REV1 APPROVED PLN BLD2023-1524+Site_Plan+3.7.2024_8.24.10_PM+4112666i
I
PROPOSED DECK
120'
PROPOSED SITE PLAN
SCALE: 1" = 10'-0"
EXI STI N O LOT COVERAGE CALCULATIONS:
GROSS SITE: 8,712 SQ� ET, (0.20 ACRE)
EXI STI N O REST DEN CE: 1,132 SQ. ET.
EXISTING PORCH: 40 SQ. ET.
EXI STI N O GARAGE: 560 SQ. ET.
GROSS BUILDING: 1,732 SQ. ET.
OF SITE: 20%
\ EXIST
COOP
\ 96 S.
(TO E
\ REMO
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WATER
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EXISTING I
DRIVEWAY
865 S.F. I
25'-0"
=nklT vAon
22'-0- unt
PROPOSED LOT COVERAGE CALCULATIONS:
GROSS SITE: 81712 SQ. FT. (0.20 ACRE)
EXISTING RESIDENCE: 1,132 SQ. FT.
EXISTING PORCH: 40 SQ. FT.
EXISTING GARAGE: 560 SQ. FT.
PROPOSED DECK FRONT STAIRS: 28 SQ. FT.
PROPOSED DECK: 264 SQ, ET,
PROPOSED DECK STAIRS: 37 SQ. ET
GROSS BUILDING: 2,061 SQ. ET.
OF SITE: 24%
1201
POI
EKS7NG SITE PLAN
SCALE: 1' = 10'-0"
0 WATER
- . ! METER
I
EXISTING
DRIVEWAY
865 S.F. I
22'-0- uNt
A�
AO /
0
CV
0
O
cV
0
0
3'— 0"
MN
- 1- 4 1 V
B
RO
8'-0" 8'-0"
F—; —1
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T�
22' 0"
EKS7NG SITE PLAN
SCALE: 1' = 10'-0"
0 WATER
- . ! METER
I
EXISTING
DRIVEWAY
865 S.F. I
22'-0- uNt
A�
AO /
0
CV
0
O
cV
0
0
3'— 0"
MN
- 1- 4 1 V
B
RO
8'-0" 8'-0"
F—; —1
I
T�
22' 0"
STRUCTURAL NOTES:
STRUCTURAL NOTES (CONTINUED):
24"x24"x18" CONCRETE FOOTINGS, TYP. 0 BEAM
DECK TENSION TE: 4 - DTT17 w/ 6" HDG SDWH
12" DIA. x18" CONCRETE FOOTINGS, TYP. @ STAIRS
POST BASE: SIMPSON APV866 (MAIN DECK)
WATERPROOFING NOTES:
w/ 2"x8" Titen HD CONCRETE SCREW ANCHOR
- FLASH 0 LEDGER TO PREVENT WATER INTRUSION
- SLOPE WATERPROOF MEMBRANE 01"/FT. MIN. AWAY
POST BASE: SIMPSON ABA44Z (STAIR LANDING)
FROM HOUSE (OVERLAPPING EPDM TROUGHS BETWEEN
w/ 2" x5" Titen HD CONCRETE SCREW ANCHOR
JOISTS), WHILE DECK BOARDS ARE LEVEL
PT 6x6 HEM FIR POSTS 0 MAIN DECK
- GUTTER AT END OF DECK TO DOWNSPOUT
PT 40 HEM FIR POSTS 0 STAIRS
- DECK GUTTERS & DOWNSPOUTS SHALL DRAIN TO
jPOST
TO BEAM: APVT6x2 (MAIN DECK)
SPLASHBLOCKS POINTED AWAY FROM THE SLAB
POST TO BEAM: BC4Z (STAIR LANDING)
- ALL FIELD END CUTS SHALL BE TREATED WITH
APPROVED MATERIALS
PT 48 HEM FIR BEAMS (STAIR LANDING)
PT 6x12 HEM FIR BEAMS (MAIN DECK)
RAILING NOTES:
j
PT 2x12 HEM FIR 016" O.C. JOISTS (MAIN DECK)
FASCIA MOUNT METAL POSTS
JOIST HANGERS: LUS21OZ and LUC21OZ
www.clearviewrailings.com/welded—picket
5/4 x 6 COMPOSITE DECKING
PT 2x12 LEDGER (MAIN DECK) w/ 4" SIMPSON
_
SDWS TIMBER SCREWS — 3 @16" O.C.
PT 2x12 LEDGER (STAIR LANDING) w/ 4" SIMPSON
SDWS TIMBER SCREWS 2 A16" 0 C
AO �
PROPOSED [BECK PLAN
SCALE: 4" _ 1'-o" SITE ADDRESS: 21912 96th AVE W
I
1To10" EDMONDS, WA 98020
2R@1.5"UP PARCEL : 00559700400200
I
I
_ LEGAL_ DESCRIPTION: ROBERT E
THOMAS ADD NO 16 BL-K 004
D00 LOT 2
SCOPE OF WORK: DECK AT S \EE
EAM L-Y RESIDENCE
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
__ ____ ______________ enforcement action.
-- - - - -
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- - - - - - - - - - - 1
PROPERTY OWNER: H PER PETERSON
------------- PHONE: (206) 719 0 7 4 0
---- EMA L-: piper.peterson1 @gmci .com
-- -1
CONTRACTOR:
CONTACT: DREW BARQU ST
PHONE: (360) 3334591
-L1 F-L1 EMA L-: drewbarquist@too andtrade.net
BLD2024-1524
A
AO
1 TO24"
2R@1"
UP
1 TO12"
2R@1.5"
UP
Dne RS-8
Corner
N Flag N
etbacks:
Required
Actual
ont
25'
22'
ides
7.5'
S 9 N
20'
46' '
ear
__-
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ther
-
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25'
exist.
eight
_ _
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REVISION
Mar 08 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
3/6/2024
SCAEE�
1" =
10'-0"
SHEET