Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ALB10 S100.0 First Floor System
11-7/8" TJI 19.2" oc spacing LEVEL NOTES Current Date: 7/30/2020 File Name: 2020-0871GLa Drees Indy ALB-10.jvl Level Name: First FLoor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 43 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 39, joist = R36'(i42390) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 69, joist = F12'(i42475) FLOOR Floor Container: FC11 Use/Occupancy: ResidentialLivingAreas Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Maximum Allowed Deflection: L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: 43 Directly Applied Ceiling: None Decking Attachment: Glue and Nail Decking Material: 23/32"x4'x8' OSB Sheathing (48/24) Perpendicular Partition: Varies Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No Framing Connector Summary PlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web Stiff H1 2 Simpson HUS1.81/10 Designed - No No No H2 1 Simpson IUS2.06/11.88 Designed - No No No H3 1 Simpson IUS2.06/11.88 Designed - No No Yes Products PlotID Length Product Plies Net Qty F20'-2 20' 0" 11 7/8" TJI 210 joist 2 4 F14' 14' 0" 11 7/8" TJI 210 joist 1 1 F12' 12' 0" 11 7/8" TJI 210 joist 1 2 F8' 8' 0" 11 7/8" TJI 210 joist 1 3 F6' 6' 0" 11 7/8" TJI 210 joist 1 10 F4'-2 4' 0" 11 7/8" TJI 210 joist 2 2 F4' 4' 0" 11 7/8" TJI 210 joist 1 18 F2' 2' 0" 11 7/8" TJI 210 joist 1 4 R38' 38' 0" 11 7/8" TJI 360 joist 1 1 R36' 36' 0" 11 7/8" TJI 360 joist 1 6 R34' 34' 0" 11 7/8" TJI 360 joist 1 6 R18' 18' 0" 11 7/8" TJI 360 joist 1 6 R16' 16' 0" 11 7/8" TJI 360 joist 1 4 X20' 20' 0" 11 7/8" TJI 560 joist 1 16 X18' 18' 0" 11 7/8" TJI 560 joist 1 5 TS1-2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 TS2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS3 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS5-3 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 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 15 Accessories PlotID Length Product Plies Net Qty 9 1/8" 7/8" x 2 5/16" Web Stiffeners 1 2 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 2 23/32"x4'x8' OSB Sheathing (48/24) 1 64 Blocking PlotID Length Product Plies Net Qty FBk1 1' 6" 11 7/8" TJI 210 joist 1 41 FBk2 1' 6" 11 7/8" TJI 210 joist 1 2 FBk1 1' 0" 11 7/8" TJI 210 joist 1 4 FBk2 1' 0" 11 7/8" TJI 210 joist 1 5 FBk1 6" 11 7/8" TJI 210 joist 1 1 FBk2 6" 11 7/8" TJI 210 joist 1 1 RBk1 1' 6" 11 7/8" TJI 360 joist 1 5 RBk1 1' 0" 11 7/8" TJI 360 joist 1 5 STBk1-2 1' 6" 1 1/8" x 11 7/8" TJ Rim Board 2 2 CS A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 B1 B1 A3 CS B1 CS CS B1 B1 B1B1B1 B1 A3 A3 CS CSCS CS CS CS CS B1 B1W Steel BeamDropped BBO TS1-2TS3TS2TS4 Toilet TS1-2CS Steel Beam Dropped BBO F4'-2STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 STRm1 TS5-3FBk1 R38'FBk1 FBk1 ShowerToiletX18'STRm1 FBk2 STBk1-2FBk1 CS CS F14'FBk1 FBk2FBk2 1' 7 3/16" 9 9/16" 1' 7 3/16" 1' 4" 9 5/8" 1' 4" 11' 7 1/2"6' 10 1/2" 5' 0" 2' 0"3' 0" 36' 4" 7' 0" 13' 11 1/2"3' 3 3/4" 5' 10" 3' 3 3/4" 6' 7" 11' 9 1/2"3' 7"12' 1"R18'RBk1 FBk1FBk1 STRm1 STRm16' 7" 18' 0" 20' 8"20' 0"6' 0"9 9/16" 1' 7 3/16" 9 5/8"H2 H3H1H1 CS57' 4"F20'-2X20'F20'-228' 9 1/2"STRm1RBk1 7" Holes F6' F6' F6' F2' X18' F12' F4' F4' F4' F8' R34'R34' R16'R16' R36'R36' X20'X20' R18'4' 6 1/2"Cantilever beam to pick up off-set point load Kitchen Island Mechanical Chase Hatch Legend TJI 210 TJI 360 TJI 560 Joists by Series Architectural Drawings Prepared By: Structural Drawings Prepared By:84 Lumber CompanyChandler McKayDrees IndyALB-10RevaBy DateGL 7/30/20CommentsAdded HVAC Holes per AitronDrawn By:GLChecked By: ModelLangdon QJob # 2020-0871GLa Sheet 1 of 2 A complete Javelin ® framing plan requires the Trus Joist Installation Guide See the Trus Joist Installation Guide for Product Trademark Information 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: 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, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. 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. First Floor System Scale: 1/4" = 1'0"These placement plans have been developed for the specificationof products based on project information provided. This service is solelyintended for product application assurance; and, is not intended tocircumvent the need for a design professional as determined by thebuilding code. The designer of record and/or builder/framer is responsibleto assure these drawings are compatible with the overall project.09/11/20