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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 BuildersTG-39Rev.ByDateCommentsDrawn By:JRChecked By:Date:DW12/21/2021Tribeca 2102487 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 19.2" 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 HSUL410 Designed 20- 16d -6- 16d 45 (L)-No No No H3 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- 10dx1.5 --2 No Yes H4 4 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- 10dx1.5 --No No Yes H5 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --2 No No H6 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No H7 1 Simpson SUL1.81/11 Designed 16- 10dx1.5 -6- 10dx1.5 45 (L)-No No Yes H8 1 Simpson SUR1.81/11 Designed 16- 10dx1.5 -6- 10dx1.5 45 (R)-No No No Products PlotID Length Product Plies Net Qty FJ1 18' 0" 11 7/8" TJI 110 joist 1 8 FJ2 10' 0" 11 7/8" TJI 110 joist 1 2 FJ3 6' 0" 11 7/8" TJI 110 joist 1 1 FJ4 4' 0" 11 7/8" TJI 110 joist 1 5 FJ5 36' 0" 11 7/8" TJI 360 joist 1 2 FJ6 20' 0" 11 7/8" TJI 360 joist 2 2 FJ7 18' 0" 11 7/8" TJI 360 joist 1 7 FJ8 22' 0" 11 7/8" TJI 560 joist 1 6 FJ9 20' 0" 11 7/8" TJI 560 joist 1 1 FJ10 18' 0" 11 7/8" TJI 560 joist 1 2 BM1 20' 0" 1 3/4" x 18" 2.0E Microllam LVL 2 2 BM2 10' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 4 BM3 4' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 6 BM4 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM5 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM6 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM7 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Ca1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10 Blocking PlotID Length Product Plies Net Qty Bk1 2' 0" 11 7/8" TJI 110 joist 1 30  LEVEL NOTES  Current Date: 12/21/2021  File Name: TG39_2102487.jvl  Level Name: Second Floor System  Building Code - Design Methodology: IBC 2006  Members with Design Overridden:  TJ-Pro Rating (Weighted Average): 38     Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 30, joist = FJ8(i1613)     Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 65, joist = FJ2(i1628)  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: 38      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 A3 A3 A3 H2 B1W B1 E1 BM4 BM1 BM2BM2BBO5 BM3BM3BM3BM5 BBO31BBO12 BBO13BBO18BBO30FJ8 FJ8 FJ8 FJ8 FJ8 FJ6 FJ5 FJ9 FJ5 FJ7 FJ7 FJ7 FJ7 FJ7 FJ10 FJ1 FJ1 FJ1 FJ1 FJ1 FJ1 FJ1 FJ1 FJ2 FJ2 Ca1 Ca1 Ca1 Ca1 Ca1 Ca1Ca1Ca1Ca1Ca1Bk1Bk1Bk1FJ8 H2FJ4FJ4FJ4FJ4FJ4H4H4H4BM6H7BM7 H1H8 FJ3Bk1 VO1 VO2 VO3 VO4 2' 0" 2' 0" 1' 0" 2' 0" 2' 4"1' 6 3/4"8' 11 15/16"5 11/16"11 15/16"1' 1"BBO42H4Ca1 H3 H6H5 FJ7 FJ10 FJ7 1' 0" 2' 0" 1' 0" 8"11 3/4"2' 5 1/4"Flush beam depth greater than floor joist depth. Verify allloading and framing conditions prior to construction.