APPROVED BLD BLD2021-1099+Architectural_Plan+8.8.2021_10.33.59_PM+2345322ABBREVIATIONS:
ABV
ABOVE
AFF
ABOVE FINISH FLOOR
BLDG
BUILDING
BLKG
BLOCKING
BM
BEAM
BOT
BOTTOM
CIPC
CAST -IN -PLACE CONCRETE
i
CENTERLINE
CLG
CEILING
CLR
CLEAR
CMD
CARBON MONOXIDE DETECTOR
CO
CLEANOUT
CONIC
CONCRETE
CONT
CONTINUOUS
D
DRYER
DBLE
DOUBLE
DEMO
DEMOLISH
DIA
DIAMETER
DIN
DOWN
DP
DEEP
DP
DIMENSION POINT
DS
DOWNSPOUT
DTL
DETAIL
DW
DISHWASHER
(E)
EXISTING
EA
EACH
ELEV
ELEVATION
EQ
EQUAL
EXT
EXTERIOR
EW
EACH WAY
*EW
EGRESS WINDOW
FDN
FOUNDATION
FIG
FINISH GRADE
FIN
FINISH
FL
FLUSH
FLR
FLOOR
FOF
FACE OF FINISH
FOS
FACE OF STUD
FRMG
FRAMING
FRZR
FREEZER
FT
FOOT
FTG
FOOTING
FV
FIELD VERIFY
FV
FOUNDATION VENT
GA
GAUGE
GB
GYPSUM BOARD
GLB
GLULAM BEAM
GSM
GALVANIZED SHEET METAL
HDR
HEADER
HGR
HANGER
h
HIGH
HT
HEIGHT
HVAC
HEATING, VENTILATION, &
AIR-CONDITIONING
IG
INSULATED GLASS
INT
INTERIOR
LAV
LAVATORY
LBS
POUNDS
LF
LINEAR FEET
LO
LOW
MAX
MAXIMUM
MFR
MANUFACTURER
MIN
MINIMUM
(N)
NEW
N/A
NOT APPLICABLE
NIC
NOT IN CONTRACT
0/
OVER
OC
ON CENTER
OG
OBSCURE GLAZING
OH
OVERHANG
P.L.
PROPERTY LINE
PL
PLATE
PT
POINT
PTW
PRESERVATIVE TREATED WOOD
REBAR
REINFORCEMENT BAR
REFR
REFRIGERATOR
REQD
REQUIRED
REQTS
REQUIREMENTS
RAFT
RAFTER
RO
ROUGH OPENING
R.O.W.
RIGHT-OF-WAY
RFT
RIP -TO -FIT
RTS
RIP -TO -SLOPE
RV
RIM VENT
SC
SOLID CORNER
SD
SMOKE DETECTOR
SF
SQUARE FEET
SG
SAFETY GLAZING
SHWR
SHOWER
SIM
SIMILAR
SPEC
SPECIFICATIONS
SQ FT
SQUARE FEET
SQ IN
SQUARE INCHES
STD
STANDARD
SUBFLR
SUBFLOOR
T&G
TONGUE & GROOVE
THK
THICK
TOPO
TOPOGRAPHY
TOW
TOP OF WALL
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
VTO
VENT TO OUTSIDE
w
WIDE
W
WASHER
W/
WITH
WC
WATER CLOSET
WFC
WOOD FRAME CONSTRUCTION
WH
WATER HEATER
WIC
WALK -IN -CLOSET
WP
WORK POINT
WWF
WELDED WIRE FABRIC
Peterson Interior Garage Alteration
ENERGY CODE COMPLIANCE NOTES:
2018 WASHINGTON STATE ENERGY CODE CHAPTER 4
PRESCRIPTIVE COMPONENT TABLE R402.1.1 — ZONE 4C
LOCATION
INSULATION REQUIREMENTS
FENESTRATION (UNLIMITED)
U=0.30
OR BETTER
SKYLIGHT (UNLIMITED)
U=0.50
OR BETTER
GLAZING FENESTRATION SHGC
NR
CEILING
R-49
CEILING VAULTED
R-38
WOOD FRAME WALL
R-21
INT
MASS WALL
R-21
FLOOR
R-30
BELOW -GRADE WALL
R-10/15/21
INT-TB
SLAB
R-10,
2 FT.
WINDOW & DOOR HEADERS
R-10
MIN
NOTE:
1) R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE
SECTION R402.2.9.1.
2) R7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE
EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS
COMPLYING WITH SECTION R503.1.1.
ENERGY CREDITS CODE COMPLIANCE NOTES:
2018 WASHINGTON STATE ENERGY CODE CHAPTER 4
ADDITIONAL ENERGY EFFICIENCY REQUIREMENT PER SECTION R406.2
PROJECT TO
MEET "ADDITIONS LESS THAN 500 SQUARE FEET" REQUIREMENTS OF
1.5
CREDITS
FROM TABLE
406.2 ENERGY CREDITS:
OPTION 2:
FUEL NORMALIZATION DESCRIPTION
1.0
CREDITS
HEAT PUMPc
c. EQUIPMENT LISTED IN TABLE C403.3.2(1)
OR C403.3.2(2)
OPTION 3.2:
EFFICIENT HVAC EQUIPMENT OPTION
1.0
CREDITS
AIR -SOURCE
CENTRALLY DUCT HEAT PUMP WITH MINIMUM HSPF OF 9.5.
OPTION 5.2:
EFFICIENT WATER HEATING OPTION
0.5
CREDITS
ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OR 0.80.
P1 SW a'
187m P1 SW
—
6
3
—
O0
3
187th St SW
m
T
^ S
m
187th PI SW
D
St SW 188th St SW
188th St Sw
188th St SW
PI Sw
0 189th PI Sw
77
6
D
o
t PI SW
op
' 91" Pi SN
Q
$terju ParA:
n
v
191 St St SW
F �
1921d St SW
6410
^ St >
2nd
W
Sierra Dr
4
192,d P1 Sw
F
4
193,d PI SW 19_
19<th St SW
3
3
>
' 1940
L
s
L
D
W
C
F
m
W
1951
19 th St SW su
s:a
su
f•SY
PROJECT
LOCATION
N
VICINITY PLAN:
SCALE: NOT TO SCALE
SITE LOT AREA
LOT AREA:
(0.46
ACRES)
20,000
S.F.
DOOR SCHEDULE (MFR & MODEL OR EQUAL)
IDEN
TYPE
DOOR SIZE
ROUGH OPENING
MATERIAL
QUANTITY
TOTAL
AREA
U- FACTO R
(MIN OR BETTER
NFRC-CERTIFIED)
MFR
NOTES
WIDTH
HEIGHT
WIDTH
HEIGHT
D01
SINGLE PANEL
3'-0"
6'-8"
3'-2"
6'-10"
FIBERGLASS WOODCLAD
1
20.00
0.28
TBD
(ENERGY CREDIT OPTION 1.3)
D02
SINGLE PANEL
2'-6"
6'-8"
2'-81)
6'-10"
WOOD
3
-
-
TBD
D03
PAIRED BI-FOLD
6'-0"
6'-81)
6'-1"
6'-10"
WOOD
1
-
-
TBD
D04
PAIRED FRENCH
5-0"
6'-8"
5'-21)
6'-10"
WOOD
1
-
-
TBD
D05
SINGLE PANEL
2'-10"
6'-81)
3'-01)
6'-10"
WOOD
1
-
-
TBD
NOTES:
(1)
FINISH
FLOOR
4'-0$)
O
e
3'-0"
o
e
IDEN
TYPE
MATERIAL
SIZE
WIDTH
HEIGHT
W01
SLIDER
VINYL
4'-0$$
4'-0"
W02
SINGLE HUNG
VINYL
3'-0"
3'-0'$
W03
SLIDER
VINYL
5-0"
4'-0'$
W02
AWNING
VINYL
4'-0"
2'-0'$
5-0"
4'-0"
N / \
O
T
FINISH
SPECIFICATION:
(A)
FLOOR
S
e
WINDOW SCHEDULE (MFR & MODEL OR EQUAL)
ROUGH OPENING TOTAL
WIDTH HEIGHT QUANTITY AREA SPEC
4'-0" 4'-0" 4 64.00 SF (A)
DESCRIPTION
3'-0"
3'-0"
1
9.00
SF
(A)
5-0"
4'-0"
1
20.00
SF
(A)
4'-0)$
2'-0"
1
8.00
SF
(A)
OBSCURED & SAFETY GLAZING
TOTAL QUANTITY 7 101.00 SF TOTAL AREA (SQUARE FEET)
NOTES: SPECIFICATION:
(1) (A) ALL GLAZING TO HAVE U-FACTOR = 0.28 MAX OR BETTER; NFRC-CERTIFIED (ENERGY CREDIT OPTION 1.3)
PROJECT CONTACT INFORMATION:
OWNER:
Trevor & Jessica Peterson
8410 192nd St SW
Edmonds, WA 98026
DESIGNER:
Calvin Tam
10040 Sand Point Way NE
Seattle, WA 98125
PROJECT PROPERTY INFORMATION:
PROJECT ADDRESS:
8410 192nd St SW
Edmonds, WA 98026
LEGAL DESCRIPTION:
SEC 18 TWP 27 RGE 04RT-19C-5) S 100 FT OF N 130 FT OF W 200 FT OF E 220 FT OF E1/2 NE1/4
SE1 /4 SW4
ASSESSOR'S TAX NUMBER:
27041800306900
LAND USE ZONE:
RS-10
PROJECT DESCRIPTION:
INTERIOR ALTERATION TO EXISTING SINGLE FAMILY RESIDENCE TO CONVERT EXISTING ATTACHED GARAGE &
UTILITY AREA INTO LIVING SPACE.
CODE INFORMATION:
APPLICABLE CODES (AS AMENDED BY WA STATE, SNOHOMISH COUNTY & LOCAL JURISDICTION):
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 NATIONAL ELECTRICAL CODE
2018 UNIFORM PLUMBING CODE (UPC)
MECHANICAL CODE PER 2018
WASHINGTON STATE ENERGY CODE, 2018 EDITION (WSEC)
WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, 2018 EDITION (VIAQ)
OCCUPANCY: GROUP R-3 (SINGLE-FAMILY RESIDENTIAL)
NOTE:
ELECTRICAL PLAN AND SYSTEM TO BE DESIGNED BY INSTALLING CONTRACTOR AND SHALL CONFORM
TO ALL APPLICABLE CODES & REGULATIONS.
PLUMBING PLAN AND SYSTEM TO BE DESIGNED BY INSTALLING CONTRACTOR AND SHALL CONFORM TO
ALL APPLICABLE CODES & REGULATIONS.
HEATING & MECHANICAL VENTILATION SYSTEM TO BE DESIGNED BY INSTALLING CONTRACTOR AND
SHALL CONFORM TO ALL APPLICABLE CODES & REGULATIONS.
ELECTRICAL, PLUMBING & MECHANICAL TO BE UNDER SEPARATE PERMIT SUBMITTAL.
PROJECT SQUARE FOOTAGES:
EXISTING RESIDENCE
(E) MAIN FLOOR LIVING AREA:
(E) ATTACHED GARAGE & UTILITY AREA (UNFINISHED SPACE):
EXISTING TOTAL LIVING AREA:
TOTAL EXISTING RESIDENCE & PROPOSED CONVERSION
(E) MAIN FLOOR LIVING AREA:
(E) CONVERT GARAGE & UTILITY FLOOR AREA TO LIVING SPACE:
PROPOSED TOTAL LIVING AREA:
INDEX OF DRAWINGS:
T1.0
A1.0
A2.0
A3.0
2,048 SF
485 SF
2,821 SF
2,048 SF
485 SF
2,533 SF
GENEKAL IWORMAIIUN, SHE PLAN & ABBKEVIAIIUNS ALL WORK SUBJECT
SECTION & DETAILS TO FIELD
DEMO PLAN & DETAILS INSPECTION FOR
FRAMING PLAN & DETAILS CODE COMPLIANCE
FLOOR PLAN & DETAILS
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
City
Of Edmonds
B❑ilding De❑artment
Woru
------------------------------------------------------
GARAGE CONVERSION
--------------------------------------------------
Address
--------------------------------------------------
8410 192ND ST SW
------------------
Ou ner
-------------------
PETERSON
A uu roved Date
9 ❑ 01 112021
Building Official
W. c0fALa_xc
----
------------------------------------------
Perm it N-1muer
BLD2021-1099
-------------------
TAM Design
10040 Sand Point Way NE
Seattle, WA 98125
calvint006@gmail.com
Peterson
Interior Garage
Alteration
8410 192nd St SW
Edmonds, WA 98026
Permit
Set
Date: Description:
08/09/21 Permit Intake
Project No.: 2150.00
Drawn:
RECEIVED
Aug 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GENERAL
INFORMATION,
SITE PLAN &
ABBREVIATIONS
Sheet No:
T1,0
TAM Design
10040 Sand Point Way NE
Seattle, WA 98125
calvint006@gmail.com
Hb
PEf
INS
PEE
FRF
PEE
SILL
CAS
INSI
PEF
HEAD DETAIL
SCALE: 3"=1 '-0"
JAMB DETAIL
SCALE: 3"=1 '-O"
WALL ASSEMBLY
PER PLAN
SHEET METAL
HEAD FLASHING
20" CLEAR
OPENING
c�
MINIMUM REQUIRED
z ^
NET CLEAR
a- o S
OPENING AREA IS
o w
5.7 S.F.
Q 2 w
J I0 C:)
�
OPENINGS AT THE
U
_ CD
GRADE FLOOR MAY
BE REDUCED TO
5 S.F.
CD
z
MINIMUM SIZE
=
WINDOW FOR 20"
z o
CLEAR WIDTH
w
ry
::5Q
O w
y
U
X o
Q
:2i rr,
0
�o
�__j
34" CLEAR OPENING
(30" IF ON
ol GRADE FLOOR)
i
MINIMUM SIZE
WINDOW
FOR 24" CLEAR
HEIGHT
Q�
J z
c� z
w
n
'to
N
FINISH FLOOR
BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL NOT HAVE
LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE
BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE
JOINT SEALANT AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A
PUBLIC WAY, OR TO A COURT OR YARD THAT OPENS TO A PUBLIC WAY.
WALL ASSEMBLY
PER PLAN
JOINT SEALANT
WINDOW
WINDOW
JOINT SEALANT
WALL ASSEMBLY
PER PLAN
MINIMUM RESIDENTIAL EMERGENCY
EGRESS OPENING REQUIREMENTS
SCALE: 1 /2"=1'-O"
FLASHING @ HEAD
OVERLAP
STEP #1 STEP #2
FLASHING OF EXTERIOR WALL OPENINGS:
WINDC
SCHE[
(E)
DRIV
JAMB
FLASHING
n1 vvOW
FRAME
` ' INSULATION, TYP ON GRADE IINJULHIIUIN
2
A3.0
FLASHING
UNDER BLDG
PAPER
� FLASHING
OVER BLDG
PAPER
STEP 3
INDIVIDUALLY FLASH ALL EXTERIOR OPENINGS FOR FIXTURE
SUCH
AS WINDOWS, DOORS, AND VENTS TO MAKE
THEM WATERRPROOF. FLASHING MATERIAL SHALL BE MOISTOP BY
MANFUL. SEALANT SHALL BE COMPATIBLE AND
APPROVED BY MANFUL. IN HIGH WIND AREAS W.R. GRACE
ICE &
WATER SHIELD SHALL BE
USED, OVER SOLID
BACKING. FLASHING MATERIAL AT LEAST 9" WIDE SHALL BE
APPLIED IN A WEATHER BOARD
FASHION, BEGINNING
WITH THE SILL WITH A STRIP LONG ENOUGH TO PROJECT
BEYOND
THE JAMB FLASHING TO
BE APPLIED. THE
TWO JAMB FLASHING ARE THEN APPLIED WITH SUFFICIENT
LENGTH
TO EXTEND BEYOND THE
SILL FLASHING, AND
WITH THE SAME DISTANCE AT THE TOP.
FOR FIXTURES WITHOUT NAIL —ON FLANGES, THE FLASHING SHALL BE 12" MIN. WIDTH AND EXTEND INTO THE
ROUGH FRAME AT THE SILL AND JAMB.
FOR NAIL —ON FLANGE FIXTURE, INSTALL BY PRESSING FLANGE POSITIVELY INTO A CONTINUOUS BEAD OF
SEALANT WHICH EXTENDS AROUND THE BOTTOM AND SIDES OF THE FIXTURE.
APPLY THE TOP HORIZONTAL FLASHING LAST, WITH SUFFICIENT LENGTH TO EXTEND BEYOND THE JAMB
FLASHING.
OVERLAP AND SEAL AGAINST THE THE TOP NAILING FLANGE OR G.S.M. HEAD FLASHING WITH A CONTINUOUS
BEAD OF SEALANT.
APPLY REMAINING WALL SHEATHING PAPER IN A WEATHERBOARD FASHION WITH THE SILL FLASHING LAPPING
OVER THE TOP AND THE HEAD AND JAMB FLASHING BELOW.
BUILDING SECTION
SCALE: 1 /2"=1 '-O"
Tin � Tnr n n�.
1 1 /4" MIN
AT OUTSIDE OF STAIR
r1
TYPICAL HANDRAIL DETAIL
SCALE: NTS
HANDRAIL AND GUARDRAILS SHALL BE CONSTRUCTED AS FOLLOWS:
GUARDRAILS SHALL NOT BE LESS THAN 36" IN HEIGHT. HANDRAILS
SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT
ABOVE THE STAIR NOSING.
x
Q
OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL
PATTERN SUCH AS A 4" DIAMETER SPHERE CANNOT PASS
`n THROUGH.
THE TRIANGULAR OPENINGS AT STAIR TREAD, RISER & BOTTOM
SHALL BE SUCH AS A 6" DIAMETER SPHERE CANNOT PASS
THROUGH.
THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD
OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE
TOP RAIL.
THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THE
BUILDING CODE AND IS ONLY AN AID FOR CONSTRUCTION
1 1 /2" MIN
RETURN TO
WHERE SHC
SEE PLAN
C PLAN
NOTE: HANDRAIL & INSTALLATION SHALL
MEET THE REQTS OF THE 2018 IRC. FOR
SPECIFIC CODE REQTS FOR GUARD &
HANDRAILS SEE DETAILS THIS PAGE
NOTE: HANDRAIL & INSTALLATION SHALL
MEET THE REQTS OF THE 2018 IRC.
200 LBS ANY
DIRECTION ANY
LOCATION
6" SPHERE MAY NOT
PASS THROUGH
J z
4" SPHERE MAY NOT
PASS THROUGH
w
Of
0
0-1
0
Peterson
Interior Garage
Alteration
8410 192nd St SW
Edmonds, WA 98026
Permit
Set
Date: Description:
08/09/21 Permit Intake
Project No.: 2150.00
Drawn:
RECEIVED
Aug 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SECTION
DETAILS
Sheet No:
SILL DETAIL
SCALE: 3"=1 '-O"
TYPICAL WINDOW OPENING FLASHING REQUIREMENTS
SCALE: NOT TO SCALE
TYPICAL INTERIOR TREAD RISER DETAIL
SCALE: NTS
TYPICAL HANDRAIL /GUARDRAIL DETAIL
SCALE: NTS
TAM Design
10040 Sand Point Way NE
Seattle, WA 98125
calvint006@gmail.com
IN
MAIN
ENTRY
--- ---------------------------------------♦
4'-0" ol 5'-0" 3'-0"
10 NEW
NEW WINDOW REMOVE (E) NEW WINDOW REMOVE (E) WINDOW
OPENING WINDOW OPENING WINDOW OPENING
I
I
I
I
I
I
I
I
REMOVE (E)
WINDOWS,
PREP FOR
NEW DOOR
I
I
I
I
I
I
I
I
I
I
I
I
I
I
REMOVE (E)
WINDOWS
I
I
I
I
I
I
I
I
I
I
I
I
MAIN FLOOR EXISTING & DEMO PLAN
SCALE: 1 /4"=1 '-0"
AREA OF WORK
0
NORTH
0 5 10
GRAPHIC SCALE
LEGEND
(E) 2x WALL CONSTRUCTION.
EXISTING CONSTRUCTION TO BE REMOVED.
(E) 2x WALL CONSTRUCTION. FIELD VERIFY THICKNESS AND
ADDED FURRING TO MEETING R-21 INSULATION VALUE.
� 2x6 EXTERIOR WALL CONSTRUCTION (W/ R-21 INSULATION).
� 2x4 INTERIOR WALL CONSTRUCTION.
(E) DOOR TO
BE SALVAGED
OR REMOVED
(E) DOOR
TO REMAIN
NEW OR
RELOCATED
DOOR
x SMOKE DETECTOR (IRC - SECTION R314)
SD
X CARBON MONOXIDE DETECTOR (IRC - SECTION R315)
CMD
EXHAUST FANS: MIN. 50 CFM FOR BATHROOM AND LAUNDRY;
MIN. 100 CFM FOR KITCHEN, WITH DIRECT VENT TO EXTERIOR
Peterson
Interior Garage
Alteration
8410 192nd St SW
Edmonds, WA 98026
Permit
Set
Date: Description:
08/09/21 Permit Intake
Project No.: 2150.00
Drawn:
RECEIVED
Aug 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DEMO PLAN
DETAILS
Sheet No:
(E) INDICATES EXISTING FIXTURE
Anchor bolts to be installed as per sections
403.1.6 and 403.1.6.1 of 2018 IRC
INC LANDING
D STEPS
C
LJ urti\imu
MAIN
ENTRY
3/4" FLOOR -
SHEATHING
4x6 PTW CURB
2" MIN
TO CONIC
(E) CONIC SLAB
DRIVEWAY
MAIN FLOOR FRAMING PLAN
SCALE: 1 /4"=1 '-0"
WALL ASSEMBLY
PER PLAN
FINISH FLOOR PER
OWNER
In
2x PTW LUMBER @
24" OC MAX RIPPED
TO MATCH SLOPE OF
SLAB, TYP
RIGID
INSULATION
PER PLAN
(E) SLAB ON
GRADE
1 /2"x6.5" SCREW
ANCHORS @ 6 FT OC
MAX WITH 3" 0 x0.25"
PLATE WASHERS
4'-0" 1'-0"
TYP
CAST IN P LAC E
CONCRETE
—--—— — — — — ——
—•�--
I
o I #4 REBAR @ 12"
• BOTH DIRECTIONS, I •
TYP
lo
#4 REBAR
@ NOSING
�I1� MAX Q
oQ�
LLJ
LL
FINISH
GRADE
0
NORTH
0 5 10
GRAPHIC SCALE
MAIN FLOOR FRAMING PLAN NOTES:
A. FLOOR FRAMING — MEMBER SIZE AND SPACING PER PLAN.
B. SUBFLOOR DECKING TO BE 3/4" T&G PLYWOOD WITH 48/24 SPAN
RATING.
C. LUMBER IN CONTACT WITH CONCRETE TO BE PRESERVATIVE TREATED
WOOD.
D. ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL.
REQUIREMENTS
1. GLUE AND NAIL SUBFLOOR DECKING TO SLEEPERS.
2. R-10 RIGID INSULATION @ ALL SLEEPER SPACES.
3. PROVIDE SOLID BLOCKING AT ALL BEARING.
TAM Design
10040 Sand Point Way NE
Seattle, WA 98125
calvint006@gmail.com
Peterson
Interior Garage
Alteration
8410 192nd St SW
Edmonds, WA 98026
Permit
Set
Date: Description:
08/09/21 Permit Intake
Project No.: 2150.00
Drawn:
RECEIVED
Aug 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FRAMING PLAN
�C
DETAILS
Sheet No:
A300
DETAIL
SCALE: 1-1 /2"=1 ' -0"
DETAIL
SCALE: 3/4"=1 '-0"
WHOLE HOUSE MECHANICAL VENTILATION (M1505.4):
EACH DWELLING UNIT SHALL BE EQUIPPED WITH A VENTILATION SYSTEM. THE WHOLE —HOUSE
MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS
M1505.4.1 THROUGH M1505.4.4.
M1505.4.1 SYSTEM DESIGN
THE WHOLE —HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY FANS,
ONE OR MORE EXHAUST FANS, OR AN ERV/HRV WITH INTEGRAL FANS, ASSOCIATED DUCTS
AND CONTROLS. WHOLE —HOUSE MECHANICAL VENTILATION SYSTEM WITH SUPPLY AND
EXHAUST FANS PER SECTIONS M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, AND M1505.4.1.5.
LOCAL EXHAUST FANS ARE PERMITTED TO SERVE AS PART OF THE WHOLE —HOUSE
VENTILATION SYSTEM WHEN PROVIDED WITH THE PROPER CONTROLS PER SECTION M1505.4.2.
THE SYSTEMS SHALL BE DESIGNED AND INSTALLED TO EXHAUST AND/OR SUPPLY THE
MINIMUM OUTDOOR AIRFLOW RATES PER SECTION M1505.4.3 AS MODIFIED BY THE
WHOLE —HOUSE VENTILATION SYSTEM COEFFICIENTS IN SECTION M1504.5.3.1 WHERE
APPLICABLE. THE WHOLE —HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY AT
THE MINIMUM VENTILATION RATE DETERMINED PER SECTION M1505.4.2 UNLESS CONFIGURED
WITH INTERMITTENT OFF CONTROLS PER SECTION M1505.4.3.2.
M1505.4.2 SYSTEM CONTROLS
1. THE WHOLE —HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH
CONTROLS THAT COMPLY WITH THE FOLLOWING:
2. THE WHOLE —HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL
SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE
VENTILATION SYSTEM THAT ARE READILY ACCESSIBLE BY THE OCCUPANT; WHOLE —HOUSE
MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE
MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR
OUTDOOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL
INDICATING THEIR FUNCTION. RECOMMENDED CONTROL PERMANENT LABELING TO INCLUDE
TEXT SIMILAR TO THE FOLLOWING: "LEAVE ON UNLESS OUTDOOR AIR QUALITY IS VERY
POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT;
3. WHOLE —HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE
CONTINUOUSLY EXCEPT WHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED
PER SECTION M1505.4.3.2.
M1505.4.3 MECHANICAL
VENTILATION RATE
THE WHOLEHOUSE MECHANICAL
VENTILATION SYSTEM SHALL
PROVIDE OUTDOOR AIR
AT A
CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH
TABLE M1505.4.3(1) OR
EQUATION
15-1. VENTILATION
RATE IN CUBIC FEET PER MINUTE =
(0.01 x TOTAL SQUARE
FOOT
AREA OF HOUSE) +
[7.5 x (NUMBER OF BEDROOMS +
1)] BUT NOT LESS THAN
30 CFM
FOR EACH DWELLING
UNIT.
TABLE M1505.4.3(1)
CONTINUOUS WHOLE —HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
DWELLING UNIT
FLOOR AREA
(SQUARE FEET)
NUMBER OF BEDROOMS
0-1
2
3
1 4
5 OR MORE
AIRFLOW IN CFM
< 500
30
30
35
45
50
501-1,000
30
35
40
50
55
1,001-1,500
30
40
45
55
60
1,501-2,000
35
45
50
60
65
2,001-2,500
40
50
55
65
70
2,501-3,000
45
55
60
70
75
3,001-3,500
50
60
65
75
80
3,501-4,000
55
65
70
80
85
4,001-4,500
60
70
75
85
90
4,501-5,000
65
75
80
90
95
For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s.
TABLE M1505.4.3(2)
SYSTEM COEFFICIENT CsYSTEM)
SYSTEM TYPE
DISTRIBUTED
NOT DISTRIBUTED
BALANCE
1.0
1.25
NOT BALANCED
1.25
1.5
TABLE M1505.4.3(3)
INTERMITTENT WHOLE —HOUSE MECHANICAL VENTILATION RATE FACTORS b
RUN—TIME PERCENTAGE IN EACH
50%
66%
75%
100%
4—HOUR SEGMENT
FACTOR°
2
1.5
1.3
1.0
a. For ventilation system run time values between those given, the factors
are permitted to be determined by interpolation.
b. Extrapolation beyond the table is prohibited.
M1505.4.4 LOCAL EXHAUST RATES
LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE
MINIMUM AIRFLOW RATE DETERMINED IN ACCORDANCE WITH TABLE M1505.4.4(1). IF THE
LOCAL EXHAUST FAN IS INCLUDED IN THE WHOLE —HOUSE VENTILATION SYSTEM, IN
ACCORDANCE WITH SECTION 1505.4.1, THEN THE EXHAUST FAN SHALL BE CONTROLLED TO
OPERATE AS SPECIFIED IN SECTION M1505.4.2.
TABLE M1505.4.4(1)
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE— AND TWO—FAMILY DWELLINGS
AREA TO BE EXHAUSTED
EXHAUST RATES
INTERMITTENT
CONTINUOUS
KITCHEN
100 CFM
30 CFM
BATHROOM — TOILET ROOMS
50 CFM
20 CFM
NOTE: REFER TO TABLE M1505.4.4.(2) FOR PRESCRIPTIVE EXHAUST DUCT SIZING.
CONIC
LANDING
AND STEPS
u
MAIN (E) CONICDRIVEWAY
ENTRY
MAIN FLOOR CONSTRUCTION PLAN
SCALE: 1 /4"=1 '—O"
MAIN FLOOR FRAMING PLAN NOTES:
MATERIALS
A. ALL NEW EXTERIOR WALLS TO BE 2x6 STUDS @ 16" OC.
B. ALL EXISTING EXTERIOR WALLS ARE 2x4 STUDS @ 16" OC.
C. ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL.
D. WALL SHEATHING TO BE 1 /2" PLYWOOD WITH SPAN RATING OF 24/16.
E. ALL HDR TO BE DOUGLAS—FIR #2.
REQUIREMENTS
1. PROVIDE FIREBLOCKING PER SECTION R602.8.
0
NORTH
0 5 10
GRAPHIC SCALE
LEGEND
(E) 2x WALL CONSTRUCTION.
EXISTING CONSTRUCTION TO BE REMOVED.
(E) 2x WALL CONSTRUCTION. FIELD VERIFY THICKNESS AND
ADDED FURRING TO MEETING R-21 INSULATION VALUE.
2x6 EXTERIOR WALL CONSTRUCTION (W/ R-21 INSULATION).
2x4 INTERIOR WALL CONSTRUCTION.
(E) DOOR TO
BE SALVAGED
OR REMOVED
(E) DOOR
TO REMAIN
NEW OR
RELOCATED
DOOR
X SMOKE DETECTOR (IRC — SECTION R314)
SD
X CARBON MONOXIDE DETECTOR (IRC — SECTION R315)
CMD
EXHAUST FANS: MIN. 50 CFM FOR BATHROOM AND LAUNDRY;
MIN. 100 CFM FOR KITCHEN, WITH DIRECT VENT TO EXTERIOR
TAM Design
10040 Sand Point Way NE
Seattle, WA 98125
calvint006@gmail.com
Peterson
Interior Garage
Alteration
8410 192nd St SW
Edmonds, WA 98026
Permit
Set
Date: Description:
08/09/21 Permit Intake
Project No.: 2150.00
Drawn:
RECEIVED
Aug 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FLOOR PLAN
DETAILS
Sheet No:
(E) INDICATES EXISTING FIXTURE
MEA C-11)