Loading...
HomeMy WebLinkAboutM002.0 11 7/8" TJI-joists @ 16" o.c. 11 7/8" TJI-joists @ 24" o.c.Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson LUS410 Designed 8- 10d common - 6- 10d common - - No No No H2 9 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - - - - No No No H3 1 User W11X OSR User Defined --Not Required Not Required Not Required H4 2 Simpson SUR2.1/11 Designed 16- 16d common - 2- 10d x 1-1/2 45 (R)- No No No H5 1 Simpson HUS1.81/10 Designed 30- 10d common - 10- 10d common - - No No No H6 1 Simpson HHUS410X R45 Designed 30- 16d common - 10- 16d double shear 45 (R)- No No No H7 1 Simpson W11X OSL Designed - 2- 16d common 2- 10d x 1-1/2 - - No No No H8 1 Simpson W11X L45 OSL Designed - 2- 10d x 1-1/2 2- 10d x 1-1/2 45 (L)- No No No H9 1 Simpson W11X R45 OSR Designed - 2- 10d x 1-1/2 2- 10d x 1-1/2 45 (R)- No No No H11 2 Simpson SUL2.1/11 Designed 16- 16d common - 2- 10d x 1-1/2 45 (L)- No No No H13 3 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - 2- 10d x 1-1/2 - - No No Yes Products PlotID Length Product Plies Net Qty F18' 18' 0"11 7/8" TJI® 210 1 15 F10' 10' 0"11 7/8" TJI® 210 1 2 F6' 6' 0" 11 7/8" TJI® 210 1 5 F4' 4' 0" 11 7/8" TJI® 210 1 2 R36' 36' 0"11 7/8" TJI® 360 1 3 R22' 22' 0"11 7/8" TJI® 360 1 7 R20' 20' 0"11 7/8" TJI® 360 1 2 R18' 18' 0"11 7/8" TJI® 360 1 2 M1-2 20' 0"1 3/4" x 18" 2.0E Microllam® LVL 2 2 M2-2 20' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 M3-3 14' 0"1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 M4-2 8' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 TS1 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 TS3-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4 TS2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 2 TS4 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 STRm1 16' 0"1 1/8" x 11 7/8" TJ® Rim Board 1 9 Accessories PlotID Length Product Plies Net Qty 9 1/8"3/4" x 2 5/16" Web Stiffeners 1 6 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 36 Blocking PlotID Length Product Plies Net Qty FBk1 2' 0" 11 7/8" TJI® 210 1 10 FBk2 2' 0" 11 7/8" TJI® 210 1 1 FBk1 1' 6" 11 7/8" TJI® 210 1 1 FBk2 1' 6" 11 7/8" TJI® 210 1 4 FBk2 1' 0" 11 7/8" TJI® 210 1 3 FBk2 6" 11 7/8" TJI® 210 1 1 RBk1 1' 0" 11 7/8" TJI® 360 1 4 RBk2 1' 0" 11 7/8" TJI® 360 1 3 RBk2 6" 11 7/8" TJI® 360 1 1 LEVEL NOTES Current Date: 7/17/2019 File Name: 2019-1036CB.jvl Level Name: First FLoor System TJ-Pro Rating (Weighted Average): 38 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 33, joist = R20'(i2022) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 60, joist = F10'(i1952) Building Code - Design Methodology: IBC 2006 FLOOR Floor Container: FC1 Use/Occupancy: ResidentialLivingAreas Floor Area Loading is: 30.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: 38 Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF Perpendicular Partition: No Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No B1 A3 A3 A3 A3 E1 B1 B1 E1 B1 B1M3-3M2-2 TS3-2 M1-2 R20' R20' STRm1 STRm1 STRm1 STRm1 STRm1STRm1 STRm1STRm1STRm1STRm1FBk2FBk1 TS1 TS4M4-2 F4'F6'F6'F6'F6'1' 4 5/8"H2 H2 H2 H2 H2 1' 7 15/16" 1' 0" 2' 0" 1' 0" 4 5/8"2' 0"1' 0" 1' 4 5/8"TS3-2TS2 STRm1 H1H5 H13H13H13TS2 H6H2 H11H2 H11 H2 H4H3 H8H7H9 H2 H4R22'R36'F18' F10'FBk1FBk1FBk2RBk2 R18'RBk1Roof is assumed to be a truss roof system with all the roof loads being transferred to exterior walls. No roof loads have been applied to the interior walls for the design of this structure. Please verify roof truss system prior to construction. Design Loads Floor Loads Live Load = 40 psf Live Load = 30 psf (Sleeping Area only) Dead Load = 10 psf Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction.Top ofthe beam to be flushwith the top of the floor system.Girder TrussIndy Design Center 352 South County Road 300E Danville, IN 46122 Phone: 317-745-9984 FP Supply Indianapolis prepared these placement plans for the specificationof Trus Joistproductsbased on project information provided to us. This service issolelyintended for product application assurance; and, is not intendedto circumvent the need for a design professional as determined by thebuilding codes. The designer of record and/or builder/framer isresponsible to assure these drawings are compatible with the overall project.Architectural Drawings Prepared By: Pyatt BuildersStructural Drawings Prepared By:7/5/1984 Lumber 0707Kevin BeherPyatt BuildersTG 50Rev. By Date Comments Drawn By: CB Checked By: Date:7/16/2019 Tribeca 2019-1036CB Sheet of SYMBOL LEGEND Bearing Length Requirements Point Load (Operator Added) Line Load (Operator Added) Area Load (Operator Added) Beam by Others Detail Callout Label (See Framer's Pocket Guide) Non-Load Bearing Wall Joist Under Wall Above BBO A10'UWALack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. 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. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. 312" wide TJI® floor joist Top View 312" wide TJI® rim joist ® 134" minimum bearing at end support; 312" minimum at intermediate support TJI® Joist to Bearing Plate 1 14" TimberStrand® LSL or iLevel® 1 18" rim board or 134" wide TJI® rim joist: One 10d (0.128" x 3") nail into each flange 2 116" - 2 516" wide TJI® rim joist: One 16d (0.135" x 312") nail into each flange Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (0.113" x 212") nail each side. Drive nails at an angle at least 112" from end. 312" wide TJI® rim joist: Toe nail with 10d (0.128" x 3") nails, one each side of TJI® joist flange Rim to TJI® Joist Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (0.128" x 3") nail into each flange 1 14" TimberStrand® LSL or iLevel® 1 18" rim board. Also see detail B2 Locate rim board joint between joists. 134" minimum bearing *Conventional construction code minimum for use with A3 only. See iLevel Framer's Pocket Guide for A3.1-A3.3 installation specifications. Plate nail - 16d (312") box at 16" on-center* Floor panel nail - 8d (212") common at 6" on-center* A3 A3.2 A3.1 A3.3 Toe nail - 10d (3") box at 6" on-center* 118" iLevel™ or 114" TimberStrand® LSL rim board* When sheathing thickness exceeds 8", trim sheathing tongue at rim board Load bearing or shear wall above (must stack over wall below) Blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joist CS Load from above 2x4 minimum squash blocks 116" Top flange hanger H1 Face mount hanger Web stiffeners required if sides of hanger do not laterally support at least 38" of TJI® joist top flange 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. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails with TJI® joist depths greater than 16". With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. Second Floor System Scale: 1/4" = 1'0" 12/26/19 Mike Sheeks