HomeMy WebLinkAboutM002.0Indianapolis Design Center
352 South County Road 300 E
Danville, IN 46122
317-745-9984
These 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 need
for 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 time
of design. Builder is responsible to place load bearing members in load path.
Architectural Drawings Prepared By:
Pyatt Builders
Structural Drawings Prepared By:
12/3/18
84 Lumber 0707
Kevin Beher
Pyatt Builders
TG 54
Rev. By Date Comments
Drawn By:
CB
Checked By: Date:
12/10/2018
The Chelsea
2019-0146CB
Sheet
1 of 2
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.
BBO4
BBO5
BBO6
BBO7H1
H1 BBO8
BBO11
BBO12
H3
H2
BBO13
BBO15
H3
BBO17
H2
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 1 User HUS1.81/10 User Defined - - Not Required Not Required Not Required
H2 2 Simpson HUS1.81/10 Designed 30- 10d common - 10- 10d common - - No No No
H4 2 Simpson IUS2.06/11.88 Designed 10- 10d common - - - - 2 No No
H5 2 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - - - - No No No
Products
PlotID Length Product Plies Net Qty
FJ1 36' 0" 11 7/8" TJI® 210 1 5
FJ2 22' 0" 11 7/8" TJI® 210 1 2
FJ4 18' 0" 11 7/8" TJI® 210 2 2
FJ3 18' 0" 11 7/8" TJI® 210 1 13
FJ5 16' 0" 11 7/8" TJI® 210 1 2
FJ6 12' 0" 11 7/8" TJI® 210 1 1
FJ7 10' 0" 11 7/8" TJI® 210 1 1
FJ8 4' 0" 11 7/8" TJI® 210 1 1
FJ9 36' 0" 11 7/8" TJI® 360 1 3
BM1 20' 0" 1 3/4" x 18" 2.0E Microllam® LVL 2 2
BM2 20' 0" 1 3/4" x 14" 2.0E Microllam® LVL 2 2
BM3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
BM4 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
BM5 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
Ca1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 10
Accessories
PlotID Length Product Plies Net Qty
1' 0" 3/4" or 7/8" Backer Blocks 1 4
23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 38
Blocking
PlotID Length Product Plies Net Qty
Bk1 2' 0" 11 7/8" TJI® 210 1 13
LEVEL NOTES
Current Date: 12/11/2018
File Name: 2019-0146CB.jvl
Level Name: First FLoor System
TJ-Pro Rating (Weighted Average): 38
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 31, joist = FJ1(i830)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 59, joist = FJ3(i800)
Building Code - Design Methodology: IBC 2006
FLOOR
Floor Container: FC1
Use/Occupancy: ResidentialLivingAreas
Floor Area Loading is: 30.0 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: 38
Directly Applied Ceiling: Varies
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
11 7/8" TJI-joists
@ 24" o.c.
11 7/8" TJI-joists
11 7/8" TJI-joists @ 19.2" o.c.
@ 24" o.c.
CS B1
A3
A3
A3
A3
A3
H2
H2
E1
H2
BM2
BBO3
BBO2
FJ9
FJ9
FJ9
FJ3
FJ3
FJ3
FJ3
FJ3
FJ3
FJ3
FJ3
FJ3
FJ3
FJ3
FJ5
FJ3
FJ3
FJ2
FJ2
FJ7
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
Bk1
FJ6
Bk1
BM4
FJ5
BM3
BM5
FJ8
BM1
FJ1
FJ1
FJ1
FJ1
FJ1
FJ4
H4
H4
H2
H1 H2
1' 0"
H5
1' 9 1/8"
1' 5 1/8"
Design Loads
Floor Loads
Live Load = 40 psf
Live Load = 30 psf (Sleeping Area only)
Dead Load = 10 psf
Roof Load
Snow Load = 20 psf
Dead Load = 20 psf
Roof is assumed to be a truss roof system with
all the roof loads being transferred to
exterior walls. No roof loads have been applied
to the interior walls for the
design of this structure unless shown on roof
truss layout. Please verify roof truss system
prior to construction.
Flush beam depth greater than floor joist depth.
Verify all loading and framing conditions prior to
construction.Bottom of the beam to be flush with
the bottom of the floor system.