APPROVED PLN BLD FIR BLD2022-1087+Architectural_Plan+8.15.2022_1.21.13_PM+3051154Written 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.
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED OR
CEDAR.
2. GAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
5. GLAZING PER STATE ENERGY GORE.
ZXIO BARGE BOARD
W/ IX5 TRIM
ALL GABLE ENDS -
MAX I MUM SU I LD I NG HE I GHT ® 451.4,5'
HE I GHT OF STRUCTURE 0 451.00'
BOARD AND BATTEN
SIDING- IX5 BATTENS
® 16" O.G. N/ PLYWOOD
OR HARD I -PANEL BEHIND
IX5/4 CORNER
MUTUAL MATERIALS
"SL I MBRI GK" VENEER
INSTALL PER MFO.
SPED I F I GATI ONS
TREATED PLYWOOD BEHIND
ALL AREAS KITH BRICK
FIN. FLR. MAIN ® 42-7.50'
AVERAGE EXISTING GRADE ® 426.48'
4. PROTECTION FROM DECAY 15 REQU I RED FOR ALL
WOOD SIDING AND WALL FRAMING LESS THAN
2" ABOVE CONCRETE STEPS, PORCH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFACE=S
EXPOSED TO THE WEATHER
5. REFER TO ALL ELEVATIONS FOR
TYP I GAL NOTES.
6. S.G. = SAFETY GLASS
FLASH I NG NOTE
APPROVED CORROSION -RESISTANT FLASHING
SHALL BE APPLIED SHINGLE FASHION IN SUCH A
MANNER TO PREVENT ENTRY OF NATER INTO THE
NALL GAV I TY OR PENETRATION OF NATER INTO
THE BUILDING STRUCTURAL FRAMING COMPONENTS 6 " HOR I ZONTAI
THE FLASHING SHALL EXTEND TO THE SURFACE OF NHERE SHONN
THE EXTERIOR NALL FINISH. APPROVED GORROS I ON
RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCA7
I. EXTERIOR NINDON AND DOOR OPENINGS. FLASHING AT EXTERIOR NI
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTER I
NALL FINISH OR TO THE HATER RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE
2. AT THE I NTERSEGT I ON OF CH I MNE1'S OR OTHER MASONRY
GONSTRUCTION KITH FRAME OR STUCCO WALLS
5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR
METAL COPINGS AND SILLS
4. CONTINUOUSLY ABOVE ALL PROJECTING NOOD TRIM
5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH
TO A NALL OR FLOOR ASSEMBLY OF HOOD FRAME
GONSTRUCTI ON
6. AT NALL AND ROOF INTERSECTIONS
-7. AT BUILT IN GUTTERS
09-15-2022
PLAN REVIEW
NOTES: APPROVED WITH CONDITION:
A RESIDENTIAL SPRINKLER SYSTEM IS
REQUIRED. A RECOMMENDED
FLOW -THROUGH DESIGN WILL MEET
SPECIFICATIONS AND REDUCE
EQUIPMENT AND CONTINUAING
MAINTENANCE REQUIRMENTS.
PROVIDE A MINIMUM COMBINATION
WATER SERVICE OF ONE INCH (1")
METER AND ONE AND ONE HALF (1 1/2"
SERVICE LINE OR SHOW THAT THE
DOMESTIC AND FIRE PROTECTIONS
NEEDS CAN BE MET WITH A SMALLER
SERVICE.
DFM BURT
Approved
DFM c lhr'bs -F kyt
South County Fire
Date: 09/15/2022
%/ 1111 %/
IN
�o
TRONT �L�V/4,T 1 Oil
SEE GENERAL NOTES
SCALE: 1/4" = 1'-0"
UPPE
_ SIDING
CS.G.)
F[(�.".)
F7
F/
IONS:
�1DON
�R
FIN. f
MAIN I
FIN.
REEAR r=LEEVAT 1 ON
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
ELECTRIC VEHICLE CHARGING STATION NOTE
TE
THE IVEMCLE PARKING SPACE WWN THE GARAGE SHALL BE ELECTRIC 1ENICLE- READY.
THE GARAGE SHALL INCLUDE A FULLY —WIRED CIRCV1T INTH LEWL /1 OR LEVEL III
(PER ECDC I71I5) ELECTRICAL VU4CLE CHARGING RECEPTACLE OUTLET OR 7ERAIINA77ON
PDfNT, INCLUDING CON6UIT ANO WIRING AND THE ELEC7RICAL SER WE CAPAC) rY
(208 V140 AAUP MINIMUM) NE-CESSARY TO SER VE THE REGEP TABLE, THA T ALL0WNS FOR
FUTURE IN TALLA77ON OF AN ELECTRICAL VENICLE CHARGING STA 770N.
10111116�y r", �_.
APPROVED BY PLANNING
Oct 06 2022
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ASPHALT COMP. SHINGLES
ON 15# FELT
z F
LR
=LOOK P.L.
FLR. MAIN
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
METAL FASCIA GUTTER
UPPER
FIN. f
MAIN FLOOR P.L.
F I N_FLR
5aL)A F_ FOOTAC�F_S
MAIN
1255
UFFFER
1812
7O7AL
aOl 5
GOV���D
FA71 O
222
C�ARAC�E
G45
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE NIOTH OF 1/2"
AND TO BE ON A CONTRASTING
BACKGROUND PER I RG 51 q .1
IA separate Plumbing permit is required for the ■
■ permit. Please obtain a Plumbing permit with the I
City of Edmonds. ■
City Of Edmonds
Building Department
Work NEW SFR
Address 7918 203RD ST SW
Owner SELECT HOMES
Approved Date 9/30/2022
Building Official
Permit Number BLD2022-1087
128i 1
REGISTERED
ARGi-I I TEGT
1�IIGHREL YVAYNE JOHNSON
STATE OF 1NASHINGTON
vJ
U00
M
00
0
w
Q
U
O
H
z
Q
u
u
mow,
�rIU
N
00
u
�
�
x
00
r
m
0
0
00
r
m
0�
a)
3:
W T
r
0
0
cv
-C 0o
U
map
u�
a)
z
az
�O
J411
1D
lu 7-
O
V
m
ft-nn
V,
�
L
O A
�7
�
L
0
ro
L
JU
J
date : 08-15-22
permit:
revisions:
drawn by MWJ
GI'1eGiGP.d �by:
I
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Written dimenslons on this drawing shall haves prer-adonco ovor
scald dimonsionS. Gontar-tor shall vorify all dimonsions,
r-onditions, etG., pertaining to the work beforo pror-eeding.
The Owner must be notified of any voriotlona from the
dimen5lon5 and/or conditlons shown on these drawings. Any
Such variation shall be resolved by the Owner prior to
pror-eeding with the work, or the Contractor shall aGGept
full responsibility for the r_oet to rer-tify same.
i__
I.r=r-T r=Lr=\/�T 1 Oil
SEE GENERAL NOTES
SCALE: 1/4" = 1'-0"
=Loop- P.L.
Z_UPPER
_OOR P.L.
FP,. MAIN
_UPPER FLOOR P.L.
F 1 N. FLR. UPPER
MAIN FLOOR P.1
L
II
I
J-E71
I I FFaFFI-FTFF7��__
_ _FIN. FLR. MAIN El F1�
R I GAT EE.LEE-VAN71 Oil
SEE GENERAL NOTES SCALE: 1/4" = I' -Oil
12b 11
j1NE
5TEPi-i TEGTMIGH EL JOHN50NSTATE OHINGTON
V J
� U
M
w
� W
H 1
Q
o
U H
O
� �U
�
U
U�
N
Do
U
U�
00
r
00
m
o�
wu
Z
�r
O�
N
z
J
az
'� o
o
�
u,
�c z
0
F
m
6)19
�
-0
m�
�
OQ
�z
olu
OA
J
date : 08-I5-22
permit:
revisions:
drawn by MNJ
checked �by:
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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.
SHEAR NOTi=:
I. 5X MATERIAL CAN BE USED FOR
ALL MUDSILLS
2. SET A DOUBLE 2X STUD BEHIND
EVERY 5THD14 HOLDOWN GALLED OUT
ON THE FOUNDATION PLAN. SET HOLDOWN
1/2" MINIMUM AWAY FROM WALL CORNERS,
WINDOW AND DOOR HEADERS. IT IS IMPORTANT
THAT THE FOUNDATION CONTRACTOR HAS THE
MAIN FLOOR PLAN SHEET TO PROPERLY
LAYOUT HOLDOWNS.
5. A MST48 STRAP WITH (2) 1/2" BOLTS INTO
THE FOUNDATION IS A PROPER FIX FOR
A M 1 SPLACED STHD 14 HOLDOWN.
NOTES:
ALL WOOD IN GONTAGT WITH GONGRETE
SHALL BE PRESSURE TREATED OR GEDAR.
PROVIDE GRAWL DRAIN ® LOW POINT
IN GRAWLSPAGE.
SOLID BLOCKING UNDER ALL BEARING WALLS.
SLOPE ALL GONG. STOOPS AND/OR PATIOS
1/4" PER FOOT AWAY FROM DOORWAYS.
BEARING WALL ABOVE
FOUNDATION VENT CALCULATION
1266 SQUARE FEET = 0.44
150 .5-1
*** SHEAR NOTE:
SEE SHEET LI FOR SHEAR WALL
NAILING SCHEDULE, -$ DETAILS.
F
L
4" GONG. SLAB ON
4" GRAVEL FILL ON
GOMPAGT EARTH
SLOPE I/4"/FT.
#4 STUB STEEL
a 15" O.G. MAX.
a
O
4 52 I-O
4
4
51 1-0
4
a
4
a
a 4" GONG. SLAB ON
4" GRAVEL FILL OW
GOMPAGT EARTH
4 °
°
a
I5'-4"
SLOPE 1/4"/FT. a
a #4 STUB STEEL
18" O.G. MAX. a
4
a a
4 °
a a
6+
Z,
od�`o Tti
'tom �6
4
a
�rl
56"X24"X12" 21_011
FOOTING
a 4
0�
G1�
WLSf�,�G�
,,
I �k cv NJ
4x4 P.T.
SPLICES)
POST (4x6 ® BEAM
ON CIO# FELT ON
4X6 PT.L---
PERM. BEAM
o LI
m
N�
Ib/Ib/12
UNLESS
GONG. PAD, TYP.
OTHERWISE NOTED
CONCRETE
STEM WALL
6 MIL.
BARRIER
BLACK VAPOR
FTG.�
ITS q
r
AB\/.
SLAB
I,-�" W/ 12" LAP
TO TOP OF
a ALL SEAMS
I'-G' 4"� STEEL
4'-5"
BOLLARD
ER
BARS
4X10
wQ
o
Q<:E
Op�Q
olwo
GI
m�
N � ZIP
X— ��0
TYP.
0 Q � I-:
zo zI LUo I
w
4X I
O
�%�q
4'-14"
-7
4'-G" 4'-10"
----7
4-1"
T
�
�ZQG
OST6
/yJ Q
�U��
UD a
56"X24"X12"
FOOTINGS
\VVVffff«IIII
4'-If" 4'_'["
4'-0" p 4'--" 4'-6"
4X10
—
I
I
—�
4X10
?
JITS
4X10
18"x24"
LI
z Rli
GRWL.
W G
ABV. Q
0 O
AGGESS
6
D w
INS ff WS
I '-G I I
O
I'-G"
51_711
_all 51_QII
51_all 51_all
4X10
0 (�
I
LI
4X I O
0
I
L-
—— —�
_ --L —:4 — —
— — — — — — — — — — — —
IBXlaX12 GONG.
PAD W/ (2) #4 E.W.
��
C
TYPICAL- USE SIMPSON
C+RJR
A5E44 POST BASES WITH
SIMPSON A5E46 POST BASES
AT BEAM SPLIGES ( 4X6 POST)
MAKE FOOTING
A
A +�
2X4 GUSSET EACH SIDE OF
POST 8" WIDE AT INSIDE
OF FOUNDATION WALL
TYPIGAL WHERE JOISTS
1-411
51-61,
ARE INSIDE THE FOUNDATION
4X6 PT.
D-
PERM. BEAM
4X6
PT.
pa 4X6 PT.
�q0��
PERM.
BEAM
PERM.
BEAM
Im
- p
Da
Da X,�`
—
p VD °
D ° ° L — —per —
F T�
— — — D
\
/�I
° P1-L2" D
D (2) 2X STUDS
d PLATES
D PI-�"
(2) 2X STUDS D
p
p p ° p PI-�" D
Q ° D (2) 2X STUDS
B PLATES D
2X STUDS
PLATES
D 8 PLATES
I
D c¢ PLATES
°
Q S
p D
p D
00
Qp<P
55'-O"
OVERALL
HOLDDOINN SCHEDULE
MARK
HOL.DOWN/
FASTENERS
J�lOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SPED I ES
RE0U I RED
T- I
STHD 14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)-I6d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(26)-IOd
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
MSTC48B5
(58) - I Od
HF/SPF
T-5
HDUB-SDS2.5
(20) SDS 1/4"
(2) 2X4/2X6 STUDS
7/a" ANCHOR
X 2-I/2"
HF/SPF
BOLT
i
/1, _ Pin
u in
Q
� rya
N�
CONCRETE
STEM WALL
TO -12" ABA/.
SLAB
CONCRETE
STEM WALL
TO -72" ABV
SLAB
m
'\ N X 0-
41
0
_I
I
A
A-7
�O0L)N=�T 10N FL. At, N
SEE GENERAL NOTES
Sr,ALE: 1/4" = I'-O"
125 71
REGISTERED
ARCHITECT
1�IIGH Cl- 1NAYNE JOHNSON
ST ATEE OF iNASHINGTON
U
M
00
O
00
�T�
G�
Q
U
H
Q
u
�rIU
N
00
u
Q
�
�
x
00
N1
O
O
oc
m
�r
0
0
<0K
N
-c
U
map
u�
Z
V
z
tan
VL. O
O
� �
m
V.
�
O V/
i O
O
O
L
JU
date : 08-15-22
permit:
revisions:
drawn by MWJ
G%1eGiGed �by:
E;,i-iE-= E�T
A E3
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS a I6" O.G. TYPICAL.
ALL HEADERS TO BE 4 X 10 DF#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. SHOVER
FLOW IS LIMITED TO 1.75 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'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
LEGEND:
0
1
N
In
In
q
I
12'-6"
6050
SLDR.
B-5 5-1/8"
X Gi" G.L.B.
PI-6"
(0+G
i
!�; IpJ
52'-0" OVERALL
I
CIOVE1
PAT
PIE=>
O
I
X
B-2
4X10 B-1 5-1/8"
I
I
O V
Q
c 66 Oti (0Q0
��
X II
I
Q�
II
NCI
�01
I
t1 N I
GSI6 STRAP
B-2
4XIO I
BOTH SIDES
OF BEAM
TYPICAL
AT
i
NAM
ALBLEPOSTO
X
`l
O
CONNECTIONS
0J
0�
m0
Q�
21'-0"
ALL BUILT UP STUD/
COLUMNS
USE 16d NAILS a 12" O.G.
STAGGERED TO ATTACH
MEMBERS. NAILING IS TO
OCCUR AT THE FACE OF
THE STUD
PI-6"
ERM
7777777/
�W
AT LE rRJ I I x Q
HEAT
ryNJ
WTZERO
III DIIRECT r_LEARA CE O I I I I
Q IIII FIREPLACEzmmi
W CO W 4"4> STEEL
O IIII lli BOLLARD
HDIND Z) BARRIER
— I
0 IIII � — w
IIII �W XIS O l m
—�" 2'— p Z
IX
- w lu
- I
>
Q HEAT DETECTOR
TO BE INTERCON E TED I 0 I J O
XF1 - TO THE ALARM 114 w
_ THE HALLWAY THAT _ _ IILnL� ,-�,� _ (� - O
z Q I X6 OCCUPANT IDOTI IG TI ON v l O
2r
WALL z I D 0 0
K I TGHD D z88 I �� i GONG I I
IfI,20 1 N.
- — — I���Q < J _ am
0 o e U ti� `�-+
F Q 2X6 WALL — — — �' 6
do dGO 1
v� 0 R FG — 06+-6 (V N a
= I —4XIO LINEN ST
18'Ix2 " 48 O O
A- — —_ I GRFAN VTO yylr E II I 50 IGFM u J j 0 - I w 0 I w I p 0
4X I E I S A I I O O v+
`� INSI I N 48 PO ER a� d _ _ — — 1-1 - O W
m 1A�1 s z l O I DWD ,� X 6 0 l 2 X J W 0 cp i
DO
>� 1(3
ul I`OW I ----S -- (V m? m0 �� I X �W
4X1O B-8 4XI O rV I I I (DID
I I I O I�
0X I
4X I O R I (X O 0 I Z— �� L I00
IRDE� 117
BI- OLDx�
P 8O 7- OPEN TRUSS N
0 — — — — - — — RAILING �� i'-O" �1Q
X �� I IRD R CUES �?) F D 2i6 D. +6
0
N IL �i RUS
6„ DINI1�1G —
0 i�00M I I w �OY�i� J� GA PET
I I I I Q ) HDWD I Q in -
O G RPET I (Y ,4ULTE
�I O� ��O N
0 �I +
BEARING WALL -
— BEARING ABOVE
N
FLOOR LINE ABOVE
T. LD' ^� POINT LOAD ABOVE
MULTIPLE 2x STUDS
a POINT LOAD
GARAGE NOTES:
I. GARAGE/LIVING SEPARATION, USE
5/5" TYPE 'X' GNB AT CEILING/WALL.
WRAP POSTS AND BEAMS.
2. INSULATE ALL WARM NALLS AND
CEILING.
5. USE 2 LAYERS 5/8" TYPE 'X' GNB
AT CEILING NHEN USING TJI's
INSTEAD OF HOOD JOISTS.
HEATING NOTES:
+ INSTALL PER
ASHRAE cfOA-8b
+ 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 SNITCHES +18" MINIMUM
ABOVE SLAB.
F I REPLACE NOTE :
O' CLEARANCE FIREPLACE N/
DIRECT VENT
FACTORY BUILT FIREPLACE SHALL
BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND SHALL HAVE
APPROVAL LABEL ATTACHED
5/5" TYPES'X" GNB
TO ROOF HEATHING
FIREPLACES $ STOVES MUST BE
D.O.E. APPROVED 8 BE TESTED,
CERTIFIED 8 LABELED AS SUITABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*** SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
c-�+II L J cxv K 0 z 0 +�o
0IL
��L' - 3-II/2" COFFERED CEILING ry+�
X J
(2) 2x STUDS
8 PLATES
(2) 2x STUDS I I
8 PLATES I
•�
Q� (2) 2x 5TU1:;)S
B PLATES
Z (2) 2X STUDS
B PLATES
4X10
S/
BLW. PL. <� Ili
0��a
�\O
L-I
Oda
--_ � —
------o'�il�'
— —
— 4X10 BL
— _
PL.
--_—_---
Q�U
6060
XO SLDR.
OSTSz 6060
XO SLDR.
�I--� �I-��
(EGRE
S) a
0 0
-I
1.
6'-6"
6 '-6"
6'-6"
HOLDDOWN SGHI=DULE
MARK
HOLDOWN/
FASTENER5
WOOD MEMBER
ANCHOR
STRAP
THI GKNESS/SPEC I ES
REOU I RED
T- I
STHD 14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
MST48
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MSTA56
(26)-I0d
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
NiSTG48B5
(58) - I O d
HF/SPF
T-5
HOU8>-SD52.5
(20) SDS 1/4"
(2) 2X4/2X6 STUDS
7/&" ANCHOR
HF/SPF
BOLT
80 DOOR
UNIT
8'-0"
55'-0" OVERALL
NOTE:
ALL EXTERIOR —
WALLS NOT
GALLED AS
SPEC I F I G SHEAR
WALLS ARE TO
BE NAILED AT
PI-6"
22'-0"
-7'-5"
I
A
A-7
1�'A%.IN r- L. 00Sz FL.�N
SEE GENERAL NOTES
SCALE: 1/4" = I'-O"
12871
REGISTERED
ARGI-+I TEGT
MIGH EL YNE JOHNSON
5TATE OF WA5HINGToN.
vJ
r ^
U
M
M
�
W
G\
Q
U
O
H0
z
U
r ^
V J
U
r ^
V J
U
C
N
N
•00
U
4-�
�
�
x
00
N
r
M
O
O
00
m
E
W
O0�
N
U
-C
ow
mL�
r
n
Z
co
z
fafnn
V, 0
m
VI
7
L
O U,
7-
0-
i O
O
0 A
I
J
date,-: 08-15-22
permit:
revisions:
drawn by: MWJ
checked by:
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Written dimensions on this drawing shall haves pr®cadonco over
scaled dimensions. contactor shall vorify all dimensions,
conditions, otc., pertaining to tho work before proca®ding.
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.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS (g 16" O.G. T'fPIGAL.
ALL HEADERS TO BE 4X8 1:;>f=#2
UNLESS NOTED OTHERWISE.
FUR -OUT HEADERS TO MATCH 2 X 6
WALLS.
SOLID BLOCKING UNDER ALL BEARING
WALLS.
TUB/SHOWER UNITS SHALL HA\/E FIRE
BLOCKING BETWEEN WALL STUDS AND
WATERPROOF SURROUNDS TO +-12"
FROM DRAIN. GLAZING, INCLUDING
WINDOWS WITHIN +-72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 1.75 GAL/MIN.
EXHAUST FANS LARGER THAN 50GFM MAY BE
CONNECTED TO 4" SMOOTH WALL \/ENT PIPE
IF RUNS DO NOT EXGEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUGT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
COMBUSTION AIR REOU I RED FOR ALL
FUEL BURNING APPLIANCES
LEGEND:
BEARING WALL
— — — — — — BEARING ABO\/E
FLOOR LINE ABO\/E
PT. LD. POINT LOAD ABO\/E
ABA/. t
MULTIPLE 2x STUDS
® POINT LOAD
O SMOKE DETECTOR
I10\/ INTERCONNECTED
W/ BATTERY BACK-UP.
PER I RG 514
OGARBON MONOXIDE DETECTOR
PER I RG 515
SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
NAILING SCHEDULE, -$ DETAILS.
HOLDDOWN SCHEDULE
MARK
HOLDOWN/
FASTENERS
WOOD MEMBER
ANCHOR
STRAP
TH I GKNESS/SF'EG I ES
REOIJ I RED
T-1
STHD 14/14 RJ
24-16d S 1 NKERS
(2) 2X4/2X6 STUDS
HF/SPF
T-2
M5T48
(54)-16d
(2) 2X4/2X6 STUDS
HF/SPF
T-5
MST 456
(26)-I0d
(2) 2X4/2X6 STUDS
HF/SPF
2 2X 2X ST DS
T-4
MSTG48B5
(58)- I Od
HF/SPF
T-5
HDUB-SD52.5
(20) SDS I /4"
(2) 2X4/2X6 STUDS
-7/0" ANCHOR
HF/SPF
BOLT
UFf=ER T�_L00f;k f=L141,11SN
SEE GENERAL NOTES
5GALE: 1/4" = 1'-0"
125-f 1
REGISTERED
Af2GH I TEGT
Q
.4EL 1YNE JOHNSON
TATE OF WASHINGTON
V J
U00
M
00
O
w
�
W
Q
U
��U �
U
U�
N
00
u
�
�
x
00
Mi
O
O
r
m
o�
N
O�
N
U
map
u�
'� z
az
o
�
u,
0
az
�T_
m
7
L
m�
OQ
(1z
0
o
OA
JU
date : Oa-15-22
permit:
revisions:
drawn by MWJ
G%1PGiGPd �by:
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Written dimensions on this drawing shall haves pr®cadonco over
scaled dimensions. contactor shall vorify all dimensions,
conditions, otc., pertaining to tho work before proca®ding.
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.
ROOF FRAM I N6 NOTES
GUT RAFTER TAILS TO MATCH 2x4
TRUSSES
GONNEGTORS SHALL BE ENGINEERED
BY TRUSS MANUFACTURER
ROOF PITCH SHALL BE 5: 12
TYPICAL UNLESS NOTED OTHERWISE
ROOF OVERHANG SHALL BE 12" U.N.O.
p DS
TRUSS NOTE
2x6 OVERFRAMINr�
BEARING BELOW
DOWNSPOUT
ALL TRUSSES SHALL HAVE:
I. STRESS ANALYSIS AND DRAWINGS /
DETAILS STAMPED BY A STATE
REGISTERED ENGINEER.
2. MANUFACTURER'S STAMP ON FRE-
MANUFAGTURED TRUSSES.
3. BRACED TO MANUFACTURER'S
SPECIFICATIONS.
4. STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILDING
DEFT. FOR AFFROVAL AND SHALL
BE KEPT ON SITE FOR FRAMING
I NSFEGT 1 ON.
5. TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEPARTMENT
AFFROVAL OR ENGINEERING
GALGULATI ONS.
6. ALL TRUSSES SHALL HAVE SIMPSON
H-1 CLIPS AT ENDS. WHERE TRUSSES
ARE PARALLEL TO WALL, USE SIMPSON
L30 AT MIDSPAN. USE SIMFSON STG
GLIFS AT NON -BEARING WALLS
ROOF VENTING CALCULATION -PER 2010 IRG R806.2
1 G 15 SOFT AREA = 6.58 SOFT REOU I RFD
500
(6.58) X (5096') = 5. I Gi SOFT MIN. REOU I RED AT EAVES
TYF I C,AL TRUSS BLOCK HAS (4) 2 (P SCREENED HOLES
PRO\/I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK.
AFFROX I MATEL'I' -75 VENTED BLOCKS = 5.21 SOFT FROV I DED
(6.58) X (505"o) = 5. I G SOFT MIN. REOU I RED 1\11 TH I N 5' OF THE RI DCF
AF50 ROOF JACK \/ENTS= .54 SOFT EACH VENT
PROVIDE 10 AF50 VENTS = 5.40 SOFT PROVIDED
DS
RC
0 14" CV.Ci.
1 I\L. 1II Y.
TRUSSES
a 24" O.G.
ROOF FITGH=5:12
125-f 1
RE015TERED
Af2GH I TEGT
Q
.4EL 1YNE JOHNSON
TATE OF WASHINGTON
V J
U
M
0
0
w
�
W
�
U
H
to
U
f
U
N
•00
W
�
�
x
00
0
0
00
r
m
o�
map
U
u�
a)'�
z
Z
az
o
�
u,
az
0
�T-
m
7
L
m�
�
OQ
7-
0
O
0
JU
date : 08-15-22
permit:
revisions:
drawn by MWJ
G%1PGiGPd �by:
SHE=-E=T
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TOTAL VENT AREA FRO\/I DED = 6.61 SO FT
SEE Gi=NER?.L NOTES
SCALE: 1/4" = 11_0
11
Written dimensions on this drawing shall have precadonco ovor
scalod dimensions. contactor shall verify all dimensions,
conditions, etc., pertaining to the work beforo 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 responslbllity for the cost to rectify same.
SEE GENERAL NOTES SCALE: 1/4" = I'-O"
201 5 NASH NG:7TON STATE EN.EF;�,O�'I' 0010F
*ALL GL I MATE ZONES (TABLF
FENESTRATION
GLAZED
GEILINCE7
WOOD FRAMED
FLOOR
BELOW GRADE
SLAB R-\/BLUE
U-FACTOR
U-FACTOR
FENESTRATION
R-\/ALUE
WALL R-VALUE
R-VALUE
WALL R-\/ALUE
AND DEFTH
SI-IGG
0.28
R-50
10/15
R-10, 2 FEET
(PRESGRIPTIVE
0.50
NR
R-4Gi
R-21
(PRESCRIPTIVE
R-21 +TB
5o
R-30)
*7A.aLE 406.S- (S I NC5,LE FA1-11 L1')
PLAN REOU I RES C CREDITS SINCE IT 15 OVER 1500 SOUARE FEET
AND UNDER 5000 SOUARE FEET
OF710N
HEATING,
OPTION
2 HEAT PUMP (ELECTRIC,)
GRED17
w
PRE. Mf=r�. TRUSSES
STORM SYSTEM
AIR LEAKAGE TE5T I NCB (N5EC R402.4)
THE BU I LID I NC-7 OR ONELL I NC5, UNIT SHALL BE TESTED AND
VERF I ED AS HAV I NC-7 AN AIR LEAKAGE RATE OF NOT
EXCEED I NC-7 5 AIR CHANC-7E5 PER HOUR (OR LESS DEPEND I NCB
ON ADDITIONAL CREDIT OPTIONS) . TE5T I NC-7SHALL BE
CONDUCTED Val I TH A BLOWER DOOR BY AND AFFROVED THIRD
PART'1'. A V4RI TTEN REPORT OF THE RESULTS OF THE5 TEST
SHALL BE 51 C-7NED BY THE PART T1 CONDUCT I NC-7 THE TEST AND
PROM DED TO THE CODE OFFICIAL. TE5T 1 NC-7SHALL BE
PERFORMED AT ANY TIME AFTER CREATION OF ALL
PENETRATIONS OF THE BU I LD I NCB THERMAL ENVELOPE
DUCTS, AIR HANDLERS AND FILTER B0XE5
SHALL BE SEALED (N5EC R405.5.2)
PER N5EC R405.5.5, DUCTS, AIR HANDLER5 AND
FILTER B0XE5 SHALL BE SEALED AND LEAK TESTED
PER V4SEC R404.1, A MINIMUM OF cf O PERCENT OF THE
LAMPS IN PERMANENTL- r INSTALLED LIGHTING, FIXTURES
ENERC�'1' PRESCR I PT I \/E COMPLIANCE 15 BA5E0 .5 SHALL BE HIGH—EFF I CENC1' LAMPS
OPTION ON TABLE R402.1.1 V41TH THE FOLLOV4INCB
1.5 MODIFICATIONS:
\/ERT I CAL FENESTRATION U = 0.28 CERT I F I CAT I ON REPORT PER R405.2 IN
FLOOR R-58 2010 NSEC
SLAB ON C�RADE R-1 O PERIMETER AND
UNIDER ENTIRE 5LAB BELON C�R,4DE THE BU I LD I NC�S THERMAL ENVELOPE SHALL BE CONSTRUCTED
R-1 O PERIMETER ,AND UNDER ENTIRE TO LIMIT AIR LEAKAGE AND THE RESULTS OF THE TEST
SLAB OR COMPL I ,ONCE DASED ON SHALL BE S I CANED BY THE PARTY CONDUCT I NC, THE THIRD
SECTION R402.1.4 : REDUCE THE TOTAL PARTY CONDUCT I NC, THE TEST AND PRO\/I DED TO THE
CONDUCT I \1E UA B'I' 55,o' COiDE OFFICIAL (NSEC R402.4)
ENERGY AIR —SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 AT LEAST ONE THERMOSTAT PER I:?NELL I NCB UNIT SHALL
OPTION Val I TH A MINIMUM HSPF OF 11.0 BE CAPABLE OF CONTROLL I NCB THE HEAT I NCB AND COOL I NCB
E3 5 SYSTEM ON A I: ,)AILY SCHEDULE (NSEC
ENERGY HVAC, EOU I PMENT ,AND ASSOCIATED DUCT 1.0
OPTION S1'STEM(S) INSTALLATION SHALL COMPLY
4.2 Val I TH THE REOU I REMENTS OF SECTION R405.5.1 .
LOC,ATI NC, SYSTEM COMPONENTS IN CONiD I TI ONED
CRANLSPACES 15 NOT PERMITTED UNDER THIS
OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS
HEAT PUMPS ,ARE NOT PERM I TTED UNDER THIS
OPTION. DIRECT COMBUSTION HEATING,, N I TH AFUE
LESS THAN 809 IS NOT PERMITTED UNDER THIS
OPTION.
ENERC,Y NATER HEAT I NCB 51'5TEM SHALL INCLUDE 2.0
OPTION THE FOLLONI NCB: ELECTRIC HEAT PUMP
5.5 NATER HEATER MEET I NCB THE 5TANDARD5
FOR TIER III OF NEEA'5 AD\/ANCED NATER
HEAT I NC5, SPEC I F I CATION
12b'11
REG I5TERED
AF2GH I TEGT
MIGI-fAEL WX, NE JOHNSON
STATE OF WASHINGTON
V J
� U
M
w
� W
U H
O
� �U
�
U�
N
Do
U
cry
00
00
m
cn Z
N-
o�
3:
W T
r
�
O
<�
N
mt113
N
'� z
J
az
0
T-
O
F
m
�
7
m�
�
OQ
7-
O Q
JU
date : 08-I 5-22
permit:
revisions:
drawn by
checked �by:
MWJ
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TOTAL_
&.0 CREDITS
SH 10�� Fk ^ ALL SC.,Hr=r1uL
PER 20I S 1 F3G
GENERAL NOTES:
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS,
NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOGATE HOLDOWN5 AS GL05E AS P05SIBLE TO THE END
OF THE DE516NATED WALL.
ALL HOLDOWN5, ANCHOR BOLTS, WASHERS, � NAILS IN GONTAGT WITH P.T. WOOD TO BE
HOT DIPPED GALVANIZED.
PI = ONE 51DE PLYWOOD
P2 = TWO SIDES PLYWOOD
NAIL 5PAGIN6
SILL
OPTIONAL
BASE
HEM FIR #2
MARK
7/I6"
TOP 4 BTM. A35
BLK6.
PLATE
51MP50N MA5AP
PLATE
VALUE
EDGE5
FIELD
PLYWD.
PLATES ANGHOR5
REG'D.
ANGHOR BOLTS
ANGHOR5
NAILING
(#/LF)
PI-6"
ad
6"
1211
6"
18" O.G.
2x4
5/811 ® 48"
® 48" s ENDS
(2) Ibd ® 10"
240
PI-4"
Sd
4"
1211
4"
I6" O.G.
2x4
5/8" m 5211
@ 30" $ ENDS
(2) Ibd ® 7"
34q
PI-3"
Sd
3"
12"
3"
14" O.G.
3x4
5/8" ® 24"
@ 24" $ ENDS
(2) Ibd ® 5"
450
PI-2"
Sd
2"
1211
2"
12" O.G.
3x4
3/4" ® 24"
® 18" s ENDS
(2) Ibd ® 5"
585
P2-6"
8d
roll
12"
roll
10,10.0.
3x4
5/8" @ 24"
N/A
(2) Ibd @ 5"
450
P2-4" "*
Sd
4"
12"
4"
8" O.G.
3x4
3/4" @ 20"
N/A
(3) Ibd @ 5 "
700
P2-3"
Sd
3"
12"
3"
8" O.G.
3x4
3/4" @ 16"
N/A
(4) 16d @ 5"
q00
P2-2"
Sd
2"
12"
2"
8" O.G.
3x4
3/4" @ 12"
N/A
(4) 16d @ 4"
1170
"NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING
MEMBERS (STUDS ff PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS
PER IBG 2018, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN.
I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLIGABLE.
2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY.
3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS.
SHEAR HALL NOTES
7/I6" 05B OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOGK ALL PANEL
EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTIGALLY. NAIL @ 12" O.G. TO ALL
INTERMEDIATE STUDS. WHERE 3" NAIL 5PAGIN6 IS SPECIFIED AT PANEL EDGES, USE 1-1/2" ad
SHORT NAILS OR 3X STUDS WITH Sd GOMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS
AND 5TA66ER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON
SEPARATE STUDS ON EAGH SIDE.
FLOOR PLYWOOD - USE Sd GOMMON NAILS @ 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. (p EDGES W/ (4) IOd NAILS FOR THE FIRST BAY.
3" x 3" x 1/4" SOUARE WASHERS AT ALL ANCHOR BOLTS.
7/16" 05B OR PLYWOOD SHEATHING - STAPLE 5GHEDULE
ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS
2" I6 6A. STAPLES @
15 6A. STAPLES @
14 6A. STAPLES
3" O.G. - 280 #/ft.
4" O.G. - 280#/ft.
4" O.G. - 303#/ft.
2" O.G. - 360#/ ft.
2-1/2" O.G. - 430#/ft.
3" O.G. - 3a0#/ft.
4" O.G. AND IOd NAILS
2" O.G. - 504#/ft.
® 6" O.G. - 620#/ft.
FIELD 5PAGIN6: 12" O.G. NAILS $ STAPLES.
HOLDOWN5 - INSTALL SIMPSON HOLDOWN5 OR U5P HOLDOWNS AT THE END OF SHEAR WALLS
WHEN SHOWN ON DRAWINGS.
PER PLAN, S I MPSON 5THD 14 OR U5P STAD 14 SIMPSON MST36 OR USP MST136
SIMPSON MST48 OR USP KST248 SIMPSON HO-713 OR U5P TOXIO (7/8" ANGHOR BOLT MIN.
SIMPSON MSTG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4(6))
8' PLYWOOD
FLOOR HALF <
DBL TOP PLA*
HALF ON BOT-
PLATE
RIP OF SHEAF
TYING 2ND FL
BOTTOM PLA-
2NI> FLOOR R
AND TO 15T F
TOP PLATE
I ST FLOOR W;
TYING I ST FLc
TOP PLATE T
FLOOR BOTT(
PLATE
RIP OF SHEA-I
TYING IST FLC
BOTTOM 1NAL1
PLATE TO 15T
FLOOR RIM A
MUD SILL ON
FOUNDATION
2ND FLOOR DOUBLE
TOP PLATE
NOTE:
IF V\IALLS SHEATHED
FE R 1DE=TA I L THAN
NO AE35/LFT4 ARE
RE OU I RFD
2ND FLOOR BOTTOM
PLATE
FOR RIM
I ST FLOOR DBL TOP
PLATE
15T FLOOR BOTTOM
PLATE
�)R RIM
MUDSILL
PER PLAN
NAIL SHEATHING TO
HEADER HEADER ® 4" O.C.
B.W.
EXTEND TO
END WALL5
(2) 2x 5TUD5
CONNECT PLYWOOD
W/ ad NAILS ® 4" O.G.
TO ALL STUDS, PLATES
d HEADERS BOTH SIDES
APA RATED 5HTG.
0$" MIN. 24/0 EXP. I
I�
5THDI4 WOOD
TO CONCRETE
OR
CONNECTORS
(5) #4 I/ERTIGALS
III
II
I - Bx PLATE OR 2-2X
I I
NAIL 5HEATHING
#4
#4 HORIZ. ®
TO EACH PLATE
o
12"3/4"
0 X 10" A.B.
W/ B"XB"XI/4"
PLATE WASHER O
STEM
WALL
I
�
H
<Y
CONT. FOOTING
ELEVATION VIEW
OUTSIDE OF GARAGE
GARAGE DOOR
=1 --=;i
INSIDE OF
GARAGE
PLAN VIEW OF
CONCRETE STEM WALL
I LATF-RAL RESTRAINT f=ANF-L
L-I SEE GENERAL NOTES NO SCALE
PLYY
FLOC
FLOC
PER
SIMPE
HI GLI
TRU5!E
2X STUD/SHEAR WALL;
NAIL PER PLANS; SEE
SHEAR WALL SCHEDULE.
BOTTOM PLATE NAILING
PER SCHEDULE TO
RIM TRUSS
NAILING PER SHEAR
WALL SCHEDULE
RIM TRUSS
PER PLAN.
4R WALL;
NAIL PE:R PLANS; 5EE
SHEAR WALL SCHEDULE.
F_XTF_FP,I Oil C ANTI LF_VF_iPF_D
SHF_Ai�,> HALL
NO SCALE
TRUSSES OR
RAFTERS PER
PLAN
ROOF SHTG - NAIL
PER SHEAR WALL
SCHEDULE
8d ® 6" O.G.
2X BLKG. W/ 16d —
® 8" O.G. it VENT
HOLES (RIP BLK'60
OVERHANG $
FA5C I A
SHEATHING PER SHEAR
5GHEDULE
2X STUD WALL
® 16" O.G.
HI ANCHOR
24" O.G.
TYP. 5HF-ARV14ALL TO ROOF_
GONNF=GTION NO SGALE
Rail
REGISTERED
ARCH I TEGT
MIGHAEL WP.YNE JOHN50
STATE OF WASHINGTON
VJ
VTR
U
M
o
00
Q
°
U
~
z
�U
U
U
t
O
�
U
f
N
z00
�
�
x
c-a
r
M
0
00
F-
O
^1Z
W
E
LU
O�
N
U
SWQ
mt�
n
m
a)
zcn
J
Z
,�
VI O
r
V T_
0
F
m
too
�
L
m�
�
OQ
7-
OQ
L
�JU
Q
date,-: 08-15-22
permit:
revisFons:
drawn by: MWJ
checked by:
Lon
I
RECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEATHING G0NNF=G71 ONS
Written dimenslons on this drawing shall have precedence over
scaled dimensions. Gontoctor 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 some.
24" CARDBOARD BAFFLE
ALLOW FOR I" AIR SPACE
MIN. EXTEND 12" ABOVE
INSULATION. —\
SOLID SHEATHING
OR GDX PLYWD.
WHERE EXPOSED
TO WEATHER
TOP PL.
IX FASCIA BD.
W/ METAL
GUTTER
2X BIRD BLK'6. W/--1
2" SCREENED VENT
HOLES WITH 1/4"
GORRPSION RESISTANT
METAL MESH GOVERING
ROOFING MATERIAL
FINISH PER ELEVATION
ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD
SHEATHING; Sd @ 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.
APPROVED TRUSSES BEARING
MANUFACTURER'S SEAL,
SEE ROOF FRAMING PLAN
FOR SPAGIN6
INSULATE PER WSEG
LIVINO AREA
FIRE BLOCK ALL VERTICAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
2x P.T. SILL
5/8"X 10" ANCHOR BOLT W/ 3"X3"X
I/4 " PLATE WASHERS @ 45" o.c. NO
LESS THAN 4Y2" $ NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETC. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT a
SHEAR WALLS - SEE SHEAR WALL
NAILING SCHEDULE.
� I ° #4 REBAR @ 16" O.G. HORIZONTAL
ENGINEERED JOISTS, SIZE AND Q LL
SPAGIN6 PER PLAN OR FLOOR TRUSSES
FIN. F_LR. -
#4 REBAR @ 45" O.G. VERTICAL
TOP PL.
(2) 2x TOP PLATE, LAP GOF
OFFSET END JOINTS BY 48"
OSB. OR PLYWD. SHEATHING.
NAIL 6" EDGE, 12" FIELD WITH 8d
NAILS UNLESS NOTED OTHERWISE
2x STUDS @ 16" O.G. TYP.
51 D I N6, SEE PLAN FOR TYPE
2x BOTTOM PLATE
2x P.T. SILL
FIN. FLR.
z-
#4 REBAR
W "J" BAR
%2" 6YPSUM WALLBOARD, TYP.
W/ PVA VAPOR BARRIER @ WALLS
AND GEILIN65
3" MIN.
T7T_�GI-R. TYP.
ALL FOOTINGS TO BEAR ON
BEARING SOIL
2 STD . f=CJNDA71ON D7A I L
C� SCALE: N.T.S.
LIVIN& AREA
FIRE BLOCK ALL VERTICAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
Sg"X 10" ANCHOR BOLT W/ 3"X3"X"
PLATE WASHERS @ 45" o.c. NO LESS
THAN 4�" $ NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETC. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT
SHEAR WALLS -SEE SHEAR WALL
NAILING SCHEDULE.
5/4" T$ 6 PLYWOOD SUB -FLOOR
(GLUED 8 NAILED) NAIL 6" EDGE, INSULATE PER WSEG.,
12" FIELD W/ IOd NAILS.
4"<P D.S. TI6HTLINE, POSITIVE I LL1
DRAIN TO STORM SYSTEM 1� a
FIN. GRADE TO SLOPE
AWAY FROM BUILDING
\\ \ 48" MAX.
(TALLER
ERWAND LS PER PLAN
cO \//�\/� / a REBAR PLACEMENT
\/ j SEE DETAIL #2 ABOVE
a
z�
o � �
SEE FOUNDATION PLAN
FOR BEAM SIZE $
POST SIZE / SPAGIN6
a0# FELT
6 MIL. POLY VAPOR BARRIER
ALL REINFORCEMENT
4 PERF. FOOTING DRAIN TILE MUST BE TIED IN PLACE
W/ CLOTH COVER $ GRANULAR FOR FOUNDATION INSPEGITON
COVER AS REO'D. BY SOIL
CONDITIONS SEE FOUNDATION PLAN
FOR FT6. / FON. SIZE
ALL FOOTINGS TO BEAR ON
BEARING SOIL
71'F I GAL BALL SECT 1 ON5
C� SCALE: N.T.S.
TOP FLANGE JOIST
HANGER PER PLAN
SOLID BLOCKING
BRO. WALL ABOVE TYP.
ENGINEERED JOISTS, SIZE AND
SPAG I N& PER PLAN,
2x4 GUSSET EA. SIDE
- "SIMPSON" HGAMIO
POST TO GONG.
SEE FOUNDATION PLAN
FOR PAD SIZE
ALL FOOTINGS TO BEAR ON
BEARING SOIL
IBM
HANDRAIL:
GRIP Ii4" - 2"
PROJECTION FROM
WALL NO LESS
THAN I%2"
OPEN RAIL:
OPEN SPACE BETWEEN
PICKETS SHALL BE
LESS THAN 4" CLEAR -
2X4 STOP
2-2X HEADER
FLOOR JOIST
FIREBLOGK STAIRS:
ONCE IN TOP & BOTTOM
OF RUN BETWEEN STRINGERS
ALONG RUN BETWEEN STUDS
USABLE SPACE UNDER STAIRS
TO BE I HR FIRE CONSTRUCTION
5/8" TYPE 'X' G.W.B. (TWO LAYERS
AT STAIR CEILING)
m
r
0 57A I R DETA I L- 71'F I GAL
a 0.1
all
7
4
a
SCALE: N.T.5.
4" GONG
4" 6RAN1
I n�i/ II
NOS I N6
HANGER
3-2x l2
STRINGERS Q
W
2
2X4 BLOCKING Z
(FIRESTOP)
�o
— F I REBLOGKS _Q)
STAIR NOTES:
RISER HE 16HT =-7-5/4'' MAX.
TREAD DEPTH = 10" MIN.
NASH AND ASSOCIATES
CGENERAtL NOTES:
I. All construction per applicable codes and ordinances.
2018 IRG, I15G.-2018 WASHIN6TON STATE ENERGY CODE
2. Verify all dimensions on job site. Bring discrepancies
to the attention of Owner and/or Designer.
3. Owner will verify window sizes and manufacturer(s) 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 walls.
cl. TJI products to be installed per manufacturer's
installation guide and approved reports.
IO.AII metal connections to treated wood shall be at a
minimum; triple zinc ZMAX (6155 per ASTM A653); Hot Dip
6alvanze (ASTM A125 for connectors and ASTM153 for
fasteners and anchors.
II. All bathroom fans, kitchen hood, and dryer ducts shall be
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.
CLIMATIC. AND OEOGRAPH I G
DESIGN CRITERIA:
TERMITE:
SLIGHT TO MODERATE
DECAY:
SLIGHT TO MODERATE
WINTER DESIGN TEMP:
260
IGE5HIELD REQUIRED:
YES
FLOOD HAZARDS:
2003 I ci92 FIRM
AIR FREEZING INDEX:
250
MEAN ANNUAL TEMP:
46
DESIGN DATA:
ROOF LOADS: LL 25#/SF (SNOW)
DL 15#/SF
TOTAL 40#/SF
FLOOR LOADS: LL 40#/SF
DL 10#/SF
TOTAL 50#/SF
DECK LOADS: LL 60#/SF
DL 10#/SF
TOTAL 70#/5F
SOIL 1500 PSF MINIMUM
CONCRETE: 2500 PSI AFTER 28 DAYS
(5%2 SACK MIX)
-5000 PSI FOR EXTERIOR FOUNDATION
WALLS, PORCHES, STEPS, AND OR
GARAGE SLABS- AIR ENTRAINMENT
IS BETWEEN 5-7% (TABLE 402.2 IRG)
MASONRY PER 2018 IBG
STEEL PER 2018 IBG (GRADE 40)
WOOD PER 2018 IBG
NAILING PER 2018 IRG NAILING PER TABLE
R602.3(I), Rb02.10
WIND: 85 MPH
SEISMIC: ZONE - DI
V = see design calculations(Wdl)
WEATHERING POTENTIAL: MODERATE
FROST LINE: 12"
E.F.P.: 45 PSF
4" BEAM: DOU&LAS FIR #2
6" BEAM: fv = 85
fb = 875 PSI
E = 1,600,000
4 POST: DOU6LAS FIR #2
6" POST: fv = 85
fb = 875 PSI
E = 1,300,000
JOISTS $ RAFTERS HEM FIR #2
8 STUDS: fv = 75
fb = 850 PSI
E = 1,300,000
GLU-LAM BEAMS:
fv = 165 psi
fb = 2,400 psi (reduced by size
factor, CF*KI)
E = 1,800,000 psi
NOTE:
VARIATIONS FROM THE ABOVE
LUMBER &RAPES WILL BE
NOTED ON THE PLANS.
I. SUBFLOOR:
Tff 6 PLYWOOD OR 05B APA RATED
STUDD-I-FLOOR 16" O.G., 3/4"
WALL 4 ROOF SHEATHING:
APA RATED SHEATIN6 24/16 7/16"
FOOTING FOR
8" WALL - IS"x 12" FOOTING
24" BELOW GRADE
#4 STUB STEEL - 48" o.c. VERT.
UNLESS NOTED OTHERWISE
1 :2a-I1
FZEGIST E=_C T
ARGi-II TEGT
HIGH EL YNE
JOHNSON
STATE OF V4A5HINGTON
00
N
Ln
Ln
00
OU
o
..,
44
Cf�
�
z
Z
H
00
0
00
A
y
date : 03-03-21
permit:
revisions:
drawn by:
RO
checked by:
SHEET
I
ECEIVED
Aug 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT