20180346 Pavillion Hardware 002Simpson Strong -Ties Wood Construction Connectors
Outdoor
APA/APB/APDJT/APL/APT (cont.)
Beam -to -Column Ties
Model
Dimensions In.)
Dimensions(InJ
Fastener Qty.'
Allowable Loads
Coda
No.
Ga'
UpNft Ft
Ref.
N
Column
Beam
UpiiN
Ft
Ref.
APL -4
128Y4
1,265 1,985
IP6, FL
7
2
4
1,155
670
10
APL6
12
5111
416
1 Y�
4
6
1,905
1,340
IP6, FL
APT4
12BY.
5
51h
714
2
4
7,330
1,015
APT6
1211%.
5
6
7%4
4
8
2,130
1,425
1. Allowable bads have been increased for wind or sasrrvc bads with w further increase slowed.
2. Connectors must be installed in pars. AlbvmW bads do net appy to single parts.
3. Al fasteners are a Simpson StrongTe° SDWS22312DBB inserted through an STN22 washer.
Heaw Angles
Model
Dimensions In.)
FastenerIty.
Allowable Loads
Code
No. Ga'
L W7 Wz
Column Beam
UpNft Ft
Ref.
APA4 12
3 3Ya 3
2 2
710 1,220
IP6, FL
APA6 12
5 3% 31h
4 4
1,265 1,985
IP6, FL
1. Allowable bads have been'rnreased for wind or seisms bads with no further increase alovred.
2. Connectors most be installed'er pairs. Allowable bads do net appy to srgle parts.
3. All fasteners are a Simpson Strong -Te SDWS223120BB inserted through an STN22 washer.
Light Rafter Tie
Model
Ga
Dimensions On.) Fastener Qly. Allowable Loads
Code
No.
Ga
L
Wt
W2 Column
Beam Uplift
Ft
Ref.
APA21
14
1%
2
11h 1
1 200
120
IP6, FL
1. Allowable bads have been increased for wind cr seismic bads with no further increase almved.
2. Allowable bads are far a single part.
3. All fasteners are a Simpson Strong -Te SDI 01l2DBB.
Post Bases
Model
Ga
Dimensions (in.)
Fastener Gly.
Allowable leads
Code
No.
Ga.
L
W
H
Column
Anchor
Uplift
Down
Ref.
APB44
12
3
3Yw
7
4
4i
1,035
6,725
10
APB44R
12
3
416
6Y4
5
%%
1,035
6,725
IP61 FL
APB66
12
5
51h
714
4
%
1,260
11,450
APB66R
12
5
6
7%4
4
%
1,260
11,450
1. Uplift bads have been increased for wind or earthquake or seismic with
no further increase allowed: reduce where others govern.
2. Downbads may not be increased for siert-teen bating.
3.Speafier to design cocfste for uplift capacity.
4. Downbads shall be reduced where limited by capacity of the post.
5. All post fasteners are a Simpson Strong The• SDWS22312DBB inserted
through an STN22 washer.
6. Post bases do not provide adequate resistance to prevent mfembers from
rotating abort the base and therefore are not recommended for non -top -supported
inamlabcres (such as fences or unbraced carports).
Deck Joist Tie
Model No.
Ga
S
Oimenslons (in.)
W
H
Allowable Down Loads
Floor (100) Roof (125)
Code
Rel.
APDJT24
12
1%
3
10
1,870 2,340
APDJT2R4
12
2
3
T
1,870 2,340
160
APDJT2-6
12
1Yx
5
10
1,870 2,340
APDJT2R-6
12
2
5
91h
1,870 2,340
1. Feet bads are 125% of floor bads. Floor bads may be adusted for other load
durations according to the code, provided f hey do not exceed the roof bads.
2. Loads are per part.
4 3. Joist fastener is a Simpson StrongTe• SDWS22512DBB inserted through an STN22 washer.
Post fastener is a Simpson Snag Tie SDWS22312DBB inserted iNough an STN22 washer.
368
UPDATED 04117177
Typical APT6 Installation
Typical APB44 Typical APB66
Installation Installation