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HomeMy WebLinkAboutS900-SECOND FLOOR LAYOUT Start Spacing 19.2" O.C. Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Backer Blks Filler Web Stiff H1 12 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No No H2 10 Simpson IUS1.81/14 Designed 12- 10dx1.5 - 2- Strong-Grip - 2 No No H3 67 Simpson IUS1.81/14 Designed 12- 10dx1.5 - 2- Strong-Grip - No No No H4 4 Simpson IUS2.37/14 Designed 12- 10dx1.5 - 2- Strong-Grip - No No No H5 2 Simpson IUS2.37/14 Designed 12- 10dx1.5 - 2- Strong-Grip - 2 No No H6 1 Simpson SUR1.81/14 Designed 20- 10dx1.5 - 2- 10dx1.5 45 (R) No No No H7 1 Simpson U14X SKR45 Designed 14- 10dx1.5 - 6- 10dx1.5 45 (R) No No No H8 1 Simpson SUL1.81/14 Designed 20- 10dx1.5 - 2- 10dx1.5 45 (L) No No No Products PlotID Length Product Plies Net Qty C42' 42' 0" 14" TJI 110 joist 1 1 C36' 36' 0" 14" TJI 110 joist 1 7 C20' 20' 0" 14" TJI 110 joist 1 1 C18' 18' 0" 14" TJI 110 joist 1 6 C16' 16' 0" 14" TJI 110 joist 1 10 C14' 14' 0" 14" TJI 110 joist 1 2 C12' 12' 0" 14" TJI 110 joist 1 8 C4' 4' 0" 14" TJI 110 joist 1 45 CBk1 2' 0" 14" TJI 110 joist 1 25 S24'-2 24' 0" 14" TJI 360 joist 2 2 S20' 20' 0" 14" TJI 360 joist 1 13 S10' 10' 0" 14" TJI 360 joist 1 2 M2-2 24' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 2 4 M1 24' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 2 M4-2 20' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 2 2 M3 20' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 2 M5-2 18' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 2 2 M7-3 14' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 3 6 M6 14' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 3 M8 12' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 1 M9 8' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 1 M10 6' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 3 M11 4' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 1 5 RM1 16' 0" 1 1/8" x 14" TJ Rim Board 1 14 Total Lengths Length Product 936' 0" 14" TJI 110 joist 328' 0" 14" TJI 360 joist 444' 0" 1 3/4" x 14" 2.0E Microllam LVL (WSO) 224' 0" 1 1/8" x 14" TJ Rim Board LEVEL NOTES Current Date: 1/12/2023 File Name: 2023-0176lh, drees indy, iga-576.jvl Level Name: 2nd-Floor Framing Building Code - Design Methodology: IBC 2018 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 45 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 37, joist = C18'(i17795) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 68, joist = C12'(i17801) FLOOR Floor Container:FC5 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:45 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:No Strapping at max 8' o.c.:None Blocking at max 8' o.c.:No Poured Flooring:No Start Spacing 19.2" O.C.W WW E1 E1 B4 B4 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3A3 A3 A3 H2 CS CS E1 E1W E1 E1W E1 E1W E1 B1W A3 A3W A3W A3 A3 H2H2 H2 CS CS CS CSM1M1M7-3 M6M8 M6 BBO46RM1 RM1RM1 RM1 RM1 RM1 RM1 RM1 CBk1S10'C42'S24'-2RM1 S20'RM1RM1 C20'Toilet Shower Tub Tub Toilet M11 BBO60M11 M4-2BBO55 CS CS CS M5-2CS Shower ToiletRM1RM1 RM1RM1 38' 5"11' 3 1/2" 3' 0"2' 10"13' 5"2' 11"M1012' 0" M11M11 BBO59 H1 H1 M6 M7-3M9 11' 11 1/2" RM1 RM1M2-2M11RM1 M2-2M10RM1RM1H1H437' 6"C4'CBk1CBk1H6 H7CBk1 CBk1 RM1H129' 1 1/2" 3' 5 3/8"11' 11 1/2"H1H1 19' 7 1/2"10' 11"5' 0"5' 0"14' 5" 33' 2"M3CS RM1H1 M10H1 H1 H1H11' 5 3/16" 1' 9 3/16" 1' 3 3/16" 1' 7 3/16"9 5/8" 1' 1 5/8" H1H4C4' H4S10'C4' M31' 7 3/16"1' 9 1/2" H2 H5H4H2H5 H8C4' C4' C36'C4'C4'C4'C16'C18' C18' C14' C12' H3 H3H3 H3 H3H3 H2H3H3 H3H3H3 S20'S20'H3Extended floor joists to bear on exterior wall: Prints show different. Verify prior to construction, i will change as needed. Floor closure adjusted here to avoid toilet plumbing drop:This wall needs to be bearing to support roof trusses above: Verify if possible TJI 110 TJI 360 TJI 560 Joists by Series Mechanical Chase Kitchen Island Hatch Legend Architectural Drawings Prepared By:Structural Drawings Prepared By:RevByDateCommentsDrawn By:Checked By:Release Date:Job # 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 1 1 4" 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.01/26/23