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HomeMy WebLinkAboutALB14- S200.0 Second Floor Flooring System 11-7/8" TJI 19.2" oc spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web Stiff H1 1 Simpson HB3.56/11.88 Designed - No No No H2 7 Simpson HUS1.81/10 Designed - No No No H3 2 Simpson HGLTV3.514 Designed - No No No H4 2 Simpson HGU3.63/11-SDS Designed - No No No H5 42 Simpson IUS2.06/11.88 Designed - No No No H6 9 Simpson ITS2.06/11.88 Designed - No No No H7 9 Simpson IUS2.37/11.88 Designed - No No No H8 20 Simpson IUS3.56/11.88 Designed - No No No H9 6 Simpson ITS2.37/11.88 Designed - No No No H10 1 Simpson ITS3.56/11.88 Designed - No No No H12 1 Simpson SUL2.1/11 Designed 45 (L) No No Yes H13 1 Simpson SUL1.81/11 Designed 45 (L) No No No H14 22 Simpson IUS2.06/11.88 Designed - No No Yes Products PlotID Length Product Plies Net Qty F18' 18' 0" 11 7/8" TJI 210 joist 1 8 F16' 16' 0" 11 7/8" TJI 210 joist 1 11 F14' 14' 0" 11 7/8" TJI 210 joist 1 8 F8' 8' 0" 11 7/8" TJI 210 joist 1 3 F6' 6' 0" 11 7/8" TJI 210 joist 1 2 F4' 4' 0" 11 7/8" TJI 210 joist 1 7 F2' 2' 0" 11 7/8" TJI 210 joist 1 43 R34' 34' 0" 11 7/8" TJI 360 joist 1 5 R24'-2 24' 0" 11 7/8" TJI 360 joist 2 4 R20' 20' 0" 11 7/8" TJI 360 joist 1 6 R18' 18' 0" 11 7/8" TJI 360 joist 1 2 X20' 20' 0" 11 7/8" TJI 560 joist 1 17 M1-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 4 M2-2 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4 TS1-2 38' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS6-3 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TS5-2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 6 TS4 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS7 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 TS8 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS9-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS11-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS10 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS12 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 TS13 2' 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 13 Accessories PlotID Length Product Plies Net Qty 1' 0" 1' x 11 7/8", 3/4" Cantilever Reinforcement 1 2 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 46 23/32"x4'x8' OSB Sheathing (48/24) 1 71 Blocking PlotID Length Product Plies Net Qty FBk1 2' 0" 11 7/8" TJI 210 joist 1 1 FBk1 1' 6" 11 7/8" TJI 210 joist 1 55 FBk2 1' 6" 11 7/8" TJI 210 joist 1 5 FBk1 1' 0" 11 7/8" TJI 210 joist 1 2 FBk2 1' 0" 11 7/8" TJI 210 joist 1 1 FBk2 6" 11 7/8" TJI 210 joist 1 1 LEVEL NOTES Current Date: 4/14/2020 File Name: 2020-0586gla drees indy alb-14.jvl Level Name: Second Floor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 46 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 39, joist = R24'-2(i33805) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 74, joist = F8'(i33814) FLOOR Floor Container: FC10 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: 46 Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material: 23/32"x4'x8' OSB Sheathing (48/24) Perpendicular Partition: No Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No CS CS A3A3 A3 A3 A3 A3 A3 B1 A3 E1 E1 E1B4 A3 E1E6 E1 TS9-2 Dropped 2x Header M2-2M2-22x Header TS7 TS7 Dropped 2x Header TS11-2 TS12TS10 TS5-2Garden Tub Toilet Shower TS2-2 TS6-3 2' 7 1/2"13' 5" 2' 8 1/2" 18' 9" 13' 11 1/2"12' 5 1/2" F6'F6'F4'F16'F16'STRm1STRm1STRm1STRm1STRm1STRm1 STRm1 STRm1 STRm1 STRm1 STRm1STRm1 STRm1 STRm1 STRm1 FBk1FBk2 FBk1 STRm1STRm17' 0" Shower Toilet Tub Toilet 9' 11"8' 3"3' 10 1/2"TS81' 7 3/16" 1' 8 3/16" 3' 1"12' 9 7/8" 12' 1" 7" Holes 33' 8 1/2"5' 7 1/2"H2 H2 H2HO2 6' 0"M1-2M1-2Flush Girder TrussH10H6 STRm1 5' 5"9' 10" 1' 0"STRm1 STRm1FBk1 TS1-2H1TS12H13H12 TS3TS4 H2 TS13H5H2 H2STRm1STRm11' 4 7/16"1' 9 15/16"FBk1FBk1FBk1H5 H5H2H5 1' 7 3/8" 1' 7 3/16" CS CS H3 H31' 2 13/16"TS5-2H41' 7 3/16" 4 3/8"TS5-2H41' 10 1/2"37' 8 1/2"29' 2" 12' 0" F16' F16'F16' R18' F14' F8' F4' F18' X20' R34' R24'-2 R20'F2'F2'F2' H5 H5 H6 H6 H8H14 H5 H7 H7 H5H5 H8 H8 H9 Supports point load from girder truss above. Cantilever the 3 ply beam past bearing wall. DO NOT hang the 3 ply beam from the 2 ply beam. Cantilever beam for hanger attachment Approx. drain location. Please field verify. Notice change of spacing 7.5" of bearing required Kitchen Island Mechanical Chase Hatch Legend TJI 210 TJI 360 TJI 560 Joists by Series Architectural Drawings Prepared By: Structural Drawings Prepared By:Drees Homes - IndianapolisALB-14RevaBy DateGL 4/9/20CommentsAdded HVAC holes per AirtronDrawn By:GLChecked By: ModelLangdon QJob # 2020-0586GL Sheet 2 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.Second 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.05/14/20 Mike Sheeks