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 BuildersTG114Rev.ByDateCommentsDrawn By:DWChecked By:Date:7/11/2022Brooklyn
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 LEVEL NOTES
Current Date: 7/11/2022
File Name: tg114.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 = 33, joist = FJ209(i19629)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 62, joist = FJ205(i19534)
FLOOR
Floor Container: FC16
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
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 4
FJ205 14' 0" 11 7/8" TJI 110 joist 1 2
FJ206 10' 0" 11 7/8" TJI 110 joist 1 1
FJ207 6' 0" 11 7/8" TJI 110 joist 1 6
FJ208 4' 0" 11 7/8" TJI 110 joist 1 1
FJ209 36' 0" 11 7/8" TJI 360 joist 1 4
FJ210 24' 0" 11 7/8" TJI 360 joist 1 2
FJ211 16' 0" 11 7/8" TJI 360 joist 1 5
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 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4
BM204 16' 0" 1 3/4" x 11 7/8" 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 4
BM208 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2
BM209 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 6
Ca201 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11
Blocking
PlotID Length Product Plies Net Qty
Bk201 2' 0" 11 7/8" TJI 110 joist 1 19
Framing 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 1 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --2 No No
H205 3 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No
H206 1 Simpson IUS2.37/11.88 Designed 10- 10d -2- Strong-Grip --No No No
H207 3 Simpson IUS2.37/11.88 Designed 10- 10dx1.5 -2- Strong-Grip --No No No
E1
E1
E1
E1
A3
A3
A3
A3
A3
A3
A3
A3
A3
H2
H2
PB1 PB1
B3W
B3W
E1
H2
B1
BM208
BM201BM206BBO218
BM209
BM202
VO1
VO2
VO3
VO41' 0" 2' 0" 1' 0" BBO216BBO217BBO215CS
BM203
BM209
BM209BM204BM205BM207FJ210
FJ209
FJ209
FJ209
FJ201
FJ209
FJ201
FJ201
FJ203
FJ203
FJ203
FJ204
FJ204
FJ204
FJ211
FJ211
FJ211
FJ211
FJ203
FJ202
FJ202
FJ205
FJ205
FJ207
Ca201
Ca201
Ca201
Ca201 Ca201Ca201Ca201Ca201Ca201Ca201Ca201Ca201
Ca201
Ca201 Ca201Ca201Bk201Bk201Bk201Bk201FJ207H203 H203FJ207H203FJ207H203FJ207H203FJ207H203Bk201
FJ211 1' 0" 1' 9"1' 3"H205
H205
H205
Ca201Ca201FJ204
Bk201Bk201FJ210
H202H202FJ206FJ208
Ca201Ca201Ca201Ca201
H1
H206
H207
H207
H2071' 3 3/4"3' 5 1/4"20' 8"15' 10 1/2"2' 8 3/4"2' 0" 2' 0" 2' 0" 2' 0" 9 5/8"8' 9 1/2"2' 10"BM207H2048 7/16"9 9/16"1' 3 1/16"16" cantilever.
LSL added if needed forfloor and truss connection.
An additional 8 PSF area dead load
has been added to account for tileload in the MBA on this floor.
Flush beam depth greater than floorjoist depth. Verify all loading and
framing conditions prior toconstruction.
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.
Header must be flush with
floor.