APPROVED ORIGINAL BLD BLD2021-0552+Architectural_Plan+4.16.2021_2.28.38_AM+2148998SITE PLAN
W
101
E
8 4 0 8 16
SCALE IN FEET
SCALE: 1/8" = 1'
o00
S
21 TH ST00
=
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216TH
217TH 7 SW
�PROJECT
218TH S SW
LOCATION
N
VICINITY MAP
SCALE: N.T.S.
PARCEL DATA
PARCEL #
00561000000600
ADDRESS
9033 217TH ST SW, EDMONDS, WA
98026
LOT SIZE
9, 583 SF
LIVING SPACE
984 SF
ATTACHED GARAGE
312 SF
QUARTER —SECTION
—TOWNSHIP—RANGE
N/A
CONVERTING THIS
PORTION OF THE
GARAGE INTO APPROX.
308ft2 OF LIVING SPACE
PROPERTY LINE
:T SCOPE:
)sed project entails:
everting an existing garage into a
ig space. Adding approx. 312ft2 to
sting living space.
=NERAL NOTES:
ALL DIMENSIONS TO BE
CORROBORATED BY THE
CONSTRUCTION PROFESSIONAL.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
'm ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . ■ . r
Interconnected Smoke Alarms Are A Requirement;
Of This Permit In Accordance With R314.2.2
..............................................
Gity Of Edmonds
Building Department
GARAGE CONVERSION
9033 217TH ST SW
--------------------------
-------------------------
KALAPACA
Approved Date
Building Official ErU Cam'
Permit Number BLD2021-0552
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MARY QUINN
DATE
APRIL 2021
SCALE
F.
STAMP
IW_Q"
II
NEW WALL AND CEILING �I Interconnected Smoke Alarms Are A Requirement ;
INSULATION PER GENERAL 11
NOTES. 11 Of This Permit In Accordance With R314.2.2
1/4 P) = 1 '
GENERAL NOTES:
1. EMERGENCY EGRESS WINDOWS SHALL HAVE A MIN. OF 20" IN WIDTH,
24" MIN. HEIGHT AND 5.7 S.F. MIN. OPENING.
2. EGRESS WINDOWS SHALL OPEN 90 DEGREES MINIMUM.
3. ALL GLAZING IN WINDOWS, DOORS AND PANELS WITHIN 24" OF
DOOR SWING SHALL BE SAFETY GLAZING.
4. ENERGY EFFICIENCY REQUIREMENTS STIPULATED IN THE
WASHINGTON STATE ENERGY CODE WILL BE SATISFIED BY:
4. a. NEW WINDOWS AND DOORS GRAZING SHALL HAVE A U-FACTOR
OF 0.3 OR BETTER.
4.c. EXTERIOR WALLS SHALL HAVE AN R-VALUE OF 21 OR BETTER
WITH HEADERS INSULATED WITH R-10 OR BETTER.
4.d. EXISTING SLABS SHALL HAVE A CONTINUOUS R-VALUE OF 7.5
OVER THEM.
4.b. NEW CEILINGS SHALL HAVE AN R-VALUE OF 49 OR BETTER.
4.c. NEW FLOORS SHALL HAVE AN R-VALUE OF 30 OR BETTER.
5. THE EXISTING HEATING SYSTEM MUST HAVE A MINIMUM CAPACITY OF
41,000 Btu/hr. THE SYSTEM MUST COMPLY WITH C403.2(2) OR
C403.2(4).
6. THE EXISTING WHOLE HOUSE VENTING SYSTEM MUST HAVE A
MINIMUM RATE OF 45 CFM.
TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION
SYSTEM AIRFLOW RATE REQUIREMENTS
DWELLING UNIT
FLOOR AREA
(square feet)
NUMBER OF BEDROOMS
0-1
2-3
4-5
6-7
>7
Airflow in CFM
= 1,500
30
45
60
75
90
1,501 -3,000
45
60
75
90
105
3,001 - 4,500
60
75
90
105
120
4,501 -6,000
75
90
105
120
135
6,001 - 7,500
90
105
120
135
150
> 7,500
105
120
135
150
165
Existing
Component
U-Factor
Area/Length
UA
Glazing & Doors
0.3
160
48.0
Skylights
0.5
0
0.0
Attic
0.036
984
35.4
Single Rafter or Joist Vaulted Ceilings
-
0
0.0
Walls Above Grade
0.088
640
56.3
Floors
0.134
984
131.9
Walls Below Grade
0.331
266
88.0
Slab Below Grade
-
0
0.0
Slab on Grade
-
0
0.0
Total
Floor Area =
Wall Height =
AT =
Heating Type =
Heat Load =
Air Leakage =
Max. Heat Load Required =
359.6
984 ft'
8 ft
46 °
Forced Air Furnace- C403.2(4)
16543.72 Btu/hr
3910.81 Btu/hr
31499.97 Btu/hr
New
Component
U-Factor
Area/Length
UA
Glazing & Doors
0.3
48
14.4
Skylights
0.5
0
0.0
Attic
0.026
308
8.0
Single Rafter or Joist Vaulted Ceilings
-
0
0.0
Walls Above Grade
0.056
329
18.4
Floors
0.134
308
41.3
Walls Below Grade
-
0
0.0
Slab Below Grade
-
0
0.0
Slab on Grade
0.36
50
18.0
Total
Floor Area =
Wall Height =
AT =
Heating Type =
Heat Load =
Air Leakage =
Max. Heat Load Required =
100.1
308 ft2
8 ft
46
Forced Air Furnace - C403.2(4)
4604.784 Btu/hr
1224.115 Btu/hr
8976.505 Btu/hr
Total = 40476.47 Btu/hr
WALL LEGEND
EXISTING EXTERIOR WALLS TO REMAIN
EXISTING INTERIOR WALLS TO REMAIN
WINDOW SCHEDULE
MARK
SIZE
MATERIAL
VALUE
REMARKS
O6
-0 X4'-0"
I IL
-
-
DOOR SCHEDULE
MARK
SIZE
THICK
MATERIAL
FRAME
REMARKS
3'-0"X6'-8"
1 3/4"
WOOD
WOOD
-
(D
3'-0"X6'-8"
1 3/4"
WOOD
WOOD
POCKET DOOR
SMOKE DETECTORS
INSTALL SMOKE DETECTORS WHERE INDICATED. ALL SMOKE
LSD
DETECTORS MUST BE POWERED BY THE HOME'S ELECTRICAL
SYSTEM WITH A BATTERY BACKUP AND INTERCONNECTED PER
P31 4,
CARBON MONOXIDE ALARMS
INSTALL CARBON MONOXIDE ALARMS WHERE INDICATED.
ACM
4 2 0 4 8
SCALE IN FEET
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DRAWING
MARY QUINN
DATE
APRIL 2021
SCALE
T
56148
STAMP
2�1 `4
S - 2
F-----Z---- ---7---- — — — — — — — — �----
I�.
I
\---L---- I I
r------
NEW
INTERIOR PARTITION
L--------------- �I I I I I I I I
' '.
WALL PER #3 S-3
HIP ROOF
I 1 I
-----------------'�. I ' I ' I I
r-----------------------
ADD NEW 2%4" CEILING
NEW 2%4" DF—L
CS20 WITH 7 8d ON
CS20 WITH 7 8d ON
JOISTS FACE NAILED TO
______________ _______
----- ---- . I
`., ;
LEDGER SCREWED INTO
EACH END TOP
EACH END TOP
RAFTERS WITH 4 —16 d
L------ ------------------------------ ���
`
TOP PLATE OF GABLE
PLATE TO HEADER
PLATE TO HEADER
SCALE IN FEET
COMMON AND TOENAILED TO
r------i
WALL WITH �%3" SIDS
------------------------------------�{ i
4
LEDGER WITH 4-10d BOX
�,,;
SCREWS @ 12"O.C•
TOENAIL WITH 2-10d
L----------------------------------------
I 8
STAGGERED
Box ON EACH SIDE
I �I
I , I
2"x_ STUDS AND
GENERAL NOTES:
ADD 2"x2" STRIPS TO
----- ----------------------------------
I I
I
PLATES TO MATCH
16" APA RATED OSB OR
I ;
EXISTING
PLYWOOD WITH Bd
EXISTING 2 " x 4" STUDS
; --- ------------------------------- ; ';
NAILS @ 6" ON
1. ALL DIMENSIONS TO BE
WITH 10d BOX @ 12"O.C.
�______ _ �' _________________________{ I
, I
GABLE ROOF
EXTERIOR
TO EXTEND CAVITIES AND
CORROBORATED BY THE
FIT R-21 INSULATION
Ir
,,%�
2"x2" STRIP TO
PROFESSIONAL.
---------------------,CONSTRUCTION
INCREASE CAVITY SIZE
i______ ___________ %� i i i i I i I
AND FIT R— 21 B A TT
INSULATION
I it I I I I I I I I
�I 11 1 1 1 1 1
UNDERLAYMENT AND
------ -' ' ' '
SIDING ON EXTERIOR
SIDE
, I
`,---1----1----1----1--—1----1----1—----------
GYPSUM BOARD
WITH 5d COOLER
TOENAIL WITH 2-10d
NEW 4%8" DOUGLAS
FIR
NAILS @ 6"
Box ON EACH SIDE
NO.2 HEADER PER
#2 S-3
2" TITEN HD ANCHORS @ 32"
NEW SECTION OF EXTERIOR
O.C. (OR 2 MIN.) EMBEDDED 4"
WALL PER #1 S-3
MIN, WITH EPDXY
ROOF FRAMING
PLAN,
1/4 it = is
1
EXTERIOR WALL
r---------------------
Thermal break
required at slab
TOP PLATE SPLICE WITH
perimeter ;
2x_ TOP PLATE
2x STUDS
@ 24"O.C.
3"x6" 20 GA. STEEL
JOIST/TRUSSES
---------------------"
5d COOLER NAILS @ 6"O.C.
PLATE WITH 4-8d ON
FIELD AND EDGE NAILING
EACH SIDE
STC
TRUSS CLIP
1 'x4" PT FURRING=========
=================_�� 8' OSB OR PLYWOOD SUBFLOOR
T IPS
R@
TOP PLATE CONTINUOUS
@ 16"O.0 .
WIITIHE
5dCOOLERl NAILSNG
12"
OVER OPENING
°
a
d a a HIGH DENSITY POLYETHYLENE
CONTINUOUS
a DIMPLE MAT WITH SEEMS TAPED
CRIPPLE WALL WHERE NEEDED
R-7.5 RIGID
AND PERIMETER AIR SEALED
8d @ 6"O.C. FACE NAIL
USE 2"x_ STUDS TO MATCH
FOAM INSULATION
WITH MASTIC
TOP PLATE TO TOP
WALL STUDS SIZE AND
SPACING
SLAB ON GRADE
_
_
PLATE
II
HEADER
4-16d FACE NAILED
=III=III=III=III=III=III=III=
4-8d TOE
CS20 WITH 7-8d
USE 2 FULL HEIGHT
STUDS FACE NAILED
NAILS
ON EACH END
WITH 16d@6" FOR
OPENINGS BIGGER
OPENING
THAN 5-0"
8d @ 6" O.C.
STAGGERED
2"x KING STUD
2"x— JACK STUD
4
SLAB INSULATION
R15 BATT
8d TOENAILING
INSULATION
WHERE CRIPPLE WALL NEEDED
USE 2"x_ STUDS TO MATCH
WALL STUDS SIZE AND
SPACING
OFFICIAL USE BY PERMIT AGENCY
8d TOENAILING
a
d
d
d
ad
a a
4
a g
2" GYPSUM BOARD
4"x34"
CONCRETE SCREWS
BOTH SIDES
WITH 1"
WASHERS @ 48"O.C.
BLD2021-0552
2
EXTERIOR WALL OPENING
3
INTERIOR PARTITION WALL
ARIEL FELIPE IRIZA Y, PE
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DRAWiN�,
MARY QUINN
DATF
APRIL 2021
SCA_E
1 /4-1'-0"
F.
A
56148 -
STAMP
3 `4
S-31
STRUCTURAL NOTES AND SPECIFICATIONS:
1. THE EXISTING STRUCTURE, TO OUR KNOWLEDGE, COMPLIES WITH THE APPLICABLE BUILDING CODE
REQUIREMENTS AS DETAILED DURING ORIGINAL CONSTRUCTION. IF STRUCTURAL DEVIATIONS ARE
FOUND WHEN WORK IS PERFORMED, THE CONTRACTOR AND/OR HOMEOWNER SHALL CONTACT
MODERNO ENGINEERING TO ADDRESS ANY STRUCTURAL DEFICIENCIES.
2. ALL DIMENSIONS ARE APPROXIMATE AND SHOULD BE CORROBORATED BY THE BUILDING
PROFESSIONAL.
3. UNLESS OTHERWISE NOTED, ALL DIMENSIONAL LUMBER USED FOR JACK STUDS, KING STUDS AND
COLUMNS OR ANY OTHER FLOOR OR ROOF FRAMING MEMBER SHALL BE AT LEAST VISUALLY
GRADED "NO. 2 DOUGLAS FIR".
4. UNLESS OTHERWISE NOTED, ALL DIMENSIONAL LUMBER USED FOR WALL FRAMING SHALL BE AT
LEAST VISUALLY GRADED "NO. 2 DOUGLAS FIR".
5. ANY FRAMING MEMBER TO BE USED IN DIRECT CONTACT WITH CONCRETE, IN CONTACT WITH THE
GROUND OR IN A HIGH MOISTURE CONDITION (MC > 19%) SHALL BE "APPROVED
PRESSURE -PRESERVATIVE -TREATED WOOD" IN ACCORDANCE TO AWPA U1. THE SPECIES OF THE
MEMBER SHALL BE "HEM FIR".
6. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE
TREATED IN ACCORDANCE WITH AWPA M4.
7. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL
CODE 2015 AND ALL APPLICABLE FEDERAL AND STATE CODES, STANDARDS, REGULATIONS AND
LAWS.
8. ANY DETAILS SPECIFIED THAT ARE NOT LABELED WITH "NEW" OR "EXISTING" SHALL BE VERIFIED BY
THE CONTRACTOR AND ADDED AS NEW IF IT DOES NOT CURRENTLY EXIST IN THE STRUCTURE.
9. ANY STRUCTURAL DETAIL THAT IS NOT CLEAR OR NEEDS TO BE CHANGED FOR ANY REASON SHALL
BE SUBMITTED TO MODERNO ENGINEERING OR ANOTHER WASHINGTON STATE LICENSED
PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL.
10. THE ITEMS ASSOCIATED WITH FABRICATION, ERECTION, TEMPORARY STRUCTURES (INCLUDING
SHORING AND SCAFFOLDING) AND CONTRACTORS MEANS AND METHODS AND REQUIRING
STRUCTURAL DESIGN ARE THE RESPONSIBILITY OF THE CONTRACTOR.
11. THE CONTRACTOR SHALL RETAIN THE SERVICES OF PROFESSIONAL ENGINEER REGISTERED IN THE
STATE OF WASHINGTON TO PERFORM THE DESIGN OF ITEMS THAT DEVIATE FROM THE SPECIFIED
PLANS.
12. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
13. UNLESS OTHERWISE NOTED, ALL FRAMING CONNECTOR AS CALLED SHALL BE:
> 8d PNEUMATIC - 0.131 "x3"
> 8d BOX - 0.11319x2.519
> 10d PNEUMATIC - 0.131 "x3.25"
> 10d BOX - 0.12811x3"
> 10d COMMON - 0.148"x3"
> 16d COMMON - 0.162"x 3.5"
14. UNLESS OTHERWISE NOTED, ALL NAILING SHALL BE ASSUMED PNEUMATIC
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DRAWING
MARY QUINN
DATE
APRIL 2021
SCALE
1/4"=F-0"
F. 1
56148
STAMP
4�1 `4
S-41