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HomeMy WebLinkAboutM002.0 - EWP LAYOUTIndianapolis Design Center352 South County Road 300 EDanville, IN  46122317-745-9984These placement plans have been prepared with the specifications of TrussJoist products based on project information provided. This service is solely intended for product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project. These documents are not intended to replace the building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design.  Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By:Structural Drawings Prepared By:84 Lumber FranklinKevin BeherPyatt BuildersTG43Rev.ByDateCommentsDrawn By:JRChecked By:Date:DW2/2/2022Berkeley Sheet 1 of 1 Main Floor System Not to Scale Confirm this layout with the builder and designer of record.  Make sure all discrepencies are corrected before ordering floor system. All Dimensions are Approximate and Must Be Field Verified. 11 7/8" TJI Joists 24" O.C. Spacing 11 7/8" TJI Joists 24" O.C. SpacingFraming Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 1 Simpson U14 Designed 14- 10dx1.5 -6- 10dx1.5 --2 No Yes H2 10 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- 10dx1.5 --No No Yes H3 9 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --2 No No H4 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No H5 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- 10dx1.5 --2 No Yes H6 1 Simpson U14 Designed 14- 10dx1.5 -6- 10dx1.5 --No No Yes H9 4 Simpson IUS2.37/11.88 Designed 10- 10d -2- Strong-Grip --No No No H10 4 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No Products PlotID Length Product Plies Net Qty FJ101 28' 0" 11 7/8" TJI 110 joist 2 2 FJ102 26' 0" 11 7/8" TJI 110 joist 1 8 FJ103 14' 0" 11 7/8" TJI 110 joist 1 8 FJ104 12' 0" 11 7/8" TJI 110 joist 1 5 FJ105 10' 0" 11 7/8" TJI 110 joist 1 3 FJ106 6' 0" 11 7/8" TJI 110 joist 1 4 FJ107 4' 0" 11 7/8" TJI 110 joist 1 7 FJ108 2' 0" 11 7/8" TJI 110 joist 1 1 FJ109 28' 0" 11 7/8" TJI 360 joist 1 1 FJ110 18' 0" 11 7/8" TJI 360 joist 1 9 FJ111 12' 0" 11 7/8" TJI 360 joist 1 1 BM101 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2 BM102 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM103 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM104 10' 0" 1 3/4" x 9 1/4" 2.0E Microllam LVL 2 2 BM105 4' 0" 1 3/4" x 9 1/4" 2.0E Microllam LVL 2 4 BM106 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM107 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM108 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 Ca101 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 7 Blocking PlotID Length Product Plies Net Qty Bk102 2' 0" 11 7/8" TJI 110 joist 1 18  LEVEL NOTES  Current Date: 2/8/2022  File Name: tg43_2200211.jvl  Level Name: Second Floor System  Building Code - Design Methodology: IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average): 48     Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 38, joist = FJ110(i8729)     Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 60, joist = FJ105(i8739)  FLOOR  Floor Container: FC6  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: 48      Directly Applied Ceiling: Gypsum 1/2"      Decking Attachment: Glue and Nail      Decking Material: 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF      Perpendicular Partition: No      Strapping at max 8' o.c.: None      Blocking at max 8' o.c.: No      Poured Flooring: No E1 B1 B1 B4 B1 B1 A3 A3 A3 A3 A3 H2 H2 H2 H2 H2 E1 A3 CS CS B3W CS BM103BM102BM104BBO10 BM101BM106 BM107 VO1 VO2 VO3 VO4 FJ110 FJ110 FJ101 FJ111 FJ110 FJ104 FJ110 FJ104 FJ110 FJ104 FJ110 FJ104 FJ110 FJ109 FJ105 FJ106 FJ105 FJ106 FJ102 FJ102 FJ103 FJ103 FJ102 FJ102 FJ102 FJ102 FJ102 FJ102 FJ103 FJ103 FJ103 Ca101 Ca101 Ca101Ca101Ca101Ca101Ca101Ca101Ca101 Ca101 Bk102FJ103 FJ103 FJ103 1' 0" 2' 0" 2' 0" 1' 0" FJ106FJ106FJ108 FJ107 FJ1051' 0" 2' 0" 1' 0" FJ110 FJ107FJ107FJ107FJ107FJ1072' 0" Bk102Bk1022' 0" 5' 1 15/16"10' 2 1/16" 10' 0 1/2" 7' 10"3' 0" Bk102Bk1025' 0" 1' 2 1/16"1' 5 1/2"1' 0 1/8"1' 7 3/4"FJ107BM108 Ca101FJ104 H5H5H5H5H5H510 3/16"H2 H2 H2 H2 H2 H2 H6 H2BM105H2 H2BM10510' 4"17' 8"24' 10 1/2"3 1/2"23' 1 1/2"12' 6"4' 0" 12' 8"30' 8"26' 4"CS H9 H9 H10 H10 H3 H3H3 H2 H3 FJ110H9 Ca101H3 H10 H9 8"2' 0" 1' 4"H3 H3 H3 H1H3H4 H4 H4 H4 H4 H10 An additional 8 PSF area dead load has been added to account for tile load MBA on this floor. There are different joist series of the same depth specified on this floor system.  Verify when installing that the proper TJI® joists are used in the appropriate area. Bottom of the beam to be flush withthe bottom of the floor system.