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HomeMy WebLinkAboutM002.0Indianapolis 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 intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project. These documents are not intended to replacethe 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 BuildersTG174Rev. By Date CommentsDrawn By:JRChecked By: Date:DW 11/18/2021Chelsea 26941 Sheet 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. Spacing Framing Connector Summary PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff H1 2 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H3 2 Simpson HUCQ410-SDS Designed 12- SDS25212 - 6- SDS25212 - - No No No H4 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes H5 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No H6 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - No No No H8 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes H9 7 Simpson MIU2.37/11 Designed 20- 10dx1.5 - 6- 10dx1.5 - - No No Yes Products PlotID Length Product Plies Net Qty FJ101 18' 0" 11 7/8" TJI 110 joist 1 6 FJ102 16' 0" 11 7/8" TJI 110 joist 1 3 FJ103 12' 0" 11 7/8" TJI 110 joist 1 3 FJ104 10' 0" 11 7/8" TJI 110 joist 1 2 FJ105 4' 0" 11 7/8" TJI 110 joist 1 8 FJ106 36' 0" 11 7/8" TJI 360 joist 1 2 FJ107 26' 0" 11 7/8" TJI 360 joist 1 2 FJ108 18' 0" 11 7/8" TJI 360 joist 1 7 FJ109 16' 0" 11 7/8" TJI 360 joist 1 2 FJ110 22' 0" 11 7/8" TJI 560 joist 1 4 FJ111 16' 0" 11 7/8" TJI 560 joist 1 2 BM101 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2 BM102 16' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM103 20' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 2 BM104 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 6 BM105 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM106 6' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM107 4' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 8 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 10 Blocking PlotID Length Product Plies Net Qty Bk101 2' 0" 11 7/8" TJI 110 joist 1 10   LEVEL NOTES   Current Date:   11/19/2021   File Name:   tg174_26941.jvl   Level Name:   Second Floor System   Building Code - Design Methodology:   IBC 2006   Members with Design Overridden:   TJ-Pro Rating (Weighted Average):   47         Minimum Level TJ - Pro Rating & Joist:   TJ-Pro rating = 34, joist = FJ107(i984)         Maximum Level TJ - Pro Rating & Joist:   TJ-Pro rating = 62, joist = FJ101(i923)   FLOOR   Floor Container:   FC7   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:   47           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 B4 A3 A3 A3 A3 A3 A3 A3 A3 H2 H2H2 H2 H2 H2 B3W BBO7BBO47 BM107BM107BM103 BM101 BBO48 BM106 FJ104 FJ106 FJ110 FJ110 FJ110 FJ110 FJ106 FJ101 FJ101 FJ102 FJ102 FJ101 FJ101 FJ103 FJ103 FJ103 Ca101 Ca101 Ca101 Ca101Ca101Ca101Ca101 Ca101FJ105FJ105FJ105FJ105FJ105FJ101 FJ104FJ105 Bk101 FJ105FJ105FJ107 FJ107 Ca101FJ109 FJ111 FJ109 FJ102 Bk101Ca101 Ca101FJ108 FJ108 FJ108 FJ108 FJ108 FJ108 Bk101 Ca101 Ca101Ca101 4 7/8"VO2 VO3 VO4 VO5 1' 0"1' 9 1/8" 1' 2 7/8" BM1086' 0"1' 0" 2' 0" 1' 0" 1' 1 1/4"9"5' 2 1/2" 2' 0" 8' 8 1/2"1' 0 5/16"5' 9 7/8"2' 4 1/2"8 9/16"BM102BM104 BM104BM105H8 H6 H6H6H6H5H6H5 H1 H1 FJ108 Ca101H3 H3H5H5 H4 H5 H9 H9 H9 H9 H9 H9 H9 BM107FJ101BM107 FJ111 1' 0"2' 0" 1' 0" Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. An additional 8 PSF area dead load has been added to account for tile load in the 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. Flush beam depth greater than floor joist depth. Verify all loading and framing conditions prior to construction. Beam must be flush. 12/09/21