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Home My WebLink AboutM002.0 - 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 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 BuildersTG68BRev.ByDateCommentsDrawn By:JRChecked By:Date:DW01/18/2022Stockbridge 2200088 Sheet 1 of 1 Second Floor System Confirm this layout with the builder and designer of record. Make sure all discrepencies are corrected before ordering floor system. 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 2 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - -2 No Yes H201 1 Simpson HGUS5.50/10 Designed 46- 16d - 16- 16d - -No No No H202 9 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - -No No Yes H203 4 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - -2 No No H204 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - -No No No H205 1 Simpson IUS3.56/11.88 Designed 12- 10dx1.5 - 2- 10dx1.5 - -No No Yes H206 1 Simpson IUS3.56/11.88 Designed 12- 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 5 FJ203 16' 0" 11 7/8" TJI 110 joist 2 2 FJ202 16' 0" 11 7/8" TJI 110 joist 1 1 FJ204 14' 0" 11 7/8" TJI 110 joist 1 8 FJ205 12' 0" 11 7/8" TJI 110 joist 1 2 FJ206 6' 0" 11 7/8" TJI 110 joist 1 2 FJ207 4' 0" 11 7/8" TJI 110 joist 1 3 BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM202 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM203 4' 0" 1 3/4" x 9 1/4" 2.0E Microllam LVL 2 8 BM204 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM205 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 BM206 10' 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 4 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 4 LEVEL NOTES Current Date: 1/24/2022 File Name: tg68b_2200088.jvl Level Name: Second Floor System Building Code - Design Methodology: IBC 2006 Members with Design Overridden: TJ-Pro Rating (Weighted Average): 49 Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 41, joist = FJ202(i3715) Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 68, joist = FJ205(i3740) 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: 49 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 B1 B4 B1 A3 A3 A3 A3 H2 H2 H2H2 BBO3BM203BBO6 VO1 VO2 BM202 BM205BM201BM204 FJ201 FJ201 FJ201 FJ201 FJ205 FJ207 FJ201 FJ203 FJ202 FJ204 FJ204 FJ204 FJ204 FJ204 FJ204 FJ204 FJ204 Ca201 Ca201 Ca201 Ca201 Ca201Ca201Ca201Ca201FJ206 Bk201FJ206FJ207FJ207FJ205 BBO9 BBO11 H203 H204H202 1' 0"2' 0"1' 0"2' 11 5/16" 2' 0" 8 7/16"1' 0"35' 3 1/4"2' 4 3/8" 7' 1 7/8"H201H1H203H1H203H206H205 H203 H204 H204 BM203H202 BM203 BM203H202 H202 H202 BM206H202 H202 H202 H202 03/01/22