USP Structural Connectors: EWP Product Guide

Transcription

USP Structural Connectors: EWP Product Guide
1
EWP PRODUCT GUIDE
www.USPconnectors.com
For Use With Products Manufactured by
SKH2324R-2
LSSH179
THF17925
THO17118
Lumberton • Largo • Montgomery • Humble • Corona • Livermore • Thornhill, Ontario
USP945-121
2
GENERAL NOTES
Follow these instructions to ensure the proper installation of USP products.
1) See current USP Full Line Catalog for General
Notes, Warranty, and installation information for
hanger models, joist sizes, and header situations not
shown.
2) Loads listed address hanger/header/fastener
limitations as well as joist/hanger limitations
assuming header material is Douglas Fir-Larch
(DF-L), Southern Pine (SP), or Microllam® LVL,
Parallam® PSL, or TimberStrand® LSL. Joist reaction
should be checked by a qualified designer to ensure
proper hanger selection.
3) Uplift loads have been increased 60% for wind or
seismic loads and no further increase shall be
permitted. Reduce loads according to code for
normal duration loading such as cantilever
construction.
4) If hanger height is less than 60% of joist height,
joist rotation may occur, therefore supplemental
lateral restraints are required, see page 4.
5) The type and quantity of fasteners used to install
USP products is critical to connector performance.
To achieve the allowable loads shown in this catalog,
install with the fasteners specified for that particular
product. All specified fasteners must be properly
installed prior to applying load of any kind to the
connection.
6) Throughout this guide, dimensions are expressed
in inches and loads in pounds, unless specifically
noted otherwise.
7) Load values for 10d and 16d designations in the
fastener schedules throughout this catalog refer to
common wire nails, unless noted otherwise.
8) The allowable loads shown in this catalog are
based on Allowable Stress Design methodology.
9) Multiple TJI ® Joist Plies: Fasten together multiple
plies of wood TJI® Joist’s, in accordance with iLevel’s
installation guidelines, such that the joists act as a
single unit.
10) Sloped TJI ® Joists: Use sloped seat hangers and
beveled web stiffeners whenever the slope exceeds
the following: 1/2:12 for seat bearing lengths of 2 1/2˝
or less; 3/8:12 for bearing lengths between 2 1/2˝ and
3 1/2˝; and 1/4:12 for bearing lengths in excess of 3 1/2˝.
Web Stiffener Attachment for TJI® Joists
Gap:
1
⁄8˝ minimum
2 3⁄4 ˝ maximum
1˝ for TJI® 110, 210,
230, 360 joists
11⁄2 ˝ for TJI® 560,
560D joists
TJI®
Nailing:
See table
to the
right
Web stiffener
each side
See table
to the right
Tight fit
Depth
Minimum Web
Stiffener Size
110
All
Ý[Ý
1
210
All
Ý[Ý
1
230
All
Ý[Ý
1
360
All
Ý[Ý
1
560
All
2x4 2
560D
3
Ý
Ý
Ý
Ý
2x4
2
1
Nailing Requirements
No. of Nails
Type
8d
Ý[Ý
8d
Ý[Ý
8d
Ý[Ý
8d
Ý[Ý
16d
Ý[Ý
16d
Ý[Ý
End
Int
3
3
3
3
3
3
3
3
3
3
4
5
6
6
4
5
11
13
PS1 or PS2 sheathing, face grain vertical
Construction grade or better
3
:HEVWLIIHQHUVDUHDOZD\VUHTXLUHGIRUÝDQGÝ7-,® 560D joists.
2
Customer Service / Technical Assistance
Burnsville, MN Corporate Office
1-800-328-5934
3
GENERAL NOTES
Backer Blocks – Pattern the nails used to install backer blocks or web stiffeners in wood TJI® Joist’s to avoid
splitting the block. The nail pattern should be sufficiently spaced to avoid the same grain line, particularly with
solid sawn backer blocks. Backer blocks must be installed on wood TJI® Joist’s acting as the header, or
supporting member. Install in accordance with the Weyerhaeuser installation guidelines. The nails used to
install hangers mounted to a TJI® Joist header must penetrate through the web and into the backer block on
the opposite side.
Gap 1⁄8˝
Filler Block Installation:.
Attach per table below.
Backer Block Installation:
Install tight to top flange (tight
to bottom flange with face
mount hangers). Attach per
table below.
Varies.
See Table Below
Backer Block
each side
Gap 1⁄8˝
Backer Block (both sides) of
web with single TJI® Joist.
Typical THF backer
block installation
Typical THO backer
block installation
Gap 1⁄8˝
With top flange hangers, backer block required only for
downward loads exceeding 250 lbs or for uplift conditions
Filler and Backer Block sizes
TJI®
110
Depth
Ý
RUÝ
Ý
210
Ý
RUÝ
ÝÝ
Ý
RUÝ
ÝÝ
Ý
RUÝ
ÝÝ
ÝÝ
Ý
560
ÝÝ
ÝÝ
ÝÝ
560D
ÝÝ
Type1
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler
Backer
Filler / Backer Size
2x6
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2x8
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Quantity2
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
RQHVLGH
15
HDFKVLGH
10
HDFKVLGH
10
HDFKVLGH
15
HDFKVLGH
15
HDFKVLGH
15
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www.USPconnectors.com
e-mail: [email protected]
© Copyright 2012 United Steel Products Company
USP945-121
4
EWP INSTALLATION
Support Height & Lateral Stability
Hangers for joists without web stiffeners must support
the TJI® Joist’s top flange and provide lateral resistance
with no more than 1⁄8˝ horizontal deflection.
Resist lateral movement
Hangers for joists with web stiffeners must support a
minimum of 60% of joist depth, or potential joist rotation
must be addressed.
Web stiffener
1/8˝ maximum gap
Joist
depth
60%
min.
of joist
depth
(Top flange support requirements can be verified in EWP Top Mount Hangers charts
under the Web Stiffener Req. column of USP’s Full Line Catalog.)
Nailer Installations
Correct Hanger Attachment to Nailer
A nailer or sill plate is considered to be any wood member attached to a steel beam,
concrete block wall, concrete stem wall (or other type of support unsuitable for
nailing), which is used as a nailing surface for top mount hangers to support beams
or joists.
1/4˝
Nailer Sized Correctly
Top flange of hanger is fully supported and recommended nails have full penetration
into nailer, resulting in a carried member hanging safely at the proper height.
The nailer must be sized to fit the support width as shown and be of sufficient
thickness to satisfy recommended top flange nailing requirements. A design
professional must specify nailer attachment to steel beams.
Max.
Avoid direct contact
between hangers
and steel beams, which
may cause squeaks
Wrong Nailer Size Causes Component Failure
1/4˝ Max.
!
Too Narrow
Top flange not fully supported can cause
nail breakout. Or, by fully supporting top
flange, hanger is tilted back, causing
lifting of carried member which results in
uneven surfaces and squeaky floors.
!
Too Wide
Loading can cause cross grain
splitting
of
nailer.
The
recommended nailer overhang
is 1⁄4˝ maximum per side.
Top Flange Hangers
Too Thin
!
Top flange nailing cannot fully penetrate
nailer, causing reduced allowable loads.
Never use hangers which require multiple
face nails since the allowable loads are
dependent on all nail holes being used.
The thickness of the hanger metal and nail heads on top mount hangers must be evaluated for the effect on
subsequent sheathing. Ensure the top mount hanger is installed so the flanges of the hanger are not over-spread which
tends to elevate the supported I-Joist, causing uneven floor surfaces and squeaking. Similarly, ensure the hanger is
installed plumb such that the face flanges of the hanger are mounted firmly against the wide-face surface of the header.
Flush framing
!
Hanger over-spread
Customer Service / Technical Assistance
Burnsville, MN Corporate Office
1-800-328-5934
!
Hanger not plumb
5
SINGLE TJI® JOISTS
4,7
Face Mount Hangers
Top Mount Hangers
5
Joist
Height
USP
1
Stock No.
D
Dim6
Fastener Schedule
Header
Joist
®
THO17950
2
(6) 10d
(2) 10d x 1-1/2
270
1260
11-7/8 THO17118
2
(6) 10d
(2) 10d x 1-1/2
270
1290
2
(6) 10d
(2) 10d x 1-1/2
140
1600
14
TFL1714
TJI® 210
9-1/2
TFL2095
11-7/8 TFL20118
2
(6) 10d
(2) 10d x 1-1/2
140
1600
2
(6) 10d
(2) 10d x 1-1/2
140
1600
TFL2014
2
(6) 10d
(2) 10d x 1-1/2
140
1600
16
TFL2016
2
(6) 10d
(2) 10d x 1-1/2
140
1600
TJI® 230
9-1/2
TFL2395
D
Dim6
Fastener Schedule
Header
Joist
DF-L/SP
Uplift
Down
3
2
160%
100%
THF17925 Min
THF17925 Max
THF17112 Min
THF17112 Max
THF17140 Min
THF17140 Max
2
(8) 10d
910
(2) 10d x 1-1/2
280
(2) 10d x 1-1/2
280
(2) 10d x 1-1/2
280
(2) 10d x 1-1/2
280
(2) 10d x 1-1/2
280
(2) 10d x 1-1/2
280
3-3/8 (24) 10d
(2) 10d x 1-1/2
280
2735
1370
2
2
(12) 10d
(8) 10d
(16) 10d
(12) 10d
(20) 10d
1370
910
1825
1370
2280
THF20925 Min
THF20925 Max
THF20112 Min
THF20112 Max
THF20140 Min
THF20140 Max
THF20157
2
2
2
(8) 10d
(12) 10d
(8) 10d
(16) 10d
(12) 10d
(20) 10d
910
1370
910
1825
1370
2280
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23925
2-1/2 (12) 10d
(2) 10d x 1-1/2
175
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23118
2-1/2 (14) 10d
(2) 10d x 1-1/2
360
1595
TFL2314
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23140
2-1/2 (18) 10d
(2) 10d x 1-1/2
360
2090
16
TFL2316
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23160
2-1/2 (22) 10d
(2) 10d x 1-1/2
360
2550
®
-RLVW:LGWK Þ
TJI 360
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23118
2-1/2 (14) 10d
(2) 10d x 1-1/2
360
1595
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23140
2-1/2 (18) 10d
(2) 10d x 1-1/2
360
2090
TFL2316
2
(6) 10d
(2) 10d x 1-1/2
140
1600
THF23160
2-1/2 (22) 10d
(2) 10d x 1-1/2
360
2550
TFI3518
2-1/2
(6) 16d
(2) 10d x 1-1/2
360
2235
THF23180
2-1/2 (24) 10d
(8) 10d x 1-1/2
1295
2785
TFI3520
2-1/2
(6) 16d
(2) 10d x 1-1/2
360
2235
THF23180
2-1/2 (24) 10d
(8) 10d x 1-1/2
1295
2785
14
TFL2314
16
18
20
TJI® 560
11-7/8 THO35118
TFL
-RLVW:LGWK Þ
14
11-7/8 TFL23118
THO
-RLVW:LGWK Þ
14
11-7/8 TFL23118
5
USP
1
Stock No.
-RLVW:LGWK Þ
TJI 110
9-1/2
DF-L/SP
Uplift Down
3
2
160%
100%
TFI
-RLVW:LGWK Þ
2-3/8
(10) 10d
(2) 10d x 1-1/2
265
2050
THF35112
2-1/2 (16) 10d
(2) 10d x 1-1/2
245
1825
14
THO35140
2-3/8
(12) 10d
(2) 10d x 1-1/2
265
2715
THF35140
2-1/2 (20) 10d
(2) 10d x 1-1/2
245
2320
16
THO35160
2-3/8
(12) 10d
(2) 10d x 1-1/2
265
2715
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
18
TFI418
2-1/2
(6) 16d
(2) 10d x 1-1/2
360
2235
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
20
TFI420
2-1/2
(6) 16d
(2) 10d x 1-1/2
360
2235
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
®
-RLVW:LGWK Þ
TJI 560D
18
TFI418
2-1/2
(6) 16d
(2) 10d x 1-1/2
360
2235
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
20
TFI420
2-1/2
(6) 16d
(2) 10d x 1-1/2
360
2235
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
22
TFI422
2-1/2
(10) 16d
(2) 10d x 1-1/2
360
2920
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
24
TFI424
2-1/2
(10) 16d
(2) 10d x 1-1/2
360
2920
THF35157
2-1/2 (22) 10d
(2) 10d x 1-1/2
245
2550
1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser.
®
®
®
2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header.
Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values.
3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted.
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5) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long.
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6) D Dim is the length of the hanger seat.
®
7) For top mount hangers supported by TJI KHDGHUVZLWKDIODQJHWKLFNQHVVOHVVWKDQÝFRQVXOW863DQG:H\HUKDHXVHUIRUKDQJHUOLPLWDWLRQV
MSH
Additional diamond
nail holes for
maximum nailing
H
Standard round
nail holes for
minimum nailing
2˝
Patented
dimple allows
45˚ nailing
W
THF single
www.USPconnectors.com
e-mail: [email protected]
© Copyright 2012 United Steel Products Company
USP945-121
6
SINGLE TJI® JOISTS
Field Slope & Skew
Adjustable Height
4
Joist
Height
USP
Stock No.1,6
D
Dim8
Fastener Schedule
Header
Joist
4,7
DF-L/SP
Fastener Schedule
Uplift Down
USP
D
160%3 100%2 Stock No.1 Dim8 Header
Joist
®
Skewed 45° Hangers
DF-L/SP
Uplift Down
160%3 100%2
4,7
USP
Stock No.1,6
D
Dim8
Fastener Schedule
Header
Joist
DF-L/SP
Uplift Down
160%3 100%2
-RLVW:LGWK Þ
TJI 110
9-1/2
-- --
-- --
-- --
-- --
-- --
-- --
LSSH179
3
(10) 10d
(7) 10d x 1-1/2
1065
1140
SKH1720L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
11-7/8
-- --
-- --
-- --
-- --
-- --
-- --
LSSH179
3
(10) 10d
(7) 10d x 1-1/2
1065
1140
SKH1720L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
1-3/4
(6) 10d
(4) 10d x 1-1/2
-- --
2165
LSSH179
3
(10) 10d
(7) 10d x 1-1/2
1065
1140
SKH1720L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
14
MSH1722
TJI® 210
-RLVW:LGWK Þ
9-1/2
11-7/8
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
14
LSSH20
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2020L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
LSSH20
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2020L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
LSSH20
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2020L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
LSSH20
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2024L/R
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
8
16
®
-RLVW:LGWK Þ
TJI 230
9-1/2
-- --
-- --
-- --
-- --
-- --
-- --
LSSH23
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2320L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
11-7/8
-- --
-- --
-- --
-- --
-- --
-- --
LSSH23
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2320L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
14
16
-- -MSH2322
-- --
-- --
-- --
-- --
-- --
LSSH23
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2324L/R
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
1-3/4
(6) 10d
(4) 10d x 1-1/2
-- --
2165
LSSH237
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2324L/R
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
®
-RLVW:LGWK Þ
TJI 360
11-7/8
-- --
-- --
-- --
-- --
-- --
-- --
LSSH23
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2320L/R
1-7/8 (14) 10d
(10) 10d x 1-1/2
1565
1625
14
-- --
-- --
-- --
-- --
-- --
-- --
LSSH23
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2324L/R
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
16
MSH2322
1-3/4
(6) 10d
(4) 10d x 1-1/2
-- --
2165
LSSH237
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2324L/R
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
18
MSH2322
1-3/4
(6) 10d
(4) 10d x 1-1/2
-- --
2165
LSSH237
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2324L/R
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
-- --
-- --
-- --
-- --
-- --
LSSH23
7
3
(10) 10d
(7) 10d x 1-1/2
980
1140
SKH2324L/R 7
1-7/8 (16) 10d
(10) 10d x 1-1/2
1565
1855
2255
20
-- --
®
-RLVW:LGWK Þ
TJI 560
11-7/8 MSH422
1-3/4
(6) 10d
(6) 10d
-- --
14
16
18
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
20
2025
LSSH35
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH410L/R
5
2-1/2 (16) 16d
(10) 16d
1565
LSSH35
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH414L/R
5
2-1/2 (22) 16d
(10) 16d
1565
3100
7
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH414L/R
5
2-1/2 (22) 16d
(10) 16d
1565
3100
7
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH414L/R
5
2-1/2 (22) 16d
(10) 16d
1565
3100
7
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH414L/R
5
2-1/2 (22) 16d
(10) 16d
1565
3100
7
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH414L/R
5
2-1/2 (22) 16d
(10) 16d
1565
3100
LSSH35
7
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH414L/R 5
2-1/2 (22) 16d
(10) 16d
1565
3100
LSSH357
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
-- --
-- --
-- --
-- --
-- --
-- --
LSSH357
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
-- --
-- --
-- --
-- --
-- --
-- --
LSSH35
LSSH35
LSSH35
TJI® 560D
-RLVW:LGWK Þ
18
20
22
LSSH35
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
24
1) Shaded hangers require web stiffeners at joist ends.
2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header.
Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values.
3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted.
4) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long.
0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOVDQGÝIRUGQDLOV
5) Miter cut required on end of joist to achieve design loads.
6) For additional sizes, stock numbers, and modifications not shown, refer to USP's Full Line Catalog.
7) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height.
8) D Dim is the length of the hanger seat.
LSSH Installation:
• Use all specified fasteners.
Steps:
1. Position LSSH connector against plumb-cut end of joist. Fasten
joist side flanges on both sides with 10d x 11⁄2˝ nails. Bend
seat up to fit against joist bottom and drive (1) 10d x 11⁄2˝ nail
through bottom seat into rafter bottom. Drive (2) 10d x 11⁄2˝
nails at downward angle through dimpled nailing guides.
2. Lean connector and rafter end against ridge beam at desired
position. Install 10d or 16d nails through nail holes into ridge
beam at right 90° angle. If skewing the rafter, only drive nails
into ridge beam on inside flange.
3. Bend flange to desired angle.
4. Hammer outside flange until edge touches header. Fasten
outside flange to ridge by driving 10d or 16d nails through
nail holes.
• Web stiffeners are required for all TJI® Joist installations.
• Designer may consider adding a tension restraint for the
supported member for roof slopes exceeding 6/12.
LSSH
3&4
2
1
skew to 45˚ maximum
Customer Service / Technical Assistance
Burnsville, MN Corporate Office
1-800-328-5934
SKH_L
left shown
7
DOUBLE TJI® JOISTS
Top Mount Hangers4,8
5
Joist
Height
USP
1
Stock No.
Fastener Schedule
D
Dim6
Header
Joist
Face Mount Hangers
DF-L/SP
Uplift Down
3
2
160%
100%
Double TJI® 110
9-1/2
5
USP
1
Stock No.
Fastener Schedule
D
Dim6
Header
Joist
DF-L/SP
Uplift Down
3
2
160%
100%
-RLVW:LGWK Þ
THO35950
2-3/8
(10) 10d
(2) 10d x 1-1/2
265
2050
THF35925
2-1/2
(12) 10d
(2) 10d x 1-1/2
245
1370
11-7/8 THO35118
2-3/8
(10) 10d
(2) 10d x 1-1/2
265
2050
THF35112
2-1/2
(16) 10d
(2) 10d x 1-1/2
245
1825
2-3/8
(12) 10d
(2) 10d x 1-1/2
265
2715
THF35140
2-1/2
(20) 10d
(2) 10d x 1-1/2
245
2320
1390
14
THO35140
Double TJI® 210
9-1/2
-RLVW:LGWK Þ
THO20950-2
3
(10) 16d
(6) 10d
1115
2330
THF20925-2
2-1/2
(12) 10d
(6) 10d
1115
11-7/8 THO20118-2
3
(10) 16d
(6) 10d
1115
2330
THF20112-2
2-1/2
(16) 10d
(6) 10d
1115
1855
14
THO20140-2
3
(10) 16d
(6) 10d
1175
2330
THF20140-2
2-1/2
(20) 10d
(6) 10d
1115
2320
16
THO20160-2
3
(10) 16d
(6) 10d
1175
2330
THF20140-2
2-1/2
(20) 10d
(6) 10d
1115
2320
Double TJI® 230
9-1/2
-RLVW:LGWK Þ
THO23950-2
3
(10) 16d
(6) 10d
1175
3535
THF23925-2
2-1/2
(14) 10d
(6) 10d
1115
1625
11-7/8 THO23118-2
3
(10) 16d
(6) 10d
1175
3535
THF23118-2
2-1/2
(16) 10d
(6) 10d
1115
1855
14
THO23140-2
3
(12) 16d
(6) 10d
1175
3535
THF23140-2
2-1/2
(20) 10d
(6) 10d
1220
2540
16
THO23160-2
3
(12) 16d
(6) 10d
1175
3535
THF23160-2
2-1/2
(24) 10d
(6) 10d
1220
3050
3
(10) 16d
(6) 10d
1175
3535
THF23118-2
2-1/2
(16) 10d
(6) 10d
1115
1855
3
(12) 16d
(6) 10d
1175
3535
THF23140-2
2-1/2
(20) 10d
(6) 10d
1220
2540
Double TJI® 360
11-7/8 THO23118-2
14
THO23140-2
-RLVW:LGWK Þ
16
THO23160-2
3
(12) 16d
(6) 10d
1175
3535
THF23160-2
2-1/2
(24) 10d
(6) 10d
1220
3050
18
THO23180-2
3
(14) 16d
(6) 10d
1175
3535
THF23160-2
2-1/2
(24) 10d
(6) 10d
1220
3050
20
THO23200-2
3
(14) 16d
(6) 10d
1175
3535
THF23160-2
2-1/2
(24) 10d
(6) 10d
1220
3050
®
14
BPH7114
BPH
-RLVW:LGWK Þ
Double TJI 560
11-7/8 BPH71118
THO Double
3
(10) 16d
(6) 10d
1220
3455
HD7120
2-1/2
(16) 16d
(6) 10d
1140
2255
3
(10) 16d
(6) 10d
1220
3455
HD7140
2-1/2
(20) 16d
(8) 10d
1525
2820
16
BPH7116
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
18
BPH7118
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
20
BPH7120
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
Double TJI® 560D
-RLVW:LGWK Þ
18
BPH7118
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
20
BPH7120
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
22
BPH7122
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
24
BPH7124
3
(10) 16d
(6) 10d
1220
3455
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
THF Double
1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser.
2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header.
Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values.
3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted.
4) Top Mount Hangers require minimum 3" header width for THO series hangers; 3-1/2" minimum header thickness for all other stock numbers.
5) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long.
0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOVDQGÝIRUGQDLOV
GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG
6) D Dim is the length of the hanger seat.
7) For top mount hangers supported by TJI®KHDGHUVZLWKDIODQJHWKLFNQHVVOHVVWKDQÝFRQVXOW863DQG:H\HUKDHXVHUIRUKDQJHUOLPLWDWLRQV
www.USPconnectors.com
e-mail: [email protected]
© Copyright 2012 United Steel Products Company
HD
SKH_L Double
left shown
USP945-121
8
DOUBLE TJI® JOISTS
Adjustable Height
Joist
Height
USP
1,5
Stock No.
D
Dim6
Skewed 45° Hangers
Field Slope & Skew
Fastener Schedule4 DF-L/SP
Uplift
Down
3
2
Header
Joist
160%
100%
USP
1,5
Stock No.
D
Dim6
®
Fastener Schedule4
Header
Joist
DF-L/SP
Uplift
Down
3
2
160%
100%
USP
1
Stock No.
Fastener Schedule4
D
Dim6
Header
Joist
DF-L/SP
Down
Uplift
3
2
160%
100%
-RLVW:LGWK Þ
Double TJI 110
9-1/2
MSH422
1-3/4
(6) 10d
(6) 10d
-- --
2025
LSSH35
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH410L/R 7
2-1/2
(16) 16d
(10) 16d
1565
11-7/8
MSH422
1-3/4
(6) 10d
(6) 10d
-- --
2025
LSSH35
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH410L/R 7
2-1/2
(16) 16d
(10) 16d
1565
2255
-- --
-- --
-- --
-- --
-- --
-- --
LSSH35
3
(14) 16d
(12) 10d x 1-1/2
1585
1920
SKH410L/R
7
2-1/2
(16) 16d
(10) 16d
1565
2255
14
Double TJI® 210
-RLVW:LGWK Þ
9-1/2
11-7/8
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
14
2255
16
Double TJI® 230
SKH2020L/R-2 7
3-1/2
(14) 10d
(10) 10d
1905
1665
SKH2020L/R-2
7
3-1/2
(14) 10d
(10) 10d
1905
1665
SKH2024L/R-2
7
3-1/2
(16) 10d
(10) 10d
1905
1905
SKH2024L/R-2
7
3-1/2
(16) 10d
(10) 10d
1905
1905
SKH2320L/R-2
7
3-1/2
(14) 10d
(10) 10d
1905
1665
SKH2320L/R-2
7
3-1/2
(14) 10d
(10) 10d
1905
1665
SKH2324L/R-2
7
3-1/2
(16) 10d
(10) 10d
1905
1905
SKH2324L/R-2
7
3-1/2
(16) 10d
(10) 10d
1905
1905
-RLVW:LGWK Þ
9-1/2
MSH2322-2
1-3/4
(6) 10d
(4) 10d
-- --
2210
11-7/8
MSH2322-2
1-3/4
(6) 10d
(4) 10d
-- --
2210
14
MSH2322-2
1-3/4
(6) 10d
(4) 10d
-- --
2210
16
-- --
-- --
-- --
-- --
-- --
-- --
Double TJI® 360
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
-RLVW:LGWK Þ
11-7/8
MSH2322-2
1-3/4
(6) 10d
(4) 10d
-- --
2210
SKH2320L/R-2
7
3-1/2
(14) 10d
(10) 10d
1905
1665
14
MSH2322-2
1-3/4
(6) 10d
(4) 10d
-- --
2210
SKH2324L/R-2 7
3-1/2
(16) 10d
(10) 10d
1905
1905
16
-- --
-- --
-- --
-- --
-- --
-- --
SKH2324L/R-2 7
3-1/2
(16) 10d
(10) 10d
1905
1905
18
-- --
-- --
-- --
-- --
-- --
-- --
SKH2324L/R-2 7
3-1/2
(16) 10d
(10) 10d
1905
1905
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
7,8
2-1/2
(16) 16d
(6) 10d
855
2255
HD7140-SK45L/R 7,8
2-1/2
(20) 16d
(8) 10d
1145
2820
7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
HD7160-SK45L/R 7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
HD7160-SK45L/R
7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
HD7160-SK45L/R
7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
HD7160-SK45L/R
7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
HD7160-SK45L/R 7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
HD7160-SK45L/R 7,8
2-1/2
(24) 16d
(8) 10d
1145
3385
20
®
MSH422-2
2
(8) 16d
(6) 16d
-- --
14
16
18
-- --RLVW:LGWK Þ
Double TJI 560
11-7/8
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
3690
HD7120-SK45L/R
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
20
Double TJI® 560D
-RLVW:LGWK Þ
18
20
22
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
HD7160-SK45L/R
See current USP Full Line Product Catalog or
iLevel software for specialty hanger options
24
1) Shaded hangers require web stiffeners at joist ends.
®
®
®
2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header.
Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values.
3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted.
4) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long.
0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOVDQGÝIRUGQDLOV
GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG
5) For additional sizes, stock numbers, and modifications not shown, refer to USP's Full Line Catalog.
6) D Dim is the length of the hanger seat.
7) Miter cut required on end of joist to achieve design loads.
8) Hangers are special order. Consult USP to for pricing and lead times.
LSSH Installation:
• Use all specified fasteners.
Steps:
1. Position LSSH connector against plumb-cut end of joist. Fasten joist
side flanges on both sides with 10d x 11⁄2˝ nails. Bend seat up to fit
against joist bottom and drive (1) 10d x 11⁄2˝ nail through bottom
seat into rafter bottom. Drive (2) 10d x 11⁄2˝ nails at downward angle
through dimpled nailing guides.
2. Lean connector and rafter end against ridge beam at desired position.
Install 10d or 16d nails through nail holes into ridge beam at right
90° angle. If skewing the rafter, only drive nails into ridge beam on
inside flange.
3. Bend flange to desired angle.
4. Hammer outside flange until edge touches header. Fasten outside
flange to ridge by driving 10d or 16d nails through nail holes.
• Web stiffeners are required for all TJI® Joist installations.
• Designer may consider adding a tension restraint for the supported
member for roof slopes exceeding 6/12.
LSSH
3&4
2
1
skew to 45˚ maximum
Customer Service / Technical Assistance
Burnsville, MN Corporate Office
1-800-328-5934
MSH
9
MICROLLAM® LVL, PARALLAM® PSL, OR
TIMBERSTRAND® LSL BEAMS & HEADERS
Top Mount Hangers3
Face Mount Hangers
4
Joist
Height
USP
6
Stock No.
D
7
Dim
Fastener Schedule
Header
Joist
Uplift
2
160%
Down 100%1
LVL
PSL
LSL
USP
Stock No.
Fastener Schedule4
D
7
Dim
Header
Joist
Uplift Down
2
1
160% 100%
Ý0LFUROODP®/9/RU3DUDOODP®36/RU7LPEHU6WUDQG®/6/
7-1/4
9-1/4
9-1/2
11-1/4
11-7/8
14
PHXU17725
3-1/4
(8) 16d
(6) 10d x 1-1/2
1035
4420
4425
4425
HD1770
2
(14) 16d
(4 10d x 1-1/2
730
BPH17925
2-3/8
(10) 16d
(4) 10d x 1-1/2
625
3340
3395
3395
HD17925
2
(18) 16d
(6) 10d x 1-1/2
1065
1975
2540
PHXU17925
3-1/4
(8) 16d
(6) 10d x 1-1/2
1035
4420
4425
4425
HUS179 5
3
(30) 16d
(10) 16d
3205
5310
THO17950
2
(6) 10d
(2) 10d x 1-1/2
270
1345
1290
1335
HD17925
2
(18) 16d
(6) 10d x 1-1/2
1065
2540
PHXU1795
3-1/4
(8) 16d
(6) 10d x 1-1/2
1035
4420
4425
4425
HUS179 5
3
(30) 16d
(10) 16d
3205
5310
BPH17112
2-3/8
(10) 16d
(4) 10d x 1-1/2
625
3340
3395
3395
HD17112
2
(22) 16d
(6) 10d x 1-1/2
1065
2870
PHXU17112
3-1/4
(8) 16d
(6) 10d x 1-1/2
1035
4420
4425
4425
HUS179 5
3
(30) 16d
(10) 16d
3205
5310
THO17118
2
(6) 10d
(2) 10d x 1-1/2
270
1345
1290
1335
HD17112
2
(22) 16d
(6) 10d x 1-1/2
1065
2870
PHXU17118
3-1/4
(8) 16d
(6) 10d x 1-1/2
1035
4420
4425
4425
HUS179
5
3
(30) 16d
(10) 16d
3205
5310
BPH1714
2-3/8
(10) 16d
(4) 10d x 1-1/2
625
3340
3395
3395
HD1714
2
(26) 16d
(8) 10d x 1-1/2
1065
3100
PHXU1714
3-1/4
(8) 16d
(6) 10d x 1-1/2
1035
4420
4425
4425
HUS179
5
3
(30) 16d
(10) 16d
3205
5310
3950
3O\ÝRUÝ0LFUROODP®/9/RU3DUDOODP®36/RU7LPEHU6WUDQG®/6/
7-1/4
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
THD48
3
(28) 16d
(16) 10d
2595
PHXU35925
3-1/4
(8) 16d
(6) 10d
1290
6650
5785
6420
THD410
3
(38) 16d
(20) 10d
3810
5360
HLBH35925
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
THDH410 5
4
(46) 16d
(12) 16d
3970
8260
PHXU3595
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH3595
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
PHXU35112
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH35112
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
PHXU35118
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH35118
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
PHXU3514
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH3514
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
PHXU3516
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH3516
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
PHXU3518
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH3518
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
PHXU3520
3-1/4
(8) 16d
(6) 10d
1290
6650
HLBH3520
6
(15) NA16D-RS
(6) 16d
1420
10620 10565 9600
THDH414
22
PHXU3522
3-1/4
(8) 16d
(6) 10d
1290
6650
5785
6420
24
PHXU3524
3-1/4
(8) 16d
(6) 10d
1290
6650
5785
6420
9-1/4
9-1/2
11-1/4
11-7/8
14
16
18
20
5785
5785
5785
5785
5785
5785
5785
6420
6420
6420
6420
6420
6420
6420
THD410
3
(38) 16d
(20) 10d
3810
5360
THDH410 5
4
(46) 16d
(12) 16d
3970
8260
THD410
3
(38) 16d
(20) 10d
3810
5360
THDH412 5
4
(56) 16d
(14) 16d
5225
9845
THD410
3
(38) 16d
(20) 10d
3810
5360
THDH412 5
4
(56) 16d
(14) 16d
5225
9845
THD410
3
(38) 16d
(20) 10d
3810
5360
THDH414 5
4
(66) 16d
(16) 16d
6810
9845
THD412
3
(48) 16d
(20) 10d
3810
6770
THDH414 5
4
(66) 16d
(16) 16d
6810
9845
THD412
3
(48) 16d
(20) 10d
3810
6770
THDH414 5
4
(66) 16d
(16) 16d
6810
9845
THD414
3
(58) 16d
(20) 10d
3810
7045
4
(66) 16d
(16) 16d
6810
9845
HD416
2 1/2
(26) 16d
(12) 10d
2285
3665
HD416
2 1/2
(26) 16d
(12) 10d
2285
3665
5
2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header.
Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values.
2) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted.
7RS0RXQW+DQJHUVUHTXLUHDPLQLPXPÝKHDGHUZLGWKIRU7+2VHULHVKDQJHUVÝPLQLPXPKHDGHUWKLFNQHVVIRUDOORWKHUVWRFNQXPEHUV
4) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long.
GDQGGQDLOVDUHFRPPRQZLUHDQGUHTXLUHDPLQLPXPSHQHWUDWLRQRIÝDQGÝUHVSHFWLYHO\
GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG
5) Joist nails need to be toe nailed at a 30° to 45° angle to achieve listed loads for THDH and HUS models.
)RUDGGLWLRQDOVL]HVVWRFNQXPEHUVDQGPRGLILFDWLRQVQRWVKRZQUHIHUWR863
V)XOO/LQH&DWDORJ
7) D Dim is the length of the hanger seat.
THO
HD
HUS
www.USPconnectors.com
e-mail: [email protected]
© Copyright 2012 United Steel Products Company
USP945-121
10
MICROLLAM® LVL, PARALLAM® PSL, OR
TIMBERSTRAND® LSL BEAMS & HEADERS
Top Mount Hangers3
4
Joist
Height
USP
6
Stock No.
Fastener Schedule
D
7
Dim
Header
Joist
Face Mount Hangers
Uplift
160%
2
1
4
Down 100%
LVL
PSL
LSL
Fastener Schedule
USP
Stock No.
D
7
Dim
-- --
-- --
-- --
-- --
-- --
3
(38) 16d
(20) 10d
3410
5660
4
(46) 16d
(16) 16d
4565
8725
3
(38) 16d
(20) 10d
3410
5660
5
4
(46) 16d
(16) 16d
4565
8725
Header
Joist
Uplift
2
160%
Down
1
100%
3O\ÝRUÝ0LFUROODP®/9/RU3DUDOODP®36/RU7LPEHU6WUDQG® LSL
7-1/4
9-1/4
9-1/2
11-1/4
11-7/8
14
16
18
20
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
PHXU55925
3-1/4
(8) 16d
(6) 10d
1290
6650
5785
6650
THD610
5
HLBH55925
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH610
PHXU5595
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD610
HLBH5595
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH610
PHXU55112
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD610
3
(38) 16d
(20) 10d
3410
5660
HLBH55112
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH612 5
4
(56) 16d
(20) 16d
5180
9935
PHXU55118
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD610
HLBH55118
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH612
PHXU5514
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD610
HLBH5514
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH614
PHXU5516
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD612
HLBH5516
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH614
PHXU5518
3-1/4
(8) 16d
(6) 10d
1290
5785
HLBH5518
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
PHXU5520
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD614
HLBH5520
6
(15) NA16D-RS
(6) 16d
1605 10620 10565
9600
THDH614
6650
6650
6650
6650
6650
6650
6650
3
(38) 16d
(20) 10d
3410
5660
5
4
(56) 16d
(20) 16d
5180
9935
3
(38) 16d
(20) 10d
3410
5660
5
4
(66) 16d
(22) 16d
5795
11645
3
(48) 16d
(20) 10d
4065
7150
5
4
(66) 16d
(22) 16d
5795
11645
6650
THD612
3
(48) 16d
(20) 10d
4065
7150
9600
THDH614 5
4
(66) 16d
(22) 16d
5795
11645
5
3
(58) 16d
(20) 10d
4065
8415
4
(66) 16d
(22) 16d
5795
11645
22
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
HD5216
2-1/2
(30) 16d
(12) 10d
2285
4230
24
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
-- --
®
®
®
3O\ÝRUÝ0LFUROODP /9/RU3DUDOODP 36/RU7LPEHU6WUDQG LSL
9-1/4
9-1/2
11-1/4
11-7/8
14
16
18
20
22
24
PHXU71925
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD7210
HLBH71925
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
6650
9600
THDH7210
PHXU7195
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD7210
HLBH7195
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
THDH7210
PHXU71112
3-1/4
(8) 16d
(6) 10d
1290
5785
HLBH71112
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
PHXU71118
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD7210
HLBH71118
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
THDH7212
PHXU7114
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
THD7210
HLBH7114
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
THDH7214
PHXU7116
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
HD7120
HLBH7116
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
THDH7214
PHXU7118
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
HD7140
HLBH7118
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
THDH7214 5
PHXU7120
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
HD7140
HLBH7120
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
THDH7214
PHXU7122
3-1/4
(8) 16d
(6) 10d
1290
5785
6650
HLBH7122
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
9600
PHXU7124
3-1/4
(8) 16d
(6) 10d
1290
5785
HLBH7124
6
(15) NA16D-RS
(6) 16d
1605 10620 10370
6650
6650
6650
6650
6650
6650
6650
6650
6650
3
(38) 16d
(20) 16d
3410
5660
5
4
(46) 16d
(12) 16d
3970
8260
3
(38) 16d
(20) 16d
3410
5660
5
4
(46) 16d
(12) 16d
3970
8260
6650
THD7210
3
(38) 16d
(20) 16d
3410
5660
9600
THDH7212 5
4
(56) 16d
(14) 16d
5225
9845
3
(38) 16d
(20) 16d
3410
5660
5
4
(56) 16d
(14) 16d
5225
9845
3
(38) 16d
(20) 16d
3410
5660
5
4
(66) 16d
(16) 16d
6810
9845
5
2-1/2
(16) 16d
(6) 10d
1140
2255
4
(66) 16d
(16) 16d
6810
9845
2-1/2
(20) 16d
(8) 10d
1525
2820
4
(66) 16d
(16) 16d
6810
9845
2-1/2
(20) 16d
(8) 10d
1525
2820
4
(66) 16d
(16) 16d
6810
9845
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
-- --
-- --
-- --
-- --
-- --
-- --
6650
HD7160
2-1/2
(24) 16d
(8) 10d
1525
3385
9600
-- --
-- --
-- --
-- --
-- --
-- --
5
See footnotes on page 9.
PHXU
HLBH
THD
Customer Service / Technical Assistance
Burnsville, MN Corporate Office
1-800-328-5934
THDH
11
VARIABLE PITCH CONNECTORS –
TMP & TMPH SERIES
The TMP and TMPH is designed to make rafter-to-plate connections
and eliminates time-consuming bird’s-mouth notching or bevel plate
installation. The TMP automatically adjusts to pitches from 1/12 to 6/12 and the
TMPH from 6/12 to 14/12.
Installation:
• Use all specified fasteners.
• Position connector on top plate. Fasten connector to outside of top plate with
specified nails. Insert rafter into rafter pocket. Adjust rafter and pocket to correct
pitch. Fasten rafter to connector with specified nails. Installing the TMP requires
driving specified nails through the opposing slots in the pocket. TMPH installation involves sliding the fulcrum until it supports the pocket at the desired pitch
and nailing down through the fulcrum base into the top plate to lock the fulcrum
into position.
Pitch Range:
TMP – 1 ⁄ 12 – 6 ⁄ 12
TMPH – 6 ⁄ 12 – 14 ⁄ 12
USP
1
Stock No.
D
5
Dim
TMP175
TMPH175
Fastener Schedule
Header
TMPH21
TMPH23
TMPH23
TMPH4
(6) 10d
(4) 10d x 1-1/2
1150
220
(8) 10d x 1-1/2
1950
200
3-1/2
(6) 10d
(4) 10d x 1-1/2
1290
220
4
(10) 10d
(8) 10d x 1-1/2
1950
200
3-1/2
(6) 10d
(4) 10d x 1-1/2
1970
220
4
(10) 10d
(8) 10d x 1-1/2
1950
200
3-1/2
(6) 10d
(4) 10d x 1-1/2
1970
220
4
(10) 10d
(8) 10d x 1-1/2
1950
200
3-1/2
(6) 10d
(4) 10d x 1-1/2
1970
220
4
(10) 10d
(8) 10d x 1-1/2
1950
200
-RLVW:LGWK Ý
-RLVW:LGWK Ý
-RLVW:LGWK Ý
-RLVW:LGWK Ý
TJI® 560D
TMP4
TMPH4
160%
(10) 10d
TJI® 560
TMP4
100%
4
TJI® 360
TMP23
Uplift3
3-1/2
TJI® 230
TMP23
Joist
Down2
-RLVW:LGWK Ý
TJI® 210
TMP21
TMP
4
TJI® 110
Typical TMP
installation
Typical TMPH
installation
-RLVW:LGWK Ý
3-1/2
(6) 10d
(4) 10d x 1-1/2
1970
220
4
(10) 10d
(8) 10d x 1-1/2
1950
200
1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required
for non-shaded hangers by Weyerhaeuser.
2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn,
Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header. Loads are governed by
test results; no further increase shall be permitted.
3) Uplift loads have been increased 60% for wind and seismic loading;
no further increase shall be permitted.
G[QDLOVDUHÝGLDPHWHU[ÝORQJDQGGQDLOVDUHGLDPHWHU[ORQJ
0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOV
5) D Dim is the length of the hanger seat.
www.USPconnectors.com
e-mail: [email protected]
© Copyright 2012 United Steel Products Company
fulcrum
TMPH
USP945-121
12
GENERAL INSTALLATION
WS Series Wood Screw Applications Joining 2, 3, or 4 Ply Microllam® LVL or
Parallam® PSL Members
Screw length
USP name
Installation:
• Screws are self-drilling.
3
• Install using a low speed clutch drill with ⁄ 8˝ hex head driver.
3/8˝
L
The washer head should be flat to the surface and the
serrations will oppose turning and release the clutch. Do not
over-tighten the screws.
T
• For 2 ply members, wood screws shall be installed with the screw
heads in the loaded ply.
• For 3 or 4 ply members, wood screws shall be installed in both
outer plys.
Recommended Row Guidelines
• Designer shall specify all wood screws locations.
• Increase edge and end distances if wood splitting occurs.
1˝ min. Recommended (Typ)
WS
• Stagger all screws installed into the opposite face.
Other Stagger patterns as approved by Engineer are acceptable
• A minimum of 2 rows of screws
1 1/2˝
shall be used for all members
min
1
with H= 5 /2” and larger.
H
SH
Serrations
Serrations
threads
Cut threads
Cut
drillingpoint
point
Selfdrilling
Self
2 1/2˝
min
2 1/2˝
min
1 1/2˝
min
Figure 1
Spacing
4˝ min. – 24˝ max.
Spacing
4˝ min. – 24˝ max.
Figure 3
Figure 4
Figure 5
WS6 installed
in (4) 13⁄4˝ Ply
WS35 installed
in (1) 13⁄4˝,
(1) 31⁄2˝ Ply
WS35 installed
in (2) 13⁄4˝,
(1) 31⁄2˝ Ply
Figure 2
WS35 installed WS35 installed
in (3) 13⁄4˝ Ply
in (2) 13⁄4˝ Ply
End of
member
Dimensions
Figure 6
WS6 installed
in (2) 31/2˝ Ply
Maximum Allowable Uniform Loads
1,3,4,5,6
WKDWFDQEHDSSOLHGWRHLWKHURXWVLGHPHPEHU/EV3HU/LQHDO)W
'RXJODV)LU/DUFK* USP
Stock
1R
Description
WS35
Ý[Ý
WS6
Ý[Ý
L
SH
T
Ý
Ý
Ý
Ý
Ý
Ý
Multiple
Members
Installation
2,7
Figure
1
2
4
5
3
6
Wood Screw Spacing
Þ2&
Þ2&
Þ2&
2
Rows
3
Rows
2
Rows
3
Rows
2
Rows
3
Rows
1005
755
755
670
670
1005
1505
1130
1130
1005
1005
1505
670
505
505
445
445
670
1005
755
755
670
670
1005
505
380
380
335
335
505
755
565
565
505
505
755
1) 7DEXODWHGYDOXHVDUHEDVHGRQD:66FUHZODWHUDOORDGFDSDFLW\RISRXQGVDQGDVLGHPHPEHUWKLFNQHVVQROHVVWKDQÞ
2) Load values depicted assume all uniform load is applied to the most narrow outside ply only.
3) Load values neglect any contribution of screws installed to opposite side, even if they extend significantly into the loaded ply.
4) Loads are for normal (100%) duration of load, and may be increased in accordance with the code.
®
®
®
5) Uniform loads in table represent the capacity of the fasteners. The capacity of the Microllam LVL, Parallam PSL, or TimberStrand LSL
beam may be less and should be checked by a qualified designer or with the manufacturer's literature.
$TXDOLILHGGHVLJQHUVKDOOHQVXUHWKHDGHTXDF\RIDÝZLGHEHDPWRUHVLVWWKHDSSOLHGORDGRQRQHHGJHRWKHUZLVH
the loads shall be uniformly distributed across the width or applied equally on both sides.
7) For Figures 2, 3, 5, and 6: Stagger the screws on opposite face by half minimum spacing requirements.
Customer Service / Technical Assistance
Burnsville, MN Corporate Office
1-800-328-5934
4˝ min
13
NOTES
www.USPconnectors.com
e-mail: [email protected]
© Copyright 2012 United Steel Products Company
USP945-121
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www.USPconnectors.com
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Weyerhaeuser Microllam, Parallam, Timberstrand and TJI are registered trademarks of Weyerhaeuser NR.
Customer Service
Burnsville, MN
Phone: 1-800-328-5934
Fax: 1-952-898-8683
Manufacturing:
Montgomery, MN • Livermore, CA
Largo, FL • Thornhill, Ontario
www.USPconnectors.com
©
Warehouses:
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Lumberton, NJ
Copyright 2012 United Steel Products Company
Information valid until October 1, 2014