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Home My WebLink About33.264 - Framing Plan10 . r. . (508) 548-6868 This layout and associated materials list has been prepared based on project plans and/or information provided to Falmouth Lumber Inc. It remains the responsibility of the builder, contractor, architect, designer, owner or other responsible person to review this information to assure that it is appropriate, accurate and complete. A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information 14' _ A03 14' NAILING REQUIREMENTS ARNING TJI® joists at bearings: Two 8d (2Y") box nails (1 each side), 1Y2" "W Joists are unstable until braced laterally minimum from end. Bracing Includes: Blocking panels, rim joist or rim board to bearing plate: • Blocking • Sheathing TJI® blocking panels or rim joist: 1 Od (3") box nails at 6" o.c. DO NOT allow workers • StrutL nes • Rim JJo std DO NOT stack building This Joist rim board. Toenail with 1 Od (3") box nails at 6" o.c. or to walk on joists materials on unsheathed 16d (3%") box nails at 12" o.c. until braced. joists. Stack only over Shear transfer. Connections equivalent to decking nail schedule. INJURY MAY RESULT. beams or walls. WARNING NOTES: Rim board, rim joist or closure to TJI o 'ol 1st: Lack of concern for proper bracing during construction can result in serious accidents. 13/4" width or less: Two 1 Od (3") box nails, one each at top and Under normal conditions if the following guidelines are observed, accidents will be avoided. bottom flange. 2116" thru 2%2" widths: Two 16d (VF) box nails, one each at top and 1. All blocking, hangers-, rim boards and rim joists at the end supports of the TJI ® joists must be completely installed and properly nailed. bottom flange. 2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bey. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 311 " width: Toenail joist to rim joist with one 1 Od (3") box nail each 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 side of joist top flange. 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 ® joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 2X4 minimum SgUBSh blocks: TWO 1Od (3") box nails, one each 6. The flanges must remain straight within a tolerance of & from true alignment. at top and bottom flange. %o f � a � t :o is Plot ID Length 14' _ A03 14' NAILING REQUIREMENTS ARNING TJI® joists at bearings: Two 8d (2Y") box nails (1 each side), 1Y2" "W Joists are unstable until braced laterally minimum from end. Bracing Includes: Blocking panels, rim joist or rim board to bearing plate: • Blocking • Sheathing TJI® blocking panels or rim joist: 1 Od (3") box nails at 6" o.c. DO NOT allow workers • StrutL nes • Rim JJo std DO NOT stack building This Joist rim board. Toenail with 1 Od (3") box nails at 6" o.c. or to walk on joists materials on unsheathed 16d (3%") box nails at 12" o.c. until braced. joists. Stack only over Shear transfer. Connections equivalent to decking nail schedule. INJURY MAY RESULT. beams or walls. WARNING NOTES: Rim board, rim joist or closure to TJI o 'ol 1st: Lack of concern for proper bracing during construction can result in serious accidents. 13/4" width or less: Two 1 Od (3") box nails, one each at top and Under normal conditions if the following guidelines are observed, accidents will be avoided. bottom flange. 2116" thru 2%2" widths: Two 16d (VF) box nails, one each at top and 1. All blocking, hangers-, rim boards and rim joists at the end supports of the TJI ® joists must be completely installed and properly nailed. bottom flange. 2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bey. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 311 " width: Toenail joist to rim joist with one 1 Od (3") box nail each 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 side of joist top flange. 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 ® joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 2X4 minimum SgUBSh blocks: TWO 1Od (3") box nails, one each 6. The flanges must remain straight within a tolerance of & from true alignment. at top and bottom flange. %o f � a � t JOIST AND BEAM LIST UXpaI LEVEL NOTES File Name'. 10-06-15 Buschmann.JOB Level Name: Floor Plotted: 10/20/2006 09:55 Design Status: Floor........ 10/20/2006 09:55 Roof......... 10/20/2006 09:54 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD 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: 36 Lowest Rating: 36 Highest Rating: 36 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise Lavout Scale: 1/4" = 1' LEVEL COMMENTS Main Floor JOB COMMENTS Buschmann 88 Ocean Ave South Yarmouth, MA CREATED BY Falmouth Lumber 670 Teaticket Highway East Falmouth, MA 02536 508-548-6868 FAX: 508-548-0649 SYMBOL LEGEND Line Load Area Load 0 Detail Callout Label (See Framer's Pocket Guide) Page 1 of 1 FOR THE TJ-XPERT WARRANT) SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42 (#693) C6.42 D6.42 S6.42 P6.42 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A16 16' 9 1/2" TJI 230 joist 1 10 ACCESSORIES LIST Rml 18' Shl 4' x 8' Rm, Rim Board 11/4" x 9 1/2" 1.3E TimberStrand LSL 23/32" Panels (24" Span Rating) 1 1 4 8 LEVEL NOTES File Name'. 10-06-15 Buschmann.JOB Level Name: Floor Plotted: 10/20/2006 09:55 Design Status: Floor........ 10/20/2006 09:55 Roof......... 10/20/2006 09:54 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD 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: 36 Lowest Rating: 36 Highest Rating: 36 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise Lavout Scale: 1/4" = 1' LEVEL COMMENTS Main Floor JOB COMMENTS Buschmann 88 Ocean Ave South Yarmouth, MA CREATED BY Falmouth Lumber 670 Teaticket Highway East Falmouth, MA 02536 508-548-6868 FAX: 508-548-0649 SYMBOL LEGEND Line Load Area Load 0 Detail Callout Label (See Framer's Pocket Guide) Page 1 of 1 FOR THE TJ-XPERT WARRANT) SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42 (#693) C6.42 D6.42 S6.42 P6.42