APPROVED BLD ENG PLN BLD2020-1193+Architectural_Plan+4.12.2021_9.19.55_AM+2139682Written dimensions on this drawing shall have precedence over
scaled dlmenslons. Gontoctor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notifled of any varlatlons from the
dimensions and/or conditions shown on these drawings. Any
such varlotlon shall be resolved by the Owner prior to
oceeding with the work, or the Contractor shall aGGept
,I'll responsibility for the cost to rectify same.
GUARDRAILS SHALL BE MIN. 36" IN
!HEIGHT WHERE THE ADJACENT
ISURFACE OR GRADE IS 30" OR MORE
-BELOW. RAILINGS SHALL BE SPACED
jTO NOT ALLOW THE PASSAGE OF A 4" 1
-SPHERE. IRC R312.1
IGUARDRAILS SHALL BE
DESIGNED TO RESIST A
CONCENTRATED LOAD OF 200
.POUNDS IN ANY DIRECTION AT
ITHE TOP OF THE GUARDRAIL. ■
jINFILL COMPONENTS SHALL BE
DESIGNED TO RESIST A
iHORIZONTAL LOAD OF 50
,POUNDS OVER A ONE SQUARE i
FOOT AREA. I RC R301.5. ■
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Apr 20 2021
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work GUARDRAILS
------------------------------------------------
Address 115 EDMONDS ST
-------------------------------------
-------------------------------------
Owner CHRISTOPHLIS
------------
------------
Approved Date 4/20/2021
Building Official 7 W. 1i ofkauc
Permit Number BLD2020-1193
7 REBAR/CAP
& 0.1'W
�oP coR
_ONNER:
DINO AND NIKKI GHRISTOFI-+ILIS
6521 I E3STf-+ PL/4GE SYN
EDMONDS, VN/4 G802&
SGOFE OF NORK:_
DEMOL I T I ON OF EXISTING HOME /4N17) G/4Rr4GE
GONSTRUGTI ON OF NSW S I NC�LE FA1"f I LY
RCS I DENGE N I Tf--f /4TT/4GHED G/4Rr4C�E
F
ROJEGT /4DDRE55:_
115 EDNfONDS STREET
TAX
F/4RGEL NUMBER:_
2-7052500
LEGAL DESGRIPTION:
(PER STATUTORY WARRANTY DEED REC❑RDING# 9404210016)
ALL THAT P❑RTI❑N OF GOVERNMENT LOTS 1 AND 2, SECTI❑N 23,
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS
FOLLOWS: C❑MMENCING ❑N THE NORTH LINE ❑E EDMONDS STREET
IN EDMONDS, WHERE THE EAST LINE OF SAID ALLEY RUNNING
THROUGH BLOCK 11, IN A NORTHERLY AND SOUTHERLY DIRECTI❑N
IN PLAT OF EDMONDS, PRODUCED NORTH, CROSSES THE SAID
NORTH LINE ❑E EDMONDS STREET; THENCE IN A NORTHEASTERLY
DIRECTI❑N AND AT RIGHT ANGLES TO SAID EDMONDS STREET 120
FEET; THENCE IN A SOUTHEASTERLY DIRECTI❑N AND PARALLEL
TO SAID NORTH LINE OF EDMONDS STREET 60 FEET; THENCE IN
A SOUTHWESTERLY DIRECTI❑N ON A LINE AT RIGHT ANGLES TO
SAID NORTH LINE ❑E EDMONDS STREET; THENCE IN A
NORTHWESTERLY DIRECTI❑N ALONG THE NORTH LINE OF SAID
EDMONDS STREET 60 FEET TO PLACE OF BEGINNING,
SITUATED IN THE COUNTY OF SN❑H❑MISH, STATE OF
WASHINGT❑N,
_LOT SI ZE:_
-7
481 SQUARE FEET
G I TY 01= EDMOND ZONING :_
RS-6 ZONING
ZO' STREET SETBAGK
S' S I DE SETBr4GK MIN.
I5' REAR Yr4RD SETB/4GK
25' Mr4X HE I GHT
E3596" BUILDING GO\/ERAGE
PAR 21.05.025, THE ALLEY IS GONSI DERED /4
STREET BUT DOSS NOT H/4\/E A STREET 5ETB/4G<
MIN. 5ETB/4G< OF 5' REQU I RED
/4\/ERAGE OR I C-7,, I Nr4L GRADE
r4 = 48 .5
B = 4,1
G = 4-7 .-7
D= 48.4
TOTAL = I Gf E3.4/4
/4\/ERAGE ORI O I NAL GRADE = 48.55
MAXIMUM BUILDING HEIC�I-+T= -73.35
/4GTU/4L BUILDING HE I CAI-+T= -75.0I
BUILDING GO\/ERAGE :_
MAX
55%' OF LOT
-748 I (559o") = MAXIMUM zG 18.55 SQUARE FEET
AGTU/4L BUILDING GO\/�R/4GE = z5G5.6 SQUARE
I MFER\/ I OUS GO\/ER/4GE
SEE G I \/ I L LNG I NEER'S DRAINAGE /4ND
UTILITY PL/4N5
APPROVED BY PLANNING
'PaCil�
Apr 15 2021
012
5
E-) I 7E
ENGINEERING DIVISION
APPROVED AS NOTED
W�� 04/16/2021
10 15 ZO
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Apr 12 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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SEE C�EI Ef;,: A _ NOTEs SGAJ_E : I '' = 1 O'
Written dimensions on this drawing shall have precedence over
scaled dlmenslons. Gontoctor shall verify all dimensions,
conditions, etc., pertaining to the work before proceeding.
The Owner must be notified of any varlatlons from the
dimensions and/or conditions shown on these drawings. Any
such varlotlon shall be resolved by the Owner prior to
oceeding wlth the work, or the Contractor shall accept
,I'll responsibility for the cost to rectify same.
PUD TRANSFORMER BOX
(ABOVE GROUND)
POWER TO NEIGHBORS
ACROSS ALLEYWAY
SEWER CLEANOUT AT PROPERTY LINE
STEEL CAP CAST IN CONCRETE DRIVE WAY
DIRVEWAY SLOPES BACK TOWARD TWO
12X12" DRAINS INSTALLED & OFF GARAGE
FACE AND 14' APART
UNDERGROUND POWER INSTALLED BY SNOHOMISH COUNTY PUD
Ce7_wele]01bill II
PUD VAULT IN SIDEWALK
POWER UNDER GROUND
FROM THE POLE IN ALLEY
TO THE SOUTH OF EDMONDS ST
\D
STORM WATER DRYWELL
AND CLEAN OUT PER PLAN
REBAR/CAP
0.5'S & 0.1'W
0F PROP COf?
DRAIN DRYWELL
a1V APPROXIMATELY
CORNER
WATER LINE LOCAED OUTSIDE
RETAINING WALL ALONG SOUTH EAST
SETBACK TO THE NORTHEAST CORNER OF HOUSE
YARD DRAIN RELOCATED ALONG WITH
ENTRY ROOF DOWNSPOUT
WATER METER
_ONNER:
D I NO AND N I KK I C HR 15TOFH I L 15
6521 155TH PLACE 5YN
EDMOND5, PNA G8026
SCOPE OF NOR<:
DEMOLITION OF EXISTING HOME AND G/4Rr4GE
GONSTRUGTI ON OF NEW SINGLE FAMILY
RES I OENGE N I TH ATTACHED G/4Rr4GE
PROJECT /4DDRE55:
115 EDMOND5 STREET
TAX PARCEL NUMBER:_
27052500101700
LEC�/4L DESCRIPTION:
(PER STATUTORY WARRANTY DEED REC❑RDING# 9404210016)
ALL THAT PORTI❑N OF GOVERNMENT LOTS 1 AND 2, SECTI❑N 23,
TOWNSHIP 27 NORTH, RANGE 3 EAST, WX, DESCRIBED AS
FOLLOWS: C❑MMENCING ❑N THE NORTH LINE ❑F EDMONDS STREET
IN EDMONDS, WHERE THE EAST LINE OF SAID ALLEY RUNNING
THROUGH BLOCK 11, IN A NORTHERLY AND SOUTHERLY DIRECTI❑N
IN PLAT OF EDMONDS, PRODUCED NORTH, CROSSES THE SAID
NORTH LINE ❑F EDMONDS STREET; THENCE IN A NORTHEASTERLY
DIRECTI❑N AND AT RIGHT ANGLES TO SAID EDMONDS STREET 120
FEET; THENCE IN A SOUTHEASTERLY DIRECTI❑N AND PARALLEL
TO SAID NORTH LINE OF EDMONDS STREET 60 FEET; THENCE IN
A SOUTHWESTERLY DIRECTI❑N ON A LINE AT RIGHT ANGLES TO
SAID NORTH LINE ❑F EDMONDS STREET; THENCE IN A
NORTHWESTERLY DIRECTI❑N ALONG THE NORTH LINE OF SAID
EDMONDS STREET 60 FEET TO PLACE OF BEGINNING,
SITUATED IN THE COUNTY OF SN❑H❑MISH, STATE OF
WASHINGT❑N,
_LOT 51 ZE :_
7401 SOUARE FEET
C I T1' OF EOMOND ZONING :_
RS-6 ZONING
ZO' STREET SETeAC,<
5' 51 DE SETBAC,< MIN.
15' REAR Yr4RD SETBACK
25' MAX HE I C�HT
559 BU I LD I NC-7 CO\/ERAC-7E
PER 21.05.025, THE ALLEY IS CON51 DERED A
STREET BUT D0E5 NOT HAVE A STREET 5ETBAC-,<
MIN. 5ETeAC-,< OF 5' RE0U I RED
A\/I =-RAC�E ORIGINAL GRAZ;)E :
A = 48.5
B = 4G
C= 4-7.7
D= 48.4
TOTAL = I Gf 5.4/4
A\/ERAGE ORI G 1 NAL GRADE = 48.55
MAXIMUM BUILDING HE I C�HT= 75.55
ACTUAL BUILDING HEIGHT= 75.01
BU I LD I NC:;, CO\/ERAGE :
MAX 55%' OF LOT
74,51 (559 ) = MAXIMUM 2618.55 5OUARE FEET
ACTUAL BU 1 LD I NCB CO\/ERAC�E = 25G5.6 SG2UARE
FEET (54.-7%)
I MPER\/ I OUS CO\/ER/4GE
SEE C I \/ I L ENC-71 NEER'5 DRA I NAC-7E AND
UTILITY PLAN5
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SEE C52ENERAL NOTES SC -,ALE: I " = 10'
WRITTEN DIMEN51ON5 ON TH15 DRAKN& 5HALL HAVE PREGEDENGE OVER 5GALED DIMEN51ON5,
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG_ PERTAINING TO THE NOR<
BEFORE PROGEEDINC. THE OIANER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 ANWOR GONDITION5 5HONN ON THESE 17RA}NIN05. ANY 5UGH VARIATION SHALL BE
RESOLVED BY THE ONNER PRIOR TO PROGEEDING AITH THE AC)RK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RE5PON5IBILI7Y FOR THE G05T TO REGTIFY SAME.
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FIN. PLR. MAIN — — —
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EAST r=L r=\/A71 ON
SEE CvENER,4L NOTES
NORTH EL.EVAT 1 ON
SEE CGENEP AL NOTES
Sr.ALE. 1/4" = I' -all
5C, ALE: 1/4" = 1'-0"
3x3x.25 H6S COLUMNS
Ix4 GORNER BOARD
HARD I E
NO WHERE
>N EA5T
ZTH ELEVATIONS
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WRITTEN DIMEN51ON5 ON TH15 DRAKN& 5HALL HAVE PREGEDENGE OVER 5GALED DIMEN51ON5,
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG_ PERTAINING TO THE NOR<
BEFORE PROGEEDINC. THE OANER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 ANWOR GONDITION5 5HONN ON THESE 17RA}NIN05. ANY 5UGH VARIATION SHALL BE
RESOLVED BY THE ONNER PRIOR TO PROGEEDING AITH THE AC)RK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RE5PON5IBILI7Y FOR THE GO5T TO REGTIFY SAME.
LF
I
MAIN FLOOR P.L.
FIN. PLR. MAIN — — —
I nwf=ta f=l nOR P.L.
7YVER
EAST r=L r=\/A71 ON
SEE CvENER,4L NOTES
SG.ALE. 1/4" = I' -all
BOTTOM
OR I H ELE Y A 11 ON CONCRETE PAD MINIMUM 4S BOLTED TO
I�
SEE CGENEP AL NOTES
5C, ALE: 1/4" = 1'-0"
C-CHANNE FRAME AT LANDING
WITH PREC ST CONCRETE TREADS
MOUNTED TO ANGLE IRON WELDED
TO THE FRP ME
Ix4 GORNER BOARD
HARD I E
NO WHERE
>N EA5T
ZTH ELEVATIONS
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WRITTEN DIMEN51ON5 ON TH15 DRAKN& 5HALL HAVE PREGEDENGE OVER 5GALED DIMEN51ON5,
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC_ PERTAINING TO THE NOR<
BEFORE PROGEEDINC. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMEN51ON5 ANWOR GONDITION5 5HONN ON THESE 17RA}NIN05. ANY 5UGH VARIATION SHALL BE
RESOLVED BY THE ONNER PRIOR TO PROGEEDING AITH THE AC)RK, OR THE GONTRAGTOR SHALL
AGGEPT FULL RE5PON5IBILI7Y FOR THE G05T TO REGTIFY SAME.
FF LlAOTNIC OAAICI FF
4" EXP05Ui
GLEAR GEE
51DIN6 N f
SHOWN
30"TALL
EXF05ED
CONCRETE
WALL
NOTES:
I. ALL WOOD EXPOSED TO WEATHER
SHALL BE FRESSURE TREATED, f-AINTED OR
r E=;)AR.
2. GAUL< AND SEAL ALL WINDOW/DOOR
AND EXTERIOR ENVELOFE
PENETRATIONS.
5. C�LAZ I NCB E'ER STATE ENER6�p'r' GORE.
4. PROTECTION FROM DEGA-' 15 REOIJ I REiJ FOR ALL
WOOD 51 D I NO AND WALL FR.AMI NCB LESS THAN
2" ABOVE CONCRETE STEPS, FORGH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL 5URFAGE5
EXPOSED TO THE WEATHER
5. REFER TO ALL ELEVATIONS FOR
TYF I GAL NOTES.
6. S.G. = SAFETY GLASS
FLASH I NG, NOTE
APPROV D GORROS O �l—RES I5T/�NT FLASH I NCB
SHALL E3E APPL I FD 5H I Ncl LF FASHION IN 5UGH A
MANNER TO PREVENT FNTR`i' OF 1�ATFR INTO THE
WALL CAVI T'I' OR F�ENETRATI ON OF WATER INTO
THE E31UI LD I NCB STizUCTURAL FRAM I NC7 COMPONENTS
THE FLASHING, 5HALL FXTENE:) TO THE SURFACE OF
THE EXTERIOR WALL F I N I E1 H. APP ZOVFD COizRO5I O 1
RL515TANT FLASH I NG:, 5HALL 1_3L I NE1 TALLEL7 AT THE FOLLO/\I I NCB LOGAT I ONE ;
I. FXTFRIOR WINDO^ AND DOOR OPFNIN05. FLA5HINO AT FXTFRIOR WINDO^
AND DOOR OPFN I N05 SHALL EXTEND TO THE SUREAGE Oi= THE EXTERIOR
WALL FINISH OR TO THE WATER RE515T1 VE BARRIER FOR 51JB5EOL)ENT
DRA I NAc�F
2. AT THE I NTFR5FGT1 ON OF GH I MNFY5 OR OTHER 1"^50NRY
GON5TRUGTION WITH FRA F OR 5TU000 WALLS
E3. UNDER AND AT THE ENDS OF i"^SONRY, WOOD, OR
METAL GOP I N05 AND 511 LS
4. CONT NUOUSLI' ABO\/E ALL WOOD TRINE
5. WHERE EXTERIORS POtzCHES, DECKS, OR STAIRS ATTACH
TO A WALL OR OF WOOD FRAR� E
C_0Nl TRSUCT10N
6. AT WALL AND ROOF NTER5EGTI ON5
-7. AT BUILT IN GUTTERS
(5-ad (5.C�.1
Vp#v V I T-r "m&�"m Y T—% I I V I"WA
SEE GENERAL NOTES
LANDING LAG BOLTED TO DOUBLE JOIST OF DECK
GARDRAIL PER DETAIL
TOP DECK LAYOUT REV 1
(5-c) (S.G.} (S.G)
NO LONGER PROPOSING
ADDTIONAL EXTERIOR STAIRS
DUE TO LOT COVERAGE
ISSUES
SCALE: 1/4" = I'—O"
^17=S7 17=L-17=\/A71 ON
SEE GENERAL NOTES
SCALE. 1/4" = I' -a"
I" IV I U/-XL I"Ift I EKI/'�LO
"5LIMBRIGW GOAL
GREEK GOLOR
INSTALL PER MFO.
5PEGIFIGATION5
1;
SQUAiZE= FC)=AOE=S
FAIN 2I55
�AF,AC;:, E:
20'-0"
PLANTER BOXES AND RAILS PER
LEFT SIDE STAIR RAIL AND BOX
ASSEMBLY AND STREET RAIL AND
BOX DETAIL SHEETS
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FIN. FLR. MAIN
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FIN. FLR. LOWER
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permit:
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D ETA I L A
SCALE 2 : 25
I GUARDRAILS SHALL BE DESIGNED TO RESIST A ■
■CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT I
I THE TOP OF THE GUARDRAIL. INFILL COMPONENTS SHALL BE ■
■ DESIGNED TO RESIST A HORIZONTAL LOAD OF 50 POUNDS I
IOVER A ONE SQUARE FOOT AREA. IRC R301.5. ■
IGUARDRAILS SHALL BE MIN. 36" IN HEIGHT WHERE THE ADJACENT SURFACE ■
OR GRADE IS 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT I
■ ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1
Dimensions in
Inches and Degrees
Tolerances:
Decimals:.x = +/- .050"
.xx = +/- .050"
.xxx = +/- .050"
Angular: X° = +/- .50°
NE,v,,,LJS FA�
Drawing Title:
street rail and box
Scale 1:50 1 Date 2/10/2021 1
REV
eet: 1
■
GUARDRAILS SHALL BE MIN. 36" IN HEIGHT
WHERE THE ADJACENT SURFACE OR
■GRADE IS 30" OR MORE BELOW. RAILINGS
SHALL BE SPACED TO NOT ALLOW THE ■
:PASSAGE OF A 4" SPHERE. IRC R312.1 !
GUARDRAILS SHALL BE DESIGNED TO
iRESIST A CONCENTRATED LOAD OF
200 POUNDS IN ANY DIRECTION AT THE
ITOP OF THE GUARDRAIL. INFILL
'COMPONENTS SHALL BE DESIGNED TO ■
RESIST A HORIZONTAL LOAD OF 50
iPOUNDS OVER A ONE SQUARE FOOT i
• AREA. IRC R301.5.
Inches and Degrees
Tolerances:
Decimals:.x = +/- .050"
.xx = +/- .050"
NEXLJS FAN
Drawing Title:
left side stair rail and box assembly
.xxx = +/- .050"
Angular: X° _ +/- .50°
Sheet: 1 of 1
Scale 1:50 1 Date 2/10/2021
0
0
N
(GUARDRAILS SF
136" IN HEIGHT"
ADJACENT SURI
OGRADE IS 30" OR MORE
BELOW. RAILINGS SHALL BE
-SPACED TO NOT ALLOW THE
!PASSAGE OF A 4 SPHERE.
I RC R312.1 •
:HUUNUS IN ANY UIKILL: I IUN A I
ITHE TOP OF THE GUARDRAIL. •
jINFILL COMPONENTS SHALL BE
DESIGNED TO RESIST A
iHORIZONTAL LOAD OF 50
.POUNDS OVER A ONE SQUARE i
FOOT AREA. I RC R301.5. •
Dimensions in NEXUS
FAL,,,;
MEInches and Degrees
Tolerances: Drawing Title:
Decimals:.x = +/- .050"
.xx=+/-.050" top deck layout rev]
.xxx = +/- .050"
Angular: X° = +/- .50° - REV
Sheet: 1 of 1 7 Scale 1:10 Date 3/23/2021