APPROVED BLD PLN-RESUB 2 Architectural PlanPROJECT INFORMATION
OWNER/S � MAMO DAWIT � ESEGEI�ET TADDESSE
ADDRESS � 8428 190TN STREET SW , EDMONDS , WA 98026 - 5938
PARCEL ID � 00434600002 102
LOT SIZE � ± 14350 SF . APROX . . 32 ACRES
ZONE � RS - I O
LOT DESCRIPTION
EDMONDS SEA VIEW TRACTS BLK
000 D - 02 -
ALL
TN PTN OF N 143.50FT OF LOT 21 DAFCOM
ON
E LN LOT 2 1 S00�46 2 9 W 2 OFT
FRM NE COR
SD
LOT TN N89�26 27W PLW N LN
SD LOT 202.78FT
TPB
TN S00�46 2 9 W 1 2 3. 50FT TAP
ON N LN LOT 2
SEAVIEW EST - AYES NO 2 TN N89�2 6
2 7 W ALG N LN
LOTS
2 � 3 SD PLAT 101.39FT M/L
TO NXN WITH W
LN
SD LOT 21 TN N00�46 42E ALG
SD W LN 143.50FT
TO
NW COR SD LOT 2 I TN E ALG N
LN SD LOT 2 I DIST
OF
I O I . 39FT TAP WN IS N00�46 2 9E OF TPB TN
S00�46 2 9 W 2 OFT TO POB
TYPE OF CONSTRUCTION � V - B
CODES � SPECIFICATIONS
20 18 INTERNATIONAL RESIDENTIAL CODE (PRESCRIPTIVE )
2018 WASNINGTON STATE ENERGY CODE
2018 CITY OF EDMONDS MUNICIPAL CODE
LOT COVERAGE
EXISTING I-IOUSE _ ±2 945 SF
EXISTING COVERED PATIO =
NEW ADDTION= ±7 20 SF .
TOTAL EXISTING + NEW= ±3969 SF
3969/ 14350= 27 � MAX . = 35�
LOT SLOPE � LOT IS FLAT
EXISTING UPP�I� ��001� PAWN
TOTAL LIVING SPACE � ±864 SF SCALE � I /4" - I ' - O"
EXISTING �OW�� ��OOf� PAWN
TOTAL LIVING SPACE � ± 2 9 3 7 SF SCALE � I /4" - I ' - O"
APPROVED BY PLANNING
EXISTING RAMP
City Of Edmonds
Building Department
Work ADDITION
Address 8428 190TH ST SW
Owner TADDESSE
Approved Date 5/10/2021
Building Official �Q�(�/� ��Q/� /���
Permit Number BLD2021-0262
EXISTING
I_ANnING
RESUB
May 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�
�z
�
��
W �� �
a' �
�oz
�� ��
m�Z�
wh W �
�w��z
I� Q 0� �
��Uz�
OUQoo
cfl w
W
� a w
ozo
~ w�
�
Q W W� O
� � H x
zzoo�
v�
W �
`� ° z
�
W
Wv�
�
J�� Cn
z � X �
� � a H
��
I --I I� �
W�WQo
z
� � � o O
W W � W
�w�z��
o Q��
W z
�z�zOv
�
J � W O O
p-I � �
Z�
O�Uzcn
N�
I-�I
cn O F- �
���az
���
Q��oQ
Q ,�
�zocWo
■■■
z�zm�
� J J � Q
Woa=�
W�o��
= z Q
�zQzg
N
D\
v7
0
�
J
O
c�
�
�
�
W
�
fW'��
LY
I
�
O
�
�
�
�
W
;
�
ICI
U
Z
�
Q
`p
0
U
�
Q
=
�
`o
O
..
Q
�
�
J
Q
w
O
z
O
�
z
o
O
o
�
�
�
�
Q
�
W
~
I
N
W
U7
O
�
�
W
Z_
Q
�
~
(�
�
�
�
O
X
W
�
W
W
N
�
�
�
m
zQ
W
C9
�
N
�
W
�
Q
�
(W
�
�
�
p
Z
�
�
�
�
Z
O
�
�
�
o
cn
�
o
cn
W
�
W
�
W
�
Z
�
�
�
O
�
Q
REVISIONS
SI-IFFY TITLE
AS -BUILT PLAN
PROJECT INFO.
DESIGN BY � CNL
DRAWN BY � CNL
CHECKED BY= LYDIA
PROJECT NO
SCALE SAS NOTED
SHEET �
DATE
5-04-2021
c�
CV
c�
��
I a' -o°
13'- 10" a'-�°
4'-3%"
��� o �
• �-
;', � � �
g. p�A
��l
i � � � � �'�����
_�
O
OFFICE —
In
I
6 6
9 , _ 9y2" �-- �
� 2 �I
I
��EXIST . I -DR .
BE ROOM -- vu� i I TO REM41N
NS- I NET=*- 120 SF � � 38" I I
0 ro 90 cFM I
12 -I-R . TINH2 I I
W ��� � - � �
��
� .4'- -�,. 7'-5Y2'
��
3
� ® I-IALLWAY
=• :•
;,
,; - - .� o
� -.�..
S
.• .� • • o
•
•
.; S,
,, - •, •,
- •-
�I
_� _
�� , l � ��
., .,
� : � :� :�
o
�;
�; .;
.� 3
� I, :�
•, �
:�
-
_ T
L�
���� �
� ' ` � TI
o
�
ii u' _
�
��
�� � �<
.,
.,
�� �:
� ;.
' •:
� •
.;
.;
;:
y:
o:
• •
.,
.,
,.
��
A
lo'-6Y�°
18 ' - 5Y�"
.•
�� •:
NOTE:
TI-B?E IS AN EXISTING
Vvl-IDLE-HOUSE FAN
INSTALLED .VERIFY LOCATION
.,v-..., ..., .,..., ., ., .,-�-., .,-,�., r-,,.,-., ...,., ....
p FIRE - i�CTINGUISI-ER
2 -A= 10-BC
TOP OF E�CTINC�JIISI-ER = MAX . 5' NIGI-I
> BOT . OF i�CTINGUISI-� = MIN . 4" FR . TI-E FLR .
> LOCATIONS I-IALLWAY , MJST BE SECLR® TO
� TI-E WALL OR INSIDE RECESS® WALL .
� ALL NEW WINDOWS SHALL BE NFRC CERTIFIED
DOOf�S AND WINDOWS SCNEDU�E
MARK
SIZE
TYPE
HARDWARE
REMARKS
D - I
(I) 6068
EXT�IOR DOOR
METAL or FI�GLASS
LEVER TYPE, INTi�2CON�ECT
DEVICE DOOR NAI\DI_E . ��
��
D - 2
(3) 3068
INTH210R DOOR
NON -LOCKING LEVER TYPE
6 PANEL
D- 3
(2) 2868
INTH210R DOOR
NON -LOCKING LEVER TYPE
6 PANEL
D - 4
(2 > 2 668
INTERIOR DOOR
ICY® DOOR KNOB
6 PANEL
D - 5
(I) 2068
INTERIOR DOOR
DYED DOOR KNOB
6 PANEL
D - 6
(I > 5068
INTERIOR BI -FOLD DOOR
PALL KNOB
6 PANEL
D - 7
(2 > 3068
INTERIOR BI -FOLD DOOR
PULL KNOB
6 PANEL
D-8
(I) 2868
INTERIOR BI-FOLD DOOR
PULL KNOB
LOU\/�
DOOR
W- I
(2) 5040
VINYL U= . 30
I-IORIZONTAL SLIDER
w/ "IRICKLE VENT'
EGRESS
W - 2
(I > 4040
VINYL U = . 30
I-aORIZGNTAL SLIDER
w/ "TRICKLE VENT'
���
W - 3
(I > 1840
VINYL U = . 30
SINGLE - I-L�1G
� � • � � � �:• : •fit � �• • •�� � •
o�
BATI-I
ROOM
W
:�����•
•
�•- •
:� • • ����
• �� � � •
--------------------------------------
LII�E OF ROOF ABV .
I�
�li�l 1�I
00
KITO-B�l
OO MN. 100
CFM VTO
DINING
0
PWDR .
ROOM
MN . I DD
CFM VTO
LIVING ROOM
--��
� Oo
DINING
�� KITCI-B�1
•� �
S� LIVING ROOM
DN.
PROPOSED �OW�f� FLOOR PLAN
EXISTING LIVING SPACE= ±2937 SF SCALE = I /4" - I ' - 0"
NEW LIVING SPACE= ±7 20 SF
� / I LANDING
TO WAIKWAY
�i
LEGEND
0
EXISTING WALL
NEW 2x4 I-Ftt2 INT. WALL
NEW 2x6 I-Ftt2 EXT. WALL
s . D . ®
SI�iIOKE DETECTOR IMBED
w/ BACK-UP BATTERY
S.D.C.O.
®
SMOI� DETECTOR WIRED
w/ CARBON MONOXIDE aid
w/ BACK - LP BATTERY
E.F
EXI-IA,UST FAN (V . T . O . )
W.N.E.F,
�}
WF-IDLE I-IOUSE EXI-IAUST FAN
(V.T.O.)
OWINDOW
rnd DOOR SCI-EDU_E
a
2 20v ELECTRIC WALL I -EATER
E . w . N .
FAN FORCED w/ I -EAT C�1ARD
� SEPARATE TI-ERMOSTAT
TO DRIVEWAY
� PARKING
SMALL DWELLING UNIT � 3.O CREDITS
DWELLING UNITS LESS THAN 1500 SF IN CONDITIONED FLOOD APEA
WITH LESS THAN 300 SF OF FENESTRATION AREA . ADDITIONS TO
EXISTING BUILDING THAT ARE GREATER THAN 500 SF OF I-IEATED
FLOOR AREA BUT LESS THAN 1500 SF.
2018 WSEC Option 1 . 2 , 5 . 1 � 5. 4
EFFICIENT BUILDING ENVELOPE I . 2: (I .O pts . )
PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE
R402 . I . I w/ THE FOLLOWING MODIFICATIONS .
VERTICAL FENESTRATION U = . 20
EFFICIENT WATER HEATING OPTIONS 5 . I � (O. 5 pts . )
A DRAIN WATER NEAT RECOVERY UNIT (S > SHALL
BE INSTALLED , WNICI-I CAPTURES WASTE WATEk�
NEAT FROM ALL AND ONLY THE SHOWERS , AND
NAS A MINIMUM EFFICIENCY OF 40� IF INSTALLED
FOR EQUAL FLOW OR A MINIMUM EFFICIENCY OF
54� IF INSTALLED FOR UNEQUAL FLOW .SUCH UNITS
SHALL BE RATED IN ACCORDANCE WITH CSA B55. I
OR IAMPMO IGC 346 - 20 I % AND BE SO LABELED .
EFFICIENT WATER HEATING OPTIONS 5. 4: (I . 5 pts . >
WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE
FOLLOWING
ELECTRIC NEAT PUMP WATER NEATER MEETING THE
STANDARDS FOR TIER I OF NEEA' S ADVANCED
WATER HEATING SPECIFICATION
TABLE R402. I. I
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
CLIMATE ZONE 5 AND MARINE 4
Fenestration U -Factor b
O. 30
Skylightb U -Factor
O . 50
eiling R - Values
49
Wood Frame Wall g, h R -Value
2 1 int
Floor R -Value
30
Below - Gradec , h Wall R -value
I O/ 15/ 2 I int + 5TB
Slab d , f R -Value � De th
I O , 2 ft
TABLE M1507.3.3(I)
Continuous Whole -House Mechanical Ventilation System Airflow Rate Requirements
NUMBER OF BEDROOMS
Dwelling Unit
Floor Area (square feet)
0- I
2- 3
4- 5
6- 7
7
Airflow in CFM
< 1,500
30 45 60
75
90
1,501 - 3,000
45 60 75
90
105
3 , 00 I - 4 , 500
60 7 5 90
105
120
4,501 - 6,000
75 90 105
120
135
6,001 - 7,500
90 105 120
135
150
7,501
105 120 135
150
165
For SI: I square foot = 0.0929 m2 , I cubic foot per minute = O.00047 19 m3/S
Table M 1507 . 3. 3 (2 >
Intermittent Whole -House Mechanical Ventilation Rate Factors a , b
Run -Time Percentage
in Each 4-Hour Segment
25`b
33`b 50`b 66�
75`b
100�
Factor - a
4
3 2 1. 5
1. 3
I .O
THIS PLAN USES AN INTERMTTBVr W4-�OL.E I-ICUSE FAN WITI--I TIMB2
I�EW ADDITION TOTAL I -EAT® FLOOR UREA- 7 20 SO. FT . �ROO�NS= �
Vu-ICIE 4-ICIISE VHVTILATION FAN SI7F - 45 CFM x 2 (508 P82 4-4-ICIJ�> - 90 CFM V . T . O .
RESUB
May 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
E�
o
�
�
��u�
� �
W � � �
U� cat
w°oQ
m�o�
�
wh
.
�w��z_
^w c�
I� H � d'
��Uz�
CO
Ozzpz(n�
�'� CO �]
O�
WC�Q��
Q � z z
� � ,� w
�
° "
III W �
�
Q W W � �
,` I�
r�i
w�
z z Q Q�
�� z
W
w
� � � r-�
WUU
� W � � �
�
J�� C!�
z � X �
�
LL1 Q O
�
QI � Fx.,
I --I I� �
LLB � z
0 � na O O
E-� � Z �
��>U�
W W � W
�w�z��
o Q��
W z
Q
� � � � �
� Q�'� �
w�wUO
p-I � �
ZD
o��z�n
�
cn 0 � �
��Oaz
���U
Q��pQ
Q��
■■■
�
�z�Wo
z�zm�
■■■
QC000
� J J � Q
WoQ=�
W�o��
�ZQZ�
CV
a\
�
J
O
c�
Cn
�
�
W
W
�
L�
I
�
O
�
�
�
�
W
;
�
ICI
U
z
�
Q
`O
O
O
�
Q
=
�
`o
O
..
Q
Q
�
�
J
�
w
O
O
Z
�
�
W
�
�
Q
J
W
I
U
Q
�
N
�
W
in
O
�
�
W
Z
Q
(n
2
2
�
(�
�
�
�
O
X
W
�
W
W
N
�
�
�
m
�
W
c9
�
CV
�
W
�
Q
�
(W
�
�
�
p
Z
�
�
�
c0
Z
O
�
�
�
(n
o
(n
�
o
LOLI
�
W
�
W
�
Z
O
�
�
O
�
Q
REVISIONS
I -INSTALL WASHER/
DRYER CLOSET
w/ A LOUVER
TYPE BI -FOLD DOOR
2 -DIRECTIONAL ARROW
WERE ADDED ON THE
PLAN AND PATH OF
TRAVEL .
SHEET TITLE
PROPOSED FLR .PLAN
SCHEDULE OF DOORS
� WINDOWS PER PLAN
WSEC ENERGY CALCS .
TABLE M 150 7 . (3) . (3 )
DESIGN BY � CNL
DRAWN BY � CNL
CHECKED BY= LYDIA
PROJECT NO
SCALE�AS NOTED
SHEET �
� - 2
DATE •
5-04-2021
�o
C
c�
LEDCHZ� 2"DIA . x42'STB2 - 50414R25 WEDGE �J�1CI-IOR P� PLAN
2"DIA . x42'ZINC-PLATED 1-E�C I-EAD SCREW PER PLAN
z
e �� 5.5" FOR 2x8
6.5" FOR 2x 10
7 .5" FOR 2x 12
6" � z 2x LIDC�2 PER PLAN
� �
N
BOLT SPACING DETAIL PHA R507 . 9 . I . 3 (I )
40' - O"
15-5"
-- 2x I O I-Ftt 2 RIM JOIS ----- 12"x6" CONTINUOUS FOOTING (TYP )
---------------------- ALONG P821M=T82 ( )
I.:.r.:.`--
--
F
--
--
--
�
't. .:...'
:' '.•�
I
--
--
---
--
---
r-
----------------------------------
-------------------�
I
i
i
:''
i
6x 16
AWLS?
I
I
I
I
I
I
I
, '
I=
I
I
VENT
(10 PLACES) I
I
I
I
I
I
' I
H I
,;
O"
-
-
�
5
I:'I
-I
�'I
- - -
5' O" 5' O" 5' O'
I
- - �.:j
5' O" O
:j I
I
�
I
I
I
:: I
I
�
I
--
-�
I
I
--
�
I
�
r
I
I
�'
I
---�
I I
r----�
I I
I
r----�
I
r----�
I I
I
I
I
I I
:.. I
--
L-J
r----�
I
_�
I
I'
1I
I
I
--
I
-�
I
-
I
LSD
\
I
�
-
---
I I I I __ I I I I I I I
�----� �---- �--- � �---� �----� I
4'x I O" pFtt 2 . (TYP) I
I
I
I
�
0 I
O
I i
y I
�
� ' 4'PT POST
I
I i op
I
I
x # ID 2 x x '-M
ELK' G. (STAGC�RED) PAD (8 PLACES) I
3- tt4 NOR . REBAR E . W . O i
� I
2x I O I-Ftt 2 FLR .JOIST ® 16" o . c . � I
..
::
:. I
I
r l
l i
®
T
ING
:'
� �j
I
-
P82 PLAN (TYPICAL) I
I
CCE
;
I
I�
I
2x I O I-Ftt 2 LEflC�2 BOLTED W/ 2 -y2" 0 x 4�" L. B. ONTO I
I
I
�; i
EXIST .RIM JOIST e l l " o . c . (STAGGED P� T R507 .9 . 1 . 3 (I) i
I
I
LU2 I O ® EA .JOIST I
IL
--
-
--
---
--
---
-
�\
{
�.
�.
�
EM3ED tt4 4-IOF2IZONT RB
NOTES
OF N=1N FOOTING WALL .4'
EXISTING FOIJ1`DATION VENTS TO REMAIN
. N . O . INTO EXISTING FOOTING AID WALL IN
CUT N=1N 2x I O LEDC�2 TO MATCH EXISTING
FDT'N. VENTS OPENNG. INSTALL 2x4 PT
CRIPPLE STIR BOLTED ONTO EXISTING FDT'N.
WALL DOWN TO TI-E TOP OF EXIST . FOOTING w/ �"
DIA . x 4" LONG WEDC� A . B . Vvl-ERE EXISTING VENTS
OPENINGS OCGR FOR ADDED SIPPORT . (VERIFY )
NC-N STRTIGTN EPDXY GROUT . (2 PLACES )�
FLOOR VENTILATION CALCLLATION�
FLOOR AREA - 7 20 S(� . FT . OF VENT® AREA
6"x 16" SCREENED CRAIMB2 VENT . 52 SQ . FT .
720/I50 = 4.80 SQ.FT.OF VENT AREA REflURED
4.8/ . 52 I O REt�R® VENTS
PROVIDE (9) 6"x 16" CRAWLER VENT-
10 VENTS x.52 - 5.20 SQ.FT. OF VENT AREA
CDT' N . � �LOOI� TAMING PLAN
II NUC48
�
I
II (TYP>
�,
II
• -DTT I Z TB�iSION TIES
TERAL coN�ECTION
� � T DEa< (sue DETaL )
4x4 PT POST
i M .2' OF EACI-I
( FUJ_ LI3vGTN)
aF TI-E LH�2
w/ 12"0 SONG-
_
i � 4x8 PT
TI.� ® 22"
�
.. RIM BEAM
(6 PLACES)
c�
I I (TYPI�- )
..
�
II
-�
2x8 PT FLOOR JOIST
� ® 16" o.c.w/ L 28
-
� ® EA .END ( ) `�
N
-'
2x8 PT
`_Y)
I I csLAc�c�
�'
�� II
� I �_
�,_�., F._�,.
SCALE � I /4" - I ' - 0"
�
�
�
�
�0
2x8 PT LEDC�R BOLT®
W/ 2 -Y2"DIA . x 4�" L . B . ONTO
�
(!)
EXIST .RIM JOIST ® 13" o . c .
J
C�
( STAGGERED P� TABLE R507 . 9 . I . 3 (I )
LU2 I O ® EA .JOIST (TYPICAL)
m
2x8 PT LH� BOLTED
W/ 2-y2'DIA . x 4�" L . B . ONTO
EXIST .RIM JGST ® 13 0 . c .
(STAGC�D PBS TAl✓tE RF07 . 9 , I . 3 (I )
L112 I O ® EA .JOIST (TYPICAL )
DECK LTG . � ARM' G . PL/�.N
SCALE � I /4" - I ' - O"
cs-wsP
®4'-O"
=N
BWL - A ®I 5' - 5"
IC-O" 10'-8Y�"
I - O"
CS-wsP
CS - WSP ®6 ' - 5.5" ®3' - I O"
�O
���
I�00�
Oo SD
���
29'-3Y�"
PROVIDE 4x6 or 3-2x6 I-Ftt2
GIRDER SLPPORT TO BEAR OVER
N=1N FOI�DATION (2 PLACES > 5/a"x 6" GEAR (TYP) FASGA BD
TO MATE -I EXISTING I-IOUSE
® I - 2x KING
I - 2x TRINMH?
0 4x8 DFtt2 (U.N. )
��i
�I■��11R���■ . e
_� � _ � _ ��ill
■ � �� -�.
..� e. .. . � e �� _ _ __ II
.e :� I� �I '� -.
�'��
I I I I '�. yCT' DES .
�2 2, �
ALxi��
o U
II.�;;��'L� JOIST
li ,'�)�+�O���O
II � �"��
�
-SDS25312 SINPSON
TED ONTO EXISTING
,�
I I' ?�
WALL POS . CON�C�TION
5-SDS25312 SINPSON
��',y
� ' BOLTED ONTO EXISTING
�/ WALL POS . CONFECTION
ROOF FRAMING NOTES
ROOF
VENTILATION CALCLLATION�
CUT RAFTER TAILS TO MATE -I
2x4 TRUSSES
ROOF AREA
- 720/300 =2.4 SQ.FT. OF
AkEA
CONI`ECTIONS SI-1A11 � ENGI�
508 VH�IT®
AREA e BIRD 6LOCKING
BY A TRUSS M�FACTlR82
2.4/2 -
I .20 SQ . FT OF VENTID AREA e RIDGE
ROOF PITCH SHALL � 5� 12
AP-50 ROOF VENT W/ AN AREA CF .347
TYPICAL UNLESS NOTED OTI-�21MSE
I .20/ . 347 - 4 RC�IUIR® VBVTS
ROOF OV1B�-IANG SI-IALL BE 24' I�10.
WIDE
(4) AP-50 ROOF VHVfS I'-O" MN. FfdOM RIDGE
TAMING PLAN
BWL-B ® 24' - 7"
EXISTING SIDINGS TO BE REMOVE
EXISTING SI-EATNING TO REMAIN
SCALE I /4" - I ' - O"
CS - WSP ®I 5' - 8" I
' - 3S 5"
5 - �"m x 4"
SDS SCREW
5 - �"m x 4' SDS SCREW
POSITIVE
C:OMECTION
POSITIVE COMECTION
BWL-C ® I I '
B�AC�
WA��
PAN��
IC�� - P��,N
SCALE= I /4"- I ' -O"
RESUB
May 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2 018 I RC PI�ESCI�I PTI VE D�SI GN
BWP - CS - WSP � (Continously Sheated wood
Structural Panel )
- - 3/s" �n . TI-K . FUL I-EIC�-IT STRUCTIIF2AL SI-EATI-#NG
IMTN A MININLxvI PANS PER TABLE R602. 10.5
ERACE WALL LINES SPAGNG CAM10T EXC® 25'
IMTN AN EXCEPTION IN TABLE R602. 10. I .3
ERACE WAIL PAS SHALL � N41LED W/
6d CONMON NAIL e 6" EDGES AID 12" FIELD .
PROVIDE 2x BLOCKING AS � .
PBS TABLE R602.I0.3(3>�
BRACE WALL PAS CALCLLATION� (MAIN FLOOR )
BWL -
I
®
20'
P82
TABLE
R602 . I O.3 (3 > =
3.40
FT .
OF
BWP
BWL -
2
®
20'
PER
TABLE
R602 . 10.3 (3) =
3.40
FT .
OF
BWP
BWL -
3
®
20'
PB?
TABLE
R602 . I O.3 (3) =
3.40
FT .
OF
BWP
BWL -
A
®
20'
P�
TABLE
R602 . I O.3 (3 > =
3.40
FT .
OF
BWP
BWL-
B
®
25'
PH2
TABLE
R602.10.3(3)=
5.01
FT.
OF
B'WP
BWL -
C
®
15'
PER
TABLE
R602 . 10.3 (3) =
2.55
FT .
OF
BWP
TABLE R602 . I O.3 (3 )
SOIL CLASS D
WALL I-EIG�-IT = I O'
MINIMUM TOTAL LENGTH (FT .) OF
10 PSF FLOOR DEAD LOAD
BRACED WALL PADS REQUIRED
15 PSF ROOF/CEILING DEAD LOAD
ALONG EACH BRACED WALL LINE
BRACED WALL LIFE SPACING 2 5'
Seismic
Design
��y
Story Location
Brace Wall
Line Length (ft .
Method
LIB d
Method
GB
Method
DWB � SF� �
PBS ° �'
I -PS , CSSFB
Method
WSP
Method
�
CS - G
I O feet
f�P
3, 0
3.0
2 .0
1. 7
20 feet
f�P
6.0
6.0
4.0
3.4
� I
30 feet
NP
9.0
9.0
6.0
5. 1
40 feet
NP
12.0
12.0
08.0
6.8
50 feet
f�P
15.0
15.0
10.0
8.5
�
�
7�
� �
� �
W � � �
(J7
U� cat
W°oQ
m�o�
�
wh W �
.
�w��z
I� Q OD �
��Uz�
� c0
�
Ozz�z�oQc
� W
a � o �
Wc�Qoo
QOzz�
� � ,� w
° "
III w
� �
Q W W � �
I..�.r.I
F� ri+
�
W �
zzo0�
�� z w
w
��, �
wU�
oW~off
�
z�xo�
� � a
�
Fx.,
I --I In� �
LL�WQo
� z
0 � na O O
W W � w
�W���
o Q��
w z
��..�
Q
���o�
� �
W�WUO
p-I ��
W Z�
o��z�n
T n
Nw V1
(1� � � C�
~��QS
�
� � U
Q��oa
Q��
■■■
�
z � W Q
z�zm�
■■■
QCOo�
� J J I L Q
� Q W �
W�o��
�zQz�
CV
a\
U7
�
J
O
c�
Cn
�
�
W
W
�
L�
I
�
O
O
�
D`
�
W
;
�
z
�
Q
`O
O
O
�
Q
=
�
O
.�
Q
Q
'
�
�
�
J
�
w
O
O
Z
�
�
W
�
�
Q
J
W
I
UI
Q
�
CV
~
W
U7
O
�
�
W
Z
Q
�
~
(�
�
�
�
O
X
W
�
W
W
N
�
�
�
m
�
W
�
�
CV
�
W
�
Q
�
�
�
�
�
o
z
�
�
�
�
z
�
�
o
U7
Q
U7
�
O
�
LOLL
�
W
�
W
�
Z
O
�
�
O
�
Q
REVISIONS
CROSS -SECTION DET .
IN REFERENCE ON
SHEET A - 5
SHEET TITLE
EDT' N . � FRM' G .PLAN
BRACE WALL PANEL
KEY PLAN
ROOF FRAMING PLAN
DECK FRAMING PLAN
DESIGN BY � CNL
DRAWN BY � CNL
CHECKED BY= LYDIA
PROJECT NO
SCALE�AS NOTED
SHEET �
� - 3
DATE �
5-04-2021
C
��CTION TI--If�U - A
SCALE I /4"- I ' -O"
SOUTI-I �L�V�,TION
SCALE � I /4" - I ' - O"
vPER PLAN
COMPACTED w/ NUTS � WASI-IER
SCALD � I /4-' - I ' - O DTT2Z TENSION TIES
12" SDS SCREWS NAILED
TO JOIST OR SOLID BLK'G .
iiii iiii
� � i i � �
LUJ LuJ
NOf�TN �L� NATION
SCALE � I /4" - I ' - O"
WEST ���VATION
SCALE � I /4" - I ' - O"
RESUB
May 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
� Z
� �
rk LC) lid
wI H � LO
G�z
� � �
m�Qw
-�-I
w � �
�WpOz
rwr�
I� Q 00 �
CO
O
��Uz�
`�
OZz��
� W
O l
WUQ�o
QGzUI�-
,� W
Zz�
W �
�
QWW�O
III
F-I � � �
z z � ��
�
W �' W
C� O z
W�� J
�---� �
J ~ - (1�
z H W �
a H
lL � a G
z
I —I � �
O��OO
W W � W
�w�z��
o a�n�
z
~ �
w~U�O
QI �
�
~
F-�-I � �
U
O U �
z�
w�
I-�--I
cn0 I—
��oaz
��U
Q��pQ
Q��
�zocWo
■■■
■■■ �
z�zma
QCOo�
� J J w Q
W O a Z W
=�z�Q
�zQz�
N
�
J
O
cv
�
�
W
�
OC
nW/
L�
I
�
�
�
�
�
W
�
I\
l�J
Z
�
Q
`O
v
�
�
O
C
�
z
�
O
U
«Q
Q
--
�
0
�
�
Q
�
�
�
�
O
z
�
W
�
�
W
�
C�
Q
�
I
N
�
�
(.f�
U�
O
�
W
z_
Q
cn
�
Cn
�
�
�
O
X
�
W
W
CV
�W
�
m
Z
Q
W
O
(�
a`
N
�
W
�
Q
�
�
�
�
�
O
�
�
z
�
�
�
z
O
�
Q
o0
�
cis
o
cn
�
o
W
�
W
c0
W
Z
O
�
�
�
�
O
Q
REVISIONS
DETAILS ON THE PLANS
WERE REFERENCE TO
IT'S CORRESPONDING
SNEET NUMBER
SNEET TITLE
SECTION
ELEVATIONS
DESIGN BY � CNL
DRAWN BY � CNL
CHECKED BY � LYDIA
PROJECT NO
SCALE SAS NOTED
SNEET �
� - 4
DATE �
5-04-2021
12
4
�
•��
� ����
� D/�•
�
�
• �
��• � • •��
��. ��� ,�
3/4 TI-K . T� PLYWOOD GLUED
and NAILED / 8d COfvY��10N NAILS
® 6" EDC�S 12" FIELD
2x I O I-F� 2 R . JOIST ® 16"0 . c .
R - 30 BATT INSULATION �
.' �:
2 - #4 �R . EBAR CON' T . ® TOP '
�;..
30 YR . LAMINATED SHINGLES
# 30 ROOFING PAPER
7 / 16" TI-K . OSB PLYWOOD SI-EATI-IING
NAILED W/ 8d 6" EDGES 12"FIELD
PRE - ENGIf�EERED TRUSS ® 2 4' o . c
5/g' TI-K . GWB TYPE ' X" TNT . CEILING
R - 49 INSULATION W/ I " AIRSPACE BAFFLE
2x4 BIRD BLOCK ® EA . TRUSS
w/ N- I SIfvPSON I-�R . TIES (TYP . >
2- 2 x 6 I-F # 2 TOP PLATE
I x CEDAR FACIA BOARD
4" WIDE ALUM . GUTTER
( CON' T) W/ DOWNSPOUTS
4x DF # 2 I -DR . W/ R - I O
RIGID INSULATION
VINYL 1MNDOW U = . 30
VERTICAL FENESTRATION
2x6 I-F� 2 WINDOW SILL
2 - 2X6 I-F� 2 WINDOW SILL
® WINDOWS OVER 4' WIDE
TYPICAL WALL
NARDIE PLANK SIDINGS
MATCI-I EXISTING REVEAL
7 / 16" OSB STRUCTU2AL SI-EATNING,
6" EDC-ES , 12" FIELD
NAILED W/ 8d COMMON NAIL .
TYVEK NOfvE WRAP WEATI-ER BARRIER
w/ 2x6 I-F� 2 STUD � 16" o . c .
R - 2 I BATT INSULATION
I /2" TI-K . GWB PRINE � PAINT TO FIN .
2x6 NFL 2 BOTTOM PLATE CALK TO FINISH
2x I O I-F# 2 RIM JOIST w/ 6x 16 CRAWLER
vENT PER PLAN CUT TN�O�K�-I JasT
2x6 PT BOT . PLATE
w/ 5/8'DIA . x I O" LONG
J . B . ® 6' o . c . w/ 3x3xy4'TI-K .
WASI--82 w/ 7" MINIMUM EMBED .
I - tt 4 4-IOR . EBAR CON T . ® MIDDLE ; ;" � I - # 4 VERT . REBAR ®I 8" o . c .
t�.
4" m DOWNSPOUT TIGI-ITLINE TO
6 MIL BLACK VISQUEEN � / \�\\ \\/ \ �\ I�RRAI�K ARDEN
z / ���(�� DRAIN PIPE
� `` \�\\ \ \,� w/ FILTER FABRIC
_.� . t. � \ ����\��
� � '�� ���� \ /GRATED PIPE W/
I � �� V� � �� ��VA VA � TENTED DOWN
3000 PSI 52 SACK MIXTURE \ \ j\\ \\ �\\��-
\ j\\ \ \\ j\\ \\ \��OPE TO EXISTING
\\\ \\� \ \\ \� \/\\\ \\� \/\� DEN
2-�4 NOR. REBAR (CON � A V �\ V �\ \
® BOT . PER PLAN �\ \\\ \\/ \�\\\ \\/ \�\\\ \\/ � /�\ �
T�'P . WA�� DATA �
0
N
�o
N
� I /1 T � �`
SCALE � 3/4" - I ' - O"
1. COI�iTRACTOR���V�l OP�R SHAI I MAINTAIN AND ENS, ��
��o��� E�osic� ccN ��o� T��c���o� � ��c��c �.
2. SIFT FENCE TO BE PACED DOWNS�OPE 0� CONSTRUCTION
ACTIVITY.
2x I O SOLID BLK'G .
TOE NAIL® w/ 16d
CONYVION NAILS
( STAGC-BRED)
6 MIL BLACK
VISC�B�I
r
W
_ .. .. ._- '.eC�. ..
24" SQUARE
�--IDI� . TO POST
2x2 NETAL
DRIP EDGE
• �..
��� .��
2x4 I-Ftt 2
NAILER
2x4 I--F�2 LOOK-
♦: p � �
2 - 2x6 I-Ftt'.
TOP PLATE
3/4" TI-K . TAG PLYWOOD GLUED
and NAILED w/ 8d COMMON NAILS
® 6" EDGES , 12" FIELD
2x I O I-F# 2 FLR .JOIST ® 16"0 . c .
w/ 2 - 16d TOE -NAILED TO 4x I -DR .
R - 30 BATT INSI�ATION
4x I O DF# 2 BEAM
w/ AC4 TO 4x4
PT POST. PB44
- 24x 24x8 PAD
w/ 3 - # 4 REBAR E . W .
TO �T ' G . DST .
PRE - MAf�FACTIRED
TRUSS ® 24' o .�
30 YR . LAMINATED SI-TINGLES
u 30 ROOFING PAPB� TO MATCC�=�
E�CISTING
�/6" TI-K . APA RATED SI-EATI-ZING
NAILED W/ 8d , 6" o . c . P
EDGES and 12" o . c . FIND
E-WROTE PLANK
SIDING OR BETTER
7/ 16"OSB SI-EATNNG�
6" EDGES , 12" RELD
NAILED 1MTN 8d
COIVIMON NAIL
CITY INSPECTION REQUIRED ON
A�� EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
SCALE � 3/4" - I ' - O"
2x4 I-Ftt2 BRACE
® TOP AID BOT .
R - 49 BATT OR SOWN -
IN INSILATION
�" TI-K . TYPE "X"
GWB ® CEILING
2x6 I-Fu 2 GWB NAILER
Y2" TI-K . GWB ®WALL
2x6 I-Ftt 2 STUD ® 16" o . c .
R - 2 I BATT INSI..LATION
►1�00� TRUSS DST . @ �AK�
SCALE � 3/4" - I ' - O"
I I\
I I
Iv
I �
I I
I I
I I
PER PLAN I I
I I
I I
I I
I I
4x4 PT C-1JARD I I
POST PER PLAN I I
I I
I I
I I
I I
2 -Yz" m GALVANZE i i`
11-ROUGH BOLTS � �
w/ NJTS rnd WASI-82
4x8 PT RIM �AIv��
I-L1C48 NAIL® w/
ba GALv . NAILs
DTT2Z (TENSION DEVICE T
AT EACI-I POST NAIL
OR SCREV�ED ONTO FLR .
JaST OR SOLID �K'G
M=TAL RASI-NNG
■��e��
^� =�e-� �
•���� � •
�i�
SDSa511 12�
LUS28 • EA . JST .
DTT I Z (TENSION DEVICE) /
AT 3 LOCATIONS , EVB�LY J
DISTRIBUTED ALONG EXIST .
axi f�EW DECK 1MTI-IN 2' OF
EAC!-I Ef�D a= TI-E IFDC� .
SEE FRAMNG PLAN .
EXIST . WALL
EXIST . FLasR JasT
EXIST . RIM JOIST
oR �ocaNG
Y TI-RFI�DED 3/a" DIA.
G SCREW PRE -DRILLED
/ NYN . 3" PB�ETRATIaV
TO CB�1TH? OF EXISTING
RIM JaST CR SILL PLATE
�GUAI�DRAI� � LEDGER D�TAI�
PROV
NAND
SNOV�
�c
c�
I
c�
c�
SCALE � 3/4" - I ' - O"
TYP . GRAB BAR DETAIL
PER SECTION R 3 2 5. 8
TO R325.8.5.2
DE
HELD
,ER
4"
18 -24
MIN . 30"
2 5" - 30"
I
�
I
S-IOW�� � TOI��T
NTS
PROVIDE 2x6 NFL 2 SOLID BLOCKING
TO ALL GRAB BARS. GRAB BARS SHALL
NAVE A STRUCTURALSTRENGTN OF 2 50 LBS .
APPLIED AT ANY POINTON THE GRAB BAR .
MIN . 48"
36"- 60" 6"
S I -I O W � f�
��
NTS
.•
N
RESUB
May 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�
���
� �
W � � �
W°oQ
W W �
�wOOz
� cc �
Ozz�z�oQc
� W
n� (�''�
FBI i"y O �
W(�Q�t�
aOzz�
� � ,� w
° "
~ W �
Q W W � �
� � � x
zzoo�
W � v�
`� ° z w
W
��, �
wU�
oW~off
�
z�xo�
� � a
�
Fx.,
I —I In� �
��WQo
� z
0 � na O O
W W � W
�w�z��
o Q��
w z
��..�
Q
���o�
� �
W�WUO
p-I � �
ZD
o��z�n
N�
I-�I
cn 0 � �T
��O�S
����
Q��pQ
Q��
�z�wo
■■■
■■■ �
z�zm�
QOOoO
� J J � Q
Woa=�
W�o��
�zQz�
N
rn
0
J
O
Cn
��O.
�
o
O
�
U
�
�
�
cu
�
W
;
�
ICI
U
Z
�
Q
`0
O
U
�
Q
'
=
�
.o
O
Q
�
�
J
Q
w
O
z
�
�
o
�
�
�
�
Q
Q
�
J
W
~
I
N
W
O
�
�
W
0
Z_
Q
�
~
�
�
�
�
O
X
W
�
W
W
N
�
�
�
m
zQ
W
C9
(n
CV
�
W
�
Q
�
�
�
�
�
�
Z
�
�
�
c0
Z
O
�
�
�
Q
�
�
�
LULL
�
W
�
W
�
Z
O
�
�
O
�
Q
REVISIONS
NUMBERS WERE USED
TO REFERENCE DETAIL
DRAWINGS ON THE
PLAN .
SHEET TITLE
CONSTRUCTION DETAILS
GRAB -BAR SPECS.
TEMPORARY SILT FENCE
DESIGN BY � CNL
DRAWN BY � CNL
CHECKED BY= LYDIA
PROJECT NO
SCALE�AS NOTED
SHEET �
� -
DATE �
5-04-2021