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HomeMy WebLinkAbout37.4 - Frame Work Floor System Sheet 1This layout and associated materials list has been prepared based upon project plans andfor Information provided to Falmouth Lumber Inc. H remains the responsibility of the builder, contractor, architect, designer, owner or other affiliated person to review this Information prior to starting constructlon In order to assure that it is appropriate, accurate and complete. )eking nel Load bearing or shear wall above (must stack over wall below) Blocking panel Web stiffeners required each side at BIW and B2W B2 B2W 2x4 minimum squash blocks Web stiffeners 8" diameter maximum hole for 111/" required each - 16" deep blocking panels; 6" side at E1W diameter maximum for blocking cpanels 9Y2" deep or shorter than 12" long. Do Do not cut flanges, iLevelO 1Y6" or 1%4" TimberStrand® LSL rim board DO NOT walk on joists until braced. INJURY MAY RESULT. WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • 5heathing • SIN: Lines • Hangers • Rim Board • Rim Joist DO NOT walk on joists that are lying flat. :o M F1 DO NOT stack building materials on insheathed joists. Stack only over beams or walls. 14/ARNI/W NOTF5: Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All bloakina, hangers, rim boords and rim joists at the end supports of the TJIe joists must be completely installed and Property naikd. 2. Establish a permanent deck (shecfhing), nailed to the First i feet of joists at the end of the bay or braced end well. 3. 5ofsty bracing of ixd (m inimum) must be railed to a braced end wall or sheathed area and to each joist. 4. Sheathing must be properly nailed to each TJIe joist before additional loads con be pieced on the system. 5. Ends of cantilevers require safety bracing on both the top end bottom flonges. 6. TJI"C joist flanges must remain straight within 112" from true alignment. A complete TJ-XpertO framing plan requires the iLevel® Framer's Pocket Guide See it-evelit Framer's Pocket Guide for Product Trademark Information 78 0 15'4" 12' 8' TJeXpert A Weyerhaeuser, Microllam®, PorallamS, Silent Floor®, Trmber5trcnd®, TJI®, Trus Joist® and il-evel® are registered trademarks of Weyerhaeuser. © 2007 Weyerhaeuser Company. All rights reserved. Printed in the USA NAILING REQUIREMENTS TJIe }phis at bearings: One 8d (2'r ") box nail each side. Drive ret Is at an angle at least I ' from end. Blocking panels,_rim�jaist or rim board to bearing plate_ TTa e blocking panels or rim joist: 10d (3") box no i Is at 6" o.c. lZevel°'rim board Toenail with 10d (3") box nails at 6" o.c. or 16d (3t2") box nails at 12" o.c. Shear trcrsfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TTIe_,joist: !? width or less: One 10d (3") pax nail into each. 21116'thru271"widths: One 16d (3u2") box nail into each flange. 4; *77&h: One 10d (3") box nails,one each side of TJI0 joist flange. 2x4 minimum squash blocks: One 10d (3") box nail into each flange. 12' 14' Frameworks Floor System TJ Performance Plus Panels are a required component of this Floor System, See T) Framers Pocket or Frameworks guides for required Installation procedures. JOBCOMMENTS HARKINS 73 BAXTER AVE YARMOUTH, MA CREATED BY Falmouth Lumber 670 Teaticket Hwy East Falmouth, MA 02536 5085486868 FAX: 5084570649 LEVEL COMMENTS FIRST FLOOR HANGER LIST - Simpson Strong -Tie Company, Inc Plot I Qty Product Label Top Nails Face Noils Member Nails Notes H1 5 IUT9 8-N10 2-N10 H2 2 IUT9 8-N10 2-N10 H3 2 MGU3.63 (H1=9.25) 24-SDSI/4 x 2 1/2 16-5[)51/4 x 2 1/2 Hanger Notes: 6 A3 A Weyerhaeuser, Microllam®, PorallamS, Silent Floor®, Trmber5trcnd®, TJI®, Trus Joist® and il-evel® are registered trademarks of Weyerhaeuser. © 2007 Weyerhaeuser Company. All rights reserved. Printed in the USA NAILING REQUIREMENTS TJIe }phis at bearings: One 8d (2'r ") box nail each side. Drive ret Is at an angle at least I ' from end. Blocking panels,_rim�jaist or rim board to bearing plate_ TTa e blocking panels or rim joist: 10d (3") box no i Is at 6" o.c. lZevel°'rim board Toenail with 10d (3") box nails at 6" o.c. or 16d (3t2") box nails at 12" o.c. Shear trcrsfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TTIe_,joist: !? width or less: One 10d (3") pax nail into each. 21116'thru271"widths: One 16d (3u2") box nail into each flange. 4; *77&h: One 10d (3") box nails,one each side of TJI0 joist flange. 2x4 minimum squash blocks: One 10d (3") box nail into each flange. 12' 14' Frameworks Floor System TJ Performance Plus Panels are a required component of this Floor System, See T) Framers Pocket or Frameworks guides for required Installation procedures. JOBCOMMENTS HARKINS 73 BAXTER AVE YARMOUTH, MA CREATED BY Falmouth Lumber 670 Teaticket Hwy East Falmouth, MA 02536 5085486868 FAX: 5084570649 LEVEL COMMENTS FIRST FLOOR ACCESSORIES LIST Plot ID Length Product Plies Qty Rml 16' 11/4" x 9 1/2" 1.3E TimberStrand LSL 1 13 Skl V 2 1/4" 9 1/2" TJI 110 Blocking Panels 1 46 Bkl* 8 7/16" 9 1/2" TJI 110 Blocking Panels 1 1 Shl 4' x 8' 3/4" TJ Performance Plus Panels (24" Span Rating) 1 49 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board LEVEL NOTES File Name: HIS-arkins.JC Level Name: FIR T FLOOR Plotted: 11/10/2069 14:19 Design Status: FIR51'FLOOR....11/10/2009 13:59 SECOND FLOOR ... ll/10/2009 13:59 ROOF ........... 11 11h0/2009 13:59 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Los and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Lodd L/240 TotalLbad TJ -Pro Rating Information: Weighted Average: 42 Lowest Rating: 39 Highest Rating: 48 Glued & Nailed D ckinq is Required Direct Applied Ceiling of 1/2" Gypsum is Required Poured Flooring dverlay is Required 1 X 4 Strapping iRequired Floor Decking: 3/4" TJ Performance Plus Panels (24" Span Rating) Normal C.C. Spacing = 16"* *Unless noted otherwise 1/4" = 1' I SYMBOL LEGEND I o Point Load Line Load Area Load 0 Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) 1 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•Xpert 6.50 (#695) C6.50 136,50 S6.50 P6,50 JOIST AND BEAM LIST Plot ID Length Product Plies Qty Al 41' 9 1/2" 9 1/2" TJI 110,loist 1 3 A2 41' 4 3/4" 9 1/2" TJI 110 joist 1 6 A3 27' 103/411 9 1/2" TTI 110 joist 1 6 A4 26' 9 1/2" TTI 110 joist 1 6 A5 15' 7 3/4" 9 1/2" TJI 110 joist 1 20 A6 13' 10 3/4" 9 1/2" TJI 110 joist 1 2 A7 3' 9 7/8" 9 1/2" TTI 110 joist 1 5 MI 28' 13/4" x 9 1/2" 1.9E Microllam LVL 2 2 M2 24' 13/4" x 9 1/2" 1,9E Microllam LVL 2 2 M3 20' 3" 13/4" x 9 1/2" 1.9E Microllam LVL 2 2 M4 16' 13/4" x 9 1/2" 1.9E Microllam LVL 2 2 M5 12181, 13/4" x 9 1/2" 1.9E Microllam LVL 1 2 M6 6' 9" 13/4" x 9 1/2" 1.9E Microllam LVL 1 1 ACCESSORIES LIST Plot ID Length Product Plies Qty Rml 16' 11/4" x 9 1/2" 1.3E TimberStrand LSL 1 13 Skl V 2 1/4" 9 1/2" TJI 110 Blocking Panels 1 46 Bkl* 8 7/16" 9 1/2" TJI 110 Blocking Panels 1 1 Shl 4' x 8' 3/4" TJ Performance Plus Panels (24" Span Rating) 1 49 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board LEVEL NOTES File Name: HIS-arkins.JC Level Name: FIR T FLOOR Plotted: 11/10/2069 14:19 Design Status: FIR51'FLOOR....11/10/2009 13:59 SECOND FLOOR ... ll/10/2009 13:59 ROOF ........... 11 11h0/2009 13:59 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Los and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Lodd L/240 TotalLbad TJ -Pro Rating Information: Weighted Average: 42 Lowest Rating: 39 Highest Rating: 48 Glued & Nailed D ckinq is Required Direct Applied Ceiling of 1/2" Gypsum is Required Poured Flooring dverlay is Required 1 X 4 Strapping iRequired Floor Decking: 3/4" TJ Performance Plus Panels (24" Span Rating) Normal C.C. Spacing = 16"* *Unless noted otherwise 1/4" = 1' I SYMBOL LEGEND I o Point Load Line Load Area Load 0 Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) 1 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•Xpert 6.50 (#695) C6.50 136,50 S6.50 P6,50