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Home My WebLink AboutJOIST - 05-00135 - 623 Johnson St - New SFRe 4w This layout and material list is based on plans andlor information provided. This has not been reviewed by a Weyerhaeuser engineer. Your builder, design professional, and other responsible parties must review this information to assure that It is appropriate, accurate, and complies with applicable building codes. A Weyerhaeuser Trus Joist rim board C33) DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. A3 1 WARNING Joists are unstable until braced laterally Bracing Includes: • Bioclong " Sheathing • Hangers a Rim Beard • strut Lines • Rim Joist I@ Is DO NOT stack building materials on unsheathed joists. Stack only over 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, em hoards and nm io,he at the end supports of me TJI a Joists must be compietely Insurie i and bropeny, naked. 2. Lateral alrenp, like a traded end wall or an esemng deck, most be estebiished at the ends of Ne bay. This can also he acoomillehed by a emperary or permanent deck (sheaftmgl trammed to the first 4 feet of Jesse at Me and of the bey. 3. Safety bri lines a 1x4 (minimum) must W nailed to a paced end wall or shammed area as in note 2 and b each jmst. Without this crating, buckling sideways or rollover Is highly probable under light cmatrucllon loads - like a worker or one layer of unnelled sheathing. 4. Sheeming must he tonally as oW to each TJI a joist before additional leads can be Placed on the system. 5. Ends of cenalevere require safety brecirg on both the top and bottom flanges. 6. The flanges most remain straight within a tolerance of li" from tme aignment. —14 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 2 3/8" P1 I NAILING REQUIREMENTS TJI®joists at bearings: Two fid (2Y2") box nails 0 each side), 1Y2" minimum from end. Blockina Daniels. rim ioistor rim board to bearing olate: TJ/e blocking panels orrim joist: 1 Od (3") box nails at 6" o.c. Trus Joist rim board.: Toenail with 1 Did (3") box nails at 6" o.c. or 16d (V22") box nails at 12" o.c. Shear transfer. Connections equivalent to decking nail schedule Rim board, rim joist or closure to TJI®joist: 1114" width orless: Two 1 Od (3") box nails, one each at top and bottom flange. 2%6"thru 2Y2" widths: Two 16d (V22") box nails, one each at top and bottom flange. Y12" width: Toenail joist to rim joist with one t Od (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 1 O (3") box nails, one each at top and bottom flange. Rm1 2 3/8 A6 Rmi J v A3 m t- t A6 Rml Rmt JOIST AND BEAM LIST AS Plot ID -- A2 Qty Al H1 1 23 A2 — A4 1 _ A3 16' 11 7/8" TJI 110 joist 1 1 A4 14' 11 7/8" TJI 110 joist TS1 4 A5 10' 11 7/8" TJI 110 joist 1 3 1 6' 117/8"TJI 110 joist 1 A6 Rmi J v A3 m t- t A6 Rml Rmt ACCESSORIES UST Plot ID Length Product Pit" City Rmt 16' 1 1/4"x11 7/8" 1.3E TimberStrand LSL 1 12 Shl 4' x 8' 23/32"Structurwood Edge Gold (24" Span Rating) 1 48 Rim Board A3 LEVEL NOTES Ill 0 File Name: Stock Rexburg - TJI Floor Plan 5-20-05 (05-UT730-155).JOB Level Name: Main Floor Framing Plotted: 5/20/2005 14:06 Design Status: Main Floor Framing ... 5/20/200513:55 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 50 Lowest Rating: 40 Highest Rating: 70 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Structurwood Edge Gold (24" Span Rating) Normal O.C. Spacing = 16"" 'Unless noted otherwise Layout Scale: -T/4a-=- - ytoi" 6 5 c� Cuxpqrt. CREATED BY Weyerhaeuser - SLC 2600 South 600 West Po Box 65526 Salt Lake City, UT 84115 (800) 283-9663 FAX: (801) 975-0958 JOB COMMENTS Mike Birch iiiii Stock BS - Rexburg TJI Floor Framing System 5/20105 SYMBOLLEGEND Point Load Line Load Area Load Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.40 (11691) C6.40 D6.40 S6.40 P6.40 JOIST AND BEAM LIST Plot ID Length Product Plies Qty Al 30' 11 7/8" TJI 110 joist 1 23 A2 24' 11 7/8" TJI 110 joist 1 10 A3 16' 11 7/8" TJI 110 joist 1 1 A4 14' 11 7/8" TJI 110 joist 1 4 A5 10' 11 7/8" TJI 110 joist 1 3 A6 6' 117/8"TJI 110 joist 1 8 Pi 18' 51/4" x 16" 2.0E Parallam PSL 1 1 TS1 6' 1 3/4" x 11 7W 1.7E TimberStrand LSL 1 2 HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot to City Product Label Top Nails Face Nails Member Nails Notes Ht 5 lu81.81/11.88 10-N10 ACCESSORIES UST Plot ID Length Product Pit" City Rmt 16' 1 1/4"x11 7/8" 1.3E TimberStrand LSL 1 12 Shl 4' x 8' 23/32"Structurwood Edge Gold (24" Span Rating) 1 48 Rim Board A3 LEVEL NOTES Ill 0 File Name: Stock Rexburg - TJI Floor Plan 5-20-05 (05-UT730-155).JOB Level Name: Main Floor Framing Plotted: 5/20/2005 14:06 Design Status: Main Floor Framing ... 5/20/200513:55 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 50 Lowest Rating: 40 Highest Rating: 70 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Structurwood Edge Gold (24" Span Rating) Normal O.C. Spacing = 16"" 'Unless noted otherwise Layout Scale: -T/4a-=- - ytoi" 6 5 c� Cuxpqrt. CREATED BY Weyerhaeuser - SLC 2600 South 600 West Po Box 65526 Salt Lake City, UT 84115 (800) 283-9663 FAX: (801) 975-0958 JOB COMMENTS Mike Birch iiiii Stock BS - Rexburg TJI Floor Framing System 5/20105 SYMBOLLEGEND Point Load Line Load Area Load Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.40 (11691) C6.40 D6.40 S6.40 P6.40