HomeMy WebLinkAboutPermit File BLD-2021-1024 4122 Clyde Way (4)General Notes:
1. Outdoor environments are generally more corrosive to steel. If you choose to use ZMAXO or HDG finish or stainless steel material on an outdoor project, you should periodically inspect your
connectors and fasteners or have a professional inspection performed. Regular maintenance, including water -proofing of the wood used in your outdoor project is also a good practice.
2. Coatings Available:
2.1. ZMAX: Galvanized (G185) 1.85 oz. of zinc per square foot of surface area. (hot -dip galvanized per ASTM A653 total both sides). These products require hot -dip galvanized fasteners
(fasteners which meet the specifications of ASTM A153).
2.2. HDG - Hot Dip Galvanized: Products are hot -dip galvanized after fabrication (14 ga. and thicker). The coating weight increases with material thickness. The minimum specified coating weight
is 2.0 oz. per square foot. (per ASTM A123 total both sides). These products require hot -dip galvanized fasteners (fasteners which meet the specifications of ASTM Al53).
2.3. SS - Stainless Steel: Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless -steel nails are required with stainless -steel
products, and are available from Simpson Strong -Tie.
3. When using stainless steel connectors, use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors, use HDG fasteners that meet the specifications of
ASTM All 53 or equivalent coating offered on Simpson Strong -Tie fasteners.
4. Due to many variables involved with outdoor construction, Simpson Strong -Tie cannot provide estimates on service life of connectors, anchors or fasteners.
5. To obtain optimal performance from Simpson Strong -Tie products, the products must be installed properly and used in accordance with the installation instructions and design limits provided by
Simpson Strong -Tie.
6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors, anchors, and fasteners shown.
7. Simpson Strong -Tie reserves the right to change the specifications, design and models shown without notice or liability for such changes.
8. Simpson Strong -Tie does not guarantee the performance or safety of products that are modified, improperly installed or not used in accordance with the design.
9. All references to bolts or machine bolts (MB) are structural quality through bolts (not lag screws or carriage bolts) equal to or better than ASTM A307, grade A. Bolt holes shall be at least a
minimum 1/32" and no more than a maximum of 1/16" larger than the bolt diameter per 2005 NDS Section 11.1.2.
10.Unless noted otherwise, all references to standard cut washers refer to Type A plain washers (W) conforming to the dimensions shown in ASME B18.22.1 for the appropriate rod sizes.
11.Unless stated otherwise, Simpson Strong -Tie cannot and does not make any representation regarding the suitability of use or load -carrying capacities of connectors installed with improper
fasteners.
E>
E>
1" for 2x's 1%6" for
3x's and 4x's
�m
C
° D °
I,-WJ l
LUS
Typical LUS28Z
Installation
Installation:
• LUS hangers install with double shear nailing.
• For installations into single 2x headers or
ledgers, use the specified full length fasteners
into the joist and the following fasteners into
the header for reduced loads in accordance
with www.strongtie.com:
•• 10dx1% nails for installations with Nails
•• SD #9x1'/ for LUS28Z and LUS21OZ
installations with SD Screws
•• SD #10x1%for LUS26-2Z and
LUS210-2Z installations with SD Screws
Model No.
Dimensions (in.)
Fasteners
Nails
SD Screws
W
H
B
Header
Joist
Header
Joist
LUS26Z
1 9/16
4 3/4
1 3/4
4-10d
4-10d
LUS28Z
1 9/16
6 5/8
1 3/4
6-10d
4-10d
6-SD #9x2'/2
4-SD #9x2%
LUS21 OZ
1 9/16
713/16
1 3/4
8-10d
4-10d
8-SD #9x2'/2
4-SD #9x2%
LUS26-2Z
31/8
4 7/8
2
4-16d
4-16d
4-SD #10x2'/2
4-SD #10x2'/2
LUS210-2Z
31/8
9
2
8-16d
6-16d
8-SD #10x2'h
6-SD #10x2'/2
1. E> indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
I D01 I General Notes I D03 I LUS Joist Hangers
SDS Screw
SD Screw SD Screw SD Screw SD Screw 'A" x various
16d LOd #10x2'/, #9x21/ 8d #10x1% #9x1'/ lengths
1%
2%
0.25"
3%
0.162"
Fastener Notes:
1. The specified quantity, type and size of fastener must be installed in the correct holes on the connector to achieve published
loads. Incorrect fastener selection or installation can compromise connector performance and could lead to failure.
2. Nail diameter assumes no coating. See technical bulletin T-NAILGUIDE for more information.
3. The Simpson Strong -Drive® SD structural -connector screw is the only screw approved for use with our connectors.
4. NAIL reference in tables: 16d =16d common, 10d =10d common
D02 � Fasteners
(D e (D 0 (D
Round Holes
Purpose: to fasten
a connector.
Fill requirements:
always fill, unless
noted otherwise.
Obound Holes
Purpose: to make
fastening a connector
in a tight location
easier.
Fill requirements:
always fill.
0
I�
Speed Prongs
Used to temporarily
position and secure the
connector for easier and
faster installation.
Dome Nailing
This feature guides
the nail into the joist
and header at a 45°
angle.
Hexagonal Holes
Purpose: to fasten a
connector to concrete
or masonry.
Fill requirements:
always fill when
fastening a connector
to concrete or
masonry.
Triangular Holes
Purpose: to increase a
connector's strength or
to achieve Max
strength.
Fill requirements:
when the designer
specifies Max nailing.
Double Shear Nailing
The nail is installed in
the joist and header,
distributing the load
through two points on
each joist nail for
greater strength.
Fastening Identification
Diamond Holes
Purpose: to temporarily
fasten a connector to
make installing easier.
Fill requirements: none.
Pilot Holes
Tooling holes for
manufacturing
purposes. No
fasteners required.
Installation:
• For HUC installations, models have triangle and round
holes. To achieve maximum loads, fill both round and
triangle holes (fastener quantities listed fill both holes).
• For installations into single 2x headers or ledgers, use
the specified full length fasteners into the joist and the
following fasteners into the header for reduced loads
in accordance with www.strongtie.com:
• 10dx1'/ nails for installations with Nails
• SD #9x1 % for LUC26Z and LUC210Z
installations with SD Screws
Typical HUC Installation
(LUC Similar)
Model No.
Dimensions (in.)
Fasteners
Nails
SD Screws
W
H
B
Header
Joist
Header
Joist
LUC26Z
1 9/16
4 3/4
1 3/4
6-10d
4-10dx1'/2
6-SD #9x2'%
4-SD #9x1'/z
LUC21 OZ
1 9116
7 3/4
1 3/4
10-10d
6-10dxl %
10-SD #9x2'/2
6-SD #9x1'%
HUC26-2Z
31/8
5 318
2 1/2
12-16d
6-10d
HUC28-2Z
31/8
7
21/2
14-16d
6-10d
HUC210-2Z
31/8
813/16
21/2
18-16d
10-10d
1. E> indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
D04 � LUC, HUC Joist Ha
0c)�
N V
V Q°
o E o N
Z Z �uo i U ;
m
x o
Z E ZE 0Yac>
0 m Y a
W m n J
FoL
Zooms
C - N U
y N ,CJ N
Z i�
y w w
CL
OfH-MM
�0000
Nzzrnrn
Z
N DA
N
Q
i
O'
N �
N
•c
� U)
Q L
� C
O Q
Ca Cc
LL.
N �
i =
cc
LO
o��
Installation: N >
w� Installation: a� o
• The joist may be square cut or A ,; p�
bevel cut. � m • Follow 3-step installation sequence for skewed cc
A • These hangers will normally or sloped/skewed applications.
accommodate a 40' to 50° • Do not substitute 10dx1 % nails for face nails.
° o ° skew. • To see an installation video on this product, visit
H www.strongtie.com
° LSSU21OZ 1 NAILS
NAILS ao n
H J U "A" Flanges STEP 1 N m
Nail hanger to slope -cut carried member, installing o = o
° seat nail first. No bevel necessary for skewed Z o o
Z m m
0 3Y ° installation. Install joist nails at 45° angle. U X o
Z E Y
Slope to Q = o >
B w 45° up or down. d 0 � �
Typical SUR � ' Y
Installation °
SUL Skewed Left Hanger W @ o
(SUR is Skewed Right) P ga '75
ACUTE O � =
STEP z�o=i;
ANGLE Attach hanger to the carrying member, acute angle O — `" U
O N N
side first (see footnote 1). Install nails at an angle.
y N rCJ N �
z i U)
y w LU w
STEP 2 CL
�0000
Skew flange from 0-45°. Bend other flange back to z z CO CO
along centerline of slots until it meets the header.
1. For skewed LSSU, the inner most face fasteners on the acute angle side are not Bend one time only.
1. � indicates connector is available in stainless steel. Replace Z in model number installed.
with SS when ordering. •
2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. - r
D05 SUR/SUL 450 Skewed Joist Hangers D07 LSU, LSSU Adjustable Joist Hangers
i N
O Y
Installation: 0
• Field skewable; bend one time only. Washer Installation:
• Joist must be constrained against Required-
g Not Supplied ® • ABA, ABU - for pre -pour installed O O
rotation (for example, with solid anchors. For Simpson Strong -Tie epoxy Installation: O
blocking) when using a single LS per o I o ®` ® ° ° or mechanical anchors, select and install Embed into wet concrete up to the
connection. ° in accordance with www.strongtie.com. bottom of the 1" standoff base
•Products require washers between the H plate. A 2" minimum side cover is O
�w nut and the base. Washers are supplied ' ®• required to obtain the full load.
m Adjustable �L with the ABU but not the ABA, which Holes in the bottom of the straps
from 0° to 135° 2" Min. allow for free concrete flow. O
Bend one time only . requires a standard cut washer.
\ v ABA44Z ABU44Z Typical ABA Installation sidever �I, •Allow concrete to cure before AW
0
o m Typical LS50Z (ABU Similar) L w installation of the post.
H � Shipped HB �..,
o at as Installation N �L+
:.
LS LS Top View'' '�:o` Q V
Typical PBS E
O
N
.�
U)
Q L
1. D indicates connector is available in stainless steel. Replace Z in model number
C
with SS when ordering. 1. E> indicates connector is available in stainless steel. Replace Z in model number O 4)
2. Refer to current Wood Construction Connectors catalog for additional information. with SS when ordering. 1. Refer to current Wood Construction Connectors catalog for additional information. �=+ t'
2. Refer to current Wood Construction Connectors catalog for additional information.
U_
to �
D06 LS Framing Angles D08 ABA, ABU Post Bases D09 PBS Post Bases
Model No.
Joist Size
Dimensions (in.)
Fasteners
W
H
B
Al
A2
Header
Joist
SURIL26Z
2x6, 8
1 9/16
5
2
1 1/8
1 5/16
6-16d
6-10dx1'/z
SUR/L210Z
2x10, 12
1 9/16
81/8
2
1 1/8
1 5/16
10-16d
10-10dx1'/2
SUR/L210-2Z
(2) 2x10,12
31/8
811/16
2 5/8
1 7/16
2 3/8
14-16d
6-16dx2'/2
Model No.
L (in)
Fasteners
LS30Z
3 3/8
6-10d
LS50Z
4 7/8
8-10d
LS70Z
6 3/8
10-10d
Model No.
Dimensions (in.)
Fasteners
W
H
A
Header
Joist
LSU26Z
1 9/16
4 7/8
1 1/2
6-10d
5-10dx1 1/2
LSSU210Z
1 9/16
8112
15/8
10-10d
7-10dx1112
Model
No.
Post
Size
Dimensions (in.)
Anchor
Dia.
Post Fasteners
yy
L
H
HB
Nails
SD Screws
Machine Bolts
Qty.
Dia.
ABA44Z
4x4
3 9116
3118
3 1116
-
1/2
6-10d
6-SD #9x1'/2
-
-
ABU44Z
4x4
3 9116
3
5112
1 3/4
5/8
12-16d
12-SD #10x1'/z
2
1l2
ABA46Z
4x6
3 9116
5 3116
3118
-
5/8
8-16d
8-SD #10x1'/2
-
-
ABU46Z
4x6
3 9116
5
7
2 5/8
5/8
12-16d
-
2
1/2
ABA66Z
6x6
5 112
5 114
3118
-
5/8
8-16d
8-SD #10x1'/:
-
-
ABU66Z
6x6
5112
5
61116
13/4
5/8
12-16d
-
2
1/2
ABU88Z
Sx8
7112
7
7
-
2-5/8
18-16d
-
-
-
Dimensions (in.)
Post Fasteners
Model No.
W
L
H
HB
Nails
SD Screws
Machine Bolts
Qty.
Dia.
PBS44AHDG
3 9/16
31/2
61/4
3 7/16
14-16d
14-SD #10x1'/z
2
112
PBS66HDG
5 1/2
5 3/8
61/2
311116
�174-176dd
-
2
112
C
C
H
w2 3"
Side
I' II9I
i
Typical CBSQ
Installation:
• Install Simpson Strong -Tie SDS'/a"
x 2" wood screws, which are
provided with the column base,
with a %" hex head driver. (Lag
screws will not achieve the same
load.)
• Allow concrete to cure before
installation of the post.
• For full loads, a minimum of 3"
side cover shall be provided.
ypical CBSQ44
Installation
Model No.
Post
Size
Dimensions (in.)
Number of
SDS Screws
W1
W2
D
H
CBSQ44-SDS2HDG
4x4
3 9/16
31/2
7 1/8
8 3/8
14-SDS'/4"x2"
CBSQ46-SDS2HDG
46
3 9/16
5 5/16
713/16
811116
14-SDS'/4"x2"
CBSQ66-SDS2HDG
6x6
5 1/2
51/2
6 7/8
8 3/4
14-SDS''/4"x2"
CBSQ86-SDS2HDG
6x8
7 1/2
5 3/8
6 1/8
811116
12-SDS''/4"x2"
CBSQ88-SDS2HDG
8x8
7 1/2
7 3/8
6 1/8
811116
12-SDS''/4"x2"
1. L> indicates connector is available in stainless steel. Replace-SDS2HDG in model
number with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
Installation:
/� • Install in pairs.
/L • For LCE4Z installations on
emu—° ° mitered corner conditions,
/°
a '. refer to www.strongtie.com
° ° for more information.
1Y4'
C
C
C
AC LPCZ Typical LCE4Z
Installation
Dimensions (in.)
Fasteners
Model No.
W
L
Nails
SD Screws
Beam
Post
Beam
Post
AC4Z
3 9/16
61/2
14-16d
14-16d
14-SD #10x1'h
14-SD #10x11/2
AC6Z
51/2
81/2
1 14-16d
14-16d
14-SD #10x1'/z
14-SD #10x1'/z
LPC4Z
3 9/16
3 1/2
8-10d
8-10d
8-SD #9x1'/2
8-SD #9x1'/2
LPC6Z
5 9/16
5 112
8-10d
8-10d
-
-
LCE4Z
-
5 3/8
14-16d
10-16d
14-SD #10x1'/z
10-SD #10x1'/2
1. 7> indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
Installation:
• For end conditions, specify ECCQ
• Install Simpson Strong -Tie SDS 1/" x
y" screws, which are provided with
the column cap, with a %" hex head
driver. SIDS screws install best with
a low speed 1/" drill.
• Beam depth must be a minimum 7".
ECCQ
Model No.
Beam
Width
Dimensions (in.)
No. of SDS Vx
2V Screws
W1
W2
L1
H
CCQ
ECCQ
Beam
FPost
CCQ3-6HDG
31/8
31/4
51/2
11
81/2
7
16
14
CCQ44HDG
4x
3 5/8
3 5/8
11
81/2
7
16
14
CCQ46HDG
4x
3 5/8
51/2
11
81/2
7
16
14
CCQ48HDG
4x
3 5/8
71/2
11
81/2
7
16
14
CCQ66HDG
6x
51/2
51/2
11
81/2
7
16
14
CCQ68HDG
I 6x
5112
71/2
11
81/2
7
16
14
1. E:> indicates connector is available in stainless steel. Replace HDG in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
I D10 I CBSQ Post Bases I D12 1 AC, LPC, LCE Post Caps I D14 1 CCQ, ECCQ Post Caps
® wil
`o
m
" m
m
" W2"
BCS
BCS
(BC Similar)
Typical BCS Installation
(BC Similar)
Installation:
• BCS: Install dome nails on
beam; drive nails at an
angle through the beam
into the post below.
• BC: Do not install bolts into
pilot holes.
Dimensions (in.)
Fasteners
Model No.
W1
W2
L1
L2
H1
H2
Nails
SD Screws
Beam
Flange
Post
Flange
Beam Flange
Post Flange
BC4Z
3 9/16
3 9/16
2 7/8
2 7/8
3
3
6-16d
6-16d
6-SD #10x1'%
6-SD #10x1 %
BC6Z
51/2
51/2
4 3/8
4 3/8
3 3/8
3 3/8
12-16d
12-16d
BCS2-2/4Z
31/8
3 9116
2 7/8
2 7/8
215/16
215/16
8-10d
6-10d
8-SD #9x2%
6-SD #9x2%
BCS2-3/6Z
1 4 5/8
5 9/16
1 4 3/8
1 2 7/8
1 3 5/16
1 215/16
1 12-16d
6-16d
I -
1. E) indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
D11 � BC, BCS Post
Model
No.'
W (in')
Fasteners2,3
Post Size
Beam
Post
PC4Z
3 9/16
(10)10d
(8)10d
(2) 2x4'
44
46
48
PC6Z
51/2
(10)10d
(8)10d
46
6x6
6x8
PC8Z
71/2
(10)10d
(8)10d
48
6x8
8x8
1. Post and beam may consist of multiple members provided they are
connected independently of the post cap fasteners.
2. 10d x 2/" (0.148" dia. x 2112" long) nails may be used with no load
reduction for uplift and 0.85 of the table loads for lateral.
3. Strong -Drive® SD9 x 1%" Connector screws may be substituted for
table fasteners with no load reduction.
4. Models available for rough size lumber, specify RZ suffix. Ex.
PC4RZ.
D13
EPC Post
® sir+rsom®
° o tron9'¶0 0
Pilot holes for
1Y8" ®® w manufacturing
o
° 25 purposes (Do not
install bolts) (typ.)
mgef = —60E
PCZ
Typical EPCZ End Post
Cap Installation
nstallation:
For end condition,
specify EPC
Use all specified
fasteners.
• Do not install bolts
into pilot holes.
C
C
C
C
WW1
m IN
® m ECC
r o o CC m
r►' � m � m
Installation:
• For end conditions, specify ECC
• Bolt holes shall be a minimum %2' to a maximum %6" larger than the bolt diameter.
• Contact engineered wood manufacturers for connections that are not through the
wide face.
• Beam depth must be at least as tall as H1.
Typical CCQ
Installation
)ical CC
tallation
Model No.
Beam
Width
Dimensions (in.)
Machine Bolts
W1
W2
L
H1
Dia.
Beam
Post
CC
ECC
CC
ECC
CC3-1/4-4HDG
31/8
31/4
3 5/8
11
71/2
61/2
5/8
4
2
2
CC3-1/4-6HDG
31/8
31/4
51/2
11
71/2
61/2
5/8
4
2
2
CC44HDG
4x
3 5/8
3 5/8
7
51/2
4
5/8
2
1
2
CC66HDG
6x
51/2
51/2
11
71/2
61/2
5/8
4
2
2
1. L> indicates connector is available in stainless steel. Replace HDG in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
D15 � CC, ECC Post
N m �
o c o N
0o
Z m E
s
ZEYac>
0 m Y a
vr��ir
W m n J
FoL
Z �5
0 0,8 �
O N N
y N iCJ N
Z
yw LU w LLJ
CL
OfofMM
�0000
VJ Z Z v> CO
Z
N DA
N
C/) a..+
L a
N �
to
•c
Q L
d
i C
O };
W N
cc
LL
N �
i =
cc
s
/'
o �10 °
------
Typical H1Z and
H2.5Z Installation
Installation:
• Use all specified fasteners. H1Z
Fasteners
Model
No.
Nails
SD Screws
To Joist
To Beam
To Joist
To Beam
H1Z
6-8dx1'h
4-8dx1'/2
6-SD #9x1'/2
4-SD #9x1'/Z
H2.5Z
5-8dx1'/z
5-8dx1'/z
5-SD #9xl%
5-SD #9xl%
H8Z
5-10dx1'/z
5-10dxl%
5-SD #9xl%
5-SD #9xl%
1. indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
O
0
o t A 1YP.
Y
TA9Z
(TA10Z length = 10 1/4")
Installation:
• Use all specified fasteners.
• For double 2x6 treads, install TA10Z inverted
with 4 screws installed into the treads.
E>
I]
F>
Model
Fasteners
No.
Stringer
Tread
TA9Z
3-SDS %"x1Y2'
2-SIDS'/4"x1'/z'
TA10Z
3-SDS %"x1'/2'
4-SDS%"x1'/2'
TA10Z
4-SDS'/;'x1'/z"
3-SIDS'/4"x1'/z"
1. L> indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
1:
1%" minimum from top of ledger and band joist
4" to 5' L On -center spacing
from end of of SDS wood screws
ledger per designer
SDS Ledger Installation
1'/z" minimum from
bottom of ledger
and band joist
Thread Length(in.)
Size (in.)
Model No.
'/4" x 3Y2'
SDS25312
21/4
'/4" x 5"
SDS25500
2%
1. E> indicates connector is available in stainless steel. Add SS to
model number when ordering.
2. Refer to current F-SDSLDGR for spacing and additional information.
3. The screws shall be staggered from the top to the bottom along the
horizontal run of the deck ledger per IRC 2009 Section R502.2.2.1.1.
I D16 1 H Hurricane Ties I D18 I TA Tread Angle I D19 I SDS Screws
Deck
Stair S
LSCZ
Installation: W
LSCZ Typical
Installation
• Before fastening, position the stair stringer with the LSCZ on the carrying member to verify where the bend
should be located.
• Tabs on the LSCZ must be positioned to the inside of the stairs.
• The fastener that is installed into the bottom edge of the stringer must go into the second -to -last hole.
• A minimum distance of %" measured from the lowest rim -joist fastener to the edge of rim joist is required.
Fasteners
Model
Nails
SD Screws
No.
Stringer
Stringer
Stringer
Stringer
Rim Joist
Rim Joist
wide Face
Narrow Face
Wide Face
Narrow Face
LSCZ
8-10dx1'/z
8-10dx1'/z
1 10dx1'/:
8-SD #9x1'/z
8-SD #9x1'/z
1 SD #9x1'/z
1. Indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. Stainless steel
models must be fastened with nails.
2. Refer to current Wood Construction Connectors catalog for additional information.
D17 � LSC Stair Stringer Connector
Ili
Installation:
• Install Simpson Strong -Tie SDS wood screws
with a %" hex head driver. SDS screws install
best with a low speed high torque drill.
• A standard cut washer (provided) must be
installed between the nut and the DTT2Z seat.
• Bolt holes shall be a minimum %2" to a maximum
%6" larger than the bolt diameter.
DTT2Z
Model No.
CL
Anchor
Fasteners
Dia.
DTT2Z
13/16
1/2"
8-SDS %"x1'/2'
1. D indicates connector is available in stainless steel. Replace Z in model number
with SS when ordering.
2. Refer to T-GRDRLPST and T-DECKLATLOAD for additional information.
D20 � DTT2Z Deck Tension Tie
Post
DTTj2
Decking
(typl .�
0 0 2.
0 0
2"
1/� diameter L Rim
macroone dolts or joist
\hreadedl rods with
nuts and washers
DTT2Z Installed as a Lateral Connector for a
Deck Guardrail Post.
For more information on guardrail post connections,
and installation instructions, see technical bulletin
T-GRDRLPST (available at www.strongtie.com).
IR diameter
aDG threaded
rod with nuts
and washers
ruoor joust
(Solid 2n °oust
\ 2x Nocring)
3" minimum
row spacing
O
SDS Screw
Installation:
• Install Simpson Strong -Tie
SDS wood screws with a %"
hex head driver.
• SDS screws install best with a
low speed %" drill.
floorsheaUng
nailed at U" rm.
on center to joust
with holdown
— Continuous flashing
(per code), not shown
Deck DTT2
joust
2"
DTT2Z Installed as a Lateral Connector for a
Deck -to -House Lateral Load Connection
For more information on this connection, and
installation instructions, see technical bulletin
T-DECKLATLOAD (available at www.strongtie.com).
00
W
co
N m �
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O = � N
Zo ME
z �yE
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Q o o .16
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W m n J
Z �5 0
O =U)U�
N
y N iCJ N
Z U U)
yw LU w LLJ
CL
OfofMM
�0000
VJ Z Z v> rn
Z
N DA
N
E Q
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-N N
c
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i C
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LL
4-0 -0 ca
—0
i =
cc
LO
0
M
Liz j N
Installation: Exterior cladding Wood structural panel Ledger fastener spacing may be
• Installs best with a low -speed 1/2" drill and a T-40 6-lobe and flashin not sheathing 0.30" min. a'
g offset up to 3" to avoid interference CO
bit. The matched bit included with the screws is shown for clarity thickness fastened per with joist attachment Identification on
recommended for best results. code ��� all Strong -Drive®
• Predrilling is typically not required. Where predrilling is �� SDWS Timber
necessary, use a 5132" drill bit. �`�� screw heads
• SDWS Timber screws are driven such that screw headsco
that are countersunk flush to the wood surface are Rim board per table 1/ 2" to 2" from top of 3" minimum row spacing, M
acceptable if the screw has not spun out. ledger and rim board 6" maximum L o
0
SDWS wood screws z
Floor joist A 8 —
stagger vertically z o t c;
or blocking a
spaced in accordance 0.220" �n
with table O O Y
o
v����
W @ n�
z;�==o
2x deck ledger o _ Un 0
shown (double 2x
ledger similar) 6" from end 1Y2" to 2" from bottom of z F F
of ledger ledger and rim board TL y w LU w W
On -center spacing of = _
SDWS wood screws 2 Of of >
VJ 0000
Z Z CO CO
Ledger -to -Rim Board Assembly
(Wood -framed lower floor acceptable, Strong -Drive° SDWS TIMBER
Screw Spacing Detail Strong -Drive SDWS Timber •
1. Refer to current Wood Contruction Connectors catalogs concrete wall shown for illustration purposes) -
for spacing and additional information.
D21 SDWS Screws
i N
O Y
W lateral
m W
O O
Installation:
m U O
• Use all specified fasteners. �� °
• Strong -Drive SD Connector screws install with a %4" hex L Uplift O O
head driver (Model DBHEX) m
Strong -Drive SDWH Timber -Hex HDG screws install 6-SD#9x1%" screws m ~ C
• � O
with a %" hex head driver (Model DB6H1.75) (shown) or 8-10dx1%" Installation: G
nails Use all specified F i
%" HDG lag screw with fasteners. t }'
HDG washer or SDWH
m L • For installation at an �
Timber -Hex HDG screw angle other than 45°,
(shown) into top plate, o bend KBS1Z along 8 Post -to -Knee 0 N O
studs, or header a m slots to desired angle. V
Bend one time only. Brace Connection E �
KBS1Z cn
DTT1Z i
Post-to-2x Knee %
3" min. thread Brace Connection N N
penetration
-ca �
O N
1. A 318" HDG round washer is required when using a lag - -- in L
m
screw. C
2. Refer to current Wood Construction Connectors catalog, Typical DTT1 Z Deck -to -House O t:
and T-DECKLATLOAD for additional information. Lateral Load Connection 1. Refer to current Wood Construction Connectors catalog for spacing and N
additional information. — L.
c
N �
D22 DTT1Z Deck Tension Tie D23 KBS1Z Knee -Brace Stabilizer
Size (in.)
Model No.
Thread
Length (in.)
'/4' x 4"
SDWS22400DB
2%"
'/" x 5"
SDWS22500DB
2%"
Model
CL
Anchor Dia.
Fasteners
No.
DTT1Z
%" or SDWH
6-SD#9x1%"
Model
Type of
Connectors
Fasteners Each
No.
Connection
per Joist
Connector
Detail 1
2
12-8d
KBS1Z
Detail 2
1
12-8dx1%"