APPROVED BLD RESUB 1-BLD2024-0755+Architectural_Plan+9.24.2024_9.42.17_PM+4521543Sheet List
Sheet
Number Sheet Name
A100
Cover Page
A102
Foundation Plan
A103
Deck Plan South
A105
Elevation
A106
Section
A107
Typical Detail 1
A108
Typical Detail 2
A109
Typical Detail 3
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8806 Shell Place, Edmonds, WA 98026 -Permit Drawinas Set
SCOPE:
SCOPE OF THIS PROJECT IS TO DEMOLISH AN EXISITNG DECK AND ADD A DECK 7.8' FROM THE GRADE
GENERAL NOTES
COORDINATION
1. ONLY LARGE OPENINGS IN
STRUCTURAL FRAMING MEMBERS
ARE SHOWN ON THE STRUCTURAL
DRAWINGS.
2. REFER TO ARCHITECTURAL AND
STRUCTURAL DRAWINGS FOR FLOOR
ELEVATIONS, LOCATION OF
DEPRESSED OR ELEVATED FLOOR
AREAS, SLOPES AND DRAINS.
3. CONTRACTOR SHALL
COORDINATE THE REQUIREMENTS
FOR BUILDING EQUIPMENT
SUPPORTED ON OR FROM THE
STRUCTURE. SUBMITTALS IDENTIFY
ALL EQUIPMENT INCLUDING SIZE,
DIMENSIONS, CLEARANCES,
ACCESSIBILITY, WEIGHTS AND
REACTIONS. ANY DEVIATIONS FROM
SPECIFIED EQUIPMENT SHALL BE
NOTED ON THE SUBMITTALS.
4. SHOP DRAWINGS SHALL BE
PREPARED FOR ALL STRUCTURAL
ITEMS AND SUBMITTED FOR REVIEW
BY THE ENGINEER. CONTRACT
DRAWINGS SHALL NOT BE
REPRODUCED AND USED AS SHOP
DRAWINGS. ALL ITEMS DEVIATING
FROM THE CONTRACT DRAWINGS OR
FROM PREVIOUSLY SUBMITTED SHOP
DRAWINGS SHALL BE NOTED.
5. THE DETAILS DESIGNATED AS
"TYPICAL DETAILS" APPLY
GENERALLY TO THE DRAWINGS IN
ALL AREAS WHERE CONDITIONS ARE
SIMILAR TO THOSE
DESCRIBED IN THE DETAILS.
DESIGN LOADS
1. LIVE LOADS. (AS PER IBC
2021, TABLE 1607.1)
• DEAD LOADS INCLUDE THE
SELF WEIGHT OF THE
STRUCTURAL ELEMENTS
• THE MINIMUM ALLOWED
ROOF LIVE LOAD IS 20 PSF,
UNLESS A ROOF LOAD
REDUCTION CAN BE APPLED.
REFER TO SECTIONS 1603 AND
TABLE 1607 OF THE 2021 IBC.
3. WIND LOADS (AS PER IBC
2021). AND IN ACCORDANCE WITH
ASCE 7-10.
WIND LATERAL LOAD ON
STRUCTURAL FRAME IS BASED ON
THE FOLLOWING:
I) BASIC WIND SPEED
115 MPH
II) WIND IMPORTANCE
FACTOR 1.00
III) WIND EXPOSURE B
IV) INTERNAL
PRESSURE COEFFICIENT (+/-)0.18.
V) COMPONENTS AND
CLADDING DESIGN WIND
PRESSURE
4. EARTHQUAKE LOAD AS PER IBC
2021, SECTION AND IN
ACCORDANCE WITH ASCE 7-10.
(I) SEISMIC DESIGN
CATEGORYA
(II) SITE CLASS C
� STRUCTURAL REPAIR IS NOT INCLUDED IN THE SCOPE FOR THIS PERMIT.
IF IT IS FOUND THAT STRUCTURAL REPAIRS ARE NEEDED A SEPARATE �
� PERMIT MUST BE SUBMITTED TO THE CITY FOR APPROVAL, AND PLANS
MUST BE STAMPED AND SIGNED BY THE ENGINEER OF RECORD. �
1
3
a
Edmonds Dog
Lady -Board, Sit...
OFirst Edmonds Bowl
Adult Family Home
ENGINEERING WOOD MEMBERS
1. DO NOT NOTCH JOISTS OR BEAMS. DRILL
HOLES THROUGH WEBS OF ENGINEERED WOOD
MEMBERS FOR MECHANICAL, ELECTRICAL OR
PLUMBING SERVICES IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE ENGINEERED WOOD
PRODUCT MANUFACTURER.
2. MULTIPLE WOOD BEAMS UP TO THREE
MEMBERS THICK SHALL BE NAILED TOGETHER
WITH THREE ROWS OF 16D NAILS AT 12" ON
CENTER. FOUR OR MORE MULTIPLE WOOD BEAMS
AND ANY MULTIPLE WOOD BEAMS UTILIZING
BEAMS THICKER THAN 1 3/4" SHALL BE BOLTED
TOGETHER WITH 1/2" DIAMETER BOLTS TOP AND
BOTTOM AT SUPPORTS AND ENDS OF THE BEAM,
THEN AT 24" ON CENTER, STAGGERED TOP AND
BOTTOM FOR THE FULL LENGTH OF THE BEAM.
3. WHERE MULTIPLES OF TWO 1 3/4" MICRO -LAM
BEAMS ARE NOTED ON THE DRAWINGS,
CONTRACTOR MAY PROVIDE SINGLE 3 1/2" BEAMS
IN LIEU OF DOUBLE 1 3/4" BEAMS.
4. PROVIDE WEB STIFFENERS WHERE
REQUIRED BY THE MANUFACTURER.
5. ALL COMPOSITE MATERIALS USED FOR
DECKING, STAIR TREADS, GUARDS, AND
HANDRAILS SHALL BEAR LABEL INDICATING
COMPLIANCE WITH ASTM D 7032 AND THE
ALLOWABLE SPANS SHALL BE DETERMINED BY THE
SAME TESTING STANDARD. COMBUSTIBLE
COMPOSITE DECK MATERIALS SHALL ALSO BE
DECAY AND TERMITE RESISTANT AND HAVE A
FLAME SPREAD INDEX OF 200 OR LESS, WHEN
TESTED ACCORDING TO ASTM E84.
BIODEGRADABLE MATERIALS SHALL BE DECAY AND
TERMITE RESISTANT IN ACCORDANCE
WITH ASTM D 7032.
SIMPSON STRONG -TIE SOS SCREWS
SCREWS: MANUFACTURED BY
SIMPSON STRONG -TIE COMPANY, INC.
IN CONFORMANCE WITH ICBO
EVALUATION
REPORT ER-5268.
LENGTH SHALL BE AS NECESSARY TO
FULLY PENETRATE ALL MEMBERS
BEING CONNECTED, WITH A MINIMUM
OF 2-1/2" EMBEDMENT IN THE MEMBER
CONTAINING THE SCREW POINT,
UNLESS APPROVED OTHERWISE BY
THE STRUCTURAL ENGINEER.
CONFORM WITH THE CORROSION
PROTECTION REQUIREMENTS OF
PARAGRAPH 6.3.
INSTALLATION: INSTALL IN
ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN
INSTRUCTIONS. IF SPLITTING OCCURS
PREDRILL
THE FULL SHANK DIAMETER FOR THE
SHANK AND 60-75 PER CENT OF THE
SHANK DIAMETER FOR THE THREADED
PORTION. IF SPECIFIC SCREW
LOCATIONS ARE NOT SHOWN ON THE
DRAWINGS PROVIDE 1" MINIMUM EDGE
DISTANCE AND L" SCREW
SPACING PERPENDICULAR TO THE
WOOD GRAIN, AND 2" MINIMUM END
DISTANCE AND 2" SCREW SPACING
PARALLEL TO THE WOOD GRAIN, AND
INSTALL SCREWS WITH
APPROXIMATELY EQUAL
SPACING AND STAGGERED.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work DECK
Address 8806 SHELL PL 100E
Owner SHARPE
Approved Date 09/27/2024
..........
Building Official . `�7/' ��c�
..................................................
Permit Number
BLD2024-0755
Owner
Nick and Anna Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
Cover Page
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
VICINITY MAP
Scale
A100
N
C7
N
N
O
N
_�
N
EXISITING WALLS FOUNDATION
II
1'-0"
� a
10" SONOTUBES 3' DEEP
INTO THE GROUND
AND 6" ABVOVE THE GRADE S1
4'-0" 4'-0"
2
10'-0"
1'-0"
� �
b �
4" X 4" WOODEN POST P 1
Owner
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
(A B 8806 Shell Place,
Edmonds, WA 98026.
Foundation Plan
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
Foundation Plan
1" = 1'-0"
A102
N
C7
N
N
O
N
N
Owner
1'-0"
0
1'-0"
a 2 b �
10'-0" �
0
�••�
� WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS �
. STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF ,
� MANUFACTURER'S RECOMMENDATIONS AMINIMUM OF ASTM A 653 TYPE �
G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. ,
� I RC R317.3.1 IBC 2304.10.5.1 �
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
Deck Plan
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
Scale
A103
N
C7
N
N
O
N_
N
Owner
Roofin
16'-4"
1
HALL NOT HAVE AN OPENING FROM THE WALKING SURFACE ;
QUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF
4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. �
high Trex Enhancing Railing
Deck
7' - 10"
and Level
0'-0"
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
West Elevation
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
n West
gala
A105
1 i��� _ � �_���
N
C7
N
N
O
N
_�
N
Owner
2X8�a 12.0"O.0
Douglas Flr P.T
5".5 COMPOSITE DECK
BOARDS
_—Roofin
16'-4"
_Deck �
7'-10" 1
4"x4" POST ON 10" SONOTUBES � KNEE BRACES ARE RE UIRED FOR
POST BASE FROM SIMPSON Q
STRONG TIE OR SIMILAR ; POSTS GREATER THAN 4'-O" I N
HEIGHT. PROVIDE KNEE BRACE FOR
POST AND BEAM CONNECTIONS.
-�-�" -� �-- � "- - ", --- --� -�.- --"�-- � - - �-'--� ' "- -� ,-. _ -. -, - " ." -�-,-: � � .�_ �, _-_ ,- - "-. - � -- - � �,-. � �-�- -- " - . ; . _ - - , -, �- �_. _-_� , ,,,, , ,,,, ,, ,, ,, , - - . - .. .- - , -.: _ ;�- -.- ,Ground Level: �-
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
Section
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
Section 1
A106
�id�� _ 1 �_n��
N
N
O
N
_�
N
Owner
EXTERIOR SHEATING
EXTENDED WALL STUD
EXISTING 2x BAND JOIST
OR 1" MINIMUM EWP RIM
JOIST
2x FLOOR JOIST,
WOOD I -JOIST OR
MPCWT
EXISTING WALL
Drafting 1
3" - 1 �_�„
DVE SIDING AT LEDGER
�R TO INSTALLATION
=SHOED CAREFULLY
SHED &CAULKED TO
/ENT WATER INTRUSION
aER &JOIST FLUSH ON TOP
rINOUS FLASHING
:NDING TO PAST JOIST
aER
< JOIST
_AG BOLTS WITH WASHER
aGERED SPACED AT 12" O.C.
T HANGER
:DGER BORAD: MUST BE
4TER THAN OR EQUAL TO
DEPTH OF THE JOIST & NO
4TER THAN THE DEPTH OF
HOUSE BAND OR RIM JOIST
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
Typical Detail 1
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
Scale
A107
3" = 1 '-0"
N
N
O
N
,_
N
�w
LUC Typical HUC
Installation (LUC
C
I�
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'/2 nails for installations with Nails
• SD #9x1'/z for LUC26Z and LUC210Z
installations with SD Screws
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'/2
4-SD #9x1'/2
LUC210Z
1 9/16
7 3/4
1 3/4
10-10d
6-10dx1 �/2
10-SD #9x2�/2
6-SD #9x1 �/2
HUC26-2Z
3 1/8
5 3/8
2 1/2
12-16d
6-10d
-
-
HUC28-2Z
31/8
7
2 1/2
14-16d
6-10d
-
-
HUC210-2Z
3 1/8
2 1/2
18-16d
10-10d
-
-
1. � indicates connector is available in stainless steel. ReplaceZ in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
HUC Joist Hangers by SIMPOSON STRONG TIE OR SIMILAR
BCS
(BC Similar)
NTS
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 �/2
6-SD #10x1 �/2
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 9/16
2 7/8
2 7/8
2 15/16
8-10d
6-10d
8-SD #9x2'/2
6-SD #9x2'/2
BCS2-3/6Z
4 5/8
5 9/16
4 3/8
2 7/8
3 5/16
2 15/16
12-16d
6-16d
-
-
1. � indicates connector is available in stainless steel. ReplaceZ in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
A-108 gC, BCS Post Caps by SIMPOSON STRONG TIE OR SIMILAR
3 NTS
1"for 2x's 1 �i16"
for 3x's a�ndh�4x's
m
m
m
m
C � H
�C
m �
m
/,,
b—W � B
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'/z nails for installations with Nails
•• SD #9x1'/2 for LUS28Z and LUS210Z
installations with SD Screws
•• SD #10x1'/z 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'/2
LUS210Z
1 9/16
7 13/16
1 3/4
8-10d
4-10d
8-SD #9x2�/2
4-SD #9x2�/2
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�/2
6-SD #10x2�/2
1. � indicates connector is available in stainless steel. ReplaceZ in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
A-108
2
LUS Joist Hangers by SIMPOSON STRONG TIE OR SIMILAR
NTS
H1Z
.
0o D
2.5Z
0 0
o®
ono
Typical H 1 Z and
H2.5Z I nstallation
Installation:
• Use all specified fasteners.
H1Z
Fasteners
odel N
Nails
SD Screws
To Joist
To Beam
To Joist
To Beam
H 1 Z
6-8dx1 �/2
4-8dx1 �/2
6-SD #9x1 �/2
4-SD #9x1 �/2
H2.5Z
5-8dx1 �/2
5-8dx1 �/2
5-SD #9x1 �/2
5-SD #9x1 �/2
H8Z
5-10dx1 �/2
5-10dx1 �/2
5-SD #9x1 �/2
5-SD #9x1 �/2
1. indicates connector is available in stainless steel. ReplaceZ in model number
with SS when ordering.
2. Refer to current Wood Construction Connectors catalog for additional information.
H1Z by SIMPOSON STRONG TIE OR SIMILAR
NTS
H8Z
�����
��m
H2.5Z
Owner
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
Typical Detail 2
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
I` 1:
M
M
c�
N
iri
N
O
N
N
d7
Scale
Owner
SD Screw
16d 10d #10x2'/2
0.162"
Fastener Notes:
SD Screw
#9x2'/2 8d
SD Screw SD Screw
#10x1'/� #9x1'/�
a /1 J _ _ a i
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
A-1091 Fasteners by SIMPOSON STRONG TIE OR SIMILAR
1
NTS
Round Holes
Purpose : to
fasten a connector.
Fill requirements
always fill,
unless noted
otherwise.
Speed Prongs
Used to temporarily
position and secure the
connector for easier
and faster installation.
Obound Holes
Purpose : to make
fastening a connector
in a tight location
easier.
Fill requirements
always fill.
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.
Nick and Anna
Sharpe
RESUB
Sep 25 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8806 Shell Place,
Edmonds, WA 98026.
Typical Detail 3
Project number Project Number
Date Issue Date
Drawn by Author
Checked by Checker
Scale
A109
o_
M
N
N
O
N
N