1047 BELL ST.PDF1047 BELL ST
•R.
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:OV 13�zc) `t I O z5DO
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS(RECORDED)FOR:
CRITICAL AREAS:- ZDtj— u-Lg DETERMINATION: ❑ Conditional Waiver ❑ Study Required [Waiver
DISCRETIONARY PERMIT #'S: •{1Rd�1���[At>� �� ' OZ)
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
ft-Ei7b`lZ+� enC6� lq*l32 bWo Iga(00' 11(Plu.wmb) 2z�Z- c) zLz1km
2-23z 03�H W Q e �
PLANNING DATA CHECKLIST DATED: 1I V I i b
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED.1LS�Z—
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DSTsTonns\St eet File Checklist.doc
02/27/1,00 01:29 2066221766 TOHK!H/HOYNE/LOKAN PAGE 03
EXIST. LIVING
DECK RENOVATION I
TO BE DETERYIMED .... ...
A�
FURR OUT FIT JSpW
G!4ED
FOR ALI® FMI I / �
I T �
—TRAM PLATFORM USE
TO BE OETE►a"IINED r)T.
I
��. • / PAA90 TM
[EXI9 KIT
I � �
MAIN DWELLING:
�-
1"I99 SF NEW STEP '
1.1T•OTAT
o �J
ROOF L
ABv_,
I
V.
/ I
�I I9d IQ
1 77q.1 I
_fit 12b I I 4 � 60FFIT
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NEW i �� o
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�rCMEN �
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9
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FLOOR WLL,
FINISW FLOORING OVER
3/4" T40 PLYW'D. OVER
2 X 0 JOI&TE • 16" Or..
GARAGE �
I
Z
'
E
I
I
°
I
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ADU = TOTAL NE + M DELED AREA.
. 34 4 SF
: 'b0 OF'
pia 7'
4`- Iry j. r,�,
� T6 SF
. 30 BF
17T
,a: ie 8F i� eF
FEB 2 7 2002
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
02/27/2002 01:29 2066221766 TONKIN/HOYNE/LOKAN PAGE 02
v
PATId"1 POINT . 100D0'
UP
EXIST. I�
DECK ;—R I SLAG ELEV . 1005
i I
— —
\ � U
FTRr /EXISTING I STORY
CARGARW
STREET
I % STRUGTUI�E �L _L
\\/ I
� EXIST. I � / \ �
DECK L — —
144.6 1
IPA" SPACE 9
(E) OW
APPROVED BY PLANNING 2
51TEPLAN-
go�-
R
FEB 2 7 2002
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
A REVISION 2/27/02
DNWWNC rAE:
-MEET ND.:
Tonkin Hoyne Lokan
ARCHITECTURE & URBAN DESIGN
Aker's House Remodel
1047 Bell Street
Site ie
Sk-�1
204 FIRST AVENUE SOUTH SEATTLE. W'ASHINOTON 96104
PI10NE: (M) 624.78601 FAX; (206) 622-1766
Cwner - Jsn Nilsen
1047 Bell Street Edmonds. Weshingten
3CALE: 1' = 20'-0"
DATE: 2/27102
•
L_J
PLANNING DATA
SITE ADDRESS: IOL-i
PROJECT DESCRIPTION
REDUCED SITE PLAN PROVIDED?: Rel / No
MAP PAGE: CORNER LOT: Yes / o
a
FLAG LOT: a9_S_fQ0
ZONING: - CRITICAL AREAS DETERMINATION M - o - N a c+
❑ Study Required:
Waiver
❑ Conditional Waiver
CHK#: C) Q-
SEPA DETERMINATION:
❑ Fee
❑ Checklist
❑ APO list w/ notarized form
❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
❑ Exempt
SETBACKS:
Required Setbacks%
Street: �)o Left Side: '15 ' Right Side: 5 Rear: I FJ
Actual Setbacks.
Street: 1 O ' Left Side: 1 O- 5 Right Side: S Rear: i s
Street map checked for additional setback required? Yes / No / A
❑ DETACHED STRUCTURES:
❑ ROCKERIES:
❑ FENCES/TRELLISES:
❑ BAY WINDOWS / PROJECTING MODULATION:
❑ STAIRS / DECKS:
PARKING: Required:_Q� Actual: > '�Z
LOT AREA: ., • T a
LOT COVE
STRE"&Wi FILE
_ .ar�'38 -13Z0C
BUILDING HEIGHT:- �_o{-
Datum Point: U Datum Elevation:
Maximum Allowed: Actual Height: a
A.D.U. CREATED?: No / es
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No
OTHER--*- Wka_ckS AW can 4_c, ^p IV c�rJ2o Apo z - i 5 - A►=k_>
Plan Review By. �in6r_ O—A NA!2 c I
NewBPP1anningDataForm.D0C
Critical Areas Checklis CA File No: 12-61
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/ Location: ID417
2. Property Tax Account Number: 43A Del nu Gb
3. Approximate Site Size (acres or square feet): t
4. Is this site currently developed? ✓yes; no.' !/
If yes; how is site developed? 5/Y1gle- M$4Mee,
5. Describe the general site topography. Check all that apply.
Flat: ' less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet). .
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet
over a horizontal'distance of 33 to 66-feet).
Steep: grades of greater, -than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):'
6. Site contains areas of year-round standing water: Approx. Depth:.
7. Site contains areas of seasonal standing water: ; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway _ floodplain of a water course.
9. Site co tains a creek or an area where water flows across the grounds surface? Flows are year-round?
u Flows are seasonal? (What time of year? ).
10. Site is primarily: forested ; meadow ;shrubs ; mixed
urban landscaped (lawn,shrubs etc) YES
11. Obvious wetland is present on site:
Critical Areas Checklist.doc/3.19.2001
•
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this .form 1is to,,
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff, to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observatip s of these x@hta available at
City Hall (Critical aiUs mventones, maps, or soil
surveys). C,[ 0 - 201M
Date Received: IQ I U I
City Receipt #•. S
Critical Areas File #: C A -of- Zq
•.:Critical Areas=Checklist Fee: � - `$45.00
Date, Mailed to.ADDlicant:
A property owner, or his/her authorized. representative,
must fill` out the `checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map,. along with the signed copy
of this form to. assist City staff in finding and locating the
specific .piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e:g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the.processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true; and convect to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLICANT/AGENT
DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent.to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER
PLEASE PRINT CLEARLY
Owner/Applicant:
.fprNEr L..
Name
/0#1 044, sr
Street Address
City State Zip
Telephone: 'd-7
Email address (optional):
DATE.
Applicant Representative:
Name
Street Address
City . State Zip
Telephone:
Email Address (optional): .
Critical Areas Checklist.doc/3.19.2001
w ,
APPLICATION
The Cityof Edmonds for
SIDE SEWER PERMIT
NEW CONSTRUCTION ❑ REPAIRS ❑ EASEMENT No . ..........................................
118-01600
OWNER-----------Shj-PPQn-a.--F1QnenG.e...................................................... CONTRACTOR ......... --........................................................ ------------------------------- PERMIT No.......................
ADDRESS ....... 1DA7... Bell ... ST_...................•----------....--------------••--------•------ LEGAL DESCRIPTION: LOT No. .............................................. BLOCK No.............................................
NAME OF ADDITION .
1-1
Lu
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LL
LL!
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DYE TESTED ON SEWER, 1972
Approved:
DATE................................................ By .......................................... ........... .................
PUBLIC WORKS DEP IST�
BUILDINGP _ w JST
(address) to
Street Right -of -Way Existing ®/CpQ
REQD
z
Access Easements Existing ) 10
0 Gr REQD.
H
1:4
Utility Easement Existing �� ��
REQD
w
Lot Per Subdivision Plat
"" Assessor Map.
w
Site Plan Checked for Accuracy
7,
z
Underground fairing Reqd.
H
Check Accuracy of Legal Description
i%
z
Review by ?j
Date 2 .
w
Existing Water Main Size
t in Required
rvice quired
:Hydrant
Size Exis t
drant Reqd Per Fire Code
Size
w
Detector Check. Meter Reqd-.-..
Cross Connection Inspec
1
H
Fire Department is
Wa Meter Charge Regd.
Review by
Date
Septic Tank Design Approved
Date
is Tank Permit Reqd.
Permit No.
Sanit Sewer Availability
Proj.
Drawing No.
File No.
Side Sewer Availa ity
Sanitary Sewer Connects �eed.
3
Review by
Date
w
Open Ditch Existing
Regd.
Z
Culvert.Regd..
e
c6
Catch Basin Reqd.
Indicate Site'Plan
0
Shoulder dra' e maintain collection on
swale open runoff
H
Manho regd.
Indicate on Site Plan
Soil Conditions and Ground Water Field Checked
Review by
Date
Revised: lv10-1977
Page 2
vg Regd.
H
... Curb and Gutte
w Sidewalk Reqd.
w Curb Cut for Driveway Reqd.
P4 ' Right -of -Way Constructi rmit Reqd.
H ". Bond R��f�o is Improvements
S Sign Reqd.
Other Signing Reqd.
A
ermit Site Inspection made on
z
BY: SEWER
w w WATER
a
H �z+ STREET
ENGINEERING
Special" Requirements listed in memo to Conmmity Development Department,
Building Division
BY ����� Date
o *" All items filled in on Building Permit Application
x .N� 7By �� Date
�'. Drawings -Stamped and.Notations Made 171
w BY Date
Approved by Public Works Department
a
Revised: lv 10-1977
VICINITY MAP
L
Q
O
PROIECTN EDMONDS 6T.
BELL STREET
MAN STREET
Lu
671- I►
U
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I �
LU
N W
SITE I.A FLAT <
�Dr rL rrvr vrcivrIL\ rrcvty
JAN NILSEN PARCEL NO.: 00434204102300
OWNER: 1041 BELL STREET
EDMONDS, WA 98026 511'E ADDRESS : I041 BELL STREET, EDMONDS, WA
PHONE: (425) 115-4310
ZOMItQCs
ARCHITECT-. ?ONKIN/HOYNE/LOKAN 517E AREA : 1,310 5F
204 FIRST AVE S.
SEATTLE, WA 98104 TOTAL BUILDING COVERAGE: 2,538 5P (34q OF 51tE)
PHONE: 120(o) 624-18M
FAX: 120(o) 622-I1bb TOTAL IMPERVIOUS 501L: 3fo04(EX15TINCs) + fD (NEW) = 3Jo04 5F
CONTACTS: JIM RYMSXA (BUILDING + PAVMCs)- (49%OF SITE) 5EE SWEET A4 FOR GACGS.
EMAIL: JAMESRaTNL-ARCH.COM
IMPERVIOUS SOIL CALCS. CRITICAL AREA CLASS: NONCRITICAL AREA
CONSTRUCTION TYPE : TYPE V -NR
PRE-1511
AFTER IS11
OCCUPANCY:
R-3 W/ (1) ACCESSORY DWELLING UNIT (ADU)
EXISTNG BUILONG PAD
OWNER CUP
EXISNG FRONT DECK
II85 SF
2234 SF
EXISTING REAR DECK
0 SF
410 SF
EXISTING DRIVEWAY
0 5
ADU (ADDITION) SIZE:
119 5F (719/1799 = 40.0%)
�
400 SF
2
TOTAL. EXISTING IMPERVIOUS AREA=
1425 SF
3604 SF
UNIT PA G :
0 -
NG GARAGE
PLUS (1) TANDOM.
I
Iw 191-011 5'-01�
DATUM POINT = IVVVV'
10000' -----
I up
I
EX15T.
DECK
IF
----- 1
10
t`1AIN I ---------
ENTRY X 1ST INCH 1 5TORY
TRUCTUIRE �+
i 2
i I EXI f` 2� AR
----------� �� I C,��GA�4GE 1
EXIST. �� �N
DECK I� i--------
j (1ATAN I M
1 I PAWIN 5PACE
I/ �I
I/ �I
(011-0II (E) DW
111 = 10'—/III
PROJECT DE S-C R IRTION
ADDITION TO EXISTING SINGLE FAMILY HOUSE. ADDITION WILL BE
AN ACCESSORY DWELLING UNIT (ADU), COMPLYING TO CITY OF
EDMONDS STANDARDS FOR THAT CLASSIFICATION.
ADDITION WILL INCLUDE KITCHEN- AND LIVING AREA. THE
EXISTING 5TRUCTURE-WELL TU INCLUDE -A NEW
BATHROOM, EXPANDED BEDROOM AND DINING AREA.
IMPROVMENTS INCLUDE NEW ELECTRIC
SEPERATE PERMIT.
LEGAL D:ESCRIPTI-ON-
THAT PORTION OF LOTS 23, 24, 25 AND 26, BLOCK 41, CITY OF EDMONDS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 38 # 39, RECORDS OF
6NOHOM15H COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24.1
FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, SAID POINT BEING THE CORNER OF
AN EXISTING FENCE LINEt THENCE EAST 67.00 FEET TO A POINT 1.1 FEET EAST OF THE
SOUTHWEST CORNER= OF LOT° 25- AND TI-lE CORNER - OF: AN- EXITING- FENCE L INE t- THENCE -
NORTH ALONG SAID FENCE LINE 110 FEETt THENCE WEST 67.00 FEETt THENCE SOUTH
ALONG AN EXISTING PENCE LINE 110 FEET TO THE POINT OF BEGINNINGt EXCEPT THE
NORTH 5 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON,
SHEET INDEX
PROPOSED ADU ALA 110N 304 SF (LESS THAN SF OF EXIST. REAR DECK)
NEW IMPERVIOUS AREA- 0 SF ACCESSIBILITY: NONE REQUIRED FOR GROUP R OCCUPANCIES AO COVER SHEET, 51TE PLAN
TOTAL IMPERVlM SUWACE = 3604 SF PER TABLE 11-8 AND 1103.1823
TOTAL. IMPERVIOUS WWACE PERCENTAGE _
1310 SF/3604 8F = 45% Al FLOOR, FOUNDATION, ROOF PLANS
THE EDMONDS COMMINITY DEVELOPMENT CODE (ECDC) (CHAPTER 1830) HEAT TYPE: GAS FIRED FORCED AIR - EXISTING
REQUIRES SPECIAL DRANAr'sE CONTROL ON ALL DEVELOPMENTS WITH
OVER 2OW SQUARE FEET OF NEW IMPERVIOUS COVERING.
PROJECT WAS 0 -SF OF NEON IMPERVIOUS AREA:
v v v v- v
ERGY
-NOTES
OMPLIANCE:
N OF WSEC, INCLUDING CHANGES FOR UNLIMITED GLAZING IN
R-3 (SF RESIDENTIAL) BUILDINGS rrA•t.r• vco5cc tj vN.c>E2- - Ropo�er,>
GLAZING SF:
TOTAL ADU ADDITION GLAZING = 11B SF. 2mz-
INSULATION:
GLAZING (INCL. DOORS W1 fE 5090 GLAZING). U = AO MAX.
DOORS (NON -GLAZED): U : 20 MAX.
CEILING: U = R-38
VAULTED CEILNG: U = R-30
WALLS: R-21
FLOORS: R-30
SLABS: R-10--
n
VENTILATION:
REQUIRED VENTING: 304 / 300 = 141 50. IN.
f
PROVIDED VENTING: GABLE = 50 SQ. IN
ROOF JACK 49 5Q. IN.
6'
SOFFIT VENT = (2) 2 1/2 DIA HOLES
- '-
PER BAY = 15 S,I./LF
12 LF X (15) = ISO 1.
��/OK -
0
180 + 99 = 279 S.I.
C T R 1 I rT I
1 R A 1 NI nT ..
DESIGN
LOADS:
CONCRETE:
RE INF,
STEEL:
FOOTING BEARING PRESSURE: 2000 PSF ON DENSE NATIVE
MATERIAL OR COMPACTED STRUCTURAL FILL.
ALL.EXTERIOR FOOTINGS SHALL BE- A MINIMUM OF 12" BELOW
FINISH GRADE FOR ONE STORY CONSTRUCTION. SLABS AND FOOTINGS SHALL
BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95%
MAXIMUM DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE
PERMANENT POSITIVE DRANIAGE OF BUILDING PERIMETER.
ROOF = 25 PSF
RQQF DL 15 P5F
FLOOR = 40 PSF
FLOOR DL = 15 PSF
WIND = 80 MPH, EXPOSURE 1151'
SEISMIC ZONE = 115"
fc = 3000 PSI FOR ALL CONCRETE PER UBC AND ACI CODE 318
CONC. RE1NF. STEEL PER ASTM A6&, GRADE- 6f11-(fg - -- (o10,0w) psf); EXCEPT_ -
SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi) LAP CONT. REINF.
BARS 30 BAR DIAMETERS, I'-7" MIN. WWF TO CONFORM TO ASTM A185. U.ON.
COVER TO BE:
BOTTOM OF FOOTINGS: 3 INCHES
FORMED SURFACES:
WEATHER 4 EARTH FACE 11/2 INCHES.
INTERIOR FACE: 3/4 INCH
A2 ELEVATIONS
Al- BUILD Wu SECT ION5- -
A4 DETAILS, DOORN11NpOlU SCHEDULE
CODES AND REGULATIONS
NOTHING IN THE DRAWINGS AND/OR THE
ALL WORK SHALL CONFORM TO THE 1997 UNIFORM
SPECIFICATIONS SHALL BE CONSTRUED TO
BUILDING CODE (UBC) AS AMENDED BY THE n131
PERMIT AN INSTALLATION IN VIOLATION
WASHINGTON STATE AMENDMENTS TO THE UBC, AND
OF APPLICABLE CODES AND/OR RESTRICTIONS.
LOCAL CITY CODES.
SHOULD ANY CHANGE IN THE DRAWINGS BE
NECESSARY IN ORDER TO COMPLY WITH
APPLICABLE CODES AND/OR REQUIREMENTS,.
THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT AT ONCE AND CEASE WORK
WORK ON ALL PARTS PERFORMED UNDER THIS
CONTRACT SHALL BE IN FULL ACCORDANCE
WITH THE LATEST RULES, REGULATIONS,
RESTRICTIONS, REQUIREMENTS AND CODES.
PLYWOOD
ROOF SHEATHING: 5/8" NOM. APA RATED 24/0, EXPOSURE 1.
SHEATHING:
NAILING: IOd (COMMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE
SUPPORTS.
FLOOR -SHEATHING: 314* N01" .' APA- RATED TtG' STURD-1-48/24, EXPOSURE-1.
NAILING: 10d (COMMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE
SUPPORTS.
NAILING NOT INDICATED SHALL FOLLOW UBC TABLE 23-II-5-1
SEISMIC
SIMPSON 11U" TYPE HANC�E:RS.FOR 2X- AND 4X l" IMBER& AND- "ITT" TYM
HOLDERS/
HANGERS FOR PLYWOOD WEB JOISTS.
HANGERS:
SIMPSON "CC" TYPE COLUMN CAPS AT ALL GLULAM AND PARALLAM BEAM TO
POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE
COL. CAPS UDN, ON PLANS:
&NPWN- " PC TYPE POST CAPS- AT ALL BEAM- TO POST CONNECTIONS.- P06T5 -
LOCATED IN BEARING WALLS DO NOT REQUIRE COL. CAPS U.O.N. ON PLANS.
5IMP50N "PBS" TYPE POST BASES FOR ALL POSTS BEARING ON CONC. UDN,
WOOD
TRUSSES SHALL BE FABRICATED PER UBC STANDARDS SEC. 2343.1. SHOPS
TRUSSES:
DRAWINGS SHALL BE PREPARED FOR REVIEW BY ARCHITECT AND BUILDING
OFFICIAL INDICATINf� £ALCULATIONS= MEMBER SfZE; GRADE-; ANC1=10RINE�, ANI�
SIZE AND TYPE OF CONNECTORS. DRAWINGS SHALL BE STAMPED BY A
-oF�j�OI,� PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
TIMBER: 2X MEMBERS; H.F 02 (Fb =1270 PSI) --� ��y r,� ��.����� � PLATE MFG. MUST BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPU AND .
4X MEMBERS D F2 (Fb 1080 PSU HAVE A CURRENT ICBO REPORT FOR ITS METAL GUSSET PLATES.
6X MEMBERS: D.F. I (Fb = 1350 PSI) �n� P
LUMBER NC; T NOTED: D.F. V
BOLTS IN WOOD CONFORM TO ASTM A301
DEVELOPMEICES M,
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DRAWING ISSUE
A REVIEW CORRECTIONS
3/8/02
FOR PERMIT ONLY
THIS DOOu ENT a" BEEN PREPAY FOR
PEFM APPLICATION AND IS suaW TO FEM
AND 11WIP CATIONS BY G 1` AGEi 11
DRAWING TITLE
COVER SHEET,
SCALE: AS NOTED
PLOT DATE: 01/09/02
CAD FILE:
PROJ, MGR.: JAR
-DRAFTER: PP
SHEET NO.
�4
NOT FOR
CON5TRUCT I ON
f ...
STREET FILE
A•, .. -,„
1 i I
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� 041 7 � S+
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02/27/2002 01:2.9 2066221766 TONKIN/HOYNE/LOKAN PAGE 02
SITE IS FLAT
DA" POINT ■ Imm(-''
UP —tom I
51TEPLAN
OpROVED BY PLANNING,
Z
A REVISION 2/27/02
bAWrNO tM.:
SHEET NO.:
Tonkin Hoyne Lokan
ARCHITECTURE & URBAN DESIGN
AkeCs House Remodel
1047 Bell Street
Site
sk-1
204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON S610a
PHONE: (208) 624-7 860 / PAX: (20ti) 622-176b
Owner - J3n Nilsen
1047 Bell Streel Edmonds. %AI3shingttn
u"VYLK:
PROJ. M00..
3CALE: 1' = 20'-0"
eATC• 2/27t02
r
15n 4
2�2
252
534
ACCEPTABLE TIGHTLINE
MATERIAL
SDR 35
SCH 40
N -12
F810 HANCOR
GUTTERS/DOWNSPOUTS
TO CONNECT TO EXIST. SYST.
VICINITY MAP
a
u
d
LJ E C T wMONpS sT.
u��
BELL STREET
MAIN
PROJECT TEAM
OWNER: JAN NILSEN
I041 BELL STREET
EDMONDS, WA 98f026
PHONE: (425)'I15-4310
ARGH I TECT: 70NKIN/HOYNE/LOKAN
204 FIRST AVE S.
SEATTLE, WA 98104
PHONE: (20(o)624-1880
-AX, _(2(D6) 622-I166
��CONTAGTS+�JI�M RYMSZ
EMAIL: JAM�R-s1N-ARGN.COM
/-"� IMPERVIOUS SOIL CALCS.
PRE-1911
AFTER n11
EXISTING BUILDING PAD
1185 SF
x3:CSF
EXISING FRONT DECK
0
-"
EXISTING REAR DECK
EXISTING DRIVEWAY
0 SF
240 SF
�560 SF
40eT
--
TOTAL EXISTING IMPERVIOUS AREA=
1425 SF
SF
AV0=
304 SF (LESS THAN SF OF EXIST. REAR DEFK2
PROPOSED ADU ADDITION
`P7
(01' _ ll NEW IMPERVIOUS AREA=
— — — — TOTAL'. RVIOUS SURFACE = 3604-6F j �i► 7 .
TOTAL IMPERVIOUS SURFACE PERCENTAGE • %-
THE EDMONDS COMMUNITY DEVELOP( ANT CODE (ECDC) (CHAPTER 18.30)
R�QU1RES SPECIAL DRAINAGE CONTROL ON ALL DEVELOPMENTS WITH
�I I OVER 2AW SQUARE FEET OF NEW IMPERVIOUS COVERING.
w
PROJECT HAS 0 SF OF NEW IMPERVIOUS AREA
SITE IS FLAT
DATUM POINT 100.00' -
1100.00 40,60,
UP
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APPROVED AS NOTED
BY FNGINJEERING
17
Date:
P-NIP-Rr.Y NinTFI:�
SITE INFORMATION
PARCEL NO.: 00434204102300
SITE ADDRESS : 1041 BELL STREET, EDMONDS, WA
ZONING: R-6
SITE AREA: 1,310 SF
TOTAL BUILDING COVERAGE: 2A38 SF (3496 OF SITE)
TOTAL- IMPERVIOUS SOIL:
PROJECT DESCRIPTION
ADDITION TO EXISTING .aINGLE FAMILY HOUSE. ADDITION WILL BE
AN ACCESSORY DWELLING UNIT (ADU), COMPLYING TO CITY OF
EDMONDS STANDARDS FOR THAT CLASSIFICATION.
ADDITION WILL INCLUDE KITCHEN AND LIVING AREA. THE
EXISTING STRUCTURE WILL BE UPGRADED TO' INCLUDE A NEW
BATHROOM, EXPANDED BEDROOM AND DINING AREA.
IMPROVMENTS INCLUDE NEW ELECTRIC AND MECHANICAL UNDER
SEPERATE PERMIT.
LEGAL D E c� C R I P TI O N
(BUILDING + PAYING)
THAT PORTION OF LOTS 23, 24, 25 AND 26, BLOCK 41, CITY OF EDMONDS, ACCORDING TO
CRITICAL AREA CLASS: NO- G ITICAL AREA THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 38 4 3S, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24.1
CC )((ADDITION)
TRUCTION TYPE : TYPE V -NR FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, SAID POINT BEING THE CORNER OF
AN EXISTING FENCE LINE± THENCE EAST 61.00 FEET TO A POINT 1.1 FEET EAST OF THE
OCPANCY:' R-3 W1(1) ACCESSORY DWELLING UNIT (ADU) SOUTHWEST CORNER OF LOT 23 AND THE CORNER OF AN EXISTINGG FENCE LINE± THENCE
OWNER OCCUPIED NORTH ALONG SAID FENCE LINE 110 FEET± THENCE WEST 61.00 FEET± THENCE SOUTH
ALONG AN EXISTING FENCE LINE 110 FEET TO THE POINT OF BEGINNING± EXCEPT THE
A SIZE: 304 SF (304/2,538 = 12%) NORTH 5 FEET THEREOF, SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
IT PAWING; (3) TOTAL - (2) IN EXISTING GA SHEET INDEX
PLUS (1) TANDOMLl
.'` �.
ACC 55151LITY: NONE REQUIRED FOR GROUP R OCCUPANCIES AO COVER SHEET, SITE PLAN
PER TABLE 11-13 AND 1103.IB2.3 SON011103 d0 A110
Al FLOOR, FOUNDATION, ROOF PLANS 'U10 S301Aa3S 1N3Wdomma
H AT TYPE: GAS FIRED FORCED AIR - EXISTING A2 ELEVATIONS zooz 1.1 111W
C33AI30321
A3 BUILDING SECTIONS
A4 DETAILS, DOC'R/WINDOW SCHEDULE
CODES _AND REGULATIONS
GLAZING:
PER CHAP. 6 WSEC. REFER TO DOOR/WINDOW SCHED. SHEET A4 FOR GLAZING
NOTHING IN THE DRAWINGS AND/OR THE ALL WORK SHALL CONFOR'1 TO THE 199i UNIFOIRM
SPECIFICATIONS SHALL BE CONSTRUED TO BUILDING CODE (UBC) AS AMENDED BY THE 1997
INSULATION:
REFER TO DETAILS AND BUILDING SECTIONS FOR R-VALUES OF MATERIALS.
PERMIT AN INSTALLATION IN VIOLATION WASHIWGTON STATE AMENDMENTS TO THE UBC, AND
OF APPLICABLE CODES AND/OR RESTRICTIONS. LOCAL CITY CODES.
SHOULD ANY CHANGE IN THE DRAWINGS BE
VENTILATION:
REQUIRED VENTING: 304 / 300 = 141 SQ. IN.
NECESSARY IN ORDER TO COMPLY WITH
PROVIDED VENTING: GABLE = 50 SQ. IN
APPLICABLE CODES AND/OR REQUIREMENTS,
ROOF JACK = 49 SQ. IN.
THE CONTRACTOR SHALL NOTIFY THE
SOFFIT VENT = (2) 2 1/2 DIA HOLES
ARCHITECT AT ONCE AND CEASE WORK.
PER BAY = 15 S.IJLF
WORK ON ALL PARTS PERFORMED UNDER THIS
12 LF X (15) = 180 S.I.
CONTRACT SHALL BE IN FULL ,ACCORDANCE
180 + 99 = 219 S.I. VOK
WITH THE LATEST RULES, REGULATIONS,
RESTRICTIONS, REQUIREMENTS AND CODE6.
NO WHOLE HOUSE FAN REQUIRED. ADDITION IS <500 SF.
STRUCTURAL NOTES
-
SOILS:
FOOTING BEARING PRE69JRE: 2000 PSF ON DENSE NATIVE
PLYWOOD ROOF SHEATHING: 5/8" NOM. APA RATED 24/0, EXPOSURE 1.
SHEATHING: NAILING: lOd (COMMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE
MATERIAL OR COMPACTED STRUCTURAL FILL.
SUPPORTS.
ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" BELOW
FLOOR SHEATHING: 3/4" NOM. APA RATED T4G 6TURD-1-48/24, EXPOSURE I.
FINISH GRADE FOR ONE STORY CONSTRUCTION. SLABS AND FOOTINGS SHALL
NAILING: 10d (COMMON) AT (o" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE
BEAR ON UNDISTURBED $OIL OR STRUCTURAL FILL COMPACTED TO 95io
SUPPORTS.
MAXIMUM DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE
PERMANENT POSITIVE DRANIAGE OF BUILDING PERIMETER.
NAILING NOT INDICATED SHALL FOLLOW UBC TABLE 23-II-5-1
DESIGN
ROOF = 25 PSF
ROOF DL = 15 PSF
SEISMIC 5IMP60N "U" TYPE HANGERS FOR 2X AND 4X MEMBERS AND "ITT" TYPE
LOADS:
FLOOR = 40 PSF
HOLDERS/ HANGERS FOR PLYWOOD WEB JOISTS.
FLOOR DL = 15 PSF
WIND = 80 MPH, EXPOSURE "B"
HANGERS: :.
5IMP60N "CC" TYPE COLUMN CAPS AT ALL GLULAM AND PARALLAM BEAM TO
SEISC E = �� 11
MIZONB
POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE
COL. CAPS U.O.N. ON PLANS.
CONCRETE:
fc = 3000 PSI FOR ALL CONCRETE PER UBC AND ACI CODE 318
REINF.
LONG. REINF. STEEL PEP,ASTM A615, GRADE 60 (fy = 60,0, 00) psi), EXCEPT
5IMP50N "PC TYPE P05T CAPS AT ALL BEAM TO POST CONNECTIONS. POSTS
LOCATED IN BEARING WALLS DO NOT REQUIRE COL. CAPS UDN. ON PLANS.
STEEL:
SLAB DOWELS SHALL BE GRADE 40 (fy = 40;000 psi)... LAP CONT. REINF.
BARS 30 BAR DIAMETER5,1'-7" MIN. WWF TO CONFORM TO ASTM A185. U.O.N.
SIMPSON "PBS" TYPE POST BASES FOR ALL POSTS BEARING ON CONC. U:O.N.
COVER TO BE:
WOOD TRUSSES SHALL BE FAE3RICATED PER UBC STANDARDS SEC. 2343.1 . SHOPS
BOTTOM OF FOOTINGS: 3 INCHES
TRUSSES: DRAWINGS SHALL BE PREPARED FOR REVIEW BY ARCHITECT AND BUILDING
FORMED SURFACES:
OFFICIAL INDICATING CALCULATIONS, MEMBER SIZE, GRADE, ANCHORING, AND
WEATHER 4 EARTH FACE: 1 1/2 INCHES
SIZE. AND TYPE OF CONNECTORS. DRAWINGS SHALL BE STAMPED BY A
INTERIOR FACE: 3/4 INC-I
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
TIMBER:
2X MEMBERS: HF 02 (Fb = 1210 PSU
PLATE MFG. MUST BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI) AND
4X MEMBERS: DF "2 (Fb = 1080 PSI) APPROVED BY PLANNING
HAVE A CURRENT IC50 REPORT FOR ITS METAL GUSSET PLATES.
6X MEMBERS: D.F. I (Fb = 1350 PSI) 3�
LUMBER NOT NOTED: DF, 02
BOLTS IN WOOD CONFORM TO ASTM A301
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AND MODFICAT06 BY WYERMENt AW4=
DRAWING TITLE
COVER SKEET,
SITE PLAN
SCALE: AS NOTED
PLOT DATE: 01/09/02
CAD FILE:
PROJ. MGR.: JAR
DRAFTER: PP
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ACCEPTABLE TIGHTLINE
MATERIAL
SDR 35
SCM 40
810 RANCOR
GUTTERS/DOWNSPOUTS
TO CONNECT TO EXIST. SYST.
APPROVED AS NOTED
BY ENGI EERING
Date: /�3✓l�
61TEPLAN
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is==�� � EDMONDS,
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PROJECT TEAM
OWNER: JAN NILSEN
1041 BELL STREET
EDMONDS, WA 96026
PHONE: (425)115-4310
ARCHITECT: TONKIN/HOYNE/LOKAN
204 FIRST AVE 6.
SEATTLE, WA 98104
PHONE: (20(o) 624-1880
FAX: (20(o) 622-1166
CONTACTS:_J_IM RYMSZA-,------
M- I�MES�T4-4L-ARCH.COM
IMPERVIOUS SOIL CALCS.
PRE-1911
AFTER 1511
EXISTMG BUILDING PAD 1185 SF
EXISING FRONT DECK 0 SF
223--�-sF t 64PI
;t" —
EXISTING REAR DECK 0 SF
EXISTING DRIVEWAY 140 SF
vdeSF —
(D 0
TOTAL EXISTING IMPERVIOUS AREA= 1425 SF
*041F TZO
AV3 ,5
PROPOSERDVIADU ADDITION 304 SF (LESS THAN SF OF EXIST. REAR DECK)
NEW AREA
TOT& -)PPE IOUS SUIRFACE ■0WN-SF- /1�aY3
THE EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) (CHAPTER 18.30)
REQUIRES SPECIAL DRAINAGE CONTROL ON ALL DEVELOPMENTS WITH
OVER 20W SQUARE FEET OF NEW IMPERVIOUS COVERING.
PROJECT WAS 0 SF OF NEW IMPERVIOUSAREA
SITE INFORMATION.
PARCEL NO.: 00434204102300
SITE ADDRESS :
ZONING :
51TE AREA:
TOTAL BUILDING COVERAGE:
TOTAL IMPERVIOUS SOIL:
(BUILDING + PAVING)
CRITICAL AREA CLASS:
1041 BELL STREET, EDMONDS, WA
R-6
1,310 5F
2B3 _6Ef34% OF 5
CONSTRUCTION TYPE: TYPE V -NR
OCCUPANCY: R-3 W/ (1) ACCESSORY DWELLING UNIT (ADU)
OWNER OCCUPIED
ADU (ADDITION) SIZE: 304 SF (304/2,535 = 12%)
UNIT PARKING : (3) TOTAL - (2) IN EXISTING GARAGE
PLUS (1) TANDOM,
ACCESSIBILITY: NONE REQUIRED FOR GROUP R OCCUPANCIES
PER TABLE I1-5 AND 1103.1.823
HEAT TYPE: GAS FIRED FORCED AIR - EXISTING
PROJECT DESCRIPTION
ADDITION TO EXI-STING SINGLE FAMILY HOUSE. ADDITION WILL BE
AN ACCESSORY DWELLING UNIT (ADU), COMPLYING TO CITY OF
EDMONDS STANDARDS FOR THAT CLASSIFICATION,
ADDITION WILL INCLUDE KITCHEN AND LIVING AREA. THE
EXISTING STRUCTURE WILL BE UPGRADE[) TO INCLUDE A NEW
BATHROOM, EXPANDED BEDROOM AND DINING AREA,
IMPROVMENTS INC_UDE NEW ELECTRIC AND MECHANICAL UNDER
5EPER4TE PERMI'i:
LEGAL DESCRIPTION
THAT PORTION OF LOTS 23, 24, 25 AND 26, BLOCK 41, CITY OF EDMONDS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 38 4 3% RECORDS OF
6NOHOM16H COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 24.1
FEET EAST OF THE SOUTHWEST CORNER OF LOT 26, SAID POINT BEING THE CORNER OF
AN EX15TING FENCE LINEt THENCE EAST 6l.00 FEET TO A POINT 1.1 FEET EAST OF THE
SOUTHWEST CORNER OF LOT 23 AND THE CORNER OF AN EXISTING FENCE LINEt THENCE
NORTH ALONG 5A16NRENCE LINE 110 FEETt THENCE WEST 61.00 FEET± THENCE SOUTH
ALONG AN EXISTING FENCE LINE 110 FEET TO THE POINT OF BEGINNING*- EXCEPT THE
NORTH 5 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SHEET INDEX 13 1IJ.R.AS-3),
AO COVER SHEET, SITE PLAN
Al FLOOR, FOUNDATION, ROOF PLANS 'H10 MIAa3S 1 3NO13A3a
A2 ELEVATION5 ZUU% 1 I Nvr
Cl 3AI303ZJ
A3 BUILDING SECTIONS
A4 DETAILS, DOORAWINDOW SCHEDULE
�0401 ENERGYNOTES
CODES AND REG"U LATI ON S
GLAZING: PER CHAP, 6 WSEC. REFER TO DOOR/WINDOW SCHED. SHEET A4 FOR GLAZING
NOTHING IN THE DRAWINGS AND/OR THE ALL WORK SHALL CONFORM TO THE 199I UNIFORM
SPECIFICATIONS SHALL BE CONSTRUED TO BUILDING CODE (UBC) AS AMENDED BY THE 1991
INSULATION: REFER TO DETAILS AND BUILDING SECTIONS FOR R-VALUES OF MATERIALS.
PERMIT AN INSTALLATION IN VIOLATICN WASHINGTON STATE AMENDMENTS TO THE UBC, AND
OF APPLICABLE CODES AND/OR RESTRICTIONS. LOCAL CITY CODES.
VENTILATION: REQUIRED VENTING: 304 / 300 = 141 5Q. IN.
., ,. .>w
., .. ,.. , .
.. . . .
SHOULD ANY CHANGE IN THE DRAWINGS BE
E YIN. T Y .....__.._ . .. _.... _ ._... ....... ....._ ._...
. .. w._ ....
PROVIDED!`VEN NGL"...
TI : G -� 5� SO'"1�1
APPLICABLE CODES AND/OR REQUIREMENTS,
ROOF JACK = 49 60. IN.
ADU
THE CONTRACTOR SHALL NOTIFY THE
I
5OFFIT VENT = (2) 2 1/2 DIA HOLES
ENTPER
ARCHITECT AT ONCE AND CEASE WORK
BAY = 15 5,IJLF
WORK ON ALL PARTS PERFORMED UNDER THIS
12 LF X (15) = IL30 6.1.
CONTRACT SHALL BE IN FULL ACCORDANCE'
180 + 99 = 219 S.I, VOK
LATESTWITH THE
I
I
RESTRICTIONS,REQUIREMENTS AND CODES.
NO WHOLE HOUSE FAN REQUIRED. ADDITION 15 <500 F.
STRUCTURAL NOTES
i
I SOILS: FOOTING BEARING PRESSURE: 2000 PSF ON DENSE NATIVE
PLYWOOD ROOF SHEATHING: 5/8" NOM. APA RATED 24/0, EXPOSURE 1.
MATERIAL OR COMPACTED STRUCTURAL FILL.
SHEATHING: NAILING: 10d (COi~IMON) AT 6" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE
SUPPORTS.
ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" BELOW
FINISH GRADE FOR ONE STORY CONSTRUCTION. SLABS AND FOOTINGS SHALL
FLOOR SHEATHING: 3/4" NOM. APA RATED T4G STURD-1-48/24, EXPOSURE 1.
BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95ro
NAILING: LOCI (COMMON) AT (o" O.C. AT EDGES AND 10" O.C. AT INTERMEDIATE
MAXIMUM DRY DEN5I7Y PER ASTM D-1551. CONTRACTOR SHALL PROVIDE
SUPPORTS.
PERMANENT POSITIVE DRANIAGE OF BUILDING PERIMETER
NAILING NOT INDICATED SHALL FOLLOW UBC TABLE 23-II-5-1
DE61GN
ROOF = 25 PSF
LOADS:
ROOF DL = 15 P5F
SEISMIC
51MP50N "U" TYPE 14ANGER5 FOR 2X AND 4X MEMBERS AND "ITT" TYPE
FLOOR = 40 P5F
HOLDERS/
HANGERS FOR PLYIJOOD WEB JOISTS.
FLOOR DL = 15 PSF
HANGERS:
WIND = 80 MPH, EXPOSURE "B"
SIMPSON "CC" TYPE COLUMN CAPS AT ALL GLULAM AND PARALLAM BEAM TO
SEISMIC ZONE = "B"
POST CONNECTIONS. POSTS LOCATED IN BEARING WALLS DO NOT REQUIRE
CONCRETE:
fc -- 3000 PSI FOR ALL CONCRETE PER UBC AND ACI CODE 318
COL. CAPS U.O.N. ON PLANS.
v
Uq
REINF.
GONG. REINF. STEEL PER A6TM A615, GRADE 60 (fy = 60,000) pal), EXCEPT
6IMP50N "PC TYPE POST CAPS AT ALL BEAM TO POST CONNECTIONS. PO5T5
1
STEEL:
SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 pal). LAP CONT. REINF,
LOCATED IN BEARiNG WALLS DO NOT REQUIRE COL. CAPS U.O.N. ON PLANS.
w
CID
BARS 30 BAR DIAMETERS, 1'-7 MIN. WWF TO CONFORM TO ASTM A185. UAN.
COVER TO BE,
6IMP60N "PBS" TYPE POST* BASES FOR ALL PO5T5 BEARING ON GONG. UDN.
BOTTOM OF FOOTINGS: 3 INCHES
WOOD
TRUSSES SHALL BE FABRICATED PER UBC STANDARDS SEC. 2343.1 . SHOPS
FORMED SURFACES:
TRUSSES:
DRAWINGS SHALL BE PREPARED FOR REVIEW BY ARCHITECT AND BUILDING
WEATHER 4 EARTH FACE : 1 1/2 INCHES
OFFICIAL INDICATING CALCULATIONS, MEMBER SIZE, GRADE, ANCHORING, AND
INTERIOR FACE: 3/4 INCH
SIZE AND TYPE OF CONNECTORS. DRAWINGS SHALL BE STAMPED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WA5HINGTON.
�lllovED
BY 4'LA`�
TIMBER: 2X MEMBERS: HF 02 (Fb = 1210 PSI)
4X MEMBERS: DF *2 (Fb = 1080 PSI)
6X MEMBERS: D.F. M (Fb = 1350 PSI)
LUMBER NOT NOTED: D.F. '12
5OLT5 IN WOOD CONFORM TO A5TM A301
PLATE MFG. MUST BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI) AND
HAVE A CURRENT ICBO REPORT FOR ITS METAL GUSSET PLATES.
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DRAWING TITLE
COVER SHEET,
SITE PLAN
SCALE: AS NOTED
PLOT DATE: 01/09/02
CAD FILE:
PROJ. MGR.: JAR
DRAFTER: PP
SHEET NO.
AO
NOT POI '
e-ntJATRUC:T (ON
02/27/2002 01:29 2066221766 TONKIN/HOYNE/LOKAN
PAGE 02
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APPROVED By. PL. l1 bG�7 z,51TEPLAN .......
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A REVISION 2/27/02
OR.:.CNO TAF..:
:MEET NO.:
Tonkin Hoyne Lokan
Aker's House Remodel
Site
Sk-1
ARCHITECTURE & URBAN DESIGN
1047 Bell Street
204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON 96104
gkm*YL: t.
PROJ. Mak
PHONE: (M) 624•'990 I FAX. (2Cn) 622-1768
Owner
f
1047 Belt Stceet- Jsn Nilsen Edmunds. Vts6el .hingten
aME: 1' = 20'4"
OATE' 2/27r02