REV 1 APPROVED BLD-BLD2021-0776+Architectural_Plan+3.29.2022_10.12.24_AM+2767256GROSS SITE: 12,632 SQ. ET. (0.29 ACRE)
EXISTING BUILDING: 3,108 SQ. ET.
PROPOSED N R LL: 74 S. C
EXISTING PORCH: 22 SQ° LT°
EXISTING SIDE DECK: 464 S.E.
PROPOSED BACK DECK: 270 S.E.
EXISTING SHED: 64 S.F.
EXISTING SHED: 83 S.E.
GROSS BUILDING: 4,085 SQ, ET.
OF SITE: 32%
MAX COVERAGE: 35% (4,421 SQ. FT.)
GROSS SITE: 12,632 SQ, C° (0.29 ACRE)
TOTAL BUILDING: 4,085 SQ° LT°
EXISTING DRIVE & WALKWAY: 678 SQ. ET.
REDUCED PATIOS: 363 SQ. ET.
GROSS MPERMOUS: 5,126 SQ, C.
OF SITE: 41
MAX COVERAGE: 50% (6,316 SO. ET
(HATCH PATTERN ADDED IN PAVED AREA)
GROSS SITE: 12,632 SQ, ET. (0.29 ACRE)
EXISTING BUILDING: 3,108 SQ. ET.
EXISTING PORCH: 22 SQ. 7.
EXISTING SIDE DECK: 464 S°F°
EXISTING BACK DECK: 56 S.L.
EXISTING SHED: 64 S° E°
EXISTING SHED: 83 S.F.
GROSS BUILDING: 3,797 SQ° ET.
OF SITE: 30%
MAX COVERAGE: 35% (4,421 SQ° ET
GROSS SJE: 12,632 SQ ET° (0.29 ACRE)
TOTAL BUILDING: 3,797 SQ° FT.
EXISTING DRIVE & WALKWAY: 678 SQ, ET
EXISTING PATIO: 577 SO. ET.
GROSS M PERM OU S: 5,032 SQ. C°
OF SITE: 40%
MAX COVERAGE: 50% (6,316 SO, FT,"/
SPRUCE''ST
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108'
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EXISTING SITE PLAN
SCALE: 1" = 10'-0"
S TE ADDRESS: 918 SPRUCE ST
EDMONDS, WA 98020
PARCEL #: 27032500104300
LEGAL DESCR PT ON: SEC 25 TWP 27 RGE 03RT 1 46 A)
BAAP 388FT S & S88*05 OOE 138° 88ET OF NW COR
N W1 /4 N C1 /4 TH S88* 05 OOE 1 08ET TH S00*30 36 W
116FT TH N88*05 OOW 108ET TH N00*30 36E 116ET TO TPB
ZON NG: RS8
PROPERTY OWNER: MARCO & FOR COOPER
PHONE:
EM A E:
CONTRACTOR: EDMONDS REMODEL
CONTACT: DREG BREWER
PHONE: (206) 2271029
EMAIL: edmondsremodel@gmail.com
SCOPE OF WORK: COVERED DECK ADD T ON ON SOUTH S DE OF S NGEE
EAM LY RES DEN CE. EN CLOSE AREA U N DER EX ST N G ROOF ON WEST S DE
& RECONE GURE STA RS & BATHROOM N THAT AREA OF THE HOUSE,
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
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CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
OBTAIN ELECTRICAL
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SCALE: 1 " = 10'-0"
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
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BUILDING O ICIAL
Apr 14 2022
APPROVED DATE
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REVISION
Mar 29 2022
CITY OF EDMONDS
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DEMOLITION MAIN FLOOR PLAN
SCALE: 4" = 1'-0"
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AIR LEAKAGE CONTROL AND
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2.3 - REDUCE THE TESTED AIR
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PER HOUR AT 50 Pascals
1.5 CREDITS PROPOSED
— WHOLE
HOUSE FAN
3,000+ S.F.
3 BEDROOMS
75 CFM REQUIRED
- INTERMITTENT ON TIMER
75% PER 4-HOUR SEGMENT
1.3 FACTOR x 75 = 97.5 CFM
- FAN NOISE LESS THAN 1 SONE
- ALL HABITABLE SPACES HAVE
SCREENED, OPERABLE WINDOWS
WHERE USED AS A GUARDRAIL,
MAX OPENING IS 4".
PROPOSED MAN FLOOR PLAN
SCALE: 4" = 1'-0"
LIVING
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EXISTING ROOF, FLOOR &
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EXISTING ROOF, FLOOR &
DECK STRUCTURE TO
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FOUNDATION WALL (CMU)
RECONFIGURE THE
STAIRS (BETWEEN GARAGE
& ADJACENT CRAWLSPACE),
THEN RELOCATE BATHROOM
AS SHOWN IN PLANS
PROPOSED SECTION
SCALE: 4" = l'-0"
REVISION
Mar 29 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NIHRTH
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PROPOSED FRAMING PLAN
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EXISTING WINDOW CONFIGURATION:
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SL sill026" SL sill@40"
-------
------------------
ENLARGE SGD BY EXPANDING OVER (REMOVE
WINDOW)
PROPOSED WINDOW CONFIGURATION:
5'-112"
00,
3' - 6" 54"W x 54"H 11 "
SL sil @26"
UP -
RANGE 21 @12"
3R @6.3"
SCALE: 4" = 1'-0"
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JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND,
■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE
IEXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY ■
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ISHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" m
TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD
■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR
`CONCRETE WALLS BELOW GRADE. ■
!FASTENERS FOR PRESERVATIVE -TREATED
AND FIRE -RETARDANT -TREATED WOOD SHALL i
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■STEEL, STAINLESS STEEL, SILICON BRONZE OR
(COPPER. COATING WEIGHTS FOR ZINC -COATED
■ FASTENERS SHALL BE IN ACCORDANCE WITH ■
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(PRESERVATIVE -TREATED LUMBER REQUIRED WHERE FLOOR ■
JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, !
■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE
IEXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY ■
,IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING,
ISHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" ■
TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD !
■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR
`CONCRETE WALLS BELOW GRADE. ■
!FASTENERS FOR PRESERVATIVE -TREATED
AND FIRE -RETARDANT -TREATED WOOD SHALL I
BE OF HOT -DIPPED ZINC -COATED GALVANIZED !
.STEEL, STAINLESS STEEL, SILICON BRONZE OR ■
!COPPER. COATING WEIGHTS FOR ZINC -COATED
■ FASTENERS SHALL BE IN ACCORDANCE WITH ■
�ASTM A153. IRC R317.3
#4 EA. WAY
® BOTTOM
DETA L @ 4x4 POSTS
SCALE: 1" = 1'-0"
EXISTING WINDOW CONFIGURATION:
3'-6"
54"W x 54"H 1,-52 12"W X 80"H SGD _0» 48"W x 40"H
SL sill@26" I SL slll@40"
------------------
ENLARGE SGD BY EXPANDING OVER (REMOVE
WINDOW)
j PROPOSED WINDOW CONFIGURATION:
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I00,
I 3' - 6" 541 x 54"H
SL sil @26"
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UP -
2T @12"
3R @61'
CONT.
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SCALE: 4" = 1'-0"
DETAIL @ BEAM
SCALE: 1" = 1'-0"
6x6 CON
P.T. POS
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6x6 P.T. 6x6 w I NEW BEAM 6 x 10 I 6x6 w
POST ECCLQ ECCLC
I o i ECCQ66 �P TIMBER RAFTERS CONNECTED WITH 10"i TIMBERLOCK
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B WITH STUCTURAL WOOD SCREWS 0.220 x 3 2'
S1
G PROPOSED CAf�OPY FRAM NG
SCALE: 4" = 1'-0"
REVISION
Mar 29 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE
5/24/2021
SCALE:
4
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SHEET
sl