REV1 APPROVED BLD2023-1524+Architectural_Plan+3.18.2024_6.38.05_AM+41400911g
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Updated setback
and fence line
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PROPOSED DECK
120'
Footings reduced from 3 to 2,
with increased footing diameter f
\ rom 18" to 24"
ICIWATER Side Deck eliminated and main dec
METER • with stairs moved south 3ft, in line
with north end of ,use
8'-0"
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EXISTING
DRIVEWAY 01
865 S.F. I
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Beam line moved to
13'4 from house to al' Ith
• prescriptive 2x12 joists zing.
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PROPOSED SITE PLAN 0
SCALE: r" _ ,o._o..
EXISTING LOT COVERAGE CAFCU LATI ON S:
GROSS SITE: 8,712 SQ� FT, (0.20 ACRE)
EXISTING REST DEN CE: 1,132 SQ. FT.
EXISTING PORCH: 40 SQ. FT.
EXISTING GARAGE: 560 SQ. FT.
GROSS BUILDING: 1,732 SQ. FT.
OF SITE: 20%
\ EXIST
COOP
\ 96 S.
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PROPOSED LOT COVERAGE CALCULATIONS:
GROSS SITE: 8,712 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, FT.
PROPOSED DECK STAIRS: 37 SQ. FT
GROSS BUILDING: 2,061 SQ. FT.
OF SITE: 24%
1201
EKS7NG SITE PLAN
SCALE: 1' = 10'-0"
\ 0 WATER
- . ! METER
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EXISTING
DRIVEWAY
865 S.F. I
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22' 0"
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8'-0" STRUCTURAL NOTES: STRUCTURAL NOTES (CONTINUED):
424"x18" CONCRETE FOOTINGS, TYP. 0 BEAM DECK TENSION TE: 4 - DTT17 w/ 6" HDG SDWH E
12" DIA. x18" CONCRETE FOOTINGS, TYP. 0 STAIRS
OST BASE: SIMPSON APV866 (MAIN DECK) E WATERPROOFING NOTES:
w/ 2"z8" Titen HD CONCRETE SCREW ANCHOR - FLASH 0 LEDGER TO PREVENT WATER INTRUSION
- SLOPE WATERPROOF MEMBRANE 0 1"/FT. MIN. AWAY
J
OST 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 E - GUTTER AT END OF DECK TO DOWNSPOUT
PT 4x4 HEM FIR POSTS 0 STAIRS - DECK GUTTERS & DOWNSPOUTS SHALL DRAIN TO
jPOST
TO BERM: APVT6z2 (MAIN DECK) E SPLASHBLOCKS POINTED AWAY FROM THE SLAB
- ALL FIELD END CUTS SHALL BE TREATED WITH
POST TO BEAM: BC4Z (STAIR LANDING) APPROVED MATERIALS
PT 48 HEM FIR BEAMS (STAIR LANDING)
-1
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PT 6x12 HEM FIR BEAMS (MAIN DECK) E RAILING NOTES:
13-4
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 z 6 COMPOSITE DECKING
PT 2x12 LEDGER (MAIN DECK) w/ 4" SIMPSON
_
SDWS TIMBER SCREWS - 3 016" O.C.
PT 2x12 LEDGER (STAIR LANDING) w/ 4" SIMPSON
SDWS TIMBER SCREWS 2 016" 0 C
AO �
PROPOSED [BECK PLAN
SCALE: 4" = 1'-0" SITE ADDRESS: 21912 96th AVE W
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1T010" EDMONDS, WA 98020
2R01.5"UP PARCEL : 00559700400200
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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
12 \
2�
2'-8" 13'-4" '
12 '
6�
j 13'-4" o0
01
8' 0"
3'-0" 8'-0"
3'- 2" 16'- 0"
PROPOSED DECK SECTION
SCALE: 4" = 1'-0"
PROPOSED DECK SECTION
SCALE: 4" = 1'-0"
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AO
1 T024"
2R01"
UP
1T012"
2R01.5"
UP
STRUCTURE TO SOUTH
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PROPERTY OWNER: PIPER PETERSON I
PHONE: (206) 7190740 �
EMAIL: piper.peterson1 @gmail.com
CONTRACTOR:
CONTACT: DREW BARQUIST
PHONE: (360) 3334591
EMAIL: drewbarquist@toolandtrade.net
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
E r i & Carftr
BUILDING OFFICIAL
Mar 19 2024
APPROVED DATE
NORTH
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CL Mar 18 2024
CITY OF EDMONDS
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3/6/2024
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SHEET
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
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BUILDING OFFICIAL
Mar 192024
APPROVED DATE s� s�
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Added in Kicker Braces
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Braces
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EXISTING NORTH ELEVAT ON
SCALE: 4" " = 1'-0
EXISTN G WEST EEEVAT ON
SCALE: 4" = 1'-0"
PROPOSED WEST ELEVATION
SCALE: 4" " = 1'-0
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16
12
16
PROPOSED NORTH ELEVATION
SCALE: 4" = 1'-0"
EXISTING SOUTH ELEVATION
SCALE: 4" = 1'-0"
PROPOSED SOUTH ELEVATION
SCALE: 4" = 1'-0"
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REVISION
Mar 18
2024
CITY OF EDMONDS
D A T E
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DEPARTMENT
3/5/2024
SCALP
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