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:
10/23/2018
84 Lumber 0707
Kevin Beher
Pyatt Builders
TG 84
Rev. By Date Comments
FOR SUBMITTAL USE
FIRST FLOOR SYSTEM
NOT TO SCALE Drawn By:
CB
Checked By: Date:
10/31/2018
1802710
Sheet
1 of 1
Confirm this layout with the builder and designer of record. Make
sure all discrepencies are corrected before ordering floor system.
BBO3
11 7/8" TJI-joists
@ 24" o.c.
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 25 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - - - - No No No
H2 1 Simpson IUS3.56/11.88 Designed 12- 10d common - 2- 10d x 1-1/2 - - No No No
H3 2 Simpson HHUS410 Designed 30- 16d common - 10- 16d double shear - - No No No
Products
PlotID Length Product Plies Net Qty
F28' 28' 0" 11 7/8" TJI® 210 1 2
F24' 24' 0" 11 7/8" TJI® 210 1 6
F12' 12' 0" 11 7/8" TJI® 210 1 10
F4' 4' 0" 11 7/8" TJI® 210 1 10
M1-2 22' 0" 1 3/4" x 20" 2.0E Microllam® LVL 2 2
M2-2 22' 0" 1 3/4" x 14" 2.0E Microllam® LVL 2 2
PPt1 10' 0" 3 1/2" x 3 1/2" 1.8E Parallam® PSL 1 1
TS1-2 28' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
TS2-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
TS4-2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4
TS3 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 3
Accessories
PlotID Length Product Plies Net Qty
23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 21
Blocking
PlotID Length Product Plies Net Qty
FBk1 2' 0" 11 7/8" TJI® 210 1 16
FBk1 1' 6" 11 7/8" TJI® 210 1 3
FBk1 1' 0" 11 7/8" TJI® 210 1 1
LEVEL NOTES
Current Date: 10/31/2018
File Name: 2018-1135CB.jvl
Level Name: First FLoor System
TJ-Pro Rating (Weighted Average): 52
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 49, joist = F28'(i1865)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 57, joist = F12'(i1893)
Building Code - Design Methodology: IBC 2006
FLOOR
Floor Container: FC11
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: 52
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
Code Approved Rim Board Assembly
PlotID Length Product Plies Net Qty
STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 1
A3
A3
B4
E1
TS2-2 TS4-2
M1-2
STRm1
STRm1
STRm1
TS4-2
TS3
STRm1
4' 1"
BBO
PBO1 PBO2
TS1-2
H2
H3
PBO3
3' 8 1/2" 6' 0 1/2" 5' 2" 2' 7 1/2"
1' 7"
1' 6"
PPt1
H3
F4'
F28'
F24'
FBk1
F12'
FBk1
H1
H1
H1
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. Beam
will need to be built up into the wall above.
3/4” rim is not a code approved rim board assembly.
Builder is responsible for proving a code approved
rim board assembly.
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 noted on roof truss
layout. Please verify roof truss system prior to
construction.
Design Loads
Floor Loads
Live Load = 40 psf
Live Load = 30 psf (Sleeping Area only)