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Home My WebLink AboutJOIST LAYOUT - 07-00034 - 490 Pioneer Rd - New SFRWeb stiffeners 8" diameter maximum hole for required each 1P/" - 20" deep blocking panels: A><side at EIW 611 diameter maximum for blocking panels 9Y2" deep or shorter than 12" long. Do not art flanges. Filler block; Attach with ten 10d (3") box malls, clinched. Use ten 16d (3ij") box mails from each side with 3)'2" TJI* joist flange widths. Use fifteen nails with TJI* joist depths greater than 16". True Joist rim board Backer block; Install (tight to bottom f longe with face mount hangers). Attach with ten lod (3") box nails, clinched when possible. ^Backer black both sides of web with single TJI* joist 112 NAILING REQUIREMENTS TJI®ioists at bearings: Two 8d (2Y") box nails (1 each side), 1 Y2" minimum from end. Blockino panels, rim Joist 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®Joist: 1314" width or less: Two 10d (3") box nails, one each at top and bottom flange. 2'/16"thru V12" widths: Two 16d (3Y2") box nails, one each at top and bottom flange. 3Y2" 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: 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 accloerts. 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 a joists must be completely installed and proper'r rated_ 2. Lateral strength, like a braced and wall or an existing deck, must be established at the ends of the bay. This can also be 90Core6'+ed by a temporary or permanent deck (sheathing) fastened to the first 4 feet of insist at the end of the bay. 3. Safety bracing lines of 1x4 (mlmmum) must be nailed to a braced end wall or sheathed area as In note 2 and to each joist. Wlltvr4 me bracing, buckling sideways or rollover is highly probable under light consbactlon loads - like a worker or one layer of unnalled sheacTng. 4. Sheathing must be totally attached to each TJI a joist before additional loads can be placed on the system. 6. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within a tolerance of & from onus alignment. TJ-4pert framing plan requires the Tru® See Trus do -s' Pramer's Pocket Guide for Product •NO ROOF LOAD APPLIED 0700034 781 Griffin St -Jones :'TJXpert. lr~ We HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes HS 38 IUT11 10-N10 2-1110 R2 6 IUT11 10-N10 2-X10 (5') Hanger Notes: (5) Backer Blacks Required I LEVEL NOTES I File Name: GAM-LOGAN JONES 012407. JOB Level Name: NUN FLOOR Plotted: 1/24/2007 17:03 Design Status: MAIN FLOOR... 1/24/2007 17:01 NOTE: Level design times indicated above provid assurance for proper level stacking. Design Methodology: ASD Floor Ates Loadinq Is: 40psf Live Load and 15 psf Dead Load. Maximum Joist Deflection: L/360 Live Load. L/240 Total Load TJ -Pro Rating Information: Weiqhted Average: 47 Lowest Rating: 37 H_cheat Ratinq: 50 Glued fi Nailed Deckinq is Required Direct Applied Ceiling of 5/0" GYPSum is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal D.C. Spacing - 16"* *Unless noted otherwise Scale: 114" ml 1' I CREATED BY I bmcwest 202 w main nexburq, ID 03440 (1208)356-9292 FAX: (1208)356-3299 SYMBOL LEGEND Note from Operator Point Load Line Load Area Load ODetail Callout Label (See Framer's Pocket Guide) JOIST AND BEAM LIST Plat ID Length Product Plies Qty A See Layout 11 7/8" TJI 110 ioist 1 M1 14' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 4 ACCESSORIES LIST Bbl 1' 5/8" or 3/4" Backer Blocks 1 12 Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 15 Skl 1' 2.25" 11 7/8" TJI 110 Blockinq Panels 1 13 Bkl+ 3' 4" 11 7/8" TJI 110 Blockinq Panels 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 56 Bk", Random length blockina panel cuts Bk, Blocking Panels; Am, Rim Board I LEVEL NOTES I File Name: GAM-LOGAN JONES 012407. JOB Level Name: NUN FLOOR Plotted: 1/24/2007 17:03 Design Status: MAIN FLOOR... 1/24/2007 17:01 NOTE: Level design times indicated above provid assurance for proper level stacking. Design Methodology: ASD Floor Ates Loadinq Is: 40psf Live Load and 15 psf Dead Load. Maximum Joist Deflection: L/360 Live Load. L/240 Total Load TJ -Pro Rating Information: Weiqhted Average: 47 Lowest Rating: 37 H_cheat Ratinq: 50 Glued fi Nailed Deckinq is Required Direct Applied Ceiling of 5/0" GYPSum is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal D.C. Spacing - 16"* *Unless noted otherwise Scale: 114" ml 1' I CREATED BY I bmcwest 202 w main nexburq, ID 03440 (1208)356-9292 FAX: (1208)356-3299 SYMBOL LEGEND Note from Operator Point Load Line Load Area Load ODetail Callout Label (See Framer's Pocket Guide)