APPROVED BLD ENG PLN RESUB 1-BLD2023-0807+Architectural_Plan+8.31.2023_7.42.56_AM+3757409ALL DISTURBED SOILS SHALL BE SECTION 19 COMPOST AMENDED PER CITY OF SD-642 OR �N n n RANGE EDMONDS STANDARD DETAIL
APPROVED EQUAL. 20324 T H AVE , EDMONDS, A
ENGINEERING DIVISION
APPROVED
09/11/2023
8 7TH AVE. W
ALL WORK SUBJECT
TO FIELD DRIVEWAY Water
INSPECTION FOR 9
CODE COMPLIANCE --
APPRPVED
PLANS UST BE
ON J01 SITE
65
10
EXT.\
BECK
LOCATION OF DECK
RESTORAMON
Approxim to location of
sewer per asbuilt
18
SITE FLAN
3 (o
�5
QUARTER
98026
Zone ---Rs-$ Corner
___ Flag
Setbacks: Required
Actual
Front
Sides
20', 47' .
66'-7"
Rear
Other 1 --------
Height ---------
PROJECT INFORMATION
OWNER: LINDEN & REBECCA ANDERSON
JURISDICTION: CITY OF EDMONDS
PARCEL NUMBER: 00572400000800
LOT AREA: 13,500 SF
O 6/3/23 PERMIT DRAWINGS
1 8/11/23 REVISED PER REVIEW COMMENTS
22 8/30/23 REVISED PER REVIEW COMMENTS
M
City Of Edmonds
Building Department
------------------------------
Work ; DECK
Address 20324 87TH AVE W
------------------------------------------------------
Owner ANDERSON
--------------------------------------------------
Approved Date 4
Building Official Err4
Permit Number BLD2023-0807
Inspection reports for steel and welding APPROVED BY PLANNING
shall be provided to the city inspector. io
Sep 08 2023
FIELD VERIFY ALL DIMENSIONS
RESUB
Aug 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GENERAL NOTES:
- DECK IS FREE STANDING AND NOT CONNECTED TO THE EXISTING HOUSE
- NO FIELD WELDING IS REQUIRED.
MATERIAL NOTES:
- LUMBER SHALL f3E PRESSURE TREATED HEM -FIR 4�2 OR BETTER.
- NAILS, BOLTS, AND CONNECTING HARDWARE SHALL 6E GALVANIZED.
- STRUCTURAL STEEL SHALL BE GR. 50. AND GALVANIZED-
- CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 250OPS1.
ANDERSON DEOK RENOVATION
SITE PLAN
SCALE SHEET
3-:20 Sol
I
—
DECK. FRAMING PLAN
KEYNOTES SOALE: 3/8" = V-O"
1. 2Yc110 PT DECK JOIST @ 16" o-/c, 7. EXISTING STAIR STRUOTURE
CONNECTED USING JOIST TO REMAIN.
HANGERS. S. HSS 4X4X5/16 COLUMN TYP
2. P(3L PT 2X10 LEDGER. ALL FOUR CORNERS. SEE
3. PEEKING DETAIL A ON THIS SHEET.
4. C10X15.3 BEAM. 9. CS16 COIL STRAP. RUN
5. 4X4 CEPAR HANDRAIL POST DIAGONALLY EACH DIRECTION
TYP. SEE DETAIL 6 ON SHEET AS SHOWN ON TOP OF JOIST
S03. FROM LEDGER TO LEDGER.
6. EXISTING HOUSE. NAIL AT EA JOIST LOCATION-
0
1 8/11/23
PERMIT DRAWINGS
REVISED PER REVIEW COMMENTS
13'' TYP
4 HSS COL
V 16" 0
HOLE TYP
�— 9„ SQ it
BASE PLATE DETAIL
-7 SOALE: 1-1/2." = V -O"
5/8" A325 BOLTS TYP -
3x12-x1l/4 ANGLE
SEE DETAIL 13.1
ON SHEET S3 FOR
CORNER (3RAOE INFO
4EA 1/2 GALVANI7—EP
ANCHOR BOLTS
1/4" CAP IPL
1/2." 13EARl NG PLATE
SEE f3ASE PLATE DETAIL
(4)�4
DOWELS
(2.)*4
BARS EW
1o„ SQ RESUB
Aug 31 2023
SQI�] CITY OF EDMONDS
DEVELOPMENT SERVICES
COLUMN D ETA I L DEPARTMENT
SOALE: 1" = V -o"
ANDERSON DECK RENOVATION
DECK FRAMING PLAN AND DETAILS
Z 18/30/2.3 I REVISED PER REVIEW COMMENTS
3/ 8', = 1' -01, 1 S02
VERIFY
s -z
4 7, -43„
4
1.8'
DECK ELEVATION
SCALE: 1/4" = 1'-0"
FIELD VERIFY ALL DIMENSIONS
o 6/3/23 PERMIT DRAWINGS
1 8/11/23 REVISED PER REVIEW COMMENTS
Ix-4 EA SIDE OF SLA'
4x4 POST AT (o' o-/� MAX
2 xw2 SLATS AT 5. 5" or
Ix-4 EA SIDE OF SLA"
2EA 1/2" THRU-(30LTS
TO FRAMING TYP.
SPACE BOLTS 5" o-/c,
5/8" A325
BOLTS TYP
-)..A -rnT7 t) All
TYP HANDRAIL DETAIL
SCALE: 1/2" = 1'-0"
CORNER 13RACE DETAIL
TYP AT ALL COL TO r3EAM
CONNECTIONS. 8 EA TOTAL
SCALE:
ANDERSON DECK RENOVATION
ELEVATION AND DETAILS
RES U B
Aug 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2 � 8/30/23 I REVISED PER REVIEW COMMENTS I I = V-a" uNO I",-S,0a
DEGKI ^I/'
2EA 1/2" THRU 13OL-F
@ 1' &-/c"
Df31- 2X10 PT LEDGEF
C10x1s.� UL-t-\l t
BETWEEN JOIST
2"
BEAM AND LEDGER DETAIL
SCALE: 1-1/2" = 1' -0"
DEGKI N�
2EA 1/2" THRU �BOLT
@ 2' O-/� STAGER BOLT
2X10 PT LEPI ,El
C10X1s.3 UL-1-\l.,
BETWEEN JOIST
2"
s"
BEAM AND LEDGER DETAIL
SCALE: 1-1/2." = 1' -O"
2X10 JOIST HALER
2X10 PT JOIST?
1
Df3L 2X10 PT LEDGER
C10X15.3 BEAM
AT JOIST LOCATION
1/2" THRU BOLT
2X10 PT L
G10�J-J..7 1'Gf'�l"l
DECKING
1/2" THRU 13O LT
ECKI NG
2"
D13L 2X10 PT LEl
ECKI NG
AT HANDRAIL POST LOCATION
0 6/3/23 PERMIT DRAWINGS
1 8/11/23 REVISED PER REVIEW COMMENTS
2 8/30/23 REVISED PER REVIEW COMMENTS
2"
511
AT HANDRAIL POST LOCATION
DEGKI N�
i
f
1/2" THRU BOLT
GENT ON 2X&
2X10 PT LEPI ,El
C1oX1s.3 UL-1-\l.,
AT EXISTING STAIRS
RESUB
Aug 31 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
STRINGER HANGER
TYP EA STRINGER
EXISTING
STAIRS
I
ANDERSON DECK RENOVATION
DECK FRAMING DETAILS
SO4