APPROVED BLD-RESUB 4-Architectural_PlanRAMM HOUSE
REMODEL
507 3rd Ave S
INDEX
SHEET NO.
1. 1 ST FLOOR PLAN — PROPOSED DECK
2. 1ST FLOOR PLAN B— PROPOSED DECK
3. BASEMENT PLAN
4. LEFT ELEVATION — PROPOSED DECK
5. RIGHT ELEVATION — PROPOSED DECK
6. BACK ELEVATION — PROPOSED DECK
7. SITE PLAN
8. DETAIL SHEET
9. DECK PLAN
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ENERGY (WSEC
1. WALL INSULATION R15
2. BASEMENT WALL INSULATION R7
3. FIREWALL 4" SHEETROCK
4. ATTIC NSULATION R38
BUILDING CODE: 2018 IBC
City Of Edmonds
Building Department
----------- ------------------------------------------
Work; INTERIOR REMODEL AND DECK
------------
Address 507 3RD AVE S
Owner; RAMM
Approved Date / 10/2
Building Official ,
Permit Number BLD2021-0208
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IQDS
CONSULTANTS
UNIT 584 - 10605 S 240 ST, KENT WA 98031
ph (425) 572-6355, email: eallen@kadsconsultants.com
I
0
Nothing in the permit approval process shall be I I
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or °
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless*
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
APPROVED BY PLANNING
'07,
Apr 26 2021
NOTE: SETBACKS LISTED ON SITE PLAN
ADJACENT TO STREETS (3RD AVE. S. & I �'
HOWELL WAY) REQUIRES 20 FEET. Ji
WESTERN FACADE OF HOME APPEARS '
TO BE NON -CONFORMING, HOWEVEfjr'
NO CHANGES PROPOSED TO EXTERIOR
EXCEPT FOR COVERED DECK ON REAR
SIDE OF HOME. SEE SETBACK STAMP.
Zone RS-6 Corner Y Flag N
Setbacks: Required Actual
*W & N ADJACENT
Front (Street) 20 TO STREET > 20'
*E,N&
Sides 5 S > 5'
Rear
Other
Height 25
SETBACKS LISTED ARE TO
PROPOSFn WORK ONI Y (NFW r)FCK)
U)
UJ
NO CHANGE TO EXISTING RESIDENCE
SETBACKS. — ss' w ss
** PROPOSED COVERED DECK IS LESS
THAN THE HEIGHT OF EXISTING
RESIDENCE, NO CHANGE TO OVERALL
BUILDING HEIGHT.
i
ENGINEERING DIVISION
APPROVED AS NOTED
� `090' 04/30/2021
MEETING OR EXCEEDING 2000 SF
OF NEW OR REPLACED
IMPERVIOUS SURFACE AREAS
SHALL REQUIRE STORMWATER
MANAGEMENT. RAMM HOUSE SITE PLAN
1 "= 200'
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
507 3RD AVE S
OWELL WAY
—POWER POLE
49.23;
LO
I I
I I D o...
1 +52.7':
N
IN
I
0
N
w I w
ss ---- ss
Qo, 5' I 12'_
L�I0,
(n 41,
�L)RIVEWAY.
LINES 7
HOUSE— 1322.5,
SQ—FT
507 3RD AVE S
EDMONDS 98020 OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
JAN. 31, 2020
U
m
Ld
0
LO
I... ..oc
+53.5'
O
PARTIALLY DECK
COVERED 402.5
)ECK (ROOF. SQ—FT
B+55.5'
-'' 128.6
79.38'
ZONING SETBACK LINES
56
—
5' SETBACK
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
z
O
NI
I
J
Q
LEGEND
-- 6� --
CONTOUR
SD
STORM SEWER
— ss —
SANITARY SEWER
— w
WATER LINE
— — —
PROPERTY LINE
CHAIN LINK FENCE
CATCH BASIN
O
STORM MANHOLE
OSANITARY
MANHOLE
OWATER
MANHOLE
TREE
SHRUB
HEIGHT CALCS
A=53.7'
B=55.5'
C=53.5'
D=52.7'
TOTAL=215.4 AVERAGE
GRADE=53.85 (215.4/4)
ACTUAL=75'
MAXIMUM=78.85
(AVERAGE GRADE +25)
RESUB
Apr 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
N
10 0 10 20
Scale: 1 " = 10'
SHEET 6 OF 7
DRAWN: E. ALLEN
KADS CONSULTANTS
GENERAL NOTES
1. DIMENSIONS INDICATED ARE TAKEN FROM
MATCH
LINE
FINISHED FACE TO FINISHED FACE UNLESS
OTHERWISE NOTED.
2. BUILDING
CLIENT. & MEASUREMENTS HE
VERIFY/ PROVIDE (2)
- -
------------
I I
----------- - *+--------------- -
X4 POS
STUDS AT NEW BEAM
___________ ______ _________
---
m
______ _ 1
- -
X6" TOP
IL
3. INSULATION R7, ATTIC INSULATION R38.
____
______________—_____
�__ u
--- ___________
4. EIREWALL IS �" SHEETROCK. EXISTING WALL INSULATION
9'-4"
J-1-
-----------` "'----11--
------------„- ---
=-
----------
----------L-L--------------
----------
------- IAA
------ -
R1s
- -
„
II
WINDOW WELL
LEGEND
HEATER BASEBOARD HEATER
6' HEATER
N REF
�
DETAIL 4
OO SMOKE DETECTOR
_
M 3'
1 4'-1 0"
CARBON MONOXIDE DETECTOR
HALLWAY LIGHT
KITCHEN
J
W
=
m
=
m D/W
i
Z
MASTER BEDROOM
GARAGE
� �
M
Q
m @)
m
D
m
i
O w
N
N
�
N
6'
5" TYP
LINEN
-�
CLOSET zo
W LIVING ROOM
CLOSET
,
U
�
W
HALL
LL
6.5" TYP
2,-6„
0
4'-1
4,-7„
A
LU
O
O SHOWER
-
LLJ
O
o
J
BATH -
HEATER
ROOM D 00 BATH ROOM
3'
" 121
4'
RESUB
TSB
HEATE43
Jul 30 2021
GARAGE DOOR CITY OFEDMONDS
DEVELOPMENT SERVICES
WINDOW WELL
DEPARTMENT
221
16'-7"
FIRST FLOOR - PROPOSED DECK
' 1 /4" = 11- 0"
0" 4'-0"
507 3RD AVE S
SHEET 1 OF 8
EDMONDS 98020
DRAWN: E. ALLEN
KADS CONSULTANTS
OCT. 21 2020
EEEE
E 61
■PRESERVATIVE -TREATED LUMBER REQUIREMW HOE 7 FLOOR
(JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, ■
WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE
IEXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY
IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING,
■SHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6"
!ATTACHED
TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD DIRECTLY TO THE INTERIOR OF MASONRY OR
CONCRETE WALLS BELOW GRADE.
•" DF #2 JOIST SPACING
• . •
In FASTENERS FOR PRESERVATIVE -TREATED
(AND FIRE -RETARDANT -TREATED WOOD SHALL
■BE OF HOT -DIPPED ZINC -COATED GALVANIZED
STEEL, STAINLESS STEEL, SILICON BRONZE OR !
14"x14X10" DEEP CONCRETE •COPPER. COATING WEIGHTS FOR ZINC -COATED
FOOTING (TYP) W/ (3) #4 EA WAY I FASTENERS SHALL BE IN ACCORDANCE WITH
4"x4" WOOD POST (TYP) W/ OASTM A153. IRC R317.3
SIMPSON PB44 TO FTG & BC4 �' �' �' �' �' �' �' �' �' �' ■
TO BEAM.
_._._._._._._._._._■_._.
DECK CONSTRUCTION TO CONSIST OF APPROVED
4"X6" WOOD BEAM iWOODS OF NATURAL RESISTANCE TO DECAY OR
IBE TREATED WOOD AND LABELED ACCORDINGLY. ■
I RC R317.1 & R317.2
I I ISTAIRS
4X4 POST
ROOF
COVERED
I■■ 1
MATCH UNE
CONCRETE
HEATER
BASEBOARD HEATER
OO
SMOKE DETECTOR
AL
CARBON MONOXIDE DETECTOR
HALLWAY LIGHT
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
P FIRST FLOOR B - PROPOSED DECK
1 /4 - 1 0
Oil ^ I_OII
507 3RD AVE S SHEET 2 OF 8
EDMONDS 98020
DRAWN: E. ALLEN
KADS CONSULTANTS
HEATER
Lo
i
14'-3"
a'
19'-5"
IT FAMILY ROOM
m
BEDROOM #3
�
M
r
SUPPORT
c:
7"X7" POST TYP
m -H
o
5" TYP
9'
1 " g 0
_0
m
10'-3"
6'-4"
8'
r
t 5'-10"
rin CLOSET
HEATE
2'-11 "
SHOWER
Qo
FURNACE
13'-6"
LAUNDRY ROOM 3'-8" 2'-6"
H�
TANK
co
�' BATHROOM
M
CLOSET CV
BEDROOM #2
O�M
r
6.5" TYP
DRAIN
N
SUMP
PUMP
HEATER
WINDOW WELL
20'-11 "
17'-6"
GENERAL NOTES
1. DIMENSIONS INDICATED ARE TAKEN FROM
FINISHED FACE TO FINISHED FACE UNLESS
OTHERWISE NOTED.
2. BUILDING & DECK MEASUREMENTS PROVIDED BY THE
CLIENT.
3. INSULATION R7, ATTIC INSULATION R38.
4. EIREWALL IS q" SHEETROCK. EXISTING WALL INSULATION
R15
LEGEND
Kl—HEATER BASEBOARD HEATER
OO SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
HALLWAY LIGHT
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3 BASEMENT FLOOR
J 1 /4" = 1'- 0" ou 41-011
507 3RD AVE S SHEET 3 OF 8
EDMONDS 98020 DRAWN: E. ALLEN
KADS CONSULTANTS
F1W
JSTING GRADE
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REAR ELEVATION - PROPOSED DECK
U 10
/4"=1'-0" Oil 4'_0��
507 3RD AVE S
EDMONDS 98020
SHEET 4 OF 8
DRAWN: E. ALLEN
KADS CONSULTANTS
GENERAL NOTES
1. DIMENSIONS INDICATED ARE TAKEN FROM
FINISHED FACE TO FINISHED FACE UNLESS
OTHERWISE NOTED.
C2. BUILDING & DECK MEASUREMENTS PROVIDED BY THE
CLIENT.
12'-9" 01
DECK ROOF
4"x4" POST III
F- (TYP) II 2"x6" To RAIL 4
co
III
I
I
I
I
I
DECKING 1'-4" III �I 4X4 POkT
VERANDAH 211 M
FINISHED FLOOR 2"x6" DF#2 JOIST (TYP) lei 21 L S RE 11 4" O.C.
GIST
—===----== --- _----== _==== — 2x8 LEDGER
ii
Cq I11111
Ia — 11
1.1
4"X6" WOOD BEAM
4"x4" WOOD POST ::�Z4'-11" 4'-11" 4'-11" EXISTING GRADE
(TYP)
14"x14" CONCRETE FOOTING 10 0�21'-6"
(TYP) 44'-1 " ev
Ilk
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LEFT ELEVATION - PROPOSED DECK
U 1 /4" = V-0"
0" 4'-0"
507 3RD AVE S SHEET 5 OF 8
EDMONDS 98020 DRAWN: E. ALLEN
KADS CONSULTANTS
OCT. 21 2020
EXISTING GRADE
DECK ROOF
o p Ij ih
II I
II ; • II I 2"x6" DF #2 DECKING
Ik; I JOIST (TYP) VERANDAH
p'
>;'I. Ff1rFR+ jjl i-- z" X 10" LAGS R W @ 24" O.C.
I I
A'-11" d'-11" d'-11"
GENERAL NOTES
1. DIMENSIONS INDICATED ARE TAKEN FROM
FINISHED FACE TO FINISHED FACE UNLESS
OTHERWISE NOTED.
2. BUILDING & DECK MEASUREMENTS PROVIDED BY THE
CLIENT.
Y►:(CATI 4103oi 34_1ul
l�al041ME, 1:119a11K0l i
4"x4" WOOD POST
(n'P)
14"x14" CONCRETE FOOTING
(n'P)
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
6 RIGHT ELEVATION - PROPOSED DECK
1/4"=V-0"
Oil 4'-0��
507 3RD AVE S
SHEET 6 OF 8
EDMONDS 98020
DRAWN: E. ALLEN
KADS CONSULTANTS
DECKING WITH a
PERPENDICULAR
JOIST
(4) SIMPSON D
DECK TO RIM JC
EQUALLY SPACE[
z"X10" LAG SCREW
DETAIL 1/A6 - DECK LEDGER FOR LATERAL LOADS
1 /2"=1'-0"
DETAIL SHEET
NTS
507 3RD AVE S
EDMONDS 98020
4x4 POST W/ SIMPSON 4x8 DF#1 WOOD RIDGE BEAM
BC4 TOP & BOTTOM Z" SHEATHING W/ 10d @ 6" O.C.
PANEL EDGES AND 12:" FIELD
SIMPSON LLCE4 -2x4 WOOD RAFTER (2)
BEAM TO POST
4x6 DF#1 WOOD BEAMS (2)
1'-6" .4x4 WOOD BRACES (4)
6X10 DF#2 BEAM z" LAG SCREW W/ 3"
FINISHED FLOOR EMBED INTO POST
�— 4x4 WOOD POSTS (2)
WOOD DECKING
POST ANCHORS
DETAIL 2/B4 - DECK ROOF & POSTS CONNECTIONS
U 1 /4" = V-0"
30 DETAIL 3/C5 - DECK ROOF CONNECTIONS
U1 /2"=1'-0"
DOD RIDGE BEAM
)OD RAFTERS (20) @16" O.C.
--AMS (2)
(2)
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET 8 OF 8
DRAWN: E. ALLEN
KADS CONSULTANTS
RESUB
Jul 30 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DECK PLAN
IMMINE
1/4" = 1'- 0" Oil 4�_0.
507 3RD AVE S
EDMONDS 98020
SHEET 9 OF 9
DRAWN: E. ALLEN
KADS CONSULTANTS