APPROVED FIR BLD2024-0134+Architectural_Plan+2.6.2024_2.24.04_PM+4043286Nritten 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 some.
Approved
D F M aM r�s i�,u.rt
South County Fire
Date: 02/27/2024
02-27-2024
PLAN REVIEW
NOTES: APPROVED WITH CONDITIONS:
1. HOUSE MEASURED AT 3491 SQUARE FEET
INCLUDING COVERED PORCHES AND EXCLUDING
GARAGE. A RESIDENTIAL FIRE SPRINKLER SYSTEM
IS REQUIRED. SUBMIT FOR A SEPARATE FIRE
SPRINKLER PERMIT. 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.
2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH
STROKE REQUIRED TO BE INSTALLED ON THE
HOUSE VISIBLE FROM THE STREET IN CONTRASTING
COLOR TO THE BACKGROUND. ADDITIONAL
ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE
FROM THE STREET.
DFM BURT
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE PRESSURE TREATED OR
CEDAR.
2. CAULK AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
5. GLAZING PER STATE ENERGY GODS.
4. SEPERATE PERMITS ARE REOU I RED
FOR FENCES, PLUMBING, MECHANIC, -AL,
AND ELECTRICAL.
5. PROTEGTI ON 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 SURFACES
EXPOSED TO THE WEATHER
6. REFER TO ALL ELEVATIONS FOR
TYPICAL NOTES.
-7. S.G. = SAFETY GLASS
SHINGLE SIDING
WHERE SHOWN
4X OUTLOOKERS
WHERE SHOWN —
LL
CULTURED STONE VENEER
INSTALL PER MFD.O I T X T I O I
SPEC I F I GAT I ONS
TREATED PLYWOOD BEHIND
ALL AREAS WITH STONE SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
SEE GENERAL NOTES S('LALE: 1/4" = I'-O"
2X8 BARGE BOARD
W/ I X2 TR I M
cg ALL GABLE ENDS
_H31 GHT OE S_TRUGTUR3_
ASPHALT COMP. SHINGLES
ON 15# FELT
METAL FASCIA GUTTER
— UPPER FLOOR P.L.
2X6 WINDOW TRIM
T1'P I GAL AT
FRONT ELEVATION
HORIZONTAL SIDING I
WHERE SHOWN
IX-4 CORNER
F 1 N. FLR. UPPER
MAIN FLOOR P.L.
FIN. PLR. MA I N
® 528.55'
MAXIMUM SU I LD I NG HE I GHT � 551.52'
A /i=R,4GE OR 1 G 1 NAL GRADE
c� 526.52'
5aL)A9;P,E=
FOOTAGE=S
MA I N
14015
GAi; P,AGF_
&4P
ADDRESS NOTE:
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH WITH A
MINIMUM STROKE WIDTH OF 1/2"
AND TO BE ON A CONTRASTING
51cf.1
--------------------------
Please obtain a
separate
plumbing permit
;from the City of
Edmonds.
I --------------------------
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED ALL WORK SUBJECT
TO FIELD
PLANS MUST BE INSPECTION FOR
ON JOB SITE CODE COMPLIANCE
City Of Edmonds
Building Department
Work NEW SFR
Address 10429 240TH PL SW
-----------------------------------------------------
-----------------------------------------------------
Owner , SELECT HOMES
-----------------------
-------------------
Approved Date 3/22/2024
Building Official
-----------------------------
---------------------------
R3=G I STER3=D
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MIG# L YNE JOHNSON
STATE OF lNASF#INGTON
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RECEIVED
Feb 07 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Permit Number
BLD2024-0134
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 Gontractor shall accept
full responsibility for the cost to rectify same.
L�fT �L�\\/AT 1 ON
51=-]=- CGENERZAL NOTE-5 5CALF-: 1/4" = 1'-0"
SEE CGr=Nr=PAL NOTES
SG?.LE: 1/4" = P-O"
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RECEIVED
Feb 07 2024
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
dimen51on5 and/or conditions shown on these drawing5. Any
such variation shall be re5o Ived by the Owner prior to
Fri
with the work, or the Contractor shall accept
full re5pon51bility for the cost to rectify same.
SHEAR NOTE:
I. SX MATERIAL GAN BE USED FOR
ALL MUDSILLS
2. SET A DOUBLE 2X STUD BEHIND
EVERY 5THD14 HOLDOWN GALLED OUT
ON THE FOUNDATION PLAN. SET HOLDOWN
I /2 " MINIMUM AWAY FROM WALL GORNERS,
WINDOW AND DOOR HEADERS. IT IS I MFORTANT
THAT THE FOUNDATION GONTRAGTOR HAS THE
MAIN FLOOR PLAN SHEET TO FROFERLY
LAYOUT HOLDOWNS.
S. A M5T48 STRAP WITH (2) 1/2 " BOLTS INTO
THE FOUNDATION 15 A PROPER FIX FOR
A MISFLAGED 5THD14 HOLDOWN.
NOTES:
ALL WOOD IN CONTACT W I T-I CONCRETE
SHALL BE PRESSURE TREATED OR CEDAR.
PROVIDE CRAWL DRAIN (o 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 GALGULATION
1405 SQUARE FEET - 4.6ci
E300 .5-7
ci VENTS REaU I RED
SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
LOCATIONS, SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
( 6 MIL VAPOR BARRIER AND
NON-GLOSABLE VENTS ARE
RE01) I RED)
G' •
IS'-2"
50'-0" OVERALL
20'-10"
L
(2) 2X STUDS (2) 2X 5TUD5
C FLATE5 E PLATES
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RECEIVED
Feb 07 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SEE GENERAL NOTES SC. -?.LE: 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
roceeding with the work, or the Contractor shall accept
ull responsibility for the cost to rectify same.
NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS ® 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, INGLUI7INC�
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'
COMBUSTION AIR REQUIRED FOR ALL
FUEL BURNING APPLIANCES
LEGEND:
BEARING WALL
BEARING ABOVE
FLOOR LINE ABOVE
PT. L.
ABV. �� POINT LOAD ABOVE
.-c
MULTIPLE 2x STUDS
a POINT LOAD
O SMOKE DETECTOR
IIOV INTERGONNEGTED
W/ BATTERY BACK-UP.
PER IRG 514
OCARBON MONOXIDE DETECTOR
PER IRG 515
GARAGE NOTES:
I. GARAGE/LIVING SEPARATION, USE
5/5" TYPE 'X' GWB AT CEILING/WALL.
WRAP POSTS AND BEAMS.
2. INSULATE ALL WARM WALLS AND
CEILING.
5. USE 2 LAYERS 5/5" TYPE 'X' GWB
AT CEILING WHEN USING TJI's
INSTEAD OF WOOD JOISTS.
HEATING NOTES:
+ I NSTALL PER
ASHRAE ciOA-88
+ 18' PLATFORM
OF 2 LAYERS
5/4" PLYWOOD
(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 F I REPLAGE W/
DIREGT VENT
FAGTORY BUILT F I REPLAGE SHALL
BE INSTALLED PER MANUFAGTURER'S
SPEGIFIGATIONS AND SHALL HAVE
APPROVAL LABEL ATTAGHED
5/8" TYPE "X" GWB
TO ROOF SHEATHING
FIREPLAGES 4 STOVES MUST BE
D.O.E. APPROVED 4 BE TESTED,
GERTI F I ED 4 LABELED AS SU I TABLE
FOR USE DURING A FIRST STAGE
BURN BAN.
*** SHEAR NOTE:
SEE SHEET L I FOR SHEAR WALL
NAILING SCHEDULE, 4 DETAILS.
15'-2 "
I7RAFT5TOPPING NOTE:
DRAFT STOPP I NCB 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 &ASSES AND SMOKE
54'-0 "
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6'-4211
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TERMINATION POINT I NGLUD I NG I
CONDUIT AND WIRING AND
THE ELEGTRIGAL SERVIGE
GAPAG I TY NEGESSARI' TO
SERVE THE REGEPTALE I
THAT ALLOWS FOR THE
FU I TUBE INSTALLATION OF
AN ELEGTRIGAL VEHICLE
CHARD I NCG STATION
Awl I N � L. O O sk IF= L. AlkN
IZb-71
REGISTERED
ARGHITI=GT
MIGHAEL 1 JOHNSO
STATE OP WASHIN6TON
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RECEIVED
Feb 07 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
Written dimensions on thls drawing shall have precedence over
scaled dimenslons. Gontactor shall verify all dimenslons,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any variations from the
dlmenelons and/or conditions shown on these drawings. Any
such variation shall be resolved by the Owner prior to
proceeding with the work, or the Gontractor shall accept
full responslbllity for the cost to rectify same.
J
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NOTES:
ALL EXTERIOR WARM WALLS TO BE
2 X 6 STUDS a 16" O.G. T1'FIGAL.
ALL HEADERS TO BE 4X8 DF#2
UNLESS NOTED OTHERWISE.
FUR -OUT HEADERS TO MATGH 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, INGLUDING
WINDOWS WITHIN +72" OF DRAIN,
SHALL BE SAFTEY GLASS. SHOWER
FLOW IS LIMITED TO 2.5 GAL/MIN.
EXHAUST FANS LARGER THAN 5OGFM MAY BE
GONNEGTED TO 4" SMOOTH WALL VENT FIFE
IF RUNS DO NOT EXGEED 20' IN LENGTH.
THE MINIMUM SIZE OF FLEX DUCT IS 5"
DIAMETER WITH A MAXIMUM RUN OF 15'
GOMBUSTI ON AIR REOU I RED FOR ALL
FUEL BURNING AFFLIANGES
LEGEND:
BEARING WALL
— — — — — —
BEARING ABOVE
FLOOR LINE ABOVE
FT. LD.
POINT LOAD ABOVE
ABV. , c
MULTIPLE 2x STUDS
a POINT LOAD
SMOKE DETECTOR
O
IIOV INTERCONNECTED
W/ BATTERY BAGK—UF.
FER IRG 514
OCARBON
MONOXIDE DETECTOR
FER I RG 515
SHEAR
NOTE:
SEE SHEET L I FOR SHEAR NAIL
LOGATIONS, SHEAR NALL
NAI L I NCB SGHEIDULE, 4 DETAILS.
LIN
OF FORGH BELOW
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SEE NOTES
_
(2) 2x STuDs _
M5TG6683
AT
-FOLD
2 PLAC'
ES
TH I S
N
SHEAR NALL
(V
4'-0"
4'-
4'-6"
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HOLIDDONN SGHEIDULE
MARK
HOLDOI^1N/
FASTENERS
NOOD MEMBER
ANCHOR
STRAP'
TH I C_<NESS/!5FEG I ES
REQU I RFD
T-I
STHEID14/14 RJ
24-16d SINKERS
(2) 2X4/2X6 STUDS
T-2
M5T48
(S4)-I&d
(2) 2X4/2X6 STUDS
HF/Sf='F
T-s
MSTAs6
(26)-IOd
(2) 2X4/2X6 STUDS
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2 2X4 2X6 STUDS
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HF/!5FF
T-S
I ID�B
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SSTB28 (-7/8")
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MIN. 24-7/8"
EMBEDMENT
_-�
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SEE CGENERAL NOTES
5C,ALE: 1/4" = 1'-0"
125-7I
REGISTERED
ARGi-i I TEGT
MIGHAELYNE JOHNSON
ST ATEE OP 1NA5HINGTON
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permit:
revisions:
drawn by
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checked by :
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O�
RECEIVED
Feb 07 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Written 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 vorlotlon shall be resolved by the Owner prior to
proceeding with the work, or the Gontractor shall accept
full responsibility for the cost to rectify same.
EAVE PROTEGTION PER. IRG R302.1
IF EAVES ARE WITHIN 5' OF THE FROFERTI'
LINE, THEN A ONE HOUR FIRE RES I STANGE
RATING IS REOUIREL7 IF THERE
ARE E31 RL7 BLOGK I NCB VENTS OR CABLE END
VENTS. IF THERE IS SOLID E3LOGK I NC AND
NO VENTS, THEN THE FIRE RES 1 STANGE RAT I NC
GAN BE REDUGED TO ZERO HOURS.
GOR—A—\/ENT IN —VENT. INSTALL
56" FROM EDGE OF EAVE.
PROVIDES 6.75" SQ IN. NET
FREE VENTILATION AREA PER LINEAR
FOOT. USE GOR—A—VENT ONLY
OVER CONDITIONED SPACES
SOLID BIRD
BLOGKING
AT WALLS 5'
OR LESS FROM
THE PROF. LINE
I" SLOT
2X6
EXTERIOR
WALL
TRUSSES
FER PLAN
ONE HOUR EAVE DETAIL ( IF PLAN REOU I RES)
ROOF FRAMING NOTES
GUT RAFTER TAILS TO MATGH 2x4
TRUSSES
GONNEGTORS SHALL BE ENGINEERED
BY TRUSS MANUFAGTURER
ROOF PITGH SHALL BE 5: 12
Tl'PIGAL UNLESS NOTED OTHERWISE
ROOF OVERHANG SHALL BE 12" U.N.O.
'►��i�i�i�i�i
p Ds
TRUSS NOTE
2x6 OVERFRAMING
BEARING BELOW
DOWNSPOUT
ALL TRUSSES SHALL HAVE:
I. STRESS ANALYSIS AND DRAWINGS /
DETAILS STAMPED BY A STATE
REGISTERED ENGINEER.
2. MANUFAGTURER'S STAMP ON PRE-
MANUFAGTURED TRUSSES.
5. BRAGED TO MANUFAGTURER'S
SPEG I F I GAT I ONS.
4. STRESS ANALYSIS AND DETAILS
SHALL BE SUBMITTED TO BUILDING
DEPT. FOR APPROVAL AND SHALL
BE <EPT ON SITE FOR FRAMING
I NSPEGT I ON.
5. TRUSSES WILL NOT BE FIELD ALTERED
WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OR ENGINEERING
GALGULAT I ONS.
6. ALL TRUSSES SHALL HAVE SIMPSON
H-1 GLIPS AT ENDS. WHERE TRUSSES
ARE PARALLEL TO WALL, USE SIMPSON
L30 AT MIDSPAN. USE SIMPSON STG
GLIPS AT NON -BEARING WALLS
ROOF VENTING C ALGULATI ON-FER 2018 IRG
1845 SOFT AREA
500 = 6.15 SG2FT REOU I RED
(6.15) X (5096) = 5.08 SOFT MIN. REOU I RED AT EAVES
TYPICAL TRUSS BLOCK HA5 (4) 2 CI) SGREENED HOLES
PROV I D I NC7 6.28 50. IN. (.044 SOFT) PER:' BLOCK.
APPROX I MATFL1' 40 VENTED BLOGKS = 1.76 SOFT PROVIDED
10 NET FREE I NGHE5 PER LINEAL FOOT FOR GOR-A-VENT (.085 SOFT)
20 FEET PROV I DFD = 1.66 SOFT
(6.15) X (50%)= 5.08 SOFT MIN. REOUIRED 1NITHIN 5' OF THE RIDGE
AF50 ROOF JACC< VENTS= .54 SOFT EACH VENT
PROVIDE 10 AF50 VENTS= 5.40 SOFT PRO\/I DFD
TOTAL VENT AREA PROV I DFD = 6.g2 SCFT
EAGF
I S TC
DS
I WI
DS
f;k00T�_ I NFL
SEE GENERAL NOTES
5C,ALE: 1/4" = P-O"
12bi1
REG I STERED
ARr_H I TEGT
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MIGH L kAYNr= JOHNSO
STATE OF YVASHINGTON
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revisions:
drawn by
�by:
MWJ
GI'1PGiGPd
O�
RECEIVED
Feb 07 2024
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.
20 15 .IN�OH I NOTON OT�TE ENEF�:,0--1' GODS
*ALL GL I MATE ZONES (TAOLE
FENESTRATION
S<YLIC�HT
GLAZED
CEILING
WOOD FRAMED
FLOOR
BELOW GRADE
SLAB R-VALUE
U-FACTOR
U-FACTOR
FENESTRATION
R-VALUE
WALL R-VALUE
R-VALUE
WALL R-VALUE
,AND DEFT -I
Si-IGG
0.28
(f'RESGRIf'TIVE
0.50
NR
R-4ci
R-21
R-50
10/15
R-21 +T8
R-10, 2 1=EET
*TABLE -406 .S- GREID I TS (S I N6,LE fAM I L`r)
THIS PLAN REOU I RES 6 GRED I TS SINGE IT 15 OVER 1500 SQUARE FEET
AND UNDER 5000 SQUARE FEET
OF71 ON GRF—D 17 -
i
HEATING
OPTION
2 HEAT PUMP (ELECTRIC) I.O
ENERGY PRESCRIPTIVE COMPLIANCE IS EASED .5
OPTION ON TADLE R402.1.1 WITH THE FOLLOWING
1.5 MODIFICATIONS:
\/ERT I GAL FENESTRATION U = 0.28
FLOOR R-58 -
SLAB ON GRADDE R-10 PER I METER AND O
UNDER ENTIRE 5LAi5 BELOW GRADE
R-1 O PER I METER AND UNDER ENTIRE
SLAE3 OR COMPLIANCE BASED ON
SECTION R402.1.4: REDUCE THE TOTAL
GONDUCTI\/E UA E3Y J%
ENERGY AIR -SOURCE CENTRALLY DUCTED HEAT PUMP 1.5
OPTION WITH A MINIMUM HSPF OF 11.0
4
5.5
4
STORM SYSTEM
ENERGY H\/AC EOU I PMENT AND ASSOCIATED DUCT 1.0
OPTION SYSTEMS) INSTALLATION SHALL COMPLY
4.2 WITH THE REOU I REMENTS OF 5EGT1 ON R405.5.7.
LOGAT I NG SYSTEM GOMPONENTS IN GOND I T I ONED
GRAWLSPAGES 15 NOT PERMITTED UNDER THIS
OPTION. ELEGTR I G RES I STANGE HEAT AND DUGTLE55
HEAT PUMPS ARE NOT PERMITTED UNDER THIS
OPTION. D I REGT GOME3UST I ON HEATING WITH AFUE
LESS THAN 8096 IS NOT PERMITTED UNDER TH 15
OPTION.
ENERGY WATER HEAT INC---, SYSTEM SHALL INCLUDE 2.0
OPTION THE FOLLOWING: ELECTRIC, HEAT PUMP
5.5 WATER HEATER MEETING THE STANDARDS
FOR TIER III OF NEEA IS ADVANGED WATER
HEATING SPEG I F I GAT I ON
707AL
6.0 CREDITS
SrEGT 1ON-
SEE GENERAL NOTES SCALE: 1/4" = 1'-0"
125-t i
REG I STERED
ARr-H 1 TEGT
MIGHREL;y, JOHN50
STP.TE OF WASHINGTON
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date,: 05-0'7-22
permit:
revisions:
drawn by
�by
MWJ
GI'1P.GiGP.d
O F=
RECEIVED
Feb 07 2024
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
roceeding with the work, or the Contractor shall accept
ull responsibility for the cost to rectify same.
SHEAR 1 i[AL.L. 5CHF.=)lU1—E
PER 2015 15G
GENF-RAL NOTF-5:
SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS,
NAILING, ANCHOR BOLTS, AND HOLOOWNS. LOCATE HOLDOWNS AS GLOSE AS POSSIBLE TO THE END
OF THE DESIGNATED WALL.
ALL HOLDOWNS, ANGHOR BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE
HOT DIPPED GALVANIZED.
PI = ONE SIDE PLYWOOD
P2 = TWO SIDES PLYWOOD
7/I6"
NAIL 5PAGIN6
TOP 4 BTM.
ANGHORS
5LK6.
SILL
OPTIONAL
BASE
HEM FIR #2
MARK
PLATE
5IMP50N MASAP
PLATE
VALUE
PLYWD.
EDGES FIELD
PLATES
dSeP£aII
REO'D'
ANGHOR BOLTS
ANGHORS
NAILING
(#/LF)
PI-6"
8d
6"
12"
6"
18" O.G.
2x4
5/8" @ 48"
@ 48" 4 ENDS
(2) 16d @ 10"
240
PI-4"
8d
4"
12"
4"
16" O.G.
2x4
5/8" @ 52"
a 30" $ ENDS
(2) Ibd @ 7"
34G
PI-3"
8d
3"
12"
3"
14" O.G.
(2) 2x4/6
5/8" @ 24"
@ 24" 4 ENDS
(2) Ibd @ 5"
450
PI-2"
8d
2"
12"
2"
12" O.G.
(2) 2x4/6
3/4" @ 24"
@ 18" It ENDS
(2) Ibd @ 5"
555
P2-b"
8d
6"
12"
b"
10" O.G.
(2) 2x4/6
5/8" @ 24"
N/A
(2) 16d @ 5"
480
P2-4"
8d
4"
12"
4"
8" O.G.
(2) 2x4/6
3/4" @ 20"
N/A
(3) Ibd @ 5"
700
P2-3"
8d
3"
12"
3"
8" O.G.
(2) 2x4/b
3/4" @ Ib"
N/A
(4) Ibd @ 5"
GOO
P2-2"
8d
2"
12"
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 IBG 2018 AND 50PNS-2018
PER SPEGIAL DESIGN PROVISIONS FOR WIND AND SEISMIG, CHAPTER
4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X
MEMBERS
STITGH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH
16d NAILS @ 12" O.G. 5TA6ERRED 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 APPLIGABLE.
2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY.
3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS.
SHEAR NALL NOTES
7/16" 05B OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK 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 ED6E5, USE 1-1/2" 8d
SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPAGIN6, 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 8d 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. @ 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/I6" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE
ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS
2" 16 GA. 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. - 3G0#/ft.
4" O.G. AND IOd NAILS
2" O.G. - 504#/ft.
@ 6" O.G. - 620#/ft.
FIELD 5PAGIN6: 12" O.G. NAILS 4 STAPLES.
HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS
WHEN SHOWN ON DRAWINGS.
PER PLAN, SIMP50N 5THD14 OR USP 5TAD14 SIMPSON M5T36 OR USP MST136
SIMPSON MST48 OR USP KST248 SIMPSON HDUB OR USP TDXIO C/18" ANCHOR BOLT
MIN.
SIMP50N MSTG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4((b))
PER PLAN
2x TOP PLATE
'
1—
NAIL SHEATHING TO
HEADER
HEADER ® B" O.G. B.N.
EXTEND TO
END WALLS
. . . .
•I I•
(2) 2x STUDS
•I I•
'
CONNECT PLYWOOD
w/ Sd NAILS ® 3" O.G.
•
To ALL STUDS, PLATES
G HEADERS BOTH SIDES
'
APA RATED 5HT6.
fb" MIN. 24/0 EXP. I
r-i ri
III I
STHDI4 WOOD
II
TO GONGRETE
CONNECTORS OR
I'I I'I
EQUAL
(B) #4 VERTICALS
I - 3x PLATE OR 2-2X
NAIL SHEATHING
#4 HORIZ. ®
TO ELLLACH PLATE
12" ox—
I
I
5/4" X 10" A.B.
Yd/ 3'XB"XI/4"
PLATE WASHER
STEM
0
WALL
IWI
CONT. FOOTING
' ELEVATION VIEW
OUTSIDE OF C�ARAC�E
GARAGE DOOR
F7/7/ 11-6
INSIDE OF
GARAGE
PLAN VIEW OF
CONCRETE STEM WALL
LATERAL RE57f;P A I NT f= ANEL
SHEAR WALL PER
SHEAR WALL CALCULATIONS
SHE,4R W,4LL
Y
SIMPSON
MSTG48B3 STRAP
PER PLAN
NAIL PER
NAIL BOTTOM
SIMPSON
PLATE TO TOP TRUSS CHORD
SPEG I F I GATI ONS
BELOW PER SHEAR WALL SCHEDULE
—
FLOOR TRUSS
PER TRUSS MANUFACTURER
h5" FL_OOiZ TRUSS
—TRUSS MANUFAGTURTER TO
PROVIDED 4X6 GHORDS
AT M5TG48B3 STRAP LOGATIONS
2 ROWS 16d
�j
FOR NAILING THE STRAPS
NAILS a 6" o.c.
PLYWOOD TO
TOP PLATE
%2� SHEAR YN ALL ,AT F=LOOR TRUSSES
SEE GENERAL NOTES NO SCALE L-I (TRUSSES f= AR,4LLF-L) NO SCALE
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 6LO� G I NEF—
AT SHEATH I NG
TRUSSES I I I \. ER PLAN
PER PLAN
— 2X NAILER -
NAIL TO BOTTOM
CHORD W/ 16d
a Oil O.c. A35 CONTINUE
CLIPS SHEAR WALL
Y 3/4" PLWOOD a 24" TO ROOF
OR
16d a 4" O.c.
PLYWOOD TO
NAILER
SHEAR WALL
PER
SCHEDULE
SHEAR V4ALL f= ARALLEL TO TRUSS
NO SCALE
SHEAR WALL
PER
SCHEDULE
TRUSSES OR
RAFTERS PER
PLAN
ROOF SHTG - NAIL
PER SHEAR WALL
SCHEDULE
8d a 6" O.G.
2X BLKG. W/ 16d —
a 8" O.G. 4 VENT
HOLES (RIP BLK'G.)
OVERHANG B ------/' CHI ANCHOR a
FASCIA 24" O.G.
SHEATHING PER SHEAR
SCHEDULE
2X STUD WALL
a 16" O.G.
TYP. SHr=Af;' %TALL TO ROOF
GONNEGTION NO SCALE
12571
REGISTERED
ARCH I TEOT
�TATE
LWAYNE JOHNSON
OF YVA5HINGTON
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dote:
permit:
revisions:
drawn by :
MWJ
Checked by:
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RECEIVED
Feb 07 2024
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
Froceeding with the work, or the Contractor shall accept
ull responsibility for the cost to rectify same.
24" CARDBOARD BAFFLE
ALLOW FOR I" AIR SPAGE
MIN. EXTEND 12" ABOVE
INSULATION. --\
50LID SHEATHING
OR GDX PLYWD.
WHERE EXPOSED
TO WEATHER
.ME A&
IX FASGIA BD.
W/ METAL
GUTTER
2X BIRD BLK'6. W/--1
2" SCREENED VENT
HOLES WITH 1/4"
GORRPSION RESISTANT
METAL MESH GOVERIN6
FIN. ELR.
TOP PL.
(2) 2x TOP PLATE, LAP GOF
OFFSET END JOINTS BY 48"
146" 05B. OR PLYWD. SHEATHING.
NAIL b" EDGE, 12" FIELD WITH Sd
NAILS UNLESS NOTED OTHERWISE
2x STUDS cP 16" O.G. TYP.
ROOFING MATERIAL
FINISH PER ELEVATION
ON 7/16" OBS SOLID GDX 24-0 PLYWOOD
SHEATHING; 8d (o 6 "O.G. EDGE
8d @ 12" O.G. FIELD
0/16" 05B AGX PLYWD o EVES)
MIN. 15# UNDERLAYMENT
NAIL 6" EDGE, 12" FIELD
WITH 8d NAILS, U.N.O.
z
N
HANDRAIL:
GRIP I%4" - 2" 4)
PROJECTION FROM
WALL NO LESS
THAN I%2".
OPEN RAIL:
APPROVED TRUSSES BEARING OPEN SPAGE BETWEEN
MANUFAGTURER'S SEAL. PIGKETS SHALL BE
SEE ROOF FRAMING PLAN LESS THAN 4" GLEAR -
FOR SPAGIN6
INSULATE PER WSEG
\/I N6 AREA
FIRE BLOCK ALL VERTIGAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
ENGINEERED JOI5T5/FLOOR TRUSSES, SIZE AND
SPAGIN6 PER PLAN OR 2X JOISTS
V2" GYPSUM WALLBOARD, TYP.
W/ PVA VAPOR BARRIER o WALLS
AND GEILIN65
L Y N& AREA
FIRE BLOGK ALL VERTIGAL
OPENINGS IN WALLS AT
PLATES AND FLOORS
J"X 10" ANCHOR BOLT W/ 3"X3"X"
SIDING, SEE PLAN FOR TYPE PLATE WASHERS (P 45" o.c. NO LESS
THAN 4�" 4 NO MORE THAN 12"
FROM EA. END SILL CORNER, JOINT,
END, OPENING ETG. 7" MIN.
EMBEDMENT INTO GONG. EXCEPT 0
SHEAR WALLS - SEE SHEAR WALL
NAILING SCHEDULE.
/
2X4 STOP
2-2X HEADER
FLOOR JOIST
FIREBLOGK STAIRS:
ONCE IN TOP 4 BOTTOM
OF RUN BETWEEN STRINGERS
4 ALON6 RUN BETWEEN STUDS
USABLE SPAGE UNDER STAIRS
TO BE I HR FIRE GONSTRUGTI ON
5/8" TYPE 'X' G.W.B. (TWO LAYERS
AT STAIR GEILING)
m
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2 57A I R DATA I L- 7`'F I CAI!_
6I SCALE: N.T.S.
2x BOTTOM PLATE
3/4" T$6 PLYWOOD SUB -FLOOR
2x P.T. SILL
(GLUED 4 NAILED) NAIL 6" EDGE, INSULATE PER WSEG.,
12" FIELD W/ IOd NAILS. R-58
FIN. ELR.
__�
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4"<P D.S. T16HTLINE, POSITIVE
DRAIN TO STORM SYSTEM
I a
FIN. GRADE TO SLOPE
Co �.
AWAY FROM BUILDING
\\ \
48" MAX.
a
UNBALANGED
(TALLER WALLS PER PLAN) SEE FOUNDATION PLAN
FOR BEAM SIZE 4
\\\\\\ a
POST 51 ZE / 5PAG I NG
Z
SEREBARDETAIL ON 6 I GO# FELT
\\\
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� a
Co
a
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_
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O
Z 6 MIL. POLY VAPOR BARRIER
1—
\,
a
/'\�/MUST
m ALL REINFORGEMENT
4"(P PERF. FOOTING DRAIN TILE
BE TIED IN PLACE
FOR FOUNDATION INSPEGITON
W/ GLOTH GOVER $ GRANULAR
COVER AS REOV. BY SOIL
GONDITIONS
SEE FOUNDATION PLAN
FOR FT6. / FDN. SIZE
ALL FOOTIN65 TO BEAR ON
BEARING SOIL
a
4 d
7*'F I CAI. I�IIALL SEOT 10NS
6I SCALE: N.T.S.
TOP FLANGE JOIST
HANGER PER PLAN
SOLID BLOGKIN6
BR6. WALL ABOVE TYP.
ENGINEERED JOISTS, 51ZE AND
SPAGIN6 PER PLAN,
2x4 GUSSET EA. SIDE
- "SIMPSON" H6AMIO
POST TO GONG.
SEE FOUNDATION PLAN
FOR PAD SIZE
ALL FOOTINGS TO BEAR ON
BEARING SOIL
a
NO51 N6
HANGER
O
` 3-2x12
STRINGERS Q
W
2X4 BLOGKIN6 Z
(FIRESTOP)
_I
—FIREBLOGKS
STAIR NOTES:
RISER HE 16HT = -7-3/411 MAX.
TREAD DEPTH = 10" MIN.
An
ME
4" GONG.
4" GRAM
2x P.T. SILL
z
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a
TWO #4
HORIZONTAL
RE -BAR IN
THE FOOTING
a
4
#4 REBAR
W "J" BAR
5/8"X 10" ANCHOR BOLT IN 3"X3"X
I/4 " PLATE WASHERS @ 48" o.G. NO
LESS THAN 4:2" 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 SGHEDULE.
#4 REBAR ® 16" O.G. HORIZONTAL
#4 REBAR (g 48" O.G. VERTIGAL
3" MIN.
GLR. TYP.
ALL FOOTINC75 TO BEAR ON
BEARING SOIL
57D . f�EOUNDAT 10N DETA I L
SCALE: N.T.S. PER IRG R403.1.3 t R403.1.3.1
NASH AND A5500 I ATES
6ENERAL NOTES:
I. All construction per applicable codes and ordinances.
2018 IRG, IBC,.-2018 WA5HIN6TON 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 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.
-7. 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.
All metal connections to treated wood shall be at a
10. minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip
Galvanze (ASTM A123 for connectors and ASTM155 for
fasteners and anchors.
All bathroom fans, kitchen hood, and dryer ducts shall be
II. 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.
OL I MATT O AND 6E06RAi=H 1 O
DESIGN ORITERIA:
TERMITE:
SLIGHT TO MODERATE
DEGAY:
SLIGHT TO MODERATE
WINTER DESIGN TEMP:
22
IGE5HIELD REQUIRED:
NO
FLOOD HAZARDS:
2005 IcK12 FIRM
AIR FREEZING INDEX:
250
MEAN ANNUAL TEMP:
50
DESIGN DATA:
ROOF LOADS: LL 25#/SF (SNOW)
DL 15#/SF
TOTAL 40#/SF
FLOOR LOADS: LL 40#/5F
DL 10#/SF
TOTAL 50#/SF
DECK LOADS: LL 60#/SF
DL 10#/SF
TOTAL 70#/SF
SOIL : 1500 PSF MINIMUM
CONCRETE: 2500 PSI AFTER 28 DAYS
(5/2 5AGK MIX)
-3000 PSI FOR EXTERIOR FOUNDATION
WALLS, PORCHES, STEPS, AND OR
6ARA6E SLABS- AIR ENTRAINMENT
15 BETWEEN 5-7% (TABLE 402.2 IRG)
MASONRY : PER 2018 IBG
STEEL PER 2018 IBG (GRADE 60)
WOOD PER 2018 IBG
NAILING PER 2018 IRG NAILING PER TABLE
R602.3(1), Rb02.10
WIND: 85 MPH (110 REDUGTABLE
VIA GALGUL.ATIOW
SEISMIC: SEE GALGULATION PACKET
WEATHERING POTENTIAL: MODERATE
FROST LINE: 18"
E.F.P.: 45 PSF
4" BEAM: DOUGLA5 FIR #2
6 BEAM: fv = 85
fb = 875 PSI
E = 1,600,000
4" POST: DOUGLAS FIR #2
6" POST: fv = 85
fb = 875 PSI
E = 1,300,000
JOISTS � RAFTERS HEM FIR #2
STUDS: fv = 75
fb = b50 PSI
E = 1,300,000
GLU-LAM BEAMS:
fv = 165 psi
fb = 2,460 psi (reduced by size
factor, GF*KI)
E = 1,800,000 psi
NOTE:
VARIATIONS FROM THE ABOVE
LUMBER GRADES WILL BE
NOTED ON THE PLANS.
I. SUBFLOOR:
T$ 6 PLYWOOD OR OSB APA RATED
STURD-I-FLOOR 16" O.G., 3/4"
WALL a ROOF SHEATH I N6:
APA RATED SHEATING 24/16 7/16"
FOOTING FOR
8 WALL - 18 x 12 FOOTING
lb" BELOW GRADE
#4 STUB STEEL - 48" o.G. VERT.
UNLESS NOTED OTHERWISE
�71
REC� I STERED
ARGi-i TEGT
MIGH EL YNE JOHNSON
STATE OF W? RNGTON
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date:
02-01-21
permit:
revisions:
drawn by: RO
checked
by:
SHEET
I
RECEIVED
Feb 07 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT