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HomeMy WebLinkAbout842 Auman West Dr- S010.0 First Floor System Start Spacing 19.2" OC Spacing Start Spacing 19.2" OC Spacing Framing Connector Summary PlotIDQty Manuf Product Design Method Face Nails Top Nails Member Nails SkewBacker Blks Filler Web Stiff H1 2 Simpson HUS1.81/10Designed 30- 10d - 10- 10d - No No No H2 1 Simpson IUS2.06/14 Designed 12- 10dx1.5- 2- Strong-Grip - No No No Products PlotIDLength Product Plies Net Qty G22' 22' 0" 14" TJI 210 joist 1 7 G20' 20' 0" 14" TJI 210 joist 1 13 G18' 18' 0" 14" TJI 210 joist 1 1 G16' 16' 0" 14" TJI 210 joist 1 6 G14' 14' 0" 14" TJI 210 joist 1 7 G2' 2' 0" 14" TJI 210 joist 1 10 GBk1 2' 0" 14" TJI 210 joist 1 14 S22' 22' 0" 14" TJI 360 joist 1 9 S20' 20' 0" 14" TJI 360 joist 1 3 S18' 18' 0" 14" TJI 360 joist 1 2 TS1-2 22' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 2 2 TS2 20' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 1 TS3 6' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 5 TS4 4' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 1 2 RM1 16' 0" 1 1/8" x 14" TJ Rim Board 1 12 Total Lengths Length Product 674' 0" 14" TJI 210 joist 294' 0" 14" TJI 360 joist 102' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 192' 0" 1 1/8" x 14" TJ Rim Board LEVEL NOTES Current Date: 5/6/2020 File Name: 2020-0589ccb - drees indy - iga-489.jvl Level Name: 1st-Floor Framing Building Code - Design Methodology: IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 43 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 40, joist = G20'(i15012) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 57, joist = G18'(i14892) FLOOR Floor Container: FC1 Use/Occupancy: ResidentialLivingAreas Floor Area Loading is: 40.0 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: 43 Directly Applied Ceiling: None Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition: Varies Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No A3 A3 A3 A3 A3 A3 A3A3 A3 A3 A3 B4 A3 A3 CS CS CSCS CS Steel Beam Steel Beam TS3TS2TS4TS3TS3 TS3 TS3G18'RM1RM1RM1RM1RM1 RM1RM1RM1RM1RM1RM1 RM1 RM1 RM1 RM1 RM1 RM1 RM1 GBk1 RM1 RM1 TS4RM1 H1 H2H1 TS1-2Toilet GBk1 GBk1 CS 1' 5"1' 7 3/16"1' 2"19' 2 1/2" 16' 9" 11' 3 1/2"2' 0"16' 1 1/2" 7' 5 1/2"13' 8" 37' 3"3' 10 1/2" 3' 7"4' 4 1/2"6' 4 1/2"11' 8 1/2" 5' 2" 11' 5 1/2" 18' 11" 12' 0"18' 10"7" Holes 7" Holes G14' G14' G16' S18' G22' G20' S20' S22' G2' Cantilever I-Joists to pick up off-set bearing wall above TJI360's require 3.5" of bearing at steel beam Bearing Walls Required Off-set I-Joists to cantilever above. Floor Load: Live Load = 40 psf Dead Load = 10 psf TJI 110 TJI 210 TJI 230 TJI 360 TJI 560 Joists by Series Architectural Drawings Prepared By: Structural Drawings Prepared By:84 Lumber CompanyBelleville : Elev GDrees HomesIGA-489RevaBy DateGL 5/6/20CommentsAdded HVAC Holes per AirtronDrawn By:CCBChecked By: Release Date:4/14/2020Job # 2020-0589CCB 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.05/27/20 William Hohlt