HomeMy WebLinkAboutM003.0Indianapolis 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:
11/14/18
84 Lumber 0707
Kevin Beher
Pyatt Builders
TG 59
Rev. By Date Comments
FOR SUBMITTAL USE
FIRST FLOOR SYSTEM
NOT TO SCALE Drawn By:
CB
Checked By: Date:
11/28/2018
2019-0081CB
Sheet
1 of1
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.
Girder Truss By Others
Framing Connector Summary
PlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Backer Blks Filler Web Stiff
H1 2 Simpson IUS1.81/11.88 Designed 10- 10d x 1-1/2 - 2- 10d x 1-1/2 - - No No No
H2 3 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - 2- 10d x 1-1/2 - - No No Yes
H3 1 Simpson IUS2.06/11.88 Designed 10- 10d common - - - - 2 No No
H4 5 Simpson IUS2.06/11.88 Designed 10- 10d x 1-1/2 - - - - No No No
H5 1 Simpson IUS2.37/11.88 Designed 10- 10d common - - - - No No No
H6 2 Simpson IUS2.37/11.88 Designed 10- 10d x 1-1/2 - - - - No No No
H7 2 Simpson HHUS410 Designed 30- 16d common - 10- 16d double shear - - No No No
Products
PlotID Length Product Plies Net Qty
F32' 32' 0" 11 7/8" TJI® 210 1 3
F30' 30' 0" 11 7/8" TJI® 210 1 3
F10' 10' 0" 11 7/8" TJI® 210 1 3
F4' 4' 0" 11 7/8" TJI® 210 1 1
R20' 20' 0" 11 7/8" TJI® 360 1 3
R18' 18' 0" 11 7/8" TJI® 360 1 3
M1-2 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2
M2-3 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3
M3-3 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3
M4-2 8' 0" 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2
PPt1 12' 0" 3 1/2" x 5 1/4" 1.8E Parallam® PSL 1 1
TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
TS2 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1
TS3-2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
TS5-2 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 4
TS4 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 2
TS6-2 2' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2
STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 5
Accessories
PlotID Length Product Plies Net Qty
1' 0" 3/4" or 7/8" Backer Blocks 1 2
9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 6
23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 1 23
LEVEL NOTES
Current Date: 11/28/2018
File Name: 2019-0081CB.jvl
Level Name: First FLoor System
TJ-Pro Rating (Weighted Average): 35
Minimum Level TJ - Pro Rating & Joist: TJ-Pro rating = 33, joist = F30'(i811)
Maximum Level TJ - Pro Rating & Joist: TJ-Pro rating = 70, joist = F10'(i829)
Building Code - Design Methodology: IBC 2006
FLOOR
Floor Container: FC12
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: 35
Directly Applied Ceiling: Varies
Deck ing Attachment: Glue and Nail
Deck ing Material: 23/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF
Perpendicular Partition: No
Strapping at max 8' o.c.: None
Block ing at max 8' o.c.: No
Poured Flooring: No
11 7/8" TJI-joists
@ 24" o.c.
A3
A3 A3
A3
H2 H2
T
S5-2
M1-2
M3-3
TS3-2
M4-2
M2-3
TS1-2
F30'
STRm1
STRm1
STRm1
TS6 -2
CS
TS5-2 STRm1
STRm1
TS2
H1
TS4
H1
TS4
F10'
STRm1 BBO
H4 H4
H3 F4'
H2
H6
H5
2' 1 3/4"
H7 H7
H6
H4
H4 H4
R20'
F32' F30'
R18'
STRm1
F10'
H2
1' 0"
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 the truss
roof layout. Please verify roof truss system prior
to construction.
Please verify framing in this area before the
start of construction. Be sure that the mono
trusses will not interfere with the flush beams
shown on the layout.
12/26/18
Adam Schriner