HomeMy WebLinkAboutM002.0 - EWP Layoutcut, notch or drill flangesDO NOTDN01
11 7/8" Joists 24" O.C. SpacingProducts
PlotID Length Product Plies Net Qty
FJ201 28-00-00 MAX-CORE IB700 11 7/8" 1 2
FJ202 26-00-00 MAX-CORE IB700 11 7/8" 1 12
FJ203 18-00-00 MAX-CORE IB700 11 7/8" 1 9
FJ204 14-00-00 MAX-CORE IB700 11 7/8" 1 3
FJ205 12-00-00 MAX-CORE IB700 11 7/8" 1 7
FJ206 10-00-00 MAX-CORE IB700 11 7/8" 1 3
FJ207 8-00-00 MAX-CORE IB700 11 7/8" 1 1
FJ208 6-00-00 MAX-CORE IB700 11 7/8" 1 3
FJ209 4-00-00 MAX-CORE IB700 11 7/8" 1 1
BM201-2 12-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2
BM202-2 4-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 4
BM203-3 14-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3
BM204-3 12-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3
BM205-3 8-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3
BM206-3 22-00-00 1 3/4" x 16" 2.0E Microllam® LVL 3 3
BM207-2 24-00-00 1 3/4" x 24" 2.0E Microllam® LVL 2 2
BM208 18-00-00 3 1/2" x 11 7/8" 2.0E Parallam® PSL 1 1
BM209 14-00-00 3 1/2" x 11 7/8" 2.0E Parallam® PSL 1 2
Ca201 16-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 7
Bk201 2-00-00 MAX-CORE IB700 11 7/8" 1 7
Bk202 2-00-00 MAX-CORE IB700 11 7/8" 1 2
Connector Summary
PlotID Qty Manuf Product
H201 32 Simpson IUS3.56/11.88
H202 1 Simpson HUC410
2x6 plumbing wall above
An additional 8 PSF area dead load has been
added to account for tile load on this floor.Bottom of beam flush with bottom of joists.24" beam
BBO201(^Ply^)BM201-2BM202-2BM202-2BM206-3(7) H201(7) H201BM203-3BM208
BM209 (12) H201BM207-2BM209
BM205-3
BM204-3
Ca201Ca201 Ca201Ca201Ca201Ca201Ca201Ca201
Ca201 Ca201FJ207
FJ209FJ208FJ203
FJ203
FJ201
FJ201
FJ208
FJ208
(3) H201(2) H201(7) FJ205(3) FJ206(12) FJ202(3) FJ204(7) FJ203(7) Bk201(2) Bk202H201H20230-08-002-10-0016-04-0010-04-00
5-00-0017-08-00
48-00-0012-06-00 4-00-0012-08-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-04-00
1-08-04
1-03-12
1-00-00
2-00-00
2-00-00
1-00-00
2-01-00
11-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
5-04
1-07-12 8-10
1-04-06
8-08
11-08
1-10-04
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
2-00-00
1-08-00
1-04-00
1-06-10
5-06
1-00-00
2-00-00
1-00-00
1-00-00
1-00-00
2-00-00
1-00-00
2-00-00
8-00
2-00-00
2-00-00
International Residential Code - R502.8.2 Engineered WoodProducts - - -Cuts, notches and holes bored in trusses, laminated veneer lumber, glue-laminatedmembers or I-joists are not permitted unless such penetrations are specifically considered in the design of the member or meet the manufacturers guidelines.
Plan Date: 09/20/2022
SAPPHIRE Structure
Structural Date: N/A
By: DW
Sheet: 2F
LUMBER
Plan InformationAll materials, (EWP, hangers etc.)shall be installed per manufacturerspecific installation guides.Squash blocks shall be installed under allpoint loads, and are to be greater than orequal to the dimensions of the posttransferring the load from above.Builder or framer should review thismaterial placement layout prior tobeginning construction of floorsystem. This layout DOES NOTsupercede the plan set.Dimensions to any obstructions areapproximate and should be fieldverified. Any discrepancies will bereported prior to floor installation.
Current Date: 10/12/2022
Lot Number: TG117
Model: Berkeley
Builder: Pyatt Builders
Not To Scale***ANYConcealed Flange HangersMUSTbe InstalledPRIORto Setting the Carried Members!! ***
Backer block: Install tight to top
flange (tight to bottom flange
with face mount hangers).
Attach per the table below.
Clinch nails when possible.
H2
Backer block
both sides of web
with single TJI® joist
Filler block: Attach per
the table below. Clinch
nails when possible.
With top mount hangers, backer block required only for
downward loads exceeding 250 lbs or for uplift conditions.
TJI® Depth, D TJI® Flange
Width
Block
Type
Nail
Size Quantity
912" <D<16"
16" <D<20"
20" <D<24"
less than 31
2"
312"
less than 312"
31
2"
31
2"Filler
Backer
16d(0.135" x 312")
10d(0.128" x 3")
25 - each side
15
Filler
Backer
16d(0.135" x 31
2")
10d(0.128" x 3")
15 - each side
15
Filler
Backer 10d(0.128" x 3") 15
Filler
Backer
16d(0.135" x 31
2")
10d(0.128" x 3")
10(1) - each side
Filler
Backer 10d(0.128" x 3")
15
10(1)10d(0.128" x 3")
10d(0.128" x 3")
(1) 15 for multi-family applications
10(1)
10(1)
8" diameter maximum hole for 1178" -
16" deep blocking panels; 6" diameter
maximum for blocking panels 912"
deep or shorter than 12" long.
Do not cut flanges.
E1 E1W
Web stiffeners
required both
sides at E1W
114" TimberStrand®LSL or
118" TJ® rim board. Nail with
10d (0.131" x 3") nails, one
each at top and bottom flange.
Load bearing or shear wall above
(must stack over wall below)
Blocking panel
Web stiffeners
required each side at
B1W and B2W
B2B1
B1W B2W
116"
2x4 minimum
squash blocks
Blocking panels may
be required with
shear walls above or
below - see detail B1
IRC 502-7 requires lateral restraint (blocking) at all
intermediate supports in Seismic Design Categories
D0, D1, and D2 to strengthen the floor diaphragm.
L6
Additional nailing or bolting may be required
with side-loaded multiple-member beams.
Refer to current product literature.
MULTIPLE MEMBER CONNECTIONS
FOR TOP-LOADED BEAMS (1)
Minimum of 3 rows 10d (0.128" x 3") nails at 12" o.c.
Minimum of 4 rows 10d (0.128" x 3") nails at 12" o.c.
for 14" and deeper beams
If using 12d-16d (0.148"-0.162" diameter)
nails, the number of nailing rows may be
reduced by one.
(1) Load must be applied evenly across entire
beam width. Otherwise, use connections for
side-loaded beams.
312"- Wide Pieces:
Minimum of 2 rows 12" bolts at
24" o.c. staggered
134"- Wide Pieces:
Floor panel nail - 8d
(0.131" x 212") at 6"
on-center
Toe nail - 10d (0.131"
x 3") at 6" on-centerInstall proper blocking to
support all panel edges
Attach panel
per code or
specification
*See Weyerhaeuser TJI® Joist Specifier's Guide, #TJ-4000,
and Weyerhaeuser Rim Board Specifier's Guide, #TJ-8000,
for additional installation specifications and applications.A3.4
12"
min.
2x_ stud wall at
16" on-center
Plate nail - 16d (0.135"
x 312") at 12" on-center
114" TimberStrand®
LSL rim board.*When sheathing
thickness exceeds 78",
trim sheathing tongue
at rim board
TYPICAL AT ALL POST
LOADS
Use 2x4 minimum squash blocks to
transfer load around TJI® joist
CS
Load from above
2x4 minimum
squash blocks
116"
Option #2:
2x_ strapping installed at 13
joist-span locations using two
212" screws per joist, typical
Option #1:
TJI® Joist blocking with end
blocks installed at 13 joist-span
locations using
two 8d (0.113" x 212")
nails or
212" screws,
typical
PB1
Option #3:
Directly applied ceiling
When specified on the layout, one of
the above bracing options is required
Apply subfloor
adhesive to all
contact surfaces
8 ' m a x .1 3 jo is t s p a n
Load bearing wall above
(must stack over wall below)
Web stiffeners required
each side at B5W
B5 B5W
Per IRC R502.7,
blocking required at
each intermediate
support in seismic
design categories
D0, D1, and D2.
Blocking required at shear walls
above or below - see detail B1
2 '-0 "
m a x im u m
Not for use with 312" TJI® joist flange widthsE4
Attach reinforcement to
joist web with 3 rows 10d
(0.148" x 3") nails at 6"
on-center, clinched. Use 2
rows with 912" and 1178"
TJI® joists.
8" diameter maximum hole for 1178" -
16" deep blocking panels; 6" diameter
maximum for blocking panels 912"
deep or shorter than 12" long.
Do not cut flanges.
6'-0" length of TJI® joist
reinforcement and filler
block. Use 4'-0" length
with 912" and 1178" TJI®
joists.
114" TimberStrand®LSL or
118" TJ® rim board. Nail with
10d (0.131" x 3") nails,one
each at top and bottom flange.Indicates "NO CUT END" === Material to be Trimmed from OTHER END ONLY