APPROVED PLN BLD FIR BLD2022-0046+Architectural_Plan+1.14.2022_1.10.21_PM+2622059Written dimensions on this drawing shall have precedence over
scaled dimensions. Contactor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dimensions and/or conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the Contractor shall accept
full responsibility for the cost to rectify same.
2X8 BARGE BOARD
W/ IX2 TRIM
ALL GABLE ENDS
MAXIMUM SU I LD I NG HEIGHT a 48-t.cW
I GHT OF STRUCTURE ® 436.66'
ASPHALT COMP. SHINGLES
ON 15# FELT
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED OR
CEDAR.
2. CAULK AND SEAL ALL W I NDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
S. GLAZING PER STATE ENERGY GODS.
4. SEPERATE PERMITS ARE REOU I RED
FOR FENGES, PLUMBING, MEGHAN I GAL,
AND ELEGTRIGAL.
S. PROTEGTI ON FROM DEGAY IS REOU I RED FOR ALL
WOOD S 1 D 1 NCB AND WALL FRAM I NCB LESS THAN
Z" ABOVE GONGRETE STEPS, PORGH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES
EXPOSED TO THE WEATHER
6. REFER TO ALL ELEVATIONS FOR
TYPIGAL NOTES.
-7. S.G. = SAFETY GLASS
02-23-2022
Plan Review
NOTES: Approved.
Deferred Submittal:
A residential fire sprinkler system is required. A recommended
flow -through design will meet specifications and reduce equipment and
continuing maintenance requirements. Provide a minimum combination
water service of one inch (1 ") meter and one and one half (11/2") service
line, or show that domestic and fire protection needs can be met with a
smaller service.
DFM Burt
Approved
DFM Chris gust
South County Fire
Date: 02/23/2022
METAL FASG I A GUTTER
2X6 WINDOW TRIM
TYPICAL AT
FRONT ELEVATION
HORIZONTAL SIDING
WHERE SHOWN
I X4 CORNER
FLR_UPPER
MAIN FLOOR P.L.
7-17-17-17-1
FIN. PLR. MAIN m
® 414.00' REI Q�:]
AVERAGE ORI CG I NAL GRADE
o 41:2.G6'
P
00000000
F] F] F] F] 7 7 71 1
7-FkON7 r=Lr=\/�T 1 ON
J
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
R��R EF-�L-�\/AT I ON
■� lea
!K 0,
!fie
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
APPROVED
PLANS MUST BE
ON JOB SITE
SHINGLE SIDING
— WHERE SHOWN
4X OUTLOOKERS
— WHERE SHOWN
CULTURED STONE VENEER
INSTALL PER MFD.
SFEC I F I GAT I ONS
TREATED PLYWOOD BEHIND
ALL AREAS WITH STONE
50L)Ai;P,F_
F007AGE5
MA I N
1408
L) f=f=Ei;Z'
1-702
C�Af ;,:AC�E
l 4P
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OF 1 /Z "
AND TO BE ON A CONTRASTING
,ACKGROUND PER I RC S 1 q .1
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
I
COVERED PATIO 200 SQUARE FEET
■
I
■
APPROVED BY PLANNING
21
Apr 11 2022
r . . ■ . . ■ . . ■ . .Ell
1
■ i
■ Separate permit required for Plumbing I
I
City Of Edmonds
Building Department
Work NEW SFR
Address 8003 203RD ST SW
Owner SELECT HOMES
---------------------------------
-----------------------------------------
Approved Dater 3/11/2022
Building Official------------------------
w. 1icz�c
Permit Number
BLD2022-0046
125-/ I
REG I STERELJ
AP-r-H I TEGT
1�IIGHREL Well JOHNSON
STATE OF WASHINGTON
VJ
r ^
L�/TJ U
m
M
C
j71
Q
U
z
U
�
C!J
N00
U
x
H
00
r
0
0
00
m
^ `z_
W
0
N
-C
o
z�
7-
VI O
0
0z
co
V1
mco
>�
Q
o
N
M
�1
.11 •
Y- �0
CD
O
co
o
OQ
L
J
0-
date: Oct-01-21
permit:
revisions:
drawn by
�heciced by:
MWJ
I
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
Nritton dimon51on5 on this drawing shall have precadonc® over
5calod dimon5lon5. Contactor shall vorify all dimon5lon5,
conditions, etc., pertaining to the work beforo proceeding.
The Owner must be notified of any variations from the
dimon5ion5 and/or conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the Contractor shall accept
full re5pon5lbllity for the cost to rectify same.
SEE GENERAL NOTES SCALE: 1/4" = I'-O"
L.r=FT ELEVA71Oil
SEE GENEP-AL NOTES
S(f,ALE: 1/4" = P-O"
12571
REG 1 STEREO
ARCH I TEGT
i w
MIGH L YNE JOHNSON
STATE OF 1NASHINGTON
V J
U
M
w
� W
�
U
Q
�
o
H
O
�U
U�
N
Do
U
cry
71
r
m
Z
o�
�wQ
r
U
az
,n o
0
�o
�z
-u)
m�
o
43
O
O
00
a
�z
no
F
0
oQ
L
J
I
date: 11-2ci-18
permit:
revisions:
drawn by
checked by:
MN,J
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
Written dimensions on this drawing shall have precedence over
scaled dimensions. Contactor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dimensions and/or Conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding With the work, or the Contractor shall aGGapt
full responsibility for the cost to rectify same.
50'-0" OVERALL
/1/\
I
� +I
a�/\1
I
\1
I
I I
I I
I I
�t l I
I
0- I
FDTN. VENTS, T1 P. _
Ia"x6' SCREENED N
G REOU I RED
I I m
I I —
iT
rip
A arya ANk
A-,
J J
1X 0 \ IY
UJ
0 -
0
0 �n m 0
_n I ��g
W I Nw
�t
oo�
o�m -
SHEAR NOTE: L
I. SX MATERIAL GAN BE USED FOR N
ALL MUDS I LLS
2. SET A DOUBLE 2X STUD BEHIND " GONG. FOUNDATION WALL
E\/ERY STHD 14 HOLDOWN GALLED OUT : TYP. ® 2-5TOR"r
ON THE FOUNDATION PLAN. SET HOLDOWN
1/2" MINIMUM AWAY FROM WALL CORNERS, _I i I °x-I° CONT. TMON®F sOTINO
oRY
WINDOW AND DOOR HEADERS. IT 15 IMPORTANT O f�
THAT THE FOUNDATION GONTRAGTOR HAS THE N
MAIN FLOOR PLAN SHEET TO PROPERLY m
LAYOUT HOLDOWNS.
5. A MST48 STRAP WITH (2) 1/2" BOLTS INTO
THE FOUNDATION IS A PROPER FIX FOR �^
A M I SPLAGED STHD 14 HOLOOWN. ry
I =
NOTES:
ALL WOOD IN CONTACT WITH CONCRETE
SHALL BE PRESSURE TREATED OR GEDAR.
PROVIDE CRAWL DRAIN a LOW POINT
IN CRAWLSPAGE.
SOLID BLOCKING UNDER ALL BEARING WALLS. O
\*
SLOPE ALL GONG. STOOPS AND/OR PATIOS
I/4" PER FOOT AWAY FROM DOORWAYS.
— — — — — — — BEARING WALL ABOVE
FOUNDATION VENT CALCULATION
1408 SQUARE FEET = 4.6ci
S00 .'57
�i VENTS REQUIRED C 6 MIL VAPOR BARRIER AND (�)
NON -CLOSABLE VENTS ARE
REOU I RED)
SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
OU1�lI�T I Oil1_'N
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
HOLDDOWN SCHEDULE
MARK
I-fOLDOWN/
FASTENERS
1^I00D 1"fEMBER
Ai�1Gl-fO
B
(2) 2X STUDS
S PLATES
(2) 2X STUDS
8 PLATES
S/
�
I
� I
I
I
I
I
V
4" GONG. SLAB ON
4" GRAVEL FILL ON
O
�+`,.Q�.•
COMPACT EARTi-f �J Q l{�•
-
SLOPE I/4"/FT.
�
#4 STUB STEEL
� 18" O.G. MAX.
PTLDI2000 #
I50o P51
R+=34"
I
0 ,^ O
X� In
PAD REOUIRED
I
Xz
I
I
�
� J
L
J
� J L J L J
L J L J
�
I
J
I
I
12'- "
I
4'-8"
5'
" 5'-O" 5'-O"
5'-O" 5'-O" 5'-O"
I
(V
N
(V
N (V
I
MIL. BLACK VAPOR
BARRIER TO TOP OF FTG.�
4x4 P.T. POST (4x6 ® BEAM
SPLICES) ON GO# FELT ON
I
I
�6
W/ 12" LAP 0 ALL SEAMS
24/24/8 GONG. PAD, TYP.
UNLESS OTi-IERWISE NOTED
I
I
N
N
N
N N
12�_
�� 3'-10"
S�_
2'-6" 4'-8" 4'-O" 4'-O" 4'-O" 4'-2"
3'-7"
3'_�i�� O��
� � � �
I
_J
�_
�_
� L_J Io I � �
� � � �4x1o� �
�
� N
jl
ABv:I
I
N
I
I
�---�
Xlllm
I
I
I
�
I
o I I
I
ACCESS
I
I
I I
INS � WS
I
I
I
I I
� L
—
�
I
I
4" GONG. SLAB ON
4" GRANULAR BED
� a^ olzA L PIL ON
�
I
I
ON TAMPED GRADE
G sL
I
SLOPE 3" TO O.H. DR.
PE IE "/FT.
I I #4 TUB 5 EL
I
I
I
I
® I " O.G. MAX.
�
I
I
I
I
I
I
I
I I
� �
I
I
R �
d
�
I
PI-411
WALL
---------
STEi�1
TO 48" ABV.
� •�U,k,d`
I I
I
I
SLAB
GONT. FOOTING
r
�
® O.H.
DOOR
- CONCRETE
_ _ _
_ _ _ _
_ _
_
J
6 STEM 1N A L L
I
TO 48" ABV.
�
EDGE OF
SLAB
I CONT. FOOTING
SLAB
---------�
� O.H. DOOR
I
EDGE OF SLAB
CONCRETE
STEM WALL
L-I
TO 48" ABV.
SLAB
X STUD
PLATES
L-I
L-I
(2) x s s
6 PLA S
(2J x sTu s
6 PLA S
SO'-O"
OVERALL
128�f I
REGISTERED
Ai2Gl-IITEGT00
MIGH�Ew WAYNE JOHNSON
STATE OF WASHINGTON
V J
U
M,
M.
w
�
W
U
Q�
�
H
�
U
• I
0
0
m
W
6
�r
0
S�Q
U
map
n
az
O
fn�
n
p
o
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
Written dimensions on this drawing shall have precedence over
Scaled dimensions. Contactor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dimensions and/or GOnditions shown on these drawings. Any
such variation Shall be resolved by the Owner prior to
prOGeeding with the work, Or the Contractor shall aGGapt
full responsibility for the cost to rectify Same.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS a 16" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 10 OF#2
UNLESS NOTED OTHERWISE.
FUR -OUT HEADERS TO MATCH 2 X 6
WALLS.
SOLID BLOCKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 2.5 GAL/MIN.
EXHAUST FANS LARGER THAN 50CFM MAY BE
CONNECTED TO 4" SMOOTH WALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
GOI" iBUSTION AIR REOUIRED FOR ALL
FUEL BURNING APPLIANGES
LEGEND :
BEARING NALL
BEARING ABOVE
FLOOR LINE ABOVE
PT. LE;'. POINT LOAD ABOVE
ADV.
MULTIPLE 2x STUDS
a POINT LOAD
O SMOKE DETECTOR
IIOV INTERGONNEGTED
N/ BATTERY BACK-UP.
PER IRG 514
OCARBON MONOXIDE DETECTOR
PER IRG 515
GARAGE NOTES:
1. GARAGE/LIVING SEPARATION, USE
5/5" TYPE 'X' GNB AT CEILING/WALL.
NRAP POSTS AND BEAMS.
2. INSULATE ALL NARM HALLS AND
E
YERS 5/8" TYPE 'X' GNB
G NHEN USING T.JI's
OF HOOD JOISTS.
+ INSTALL PER
ASHRAE ciOA-88
+ 15" PLATFORM
OF 2 LAYERS
5/4" PLYNOOD
(I LAYER IF PLATFORM
IS ON SLAB)
+ SEE HEATING NOTES
OPTIONAL NOTES:
RAISE ALL PILOTS, BURNERS
AND SWITCHES +15" MINIMUM
ABOVE SLAB.
F I REPLACE NOTE:
O' GLEARANGE FIREPLACE N/
DIRECT VENT
FACTORY BUILT FIREPLACE SHALL
BE INSTALLED PER MANUFACTURER'S
SPEGIFIGATIONS AND SHALL HAVE
TACHED
5/b" TYPE 'X" GNB
TO ROOF SHEATHING
R P E 4 STO E MUST BE
TESTED,
CERTIFIED ff LABELED AS SUITABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
* * * SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
NAILING 5GHEDULE, -$ DETAILS.
(3
50'-0" OVERALL
20'-10"
_4.2_2.2
G516 STRAP
BOTH SIDES
OF BEAM
TYP I GAL
AT BEAM TO
0060 XO
SLDR. VNALL/POST
GONNEGTI ONS
ALL BUILT UP STUD/
GOLUMNS
USE I&d NAILS ® 12' O.G.
STAGGERED TO ATTAGH
MEMBERS. NAILING IS TO
OGGUR AT THE FAGE OF
THE STUD
(0
PI-2"
B-4 5-1/8" X
p 6
(2) 2X STUDS
(2) 2X STUDS
B PLATES
G PLATES
15'-2 "
DRAFTSTOPPING NOTE:
DRAFT STOPPING TO BE INSTALLED
TO ALLOW FOR LESS THAN 1000 SOFT OF
OPEN AREA WITHIN THE FLOOR TRUSSES
PER IRG SECTION 502.12. USE 1.2"
INCH GYPSUM WALLBOARD OR 5/8" WOOD
STRUCTURAL PANELS PARALLEL
TO THE TRUSSES WHERE INDICATED. SEAL
ALL GAPS AND HOLES TO PREVENT THE
SPREAD OF HOT GASSES AND SMOKE
x Z
F.P. FLUE
TO EXIT OUT
Q
I
xO
(� Q 60 O XO COVERED
ROOF -ANGLE 6 of PATIO
60 XO
6050 O SLDR.
111
_
X
—
— — — —�
- SLDR. PATIO
FLUE WITHIN ROOF SLDR.
C CRESS)
-
II I
1 �i
m (S.G.) GONG
TO GET PROPER
(1LEARANGE
O
1-
III
-
- DINING - _�
d) <6
0
Z 6
ROOM
0 J
"
FOR
VERIFY DRAIN LOCATIONS
PLUMBING SELECTED- ADD
III
II
HDND
d) 0 IQ5'-O
B- 4X1O
B-2 5-1/0" X
B-1 X I O
BUSS AND OFFSET LAYOUT
O MISS DRAINS IF NEEDED
III
III
+iD
,a
DOTE3La;lDED
���
�����
m
ZERO LEARANGE
-_
O
D I1EGT ENT
CV
w
GAS F I REP
w l I I I 'T
AE
G
I I I I
I I I I I I
III
I w
I �
�n
x
DR
IIILI
x
0
I m
'-O"-
SINK Dl i
RO
MM
-WTD S
0 KITGHDED
HDWD
I Ui J
\i I
BI- OLD
W.G.
100 G M A V.
_11)
rM
2880
OPNFURN
C�. ABV.
O
w
—P S PPNTRY ! RJ� s
- R
' OPENGIRDEI Ja
AILIN TRUSS +
4XIO I o
�F
J
=
r
w
III�W
N —
— — — —
VT
z
co
m Z
ZD
>-w TILEI
m 0
—OP �
1
_
_I
m
6�
I I I I
(� T���
Gs
N v
N q)T
_
d)
m
N N
IQ a\
o(0 o�
HEAT
GLOSS i+�
PI-4'I
�+� L+
N
P GL. Ta
INEN +72"
�,,X,
U"n.
— — — —
— — — —
—PUMP ��
0
HINT
IHEAT F
�� I
PI-4 13DETECTOR I DOD ER NK o
L�IJ L y
5" STEELT
E30UP Lt
�� — — N —
— — VAULTED
I P / 18Rx12� " SMK.
30"
MINIMUM
/ L-I J
O
Inn
OV
ZC DST. R
I PAG
55 FO
-
O
/
X
�Q
I INS ffE S DOOR
X
I
— - —
_ _
In O
r
III
10"
FLOOR TRUSSES ® 24" O.G.
d0 O
I
III
Q
UNLESS OTHERWISE NOTED
O Zo
J DEAN
III
Q' w
\
i m
GA PEi� T
GARAGE
GONG
G EREF ��p�
ORGH e
GIRD
TRU 5
III
III
m�
O
O r-ot, G
N
_LINE OF O.H. DOOR
-I +i0
Q
I
IN UPRIGHT P05ITIONT-1
ryNF
I
��,2
xQ
oI I
—
rya
1
OF O.H. DOOR
4XI
ryb
— — —
GIRDER
--- _LINE
IN UPRIGHT POSITION
_
Ld
TRUSS
_
+(0
C-I RDER
TRUSS
I
m
�
El 54 _I� =K �
OT OOR
6046 XO SLDR.
O
GARAGE DOOR '
�
U
UNIT
(EGRESS) W/
I
— — —
6020 TRANSOM
p
4XI
CRAGE DO R
IQ
ABOVE FLOOR
N
HGILDDOWN SCHEDULE
MARK
HOLD01^1N/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPEC I ES
REOU I RED
T- I
STHD 14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)-1601
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(26)-IOd
(2) 2X4/2X6 STUDS
I-+F/SPF
2 2X 2X STUDS
T-4
MSTG48B5
(58)-IOd
HF/SPF
T-5
I ID 7B
(S)_ S/4
5-1/2" MIN.
SSTB28 (-7/8")
DF/SP
MIN. 24-7/8"
EMBEDMENT
P�3"
(2) 2 STUDS
S LATE5
8'-0" 1'
>" .I
pi—P.—
2) 2X TUD�
B PL TES
GUT SLOPE OF GB-2
ROOF INTO 5- /8 „ X
FLOOR TRUSSES
15-1/2" C.L.B.
IG'-O"
50'-0" OVERALL
PI- I2X S I
ItPL E
5'-5"
6'-6" 1.5'-0"
1'-6
5'-0"
IM'111�lkIN r-L.00R FL. At, N
A
12571
REGISTERED
ARCH I TEGT
MIGHZEL WAYNE JOHNSON
STATE OF WASHINGTON
VJ
M,
U
z
O
v
J
12
C!J
00
N
00
U
U
00
O
O
00
m
W
6
r
O
O
<
S�Q
U
map
n
N
m�
N
4)
z
az
V■ O
O
0 7-
JU
mF_
>�
Q
7—
N
4311,
.11
OO
O
00
cL
iZ
O
O
L
�lu
date: I I-Zq-18
permit:
revisions:
drawn by MWJ
GheG�d by:
E EEE_=T
O�
MM7
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
SEE GENERAL NOTES
SCALE: 1/4" = 1'-0"
Written dimensions on this drawing shall haves pr®r-adonco over
scaled dimensions. Gontar-tor shall vorify all dimensions,
r-onditlons, otr-., pertaining to tho work before pror-a®ding.
The Owner must be notified of any variations from the
dimensions and/or conditions shown on these drawings. Any
sur-h variation shall be resolved by the Owner prior to
proc,eeding with the work, or the Contractor shall aGGept
full responsibility for the r-ost to rer-tify same.
NOTES:
ALL EXTERIOR NARM HALLS TO BE
2 X 6 STUDS (o 16" O.G. TYPICAL.
ALL HEADERS TO BE 4X5 DF#2
UNLESS NOTED OTHERNISE.
FUR -OUT HEADERS TO MATCH 2 X 6
HALLS.
SOLID BLOCKING UNDER ALL BEARING
HALLS.
TUB/SHOWER UNITS SHALL HAVE FIRE
BLOCKING BETWEEN NALL STUDS AND
WATERPROOF SURROUNDS TO +72"
FROM DRAIN. GLAZING, INCLUDING
NINOONS WITHIN +-12" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLON IS LIMITED TO 2.5 GAL/MIN.
EXHAUST FANS LARGER THAN 50CFM MAY BE
CONNECTED TO 4" SMOOTH WALL VENT PIPE
IF RUNS DO NOT EXCEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER KITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
LEGEND:
BEARING NALL
— — — — BEARING ABOVE
FLOOR LINE ABOVE
PT. LO. POINT LOAD ABOVE
ABV. t
MULTIPLE 2x STUDS
c-) POINT LOAD
O SMOKE DETECTOR
IIOV INTERCONNECTED
N/ BATTERY BACK-UP.
PER RG 314
OCARBON MONOXIDE DETECTOR
PER IRG 315
SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR WALL
NAILING SCHEDULE, -$ DETAILS.
LINE OF PORCH BE
OW
I
m
0
5040 X SLDR.
Q
(ER SS)
G
IIII
O
IIII
IL
RB-1 4X10
I
III
o
�
M�4sTEiR
IIII
O
�
=
BEnRooM
�
0
OCARPET
IIII
+i0
60" x 36"
DROP IN
TUB
0"
R /
S.
>FA
—
—
— F S
\�
'T
I
J
I
o
0
IIII
Cy
U x
-
0
O _
GFM
(3
BEDROOM
-
-
2468
FAN
® VTO
lli
-
_
m
MASTER
BATH
CARPET
TILE
2-4
8
Q
��
Ip 50
----
I
O
�-
ISI
O
(V vT
LINEN
�00
--�
—
N T
INS B WS
I
— — — — F i$ S
N
7'-4"
5'-10"/
T 4068
0 0
J
-
Cr
2X6 WALL
STAIRCASE ILLUMINATION
5
nn//
q0 GFM WHOLE
HOUSE FAN OPERATING
EL-Er-INCLUIDING
D HEAT
N VTO PUMP
FURN
O
LANDING AND
TREADS PEiR IRO R303.6
3q" TALL NALL
BI-FOLD
5'-2"
® VTO
BATH
1�
_
=
GONTINUOSLY IN
_I
N/ ND. GAP
O
mOZ
O
AGGORDANGE KITH
ASHRAE 62.2
(()
O
—
— — — — — —
— — — — — — — — —
— —
—
VINYL
-
_
(Vl(1
OFRESH
AIR TO BE
NHOLE
2468
I
0
_
PROVIDED NIT
HOUSE LAUNDRY
\
.T
VENTS AT ALL
`{O VINY CO
Z
n�
OPERABLE NINDONS
0�
GFM
FAN
\
'nn
V
VTO
TUB/SHOWER
I
I
2060
\
-1
SEE NOTES
iD
li,
M5TG66B3 AT
«)Px STUDS _
7_
S06
2
PLACES THIS
PDA-rESt
(�
SHEAR WALL
�i
=
Q
O� Lov�
4
O
�a
so68
K
K
J
B 1-FOLD
BEDROOM
lli
N
6
N
THREE
(KleiCARPET
-I
BONUS
O W
X
ROOM
FOUR
CARPET
CARPET
i0
p
�
Q
�
O
�
c0
m
0
I
0
I
O
I
0
I
0
I
HOLDDOINN SCHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANGi-fOR
STRAP
T-I I GKNESS/SPEC I ES
REOIJ I RED
T-I
5THD14/14 R.J
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
MST40
(S4)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-S
MSTA56
(26)-I0d
(2) 2X4/2X& STUDS
FiF/SPF
2 2X4 2X& STUDS
T-4
MSTG48BS
(S8)- Od
HF/SPF
T-5
HD 7B
(�)_ �/4
5-1/2" MIN.
SSTB20 (7/8")
"
DF/SP
MIN. 24-7/8
EMBEDMENT
Uf=9=r=R �L.00R �1
SEE GENERAL NOTES
SCALE: 1/4" = I'-O"
12571
FZEG 1 STEF2EID
ARCH I TEGT
MIGHZEI- WAYNE JOHNSON
STATE OF WASHINGTON
V J
U00
M
00
0
w
�
W
Q
U
�U
U
►-�I
U�
N
L
�Ln
u
U
Q
�
�
x
r
N)
O
O
m
O
n'
W
�r
U
map
u�
a)
m�
N
N
'� z
az
0
0
0 7-
jUI
m�
o
ch
43
O
O
00
O
o
OQ
lu
date: I I-2q-18
permit:
revisions:
drawn by:MWJ
G%1PGiGPd by:
O�
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
Written dimensions on this drawing shall have precedence over
scaled dimensions. Contactor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dimensions and/or conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the Contractor shall accept
full responsibility for the cost to rectify same.
EAVE PROTECTION PER IRG R502.1
IF EAVES ARE WITHIN 5' OF THE PROPERTY
LINE, THEN A ONE HOUR FIRE RES I STANCE
RATING IS RE0U I RED IF THERE
ARE BIRD BLOCKING VENTS OR GABLE END
VENTS. IF THERE I S SOLID BLOGK I NG AND
NO VENTS, THEN THE FIRE RES I STANCE RATING
CAN BE REDUCED TO ZERO HOURS.
GOR-A-VENT IN -VENT. INSTALL
56" FROM EDGE OF EAVE.
PROVIDES 6.75" SO IN. NET
FREE VENTILATION AREA PER LINEAR
FOOT. USE GOR-A-VENT ONLY
OVER CONDITIONED SPACES
SOLID BIRD
BLOr_<ING
AT WALLS 5'
OR LESS FROM
THE PROP. LINE
I" SLOT TRUSSES
PER PLAN
2X6
EXTERIOR
WALL
ONE HOUR EAVE DETAIL ( IF PLAN REG U I RES)
ROOF FRAMING NOTES
GUT RAFTER TAILS TO MATCH 2x4
TRUSSES
CONNECTORS SHALL BE ENGINEERED
BY TRUSS MANUFACTURER
ROOF P I TGH SHALL BE 3 : 12
TYPICAL UNLESS NOTED OTHERWISE
ROOF OVERHANG SHALL BE 12" U.N.O.
�m
Q DS
TRU55 NOTE
2x6 OVERFRAMING
BEARING BELOW
DOWNSPOUT
ALL TRUSSES SHALL HAVE:
I. STRESS ANALYSIS AND DRAWINGS /
DETAILS STAMPED BY A STATE
REGISTERED ENGINEER.
2. MANUFACTURER'S STAMP ON PRE-
MANUFAGTURED TRUSSES.
5. BRACED TO MANUFACTURER'S
SPEGIFIGATI ONS.
4. STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILD 1 NG
DEPT. FOR APPROVAL AND SHALL
BE KEPT ON SITE FOR FRAMING
I NSPEGTI ON.
5. TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OR ENGINEERING
GALGULATI ONS.
6. ALL TRUSSES SHALL HAVE SIMPSON
H-1 CLIPS AT ENDS. WHERE TRUSSES
ARE PARALLEL TO WALL, USE SIMPSON
1-30 AT M 1 DSPAN. USE SIMPSON STC
CLIPS AT NON -BEARING WALLS
ROOF VENTING CALCULATION -PER 2010 IRG
1845 SOFT AREA
•ylft
= 6.15 SOFT REOU I RED
(6.15) X (50%) = 5.0,5 SOFT M 1 N. REOU I RED AT EA\/ES
T'I'PICAL TRUSS BLOCK HAS (4) 2 Cp SCREENED HOLES
PROS/ I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK.
APPROXIMATELY 40 \/ENTER BLOCKS= I.76 SOFT PRO\/IOEO
10 NET FREE I NCHE5 PER LINEAL FOOT FOR COR-A-,/ENT (.085 SOFT)
20 FEET PRO\/I DED = 1.66 SOFT
(6.15) X (5O9 ) = 5.08 SOFT MIN. REOU I RED N I TH I N 5' OF THE RIDGE
AF50 ROOF JACK \/ENTS= .54 SOFT EACH \/ENT
PRO\/IDE 10 AF50 \/ENTS= 5.40 SOFT PRO\/IDED
DS
VENT
_ONO
A
DS
I257I
REGISTERED
ARCH I TEr-T
1�IIGHREL Well JOHNSON
STATE OF WASHINGTON
V J
r ^
L�/TJ U
M
M
C
n
O
�-
U
�
00
� �
H
00
M
0
0
00
m
0�
wu
Z
N
�r�
0
O
<�K
N
_c
U
mL�
u�
a)
m�
N
a)
z�
az
VI O
O
� v
0 7-
j
m�
>�
o
�1
N
co
.11 •
Y� 0O
O
co
Q
O
L
I
date: I I-2G-18
permit:
revisions:
drawn by MWJ
�heciced .by:
O i=
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
TOTAL \/ENT AREA PRO\/I DED = 6.82 50 FT
f;kOOr f=L.A N
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
Written dimensions on this drawing shall have precedence over
scaled dimensions. contactor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dimensions and/or conditions shown On these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the contractor shall accept
full responsibility for the cost to rectify same.
20 15 NASH I NC�TON STATE
*ALL GL I MATE ZONES (7AOLE R402.1.1)
FENESTRATION
SKYLIOHT
GLAZED
CEILING
NOOI7 FRAMED
FLOOR
BELON GRADE
SLAB R-VALUE
U-FACTOR
U-FACTOR
FENESTRATION
R-\/ALUE
NALL R-VALUE
R-\/ALUE
NALL R-VALUE
AND OEPTH
SI-fE�G
0.28
0.50
NR
R-4ci
R-21
R-50
10/15
R-10, 2 FEET
(PRESCRIPTIVE
R-21 +TB
*TAOLE 406.5- GRED 1 TS (S 1 NC�LE CAM I LY)
THIS PLAN REOU I RES 6 GRED I TS SINGE IT 15 OVER 1500 SOUARE FEET
AND UNDER 5000 SOUARE FEET
OF71 ON
Gf; P,F_D 17
HEAT NG
OPTION
2 HEAT PUMP (ELECTRIC) 1.0
ENERGY PRESCRIPTIVE COMPLIANCE 15 BASED .5
OPTION ON TABLE R402.1 .1 W 1 TH THE FOLLOWING
1.5 MODIFICATIONS:
VERTICAL FENESTRATION U=0.28
FLOOR R-58
SLAB ON GRADE R-1 O PERIMETER AND
UNDER ENTIRE SLAB BELOW GRADE
R-1 O PER I METER AND UNDER ENTIRE
SLAB OR COMPLIANCE BASED ON
SECTION R402.1.4: REDUCE THE TOTAL
GONDUGTIVE UA BY 5%'
ENERGY A I R-SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 1 1
OPTION WITH A MINIMUM HSPF OF 11.0 ICI W/ POSITIVE DRAIN TOLINE
STORM SYSTEM
ENERGY HVAC EOU I PMENT AND ASSOG I ATED DUCT 1.0
OPTION SYSTEMS) INSTALLATION SHALL COMPLY
4.2 WITH THE REQUIREMENTS OF SECTION R405.5.7.
LOGATI NG SYSTEM GOMPONENTS IN GOND I TI ONED
GRAWLSPAGES IS NOT PERMITTED UNDER TH 1 S
OPTION. ELEGTRI G RES I STANGE HEAT AND DUCTLESS
HEAT PUMPS ARE NOT PERMITTED UNDER TH 1 S
OPTION. D I REGT GOMBUST I ON HEATING WITH AFUE
LESS THAN 809 IS NOT PERMITTED UNDER THIS
OPTION.
ENERGY WATER HEATING SYSTEM SHALL INCLUDE 2.0
OPTION THE FOLLOWING: ELECTRIC, HEAT PUMP
5.5 WATER HEATER MEETING THE STANDARDS
FOR TIER III OF NEEA'S ADVANCED WATER
HEATING SPEC I F I GAT I ON
TOTAL.
0.0 CREDITS
Sr=GT 1 ON A -A
SEE GENERZAL NOTES 5C ALF-: 1/4" = 1'-0"
STORM SYSTEM
VE
1.2871
REG I STEREO
ARr-H I TEGT
MIGHREL WAYNE JOHNSON
STATE OF 1NASHINGTON
VJ
M
U
U
C/�
a
N
U
0c
r
M
0
1-
m
Z
0�
S�Q
U
m5�
n
N�z�
T
7-
V, O
O
0z
M 1
mU)
�0
p
o
41
O
O
00
a
1z
F
o
OQ
date: I I-2G-18
permit:
revisions:
drawn by
checl�ed �by:
MWJ
!E::, E=E=T
O F=
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
Wrltten dimensions on this drawing Shall have precedence over
scaled dimensions. Contactor Shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any vorlatlOn5 from the
dimensions and/or conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the Contractor Shall accept
full responsibility for the cost to rectify same.
SHEAR ^AL.L. SGH =)UL.E
PER 2015 15G
GENERAL NOTES:
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS,
NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS GL05E AS POSSIBLE TO THE END
OF THE DESIGNATED WALL.
ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN CONTACT WITH P.T. WOOD TO BE
HOT DIPPED GALVANIZED.
PI = ONE SIDE PLYWOOD
P2 = TWO SIDES PLYWOOD
NAIL SPACING SILL OPTIONAL BASE HEM FIR #2
7/I6" TOP 4 BTM. ANCHORS BLKG.
MARK PLATE 5IMP50N MASAP PLATE
VALUE
PLYWD. EDGES FIELD PLATES crera REGYD• NCHOR BOLT ANCHORS NAILING
e atl
(#/LF)
PI-6"
8d
6"
1211
6"
18" O.G.
2x4
5/8" @ 48"
@ 45" $ ENDS
(2) I6d 0 10"
240
PI-4"
ad
4"
1211
4"
1611 O.G.
2x4
5/8" ® 32"
@ 30" $ ENDS
(2) I6d ® 7"
34G
PI-3" '"*
8d
3"
1211
3"
14" O.G.
(2) 2x4/6
5/8" ® 24"
@ 24" $ ENDS
(2) I6d @ 5"
450
PI-2"
ad
2"
1211
2"
12" O.G.
(2) 2x4/6
3/4" @ 24"
@ 18" $ ENDS
(2) Irod (9 5"
585
P2-6" '"
ad
role
1211
roll
10" O.G.
(2) 2x4/6
5/8" ® 24"
N/A
(2) 16d @ 5"
480
P2-4"
8d
4"
1211
4"
8" O.G.
(2) 2x4/6
5/4" @ 20"
N/A
(5) I(qd @) 5"
700
P2-3"
Sd
3"
1211
3"
8" O.G.
(2) 2x4/6
3/4" ® I6"
N/A
(4) I6d (9 5"
GOO
P2-2"
8d
2"
1211
2"
8" O.G.
(2) 2x4/6
3/4" @ 12"
N/A
(4) 16d @ 4"
1170
"NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING
MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS
PER I BG 2018 AND SDPWS-2018
PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIG, CHAPTER
4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X
MEMBERS
STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH
I6d NAILS @ 12" O.G. STAGERRED ON THE STUD FACE
GABLE ENDS TO BE SHEATHED IF SHEAR WALL IS BELOW
1. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE.
2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY.
3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS.
SHEAR NALL NOTES
7/I6" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL
EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL
INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING IS SPECIFIED AT PANEL EDGES, USE 1-1/2" ad
SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS
AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON
SEPARATE STUDS ON EACH SIDE.
FLOOR PLYWOOD - USE ad COMMON NAILS (9 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G.
AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS.
FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE
GROSS BLOCKED AT 48" O.G. (9 EDGES W/ (4) IOd NAILS FOR THE FIRST BAY.
3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN
1/2" OF SHEATHING
7/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE
ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS
2" 16 GA. STAPLES ®
15 GA. STAPLES @
14 GA. STAPLES 0
3" O.G. - 280 #/ft.
4" O.G. - 280#/ft.
4" O.G. - 303#/ft.
2" O.G. - 3ro0#/ ft.
2-1/2" O.G. - 430#/ft.
3" O.G. - 3G0#/ft.
4" O.G. AND IOd NAILS
2" O.G. - 504#/ft.
® 6" O.G. - 620#/ft.
FIELD SPAGING: 12" O.G. NAILS $ STAPLES.
HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS
WHEN SHOWN ON DRAWINGS.
PER PLAN, SIMPSON STHD14 OR USP STAD14 SIMPSON M5T36 OR USP MST136
5IMP50N M5T48 OR USP K5T248 SIMPSON HDUS OR USP TOXIO Cka" ANCHOR BOLT
MIN.
SIMPSON M5TG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6))
PER PLAN
2x TOP PLATE
HEADER A
EXTEND TOW
END ALLS
(5) #4 VERTICALS
#4 HORIZ.
12" ox--
GONG 1�
STEM
WALL
kH
NAIL SHEATHING TO
HEADER ® 5" O.G. B.W.
(2) 2x STUDS
CONNECT PLYWOOD
W/ bd NAILS ® 3" O.G.
TO ALL STUDS, PLATES
B HEADERS 50TH SIDES
APA RATED SHTG.
fib" MIN. 24/0 EXP. I
STHDI4 WOOD
TO CONCRETE
CONNECTORS OR
EQUAL
I - 5x PLATE OR 2-2X
3/4" 0 X 10" A.B.
W/ 3"X5"XI/4"
PLATE WASHER O
' ELEVATION VIEW
OUTSIDE OF GARAGE
GARAGE DOOR
F7/17/),,-�t
INSIDE OF
GARAGE
PLAN VIEW OF
CONCRETE STEM WALL
t
SHEAR WALL PER
SHEAR WALL CALCULATIONS
1�
SHEAR WALL
SIMPSON
M5TG4853 STRAP
PER PLAN L�
NAIL BOTTOM
NAIL PER PLATE TO TOP TRUSS CHORD
SPECIFICATIONS S �//j BELOW PER SHEAR WALL SCHEDULE
GIFI
FLOOR TRUSS
PER TRUSS MANUFACTURER
E5FLOOR TRUSS TRUSS MANUFACTURTER TO
I PROVIDED 4X6 CHORDS
I
�I
AT MSTG4853 STRAP LOCATIONS FOR NAILING THE STRAPS
IOd a 4" o.c. - ROOF IOd a 4" o.c. - ROOF
SHEATHING TO TOP SHEATHING TO TOP
CHORD TRUSS. CHORD TRUSS.
TRUSS OVER
PLYWOOD ROOF S.W. TO HAVE PLYWOOD ROOF
SHEATHING &LO11 B G I NIAT � SHEATH I NG
TRUSSES OR
RAFTERS PER
TRUSSES
TRUSSES
PLAN
PER PLAN
PER PLAN
ROOF SHTG - NAIL
PER SHEAR WALL
2X NAILER -
SCHEDULE
NAIL TO BOTTOM
ad a 6" O.G.
CHORD W/ I6d
A35
® role o.c.
CONTINUE
CLIPS
SHEAR WALL
2X BLKG. W/ I6d
3/4" PLYWOOD
(0 24"
TO ROOF
® 8" O.G. 4 VENT
O.G.
HOLES (RIP
OVERHANG 8
HI ANCHOR
FASCIA
24" O.G.
2 ROWS I6d
I6d a 4" o.c.
SHEATHING PER SHEAR
NAILS a 6" o.c.
PLYWOOD TO
SCHEDULE
PLYWOOD TO
NAILER
TOP PLATE
SHEAR WALL
SHEAR WALL
2X STUD WALL
4-
PER
PER
® 16" O.G.
SCHEDULE
SCHEDULE
I LATERAL RESTRAINT PANEL SHEAR WALL AT FLOOR TRUSSES
L-I SEE GENERAL NOTES NO SCALE L-I (TRUSSES PARALLEL) NO SCALE L-I
SHEAR WALL PARALLEL TO TRUSS
NO SCALE
4 TYP. SHEARWALL TO ROOF
L-I GONNEGTION NO SG?.LE
128-/I
REGISTERED
ARGHI TEGT
MIGH L WAYNE JOHNSON
STATE OF WASHINGTON
VJ
U00
00
0
rT1
�
z
°
U
Or ^
V J
�
0
00
U
�
�
x
00
r
r
0
0
00
1-
m
Q
cn z
W
E
Wr6
0
N
-C
U
z
�
VJ
J
z
.ann
UI O
O
0 7-
m
co
C'
x�
co
o
N
M
�1
O
O
00
O
v
O
date : I I -zq-18
permit:
revisions:
drawn by :
MWJ
checked by:
I
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046
iNritten dimensions on this drawing shall have precedence over
scaled dimensions. Gontactor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dimensions and/or conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the Contractor shall accept
full responsibility for the cost to rectify same.
24" GARDBOARD BAFFLE
ALLOW FOR I" AIR SPAGE
MIN. EXTEND 12" ABOVE
INSULATION.—.,
50LID SHEATHING
OR GDX PLYWD.
WHERE EXP05ED
TO WEATHER
IX FASCIA BD.
W/ METAL
GUTTER
2X BIRD BLK'6. W/--/
2" SCREENED VENT
HOLES WITH 1/4"
GORRPSION RESISTANT
METAL MESH (fOVERIN6
FIN. FLR.
TOP PL.
(2) 2x TOP PLATE, LAP GOF
OFFSET END JOINTS BY 48"
Trb" 055. OR PLYWD. SHEATHING.
NAIL b" EDGE, 12" FIELD WITH Sd
NAILS UNLESS NOTED OTHERWISE
2x STUDS @ 16" O.G. TYP.
SIDING, SEE PLAN FOR TYPE
2x BOTTOM PLATE
2x P.T. SILL
FIN. FLR.
z-
4"(P D.S. T16HTLINE, POSITIVE
DRAIN TO STORM SYSTEM
FIN. GRADE TO SLOPE
AWAY FROM BUILDING
4"(P PERF. FOOTING DRAIN TILE
W/ GLOTH COVER 8 GRANULAR
GOVER AS REOV. BY SOIL
GONDITIONS
0
ROOFING MATERIAL
FINISH PER ELEVATION
ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD
SHEATHING; 8d @ 6"O.G. EDGE
Sd @ 12" O.G. FIELD
(7/16" OSB AGX PLYWD @) EVES)
MIN. 15# UNDERLAYMENT
NAIL 6" EDGE, 12" FIELD
WITH Sd NAILS, U.N.O.
Z
7
N
HANDRAIL:
GRIP I%4" - 2"
PROJECTION FROM
WALL NO LE55
THAN I%2".
OPEN RAIL:
APPROVED TRUSSES BEARING OPEN SPAGE BETWEEN
MANUFAGTURER'S SEAL. PIGKET5 SHALL BE
SEE ROOF FRAMING PLAN LE55 THAN 4" GLEAR -
FOR SPAGIN6
INSULATE PER W5EG
LI\/ING AREA
FIRE BLOCK ALL VERTIGAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
ENGINEERED JOISTS/FLOOR TRUSSES, SIZE AND
5PAGIN6 PER PLAN OR 2X JOISTS
i2" GYPSUM WALLBOARD, TYP.
W/ PVA VAPOR BARRIER @) WALLS
AND GEILIN65
1_I\/INO AREA
FIRE BLOGK ALL VERTIGAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
R"X 10" ANCHOR BOLT W/ 3"X3"X"
PLATE WASHERS o 45" o.c. NO LESS
THAN 4�" $ NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETG. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT
SHEAR WALLS - SEE SHEAR WALL
NAILING SCHEDULE.
2X4 STOP
2-2X HEADER
FLOOR JOIST
FIREBLOGK STAIRS:
ONCE IN TOP $ BOTTOM
OF RUN BETWEEN STRINGERS
s ALONG RUN BETWEEN STUDS
USABLE SPAGE UNDER 5TAIR5
TO BE I HR FIRE GONSTRUGTION
5/8" TYPE 'X' G.W.B. (TWO LAYERS
AT STAIR GEILIN6)
m
t-
NOS I N6
HANGER
°o
3-2x12
STRINGERS Q
LU
2X4 BLOCKING Z
(FIRESTOP)
d)
— F I REBLOGKS
STAIR NOTES:
S7A I R �ET�t I � — TYF I CAL RISER HEIGHT = —3/4" MAX.
2 TREAD DEPTH = IO" MIN.
C� I SCALE: N.T.S.
3/4" T$6 PLYWOOD 5UB-FLOOR
(GLUED $ NAILED) NAIL 6" EDGE, INSULATE PER WSEG.,
12" FIELD W/ IOd NAILS. �R-35
48" MAX.
UNBALANGED
(TALLER WALLS PER PLAN)
REBAR PLACEMENT
SEE DETAIL ON 6-1
GRAY `4L SFAC E
SEE FOUNDATION PLAN
FOR BEAM 51ZE ff
POST SIZE / SPAGIN6
q0# FELT
I F I
Z 6 MIL. POLY VAPOR BARRIER
a
ALL REINFORCEMENT
MUST BE TIED IN PLACE
FOR FOUNDATION IN5PEGITON
SEE FOUNDATION PLAN
FOR FT6. / FDN. SIZE
ALL FOOTI N65 TO BEAR ON
BEARING SOIL
7"'F I GAS IIIoNAL.L. SECT 1 Oils
6I SCALE: N.T.S.
TOP FLANGE J015T
HANGER PER PLAN
SOLID B1-06KIN6
BR6. WALL ABOVE TYP.
ENGINEERED JOISTS, SIZE AND
5PAG I N6 PER PLAN,
2x4 GUSSET EA. 51DE
- "S I MPSON" H6AM I O
POST TO GONG.
SEE FOUNDATION PLAN
FOR PAD SIZE
ALL FOOTI N65 TO BEAR ON
BEARING SOIL
n
IRE
4" GONG.
4" 6RANI
2x P.T. SILL
z_ I
ILL
TWO #4
HORIZONTAL
RE -BAR IN
THE FOOTING
a
a
#4 REBAR
W "J" BAR
5/8"X 10" ANCHOR BOLT W/ 3"X3"X
I/4" PLATE WASHERS @ 45" ox- NO
LESS THAN 02" $ NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETG. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT
SHEAR WALLS - SEE SHEAR WALL
NAILING 5GHEDULE.
#4 REBAR (g 16" O.G. HORIZONTAL
#4 REBAR @ 48" O.G. VERTIGAL
3" MIN.
GLR. TYP.
ALL FOOTIN65 TO BEAR ON
BEARING SOIL
STIR. f!!OUN::�A71 Oil DATA 1 L.
6 SCALE: N.T.S. PER IRG R403.1.3 6 R403.1.3.1
NASH AND ASSOCIATES
GENERAL NOTES:
I. All construction per applicable codes and ordinances.
2015 IRG, IBG.-2018 WASH I N6TON STATE ENERGY GODE
2. Verify all dimensions on job site. Bring discrepancies
to the attention of Owner and/or Designer.
3. Owner will verify window alzes and manufacturers) with
framer before start of construction.
4. One window per bedroom shall meet egress code.
5. Skylight glazing per 2018 IBG.
6. Truss manufacturer shall supply shop drawings to Owner
and framer to review and approve before fabrication.
-f. Owner will verify electrical and heat layouts with
installer before installation.
8. Under all parallel bearing walls, use double joists or as
noted on plan. Double joist (or extra TJI) under all non -
bearing parallel walla.
q. TJI products to be installed per manufacturer's
installation guide and approved reports.
All metal connections to treated wood shall be at a
10. minimum; tripple zinc ZMAX (6185 per ASTM A653); Hot Dip
6alvanze (ASTM A125 for connectors and ASTM155 for
fasteners and anchors.
All bathroom fans, kitchen hood, and dryer ducts shall be
11. exhausted through the attic to the roof or through the
floor system to an outside wall. All wall ducts shall
terminate at least 36" from a window opening.
GL I MAT I G AND 67E,065RAPH I G
DESIGN CRITERIA:
TERMITE:
SL16HT TO MODERATE
DEGAY:
SL 16HT TO MODERATE
WINTER DESIGN TEMP:
22
IGESHIELD REQUIRED:
NO
FLOOD HAZARDS:
2005 I gcI2 FIRM
AIR FREEZING INDEX:
250
MEAN ANNUAL TEMP:
50
DES I GN DATA:
ROOF LOADS: LL 25#/SF (SNOW)
DL 15#/SF
TOTAL 40#/SF
FLOOR LOADS: LL 40#/SF
DL 10#/5F
TOTAL 50#/SF
DECK LOADS: LL 60#/SF
DL 10#/SF
TOTAL 70#/SF
SOIL 1500 PSF MINIMUM
CONCRETE: 2500 PSI AFTER 28 DAYS
(5i2 SACK MIX)
-5000 PSI FOR EXTERIOR FOUNDATION
WALLS, PORCHES, STEPS, AND OR
GARAGE SLABS- AIR ENTRAINMENT
15 BETWEEN 5-7% (TABLE 402.2 IRG)
MASONRY: PER 2018 IBG
STEEL PER 2015 IBG (GRADE 60)
WOOD PER 2015 IBG
NAILING PER 2018 IRG NAILING PER TABLE
R602.30), R802.10
WIND: 85 MPH (110 REDUCTABLE
VIA CALCULATION)
SEISMIC: SEE GALGULATION PACKET
WEATHERING POTENTIAL: MODERATE
FROST LINE: 18"
E.F.P.: 45 PSF
4" BEAM: DOU6LAS FIR #2
ro BEAM: fv = 85
fb = 875 PSI
E = 1,600,000
4 POST: DOUOLAS FIR #2
6" POST: fv = 85
fb = 875 P51
E = 1,300,000
JOISTS ff RAFTERS HEM FIR #2
$ STUDS: fv = 75
fb = 850 P51
E = 1,300,000
6LU-LAM BEAMS:
fv = 165 psi
fb = 2,400 psi (reduced by size
factor, GF*KI)
E = I ,BOO,000 ps i
NOTE:
VARIATIONS FROM THE ABOVE
LUMBER 6RADE5 WILL BE
NOTED ON THE PLANS.
1. SUBFLOOR:
T$ 6 PLYWOOD OR OSB APA RATED
STURD-I-FLOOR 16" O.G., 3/4"
WALL � ROOF SHEATHING:
APA RATED 5HEATN6 24/16 7/16"
FOOTING FOR
8" WALL - 18"x 12" FOOTING
lb" BELOW GRADE
#4 STUB STEEL - 45" o.c. VERT.
UNLESS NOTED OTHERWISE
12a'T1
MIGH EL
STATE
REGISTERED
ARGI-I I TEGT
YNE JOHN50N
OF WASHINGTON
00
WN
U
M
M
co
O
�
Q
�j
00
F
W
z
V■
lu
A
A
r)
co
co
N
v
co
0
0
L
00
date:
02-01-21
permit:
revisions:
drawn by: RO
checked
by:
SHEET
I
RECEIVED
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-0046