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 BuildersTG133Rev. By Date CommentsDrawn By:DWChecked By: Date:10/11/2021Tribeca
26403
Sheet
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
H201 4 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- 10dx1.5 - - 2 No Yes
H202 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - - 2 No No
H203 2 Simpson SUL1.81/11 Designed 16- 10dx1.5 - 6- 10dx1.5 45 (L) - 2 No Yes
H204 1 Simpson U14 Designed 14- 10dx1.5 - 6- 10dx1.5 - - 2 No Yes
Products
PlotID Length Product Plies Net Qty
FJ202 18' 0" 11 7/8" TJI 110 joist 2 2
FJ201 18' 0" 11 7/8" TJI 110 joist 1 8
FJ203 10' 0" 11 7/8" TJI 110 joist 1 3
FJ204 6' 0" 11 7/8" TJI 110 joist 1 1
FJ205 4' 0" 11 7/8" TJI 110 joist 1 6
FJ206 36' 0" 11 7/8" TJI 360 joist 1 2
FJ207 20' 0" 11 7/8" TJI 360 joist 2 2
FJ208 18' 0" 11 7/8" TJI 360 joist 1 7
FJ209 22' 0" 11 7/8" TJI 560 joist 1 6
FJ210 20' 0" 11 7/8" TJI 560 joist 1 1
FJ211 18' 0" 11 7/8" TJI 560 joist 1 1
BM201 20' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2
BM202 20' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 2
BM203 4' 0" 1 3/4" x 7 1/4" 2.0E Microllam LVL 2 6
Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10
Blocking
PlotID Length Product Plies Net Qty
Bk201 2' 0" 11 7/8" TJI 110 joist 1 27
LEVEL NOTES
Current Date: 10/11/2021
File Name: tg133_26403.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2012
Members with Design Overridden:
TJ-Pro Rating (Weighted Average): 41
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 35, joist = FJ206(i1761)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 65, joist = FJ203(i1734)
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: 41
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
A3
A3
A3
A3
H2
H2
H2
B1W
B1
E1
BM202
BM203BM203 BM203BM201
VO1
VO2
VO3
VO4
FJ209
FJ209
FJ209
FJ209
FJ209
FJ207
FJ206
FJ210
FJ206
FJ208
FJ208
FJ208
FJ208
FJ208
FJ202
FJ201
FJ201
FJ201
FJ201
FJ201
FJ201
FJ201
FJ201
FJ203
FJ203
FJ203
Ca201
Ca201
Ca201
Ca201
Ca201Ca201 Ca201Ca201Ca201Ca201Bk201 Bk201Bk201FJ205H204FJ205 H201FJ205FJ204 FJ205H201FJ205H202H201
Bk201
FJ205H201H203H203FJ208
Bk201FJ211
FJ209
FJ2081' 7 3/16"1' 7 3/16"1' 7 3/16" 1' 7 3/16" 1' 7 3/16" 1' 0"2' 0" 1' 0" 8' 8 3/8"
2' 0"2' 0" 2' 0" 9"2' 7"
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.
10/21/21