APPROVED BLD BLD2024-1064+Architectural_Plan+8.14.2024_9.44.57_AM+4439711EDMONDS PARK TO WNHOMES
610 DALEY STREET
EDMONDS, WA 98020
ENGINEER APPLICANT / HOA CONTRACTOR
SIDESWAY ENGINEERING, PLLC EDMONDS PARK TOWNHOMES TBD
CONTACT: CHRIS BERNARDS CONTACT. KATHY NEARY (PRESIDENT)
20305 87TH AVENUE WEST 610 DALEY STREET
EDMONDS, WA 98026 EDMONDS, WA 98020
LEGAL DESCRIPTION SCOPE OF WORK
LOTS 3, 4, 5, & 6 THERE IS AN EXISTING DOUGLAS FIR BEAM THAT CANTILEVERS BEYOND THE EXTERIOR WALL TO FRAME
BLOCK 101 THE SOUTH EDGE OF A SECOND FLOOR DECK. DRY ROT WAS FOUND AT THE END OF THIS BEAM WHERE
CITY OF EDMONDS PLAT NO. 4342 A GLULAM RIM BEAM THAT SUPPORTS THE DECK ATTACHES TO IT. NEW STEEL SIDE PLATES WILL BE
INSTALLED TO ASSURE THE GRAVITY LOADS ARE SUFFICIENTLY TRANSFERRED FROM ONE BEAM TO THE
OTHER IN THE REMAINING GOOD MATERIAL. THE DRY ROT PORTION OF THE BEAM WILL REMAIN IN
PLACE AND THE CONTRACTOR WILL LOCATE THE SOURCE OF MOISTURE PENETRATION IN THE HANDRAIL
ABOVE AND SEAL THE EXTERIOR FINISHES ACCORDINGLY.
n
IDS
303 BeachWalk
Community
a
Christian Fellowship
z
<
\Z
Edmonds Center Glen St
• For Arts
the
a11
Holy Trinity Edmonds
z
Cocos Shop & Drop
,
Daley St
e
ItDaly St
Z
Fd
%vat
Sprague St
Sprague St
Taste Edmonds
0
A
z
�
Edmonds St
yQ
Z
Edmonds Police®
one e0//- Department
rnrnim rhricti rhnnal
VICINITY MAP
SCALE: NTS
SOUTH ELEVATION
SCALE: NTS
City Of Edmonds
Building Department
Work DECK REPAIR
Address 610 DALEY ST UNIT B
Owner ---------------------------- DOERR
Approved Date 08/16/2024
Building Official gv4t'1--12� P_" -
Permit Number
BLD2024.1064 _
APPROVED
PLANS MUST BE
ON JOB SITE
HARDWARE 8 FASTENERS IN CONTACT WITH PRESERVATIVE TREATED
WOOD SHALL BE OF HOT DIPPED ZINC GALVANIZED STEEL STAINLESS
STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF
MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE
G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED.
IRC R317.3.1 IBC 2304.10.5.1
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
LOCATION OF REPAIR
IZ
jy,n U5
V
q.__. NG A R EA
I DPI W� I K q
Im
�' b j �f s',� �,�'�, :.1: r it '�, � � � `.�r �'• ,,$
ri,
�t9
f� LO
ur
1 • o
• j ! �t �'° . �a�, 1 C
41
{ —
`�- �.�� '� {Op per �~ _➢ D v p
19 t" r 4
M
I
�
m
I � �
i � ,.fie'. rl
V "
•
t
SITE PLAN
SCALE: 1/8r'= 1 r-0rr
"t-
O
b_
_
r 7a AREA OF WORK
I m ON 2ND FLOOR
A.
46
it
�' • Y � 'wa 1 rLL. q' '. +r , . >. ` t'
41
'0
` • It .Iryt : 7 ;�1 'S .^ 1 , i /1 . 1 4 "�',• '�• •5✓ '
r•►+ • T�•Iw�.PYaYiiiWl'. •f • • �nrr•f4�' f • • • r �.
0 Q4 ` o
70
m3 Z(A
°
.
• •
' ° �
°•
.#.
"ewo
°fit
s
11
'•
W �,
a�
i
N
v J
O
O
W �
� O
O
0
RECEIVE
w ' 1
Aug 15 2024
o W
cc
CL
CITY OF EDMONDS
DEVELOPMENT SERVICE:
DEPARTMENT
O A•
ti
�nisl�ti
SSIONAL
08/ l3/ 24
REV. DATE
DESCRIPTION
0
08113124
PERMIT SUBMITTAL
PROJECT NO.:
22105.02
DESIGNED BY:
CAB
DRAWN BY:
CAB
CHECKED BY:
CAB
SHEET TITLE:
SITE PLAN
SHEET NO.:
A1.1
2ND FLOOR FRAMING PLAN
SCALE:3/16"= 1'-0"
/ REFER TO DETAIL 2, UNIT
B DECK FRAMING PLAN
i
INTER
PARTY W
EXTERIOR W
OF UN.
EXIST 3 118" x
GL
EXIST 6x10 DF#1
PROVIDE NEW TOP
FLANGE HANGER
UNIT B DECK FRAMING PLAN
SCALE: 1/4"= 1'-0"
EXIST 3 1/8" x 10 1/2" � � vc,
GLULAM y
so
ELEV
NOTE:
CONTRACTOR RESPONSIBLE
FOR AS -BUILT & VERIFICATION
OF DIMENSIONS PRIOR TO
1 "
FABRICATION
ALIGN CENTER OF PLATE
W/ BEAM CENTERLINE
BEND PLATE OR PROVIDE
CJP WELD
ALIGN CENTER OF PLATE
W/ BEAM CENTERLINE
BEND PLATE OR PROVIDE
CJP WELD
DETAIL
SCALE: 1 " = 1'-0"
8„
0
0
LOCATION OF EXIST 2x10 @a 16" OC
DRY ROT
114"x 9" TALL SIDE
PLATE, TYP EA SIDE
9" 3" 3"
EXIST 6x10 BEAM
1"
518'0 A307 THRU
BOLT, TYP
3 114"
OUTSIDE ELEVATION N
c�
z
;.
LJ. J00
A
.
00
LQ
O
N
�
OW
00
Lu
Q
O
r^
Uj
O
RECEIVE
w w
Aug 15 2024
o
cc
CL
CITY OF EDMONDS
DEVELOPMENT SERVICE;
DEPARTMENT
O A.
OF 1fAS$
os�I �L 5� 1
ORAL
08/ l3/ 24
REV. DATE
DESCRIPTION
0 08113124
PERMIT SUBMITTAL
PROJECT NO.:
22105.02
DESIGNED BY.,
CAB
DRAWN BY.
CAB
CHECKED BY.
CAB
SHEET TITLE:
FRAMING PLAN
& DETAILS
fj
SHEET NO.:
S2.1