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HomeMy WebLinkAboutIGA536 Second Floor System Start Spacing 19.2" O.C. Start Spacing 19.2" O.C.Framing Connector Summary PlotIDQty Manuf Product Design Method Face Nails Top Nails Member Nails SkewBacker Blks Filler Web Stiff H1 2 Simpson HHUS410 Designed 30- 10d - 10- 10d - No No No H2 5 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No No H3 4 Simpson IUS2.06/14 Designed 12- 10dx1.5 - 2- 10dx1.5 - No No Yes H4 37Simpson IUS2.06/14 Designed 12- 10dx1.5 - 2- Strong-Grip - No No No H5 13 Simpson IUS2.06/9.5 Designed 8- 10dx1.5 - 2- 10dx1.5 - No No Yes H6 1 Simpson LGU3.63-SDS H=13.938 Designed 16- SDS25212 - 12- SDS25212 - No No No Products PlotIDLength Product Plies Net Qty G38' 38' 0" 14" TJI 210 joist 1 7 G24' 24' 0" 14" TJI 210 joist 1 8 G22' 22' 0" 14" TJI 210 joist 1 5 G20' 20' 0" 14" TJI 210 joist 1 17 G18' 18' 0" 14" TJI 210 joist 1 17 G10' 10' 0" 14" TJI 210 joist 1 5 G8' 8' 0" 14" TJI 210 joist 1 2 G6' 6' 0" 14" TJI 210 joist 1 4 G4' 4' 0" 14" TJI 210 joist 1 2 GBk1 2' 0" 14" TJI 210 joist 1 28 G2' 2' 0" 14" TJI 210 joist 1 14 M1-2 20' 0" 1 3/4" x 20" 2.0E Microllam LVL 2 2 M2-2 22' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)2 2 M3-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 6 M4 18' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)1 1 M5-2 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 M5-2 14' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)2 2 M6-2 12' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 M7 8' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 1 M9-2 6' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 M8 6' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)1 2 M10 2' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO)1 1 TS1-3 6' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 3 3 RM1 16' 0" 1 1/8" x 14" TJ Rim Board 1 11 Total Lengths Length Product 1396' 0" 14" TJI 210 joist 40' 0" 1 3/4" x 20" 2.0E Microllam LVL 120' 0" 1 3/4" x 14" 2.0E Microllam LVL 44' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 18' 0" 1 3/4" x 14" 1.55E TimberStrand LSL 176' 0" 1 1/8" x 14" TJ Rim Board LEVEL NOTES Current Date: 4/21/2021 File Name: 2021-0514lh, drees indy, iga-536.jvl Level Name: 2nd-Floor Framing Building Code - Design Methodology: IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 50 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 43, joist = G20'(i21514) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 71, joist = G10'(i21460) FLOOR Floor Container: FC29 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: 50 Directly Applied Ceiling: Gypsum 1/2" Decking Attachment: Glue and Nail Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition: No Strapping at max 8' o.c.: None Blocking at max 8' o.c.: No Poured Flooring: No Start Spacing 19.2" O.C. CS CS E1 E1 B4 B4 A3 A3 A3 A3 A3 A3 A3 A3 E1 E1 CS CS B4 B1 TS1-3 Dropped Steel BeamM5-2Dropped LVL M1-2 Dropped LVL BeamShower Dropped 2x HeaderDropped BBOShower CS M3-2 M9-2M3-2 Toilet RM1RM1 RM1 RM1RM1RM1 GBk1 RM1RM1RM1 RM1 G24'GBk1GBk1 GBk1M6-2 Dropped BBO Dropped LVL Beam M2-2Dropped 2x header Toilet M3-2 Tub Toilet M7Tub M5-2 M10G10'GBk1RM1 RM1 RM1M8 M8H2H2H1 M4 H1 GBk1H2 H214' 8" 7' 5 1/2" 13' 2" 52' 2"11' 9" 10' 11 1/2" 3' 2 1/2" 7' 11" 2' 4 1/2" 21' 8 1/2"11' 0" 22' 3 1/2"1' 4" 3' 0"1' 8" 15' 10 1/2"20' 3"18' 5" 19' 3" 15' 10 1/2"H610' 6 1/2"H2GBk1 G20'G20'G20' G18' G10'G38'G24' G22'G2'G6'H4H4 H4H4 H4 H4 H4 H3 H5G4'H4H4G8'2' 0 1/2" Mechanical Chase Kitchen Island Hatch Legend TJI 110 TJI 210 TJI 230 TJI 360 TJI 560 Joists by Series Architectural Drawings Prepared By: Structural Drawings Prepared By:Drees HomesIGA-536 - Monticello "C"Rev By Date CommentsDrawn By:LHChecked By: Release Date:4/21/2021Job # 2021-0514LH 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. Flat blocking panels between each joist. Nail to top plate with connections equivalent to floor panel schedule. Less than 5" E9 118" TJ ® Rim Board or 114" TimberStrand® LSL. Attach to joist with one 10d (0.131" x 3") nail at top and bottom flanges. Nail rim to blocking panel and blocking panel to plate with connections equivalent to floor panel schedule. TJI® Joist WARNING Joists are unstable until laterally braced Safety bracing required during installation 2'-0" Max 2"2x6(min) or 1-18" x 4-1/2" (min) TJ® rim board nailed to top plate w/8d (0.113" x 2-3/8") nails at 6" o/c at panel edges and in field. Block must be full length between joists and tight to each flange 2416 span rated sheathing (716" min). Attach with 8d (0.113" x 2-38") nails at 6" o.c. along panel edges and field. Use pressure treated plywood for ground level cantilevers 1-18" TJ® rim board to match joist depth Lateral load transfer of detail = 220 PLF. Additional connections may be required to transfer loads from wall above 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.05/12/21