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HomeMy WebLinkAboutJOIST - 03-00037 - 237 S 4th W - Duplex Remodel�3 Filer block: Nail with ten IOd (3") Lox nails, clinched. Use ten 16d (3,°) box nails from each side with TJI®/Pro'" 550 joists. Use 15 rails with 18" and 20" T-112/Pro" 550 joists. 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. XPi,hBncker block (both sides) of web with single TJI® joists N2 Te A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide 36' ABk A, I3, JOIST AND ;EM LIST °lot ID Length Product Plies qty Al 231 9 1/2" 9 1/2" TJ1/Ino 150 joist 1 20 At!,,' 9 1/4" 9 1/2" TJI/Pro-150 joist 1 3 1]' 9 1/4" 9 1/2 1JI/pre-150 joist 1 3 A4 9 1/2 TJI/Pro-150 iolst 1 2 AS 9 1/2"_"J9 Pro" 1. /olst 1 M1 5' 6" 4 1 3/A" x 1/2" L 4E Microllam LVL 2 N WARNING Joists are unstable until braced laterally - 1 — `= Bracing Includes: • 21Uddn9 • Shss!,nng — DO NOT allow workers a sa � e& e Rime DO NOT stack building to walk on joists until materials on unsheathed braced. 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 Woelvieg, hangers, rim boards and rim joists at T, *1f ist end supports. 2. Establish a permanent deck (sheathing), naiiled to the first 4 feet of joists at the end of the bay or !braced end wall, 3. Safety strut ;nes of 1x4 (minimum) must be nailed to a braced end ural1 or sheathed area. 4. Sheathing must he properly nailed to each TJI, past before additional toads can to placed on the system. 5. Ends of cantilevers require strut lines on tom the top and be omen flanges. 6. TdIGv lofst %lunges rttust remain straight wfthm Ya' from true alignment NAILINGREQUIREMENTS TJ1i3q joists at bearings: Two Sd (V2") box nails (1 each side), 1 Y2" minimum from end. Blocking panels, rim joist or rim board to bearing plate: TJI/J blocking panels or rim joist: 10d (3")box naiis at 6" o.c. Trus Joist rim board. Toenail with 10d (3") box nails at 6" o.c. or 16d (3 /2') box Balls at 12" O.C. Shear transfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TJI @,joist: 1%" width or less: Two 10d (3") box nails, one each at top and bottom flange. TJI® /Pro T"" 930, 350, 100C & 300C rim Joist Two 16d (3Y") box nails, one each at top and bottom flange. TJ/(R) lPro"" 550 & 400C rim joist 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. File Raine: DWI99TWRAY.04D3.JOB Leval Name: MAIN FLOOR Plotted: 4/15/03 16:36 Design Staau,: MAIN FLOOR... 4/-5/03 16:31 NOTE: Level design ti©ee indicated above prcvide a-snrance for pmpor leve] steckl.flq. Design Me_hodology: ASD F7.00 Area L03dinq is: 40y f Live Load and 12 net Dead Load Maximum Joist Deflection: L/4bO Live Load L/240 Rotel Load TJ -Pro Eating Information: Weighted Average: 50 Lowes. Ratioq. 44 Hichest Ratiaq: 55 Glued [. Nailed Docking is Required sesirended Cei11_:4 Aseun:ed liver Derking. 23/32", 3/n" Panels (24" Span Ratingl N^rmal O.C.Nracinq = 16''+ F-krisrd Him: Rml* -Cr-ess noted orherm,sa Layout Scale: 114" = 1' TJ•Xpert-. 1 L "d - — linc Iva Area Loa, 0 Detail fallout Label (See FR_➢RIi3 Woke- GridF; Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•Xpert 6.30 (#686) C6.30 D6.30 56.30 P6.30 AiCEESORIES LIST HANGER. LSHT - Si Mpson Strong -Tia Company, Inc.® Plot LD Lengtis P, 1 Plies Qty Pict ID Qty P-OdFct Label Top Nail, Page Nails Merther Nails Notes Phi 23' 9 1/2' I - /2" I.BE Ti Aev,8trand LSL 1 2 Hl P TUT21 9-NID 2-N'O 151 Pct 3 1 w 9 :;2" 1.3E Tim ,,Strand L5 1 1 Rol 64' 1 - /2" 1.3E T,elerStrand LS. 1 1 hat er Eotes: Bbl 1' 1/1, .rN' Sacker Blocks 1 l6 1 (1) Be eer Blocks Required Rtt„ Rm Board; Pc, Para la- Ciosnre -- — WARNING Joists are unstable until braced laterally - 1 — `= Bracing Includes: • 21Uddn9 • Shss!,nng — DO NOT allow workers a sa � e& e Rime DO NOT stack building to walk on joists until materials on unsheathed braced. 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 Woelvieg, hangers, rim boards and rim joists at T, *1f ist end supports. 2. Establish a permanent deck (sheathing), naiiled to the first 4 feet of joists at the end of the bay or !braced end wall, 3. Safety strut ;nes of 1x4 (minimum) must be nailed to a braced end ural1 or sheathed area. 4. Sheathing must he properly nailed to each TJI, past before additional toads can to placed on the system. 5. Ends of cantilevers require strut lines on tom the top and be omen flanges. 6. TdIGv lofst %lunges rttust remain straight wfthm Ya' from true alignment NAILINGREQUIREMENTS TJ1i3q joists at bearings: Two Sd (V2") box nails (1 each side), 1 Y2" minimum from end. Blocking panels, rim joist or rim board to bearing plate: TJI/J blocking panels or rim joist: 10d (3")box naiis at 6" o.c. Trus Joist rim board. Toenail with 10d (3") box nails at 6" o.c. or 16d (3 /2') box Balls at 12" O.C. Shear transfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TJI @,joist: 1%" width or less: Two 10d (3") box nails, one each at top and bottom flange. TJI® /Pro T"" 930, 350, 100C & 300C rim Joist Two 16d (3Y") box nails, one each at top and bottom flange. TJ/(R) lPro"" 550 & 400C rim joist 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. File Raine: DWI99TWRAY.04D3.JOB Leval Name: MAIN FLOOR Plotted: 4/15/03 16:36 Design Staau,: MAIN FLOOR... 4/-5/03 16:31 NOTE: Level design ti©ee indicated above prcvide a-snrance for pmpor leve] steckl.flq. Design Me_hodology: ASD F7.00 Area L03dinq is: 40y f Live Load and 12 net Dead Load Maximum Joist Deflection: L/4bO Live Load L/240 Rotel Load TJ -Pro Eating Information: Weighted Average: 50 Lowes. Ratioq. 44 Hichest Ratiaq: 55 Glued [. Nailed Docking is Required sesirended Cei11_:4 Aseun:ed liver Derking. 23/32", 3/n" Panels (24" Span Ratingl N^rmal O.C.Nracinq = 16''+ F-krisrd Him: Rml* -Cr-ess noted orherm,sa Layout Scale: 114" = 1' TJ•Xpert-. 1 L "d - — linc Iva Area Loa, 0 Detail fallout Label (See FR_➢RIi3 Woke- GridF; Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•Xpert 6.30 (#686) C6.30 D6.30 56.30 P6.30