HomeMy WebLinkAboutM002.0 - 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 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 BuildersTG44Rev.ByDateCommentsDrawn By:JRChecked By:Date:4/29/2022Berkeley
2200668
Sheet
1 of 1
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
11 7/8" TJI Joists 24" O.C. Spacing LEVEL NOTES
Current Date: 5/4/2022
File Name: TG44-2200668.jvl
Level Name: Second Floor System
Building Code - Design Methodology: IBC 2006
Members with Design Overridden:
FLOOR
Floor Container: FC6
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load
Operator Added Additional Loads
Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total Load
TJ-Pro Rating Information:
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
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H201 46 User IUS3.56/11.88 User Defined --Not Required No Not Required
Products
PlotID Length Product Plies Net Qty
FJ201 28' 0" 11 7/8" TJI 560 joist 1 1
FJ202 26' 0" 11 7/8" TJI 560 joist 1 9
FJ203 18' 0" 11 7/8" TJI 560 joist 1 10
FJ204 14' 0" 11 7/8" TJI 560 joist 1 6
FJ205 12' 0" 11 7/8" TJI 560 joist 1 5
FJ206 10' 0" 11 7/8" TJI 560 joist 1 3
FJ207 6' 0" 11 7/8" TJI 560 joist 1 9
FJ208 4' 0" 11 7/8" TJI 560 joist 1 6
BM201 24' 0" 1 3/4" x 24" 2.0E Microllam LVL 2 2
BM202 22' 0" 1 3/4" x 16" 2.0E Microllam LVL 3 3
BM203 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2
BM204 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM205 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM206 12' 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 9
Blocking
PlotID Length Product Plies Net Qty
Bk201 2' 0" 11 7/8" TJI 560 joist 1 25
B1
B4
B1
A3
A3
A3
A3
H2
H2
H2
H2
B1
H2
A3
E1
E1
A3 BM203BM202BBO14BBO13 BM201BM204
BM205
VO1
VO2
VO3
VO4
FJ203
FJ203
FJ203
FJ203
FJ203
FJ205 FJ203
FJ205 FJ203
FJ205
FJ203
FJ205 FJ203
FJ201
FJ206 FJ207
FJ206
FJ207
FJ202
FJ202
FJ204
FJ202
FJ202
FJ202
FJ202
FJ202
FJ202
FJ202
FJ204
FJ204
FJ204
Ca201
Ca201 Ca201Ca201Ca201Ca201Ca201
Ca201Bk201
FJ204
FJ204 1' 0" 2' 0" FJ207FJ207FJ2061' 0" 2' 0" 1' 0" FJ203 1' 0" 2' 0" 1' 0" 2' 0" Bk201FJ207FJ207FJ207FJ207FJ2072' 0"
Bk201
10' 0 1/2"
7' 10"3' 0" Bk2015' 0" 1' 2 1/16"1' 5 1/2"1' 0 1/8"1' 7 3/4"Bk201BM206
Ca201FJ2051' 4"FJ208FJ208FJ208FJ208Ca201FJ208FJ208Ca2011' 0" Bk201Ca201 1' 1 9/16"10' 1 3/4"5' 2 1/8"
H201
H201
H201
H201
H201
H201H201H201
H201
H201
H201
H201H201
H201
H201
H201H201
H201
H201
H201H201H201H201H201H201
H201
H201
H201
H201
H201
H201
H201H201H201
H201H201H201H201
H201H201H201H201H201
H201
H201H201An additional 8 PSF area dead load has been
added to account for tile load 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 toconstruction.
TJI 560 will be replaced
with IB-700.