = 16". *Unless noted otherwise Layout Scale: 114" = 1e JOB COMMENTS 45 -Muir Const Spec p2 Rexburg, Idaho CPEATED HY bmc west rezburq 202 west main st. rexburq ID 83440 208-716-0099 FAX: 208-356-3299 I SYMBOL LEGEND O Point Load _ Line Load Area Load Detail Callout Label (See Framer's Pocket Guide)