2090_001.pdf2ol1 - oì r?
LUCIA ENGINEERING INC.
7go7 tz,;. Avenue NE
Seattle, Washington 98rr5
Phone: zo6.79o.8o39
Dino H. Residence
r8ro9 & rSrrr 84th Avenue W
Edmonds, WA
February S,2olg
SCR Architects
4tgt6 Pike Place, Suite t2367 Seattle,
WAg8ror
Reference: Project Address: 18109 84th AVE W (Lot #r)
Post Bases
Dino & Chris
The post bases used on this site are acceptable as installed. See the attached.
Please call me if you have any questions.
ebruary S,2otg
Joseph M. Lucia, PE
O.\At,
t
l\r L
Page I of1
Sitnpson Strong- f ie@ Wood Construction Connectors
ABA/ABU/ABW
Adjustable and Standoff Post Bases
Add¡tional standoff bases are on p. 321
The AB serìes of retrofit adjustable l:osl Lrases ¡-rrovide a 1" slarrdoff frtr
the post. are slollecl for acl.justal:ilily and can be installed wilh nails,
Strcng-Driveû SD Connector screws or bolts (ABU). Depending on ìhe
applicatiÕn rìeeds, thëse adjuslal-rle standoff post bases are designed ,or
versafìlity, cost-effÊcTiveness anci n¡axinlur-n uplift p.lrt)[]tance.
Features:
. Tlìe slol in Ìlre base elrallles fìexillìe positionÌtrg around tile arlchot llo¡1.
nraking precise ¡:ost placerrent easier
. Tlre I " slandc)tf helps pre\¿ent rot al the êr'lci of the ¡:ost ând meels
code requìremelrts fo¡ structural pÕsts inslalled ¡n l-rasenlet-ìls or
expclsed to weather ot v/¿ìter slllash
Material: Varìes {see tablei
Finish: ZMAXû ãrìd sû;¡e ir'¡ sla¡¡¡less s¡eÊl: see Clorosion lnfornr¿rtion.
tlp. 13-15
lnstallation:
. Llse all sfrecified faslene¡st sÐe (ìÐlleral Notes.
c Sec our Ar¡choring anci Fetsienrng ,Sysie-nrs íer Concrete an._l iviasonry
catalû9, c:r-visit strongtie.com fo| retlof¡î ..rnchc)r' o¡:1i',rns r:r refe¡e¡rce
lechn!cal lrLrllet¡n T-AN(IHOESPËC.
o Fost barses do nol liro\¡¡de adequale tesislance tÕ ¡trevetrt ntenrlrers
t¡Ðn] rotâting aboul ihe base ernd theretcre are not recoûluìended for
noÊ-top-sullpc)¡1ed ¡l.1slallat¡ons (sriclr as Teltces or unlrraced carf]ofiÈ).
. Piace tlre trase, cul w:rs!r{::{sj or load lransfe!'ftlate(s) arrd r'ìut{s) on
the Ëìrlclìor llolt{s). Make any nece-qsãry adjustrnenls lû post placenlerìl
and lighÌerr the nut securely on the anclror itolt.
. Sec sT¡onglie.eom acr i¡¡{¡¡¡-::aiio:: t!"ì hclluv" coluiliì ¡Ìì::tãllãli,JÌ].
ABW
Place ihe slandoff llâse and tlren the post in the ABW and fåsterl on thres
venicäl sides, us¡ng n¿r¡ls ot Strong-Drìve SD LlÕnneclor screws
- Bend up the foudh s¡cie of the ABW ând faslen usir.rrl the conecl faslerrers
ABU
Flace tire slandoff base arrd lherr tlre ¡rost irr the ABU
- Fästen using rrails ()r'Sirong-Drive S[¡ (:;o:]nector screws or bolts
(ABLJ88Z, ABu10 í 02, ABLJl 21 2Z , StlS o¡-rtiorrali
ABA
Flâce ihe posl ¡n the ABA
- Fasten usìng nails or Strong-Drirre lìD Connectot scrÈws
Codes: See ¡r. 12 for Cocle Reference Key Chari
Allowable Loads - Beam lnstallation
Material
{sa.)
Dimensions
n"*-'yy _
0ptional SDS
screw hole
ABWZ
(Bx)
W
Washer
supplisd
ABA44Z
{L1th er s i zes s¡ !11 i I at)
Typical ABA44Z
lnstallation
-f
H
+I
Øoß
O
(!
(t
Øño
Ë
ABU44Z
{ùthër s¡zÐs s¡tn¡lar)
.L
2 min.
side cover
DF/SP
Allowable Loads
Uplifl
{160)
Anchor
.:?J.
Q Anchor Washer
requ¡red -
not supplied
ABU88Z
(othlr sizes sim¡larl
bolt per
0esigner
{tyP.)
(jz
7
È
Ct:ú
ç(17ÕùF
I
f:)
irú)
(jj
eì
ç(j
2'nlin
side coyer
(lyp.)
Model
No.
ÁBU46Z
ABU46Z
ABU46RZ
ABU66Z
ÁBLIg6Z
ABU66RZ
Nominal
Beam
Size
Double 2x:.)
4X
Rough 4x
Triple 2x
6x
6x
Anchor
Dia,(i1.)
Va
v.
5/z
2 03û
2,155
2,155
1,405
I,S05
1,905
Oown
B 475
9,890
9,890
12,715
12,920
12,520
Uplilt
{160)
1.820
1,850
1.85û
1.165
1,649
I 640
Down
(100)
6 075
1090
7.C90
{in.)
Typical ABWZ Installation
SPFiHF
Allowable LoadsFasleners
l{ails
i12)û162x3Y¡
i14 0.162 x 3%
112;0162x31/t
{12} û.162 x 3%
t12¡ ItJ62 x31/t
il^0162x31h
tlStrap
12
10
t0
IU
(r00)
12
12
ti¿
12
t2
3%e
3940
7
7
E¿/¿4
ai|
b
5
5
6
tn6
o t16 6/^
9,115
1t,1 1û
11
1 . Uplrfl loads have been increased for eadhquake or wincl loådilg with no further ¡nctease allowed.
Êeduce vrhere olher loads govern.
2. ûownloads nray not be irrcreased for shÕrt-tenn lóading.
3. SpeôÍfier is tû clesign cÕnctête and anchomge for upl'ft caitacity.
Á. tseanr ciepth nrusl be a minimum oí 7".
5. Shinrs are required for dÕuble 2x and trillle 2x instållalions as shovin in the illuslraliÒns.
Additional Tastening oi shirn tc' beam ¡s not rcquired,
6. Fasteners: hlail d¡rrensiÕns ¡n the lable are listed dianreter by length. See pp. 2 1 -22 for fastener infomration
b
Anchorage
per Designer
ABU66Z Beam
lnslallation
68
11û
Simpson Strong - I ie@ Wood Construction Connectots
ABA/ABU/ABW
Adjustable and Standoff Post Bases (cont.)
-These products are ava¡lable wilh For stairrless-
-
Many of these products are approveci for inslallation
J additionai conos¡on protectiôn. f$ steel lasteners, [[l with Strong-Dnveô SD Connèotor screws.
For more informalion, see p. 15. sêe p.21.
-
See pp. 335-337 for more infomation.
Allowable Loads - Post lnstallation
Fasteners
{21c,b {22) 0.162 x 3'rå
gt
cL(Þo
!
(!
at)o
.DoE
Llz
z
L
oüu
Ç(,zÕôts
zoI
Ø
c]
g
(a
Õ
L){}
IBC,
D
D
Ð
D
D
D
D
D
B
D
D
D
D
D
D
D
Ð
D
D
D
D
Ð
D
D
D
D
I ABU1212RZ
1û
11lh
Hough 12x12 lt l2 12 1f 7 3,000
31.65û
28,û70
2&,t70
FL. LA
'!. Uplift loads have be€n ¡nrrêasèd fÕr eanhquâke Õr wind load¡ng with no further incrcase allowed, Reduce whêre other loads gclvêrn.
2. Dowloads may not be ìncreased for shofi-1elm lóading.
3. Spec¡fêr is to dês¡gn concrete ând anchorage for uplift capacìty.
4. ABU producls may be installed wlh either bÕlls or nails (noì bÕth) to achieve lable lcads. ABU88Z, ABU88RZ, ABU10J0Z, ABUl0l0FZ, and
ABUIZ|2ZPZ may be ¡nstallâd with (8) 4' x 3" Strong-Dnvet! SDS Heavy-Duty CÕnnector screws {soÌd s€parätËly) lor thê same table load,
5. For higher downlÕads, pack grout solid under 1 " standoff plate bêfore installation. Bar,e download on column or cÕncrête, aÕcording tÕ the code
6. HB dimension ¡s the distânce from the bottom of the posl up tÕ tlìe î¡rsl bolt hole.
7. Slructu¡al conposite lunrber columns have sidès thal show either thê widê iace o¡ the edges of the lumber slrandelveneers.
FÕr SCL Õolunlns, the faslerì€rÊ for lhese products should always be ¡nslalled in thê wide facê.
8. Downloads shall be reduced lvhere limiled by capacily of the pÕsl.
9. Fasteners: Nail dimêns¡ons h thê table are listed d¡ameter :ry length. See pages pp. 21-22 for fastêner ¡nformatiÕrì.
Material
(sa.)
Allowable Loads
(DF/SP)
Bolts Uplift
Nails Eolts
Modef
llo.
ABA44Z 16
gasg ùrrap
16
Anchor
Dia.
t¡l.l
U2 (6)0,148 x 3
llails
D¡1:
72t4x4
4x4
Nominal
Posl Size
t6
Dimensions
{¡n)
äij L ¡l HB
3%
39{s
JÍ6
39{e
3$s
2Vt Y2 (8) û.148 x 3
9tt
J,005
5,660
7,180
Down
(100)
ABW44t 16
16 12 51,b 1V¿VÊ 2 tþ 2,3û{.1
4 y16
39{s
i^q6
1,90û
1,900 2,300 z5?û
¿5/{.}
Eough 4x4
Rough 4x4
4x4
16
16 4Vts
3
3
óÆ 211\ø Y2
2 1A
s55 7,215
1t
Ve
14
16
12
4
39,rs
3f4c
491e
5 916
ãTta
I rl{e
J
3Vg
1th
(12) 0.162 x 31,É
(12) û.162 x 31å
{10) 0.148 x 3
(B) 0.162 x 3Þ
(6) û.148 x 3
(8) 0.148 x 3 835
s45
870
¿180
4,590
10,50t
5 7 2qs
6/h
6/â 2 ?,265
ABU44Z
ABU44HZ
ABA44RZ
ABW44RZ
ABW46Z
ABA46Z
ABU46Z
Êough 4x4
4x6
4x6
416 39{e
12
l6
16
il)
14
,2
t2 4lia 5 6Çt 2V¿V8,?V2 2.405
2,405
2.2Ê5
12,52ír
12,52tABU46RZ
ABW46RZ
1?
12
12 to 4 6 21Y*w 780 4,5S0
CB14
ABU5-52
ABA46RZ
Rough 4x6
fiough 4x6
Rough 4x6
5kx51h t1
14
t0
4\\s
5Ya 1V¿5/a
t12\ tj62 x31,4
{12}0J62x\th
{10) 0.148 x 3
{B) 0.162 x 3',å
(12)tj62r31/t t
87t
n nar
51/a x 6 12 10
5l1s
5
5 6lyi,s
Zr'i
6fe
Vs (12J0J62x31/z 2
\6
v,
, atr
9 t2q
14
lr lß
5th J'ß
1Vt
qh {B) 0.162 x 314 850
1 û,570
1^ E7Ë
l!r!so
10,570
14
1,1S0 12,935
ABU5.6Z
ABA66Z
ABW66Z
6x6
6x6 ID 14 5t,
59á
5fie 3 U2 {12) 0.148 x 3
10
l0
1Tt
l1t^
2
2 w
12
12
14
12
t4
14
5
51te
6
5191s
2tlt
614e
t'Æ
2,475
2,475
B5û
1,û65
) l0fi
, 2,r s0
1i,465
I 2,S35
1 8,205
18,2û5Rough 6x6
Rough 6x6
Rough 6x6
7I,bx71h
6x6
l2lv"
6/8
6h
Va
1/2
Uz
t12l.0.162x3]É
(12) 0.162 x 3'rÉ
{8) 0.162 x 31,4
{12)0148x3
. {]-2J0,1a8x3,
(lB) 0.162 x 3',ó
840
2,570
14,535
23,14û IBC, FL
Code
Eef.
tBc,
FL, LA
ABU662
ABU66RZ
ABA66RZ
ABW66FZ
ABWT-72
ABUBBZ 8xB
12
t4 12
14
l1
b Y16
6
6
7lh
7t;7
7Vs ó
7
ABUSsRZ
ABU1010Z
Rough 8x8
10x10 t4
14 12
l4 grb
7
I
7 Q|eb
(2|v"
i1l)ol91i3]/â
t22l0.lÊ2x31ñ
2.45û
2,27t
18,_145
32,024
ABUTOIORZ
ABu12't27
Rough 10x1-t
t¿xt¿
l4
12
14
11
7
7Vt
Iî ıå
l2jve
!2210J6f x 3ta
22]l0.162x3v2 3,000
1,830
69
.* -s r7#{'n
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