2090_001.pdf,200 - 011-7
1
LUCIA ENGINEERING INC.
Dino H. Residence
18log & 18111 84th Avenue W.
Edmonds, WA
SCRArchitects
41916 Pike Place, Suite 12-367 Seattle,
WA 981oi
Reference: Project Address: 18109 84th AVE W (Lot #1)
Post Bases
Dino & Chris
7307 12tb Avenue NE
Seattle, Washington 98115
Phone: 2o6.790.8039
February 5, 2019
The post bases used on this site are acceptable as installed. See the attached.
Please call me if you have any questions.
M'__
,.! February 5, 2019
Joseph M. Lucia, PE
Page I of I
Simpson Strong- Fie' Wood Constniction Connectors
ABA/ABU/ABW
Adjustable and Standoff Post Bases
Additional standoff bases are on p. 321.
The AB series of retrofit adjustable post bases provide a 1 " stal idoff for
tile. post, are clotted for adjustability and can be installed with flails,
CL Stroriq-Drivell SD Connector screws or bolts (ABU). Depending on tile
M application needs, these adjustable standoff post bases are designed for
versatility, cost-effectiveness arid maxillUrn uplift performance.
Features:
- The slot in the base enables flexible positioning arot ind the anchor boll,
V) making precise Post placernent easier
M
- The 1 " standoff helps prevent rot at the end of the post arid rneets
code requirements for structural posts installed in basements or
exposed to weather or water spladi
Material: Varies (see table)
Finish: ZMAV, and some in stainless- sieel: see Corro��ion Information,
pp. 13-15
Installation:
• Use all specified fasteners: see General Notes.
�_'eWrArichoijn �iridFEisieningSysiet�3sfoi-Cot7creteat)ciMasotiry
9
catalog, or visit strongtie.com for retrofit anchat options or reference
technical bulletin T-ANCHORSPEC.
• Post bases do not provide adequate resistance to prevent members
frorn rotating about lho base and therefore are not recommended for
non-tOID-31-II)ported installations (Such as fences or Unbraced carports).
• Place the, base. cut was:ier(s,i nr load transfer plate(s) arid nulls) of I
the anchor holt(s). Make any necessary aclj[_Istnrient�; to post placement
and tighten tile nut securely on the anchor bolt.
• See strongtio.com for it forinati'on -)n hoilow COIUFLM installation.
ABW
Place 'lie standoff base and then the post it) tI ip ABW and fasten on three
vertical sides, using flails or Strong-Drivt� SD Connector screws
- Bend LIP the fourth side of the ABW and fasten using tile Correct fasteners
ABU
Place the standoff base arid then the Post in the ABU
— Fasten using nails or Strong -Drive bD Connector screws or bolts
(ABU88Z, ABU1 01 OZ, ABUl 21 2Z — SIDS Optional)
ABA
Place the post in the ABA
— Fasten using nals or Strong -Drive SID Coni, iector sci-H-ws
Codes: See I 1. 12 for Code Reference Key Chart
SIMPSON
StrongTie
N - �J
H
Was er
Jsup p1lef]
0
0
ABWZ
Optional SDS
screw hole (8x) VV
I
2 load
__0
—0.
4.
IA
transfer
plates
supplied
Or
ABU88Z
(other sizes sunflar)
2' min.
side cover
't
YIP.) I -
(ZY
Typical ABWZ Installation
Allowable Loads — Beam Installation
-1 Nominal Material Dimensions Fasteners 0 Sp SPF/HF
Model (ga.) (in.) Allowable Loads Allowable Loads
No. Beam I —
Size Flase Strap W H Andw Nails Uplift Down Uplift Down
IL Dia. (m.) (160) (100) (160) (10%
ABU46Z Dmilb;, 12 31/16 7 % (12)0.tG2x:, 2,030 8.475 1.820 6.075
ABU46Z 4x 12 3�Afi S 7 % (12) 0.162 x 2,155 9,890 1,850 7.090
A.RU46RZ Rough 4x 12 63/4 % 112i 0.162,( 2,1 ;5 9,890 1.850 7,090
ABU66Z Triple 2x 12 10 51/2 5 6M6 % 12) 0.162 x 1,405 12,716 1,165 9,1`15
ABU66Z 6x 12 10 'b'/1 5 6 11,� lys (12) 0 162 x 3 1,ti 1,905 12,920 1,640 11,110
ABU66RZ %4, 6x Q 10 , 6 6 51s (11� 0.162 x 31/2 1 1,905 12,920 1,640 11,110
1. Uplift loads have been increased for earthquake. or wind loading with no further increase allowed.
Reduce where other loads govern.
2 Downloads may not he increased for short-terill loading.
3, Specifier is to design conciete arid anchorage for uplift capacity,
4. Beam depth must be a i-ninin'll-Inn of 7".
5. Shims are required for double 2xand triple 2x installations as shown in the illustrations.
Additional fastening of shii n to bearn is not required,
68 6. Fasteners: Nail dimensions in the table are listed diameter by length. See pip 21 22 V fastener information.
0
ABU44Z
(othersizes similar)
Washer
r"Lir'd
net suppiked
Anchor ABA44Z
bolt per
Designer (othersi�zessvulat)
Typical ABA44Z
Installation
ABU66Z Beam
Installation
—W
Anchorage
per Designer
Simpson Strong -lie' Wood Constniction Connectors
.4,B,4/ABU/ABW
Adjustable and Standoff Post Bases (cont.)
These products are available with For stainless- Many of those products are apryoved for installation
additional corrosion protection. ED sted fasteners, Em with Strong-Davol SID Connector wows.
For more information, see p. 15. see p. 2 1. See pp. 335-337 for more information.
Allowable Loads - Post Installation
SIM PSON
Material
(ga.)
Dimensions
(in.)
Fasteners
Allowable Loads
(DFISP)
Co
Model
No.
Nominal
Post Size
Base
Strap
L
H
HB
Anchor
Dia.
(in.)
1/2
.. .. I Bolts
Naus
Oty. Dia
(6) 0.148 x 3
(8) 0.148 x 3
(12) 0.162 x 31/p 2 1h
Uplift Down
?
Nails Bolts (111)
725 5,660
He
ABA44Z
44
1 16
16
39AG
3 %
3 Yis
ABW44Z
44
16
16
3 'A 6
31A6
21/4
1h
1,005
7,180
7,51 -
ARU44Z
44
16
12
31A6
1 3
51/2
1 �V4
6A
1,900
Z300
ABU44RZ
Rough 44
16
12
4Yc
3
514
11/,
%
(12) 0.162 x 31/2
2
1/2
1,900
2,300
7,570
1
ABA44RZ
Rough 44
16
16
4 As
3 'A
21%
1/2
(6) 0.148 x 3
—
—
655
7215
ABW44RZ
Rough 4x4
16
16
4
4Ms
I 1�i&
1h
(8) 0.148 x 3
—
—
835
ABW46Z
ABA46Z
46
12
14
16
34iG
51A&
3
1/2
(10)0.148x3
—
—
845
870
—
—
4,590
10,500
46
14
3%
5-Yic -1
31A
%
(8) 0162 x 31h
—
ABU46Z
46
12
12
3%
5
7
2%
%
(12) 0.16 2 x 31/2
2
1h
2,405
2,265
12,520
ABU46RZ
Rough 46
12
12
4 Y1 6
5
61/4
2%
%
(12) 0,162 x 31/2
2
112
2.405
2.265
12,520
ABW46RZ
Rough 4x6
12
16
4
6
2%
—
1/2
(10) 0.148 x 3
—
—
780
—
I 4,590
IBi
FL,
ABA46RZ
Rough 46
14
14
4 'A 6
5MB
21/s
—
%
(8) 0.162 x 31b
—
—
870
—
10,690
ABU5-5Z
51A x 51/0
12
10
1 51/4
5
GY16
I 11A
%
1. 12) 0,16 2 x 3 lb
2
1A
2,235
2,235
10,570
ABU5-6Z
51/8 x 6
12
10
6��
5
6 V16
11/4
%
(12) 0.16 2 x 31/2
2
1/2
2,235
2,235
10,570
ABA66Z
6x6
14
14
51/2
5%
31/h
—
%
(8) 0.162 x 3%
—
—
850
—
1U75
ABW66Z
6x6
12
14
5 1h
5Ns
3
—
1/2
(12) 0,148 x 3
—
—
1,190
—
12,935
ABU66Z
6x6
12
10
5 1h
5
6 1AG
13/4
%
(12) 0.162 x 31h
2
1/2
2,475
21190
18,205
ABU66RZ
ABA66RZ
ABW66RZ
ABW7-7Z
ABU88Z
Rough Gx6
12
10
6 Vic
6
6
71/a
7 1/�
5
514is
11/2
%
(12) 0,162 x Th
2
1/2
2.475
2,190
18,205
IBC,
Rough 66
Rough 6x6
14
14
14
14
12
5 2A6
6
21/a
2131iG
—
5/8
(8) 0 162 x Th
850
—
11,41313
12
—
112
(12) 0 148 x 3
1.065
—
12.935
7 /a x 71/e
12
14
7-%6
3
-
'12
(12) 0.148 x 3
840
—
14,635
8X8
7
7
—
(2)%
(18) 0.162 x 31h
—
—
2,570
—
23,140
ABU88RZ
ABU101OZ
Rough OxB
1OX10
14
14
12
8
7
7
—
(2)%
(2)%
(IS) 0.162 x Th
(22) 0.162 x 316
—
—
—
—
2.450
2,270
—
—
18,045
32,020
14
91/2
9
7114
—
ABU101ORZ
ABU1212Z
Rough 1000
14
14
10
9
11
7
—
(2)%
(22) 0.162 x 31/2
—
—
1,830
—
31,650
FL,
12x-12
12
12
111h
7114
—
(2)%
(22) 0.162 x 31/2
3000
—
28,070
Rough 12x12
12 1
12
12
11
7
—
(2)%
(22) 0.162 x 31/2
28.070
1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
2 Downloads may not be increased for short-term loading.
3. Specifier is to design concrete and anchorage for uplift capacity,
4. ABU products may be installed with either bolts or nails (not both) to achieve table loads. ABU88Z. ABU88RZ, ABU1 0 1 OZ, ABU 101 ORZ, and
ABU 1212Z/RZ may be instafled with (8) W x 3" Strong -Dive" SIDS Heavy -Duty Connector screws (sold separately) for the saine table load,
5. For higher downloads, pack grout solid under I" standoff plate before installation. Base download on column or concrete, according to the code.
6. HB dimension is the distance from the bottom of the post Lip to the first bolt hole.
7. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers.
For SCL columns, the fasteners for these products should always be installed in the wide face.
8, Downloads shall be reduced where limited by capacity of the post.
9. Fasteners: Nail dimensions in the table are listed diameter by length. See pages pp. 21-22 for fastener information.
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