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Home My WebLink AboutJOIST - 08-00440 - Boice Building #2 - New BuildingA complete TJ-Xper't® framing plan requires the il-evi Framer's Pocket Guide See iLevi Framer's Pocket Guide for Product Trademark Information TJ-Xpert O �r DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. :king el WARNING Joists are unstable until braced laterally Bracing Includes: • Blacking • SneaMing • 'mangers • Rim Boom • 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 accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided 1. al box". rangers, cm beams and mn p5ts at Me end supports of the TJI T lacom must be canpeley Installed and properly naffed. 2. lateral strei like a braced end wall o-an evsolg di must be esteKreM1ed at are ends of me bay. This can alma be accomplished by a empathy a denotement deck (sheaalny) fastened to the fist 4 feet of pints at the end ofMe bay. 3 SaWty Gxotg lines of 10 (minimum) must be hi to a Gazed end wall «sheathed area as In note 2 and M saM Iota Without Mls sienna, erg sideways or roll is highly probebk wWen Igm cvfsWctlon bases- like a worker or one layer of unnalled simulating. 4. Slreettumg must be totally attached M each TJI a pint before additional loads can be placed an Me system. 5. Ends of canne som require safety Gating on both Me tap and bottom flanges. 6. The Forgers must ranaln shazght whin a Idaratwe of X" tram true alignment. O no loods from above apllied NAILING REQUIREMENTS TJI®foists at bearings: Two 8d (2Y2") box nails (1 each side), 1 Y" minimum from end. Blocking 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 IOd (3") box nails at 6" o.c. or 16d (3Yz") box nails at 12" o.c. Shear transfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TJI6 joist: 13/"width or less: Two 1Od (3") box nails, one each at top and bottom flange. 2%6"thru 2Y2" widths: Two 16d (3Y2') box nails, one each at top and bottom flange. 3Yz" width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (W) box nails, one each at top and bottom flange. CREATED BY Stock Building Supply 671 So.Yellowstore Rexburg, ID 83440 (208) 356-4626 FAX: (208) 356-4508 HANGER LIST - Simpson Strorg-Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes HI 74 ITT3511.88 4-I0d 2-10d 2-N10 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A40 40' 11 7/8" TJI 360 joist 1 22 A38 38' 11 7/8" TJI 360 joist 1 18 A32 32' 11 7/8" TJI 360 joist 1 10 A28 28' 11 7/8" TJI 360 joist 1 2 A26 26' 11 7/8" TJI 360 joist 1 6 A18 18' 11 7/8" TJI 360 joist 1 6 A16 16' 11 7/8" TJI 360 joist 1 4 ACCESSORIES LIST Rml 16' 1 1/4" x 11 7/8" 1.3E Timber5trand LSL 1 13 Bid 1' 1 11/16" 11 7/8" TJI 360 Blocking Panels 1 62 Bkl- 6' 11 7/8" TJI 360 Blocking Panels 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 102 Bkw, Random length blocking panel cuts Bit, Blocking Panels LEVEL NOTES File Name: rex don triple a landscape office.JOB Level Name: floor framing Plotted: 8/26/2008 13:16 Design Status: floor framing ... 8/26/2008 13:13 roof framing.... Not Designed NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASO Floor Area Loading Is: 50psf Live Load and 15 psf Dead 8 Partition Load Maximum Joist Deflection: L/480 Live Load U240 Total Load TJ-Pro Rating Information: Weighted Average: 46 Lowest Rating: 39 Highest Rating: 55 Glued d Nailed Decking is Required Direct Applied Ceiling of 5/8" Gypsum is Required Floor Decking: 23/32" Panels (24" Span Rating) Non -Residential Level (2000 lbs. concentrated load requirements for standard non-residential floors have been considered for reaction.) Normal O.C. Spacing = 16"e *Unless noted otherwise Scale:3/16" = 11 SYMBOL LEGEND 0 Note from Operator Line Load Area Load - Detail Callout Label (See Framer's Packet Guide) 1of1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-%pert 6.45 (R694) C6.45 D6.45 66.45 PEAS A complete TT-Xperte framing plan requires the iLevele Framer's Pocket Guide See iLevel® Framer's Pocket Guide for Product Trademark Information I�- TJ -Xpert DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. eking el WARNING Joists are unstable until braced laterally Bracing Includes: • Blockirm • Sheathing • Hangers • Rim Beam • strut unes • 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 accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided 1. All Obi iwtaas, no, beams ano rim tests at the end supports of the TJI '^ joists must be completely insult and properly mastei z lateral emVM, as, a M end wall or an ..is" mr,A, must be sambrisnM at the ends of the nay. TNa cen also m, acwmgishi by a temlxawy or pematcmt deck (sneathlrg) faslerem to the est 4 feet of pulses at the and of the tray. 3. Safely braang lines 01r41mnimum) must be hall W a Braced eta wall or sheathed area as In note 2 and to Baal lost. without the lradrg, lam irg sidesi or rollover is highly probable under Igle cowtruessi Wads - like a worker or one layer of unnaded sheathing. 4. Sheallung must be really easement to seen TJI • joist before addiaonat bails can be placietl on the system. 5. Ends of cantilevers ni uire safety Waring on Win the top and honour fares. 5. The ranges must remain saagnt wlmW a Wlelance a X' from hue alignment_ N no loads from above spilled NAILING REQUIREMENTS TJI® joists at bearings: Two 6d (2Y2") box nails (1 each side), 1Y2" minimum from end. Blocking panels, rim joist or rim board to bearing plate: TJI® blocking panels orrim joist: 10d (3") box nails at 6" o.c. Trus Joist rim board: Toenail with 1 Od (3") box nails at 6" o.c. or 16d (3Yz") box nails at 12" o.c. Shear transfer.., Connections equivalent to decking nail schedule. Rim hoard, rim joist or closure to TJI®'ol ist: W4" width or less: Two 1 Od (3") box nails, one each at top and bottom flange. Viii"thru 2Y2"widths: Two 16d (3Yz") box nails, one each at top and bottom flange. 3%" width: Toenail joist to rim joist with one 1 Od (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (T) box nails, one each at top and bottom flange. CREATED BY Stock Building Supply 671 So.Yellowstone Rexburg. ID 83440 (208) 356-4626 FAX:(208) 356-4508 HANGER LIST - Simpson Strong -Tie Company. Inc Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 74 ITT3511.88 4-10d 2-I0d 2-N10 JOIST AND BEAM LIST Plot ID Length Product plies Qty A40 40' 11 7/8" TJI 360 joist 1 22 A38 38' 11 7/8" TJI 360 joist 1 18 A32 32' Il 7/8" TJI 360 joist 1 20 A28 28' 11 7/8" TJI 360 joist 1 2 A26 26' 11 7/8" TJI 360 joist 1 6 A18 18' IS 7/8" TJI 360 joist 1 6 A16 16' 11 7/8" TJI 360 joist 1 4 ACCESSORIES LIST Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 13 Ski 1' 1 11/16" 11 7/8" TJI 360 Blocking Panels 1 62 Ski* 6' 11 7/8" TJI 360 Blocking Panels 1 1 Ski 4' x 8' 23/32" Panels (24" Span Rating) 1 102 Skis, Random length blocking panel cuts Bk, Blocking Panels LEVEL NOTES File Name: rex don triple a landscape office.JOB Level Name: floor framing Plotted: 8/26/2008 13:16 Design Status: floor framing ... 8/26/2008 13:13 roof framing.... Not Designed NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASO Floor Area Loading Is: 50psf Live Load and 15 psf Dead dl Partition Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ-Pro Rating Information: Weighted Average: 46 Lowest Rating: 39 Highest Rating: 55 Glued d Nailed Decking is Required Direct Applied Ceiling of 5/8" Gypsum is Required Floor Decking: 23/32" Panels (24" Span Rating) Non -Residential Level (2000 lbs. concentrated load requirements for standard non-residential floors have been considered for reaction.) Normal O.C. Spacing = 16"" "Unless noted otherwise Scale:3/16" = 1' SYMBOL LEGEND N Note from Operator Line Load Area Load - Detail Callout Label - (See Framer's Pocket Guide) 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xper16.45 (41694) e6.45 D6.45 S6.45 P6A5