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HomeMy WebLinkAboutJoist LocationsIndianapolis 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 BuildersTG138Rev.ByDateCommentsDrawn By:DWChecked By:Date:12/16/2021Brooklyn 2102382 Sheet 2 of 2 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 MIU2.37/11 Designed 20- 10dx1.5 -2- 10dx1.5 --No No No H202 2 Simpson HUCQ412-SDS Designed 14- SDS25212 -6- SDS25212 --No No No H203 6 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- 10dx1.5 --2 No Yes H204 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No H205 2 Simpson IUS2.37/11.88 Designed 10- 10d -2- Strong-Grip --No No No H206 3 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No Products PlotID Length Product Plies Net Qty FJ201 36' 0" 11 7/8" TJI 110 joist 2 6 FJ202 24' 0" 11 7/8" TJI 110 joist 1 2 FJ203 18' 0" 11 7/8" TJI 110 joist 1 4 FJ204 16' 0" 11 7/8" TJI 110 joist 1 3 FJ205 14' 0" 11 7/8" TJI 110 joist 1 2 FJ206 6' 0" 11 7/8" TJI 110 joist 1 7 FJ207 4' 0" 11 7/8" TJI 110 joist 1 1 FJ208 36' 0" 11 7/8" TJI 360 joist 1 4 FJ209 24' 0" 11 7/8" TJI 360 joist 1 2 FJ210 16' 0" 11 7/8" TJI 360 joist 1 6 BM201 16' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3 BM202 22' 0" 1 3/4" x 14" 2.0E Microllam LVL 4 4 BM203 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 BM204 16' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM205 14' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM206 6' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM207 4' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 BM208 24' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 4 4 BM209 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM210 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 6 BM211 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 BM212 4' 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 8 Blocking PlotID Length Product Plies Net Qty Bk201 2' 0" 11 7/8" TJI 110 joist 1 19  LEVEL NOTES  Current Date: 12/16/2021  File Name: tg138_2102382.jvl  Level Name: Second Floor System  Building Code - Design Methodology: IBC 2012  Members with Design Overridden:  TJ-Pro Rating (Weighted Average): 37     Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 31, joist = FJ209(i1800)     Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 62, joist = FJ205(i1860)  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: 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 CS E1 E1 E1 B1 A3 A3 A3 A3 A3 A3 H2 H2 B3W B3W E1 B4PB1PB1 B1 B3W VO1 VO2 VO3 VO4 BM209 BM205BM206BM204 BM210 BM201BM210 BM210 BM202 BM207BM203BM212FJ209 FJ208 FJ208 FJ208 FJ201 FJ208 FJ201 FJ201 FJ204 FJ203 FJ203 FJ204 FJ210 FJ204 FJ210 FJ210 FJ210 FJ210 FJ203 FJ202 FJ202 FJ205 FJ205 FJ206 Ca201 Ca201 Ca201Ca201Ca201Ca201Ca201Ca201Ca201Ca201Bk201Bk201Bk201Bk201Bk201FJ209 1' 0" 2' 0" 1' 0" FJ210 BM208 H202H202Ca201BM211H204 FJ206FJ206FJ206FJ206FJ206H203 Bk201H203 H203H203H203H203FJ206 Ca201Ca201 FJ207Ca201 Ca201BBO10BBO6 BBO8PBO1 PBO2 FJ203 H204 H204 H205 H206 H205 H1 H206 H206 8' 9 1/2"2' 0" 9 5/8"3' 3 1/2"17' 10"2' 10"3' 5 1/4"15' 10 1/2"2' 8 3/4"11' 3 1/2"7 9/16"1' 1 5/8"8 3/8"1' 3 3/4"2' 0" 2' 0" 2' 0" 1' 0" 2' 0" 1' 0" 2' 1 1/4"1' 10 3/4"1' 0" 2' 0" 1' 0" Flush beam depth greater than floor joist depth. Verify all loading and framing conditions priorto construction. Beams must be flush with floor system.