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Home My WebLink AboutM002.0Indianapolis 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 FranklinKeven BeherPyatt BuildersTG63ARev.c.ByDatedw10/07/21Commentsnew plan revisions.Drawn By:DWChecked By:Date:CM08/24/2022Georgetown Sheet 1 of 1 Second 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. 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 HHUS410 Designed 30- 10d - 10- 10d - -No No No H201 7 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - -2 No No H202 8 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - -No No No H203 6 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - -No No Yes H204 4 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip -- No No No Products PlotID Length Product Plies Net Qty FJ201 18' 0" 11 7/8" TJI 110 joist 1 1 FJ202 12' 0" 11 7/8" TJI 110 joist 1 1 FJ203 4' 0" 11 7/8" TJI 110 joist 1 5 FJ204 2' 0" 11 7/8" TJI 110 joist 1 2 FJ205 30' 0" 11 7/8" TJI 360 joist 1 6 FJ206 20' 0" 11 7/8" TJI 360 joist 1 3 FJ207 18' 0" 11 7/8" TJI 360 joist 1 4 BM201 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM202 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 BM203 6' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2 BM204 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM205 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM206 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM207 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM208 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 5 LEVEL NOTES Current Date: 10/7/2021 File Name: tg180a_23738c.jvl Level Name: Second Floor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 37 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 35, joist = FJ206(i3715) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 53, joist = FJ202(i3718) FLOOR Floor Container: FC1 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: 37 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 A3 A3 A3 H2 H2 H2 H2 H2 BM204 BM202BM206BM203BM201 BM205 BM208 H1 VO1 VO2 FJ203 FJ203 FJ201 FJ207 FJ207 FJ207 FJ205 FJ205 FJ205 FJ205 FJ205 FJ205 FJ206 FJ206 FJ206 FJ202 Ca201 Ca201 Ca201 Ca201 Ca201Ca201FJ203H201FJ203H201H202FJ203 H202 H201 H202 H201 FJ207 FJ204FJ204H201H201 H201 H202 Ca201H202H202H202H202H204 H204 H204 H204 BBO3 1' 0"2' 0"1' 0"1' 0"2' 0"1' 0"1' 3 1/16"1' 5"5' 1 3/4"2' 0"4' 9 3/8"10' 11 1/4" 2' 0 7/8" 11' 9 3/8" H203 H203 BM207H203 H203 H203 H203 09/29/22