APPROVED ArchitecturalsAPPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Apr 26 2021
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
Work INTERIOR REMODEL
Address 934 MAPLE ST
Owner THOMPSON
Approved Date 4/26/2021
Building Official W. W c*A c
Permit Number:
BLD2021-0332
LA
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Bell St Bell St Bell St v
Main St Main 5t —
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934 Maple St (-rP�f
?r St Alder S[
lut St Walnut St
Cedar St
Spruce St
Hemlock St
Laurel St
Spruce St
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u ,,, Pine St °' 216th St SW
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COVER SHEET:
Pi VICINITY MAP, PROJECT INFO
ARCHITECTURAL:
Al 1ST FLOOR PLAN
A2 FRAMING PLAN
STRUCTURAL CALCS:
1-17 STRUCTURAL PLAN
1. LEAGAL DISCRIPTION: LOTS 10, 11, & 12, BLOCK 70, CITY
OF EDMONDS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF
SNOHOMISH COUNTY, WASHING.
2. PARCEL NUMBER 00434207001000
3. VICINITY MAP (SEE THIS PAGE).
4. REMODEL: 934 MAPLE STREET
5. OWNER: ROB & LISA THOMPSON
6. STRUCTURAL ENGINEER: CORNELL BURT-BURT ENGINEERING PLLC
18530 MERIDIAN AVE N SHORELINE, WA. 2o6-779-6858.
7. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2000PSF.
8. OCCUPANCY: GROUP R, DIVISION 3.
RECEIVED
Mar 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
(E) DECK ABOVE
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(E) CANTILEVER FLOOR A50VE
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3.3.21
REVISIONS:
4.2.21
PRINTED:
4.2.21
RESUB Ilk
BASEMENT PLAN Apr 05 2021
SCALE: 1/4" - 1 'D CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXISTING KIT
�■�■�■�■�■�■ter
APE AND RESCUE OPENINGS I
)TALLED IN BASEMENTS, ■
S, AND IN SLEEPING ROOMS; I
USE OF KEYS, TOOLS, OR ■
JOWLEDGE. IRC R310 I
ET CLR OPENABLE AREA ■
CLR OPENABLE HEIGHT
T CLR OPENABLE WIDTH
=INISHED SILL HEIGHT
GARAGE SEPARATION REQUIRES'/2" ■
GYPSUM WALL BOARD ON THE GARAGE
SIDE. 5/8" TYPE "X" GYPSUM WALL BOARD IS
REQUIRED WHERE THERE IS LIVING SPACE
ABOVE. SUPPORTING COLUMNS, WALLS
AND BEAMS USE'/2" GYPSUM WALL BOARD
IRC R302.6 ■
HEN & BATH LAYOUT
N ISTF
SCALE: 1/4" =1'-0"
EX. LIVING: 1277.00 SQ. FT.
EX GARAGE: 360.00 SQ. FT
RESUB
Apr 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
------ Af ------ A[ ------ AE--I
EX. PECK
EX. LIVING
EXISTING -RESIDENCE
EX. 5EPROOM
WALL TO BE REMOVED
4,
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INPICATE5 EX. EXTERIOR WALL CZ
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3.1.21
REVISIONS:
RECEIVED
Mar 10 2021
CITY OF EDMONDS
Am DEVELOPMENT SERVICES PRINTED:
DEPARTMENT
3.1.21
N 1ST FLOOR PLAN
I IL
SCALE: 1/4" 1'-0"
EX. LIVING: 1277-00 SQ. FT.
EX GARAGE: 360.00 SQ. FT
(E) DECK ABOVE
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3.3.21
REVISIONS:
4.2.21
1ST FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
PRINTED:
1. DO NOT SCALE DRAWING5.
2. VERIFY ALL DIMEN51ON5 IN FIELD. 4.2.21
RESUB
Apr 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EX. DECK
EX. LIVING
EXI STI N77ESDENCE
G-�
EXTERIOR WALL BELOW
cbi EX. BEDROOM
WALL TO BE REMOVED
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NEW WALLS ARE IN YELLOW
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WALLS TO BE REMOVE[) <
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CARBON MONOXIDE DETECTOR EX. GARAGE < n
PER IRG 315 U z
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3.1.21
REVISIONS:
RECEIVED
Mar 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT PRINTED:
N 3.1.21
A
FRAMING PLAN Im
101111%
SCALE: 1/4" = l'-O'' wif
(E) HEADER (E)HEADER
EX. DECK cl\ LU
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INDICATES EX. EXTERIOR WALL cz (5)
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RESUB 3.3.21
Apr 05 2021 REVISIONS:
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT 4.2.21
PRINTED:
ROOF FRAMING PLAN. 4.2.21
SCALE: 1/4'' = 1'-0"
1. DO NOT SCALE DRAWINGS. IF
2. VERIFY ALL DIMENSIONS IN FIELD. folmom
3. TYFCAL EXTERIOR WALL HEADERS SHALL BE FRAME[) WITH (2) PLIES OF 2X10 DF#2, m-IL JL
UNLESS OTHERWISE NOTED. TYFIGAL INTERIOR WALLS SHALL BE FRAMED WITH
2X4 DF STUDS 0 165" O.G. UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL
DRAWINGS FOR ADDITIONAL INFORMATION FERTAINING TO WALL THICKNE55E55.
4.lYPICAL EXTERIOR WALL HEADERS SHALL DE FREAMED WITH (2) ILIE5 OF 2X8
PF #2, UNLESS OTHERWISE NOTED.
(E) CANTILEVER
HOUSE ABOVE
NEW FOOTING
W/ 6X6 PT. I'051
FOOTING SCHEDULE
MARK
SIZE
F1.5
1-6" X 1'-611X 8"
F2.0
2'-0" X 2'-O" X 10''
F2.5
2'-6" X 2'-6" X 11''
F3.0
3'-0" X 3'-0" X 11"
NOTES:
REINFORCEMENT
2-#4 EA. WAY POT.
3-#4 EA. WAY 50T.
444 EA. WAY 50T.
545 EA. WAY 50T.
1. VERIFY MINIMUM 1500 P5F BEARING CAPACITY.
2. CENTER ALL FOOTINGS ON COL./WALL TYP. U.N.O.
5. AT LOCATIONS WHERE FOOTINGS ARE SHOWN SHARING A
COMMON BEARING AREA, CAST MONOLITHICALLY W/ INDIVIDUAL
REINFORCTIN PER SCHEDULE AND OVERLAP A5 REQUIRED.
REVIEWED
BY '
CITY OF EDMONDS!
BUILDING DEPARTMENT
FOUNDATION PLAN
SCALE: 1/4" = 1'-O"
1. DO NOT SCALE DRAWINGS.
2. VERIFY ALL DIMENSIONS IN FIELD.
5. SLAB ON GRADE SHALL BE 4" THIICK, UNLE55 OTHERWISE NOTED. SLAB SHALL
BE KEINFORCED WITH 6X6 W1.4-W1.4 WELDED WIRE MESH. PREPARE 5UBGKADE BY
PLACING AND COMPACTING A MINIMUM 4" OF CLEANED, CKU5ED ROCK A5 A
CAPILIAKY BREAK. 5U13GRADE 5ELOW 5LA5 SHALL BE UNDI5TUK13ED NATIVE 501L
OR COMPACTED FILL PER PLAN NOTE 2.
4. FOOTINGS SHALL BE PLACED ON UNDI5TUK13ED NATIVE 501L OF, STRUCTURAL
FILL COMPACTED TO 95% MAXIMUM WET DENSITY PLACED IN MAX. 12" LIFTS.
5. SEE 52.1 FOR TYPICAL 51"KEAD FOOTING INFORMATION, AND 52.1 FOR
TYPICAL CONTINUOUS FOOTING INFORMATION.
RESUB
Apr 19 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT