APPROVED ENG BLD PLN RESUB2 BLD2022-1196+ArchitecturaL & SITE _Plan+4.15.2023_4.31.35_PM+3485332CONTACT INFORMATION:
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RENDERING IMAGE FOR REFERENCE ONLY
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Window, Skylight and Door Schedule
Project Information
Grange Residence
9427 216th St SW, Edmonds, WA 98020
Ref. U-factor
Exempt Swinging Door (24 sq.. ft. max.) :d
Exempt Glazed Fenestration (15 sq. ft. max.
Vertical Fenestration (Windows and doors)
Component
Descrintion Ref. U-factor
Contact Information
Philip She el
philip@shepelhomes.com
206-455-3440
Width
Height
Qt. Feet
Inch Feet inch
Area, UA
Width
Height
Qt. Feet
Inch Feet Inch
Area UA
A. WOOD WINDOW FIXED
0.28
B. WOOD WINDOW FRENCH CASEMENT
0.28
C. WOOD WINDOW CASEMENT
0.28
D. WOOD WINDOW SLIDER
0.28
E. WOOD WINDOW SLIDER
0.28
F. WOOD WINDOW AWNING
0.28
G-1. WOOD WINDOW AWNING
0.28
G-2. VINYL WINDOW AWNING
0.28
H. VINYL WINDOW AWNING
0.28
I. VINYL WINDOW SLIDER
0.28
100A. SOLID CORE DOOR SWING
0.20
104A. SLIDING DOOR SLIDER
0.28
106A. GLAZED DOOR SWING
0.28
Overhead Glazing (Skylights)
Component
Description
Sum of Vertical Fenestration Area and UA
Vertical Fenestration Area Weighted U = UA/Area
Ker. u-raccor
MMMME
Width Height
t. Feet Inch Feet Inch
1. 1 1 11
11 111
:11
• 1
• 1
1 1:
o:i•�
11
111
11
111
11
111
11
1 11
11
111
11
111
11
111
11
111
11
111
e 1
1 11
. .•0 1
1 11
1. 1
1 11
11
111
11
111
11
111
1: 1
1 11
® 1
1 11
11
111
�• f
1 11
11
111
11
111
11
111
11
111
11
111
352.1 96.79
0.27
Ar®a UA
0 1
1 11
11
111
11
111
11
111
11
111
11
111
Sum of Overhead Glazing Area and UA 0.0 0.00
L?�er�e�d Glazing, Area Weighted U = UA/Ama 0.00
e oF�>�B��lJf1'1 of Fenest�`atiOn �9°�"e4e�lAo e(�tirPewt%ng system sizing caldu%tions) e35�.1 96.79------------------------
City Of Edmonds
Building Department
Work ETERIOR ALTERATION
Address 9427 216TH ST SW
;----------------------------- • GRANGE
Owner
--------------------------------
Approved Date: 4/2,L202 ❑
Building Official D W. Ii o4h�
Permit Number
BLD2022-1196
REVISIONS
DATE PAGES CHANGES
REV1
REV2
REV3
REV4
REVS
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
APPROVED BY PLANNING
Apr 24 2023
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
0
PHILIP SHEPEL
PROJECT INFORMATION
SHEPEL DESIGN &BUILD
philip@shepelhomes.com
206.455.3440
PROJECT DESCRIPTION:
REPLACEMENT OF EXISTING CARPORT.
CONSTRUCTION OF NEW ENTRY PORCH AND CONCRETE STEPS.
REPLACEMENT OF ALL EXTERIOR WINDOWS &DOORS.
RE -ROOFING AND RE -SIDING EXISTING SFR.
PROJECT ADDRESS:
9427 216TH ST. SW EDMONDS, WA 98020
PARCEL NUMBER:
00595400000500
AFN NUMBER:
200201065004
LEGAL DESCRIPTION:
LOT 5, TERRA PARK ADDITION, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, PAGE 29, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
OWNER:
CHRIS &KRISTIE GRANGE
9427 216TH ST. SW EDMONDS, WA 98020
BUILDING CODE
APPLICABLE CODES: 2018 INTERNATIONAL RESIDENTIAL CODE
2018 WA STATE ENERGY CODE
DRAWING INDEX
G1.0 COVER SHEET
TOPOGRAPHIC SURVEY
A1.0 SITE PLAN
A2.0 BASEMENT PLAN
A2.1 GROUND LEVEL PLAN
A2.2 ROOF LEVEL
A3.0 SOUTH ELEVATION EXISTING &PROPOSED
A3.1 EAST ELEVATION EXISTING &PROPOSED
A3.2 NORTH ELEVATION EXISTING &PROPOSED
A3.3 WEST ELEVATION EXISTING &PROPOSED
A4.0 BUILDING SECTION AND WINDOW &DOOR SCHEDULE
S1.0 BUILDING SECTIONS &DETAILS
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2018
INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY SNOHOMISH
COUNTY, AMENDED BY THE STATE OF WASHINGTON.
2. DIMENSIONS ARE TO FACE OF STUD AND FACE OF CONCRETE
UNLESS NOTED OTHERWISE.
3. DO NOT SCALE DRAWINGS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT
DISCREPANCIES FOUND WITHIN THESE DOCUMENTS TO THE OWNER
AS SOON AS THEY ARE DISCOVERED.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING
CONDITIONS, AND MEMBER SIZES PERTAINING TO THE WORK PRIOR
TO PROCEEDING. ALL DIMENSIONS OF EXISTING CONDITION SHOWN
ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
BE VERIFIED.
7. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE
INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED
AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR
OVERLOAD THE EXISTING STRUCTURE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY PRECAUTIONS
AND THE MEANS AND METHODS TO PERFORM THE WORK.
9. EACH SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING
OF HIS WORK TO THE WORK OF OTHER TRADES.
10. ALL WINDOW AND DOOR SIZES SHALL BE VERIFIED AND FIELD
MEASURED PRIOR TO FABRICATION.
11. CONTRACTOR SHALL PROVIDE BLOCKING AS REQUIRED FOR ALL
CASEWORK, FIXTURE, AND SPECIALTY ITEMS.
12. CONTRACTOR SHALL PROTECT THE EXISTING SITEWORK,
LANDSCAPING, AND AREAS OF THE HOME NOT IN THE SCOPE OF
WORK.
13. CONTRACTOR SHALL PROTECT ALL EXISTING WORK TO REMAIN. ANY
DAMAGED WORK SHALL BE REPLACED WITH THE SAME MATERIALS
I CAL UI CU MA I U INU I HE �X15 I INCU UULUhi a U I UHE '.
14. FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS
DOWNSTREAM FROM THE CONSTRUCTION SITE. INCORPORATE AND
> REFERENCE CITY STANDARD DETAIL ER-902.
15. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014
SWMMWW BMP T.5.13.
> 16. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
� APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL
> OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
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OWNER NAME:
CHRIS &KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
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JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
COVER SHEET
SHEET NO:
■
30.00
FND CONC. MON IN
CASE W/BRASS �� P� G 22
CONE W/"X" DWN Ng P
1.3' 1� '
LOT 13 I LOT 12
� BOARD
LOT 11
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
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LEGEND
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LOT 4 �p
WINDOW LOT 5
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LOT 6+
® WATER METER
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pI OF STORM DRAIN
/ /
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� POWER POLE
P
LINE PER RECORD
�/ WELL
❑E ELECTRIC METER
INFORMATION
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PAD
PAD
—S0 STORM DRAIN LINE
48"EVRGRN
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VERTICAL CONTROL:
NAVD88 PER GPS OBSERVATIONS IN WASHINGTON STATE
REFERENCE NETWORK.
HORIZONTAL CONTROL:
STATE PLANE COORDINATE SYSTEM NORTH ZONE PER GPS OBSERVATIONS IN
WASHINGTON STATE REFERENCE NETWORK.
EQUIPMENT AND PROCEDURES:
METHOD OF SURVEY.
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION:
TOPCON PS103A ELECTRONIC TOTAL STATION AND LEICA GPS RECEIVER.
PRECISION:
MEETS OR EXCEEDS STATE STANDARDS WAC 322-130-090
BASIS OF BEARING:
STATE PLANE COORDINATE SYSTEM.
SURVEY NOTES:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT
EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS
RECTIFICATION BY THE LAND SURVEYOR.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED
LOCATION, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF
OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY WAS
PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES
NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS,
RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE TO
OR USE OF THE PROPERTY.
UTILITY LOCATION BASED ON SURFACE EVIDENCE.
3.) FIELD WORK PERFORMED AND MONUMENTS RECOVERED IN
MARCH, 2022
EX. CB
RIM=347.95
LEGAL DESCRIPTION
LOT 5, TERRA PARK ADDITION, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, PAGE 29, RECORDS OF
p' SNOHOMISH COUNTY, WASHINGTON.
REFERENCES
1. PLAT OF TERRA PARK ADD., VOL. 16, PG. 29
2. RECORD OF SURVEY, AFJ200201065004
RESUB
Apr 17 2023
CITY OF EDMONDS
PARCEL NUMBER: 0059540®0OU_AiOffiNT SERVICES
ADDRESS: 9427 216TH ST. SIB, E ft WA 98020
0
IMPERVIOUS SURFACE DIAGRAM
T
SITE PLAN
3/16" = 1'-0"
REFERENCE
Nothing in the permit approval process shall be NORTH
interpreted as allowing or permitting the maintenance
SITE PLAN NOTES of any currently existing illegal, nonconforming or
1. PROPOSED CARPORT ROOF COVERAGE TO MATCH EXISTING COVERAGE unpermitted building, structure or site condition which
2. REFER TO 1/A2.0 FOR RETAINING WALL AND SITE WALL DIMENSIONS
3. VERIFY WITH OWNER ALL LANDSCAPING TO BE REMOVED AND PROTECTED is outside the scope of the permit application, regardless
SC IN Y W S F SH R T P BY C N T of whether such building, structure or condition is
4. FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE shown on the site plan or drawing. Such building,
CONSTRUCTION SITE. INCORPORATE AND REFERENCE CITY STANDARD DETAIL ER-902. structure or condition may be the subject of a separate
5. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13.
6. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF enforcement action.
Q EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
1
7. IF THE EXISTING DRIVEWAY IS REPLACED / EXTENDED / MODIFIED, THE AREA WILL COUNT AS
REPLACED IMPERVIOUS SURFACE AREA AND COUNT TOWARDS THE IMPERVIOUS SURFACE
CALCULATIONS.
\ GRATE
-FILTEWITH
OVER SOCK
OVER FLOW HOLES
(TYP)
CATCH BASIN
CATCH BASIN 1. CON ACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
�r
TEMPORARY
REVISION DATE
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
STANDARD
PUBLIC WORKS
FOR CATCH BASINS
DEPARTMENT
DETAIL
Fsf �A9�1
ER-902
APPROVED BY: R. ENGLISH
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(E) S11
A 87qF
I (E) S5 (E) S6 E) S1 E) S12
722 SF 253 SF 6 S 118 SF
(N) S1: 93 SF
(N) S2: 64 SF
(E) S7 (E) S9
(N) S164 SF I 1873 SF 248 SF;'
(N) S4: 32 SF
I
(E) S13
206 SF
(E) S8
— 278 SF — — — —
IMPERVIOUS SURFACE CALCULATION
NEW IMPERVIOUS SURFACES
(N) S1 - PAVED SURFACE = 93 SF
(N) S2 - ENTRY STEPS = 64 SF
(N) S3 - FRONT YARD PAVERS = 64 SF
(N) S4 - GRAVEL / CONCRETE WALL = 32 SF
TOTAL = 253 SF
EXISTING IMPERVIOUS SURFACES
(E) S5 -
EXISTING DRIVEWAY
= 9�2)A2
(E) S6 -
EXISTING CARPORT ROOF
= 253 SF
(E) S7 -
EXISTING SFR
= 1,873 SF
(E) S8 -
EXISTING DRIVEWAY
= 278 SF
(E) S9 -
EXISTING DECK
= 248 SF
(E) S10
- EXISTING HOT TUB
= 46 SF
(E) S11
- EXISTING CONC. SURFACE
= 87 SF
TOTAL
= 3,507 S
TOTAL EXISTING + NEW
= 0,790 Q
THE CARPORT
IS BEING REPLACED OVER EXISTING IMPERVIOUS AREA AND IS
CALCULATED
AS EXISTING IMPERVIOUS SURFACE (S6)
THE TOTAL
NEW IMPERVIOUS SURFACE
IS 253 SF (LESS THAN 2000 SF)
STORMWATER MANAGEMENT SYSTEM IS NOT REQUIRED BY CITY STANDARDS.
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(E) C6
118 SF
Q / / I (N) C1: 20 SF
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Required
15'
7'6°
951
LNUINLLKINU UIVIbIUN
APPROVED A/ S NOTED
05/03/2023
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
I
(E) C5
206 SF
LOT COVERAGE CALCULATION
LOT AREA =
8,780.4 SF
ALLOWED COVERAGE (35% LOT) =
3,073.14 SF
EXISTING LOT COVERAGE
(E) C2 - REPLACED CARPORT ROOF =
253 SF
(E) C3 - EXISTING SFR =
1,873 SF
(E) C4 - EXISTING HOT TUB ROOF =
46 SF
(E) C5 - EXISTING GAZEBO =
206 SF
(E) C6 - EXISTING SHED =
118 SF
PROPOSED LOT COVERAGE
(N) C1 - NEW PORCH ROOF =
20 SF
TOTAL LOT COVERAGE =
2,516 SF (28.65% COMPLIES)
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OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
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JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
IL 12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SITE PLAN
SHEET NO:
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SEE 3/S1.0
10'-3%2"
4'-9"
(N) WINDOW
(N) OPENING
- (2) 2x4
(N) WINDOW
(N) OPENING
EGRESS
A3.3
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BASEMENT LEVEL PLAN
1/4" = 1'-0"
REFERENCE
NORTH
GENERAL PLAN NOTES
1. PROVIDE SOLID BLOCKING OVER SUPPORTS. a. PROGRAMMABLE THERMOSTAT REQUIRED.
2. PROVIDE EGRESS WINDOWS AT ALL BEDROOMS PER SECTION R310. b. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES MUST BE HIGH
3. SAFETY GLAZING (S) REQUIRED PER R308. EFFICACY LAMPS PER WSEC R404.1
4. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND WINDOW OPERATION. c. ENERGY CODE COMPLIANCE CERTIFICATE TO BE POSTED WITHIN 3 FEET OF THE ELECTRICAL
5. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS OF WINDOWS AND DOORS TO DETERMINE PANEL PER WSEC R401.3 AND INCLUDE THE FOLLOWING: PREDOMINATE R-VALUES, U-VALUES OF
ACTUAL SIZE OF WINDOWS AND DOOR SYSTEMS. FENESTRATION, RESULTS FROM DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING,
6. PROVIDE ATTIC VENTILATION PER SECTION R806. AND EFFICIENCIES OF HEATING/COOLING/WATER HEATING EQUIPMENT.
7. PROVIDE ATTIC ACCESS PER SECTION R807. 22"X30° ATTIC ACCESS, 30" VERTICAL CLEARANCE, d. WSEC 402.4.1.2 REQUIRES DWELLING UNIT TO BE TESTED AND VERIFIED AS HAVING AN AIR
WEATHER STRIP & INSULATE TO R-49. LEAKAGE RATION OF NOT EXCEEDING 5 AIR CHANGES PER HOUR TESTING MUST BE CONDUCTED
8. PROVIDE SAFETY GLASS AT ALL SHOWER ENCLOSURES WHERE GLASS DOORS ARE INSTALLED. WITH A BLOWER DOOR AT A PRESSURE OF 0.2 W.G. (50 PASCALS).
9. BUILDING TO COMPLY WITH THE 2018 W.S.E.C.
GENERAL FOUNDATION NOTES
1. FOUNDATION DRAINAGE TO BE PROVIDED PER
R405.1.
2. FOUNDATION TO BE DAMPROOFED FROM TOP OF
FOOTING TO FINISH GRADE PER R406.1.
— — —1
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OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
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JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BASEMENT LEVEL PLAN
SHEET NO:
A2mO
_ SIDEYARD
SETBACK LIB
1
S1.0
L.O. NEW CARPOF
ROOF ABO�
L.O. NEW BEAM ABO\�
NEW SIGNAGE WALL
02
NEW ENTRY STEPS
SEE 5/S1.0 & 6/S1.0
NEW STEPPED
PLANTER & RETAINING WALL
SEE 3/S1.0 & 4/S1.0
3
S1.0
2
A4.0
L.O. (E) ROOF ABOVE
2
6-6" V.I.F.
(N) WINDOW
(E)OPENING __------
EGRESS
Q PER R310
THERE IS NO WORK
R CHANGE OF USE
OF AREAS (ROOMS)
RE E DONE FOR
THIS PERMIT
APPLICATION
PATCH EXISTING
OPENING
' (N) WINDOW
o Q (N) OPENING
v B = EGRESS
X PER R310
3'-6" 2'-4" 4'-8"
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WORK WILL BE
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OPENING
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_SIDEYARD _
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SETBACK LINE
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1/4" = 1'-0"
REFERENCE
NORTH
2 A3.2
GENERAL PLAN NOTES
1. PROVIDE SOLID BLOCKING OVER SUPPORTS. a. PROGRAMMABLE THERMOSTAT REQUIRED.
2. PROVIDE EGRESS WINDOWS AT ALL BEDROOMS PER SECTION R310. b. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES MUST BE HIGH
3. SAFETY GLAZING (S) REQUIRED PER R308. EFFICACY LAMPS PER WSEC R404.1
4. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES AND WINDOW OPERATION. c. ENERGY CODE COMPLIANCE CERTIFICATE TO BE POSTED WITHIN 3 FEET OF THE ELECTRICAL
5. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS OF WINDOWS AND DOORS TO DETERMINE PANEL PER WSEC R401.3 AND INCLUDE THE FOLLOWING: PREDOMINATE R-VALUES, U-VALUES OF
ACTUAL SIZE OF WINDOWS AND DOOR SYSTEMS. FENESTRATION, RESULTS FROM DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING,
6. PROVIDE ATTIC VENTILATION PER SECTION R806. AND EFFICIENCIES OF HEATING/COOLING/WATER HEATING EQUIPMENT.
7. PROVIDE ATTIC ACCESS PER SECTION R807. 22"X30" ATTIC ACCESS, 30" VERTICAL CLEARANCE, d. WSEC 402.4.1.2 REQUIRES DWELLING UNIT TO BE TESTED AND VERIFIED AS HAVING AN AIR
WEATHER STRIP & INSULATE TO R-49. LEAKAGE RATION OF NOT EXCEEDING 5 AIR CHANGES PER HOUR TESTING MUST BE CONDUCTED
8. PROVIDE SAFETY GLASS AT ALL SHOWER ENCLOSURES WHERE GLASS DOORS ARE INSTALLED. WITH A BLOWER DOOR AT A PRESSURE OF 0.2 W.G. (50 PASCALS).
9. BUILDING TO COMPLY WITH THE 2018 W.S.E.C.
r�
m
3'-6"
13'-0"
3-6"
PARTIAL REFLECTED CEILING PLAN
1/4" = 1'-0" C�
REFERENCE
NORTH
S-2,4
Lu
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LU
CDry
w
Z rn
QV
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J
CMDco
m
OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
P
ZroIYAL
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GROUND LEVEL PLAN
SHEET NO:
A2ml
❑I z
QJ
U
zQ
Om
r'rw
LLLU
13'-5" I 4'-7"
_ SIDEYARD_
SETBACK LINE
inn rani innrn
02
A3.3
2
SIDEYARD_
SETBACK LINE
(N) D.S.
lelm
2 A3.2
(N) D.S. O O (N) D.S.
_SIDEYARD
SETBACK LINE SIDEYARD
SETBACK LINE
0IZ
QI::] 2 U
Z Q
A3.1
m
LL
2 ROOF PLAN PARTIAL ROOF FRAMING PLAN
1/4" = 1'-0" Q7 1/4" = 1'-0"
REFERENCE REFERENCE
NORTH NORTH
GENERAL ROOF PLAN NOTES
1. PROVIDE CONTINUOUS STRIP VENTILATION AT ENCLOSED ROOF OVERHANGS PER R806.2.
2. PROVIDE AN OVERFLOW OUTLET AT EACH SCUPPER WITH AN OUTLET 2 INCHES ABOVE ROOF
ELEVATION PER R903.4.1.
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OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
ti
Z roIYAL
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ROOF PLAN
ROOF FRAMING PLAN
SHEET NO:
A2m2
I
F. L.
Y
U
Q
m
w
I
v)
(N) METAL ROOFING
A
N) CARPORT ROOF
STRUCTURE TO REPLACE
(N) PT.
EXISTING FOOTPRINT,
PEE 1/S1.1
I
-
R.O. HEAD R.O.
EAD /
9ELEV+9-43/4
/ \
(N) DOWNSPOUT—
o /
(N) SIDING
B A
Lo -
�
o
\100A
°o
R.O. SILL
(N) WINDOW
R.O. S
- (N) OPENING
SILL
(N) B.O. COLUMN
-
ELEV +0'-0"
(N) CONCRETE ENTRY
o
STEPS, SEE 4/S1.0
R.O. SILL
I
O
(E)T.OSLAB
I
L------------------
I
n SOUTH ELEVATION - PROPOSED
1 /4" = V-0"
REPLACE (E) CARPORT
ROOF STRUCTURE
SOUTH ELEVATION - EXISTING
1 /4" = V-0"
GENERAL ELEVATION NOTES
U
m
w
cn
(E) CHIMNEY TO REMAIN
PAINT TO MATCH
(N) CANOPY, SEE 4/S1.1
rB
/
B\
(N) WINDOW (N) WINDOW
(N) OPENING (N) OPENING
R.O. HEAC
BLo
q
R.O. SILL .
(N) WINDOW
(N) OPENING
r
(N) DOWNSPOUT
I
(El T.O. SUBFLOOR
-'-')/.\ I
Ft(F) GRADE
(N) EGRESS LADDER
PER R310
(N) EGRESS WINDOW
WELL PER R310
:](N) WINDOW (N) WINDOW (N) WINDOW
(N) OPENING (N) OPENING (N) OPENING
— — — — — — — — — —
I
U
m
w
(E) CHIMNEY TO REMAIN
HIMMIL
T
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I (E) GRADE (E) GRADE
REPLACE (E) STEPS
REPLACE (E) DOOR
I �
I �
I �
I �
I �
L J
I
1. ALL OPENINGS IN THE EXTERIOR BUILDING SHALL BE SEALED AGAINST AIR INFILTRATION: JOINTS
AROUND WINDOWS AND DOOR FRAMES, JOINTS BETWEEN WALL AND FOUNDATION, JOINTS
BETWEEN WALL AND ROOF, JOINTS BETWEEN WALL PANELS, UTILITY PENETRATIONS THROUGH
EXTERIOR WALLS, FLOORS, AND ROOF.
2. PROVIDE APPROVED CORROSION -RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C.
R703.8.
3. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 & SKYLIGHTS.
4. THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO
BE FULL RESPONSIBILITY OF THE OWNER/BUILDER.
5. SAFETY GLAZING (S) REQUIRED PER R308.
6. ALL EXHAUST OUTLETS SHALL BE A MINIMUM OF (3) THREE FEET FROM ANY OPENING.
7. ALL HANDRAIL REQUIREMENTS PER R311.7.8
8. PER R312.1.3 ALL GUARD RAIL INFILL SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH.
9. PER R301.5 ALL GUARD RAIL INFILL COMPONENTS ARE DESIGNED TO WITHSTAND A HORIZONTALLY
NORMAL APPLIED LOAD OF 50 PSF ON AN AREA EQUAL TO 1 FOOT. ALL TOP RAILS ARE DESIGNED
TO RESIST 200LB CONCENTRATED LOAD.
10. EGRESS PER IRC R310 & R311.
EGRESS WINDOWS IN BEDROOMS
NET MINIMUM OPENABLE AREA OF 5.7 SF
MINIMUM 24" HIGH, 20" WIDE
SILL HEIGHT MAXIMUM 44
REPLACE (E) ROOFING /
REPLACE (E) SIDING, TYP
REPLACE (E) WINDOWS
3-
Lu
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Lu
Lum
vJ
LU
w
z r0-
QV
z
J
m
OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
P
Z AL
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2022
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SOUTH ELEVATION
EXISTING & PROPOSED
SHEET NO:
A3mO
I (E) GRADE (E) GRADE
REPLACE (E) STEPS
REPLACE (E) DOOR
I �
I �
I �
I �
I �
L J
I
1. ALL OPENINGS IN THE EXTERIOR BUILDING SHALL BE SEALED AGAINST AIR INFILTRATION: JOINTS
AROUND WINDOWS AND DOOR FRAMES, JOINTS BETWEEN WALL AND FOUNDATION, JOINTS
BETWEEN WALL AND ROOF, JOINTS BETWEEN WALL PANELS, UTILITY PENETRATIONS THROUGH
EXTERIOR WALLS, FLOORS, AND ROOF.
2. PROVIDE APPROVED CORROSION -RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C.
R703.8.
3. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 & SKYLIGHTS.
4. THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO
BE FULL RESPONSIBILITY OF THE OWNER/BUILDER.
5. SAFETY GLAZING (S) REQUIRED PER R308.
6. ALL EXHAUST OUTLETS SHALL BE A MINIMUM OF (3) THREE FEET FROM ANY OPENING.
7. ALL HANDRAIL REQUIREMENTS PER R311.7.8
8. PER R312.1.3 ALL GUARD RAIL INFILL SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH.
9. PER R301.5 ALL GUARD RAIL INFILL COMPONENTS ARE DESIGNED TO WITHSTAND A HORIZONTALLY
NORMAL APPLIED LOAD OF 50 PSF ON AN AREA EQUAL TO 1 FOOT. ALL TOP RAILS ARE DESIGNED
TO RESIST 200LB CONCENTRATED LOAD.
10. EGRESS PER IRC R310 & R311.
EGRESS WINDOWS IN BEDROOMS
NET MINIMUM OPENABLE AREA OF 5.7 SF
MINIMUM 24" HIGH, 20" WIDE
SILL HEIGHT MAXIMUM 44
REPLACE (E) ROOFING /
REPLACE (E) SIDING, TYP
REPLACE (E) WINDOWS
3-
Lu
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Lu
Lum
vJ
LU
w
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QV
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J
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OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
P
Z AL
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2022
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SOUTH ELEVATION
EXISTING & PROPOSED
SHEET NO:
A3mO
I 2
f7ELEV
ROOF HIGH PT
'-4 3/4"� ..CANOPY
ELEV +8'-0"
(N) B.O. COLUMN
FI EV +0'-0"
(F) GRADE
,;�7 (E) T.0 SLAB
(N) CARPORT STRUCTURE
TO REPLACE (E)
FOOTPRINT
SEE 1/S1.0, 2/S1.0
(N) CONCRETE STEPS
AND WALL, SEE 4/S1.0
n EAST ELEVATION - PROPOSED
1 /4" = V-0"
(E) CHIMNEY TO REMAIN
REPLACE (E) CARPORT
ROOF STRUCTURE
REPLACE (E) STEPS
EAST ELEVATION - EXISTING
1 /4" = V-0"
GENERAL ELEVATION NOTES
U U
m m
w w
cn v�
PAINT (E) CHIMNEY
TO MATCH ROOFING
(N) CANOPY
12
(N) DOWNSPO
(N) WOOD
SCREEN
R.O. HEAD
C
W I D C°
OPE G
R.O. SILL_
� II
R.O. HEAD .
o_
R.O. SILL
__(NIWINDOW
(E) OPENING
T
uo
R.O. HEAD
\
C
(
W)N/D
W
(N
QEEN
G
I
R.Q.
SILL
(N) DOWNSPOUT
(N) SIDING
(E) WOOD DECK
(E) T.O. SUBFLOOR�
I
U U L.
m m
w w
UD UD
I
--------------
I
�
---------------
REPLACE (E) WINDOW I
I
--------I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
1. ALL OPENINGS IN THE EXTERIOR BUILDING SHALL BE SEALED AGAINST AIR INFILTRATION: JOINTS
7.
ALL HANDRAIL REQUIREMENTS PER R311.7.8
AROUND WINDOWS AND DOOR FRAMES, JOINTS BETWEEN WALL AND FOUNDATION, JOINTS
8.
PER R312.1.3 ALL GUARD RAIL INFILL SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH.
BETWEEN WALL AND ROOF, JOINTS BETWEEN WALL PANELS, UTILITY PENETRATIONS THROUGH
9.
PER R301.5 ALL GUARD RAIL INFILL COMPONENTS ARE DESIGNED TO WITHSTAND A HORIZONTALLY
EXTERIOR WALLS, FLOORS, AND ROOF.
NORMAL APPLIED LOAD OF 50 PSF ON AN AREA EQUAL TO 1 FOOT. ALL TOP RAILS ARE DESIGNED
2. PROVIDE APPROVED CORROSION -RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C.
TO RESIST 200LB CONCENTRATED LOAD.
R703.8.
10.
EGRESS PER IRC R310 & R311.
3. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 & SKYLIGHTS.
4. THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO
EGRESS WINDOWS IN BEDROOMS
BE FULL RESPONSIBILITY OF THE OWNER/BUILDER.
NET MINIMUM OPENABLE AREA OF 5.7 SF
5. SAFETY GLAZING (S) REQUIRED PER R308.
MINIMUM 24" HIGH, 20" WIDE
6. ALL EXHAUST OUTLETS SHALL BE A MINIMUM OF (3) THREE FEET FROM ANY OPENING.
SILL HEIGHT MAXIMUM 44
I
REMOVE (E) WINDOW
PATCH (E) WALL
REPLACE (E) SIDING
(E) GRADE
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LU
L.1_
w
Z rn
QV
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J
m
OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
P
z` L
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SOUTH ELEVATION
EXISTING & PROPOSED
SHEET NO:
A3ml
,;�7 (E) T.O S
n NORTH ELEVATION - PROPOSED
1 /4" = V-0"
P.
L.
L
NORTH ELEVATION - EXISTING
1/4" = 1'-0"
GENERAL ELEVATION NOTES
1.
ALL OPENINGS IN THE EXTERIOR BUILDING SHALL BE SEALED AGAINST AIR INFILTRATION: JOINTS
7.
ALL HANDRAIL REQUIREMENTS PER R311.7.8
AROUND WINDOWS AND DOOR FRAMES, JOINTS BETWEEN WALL AND FOUNDATION, JOINTS
8.
PER R312.1.3 ALL GUARD RAIL INFILL SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH.
BETWEEN WALL AND ROOF, JOINTS BETWEEN WALL PANELS, UTILITY PENETRATIONS THROUGH
9.
PER R301.5 ALL GUARD RAIL INFILL COMPONENTS ARE DESIGNED TO WITHSTAND A HORIZONTALLY
EXTERIOR WALLS, FLOORS, AND ROOF.
NORMAL APPLIED LOAD OF 50 PSF ON AN AREA EQUAL TO 1 FOOT. ALL TOP RAILS ARE DESIGNED
2.
PROVIDE APPROVED CORROSION -RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C.
TO RESIST 200LB CONCENTRATED LOAD.
R703.8.
10.
EGRESS PER IRC R310 & R311.
3.
PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 & SKYLIGHTS.
4.
THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO
EGRESS WINDOWS IN BEDROOMS
BE FULL RESPONSIBILITY OF THE OWNER/BUILDER.
NET MINIMUM OPENABLE AREA OF 5.7 SF
5.
SAFETY GLAZING (S) REQUIRED PER R308.
MINIMUM 24" HIGH, 20" WIDE
6.
ALL EXHAUST OUTLETS SHALL BE A MINIMUM OF (3) THREE FEET FROM ANY OPENING.
SILL HEIGHT MAXIMUM 44
Lu
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Lu
� Q
Lum
LU
L.1_
w
Z rn
QV
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J
m
OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
ti
Z roIYAL
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SOUTH ELEVATION
EXISTING & PROPOSED
SHEET NO:
A3m2
';�7 (E) T.O. SUBFLOOR
n WEST ELEVATION - PROPOSED
1 /4" = V-0"
WEST ELEVATION - EXISTING
1 /4" = V-0"
GENERAL ELEVATION NOTES
(N) DOWNSPOUT
(N) SIDING
(E) WOOD DECK
REPLACE (E) SIDING
(E) WOOD DECK
TO REMAIN
t
R.O. HEAD
0
Lo
R.O. SILL EGRESS
(N) WINDOW
(N) OPENING
R.O. HEAD TT
R.O. HEAD
T R.O. SILLI H I CD
I ----� o , G I 'o
I (N) WINDOW
(E) OPENING R.O. SILL I /EGRESS \ I I
(N) WINDOW r _ I
OP r — _J (E) OPENING r —
co
I I
L— — — — — — — — — — — —
ILr,,------------------------�---�---��
(E) WINDOW WELL
TO REMAIN
uio
1. ALL OPENINGS IN THE EXTERIOR BUILDING SHALL BE SEALED AGAINST AIR INFILTRATION: JOINTS
7.
ALL HANDRAIL REQUIREMENTS PER R311.7.8
AROUND WINDOWS AND DOOR FRAMES, JOINTS BETWEEN WALL AND FOUNDATION, JOINTS
8.
PER R312.1.3 ALL GUARD RAIL INFILL SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH.
BETWEEN WALL AND ROOF, JOINTS BETWEEN WALL PANELS, UTILITY PENETRATIONS THROUGH
9.
PER R301.5 ALL GUARD RAIL INFILL COMPONENTS ARE DESIGNED TO WITHSTAND A HORIZONTALLY
EXTERIOR WALLS, FLOORS, AND ROOF.
NORMAL APPLIED LOAD OF 50 PSF ON AN AREA EQUAL TO 1 FOOT. ALL TOP RAILS ARE DESIGNED
2. PROVIDE APPROVED CORROSION -RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C.
TO RESIST 200LB CONCENTRATED LOAD.
R703.8.
10.
EGRESS PER IRC R310 & R311.
3. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 & SKYLIGHTS.
4. THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO
EGRESS WINDOWS IN BEDROOMS
BE FULL RESPONSIBILITY OF THE OWNER/BUILDER.
NET MINIMUM OPENABLE AREA OF 5.7 SF
5. SAFETY GLAZING (S) REQUIRED PER R308.
MINIMUM 24" HIGH, 20" WIDE
6. ALL EXHAUST OUTLETS SHALL BE A MINIMUM OF (3) THREE FEET FROM ANY OPENING.
SILL HEIGHT MAXIMUM 44
(N) EGRESS WINDOW
WELL PER R310
�REMOVE AND REPLACE
(E) WINDOW WELL
I
-�
12
U
m
w
(E) CHIMNEY
PAINT TO MATCH
(N) METAL ROOFING
(N) CARPORT ROOF
STRUCTURE TO REPLACE A
EXISTING FOOTPRINT,
SEE 1/S1.0, 2/S1.0
(N) DOWNSPOUT
(N) WOOD SCREEN
--SOLI---
I
(F) GRADE
T.O. ROOF HIGH PT.
ELEV +9'-4 3/4"
I
B.O. CANOPY `�Z
ELEV +8'-0" 1 1
B.O. COLUMN
ELEV +0'-0" I
(E) T.0 SLAB ';�7
(E) CHIMNEY TO REMAIN
I
REPLACE (E) CARPORT
ROOF STRUCTURE /
REPLACE (E) WINDOWS, TYP
REPLACE (E) SIDING
I
(E) GRADE
S-2,4
Lu
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Lu
Lum
LU�
w
Z r0-
QV
z
J
m
OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
P
z` L
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SOUTH ELEVATION
EXISTING & PROPOSED
SHEET NO:
A3m3
T.O. SUB
FLOOR
n BUILDING SECTION - PROPOSED
1/4" = 1'-0"
I
4'-0"
EGRESS
O
WINDOW & DOOR SCHEDULE
1/4" = 1'-0"
GENERAL ELEVATION NOTES
2'-0" 6'-61I 2'-8" 2'-9" 4'-0" 4'-0" 2� '-8" 4'-10" 3'-4"
N
C? C?
co
Lo
0
Q0 Ll /I]- �o co
EGRESS
100A
O O O O G-1 G-2 OH I
1.
ALL OPENINGS IN THE EXTERIOR BUILDING SHALL BE SEALED AGAINST AIR INFILTRATION: JOINTS
7.
ALL HANDRAIL REQUIREMENTS PER R311.7.8
AROUND WINDOWS AND DOOR FRAMES, JOINTS BETWEEN WALL AND FOUNDATION, JOINTS
8.
PER R312.1.3 ALL GUARD RAIL INFILL SUCH THAT A 4-INCH SPHERE CANNOT PASS THROUGH.
BETWEEN WALL AND ROOF, JOINTS BETWEEN WALL PANELS, UTILITY PENETRATIONS THROUGH
9.
PER R301.5 ALL GUARD RAIL INFILL COMPONENTS ARE DESIGNED TO WITHSTAND A HORIZONTALLY
EXTERIOR WALLS, FLOORS, AND ROOF.
NORMAL APPLIED LOAD OF 50 PSF ON AN AREA EQUAL TO 1 FOOT. ALL TOP RAILS ARE DESIGNED
2.
PROVIDE APPROVED CORROSION -RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C.
TO RESIST 200LB CONCENTRATED LOAD.
R703.8.
10.
EGRESS PER IRC R310 & R311.
3.
PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R903.2 & R903.2.1 & SKYLIGHTS.
4.
THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO
EGRESS WINDOWS IN BEDROOMS
BE FULL RESPONSIBILITY OF THE OWNER/BUILDER.
NET MINIMUM OPENABLE AREA OF 5.7 SF
5.
SAFETY GLAZING (S) REQUIRED PER R308.
MINIMUM 24" HIGH, 20" WIDE
6.
ALL EXHAUST OUTLETS SHALL BE A MINIMUM OF (3) THREE FEET FROM ANY OPENING.
SILL HEIGHT MAXIMUM 44
5'-9"
104A
/
S
106A
.324
Lu
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Lu
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Lu m
OC
LU
C�ry
w
Z n
cD
Q z
DCJ
m
OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
ti
Z orvAIL
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
12/22/2022
BP CORRECTION
0 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BUILDING SECTION
WINDOW & DOOR
SCHEDULE
SHEET NO:
A4mO
i
1
ROOFING MEMBRANE
A@4"O.C.
NG
i. STEEL COLUMN
ENTRY STEPS
L-------
6 ENLARGED ELEVATION I ENTRY PORCH
1 /2" = V-0"
1/2" PLYWOOD SHEATHING
1/4"/ FT MIN.
METAL CAP AND FASCIA
(2) 2X6 FRAME
PROVIDE 14" BEARING PLATE AT TOP OF POST
WITH 4 LAG BOLTS (3/8") TO CONNECT TO CANOPY
2X6 PT FRAMING @ 18" O.C.
1X4 T&G CEDAR SOFFIT
1 �6 �1
4X4X4" H.S.S. STEEL COLUMN m
PROVIDE !'BEARING PLATE AT BOTTOM OF POST
WITH 4 J-BOLTS (1/2") EMBEDDED IN CONCRETE.
PROVIDE A WEEP HOLE AT BOTTOM OF POST
L.O. CONCRETE WALL BEYOND
ALIGN WITH LANDING T-2" TREA
-------- ---
I1/4" / FT MIN. P4'
CD
6'I
2X6 LEDGER
c
a
5 SECTION I ENTRY PORCH CONCRETE RETAINING WALL
1 /2" = 1'-0" 41/2" = V-0"
6" 6" 6"
K ADA ADr) ANIC
'OP OF POST
VNECT TO BEAM
30TTOM
FOM OF POST
3CEMENT
METAL CAP Al
1X3 FURF
1 X4 T&G CED
2 SECTION I CARPORT SECTION I CARPORT
1 /2" = T-0" 1 1 /2" = V-0"
1/4" STEEL PLATE
3"X3" ANGLE STEEL CONNECTION
#4 REBAR @ 12X12 GRID
1" DRAIN ROCK
1" WEEP HOLES @ 4' C-C
3 SECTION I WINDOW WELL
1 /2" = V-0"
DERCH 2X2 SCREEN POSTS
1"ABOVE CONCRETE
N) 4X8 HEADER
N) WINDOW
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OWNER NAME:
CHRIS & KRISTIE GRANGE
PROJECT ADDRESS:
9427 216TH ST. SW
EDMONDS, WA
98020
�O
31
I� 7 ANAL `
JURISDICTION APPROVAL:
ISSUE DATE:
09/07/2022
BUILDING PERMIT SET
ZL 12/22/2022
BP CORRECTION
ZL 03/20/2023
BP CORRECTION 2
SHEET TITLE:
RESUB
Apr 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BUILDING SECTIONS &
DETAILS
SHEET NO:
simo