RVWD BLD BLD2024-1483+Structural_Analysis_or_Calculations+11.9.2024_1.35.59_PM+4611207 7u "Cl r%ju
HALLER
ARCHITECTS LLC
ABA/ABU/ABW
Adjustable and Standoff Post Bases
Additional standoff bases are on p. 345.
The AB series of retrofit adjustable post bases provide a 1 " standoff
a for the post, are slotted for adjustability and can be Installed with nails,
10 Strong -Drive'' SD Connector screws or bolts (ABU). Depending on the
IL)application needs, these adjustable standoff post bases are designed
C for versatility, cost-effectiveness and maximum uplift performance.
Features:
N • The slot in the base enables flexible positioning around the
anchor bolt, making precise post placement easier
m The 1" standoff helps prevent rot at the end of the post and
meets code requirements for structural posts Installed in
basements or exposed to weather or water splash
Material: Varies (see table)
Finish: ZMAX` coaling and some in stainless steel
Installation:
• Use all specified fasteners; see General Notes.
• See our Anchoring, Fastening. Restoration and Strengthening Systems for
Concrete and Masonry catalog, or visit strongtie.com for retrofit anchor
options, such as Titen HD". Stainless -Steel Tden HD or SET-3G".
• Post bases do not provide adequate resistance to prevent members
from rotating about the base and therefore are not recommended for
non -top -supported installations (such as fences or unbraced carports).
• Place the base, cut washer(s) or bad transfer plate(s) and nulls) on
the anchor bolt(s). Make any necessary adjustments to post placement
and tighten the nut securely on the anchor bolt.
• See strongtie.com for information on hollow column installation.
ABW
Place the standoff base and then the post in the ABW and fasten on
three vertical sides, using nails or Strong -Drive SD Connector screws
- Bend up the fourth side of the ABW and fasten using the correct fasteners
ABU
Place the standoff base and then the post in the ABU
- Fasten using nails or Strong -Drive SD Connector screws or bolts
(ABU88Z. ABU 1010Z, ABU 1212Z - SDS optional)
ABA
Place the post in the ABA
- Fasten using nails or Strong -Drive SD Connector screws
Codes: See p.13 for Code Reference Key Chart
Many of these products are approved for installation with Strong -Drive
SD Connector screws. See pp. 362-366 for more information.
Allowable Loads — Beam Installation
2 load
transfer
plates
supplied
fit' A3%Ant•br
' ABU, 01�)
ABU88Z
(other sizes similar)
7 min.
side cover
(1yp )
Model
No.
Nominal
Beam
Sae
Material
(ga.)
Dimensions
(in.)
Fasteners
(in.)
DF/SP
Allowable Loads
SPF/HF
Allowable Loads
Base
Strap
W
L
H
Anchor
Dia.
Nails
Uplift
(160)
Down
(100)
Uplift
(160)
Down
(100)
11, •.
ABU46Z
Double 2x
12
12
3%6
5
7
%
11210.162 x 311z
2,030
8.475
1,820
6.075
ABU46Z
4x
12
12
39ne
5
7
%
1121 0,162 x 31h
2.155
9,890
1,B50
1090
ABU46RZ
Rough 4x
12
12
4
6
63/.
(12) 0.162 it 31h
2.155
9.890
1,850
7.090
ABU66Z
Triple 2x
12
10
51h
5
6%6
%
(1210.162 x 31h
1.405
12.715
1.165
9,115
ABU66Z
6x
12
10
51h
5
6%
%
(12) 0.162 x 314
1,905
12,920
1,640
11,110
ABU66RZ
Rough 6x
12
10
6
6
151Y.
%
(12) 0.162 x 31h
1.905
12.920
1.640
11.110
1. Uplift bads 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 deWr concrete and anchorage for uplift capacity.
4. Beam depth rnust be a minimum of 7'/.'.
5. Shims are required for Ar.. I double 2x (t snim) and ARI li=Y,' triple ?x (2 shims) instalations as
shown in the Oustration. Additional fastening of shim to beam is not required.
70
6. Fasteners: Wit dimensions a•o listed diameter by leron. Sce pp. 23 24 for fastener informatK;I-
1 /411 _ 1 1-011
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STRUCTURAL CALCULATIONS
• N
ABU44Z
(other sizes similar)
Anchor
bolt per ABA44Z
designer
(otne r .ti,iErti similar)
2' min
side cover
(typ )
Typical ABA44Z
Installation
Beam must extend y x 7' x 10 wood
past Use center structural panel
by 6' min Fshim each side of
c r.' f
(toor.rre 5)
O0
aO
2 min side
cover (lip 1 -
Anchorage by Triple 2x8
designer b, e e beam (min)
g I/oornote 4)
ABU66Z Beam Installation
LUC/LU/U/HU/HUC
Standard Face -Mount Joist Hanger.
LUC — Concealed -flange hanger available for 2x6. 2x8,
2x 10 and 2x 12 lumber. Ideal for end of ledger/header
or post conditions, the LUCZ also provides cleaner
i lines for exposed conditions such as overhead decks.
fy
C LU — Value engineered for strength and economy.
(0 Precision -formed — engineered for Installation ease
= and design value.
a
.O U —The standard U hanger provides flexibility of
joist to header installation. Versatile fastener selection
C with tested allowable loads.
HU/HUC — Most models have triangle and round
holes. To achieve maximum loads, fill both round
and triangle holes with common nails. These
heavy-duty connectors are designed for additional
strength, longevity and safety factors.
Material: See tables on pp. 108-1 18
Finish: Galvanized. Some products available
in ZMAXr coating or stainless steel.
0
Installation:
• Use all specified fasteners; see General Notes.
•
o
•
• HU/HUC — Can be installed filling round holes
p
only, or filling round and triangle holes for
o
maximum values.
.
• Joists sloped up to'/. 12 achieve table loads.
°
• For installations to masonry or concrete
see pp. 253-255.
•
°
•
• HU/HUC hangers can be welded to a steel
member. Allowable loads are the lesser of the
values in the hanger tables on pp. 108-118 or
the weld capacity — refer to technical bulletin
T-C-HUHUC-W at strongtie.com.
LUC21 OZ
(LUC26Z similar)
104
• When nailing into soled sawn carrying member's
end grain, the allowable load is adjusted by a
factor of 0.67.
Allowable Loads:
• Soo table on pp.108-118 for loads.
Options:
• For both flanges concealed. order HUC.
• When the HUG is skewed, the header flange
opposite the skew direction Is not concealed.
See p.105.
• For low-cost, code approved 45' skewed
hangers. see SUR/SUL.
• For field -adjustable hangers, see LSSJ. LRUZ
and LSSR on pp.120-124.
• See modifications table for available options
and associated load capacities for U and
HU hangers.
• For ease of ordering, refer to technical bulletin
T-C-U-HU-WS at strongtie.com.
• LU/LUC cannot be modified.
Web Applications:
Visn appstrongtie.com/hs to
our Hanger Selector web application.
HU min nailing —
fill round holes
HU max nailing —
fill round and
triangle holes
HU68
ri
•
i
HUC412
Concealed flanges
Typical HU Installation
•
.N
4 %- \�lib
HU214
Projection seat on most
models for maximum bearing
and section economy.
Model configurations
may differ from those
shown. Some HU
models do not have
triangle holes.
Contact Simpson
Strong -Tie,
Typical LUCZ Installation
Typical LU28 Installation
PACIFIC NORTHWEST INSPECTION ENGINEERS
10738 1691h Avenue S.E., Renton, Washington 98059 (425)228-5975
October 27, 2024
SCOTF BUYER
HALLER ARCHITECTS
12216 Corliss Avenue North
Seattle, WA 98133
23618 102"d Place West
Edmonds, WA
I have reviewed your plans for remodeling. The remodel includes removing walls that help to
support the ceiling and ridge of the roof.
Based on your plans and photos, approximate 20 foot beam will be needed to support the load. I
recommend that you plan for a Laminated Wood Beam, 3-1/8x 16-1/2 or a 5-1/8x15 to support
the load. The beam can be placed below the ceiling or in the attic and have the ceiling joists tied
up to the beam with Simpson H2.5 Hurricane Clips.
Your proposal of 24 inch square footings is plenty. 4x4 posts are OK.
Please call if I can be of further assistance.
Sincerely yours,
Jack A. Swardz., P.E.
Pacific Northwest Inspection Engineers
REVIEWED
BY
fly
CITY OF EDMONDS
BUILDING DEPARTMENT
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STRUCTURAL REPORT
ECCL/CCC/CCT
Column Caps
Column -to -beam connections often have mu,tiple beams
framing on top of a column. L, T, and cross -column caps
provide design solutions for this application.
Material: 7 gauge or 3 gauge depending on size
Finish: Simpson Strong -Tie gray paint; also available in HDG
Installation:
• Use all specified fasteners:. Ai i ...
• Bolt holes shall be a minimum of'/32" to a maximum of
larger than bolt diameter (per 2015 and 2018 NDS 12.1.3.2)
Options:
• Marry combinations of beam and post sizes can be
manufactured.
• The download shall be determined from the allowable loads
for the unmodified product (see p. 95). The side beam can
take a maximum of 40% of the download and shall not
exceed 10.665 lb. The sum of the loads for the side beam(s)
and main beam can not exceed the table bad.
• Uplift loads do not apply for ECCL caps. For CCC and CCT.
uplift loads from table apply for main beam only.
• The column width in the direction of the main beam width
must be the same as the main beam width (W1)
• Specify the stirrup height from the top of the cap. The
minimum side stirrup heights (H2 or H3) is W/2' (311a' for 44s).
• The L dimension may vary depending on the width of the
side stirrup (W3 or W4).
• See p. 95 for other dimensions.
• Column caps may be ordered without the column straps
for field welding to a steel column. Specify "No Straps" when
ordenng. Weld by designer Full bads apply for the beam
and the post cap.
Ordering Examples:
• A CCC66 with W3 = 516', H2 and H3 = 61/2" is a CC66 column
cap with 51h' beams on each side with all beam seats flush.
• An ECCLR66 with W3 = 3%", H2 = 7112" is an ECC66 end
column cap with a 4x beam on the right side (specify direction
left or tight for stirrup) and stirrup seat 1' below the cap seat.
Web Applications: app.strongtie.com/pbs
There are cost-effective alternatives
for replacing column caps by using a
combination of connectors. Designer
must specify the options required.
For column cap clearance, allow 3'
for the hanger flange depth.
ECCLL •�
(left direction shown)
Order ECCLR for
right direction.
T 0
H2 0
7 gauge sunup '
I` r
.I
CCT
ECC and HWP
(top flange offset right)
6 ':' min Hz
3 'orCC1441
wi w
m
to
®
tea
®
tJ
®
'D
C
to
rn
d
®
0
N
Ili
0
L
ECCLR
(right (1,_
)
Ito o
"'�
i gauge
Stirrup
6>' min. H2 and H3
(1'.'for000441
CC and
HWP
-�N
12216 Corliss Avenue North
Seattle, WA 98133
TEL 206.235.0935
email: boyerscottl@;jgmail.com
PROJECT:
Gire Interior Remodel
LOCATION:
23618 102nd Place W
Edmonds, WA 98020
PREPARED FOR:
David & Arisa Gire
23618 102nd Place W
Edmonds, WA 98020
KEY MAP
RECEIVED
Nov 15 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-1483
DATE REVISION
PROJECT DIRECTOR
SB
PROJECT MANAGER EC
PROJECT+ARCHITECT
PROJECTECTEAM MEMBER
DT
CHECK
ARCHITECT t;LAL
8117
\ � REGISTERED
ARCHITECT
SCOTT A. BONER
STATE OF WASHINGTON
TITLE
STRUCTURAL
REPORT, CALCS
& CONNECTIONS
PROJECT NO.
24076.00
DATE
NOVEMBER 9, 2024
PROJECT NETWORK PATH
SHEET NUMBER
S1001