655 EDMONDS WAY.PDFIIIIIIIIIIIIII
11058
655 EDMONDS WAY
CITY OFTMONDS SIDE SEWER PERMIT
WATER -SEWER DEPARTMENT
PERMIT 7'T"
�a 4694
Call 775-2525 for side sewer inspections BEFORE covering any portion of the con tru 'tion.)
Inspection will be provided within 24 hours after requst. NO Sat., Sun., or holiday ins"pections.
ADDRESS LOCATION OF CONSTRUCTION ......... 65-5 ... Edmond.s ... Ifty ............................................................. . .......................................................
............... .. .. .....
PROPERTY LEGAL DESCRIPTION ...... ATTA04rj) ..................................
................................................................ OWNER AND/OR BUILDER ....... D . . ...... UnA.UrIv ........................................... .....................................................
ACTOR'S NAME & ADDRESS ...... A-1.1i.rn 111111 - Qr,.04, DI T'� r VA'- A
----------- — ...... - ...................................
Pellihission is granted: ........... . .............. 1 ........................ 19z�., for repair and/or connection of a side sewer to the city sanitary sewer
"ICin accordance w Ith City of kdmoAds ordinances.
TION IS CALLED TO THE FOLLOWING:
N91WO. 1—The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construct
side sewer in street area. Do not cover any portion of sewer before it has been Inspected.
JWo. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtalrrable from the City Engineer's office.
NOTE No. 3—Obtain full Information regaxding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 Inches Inside property I ine; minimum grade of 2%. No bends In -grade
sharper than 1/8 will be permitted.
NOTE No. 5--Trenches in street must be water settled and.surface of street restored to original condition. Contractors shall be responsible for fallure due to.. improper
work which may develop within one year of completion.
NOTE No. 611; is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in-
sert the pipe into the wye.
DISAPPROVEDn Date --- - ----------------------------- ..... By ................ Date ---- -- ........ t .. ........... BY ............... Date ............... . ................... . By ................
Ai�PROVED Date.. —5.7-3. 7.-1 By .. . .... .................................................................................
-- ----------- ---------------- C:�4 z
4-za - .......................... .5 ......... 570 A. OA
.................. . . . ...... . ...........
Remar . ......................... .... ............... ......... , .................................
................................. 0 .......................................................................................................... . ............................................. .........
W, BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection
I ........ �6 U-Io hereby certify that the side sewer inst allation constructed under this permit
irer'&C%ontra'4cting_ 4n1':r`f,�;rmg C.�n.truction)
talled inwaccoorfdance with all governing ordinances of the City of Edmonds.
Dated this ........ o2 . ....... .... day of ..........
—40 Ax__)e ........................................
-V V Check BEFORE you dig for: Water E], Gas E], Telephone 0, Power [3, Sewer E], Other E] V j
ADDRESS:
TAX ACCC
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:— DETERMINATION: n Conditional Waiver n Study Required X /Waiver
DISCRETIONARY PERMIT #'S:Cu' � 65,113, A I w, III R, go,2,, no8 ot , qj
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
MR K rN MR. 19 107 ME N MIA -140 "'k. j
PLANNING DATA CHECKLIST DATED: T1 1 .0"9 , I t , t - u
SCALED PLOT PLAN DATED: 7-2-7-ol *-za-01
SEWER LID FEE $: LID #:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:— n,61
Zb
SIDE SEWER PERMfT(S) #: �w 14
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED
LOT: BLOCK:
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'PLANNING DATA
SIGNS.
b'�
SITE ADDR SS: E55 G c4 m 0 n C(.6 W�M —ZONING: —5p (-Wel�tq aft.,/
cx v r
DATE: 0:7- 11 - 2, 0 0 PLAN CHK#:
NAME OF BUILDING OERMITAPPLICANT: awymack- Cbr),btyuc;h*on
PROJECT DESCRIPTION: M0VjLAVyjf1Yjt
ADB.FILE#: WA— OR DATE WAIVED:
PLANS MATCH APPROVED PLAN: 'N I A —
TOTAL ARFA PFR TYPF OF RMW -
TOTAL
Sign area
Alq��L�q,
Matrix
A
allowed
Typ6bf,-
in
Conditions
Allowed Per
for this
Sign
Zone?
Met?
Unit
Unit
sign
Example
Wall, wl
Yes, wl
Yes,
1 sq. ft./ lin.
41 foot
41 square
Internal
cond.
ft. of
attached
feet
Mum.
attached
wall
wall
SIGN 1
0 . n umer*
L+ L-d
M OL)( 0i f ea
SIGN 2
SIGN 3
TOTAL SIGN AREA FO IT iTENANT:' -J.
-Maximum Allowv%e P: re)ooi(s
-2,40 P \Total:_
Proposed Total : I . , go 4 (2!�;)
ve-e" S Fj>
P-0 P05e::1
---------------
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SignType: 0 . / t IL -L —I I'N
Maximum Allowed: 141 Actual Height: -V .7
Sign Type:
Maximum Allowed: Actual,Height: j
Sign -Type:
Maximum Allowbd.h Actual Height:
SIGN LIGHTING-., , , - . �' I '' I I I
Siin Typ^e'�:_ Mo�it�V��AtLightinig Proposed: I V1 I-C'y +10w-C'5VMt +A_10-e'-'2
Allowed in this Zone:
Sign Type: Lighting Proposed:
Allowed in this Zone:
Sign Type: Lighting Proposed:
Allowed in this Zone:
SIGN COLORS:
Proposed:
Acceptable? Ye-ro - Requires ADB Approval?
SIGN LOCATION: al AVI s-L 6rw to M f
Proposed: rr &Cj+ 64 419 R &40-5 a& kaA *e
If Freestanding and 3 feet or over (unless on a fence) meets setbacks?
Required Setbacks:
Front: Left Side: —Right Side: Rear:
Actual Setbacks:.
Front: Left S.ide:—Right Side: Rear:
a r e-A
LANDSCAPING FOR FREESTANDING SIGNS:
Si;kd: UA fl, OL,
2
Locitio'ri: PVDtVC7f_r16( " WOO
CRITICAL AREAS # (Freestanding Signs Only): C, 2.,D 0 1 - Q 0 7, 0
('_W_ii!ver - Meets CA requirements
R EETFILE?
EDUCED SITE PLAN (8.5X11) PROVIDED FOR STR
OTHER:,
Plan Review*By: I A-41 QJ ('0 C'
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PLANNING DATA
New-;C'e-
SITE ADDRESS: (0 5--15- ZONING: ISP
USE(S) PROPOSED: df-ka- O-W2= �"x ALLOWED?: Yij
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED— (YRA
CUP File: To Allow What Uses?:
AD13 FILE #: 2-Ob 1 - 9 -?
PARKING:
Use: No. Spaces Required:
X .3 W Z- (floor area, # employees, etc.) I&
Use: No. Spaces Required:
X
(floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.)
Total Required: 0- 7 Actual Provided: h4t. ;P.-a,
SETBACKS:
Required Setbacks:
Front: ig' LeftSide:oA5- Right Side: 0 Rear: 15'
Actual Setbacks:
Front: !-7' Left Side: -7' Right Side: 0'14'4' Rear: 5V
Street map checked for additional setback required? Yrf -A.,. 22-wA (Yes/No)
MAXIMUM FLOOR AREA:
Maximum Allowed: ffo�� Actual:
#A
BUILDING HEIGHT:
Maximum Allowed: Actual Height: 2�2.5,
Modulation Allowed?: '5' �// 4-1 11, py� Modulation Height:
4.
Datum Point: X-3AI- - 6W Datum Elevation: lob,
Elevator Penthouse'> 3 feet over height limit? Nlt If so,VAR#_
VANDSCAPING: ('U,)
Matches ADB approved: AO$ A.,,* 'j, tkq 6
Bid Provided? Y,,(- Bond Amount (1 01
CRITICALAREAS#: 01,'70- "�V
W
SEPA DETERMINATION: Nb, CAo-4
SHORELINE REQUIRED?: IV..
Continued ...
1A1ibrary\AP1andatNewConm.doc STREET FILE
W/
DATE: 1 IC21 PLAN CHK#: 0/-,373
NAME OF BUILDING PERMIT APPLICANT:- CAe-,m, ,' -fwt-�
PROJECT DESCRIPTION:
6(4. o6 Ktr,4,,k
\s 4 Z & A4
ADB FILE #: - 4,-z o - 9 -7 OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION: -
LOT AGGREGATION REQUIRED?:
rz REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? 11,x 0
OTHER:—KIA�, &ttr-a,
7
Plan Review By:
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ED
5. City of Amonds
Development Services Department
Planning Division
Phone: 425.771.0220
1 89ra Fax: 425.771.0221
The Critical Areas Checklist contained on this form is 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 observations of the site or data available at
City Hall (Critical areas inventories, maps, I or soil
surveys).
'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
attomey'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 correct to the best of my
,� knowledge and that I am authorized to filgAt*application on the behalf of the owner as listed below.
SIGNATURE OF APPLICANVAGENT
DATE (IV
Property Owner's Authorization
By my signature, I certify that I ha?vea orized the above Applicant/Agent to apply for the subject land use application,
Ju f�
and grant my permission for theAub officials and�Wls�pff of the City of Edmonds to enter the subject property for the
purposes of inspection and pq,9fin ttendantA'�*91APPYcation.
SIGNATURE OF OWNE DATE .;41611 &P 17,-V�b
PLEASE PRINT CLEARLY
Owner/Applicant:
-1sy" d2t�ypmc, yleAA PIZAvy— .0 satty'e--
Street Address
City State Zip
Telephone: :1zS--nLa- 1-ap-1
Applicant Representative:
90,ohL_ Va"o
Name
-15 sk., 0 L6dj2L y W.44 PP_k\/1E_ LItry-, C',
Street Address
EVW(C*4PG 1,_1A 99C>2-40
City State
SA, Zip
Telephone: 4-Z5 - -M La -
Email address (optional): HewAVV& c44eVwAe_.(prJ Email Address (optional): ggjj�� & 4+4egmki:�. cc*1
Critical Areas Checklist.doc/3.19.2001
CA File No:
riti,c* al, Area s,.Ghec k;l i st
Site Inforinatibri (soil�/topogra
,p�y/hyOrolo /vegetation,.
gy
1. Site Addiess/Locatiqn: (p55
2. Property Tax Account Number: ?�s V-1 0 a 5 r_>1 9 DO
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? Z-y'es; no.
If yes; how is site developed? 5F -
5. Describe the general site toppgraphy..Check.aU that apply.
Flat: less than 5-feet elevation change over -entire site.
Rolling: slopes on site generally less, ihan 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: i4o Approx. Depth:
7. Site contains areas of seasonal standing water: 1-410 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway �40 floodplain �:J�m of a water course.
--r
9. Site contains a creek or an area where water flows acrossthe grounds surface? Flows are year-round?
Flows are seasonal? (What timeof yea r?
10. Site is primarily: forested meadow shrubs — mixed
urban landscaped (lawnshrubs etc)
11. Obvious wetland is present on site: - t4c)
Critical Areas Checklist.doe/3.19.2001
_4N
STANDAW DRAINAGEDETEN SYSTEM
WORKSHEET
OWNER zD CALC BY:
ADDRESS /7
04 20-,'
PHONE:
DAW:
*****DESIGN DATA*****-"
IMPERVIOUS AREA PIPE DIA PIPE 1G
,9 6.? .�ORIFICE
FINISHED G i_ DET_LENGTH LOCKING'LID
(TYPICXL)
MIN M
I U-M
TIGHTLI E
_r MiAT1U6fiEM1NCf0P 13F
-5X TO SLOPE CONC BOX OR RISCR
'0 OUTLET'
- FT ET.CONTROL.
:fMUI NL
UPPER CATCH BASIN ARIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION V E D
N V_
0
2001
2'X2*X6'.DEEP, 4-6- SPALLS 13R EOUAL
DEVELOPMENT --SERVICES C
TR,
FROM CONTROL CB 2'X 2'X 3' DEEPO 3/4' 'CRUSHED ROCK CITY,Q.F PMONDS
XISIING GRADE
FROM CONTROL OUTLET WASHED 013CK
OUTFLOW; -TREND
B� MIN 10' LONG,
PERF PIPE'TG B LEVEL
PERF PIPE W1 END CAPS
T
PR
Rib
OJH SHALL 2VLjN5D WITH NIRAFI
RIPJtAP OUTLEF M:PLAC MEN F WASHED DRAIN ROCK
RUNOFF, SPREADER. TRENCHi,_-,
FOOTING DR.MNS SHALL NOT, BE CONNECTED .70'DETENTION-1.
NO.Ml S.-
1. Call Engineering.Divisi6n '(77 le-0220). for a,�tightline and,&tention sYstem-ingbedtion
before backfilling and for find
mspec
APPROVED BY
2, Responsibilit. f6r operation and mai'
.y mtenance,�of drainake systems;oz private property is the
responsibility of the -property owner. material accumulated in the storage pipe must be flushed
out and removed from' the catch basins to 11
a ow Proper�operatiom The,outlet control orifice DATE
must be ke t open- at all times. -
a
APPLICATION
for
The City of Edmonds SEDE SEWER PERMT
EASEMENT No . ..........................................
NEW CONSTRUCTION REPAIRS E]
CONTRACTOR .......... P,�s.LLIFD
OWNER-------------------------------------------------------------------------------------------------------------- ............................. .......................................................... PERMIT No . ......................
ADDRESS ... ....... ......... . ........... NN-Y LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
................................................................................
DATE .... ........... B y t;--6
APPLICATION
for
The City of Edmonds SEDE SEWER PERMIT
EASEMENT No . ..........................................
NEW CONSTRUCTION 14 REPAIRS
,u 'T ....... Lza .......... 8g,;�Aa.-C' - ----------------- PERMIT No...
OWNER ........... . 12A� .......... ............................................. COI RAC OR ........ 9U.-
ADDRESS ....... . ...... ...... ll,� ------------- LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
N/I,
NAMEOF ADDITION ............................................................................
Approved:
RECEIVIE'D
MAY 2 1974
DATE................................................ By
alp
Date __Kargh_2_1, 1974 . .
Memo to: Director of Maintenance & Operation
Public Works
From: City Engineer
Subject: Sewer Connection Charges
Legal Description:
ThatTortion of the NE ;q, SW k, SW k,Sec. 25, T 27N;
R 3 E, WM, lying NE of paved county.road, more particularly described.
as follows:
0 1 Beginning at the NE corner of the NE k, SW 34, SW k;
thence N 88,321,0711 W, 516.90 ft to the NE line of County Road; thence
0 - _ 534.90 ft to the TPB; thence continue
S 39 05100" E.alg "sd road
S 39005100" E 60.00 ft; thence N 5005510011 E.to the east line NEk,
SW 3q, SW k; , thence N a1g. sd E line to a point being N 5005510011 E
0
of TPB; thence S 50.55100"-W to TPB
IV V$b
1-914
Commonly known as: 655-Edmonds Way Owner:' Dr. Hoover'
Z.F.F. Calculation:
89.53 Z.,F.F. x ($5.50
0 Lateral x
1 Unit x 25
CC: Dr. Hoover
$ 492.42 Connection.Fee
$ -0- Lateral Charge
$ 25.00 Trunk Charge
in -no Permit
$ 527.42 TOTAL
41�.9�4
Form 6
MEMO TO STREET FILE
655 Edmonds Way
December 10, 2002
SUBJECT: Chermak — Permit # 2002-0032
Engineering Final Approval
A final inspection was performed on November 8, 2002 and the following items were not
completed to plan:
1. Drive -aisle width in front parking lot was less than 24 feet.
2. The wid * th of the paved surface between the southeast comer of the building and the fence did
not measure 13 feet as shown on the plan.
Due to the location of a power pole on the east comer of the property, the driveway entrance
could not be located per plan. This change caused the width of the drive aisle to be less than 24
feet in width in the front parking lot, which only has parking stalls on one side of the drive aisle.
The paved surface between the southeast comer of the existing building and the fence did not
change with the permitted addition. The plans did not accurately indicated this width and no
change could be made.
Final approval was granted on November 12, 2002 and the above referenced items were
approved as constructed.
C��VAIK�
Jeanie McConnell
Engineering Technician
City, of Edmonds,
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. Address or Vicinity of
B. Type of Work (be spec
Permit No:
Issue Date:
��140 4 kr',
C. Contracior: Contact: 7Z11*
Mailing Address:. 75y'?6 Phone: 7
4<0
Liability Insurance: o. Bond: $
State License
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial Subdivision VERIZON PSEjAT& T OVWD)
City Project, E] EUC (PUD,",
Multi -Family El Single Family El Other
INSPECTOR:
F. PAVEMENT CUT: - El YES El NO
CONCRETE CUT: El YES [I NO
G. SIZEJOF CUT X
Iwe
INDEMNITY. Applicant understands. is1her. signature to this application helshe holds the City of Edmonds. harmless from
I
descri hatsoever, fqreseen or unforeseen, that may be'made against the City of
injuries, -damages or claims of any kind 6r ption W' 'qr'i
Edmonds or any of. its departments or., employees, including but not liAited to the 1�ense of any legal proceedings including defense
costs and attorn�yfqesby reason ofgranting this permit.
THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINA L
INSPE CfiON, A ND � A CCEPTA NCE OF THE WORK., ES TIMA TED RES TORA TION FEES WILL BE HELD UNTIL THE FINA L S TREE T PA TCH IS
COMPLE TED ih Y C1 T Y FOR CES, A T WHICH TIME A DEBI T OR CREDIT FULL BE PR OCESSED FOR ISS U4 NCE TO THE A PPL ICA NT.
Traffic control and, public safety shall be. in accordance with City regulations as required by the City Engineer. Every
flagger.'must be,trained as required by (WAC) 296-155-305 And must have� certification verifying completion of1he
required training in their possession.
ch
.-Aestbration is to.be,in accordance with City codes. All street -cut tren Work shall be patched with asphalt 0'r.City-
approved material priorqo-the end of the workday — NO EXCEPTIONS.
Three,setg of construction drawings of proposed work are required with the permit application,".
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND -ACKNOWLEDGE
THAT I MVSTM4KVfHE PINK COPY OF THE PERMITAV41LABLE ON SITE A TALL TIMES FOR INSPECTIONS
4
Date
re:
�4
(Contrac ge
FOR CITY USE ONLY
Approved by: Right-of-way Fee: 10 +�'9 alit M.
Time Authorized: Void After N,00�5 0 Disruption* Fee/Fund I I I:
S p -6 tv$r NA6,t.12_� Restoration Fee:
,Fcial Conditions: 1015Wnj 149
11
UPON COMPLETION OF PERMITTED WORK9'AN ENGINEERING.FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT, CODE (Phone 42 71-0220, Ext. 132
FINAL APPR'O'VAL OFPER . MITTED WORK. DATE:
I4sp�ctor's Signature
For inspection requirements, see Engineering Inspection Inform" ha". n
NO WMK SUIALL IH,-,GIN PIZ101Z TO PEIMIT ISStJANCE
DAMy Documents\Forms\Engnrng\ROWpermit Am
CITY OF EDMONDS 121 Fifth Avenue North Edmonds, Washington 98020
FAX COVER SHEET
To:
Howard Chermak
Chermak Construction, Inc.
Phone:
Fax phone: -7
CC:
Date: May 2, 2002
Numberof pages including cover sheet: 2
From:
Conni Curtis
Administrative Assistant
Engineering Division I
Phone: (425) 771-0220
Fax phone: (425) 672-5750
REMARKS: F-1 Urgent F For your review El Reply ASAP El Please connnent
Letter regarding your request for additional overhead power services in -lieu of underground to
655 Edmonds Way. Original to follow by mail.
May. 02 2002-12:50PM
.YOUR LOGO -:CITY OF EDMONDS-ENGINEERING
YOUR FAX NO. .:425-672-5750
NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT
01 97744993 May.02 12:49PM 00,58 SND OK
TO TURN OFF REPORT, PRESS 'MENU' #04 SET.
THEN SELECT OFF BY USING 'JOG --DIAL..
FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-FELP-FAX (435-7329).
�1'q '. 1 S911
May 1, 2002
CITY OF EDMONDS GARY HAAKENSON
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Howard Chermak
Chermak Construction
7 526 Olympic View Drive
Edmonds, WA 98026
RE: Request f6i Additional Overhead Power Service
In -Lieu of Undermund to 655 Edmonds Way
Dear Howard:
We have reviewed your request for an additional overhead electrical line to service your new
facility and, in accordance with Chapter 18.05 of the Edmonds Community Development Code'
(ECDC), the following determination was made:
Under Section I8.05.000A.2, an electrical service that serves more than one lot is classified
as a common utility. Replacerrient of the existing single line across Edmonds Way (SRI 04)
with a new single line that would serve both 655 and 665 Edmonds Way does not constitute
a new or extended utility (as defined in ECDC 18.05 ' OOOA.6) and, therefore, need not go
underground (across SR104). However, the iiistallation ofan additional new line, as you
propose, would be classified as private utility service as deiincd inECDC 18.05.00OA.3.
Under Section 18.05.010A,.all new private utility services shall be underground.
If you wish to pursue the.installation of a new and separate line to serve only your facility, the
new line will have'to go underground. The existing common overhead service may be upsized
without going underground, but the electrical service to your building will have to be
underground.
If you have any questions, please call Lyle Chrisman at 425-771-0220, Ext. 1324.
Since
DAVID K GEBERT, PE
City Engineer
DKG/ALC/cmc
c:Jeanie McConnell, Engineering Tech 11
LA1ettm\chcrrmak-oh clec.doc
Incorporated August 11; 1890
r.;,+., 1-;+,, - JAnAn .
M11.
Date: 4/14/02
From: Howard Chermak
Chermak Construction, Inc.
To: Lyle Crisman
City of Edmonds
Subject: PUD power lines to 655 Edmonds Way property
Lyle,
This letter is to request that the City of Edmonds allow one additional power line to
cross Edmonds Way to service our building. I have enclosed a copy of the PUD
drawing and recommended wire size.
The old Doctors office that we are remodeling had a 200 amp service that was fed
overhead. In the course of remodeling the office we will be putting our new 200 amp
service feed lines underground from a PUD placed pedestal near the current pole to
the office.
I would like to make it clear that Chermak is not requesting an upgrade in service,
nor that a new line be installed. But, the PUD engineer, Bob Kakaley, says the
current overhead line that crosses Edmonds. Way is servicing our business and the
house next door. He is recommending that a new line be placed to feed our
business a ' s the best way to provide electrical power to both our neighbor and us.
The old line would remain in place to service our neighbor. The new line would
service our building. He states that the old line might service us both, but thinks the
best way to service us and the neighbor is to separate the lines.
I am hopeful that the PUD can place an additional line overhead as shown on the
enclosed drawing. Bob Kakaley has estimated the cost of undergrounding the wire
at$10,000to$15,000. He -could not estimate the time it would take, but I am sure it
would delay the completion of our project.
Thank you for your consideration.
(425) 776-1367 - FAX: (425) 774-4993
7526 Olympic View Drive, Suite C
Edmonds,. WA 98026 - CHERM C1 11 ONU www.chermak.com
"OUR PASSION IS REMODELING EXCELLENCE"
V
3-45 FU25
6
'9
SL-751-D
FU15
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3-43
(1) N-4360-S
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(..,55
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j4*0 81 -11W-
too' or ilo -roz t ex
(3F-rwee" POLES )
S C!�-M NA C E:
L-75
E-17972 37-5561 WS
3-3 5
SL-7 ;2-D 7 - 00
0 25-700", 15 -16337 SL-G98 A-1 . 3231 FU25
0 15-7343
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3-78
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232
cl�a
Cy 1'5
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14
15 -18 6 9
3-101
S 5
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3-102
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rc,— \
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3-122 3 86
SL-IG98G-D 3-
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40 3-12 FU25
:3) 15-902 1) 1 -
Vate: U4/ I:Z/UZ Time: 02:35:23 PM Scale: I IN = 75 FT
User: RJKakal
Field View
6
5
3-43
14
N-4360-S
1 -1869
5
3-101
FU15
3-42 -�O 3-50
3-45 FU25
3 N-IOGG77T A 934-Y
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745-D
15 5
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AL-11105-
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-75
E-.17972 37-5561'
3-3 p 05A \A
R E- �-AA I -'S
SL-7�2-D T 7 00 3-122 3 8G 6 3
25-700" SL-G98-P FU25 0111a
15-IG337 -1-3231. SL-1G98G-D 3-
3-74 0 15-7343
3 73
3 3-80 L-37 7D
RPK N.O. SW 12-709
FU25
WSG
I'll 4 232 ISL-33953-D
40 3-12 FU25 I
902
.1 -7 015- f '1 1
bate: 64/i 2 Time: 02:35:23 PM - �cale: I IN= 75 PT
User: KJKakal
Field View
I
I FIG. 3
FIG. 4
FIG. 5
FIG. 6
SIZE -TYPE -STRANDS
TOTAL
C.U.
FIG.
PHASE
NEUTRAL
TYP
CODEWORD
UTS'
WEIGHT
'QTY
CAT. ID
C03003.
1
2 AAC-7
2ACSR-6/1
TPX
Conch
2,850 lb
0.266 lb/ft
1'
831801
C0301
2
6 AAC-7
6 AAC-7
TPX
Pattela
563 lb
0. 107 IbIft
1'
831819
C0302
2
2 AAC-7
2 AAC-7
TPX
Clam
1,350 lb
0.237 lb/ft
1'
831794
C0303
Y:3
1/OAAC-7
1/oAAC-7
TPX
Murex
1,990 lb
0.'380 lb/ft
1'
831786
C0304
3
4/0AAC-19
4/0,AAC-19
TPX
Portunus
4,020 lb
0.705 lb/ft
1'
831752
C0401
4
2 AAC-7
2 AAC-7
QUDPX
Mustang
1,350 lb
0.324 lb/ft
1'
831728
C0402
5
1 /0AAC-19
1/OAAC-7
QUDPX
Criollo
1,990 lb
0.511 lb/ft
1'
831710
C0403
6
4/0AAC-19
4/OAAC-19
QLIDPX
Oldenburg
4,020 lb
0.957 ib/ft
1'
831687
Notes:
1. Dimensional and mechanical data reference: Alcan Cable catalog
2. UTS= Ultimate.Tensile Strength.
3. Conch triplex, with its #2 ACSR neutral, should be used for span lengths of 150 to 250 ft
Is )I ONO MIS" C ou P1 I y
I= L-J SECONDARY OVERHEAD SERVICE CABLES COMPATIBLE UNIT
,I PUILIC UTILITY DISTRICT NO I
DATE 12-09-87 C0300 - C0403
REV. 8 - 13 - 93 STDS. ENGR. APPROVED
-,`;,NORTH SOUND DESIGN
8122 206th SW
:EDMONDS,- WA 98020
4125-771'-5283
Aq4 PAP
0 0
Chermak Office Bldg ROOF LOAD
B E AMI 0 7 1, Date: 7/24/01 BeamChek 2.1
Choice 34'18ju9'GLB24F44DF/DFt BASE Fb = 2400 ADJ Fb = 2400
Conditions
Min Bearina Area R1= 4.7 in 2 R2= 4.7 in 2 DL Defl 0.05 in Suggested Camber 0.08 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Beam Span
7.0 ft
Reaction 1
3034 # Reaction 1 LL 1883 #
Beam Wt per ft
6.83 #
Reaction 2
3034 # Reaction 2 LL 1883 #
Beam Weight
48 #
Maximum V
3034 #
Max Moment
5309'#
Max V (Reduced)
2384 #
TL Max Defl
L/240
TL Actual Defl
L / 614
LL Max Defl
L/360
LL Actual Defl
L/989
Section (in 3)
Shear (in')
TL Defl (in)
LL Defl
42.19
28.13
0.14
0.08
26.55
18.82
0.35
0.23
OK
OK
OK
OK
63%
67%
39%
36%
Fb (psi)
Fv (psi) E (psi x mil) Fc-L (psi)
Base Values
2400
190 1.8 650
Base Adjusted
2400
190 1.8 650
CvVolume
1.000
Cd Duration
1.00
1.00
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self -weight into the calculations.
Uniform TL: 860 = A Uniform LL: 538
Uniform Load A
R1 =3034 R2 =3034
SPAN = 7 FT
Uniform and partial uniform loads are lbs per lineal ft.
R E C E I V F. D
UOT tk�, 9 2001
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Sh%Er)11z,C
REGARDING: 655 Edmonds Way
(address)
R E C 0 R D 0 F C 0 N T A C T S
DATE NAME, PHONE NO., & COMMENTS
ADDRESS of CALLER
5/l/74 Myrna Madsen Certified Letter No. 406408 sent
requiring hook-up within 60 days.
5/2/74 Dr. L.C. Hoover Djr.' ..floover is new owner. Allied
Backhoe obtained permit #4694.
Also connection fee of $492.42
was paid.
5/3/74 Connection cQmpleted.
ACTION TAKEN
Letter returned fincldimed.
INITIALS
TE
TE
TE
CITY.'OF EDMONDS APPLICATION TO 5OAPD Or ADJUSTMENT File N06-
'EDMONDS, WASHINGTO14 FOR CONDITIONAL USE PERMIT Date -5'- /.f - 7
Fee $10.00
j,�
Rec't No....
(Please refer to official Zoning Ordinance, City of
to Chapter 12.16, Hearing Date
Edmon,�s, with special reference
Administration. Note Standards and Criteria on Page 2
of� this application. Copies of Ordinanc!e available at
Planning Department or Public Library.)
APPLICANT: LARRY C. HOOVER ADDRESS: 23009.. Wachusetts PHONE: PR6 -2191
_Washi.gt.n
jjEods -
of the pr6pelltY: ContraCt Purchg&e—r
indicate type or degree rest n
OWNER: -HOOVEK: ADDRES1,;:2 tg,. pHon:]�,R6:�2191,,..
E dmonds, Washinqton
LOCATION -OF PROPERTY 11(ADDRESS),.._Ja5_1q& ndS_;J avi Edmonds, Washington
_e
ajt d
LEGAL DESCRIPTION OF!PROPERTY: See atti Exhibit "A"
To be Completed by t e Plannlng�Department
LEGAL DESCRIPTION CHECKED & APPROVED
Use ZONE: f?AAL BY atc__L2=jj_?&
CONDITIONAL USE, REQUESTED: __pXDJe
D I ETAILS Or PROPOSED USAGE:_ ire Pry 221_t9_.9_
SKETCH: show below or attach a Vicinity Sketch of the area per example on reverse
side. if other than a Home Occup�tion, show also a sketch of the subject property,
indicating all buildings (existing and proposed), setbacks, off-street parking, and
adjacent streets. If sketches are attached, please submit nine copies. In . dicate
North on both sketches.
See Att�ched,.Exhibit "B"
A.
..i r7ohn E. Phillips --I
Attorney at Law
Hodge, Dahlgren & Hillis, Inc. P.S.
905 Norton Building Seattle Washington 981.041 MA -wrol
A
CITY OF EDMONDS
-41T
APPLICATION FOR CONDITIONAL USE PM
Page 2
STATE OF WASHINGTON )
) ss.
COUNTY OF SNOHOMISH
on this date, before me, the undersigned, a Notary Public in and for the State
of Washiniton, duly commissioned and sworn, personally appeared LARRY C.
HOOVER he, being duly sworn, on hisMKX oath deposes and says
nd has acknowledged to me
that Whe has prepared and read the foregoing statements a
that the recitations contained therein are true, and has signed this instrument as
his/JMZ1 free and vol untary act and de ed for the purposes therein mentioned.
Subscribed and sworn to before me this f— day oq� 1970
W-PUBLIC, in and for the'Stale of
Has)fington, residing at eeffMMs. S&
STANDARDS AND CRITERIA
Section 12.16.080 Conditional Use Criteriak The standards and criteria governing
the issuance of conditional use permits are as follot4s!
A. That the iise will not endanger the public health, morals and s,',eneral welfare
if located where nr000sed and'develooed, and reco7nizes and compensates for vari-
ations and degree of'technological processes and equipment as related to the
factors of noise, smoke, dust, fumes, vibration, odors and hazard or public
need; and
B. That the use meets all required conditions and specifications set forth in the
zone where it proposes to locate; including the general DrOViSions set forth
in Chapter 12.14 of this Code; and
-butting
C. That the use will not be ihjurious or detrimental to adjoining or a
t property; or that the use is a public necessity; and
D. That the location and character of the use, if developed according to the plan
as submitted and approved, will be in harmony and compatible with the area in
which it is to be located as Get forth in the applicable zoning classification
in Chapter 12.13 and the Comprehensive Plan for the development of Edmonds and
its environs; and
E. In addition, the Board may impose specific conditions precedent to establishing
the use, and said conditions may inclUde:
1. Increasing requirements in the standards, criteria or policies established
by this Ordinance;
2. Stip�ilating the exact locAtion of tha us., as a meant of minimizing hazards
to life, limb, property damage, crosion, land slides or traffic;
3. Requiring structural features or ea ' uipment essential to serve the same pur-
poses set forth in item (2) above;
4. Imposing conditions similar to those set forth in items (2) and (3) above*
an deemed necessary to establish parity with uses permitted in the same
zone in their freedom from nuisance generating features in matters of
noise, odors, air pollution, wastes, vibration, t
raffic, physical hazards.
F. All conditions required by the Board shall be entered in the minutes of the
meeting at which the permit is granted and also on the certificate of the
conditional use permit;
CITY OF EDMONDS PaFe 3
APP�ICATION FOR CONDITIONAL USE PERMIT
G. To ensure the establishment of the above conditions, the Boaid of Adjustment
shall have the authority to require and approve a specific plan and to increase
the requirements as set forth above, but in no case shall the Board have the
authority to decrease the r equirements of this Ordinance for. any use in the zone
in which such use proposes to locate. Any such decrease in the. requirements of
2f
this Ordinance shall only be granted upon the issuance of a variance.
�Record of-Findines of Fact by Board of Adjustment
The Board of Adjustment for the City of Edmonds finds in the case of
�;�& ' '
dl.
File No. CU-17-70 -request for Con-
ditio�FGC_s� te�� a� described there n, the fe:11-.1-3.
1. Th at notice was given according to Code requirements, and Affidavits attestinq
to same are in the file,
2. That the foregoing set forth Standards and Criteria each have/kaxnxRat been'm et.
3. In addition thereto,
4. Therefore, the request fo . r Conditional Use Permit is nXIXI/Granted, subject
to the following special conditions:
(See conditions in the Minutas of January 26, 1971)
5. Decision shall be effective on: Februar �D�'-"c 5"
Dated —January 26, 1971
Chairman, Board of Adjustment
DATA
Date of Application:. May 14, 1970
Date oZ Publication: r�rv�hor 9, 1970
Date of Posting: December 11, 1970
Date of Appeal from Decision of the Board:
Date of Hearing: December 22, 1970
Continuanccs: January 26, 1971
Z_G
Secretaryl Board of Adjustment
I
-Z
EXHIBIT "A"
hat of the NE 1/4 of the Sw 1/4 of. the SW 1/4 of
portion
Section 25, township 27 N. , Range 3 E w.m., lying north
ly described
e--ste-�-lv of paved c�unty road more particular
as follows:
Beginning at the NE corne r of said NE 1/4 of the SW 1/4 0.'
feet to the north
the 'SW 114; thence N. 88132,07"West 516.90
line ved county road; 4,-,hence south 39-05'east along,
easterly pa
road for 534.9 feet to true point of beginning; thence
sa-a
south 39*051 east, alonc � said road line for 80 feet;
continuing
north 50'551 east to east line of said NE 1/4 of SW
th e,-.ce
1/4 C., Sw 1/4; thence north along said east line to a point
whJch'is north 50*55' east of the true point of beginning;
of beginning; situate
thence south 50*55' west to true point
in the County of Snohom, State.of Washington
�A—
j�
j
IR
LEGEND:
qUTILHY
WORK
AHEAD
W21
T
<RIGHT LANE
CLOSED
AHEAD
i>
W20-flT
TRUCK WITH
FLASHING BEACON
Q)
C)
cr_
V)
0
:L2:--i
GI
Eo
b-1 CONE OR CHANNELIZING DEVICE
(SEE STD 702)
NOTE:
1. FLASHING BEACON SHALL BE
INSTALLED AT EACH SIGN FOR
NIGHT-TIME USE.
2. DISTANCES MAY VARY AS APPROVED
BY THE ENGINEER.
3. FLAGGERS REQUIRED TO CONTROL
TRAFFIC WHENEVER THE CONTRACTOR
MUST INTERRUPT TRAFFIC FLOW
TO ACCESS THE WORK SITE WITH
MATERIALS OR EOUIPMENT.
4. SIGNING SHALL BE AS SHOWN ON
ALL LEGS OF THE INTERSECTION.
5. UNIFORMED OFF DUTY POLICE
OFFICER TO DIRECT TRAFFIC OR
COUNTERMAND SIGNAL SHALL BE
PROVIDED AT CONTRACTORS EXPENSE.
TABLE A
SPEED
(MPH)
TAPER LENGTH
(FT)
CONE SPACING
ALONG TAPER
(FT)
OFFSET WIDTH
10,
12'
25
100
120
25
30
150
180
3
35
200
240
35
40
270
320
40
.45
450
540
45
TRUCK WITH OALL LANES TO BE TEPMERARLY
FLASHING BEACON CLOSED ALLOWING CREWS TO
STRING CABLE ACCROSS ROAD WAY.
oFLAGGING REQUIRED
TRAFFIC CONES 10'O.C.
UTILITY
T_
WORK
<
>
200' 250' AHEAD
W21
RIGHT LANE
CLOSED
<
i>
AHEAD
_T_
W20-RT
InHrrlu I_Ull41nUL rLHIN 07110102
4&4-th--S-T--SW-&--NGR4i--R9A@ date
C3 NORTH & SOUTH BOUND LANE WORK
wwl
number
VERIZON NW, INC. 2312C W. CASINO RD, EVERETT, WA. 98204-1400
t
. .. .... ...
E AR t N G
NOT" ICE OF -PUBLIC
RESTED pERSONS THAT A
NOTICE Is HEREBY GIVEN TO I'LL INTE BY THE
pjBLIC HEARING WIJLf BE HELD,
U j%ONDS BOARD OF ADJUSTMEN1r,
ED
DFOR ................ .. .........................
AN APPLICATION HAVING BEEN FILE
.....................
IT* E.R.M.11
-.S.Z ........... !p
.......... c.OND . ............ U ................
0IFY.-I CS
...............
jq,.O F-E-SS LO
FO
...... . . .. ....................
i'j DESCRIPTION OR ADDRESS:
PROPERTY
jF... ......... S.J.D-F . .......... Of ........... ED-
........... N
.A(.A
y
. ............. O.N
. ........
X.O.W.1v ........ AS
A.cp .......... K
...0
........... FROM A
w.A.Y .........
.............. ...................
..........
_r).WAY
R.............................. ........
zbNE CLASSIFICATION:........-:.
APPLICATION'WILL BE HELD IN THE
ER, Sth AVENUE
THE'PUBLIC HEARING ON THIS CIVIC GENT
F THE EDMONDS
NCIL CHAMBERS 0 STMENT
COU
T, BEFORE. THE BOARD OF ADJU
AND BELL STREE,
T
S.C.
--------- DATE
'Av8:00 ".M.: ........... DAY
APPEAR IN SUP
ED IN THIS, PROPOSAL MAY
PERSON
ANY R IN OPPOSITION To I-,. ADDITIONAL INFORMATION 14AY
1107,
PORT OF 0 (PHONE"..PR '6-
PLANNING DEPARTMENT
BE OBTAINED AT THE
EXT. 27).
.9 ..........
PUBLISHE
FILE NO . ........
or destructiOni
jh removal, mutilati n,
e' eal * meat of , tA'lig notice, is -a '�j
.,conc le by fine, and
misdemeanor punishab
WARNING10 or nt..
RECEIPT FOR CERTIFIED MAIL-30� (p.lus postage)
SENT TO K
Tr,
Ms. My'r n a Mad s e n
C�o -'STREET AND:'hO.
CD' `655 Edmonds'Way
P " 0., STATE AND� ZIP CODE
-Edmofids�Washin�ton 9:8020
:OPTIONAL SERVICES FOR ADDITIONAL:; FEES z
I Shows Ao whom -and date delivered .......... .,150
RETURN ' I -
With delivery to addresse,q only ......... 650.f
RECEIPT 2 Shows to whom, 6te and where delivered. 35#
SERVICES 850
With delivery to addresseei only
DELIVER, TO !ADDRESSEE ONLY .................... 50,4
SPECI�L DELIVERY (extra fee required) ................ . . ... ..........
PS Form NO INSURANCE"COVERAGE PROVIDED �Se�e other side')
Apr. 1971 3800 NOT FOR INTERNATIONAL MAIL GPO: 151700.397,458
3 1 N
CITY of EDMONDS
Department of Public Works
200 Dayton Street Edmonds, Wash. 98020
__1 -
atv7v " 46A 14q
t4 0 S
MAY I
19
1914
-9
U
A on
un"ESSEE"'R!"'
L Wved,
E] 1"..'a
M 0
D
Ms. Myrna adsen
4
655 Edm ds Way
W s
Edmond , /Washington 98020
`2- V�o 0
0
. . . ''1 11. -1 Permit No: 2222 -0157
a i
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT Assue Date: I
A. Address or Vici I nity of Constructioh"*V__,i;_ ez)wt�m \A) &Y
B. Type, of Work (be specific):
ZGFAta- -Z(,PCi%JA(A, ASPPL,'c_A9Lre_. V.-f&4r 54- 104� A',-4.5t>Pr AT7
C. Contractor:. Contact:
Mailing Address: -eph
one:
Sfate-Lice , nse 6 1 Liability Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. F1 Comm6rcial Sub"deiv/ision El City Project UC (PUD, VERIZON; PSE, AT& T, OVWD)
Multi -Family El Single Family D Other w.w�.Je_ W W MIL,
INSPECTOR:
PAVEMENTCUT: E]YES 0
CONCRETE CUT: YES *No
G. SIZE OF CUT x
11
INDEMNITY Applicant undersitan ds by hislher signature to this application hel�he holds -'the City of Edmonds harn�less from
injuries, Images or claim's of any, kind or description. whatsoever, foreseen'or unforeseen, that may'be made against the City of
-Edmonds or an y of its departments,,6r etndl 'n6luding but not limited to the defense of any legal proceedings including defense
1� — p �oyqes, 1, Z �
costs and attornay1fees by Teason of grantiq&_thLs:p&mit.
THE CONTRACTOR IS RESPONSIBLE -FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTIOk-AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BIECITY FORCES, AT WHICH TIME� DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLIC4NT.
Traffic control and public safety shall he in accordance with City regulations as required by the City Engineer. Every
flaggei.must be trained as required by (WAC) 296-155-305 and must have certification. verifying completion o'f'the
required training in their possession.
Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
Three sets. oi construction drawings of proposed work are required with the perm-it,application.
CALL DIAL -A -DIG (1-80-424-5555) PRIOR TO BEGINNINGWORK
IRAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTA1AKE ITA VAILABLE ON SITE A TALL -TIMES FOR INSPECTIONS
PERU
Signature: Date: LO
Vontractor or Agent)
FOR,
Approved,by,: 2Z
Time� Authorized: Yoid.After
Spec'ial'C,onditions: C Ccw (lot.
W.%r x
�'Y USE -ONLY I I
WJM11415101- Right-of-way Fee:.
h—&2-- Dis ruption Fe'e/Fund 111:
Restoration Fee:
/7 scw_
CI Total Fee:
Receipt No.
4sisued$;."
I h I AV-^ &I �Q'Jdl AA t)A t A k—%
ZA11aA ;i n i A _de� A . &'A
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION.IS REQUIRED PER CHAP.TER'18..00 OF -THE EDMONDS
COMMUNITY DEVELOPMENT, CODE (Phone 425-771-0220, Ext. 1326)
0-tv Ck I
FINAL APPR 0 VAL OF PERMITTED WORK.- Fiea fe'd - d LLe. -4, b2ika vivy L' DATE: i 0 1010 7
Inspector's Signature 3wiv L&S
Oyl�,/ - No -(640,'Aiao r,-LLdL,2
For inspection requirements'see Engineering Inspection Information handout.
6'�
Monument Sign
Plan Check No. 05-285
Powered By:
EESB- 1 040-14L Fluorescent Ballast
Nominal Input : 120 Volts 60 Hz
Vie
Open Circuit Voltage :750 Volts nt w
.5" Acrylic Push Through Letters
Matthews.Sandstone Lit internally by Flourescent Tubes
220-89 Satin
-72 in
54 in
Aluminum Sign Body and Light Cabinet
Painted with, Mathews Polyurethane Colors
Matthews Beige
1.25 in 25829 Satin
Internally Acrylic Body Copy
-AUG' 1, 20
BUILDING DEPARTMENT
CITY OF EDMONDS
Side View Top Down View
Matthews Black Satin.
18.0" N923SP
t2.
APPROVED BY PLANNING
Customer approves: OColors DSpelling ElMaterials OLocation Customer: chermak Constructlon
Proofs are property of Russell,Slgn Company and may not be reproduced In anyway without
Notes: consent from Russell Sign Company. All Proofs are for presentation and client approval only. Address: 655 Edmonds \W. Edmonds, WA 98020
0 Artwork and designs are'subject to a design fee. Contact: Judy CherMak
RUSSFELL
Client Approval: Date: 014M a" Sales: D.R Designer: Russell
ILandlord Agmroval: Date: 429 208th St SW Ste. H Lynnwood, WA 98036 1 425.775.7010 Fax 425.673.5508 Date: 7/1/05 r-Revislon: 2(7/18/05 1 Scale: 3/41=1.0'
Plan Check No. 05-285
Front View
12" Deep Standard Double Face
Illuminated Sign Extrsion
Side View
ie
-ound
T
Top Down View
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Customer approves- Ocolors OSpelling OMaterials OLoccrhon usto Chermak Constructon
er a Proofs are property of Russell Sign Company and may not be reproduced in anyway without Cusli mer:
hNotes: consent from Russell Sign Company. AM Proofs are for presentation and client approval only. Address: 655 Edmonds Wy. Edmonds, WA 98020
Aitwork and designs are subject to a design fee.
RUMMELL Contact. Judy Chermck
C Cl
Ilent Approval: Date: 0143" V." Sales: D.R Designer: Russell
I's ppravc
La I
Landlord A:pprn 529 208th St SW Ste. H Lynnwood, WA 98036 425.775.7010 Fa'(425.673.5,508
oval: Date: Date: 8/29/05 1 Revision: 3(7/18/05) 1 Scale: 3/4'=1.0'
--7
A'UG
,G Dr
Plan Check No. 05-285 pA.RJUENT
F04L FFX,-Vl OVS 61 &0 11 U C&I IV Y" or. rc.DMONDS
For any and all Landscaping Concerns (ECDC 20.60.045-G-1)
Please refer to Permit number 2002-0032 for Chermak's previ ously
installed sign which is to replaced with this new sign 6
Tr
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LMM rTPV-AL ASO -9 A 11;P I
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Customer approves: oColors ElSpelling OMatedals OLocation Proofs are property of Russell Sign Company and may not be reproduced In anyway without -Su-
Notes: consent from Russell Sign Company. All Proofs are for presentation and client approval only. Address: 655 Edmonds Wy. Edmonds, WA 98020
10 Artwork and designs are subject to a design fee. Contact: Judy Chermak
Date: RUSSELL Sales: D.R Designer: Russell
Client Approval: No= 5629 208th St SW Ste. H Lynnwood, WA 98036 425.775.7010 Fox 425.673.5508 Date: 8/29/05 Revision: 3(7/18/05) Scale: 1'= 2(Y
L135 -aF5- �Vl�
6�-5-
Any request for modification, variance or other
administrative deviation (hereinafter "variance")
must be specifically called out and 'identified.
Approval of any plat or plan containing provisions
which do not comply with city code and for which a
variance has not been specifically Id.entified,
requested and considered by the appropriate city
official in accordance with the appropriate provision
of city code or state law does not approve any items
not to code specification.
0\1N:
ADDRE�
OWNER
m-tl�VVEDDAM
BLDG. OFFICIAL.
PIERMIT NUOA131ER
wlesu-151
AUG 3 1 ZQQ5
BUILDING DEPARTIE"I
CI -Ty or- EDMONDS
APPROVED BY PLANNING
Purchaser's Escrow. 11structions for Mortgage or Contract Assumption -
TO: SNOHOMISH ESCROW, INC. ESCROW NO. S-39Z
Gentlemen:
26,500.00��=
WE/I WILL �HAND YOU, -the difference between the total purchase price of $ and the
--balance assumed on the existing mortgage(s) or contracij n-'the ap - proximate, amount of $ 1-5021- 331
less earnest money in the amount of $500-00 previously paid to Snohomish Escrows
in the form of :r Check. [] Cash. [-� Note. (Note to be redeemed in the office of the Broker or. in yQ,ur
office, if deposited with youby the Broker)
YOU ARE HEREBY AUTHORIZED TO PAY OR DELIVER, above referred to funds, to order of
Nile W. Kennedy and Karen E* Kennedy, his wife
or legal representatives, when you have for the account of the undersigned. a [] WARRANTY DEED
1E] PURCHASEWS ASSIGNMENT OF REAL ESTATE CONTRACT AND DEED F]
EXECUTED BY .,.Nile-Wi-Kennedy-and-Karen-E-.--Kennedyl-h-is-wife
covering the following described real estate, situate in the County of Snohomish State of
Washington: See reverse side for legal description.
TOGETHER WITH A COMMITMENT from a Title Insurance Company that it will issue its Purchaser's policy of title
insurance, on its usual form, with liability of $ 269500.00 , showing title vested in
Larry C. Hoover and Madeline Hoover, his wife as contract purchasers
Free and clear of incumbrances, except: X] Mortgage(s) or X Contract of record
existing lease
Building and use restrictions, easements, zoning and building laws and ordinances, if any; printed conditions and ex-
ceptions contained in form of title insurance policy herein provided for; any unpaid charges for installation of water
service and for water, electric light, power or sewer service f urnished to said premises by a city, town or district; those
encumbrances to remain as above noted; and any matters attaching by, through or under grantee.
Execution of any instrument will be considered full approval thereof. SNOHOMISH ESCROW? INC. instructed to fill in,
prior to closing, any incomplete instrument in accordance with these escrow instructions.
In the event conflicting demands are made or notices served upon you with respect to this escrow, the parties hereto
expressly agree that you shall have the absolute right, at your election, to do either or both of the following things: With-
hold and stop all further proceedings in and performance of this escrow, or file a suit in interpleader and obtain an
order from the court requiring the parties to interplead and litigate in such court their several claims and rights among
themselves. In the event such interpleader suit is brought, you shall ipso facto be fully released and discharged from all
obligations to further perform any and all duties or obligations imposed upon you in this escrow, and the parties jointly
and severally agree to pay you all costs, expenses, and reasonable attorneys fees expended or incurred by you, the
amount thereof to be fixed and a judgment thereof to be rendered by the court in such suit.
All parties further agree, jointly and severally, to pay on demand, as well as to indemnify and hold you harmless from
and against all costs, damages, judgments, attorney's fees, expenses, obligations and liabilities of every kind or nature
suffered or incurred in connection with or arising out of this escrow.
Larry Hoover t6 receive''rental payment due April 11, 1969.
YOU -ARE FURTHER INSTRUCTED AS FOLLOWS
ssors on the existing
LaM,Q. Hoover and Madeline Hoovert his wife will take over a6 Le'
lease -between Nile Kennedy,and'Karen Kennedy, as Lessors and June Bergstrom$ a widows,
-- T�m�g% . no nf As%+o% nf e-1-nninct. It is understood that this lease expires December 109
Nile Kennedy for deferred lease payments in lieu of seller paying purchaser the last
month's rent (prepaid) in the amount of $175.00. Purchaser will pay seller an adHtional
925.00 4t time of closing to adjust difference between deferred lease payments owed and
amount of last month's rent. Interest owed on the $200.00 will go to Larry Hooverowhen paid
Rent due and deferred payment plus interest to go to Hoover in its entirety,
WE/I AGREE TO PAY THE FOLLOWING CHARGES, in addition to the above total purchase price:
1. Pro -Rated F-1 Rents El
(As of closing or possession [N Taxes on Realty 11
date, whichever is earlier, F-1 Interest El
�- � -[�]- -7
—or-on:----
2. Premium for additional or new fire insurance policy, if one is secured.
3. Recording charges, as required
4. All financing charges, if any
5. Purchaser's escrow fee s 62.70
6. Drafting fee $
7.
L-11
THESE INSTRUCTIONS SHALL BE IRREVOCABLE BY THE UNDERSIGNED, for a period of 3P
days from date the preliminary report of title is delivered to your office and shall be performed within said
period or thereafter until written demand is made upon your for the cancellation hereof.
DATED at Snohomish, Washington this 14th day of April,,--i, 1969
PURCHASP__�X7��, � (110,
PURCHA��-,,M 6- 1
.Any additional instructions on the reverse side hereof are hereby incorporated into these instructions
and made a part hereof.
FORM 7A
Legal Des M:
That portion of the NE 1/4 of the SW 1/4 ofihe SW 1/4 of Section 259 Township 27 N.
R. 3 E.W.M.,-,,lying Northeasterly of paved County road more particularly described as
follows:
Beginning'at the Northeast corner of said NE 1/4 of the SW 1/4 of the SW 3,/4; thence
North 880 321 07" west 516.90 feet to Northeasterly line paved county road; thence South
390 05'...East.alohg s�Lid road for 534.9 feet to true point of beginning; thence continuing
South 390 051 East along'said road line for 80 feet;.thence North 500 559 East to East
line of said NE 1/4 of -SW 1/4 of SW 1/4; thence North along said East line to a point
which is North 500 55'.East of the true'point of beginning; thence South'%O 55, West
to true point ofl.beginrLing;.situate in the County of Snohomish, State of Washington.
0
0
01
DATUM
6A
J/
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AvEPZAGE 100.25'(100')
MAXIMUM 125'
ACTUA�- 123'-4"
FLOT FLAN
SCALE: V - 20'-0"
PROJECT;
op
YVD� Ct,?.
04949,
0'�
ADDITION TO AN EXISTING COMMERCIAL OFFICE IBUILDING TO
INCREASE OFFICE SIZE, ADD STORAGE, KITCHEN, CONFERENCE
AREA, SHOW ROOM AND ENHANCE STREETAPPEAL 5Y UPGRAC
EXTERIOR FINISHES, ROOF AND ENTRY
PROJECT SUMMARY -
NEW: FMAIN FLOOR - IS5,8 SQ.FT.
[UPPER STORY - 4roS SOFT.
EXISTING MAIN FLOOR z Illro SOFT.
TOTAL NEW AND EXISTING = (HEATED) 3602 SQ.FT.
TOTAL IMPERVIOUS AREA a NEW 14SO SQ.FT.
LOT: 16,111 SQ.FT.
LOT COVERAGE.- 6296
HEAT SOURCE: NEW F/A GAS FURNACE
SEWER SYSTEM: EDMONDS
WATER DISTRICT: EDMONDS
GLAZING: 1696 (ALL)
PARCEL NUMIBER: 252-1 033 CIS 00 01
SITE ADDRESS: 655 EDMONDS WAY
EDMONDS, LUA. S6020
OWNER: HOWARD CHERMAK /CHERI"1AK CONSTRUCTION
LEGAL DESCRIPTION: RT-88-)EBEG NE COR NE 1/4 SW 1/4
SW 114 TH N SS*32 01W 51ro,SO FT TO
NELY MARG Co RD TH 93B*05 COE AL.-
APPROVEU ot IJLANNING
TO FIELD
TO FIELD
1`4S2
726
01-400
57 P 4
242
(1-1
REROUTE DROPS FROM T-7976
TO T-F671.
25
/ sool\
2421.10
TO FIELD
25
/SO04-
2422.1
D 6'S. 112 19+63
U,2033,
ZB3S21"'53 'Ar6 416�1
DCS:376-400
_,AE25-24
16+43
#20328 400
7976 DCS:351--400 P2
842
25
/SO03'
2422.1
655 EDMONDS. WAY,
P3 18+01 'Q
Gio #20329
— 3582 P002
DCS:351-40d 4)
P2S2
843-
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DCS.-351-3
IAKF25-26
#69654 (PP)
0' LAP
SLACK SPAN
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DCS:1-200 - DCS:1-200
SS2-24--- Q-- - AE2-24
COUNT
BEFORE
AFTER
WKR
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WKR
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CS.201-300
18
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23
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10
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(WKR = WKR + DED)
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# 414 31 :84G
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AE-STUB50-24 N
DCS.G76-700+801-825
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1-2' RISER
- AE4-24
DCS:401-785+DAG:786+
DCS.787+DAG:788+
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9
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TO FIELD
@l%Oft PREPOSTED
WORK 0
WORK LOCATION
MAP 474 G1
m
PRIORITY ECAS
CONSTRUCTION
START DATE
IN SERVICE DATE 08/15/02
ALL WORK
COMPLETE DATE
DRIVERS FOR WORK ORDER
PLANT EXTENSION / DOR
PUBLIC REQUIREMENT
PERMITS
CONSTRUCTION
El BLANKET
11 STATE
M DIAL. A DIG
El COUNTY
M FLAGGING
M CITY
El BRUSHING
El NONE
SPECIAL 0 CIRCUITS
CAUTION
POWER MUG MAE
CUTS REGUIRED
M YES El NO
OTHER MUG MAE
TELCO 1-1 UG M AE
JOINT POLE
0 PUD
JOINT TRENCH
0 PSP&L
El PUD
0 CATV
EIPSP&L
El GTE
El CATV
M NONE
0 GTE
FEES RED'S
POINT OF CONTACT
0 GOP El LEC
EISPEC.CONST.
M NONE
ENGINEER WAYNE WENDELL
PHONE NO.425-710-4124
TECH. BOB VIEN
PHONE NO. 425-356-4094
FIELDED BY
MATERIAL
MATERIAL
ENGR
CONST
CODE
DESCRIPTION
EST
ACT
180007
2" RISER
20'
I CERTIFY THAT THE WORK I COMPLETED
ON THIS WORK ORDER AND AS -BUILT IS IN
COMPLIANCE WITH VERIZON QUALITY
STANDARS AS IDENTIFIED ON THE IPQIP
CHECKLIST.
(SIGNATURE AND DATE)
EXCHANGE
COUNTY
HOLLS LAKE
ISNOHOMISH
TITLE: CHERMAK CONSTRUCTION
ENTRANCE CABLE
655 EDMONDS WAY
0
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APPROVED BY DATE
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iT. 27 R. 3 SEC. 25
SHEET1
NO.: OF 1
7
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J05"Nu MmRr'�'
DATE:,
W-II 1/2
42'- 1
ol V-5 112 3,
I'- �i 1/2 1/2 12'-B 112
fR,4r
REVISIONS.
Li
OFFICE
L- -A
OF E
OFF E
- -------------
I
SCOPE OF WORf<.
REMOVE EXIBTING 15A6EBOARD HEATING UNITS, AND WALL UNITS
REWIRE ENTIRE STRUCTU7, 5ZELOCATE AND UP6RAC>E SERVICE PANEL
C)EMO ALL INTERIOR WALLG AND ROOF TO IBE REPLACED' WITH NEW
NEW ADDITION TO fNClREA6E-,OFr-IC;= BUILDING 51ZE r-R0r_ljI 7�b Sr- TO,
3602 SF (INCLUDES 466 SF UFFTER STORY)
NEU) ROOF, WINDOWS AND PLUMBING
i
Act
lot 1
list
Y 1�: � AGO,
7 7p
A N 40M 4mm 4"m -%mo-
�5CALE: 114" V V
I
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WL
LLI
EfLLfLLiUL
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j__ ------ - ------- lLhiL
LL
1w 1- -LT
JL�� �L FLOOR
GRADE i IT, !1 1, 1 1 LANDINGI 100- AVG
EAST ELEVATION
SCALE: 114" V 0"
lJfzf=;-:R PLATF;
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5HEET NUMBER:
"i oF 10
""77
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DATE
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NEW, r Re E�
LAND ING,
NOTE. ELECTRICAL LAYOUT ANC) DESICiN
Lu
19 SUGGEST, ACTUAL TO 5E VERIFIED 15Y
CONTRACTOR/E-LeCTRICAL CONTRACTOR
r- - - - - - - --- -
REVI
4f-
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1 ADM IN/ACCOUNT ING
FLOOR TO CLG 6TORAGE CABINETS
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DATE:
01/01
DRAWN B'T*
IDE516N 5Y:
PROJECT NO,-
STATU5;
5HEET NUM5ER:
Lul
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8OUTH ELEVATION
NORTH ELEVATION
'��S
1/2"
NEW EVERGREEN
644RUP
FIR TREE
$MALL SHRU5
IN REAR
ASPHALT
EAST ELEVATION
WE6T ELEVATION
l --0
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I
4
NOTES: DATUM POINT FOR HEIGHT CALCULATION TO BE THE BASE OF
THE. FIRE HYDRANT,
REAR PARKING CONFIGURATION IS NOT CHANGING.
MINIMUM SIZE FOR THE HOLLYWOOD JUNIPER AT INSTALLATION IS
18"' fflGH.''_
ALL EVERQREEN� TREES PLANTED IN FRONT MUST BE A MINIMUM OF
6', TALL AT INSTALLATION.
DATt
ALL VINE MAPLES MUST BE A MINIMUM OF 8'TALL AT INSTALLATION..
ALL GROUND COVERTO BE LIVING PLANT MATERIAL, NOT ROCKS.
GROUND,COVER TO BE PLANTED WITH THE MIN SPACING BASED ON
THE SIZE.OF THE PLANT:
ONE GALLON 30" OC
4" POTS 24�1 oc
2 V47 POTS 15" OC
ROOTED CUTTINGS 12"' OC
LOW SHRUBS AS SHOWN IN LANDSCAPE ELEVATION TO BE ADDED
THE FRONT PARKING SPACES MUST BE SCREENED:
SIDES OF.PARKING ROWS SCREENED WITH
PLANTS ORSHRUBS, REACHING 3 WAT
MATURITYOR
-USING A BERM TO REACH TI-11S
HEIGHT, EVERGREEN OR DECIDUOUS TREES
AND GROUND COVER TO BE INCLUDED
Is 1-5 -01
MIN PLANT DENSITY TO BE ONE ROW OF EVER-
GREENS OR TWO ROWS OF DECIDUOUS SHRUBS.
HEDGES ALONG PROPERTY LINES MAY NOT
EXCEED 6.' IN HEIGHT,TAKING VEHICLE
VISIBILTY INTO ACCOUNT.
SHRUBS MUST BE AT LEAST 18" IIIGH AT
r INSTALLATION AND REACH A MATURE HEIGHT
OF 3 '1/2' IF THERE. IS NO BERM.
0
V
LEGEND
1. I"IT. �4E�ILCCX (�-41GH ALTITUDE)
2. ALFINE HE�ILOCX (HIGH ALT-),
3. ALAS<AN (*�'ELLOW) WEEFING.
C E DA FR
4. S�IALL LEAF VINE �IAFLE5
FIR'
5. LARGE GREEN AND GRA"r
5LAC< 5,45ALTROCX.
CREEFINC; DOGWOOC) (DOGWOOD)
a. 5 &FT, f;RH0D0DENC)l;R0N5
RE V 151 0NS:.
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DATE:
DRAWN B*�';
DE61GN 5T'
C�4ERM4<
f=ROJECT NO.,
14-01
6TATU6'.
5HEET NUMBER.
W
1
7E
RECEIVED
OCT 1 --`71
DEVELOPMEM'! CTR.
CITY 0'r LDIMONDS
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I I I 1 . I I . I � - 1 . . . I . I . . I I I 1. . . I I . .J! . . I - 11 .1 I I I I � . I :11 I I I 1� . I . � ,� I � I 11 . . I . I . � I
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� GENERAL NOTES" I . " - I � I I . I 11.1 I I .1 I � . � . � ., � 11301 M. �' I I . . I I � I I L'. . �. . I I I � t . I � .
. I . I . I I . I I r ' I 05, UJAY , I I � -� � , , , I . EXISTING FDA I I . V I I I I I I . I I I I . I
Ited to foundation with not less". thani" "Steel bolts Im,bodded 1" mInIm6m Into'concrate, spaced not more than ro' P o- is, ==6." I r � -- - - --- R<ING . , . � . I
--
1. FOUNDAtION.,plates "It Iva loo I L EDMON � I Lv -- L;:a. I I - I I 1 I -.1 I I L - I . . . I
11 1 -------
. 11 I I � . I I � I . 1, . . . 1. . . I . I I I I I I I . . I � � I I
' I � . . � I I . . � I 1 . I � � I . I . 1. - �
I I OC (one Story) with at least,�tWci bolts per plec's, 48" OC (two storg). , I . I I I 11 � �. .� I . . I ; I., � . I � . 1, I .� � . � I � I � I I : I , . , - , I - - I I I I � � I EXISTIW3 I I I EXISTING ,' I F1 I I I I . � I I � I - � I . I I I
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I I I � I I I I . I I � . I I . I . I I I . STORM DFP-41N � I I I I I . � � I . 11
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� I I � I I I � ad, wc)od� in conformance with,clivii1on lfande*,sall extend loolow the, .� . I ., I 11 �,� gN, � I I I I � , I � I 1. I STORM DRAIN . � �, . . I � I I I i
* Footings and,foundattoris Shall bo'consturcted of masonrg,.concriete or treat, , I . \ . �1 I I I � I ...
I I I 1. ,
- . I I � .1 I , � I . - . . � I I I I ..� . . I , I � -1 � � , 1 li',. I I - 11 . . . � I � I ) I I I I fLi � � I I I � I . I I I .
. -1
I frost line. Footings of concrete land masonry "it be -of solid material. Fd'unclatlons supporting wood shalloxtond. a, minimum ol"ro". above grade., . . . I I 1 � . I . I . I � " - I I � I I . - . I . I -, . . I . � I - 11 �
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I
. � I I I where Aho surface or ground slopes more than I' Im to' sha I I be ! lave'l or ,at I epped so that' both top and bottom of such 0 n' ' I EXISTING - I � r � I I 1. 11 . . I I I . I . � I I I I
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0 Foutiolatlomi F Undatio . I . . . I - I I I I I . I .1 . , -- I
. 1. � 1. - I .1 � I . 1. I � , - �- , I . . - . I 1, I � � . . I . I STORM DRAIN . . I � I � I I I I I 1. . . . � I � . I . � . I - I I I I . � - - I
I - I I " I I I . , I � � . � I � . � / :
are level. Section 100i&A, UEUC 131 1 � . . I - � I I I ,X-,t(",- "
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I > I . I . . . � � 11. I - I . . �� I
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, , . JU_Are�X&'�jhlCkmaa6). �SaCtlort I�or � UeC r � . . . . I - I 1. I . .1 I � 1, I - I I .1 I � . 11 I . I I
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s Am6ior-�bolt washer�s Must be 4 mImIfnUM of 2'lx2" (ac P/ ,-C3,1 1, "'. 1, I 11.1 . * ,�, �: , '�' � � �, I I . � . I I - I . . I � -1 � - 1-,1-: I; . . I I . I � I I . 11 � I . I I . � A�; � :1
. 1� . � -11, ', , I ,. 1 - �. �� - �--- �, I - I � 11 I I I 1-1 I � " 1, " I I -1 . I I -11 1. I � � � -- - . . I - I I I I � I \ /11
� I oun a - - - -with':t -th161mum'.'6r',tW6 Ni -.,'-4'1 ars� A cia I I., re at the bottom of the - , ' . . I I . I . � � I � - .. � .� -- - - � . - � � -- . - - 11 1 .
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I . I - F� a, tliorl�'whh ii�walls' shall'i�io lof.6�;toliea I I � :� o t the top of tl�W` arid two.No. 4 ba . � I � . . 11 - �. � . I I . 1, I- " - . � -- Z - �\ � - - --- . -
I I I . - I I I 1 I , . ,. I I . , 1, I �� I , I
r 11 I . , I � I I I - . I �, ,
footind-Sectlon 18061 1.150.�Sl - I I I I � , ., " I I 1. � � .1 - I - ". I . - I -.. I . � . 11 I . . . . I . . I I I I . I . � I I . I- 11 - I . '' " ( .
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� � . . A Slabs-om-bra6o with turned -down footings "It have a m1nimum of oma�.No. + bar at the top and iziottom. Section 16061.1.2 Ue!iC1-c31 . . -1 , � I . 1. . . I I .1, . � 11 I I I-,,, .1 I I . � � I � . I � I I \�,� i I " I �
I I I I 11 �. I I . . I -1 I I . I . I . �. �
. I I . I I I I � I I , I I . - . 11; � 11 I
. I #, Ind lvldu� f concrete plor footInci6 "it project minimum of all above exposed ground unlesscol to artsdF approved treated wood. . . . I �, � . � � . . � 11 . I . I . I I I I . I . I � . I I I ,� I 41�0 I � I ,1 I
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,. - . I I � I i I 1. - . . . I . � I . I . I 11, I I ,� '. . I �, I
I , a and'whIch'suppdrt perffianam structure - I I -LEVATION -- . I . . . . � � I
Umms or PCs I I
I
11. . I I
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_ a' GF.Al2E E � I I 11 I 1,11, � .
,
I Colums/poste,on'domcrat or-masonrg Floors or decks exposed to weather, or water splash,or basement I I � It . � I I . I I I � I I I I I I � 1. I I .
I ' . 11 I I. I - , . I I I SCALE: P s 20'-V , . . I : I I 11 1. I I I I I � I � . I'll � � ,� . . . � I I I .1
I � . I . I I
I shall be supported big concrete plers or meta 1poi:;Iestals projecting a'minfriumllof 61, Above exposed earth, and.,a,mInImum of.1" above,such , , I I .1 . 11 . 11 � I 1, � I L . � I � I . � . I . 1 I � .. � � I I I �
I I . I I � I I �. . I . � I I r I I I � I I r I I I I � I � � I I 1 4 1 � I I � � I I I I - I . . I . I I . I I . . - I I I? � I I �
I - � � � I - I . I I I ; I , . I I � I . . I . I � I . .. I I � I , , I / \1 I . I .
11 I I f lo6ro, unities- troateali6od,1-116 used. Section 2509�.5 UIBC-131 .�� . - � I I., 1. ,. . I �, - I �" I . � . : ", I . � �� . I 1. I � . . I � . I I . . I 11 . - 1, 0 �
, I , . I I I I . I . � � I . I I I I . , . I I I I . I I .1 . 11 r I I . :
,, - " �� . . I I - , , ., I . � . � I I. � . I I .1 . I I . � I . .1 . . .1 I 1. I . 11� I � . � I I 1, ,4 I I -. . I .1
I I 6 ill a Ir.space, ls,',raqUIracI at "to , sides, and'encle of wood Orders enterime ma6onrV or concrete wallaw Section, !�io&-�o, :,UIBC - sil� . - I . � . I I . � . � 1. � 1 41 1 � "-- I � I
I I . � . "
I , , I � , , � , . P� . � . I . I I I I r I I � . I I 11 I I . I I I . r I I I . - . I I I . I . I - � . I I I I I I , . I : I . I
I . I I I , I � . . � I � I I � I I I I . I .. I . I ., . .. - ., . � - Ir � I I J . , .
I I I I . ,�: I I . � I � I 1 � .1 ,� , I . I I I . � . %. . � " I . . I ! I., . I . I . r I � . I I . I r.o . . I I . 11 1,01 I
. I . . '. I I � . - � I
1 2. C ' :9PACP.U;n(:;Ier fl or J61sts sha 11 barat I " ast'18"I'min. 6F,12" to- bottom or girclerf or treated, wood,'Oroyided � a, min. of 18,1144"4 access. � 1, . I I I I . I I
� RAUL , , o a I . . . . I .. . 1. � I . I 1. . I I . . I . . � . . I I I � I . � � '/I, <.11 1: . I
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.1 � . I . I I . � I . I 1. .- . � I I , I . I I � I I I � .
.
. 'Sectlon,2306.?l UlEiC-lal I I I . � 4 � I . I I . - . I I � . I � � I I . - . . . 7 �. � 11# .. I � .
I I .1 , '' 1� ' I I . � - I I I I � I I .." I . . I I I . I . I I I . I I I 1 I I ,� . � . I i
I
- min. I sciA. per, 150 a located as close,to corner � I . . I
0 ventilation �,un4lor- floor-'aetita shall have q.ft., oponlnes "it be I 9 as practical and provide � � � � I I I I I . I . I I � . . 1".. � . I .
, � � , 02 .
� I . � � 11 � I I I I . 1. I - I "I I 1, I I �. . I I I .1 .1 I I , .1. I I � I I I I � I . - I I I b I I �l, I 4 � of- � I I I I I .
. � I -1 � 1. . � ;0 I , .
- I . I � I I I I I . . I . � I
: croos ventilation, arid'sh'all �164'coyerad with 1/4' corrosion rearstant, wire mesh. Sec., 12306.1 U5C-CJ1 : , -, - . 1. I 11 I.. . 1- I I I I . . . I I I . I . . . 11 " I , , q I I i
. I ,� I , I I I � � 1�1 . - . I . I � . � � . I., I . �, � - �, . �v �6v . ,
1 13�. FIRAMING;,"All wtiather� exposed, surfaces shall h4vis� a �:Weathor-rdslotivo 1:�a�rler Ad otoct the Interior wall covering. Anchored brick veneer shall I � � I � I I . . . I I - . � q , J 'OP I 1:
I I I I -1 . � ,� I I I : ,/
I I I . �, ''I I I �, I I .� : I I I I � I I . 1 . I " . -�, I I it
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, I support no [dad i�othee thin Itys own Weight and the - vert Ica I -aaAo(� loa d � of s ...... ,,,P,,r\,, .. , ," .� ,: � I I I I �1 1. 1. I . . - - . . � . I 1. 1. . . .I.. , .1 I . I ,� I , � . 0, I
I I . 1. �, . . . I . 4 .1 . I . I I - � "
I I I I � . I . 1. \ I
� I I I I . . r � I . . I/ . 01 � - � I I 11201.Q _ ,
; , , , �
, -All lumber,, Pl9wivooli structural pirticlo6oarcl,�gru-16M tlmt�ers, and and-joltited lumber, pilos and lociles �"Il comPIQ to standards, and oraclino rules, - � I I . . I 1 4 1 1 . I I . I I . I 1b, I - r I I � . I I - �� . �
I I I � I I I I' I � I � , I I 11 2 . 11 I I I I- . I I I I b � -, . V - - . � �
: I � ., � L � I I I I I I I I I I . . I I �� , , . " , I � I 'O
, � � I _ . I I ! . I f � 1 . , I
I * I I . I I � . I . I I'
. . I . . - I I Z � I . I I . � . I I ., . I I . . � . . . I I �
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and,611all'bo so, Identified bg an approved agamcg. " � 11 . I ' � . I . - ,� 0, . N . \ I ASPHALT I . .
I I I . . 11 �1 I I I I - . I . , . . . I . . I I I I I . I I � . . � . I I . . I I � I � . I . I I I . I I I I ,\ � . I � r I I,=
I
I I , 2- 1 . . I I �o. . PROJECT; ? ,a , I I" I I 1 9 1 "
. � I #Al[w th -maaonrq,-�or: In dlract�contact with earth a 11 be pressure treated woodof I , f6undation-grade I 1 �
I ood, in c:�orttact �wl , concrete or I ha, � , � I � ' , any spec as I � , I
I I � gem . . � 1. � .1 � �'. . � I - I � . : I I I .. I I I I . I . I � .1 . � I I Is, : I I I - I I. I SLOPED , �) ,4. '
� .1 I 11 � . .111, 'il I I . I � . . . . I I I I .1 � I � � . - I ** .
I , I � � I I I � I � I I I \ " . ,; � I I
I .1 � . � ' . I \�, "; 1, 11 . � I .
I I' .� 11 Frat'ned of solid blocking. IF ,, , . . 1 \7 , .
-�daclar �or r6dwctoc(all,marked or'branded by an approvsd�a 0g, , - , , �' - ). I . :� � I- I 11 I 1- .'':, 11 , � : '/1 ;
' ' , � I
. � 'Foundation. cripple walle, shall. too Framed .of studs: not lass �lh 8120-than studollno,ak.>ove with m n ongth of, 14", or* be, I I ADDITION'T6 MrEX'STING COMMERCIAL OFFICE ISUILDING.70 . i I . � � . . -- - I I �
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I �
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,i, m � � cripple, - I I � . . I 11 .. I . I I � I I . . I I , � I . 7'- 1 ,2'( � _77" �
a .1 . �
I , , I , 'Tid t;,I 11 I � . -RENCE I . I . I � I .1 /0 1, `\ \. \ , * � . - ''. � I's \ I . I - 111
I � I , over 4' in hal6ht'lau,ch walls $hail have studs t64&up, , et"am'd-adition I storg-,-s6 I 66k], 9 or�,plgwoe:id �shoathlng maV be Used'- to brad I.. .1 E, KITCHEN, CONFE ., .,/, I , 11 05 '' .,I, -g" . I � .
. , I , � I . . loo. � , a I . I � 11", , r. . I 1. 1� . I I . INCREASE OFFICE: SIZE, ADD STORAG I I �
I . I .1 'i. � . I . 11 � I . . 11 .1 I . I 1. I I I . � . 11 I � ". I
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I wa ilia "tud hale ht, or 14 1 or r' Jose . I . I " "I I , ., � I I 11 I .�, I . -. 4 1 , I I I I I � . - . . 4i I
. I 1. I � . . , I I I . I I . ;.11 I , I 1, AREA, SHOWROOM AND EN . 0 1 1 -
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I
I r . . , , , 1tistalled,to I , " I wANcESTREI5T APPEAL ey UPGRADING I . I I 00 \ 11 . I
. " I ,eearing'arid exterfor'. ... wall. studs: shall be cappeol,wIth double top, plates" provide overlapping at,corners and at, Thterse6t tons with . � I . ( . � . I . . , . � � Z . Em . I I I
. I I . I I I 1, � I � ' � - .11 I., . I .. . I .. p I � �- 11 1� ., . . . � EXTERIOR FINISHES, ROOF:AND 00;�Y - . I . I I . I I - 11 I � ! . I �- I � \ , I
I I -, , n I 1. I � I I , .. . . I., I I . I - . 11 I I � � � I I I . . I I I � . I 11 . : ,. � \� I ,,, ,O , I �11. I .
I boarIng partItlotis. End ,Joints 1, tor It loo offset at least,481". 1� I . . I , . � I . 1, . . : .- I 11 I 11 I I � I �, I I I I I I I . � � I I % Ii
I I I , plato,6hs I . I . � � . . I � . I I -
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I I . , 1 All oloaminge,in 1:�,earl' wd I Is. shar'l ' ' m - ar M P late.. " I - 1 . I ,� I I . I I � . � . I I I .� I I . . , /� 111% I I I oe \ X .1 it
I - osi providletcl, 'with h6adero'having at lsast,2" co'tinuous be' [me to-Tloordrlootto � 11 I I I I � ) . . I I I \ .1
me, , I � I I . I . I I., . � W I V1
I I , I , I - I I I . I 11 . ., I \ , 11 I :
0 stud; $haffhave full bearing on a plate: or' 61111 not, less than 211 in �thl�--kmasa, having a - width not, leas than that.*of the wall studs. Sectlom�2320.11 � 11 I I PROJECT SUMMARY,., '11 I . I 11 I I I . . . , . I
I I I 11, r I � 1. " I I., I � I I I.. I . -11 I I .11 " I . I . . I . � .1 � 11 � I � I I . " ,�� I I
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1 U15C. t31 I , ,: " �''� .� - '. I ; I . 1. � I � 1, r, � 11. 11 . ,� I., I I . . �� 11 11 .. I . :,- .,.. I . I . � . �� A � . : 1\ I ,\\� i - I - � i I
, I I I .1 I INI 11 � I � I , I � 11 11 I I . I AIN FLOOR :l 11350, SOPT. pJ � , , I � , f �
� I .- I , .. I 1 - , 1. ' ' . I , I i I M . . I � x ��,
,to the weather cir to'Water eplaaKr � . . I � 11 . � I I - . 11 I - I . I ., ..� I � . , 1:
. d -on concrete or masonrg floors 'or 6 d ' ' . , , � I . , . ,-� I - ( - ---
� 4-'CoI osts locits I I I � decks a�p so ,� I � . I or in basismatiti-and which. � . . - � .StOR* !., 466 SOFT. I I , I I . � I I � I . e
I � , I , UPPER
support pdefnane�t:str'u'�'ztur�i�'.�MlI ba�$�Ulvportad.bg concrete plers� or metal Oaclastals-p(djactltrg above floors unl6se.0porcoved wood of natural I � � 1. I I I I I . I . � 11 1� . , 'Ilk � �g
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I res1stah ,,to.doda�, cir�:Itreavea wood is, Used, , 1-1 I 11 � . �. I I . 1. �, �. . - . � I "I I . ". � I .1 I I I . I- . I � � I � I �e I 'Vt I � .� 1 -1 ,� I ),- L-'
11 I Co - . I I I I 1. I � . I I I I � I . � ! I �� I \ I - - I :
. � I 11 I 11 - I I � I I , I 1:�a r �., " . I - . � I � -. . I I I EXISTING MAIN FLOOR. x 111ro SOFT. I . I I I \ \ I I � I \ .
,A'Wocrd�glrdera enteeing,mAsotirg or coricreteshall-,booeovided with 1/2" air a co-Orl aides;, tops, and ends. - , � � . I , 1.� .. . I I . . I I � . I I I 11 . I N \ r I EXITI 11 .
I I 11 I
. I 0 l5ra " . tas. I Suild I Inds". I sha I I ii�o provided - with exto I r1or am I d In , t " arlor brad6d wall I Ines. -Sactlel,4 2316,i.2329,. 1 13 USC- I S-1 . 1. I I � I I ' I 11 I � I I . I 11 1. -11� \A I- I I � I \ N . \ PC's ED 0 ��'-x 1� .
I I .died WAIII.Lir , 11 I I I ' � ' I I I.. 4 I I I � TOTAL N'WrAND EXISTING - (HEATED) 3602 SOT-T. i � . 11 5-)�% � .: �, LIOWI �T *11� .
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. 4. ATTIC..' At,tIcs - �:�o I a ve'an. access, opening not, less' tham 22"x3O 16 a�raadll . I . ! . . I "" t `1� �
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. � - rmorsdoarrea room4hallha V accessible location. . , � . I I I � I I
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.
I - t d�" Ilation, shatt i:�e providod to, aqua 1/150 of 4rea, of.'spad be /3 rovIded At: least 0510 of . TOTAL IMPERVIOUS AREA c 3535 60r-T. ,STRUCTURF: I ��- \ , I :
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Cross a it I �o vantilated"exetipt the'drea mag I 600 p, rp . I I I I , � . 1. I /,
vent I . � , I i ! I I � 1$1 1 1 is I .
I .. I I I I � * , * , . I I I I � I I � I 11 0� I . \ 1--�,
a' ' ' , , '� I I - I I , a a a I Perth rating I ,,Inst'd lod`on.1ho warm � ' . I i . 3535/16111 r 2113 z 22% . I V-,� I I I 11
ea 6, I � I ,ornfcavents, or lf,vapor retarder not excisto tru 'I , '' I I I J.,
Ventil tIOM ar I ocated at east V above eave,or c , "I a I . ; . -1, I I i . /00 X I 11 I \ . 0
. .1 " I I . 11 . I I �;P. � �. .. I I �,
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- Ation.,,Ths,oplemines o be' ,open Mee" of�� 1/4" diameter. Sedtion 156E�3 UIBC-sl . ; . I . ;\L,t� , I I I I
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side of, the Imoul to covered, w Ith, corrosion -resistant metat�hiash W/Mash I : , � ., I . i . , N 11 1. I
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� 5.ROO#.. ccz,r�p6sition,�shinjoicis'shalI be applied to sollato sheathed roof covered with tgpa�15,felC�Mln. 4-4nd'l� 06h�requlrel::;I. : 11 I I I � 11 I I I � . ) 4 I � I I I � . .
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11 " ' I I I to Pr6V to a , , r 'and , � 'lateral, displacement., Section 11501 uec-sl I i LOT. 16111*1 SOFT. , I I I I I I . //* 11.�- � I . I I 'e-,"
� I -ba supported latorall -at points -or bogring loq��80114:1,6166klme ant , � t , tion I I . - � I I I I I G� -1 \ I ZO
-
Poor trusses shall � I � � 1. � I I � d � , . LOT COVER�E- ASPHALT AND, STRUCTURE ,' ! I je 11 - ,, , . ��, ky - I � � r,
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0, I . A 11 I I - - I
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- Roof1calithe laselemlolles, where the, \,�entllatlon space above insulation lal�l;ees than, aj,,; 12',ehall have --vapor retar so . :Facedlbatt rhaulat'lon as . I I � ; I . -- 6 a � i ',�I6 , .1 I I . Y 111,0,
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, I I I I APPROX. IZSIS� $OPT, - ro 2 90 . IV *
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. I retardisir shall �bo face,, stapled. Single r'�after JC�>Iat VaUltecidelling cavltlsta�rahall to .0 lass enough t6.�allow &mIn.Tl.v*ntad air. space above I � I I , .
, P � . . � � ; � ; ! . I \111,
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I I ' ' '' ' ' ' - ' i '' ' I � I HEAT SOURCE. NEW F/A GAS FuFNAcit � 1, -1:� - � I I I �, I
Insulation. Vapor re�ardoes,n a i�� spAce,aloovaAmaUlatldn, Is 12"-Ioe, groata $to I led, between, roof, membrane � and , � - I ., I I I I I I . . . I I I . I I �
, pt� require I Or or where Insulation Is In . �. I I "o I . I V I'll,
I . I . � - I , . . I
I I � , . I I I I 1, 11.1 , I . . , 4 . I I I . .1 SEILER SYSTEM: EDMONDS , - � I . \ �
1. "I � 11 � I I I . �' � t I � . 1 I ''I : I I " '' 1 � .. � I I - . � 11 � I I 1. "
structura I roof clock. Section 502.lk�3.,U15C-131 , , . 1. I � I � 11 I- . . I I 11 � � � I., �', I � �, � , I , I . 1. � I 1 4 . � . I �: . I I P, I \ �0.0 � �
, - � I I ' I . I , i , -
� 0 Wood shingle and � � shako application*- fasten to solid or spaced sheathing' Ia" wid'ei1gois 30 falt,shingled I6otW'ws1om:coUr$ I eel . - I � I � I I I I � WATER DISTRICT: EDMONDS � . . I �, . I < I I I I " 11
I I 11 I . I I 1, 0 1 � .1 I 1 I., I I 1. � � I . I % \ 11 . . � � I ., , ,
I r . , (ALL)-' . ' I I I . , I ,* I /
1, - halght,� shall, be It -O!" Kitchons, Halle arto( batheooms� may I, Ing height or,,1,_6,, tnaaaUrie . . I . I , � I I I , I 11 I
I -EIGHT 'Mill. 6*111 el'' ' � . I ,ol'to 10, I - I 11 . . ! r I � I \ - I I I 10 1. .
� � . 6. CJFILIN6�,P. "I 0 , .1 lave cell . * ,If, 1, ,h r I West projection GLAZIN6: lro% I \ \1 / \\
I ," . , � . � � .1'. � 1. � I .. I .. . . I . . - � I I I I � I 1, ---� - I I H I IV, 1 14-11 1 1
, ,
, relVilled:i�6111mg, he.1g, For the'room is. onig bs uletsol � In on a of t a rdomi:mo - portion', or room I I � I ? . . ... I . I . "e , k I
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, �Ir, ang, room has' a 610 , '" e_h . I , I � . r I PARCEL NUM5ER: 2r;,21 033,0115 00 01 \ 41 , 4�. 1: �� I I- - � "Op,
From calling, %. WIFt. :,;pIng callIng the ht ",-, �'
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I , n', ti 6 T 0or to "the' dotting., Sedtlom� 10�&.l - ,% a I 1. � I � � . I , I . I � I , I � �, � , . 11 I � � I � I . I I I .1 I , . X . I I P,
emir measure 105'5� tm,� iom the'rintaloid;�'I I , �' ' , I . 1- I U 5-1 - I ,r . . . , � I . � . I . , . � I � . I I - I Q5 I <1
I � . I ' I , I � "I I I I . � . � I I I I . I - 4
1 � .
11.-ST14IRSv All' mol 31ai,aa sides of stalrW,�usj � lan , ticts' $;�Joa loonies �-i:�e- Porches', '0116h., are more than. 30"above grads. or floor below, , , . ,. I � SITE'ADDRESS; 655� EDMONDS WA* � , ilx .. I I ,� 11 I I I
, I 1, I I N , 11 \ , .
.. I I .divan a ' . c at and. rathIP I I I 4. 1\
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:�6tr�lmg,ah& 11 '' ' -a 6 9 al!gual I I ure, , , ess� than:Btp " JIn height. . . � . I . 0% v \ -- , 1 lo, . 0 - " 0, 11 -14 �� I I I I
� and roofs used.for othsr'thAm`.,s,ervIda or the I: I 'I loeprotecto , �drall.,ft I , a,�g uardrall's shall iosmot� I I � . EDMONDS,'WA.,138020 � , I I " I
I 1 . I I 1 1 � A 11 . - % . . � I I . I , .1� I
intermediate m6mbors must be spaced 'such. that,'a splijive 4" in diameter, cannot pass thrcivahl"tairwag sellin ,all be 49 thin. wloith�ior,�611.,- . I I li� �, I . i - \ . '100 I % I I .\ . - � I
I I I . - - # ln,� dw� es �eh I I . I I .
. . � I . . : .r .1 . ; \ I � 11 X11111- . �
' ,
Stairways in dwelling units mag have 4 h8naral't on one -'side oml�oxcapt tUch-stalrwa�s open on o . no-dr , more sIda&,,shaIr hA�va,hanc1rA,r1Ie`ProvIdocl on OUNER: � HOWARD CHEF�MAK /CHERMA< CONSTRUCTION I - C)ATUM I I . .1 I � ,�,01\ , I I I
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I I . - I I I -nos nip o .. I con Audus tio , h of5thelsta rs I � I � 11 I I . I . ..''. � . r. t � I I . i I 11 . \\ I I I \1 I . � "Q, I
the open a tats, or a Idea, Handra I Is � sha] I be - 3411-3611 � above ' I ' � . F teals d, � sha I I be t! � is'-fuli'latigt r -andAhr amdal'shiill�be , I I ... " // o� I 4elT I I �
I � . I 11 , I
. . 'hall termInAtai In n air Post I a I or 1. stormin-alsi , Min, 6' -ws',' c . ltiar�heaclrddml maa6ur'ecCv8rtIcaiIg rrcith tread I to noolne t6t� F � Inl6hicstcl I . LEGAL DESCRIPTION, RT-90-)Sl=G NEICOR NE I/4'SW 1/4 ; \ .. . I � "I I \ 1. I 11 .� .1 ,- ��, 111011" I \. . .
:returned to,tho'w4li or a I ow' � I I I � - I \ I 0 �
. I , , � I I I : ' I I � I I \ 1$,b , . \ � - ,
calline above. Landings re . I I I -1 aver bg, thd,wlath of the, stair SW 114 TH-N�eO-32 6-1W 516.cJO FT, TO I I I /- I,e 6 "
� I - quired at to cl.b6ttom of sa6h,rwm of states., to to& 36"-mln, ln'tha,�alrectlon'of tr , . I . 11)1�6ro I I 11 � I I ,Z- -pe, .. 4 .
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I P $talr6, the, I � . I � ,� � I .. �/all I � I I I I � -0 I I I I . ;N . � . t �. � I . I I V I . . I � I I
there I's enclosed Useable space�unaer tZ walls and soffits �or, tho, enclosed space -shaliz be prote,:�tea.dn th6'encloied sidd log - I . NSLY-.MAF;ZG CC RD TH 6315,05 00E AL-, I I -1 . 0, 6 ,. . I 11 11 . I
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tgpe )��GWE!I� ctr�approvad equal 'to.'provide one Hour. fire protectlon'. Stair handrail and, hailci:,'G't�ip's,'are�-to..I"\,a I-1/2 ,-,to 211��drciss� soc-tionalis ,and , I I . . I I I � I I . IX -1#1 .
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, I , � I I I . � � � .� I ." 1, .� I I � - .. I � I I ; � � , 1� I . - . . . I . . I � I \ (?/ I . < I I . .
return to wdll�sed 5M,1003.��-s Uec-cv , ; , "' , I I " , " . � I . I I . I 11 I :! ; " 1, . . \ I I I
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- UeC,EXC5PTIONt Private, steps and otalrwaVs as vine an occupant oad or lose . .-.Uplaol roofs matA be 'constructed I , . ; � � . 51 11 . . , 0 I I
. � . Ir I 11 than ,,10 and stalrwaVs,to unoc;;� I . '' w !10 I �, I , .
. , , , I � �, � � . . , I . . 1, I., 1. I I 11, .. � � I .,:� - , . I . \ I
I I I . . ; � r, I I . � , 1 . - I � . I I . I I I �, � I . .
wlth'an'6" maximum" 'rlosamd-a�'% inch min'Imumirum, -1 . ,� - ,r .: I � 11. � � - Ir I !11 : I .. ,�': � ,�,;� I I I \1 I I " " \ I I 11
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a. FIRESTOPS: shall be providea to cut off all concealed draft opening$, and , to, form -a-n a fftictl barrier between stories an orl�;Iattic spaces, ,, . I I I
, I I- I I - I . I I . I � I \ I �\ 01 I .
Firoblocking 16 required st,10'm�x�ttite'rvals�verticall�,,I::�titween,,ftirting- strIpa'Usa,0.to'-ap 'IQ wali,anolceilln''firlish erlal,.to.l:�allflatalled at I - . I I �, ., t I � . \ � � . 10 � .. I .
- ' I I I'll, P � - ., - g � �'ma t 1. I I ., - I � . I � 11 � - � � . - I . , .. I
I I '' I I I .,.. . . 1. . I . '. � I I I � � .
11 ': I - � � , - .''', I . I 1. I 11 � 11 .. � � 1. ''I . . I I I . .
� intorvals-not,t4b exceed 6"Inang-directlon. Section idia.v Uec-s I I I . I '� .�� " 1, � . � � I � , 'I: I . I , I � . . . � � ,:
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I
. I I � " , I � , , . . , , , I I I 1. I . � . � � I \ I I % '0-1 . - I I . .
15.EXITSi At least onectooriu�9�f�orriduidilliti!b:�shalI boor,a: 61zeaaAo�poemlt the installaiion't6r:4 'door mot' loss �iham. ' 3'-01',in width Arta-reit lose than I I I � I � � � I \ � � � % I 01. . I I I I
I � I I I I . I I � ' ' I , I I - . � 1. . . � . I .
, ' ' - - ' ' `
I I' r ' � ihii2t, m!". e�eemen'tai'an'a,eN�org�sl'eeofn�a,r,c�6m,,6�illihaVe At least cine"operaizile Window -Or exterior I . I . � � \ _ r rr 0 � . I
(0, -� a"'. in hsight, with a c *41 � exit waV, of'not lose , I , , . -11, . I I . STRUCTURAL NOTES I I I r . .
I , 1. 11 � .
, , . . . �
I I I I
I doo' approved for emeteericg oscapa*, rescue. Egress . windows- shall have a thin. not. cloae� 6" Oing- 5.1 square feat,with a -netclear, open height 11 , I � � . r . . I . I I I 11 I .
' r _ 11 r I I I I ., , pe . I I I . . I � i I . \ , .1 � I . � I .
I of 24l%�wli:ith of 26" with,a, flnls�iad sill: helght,df: 44" above the floor. WIndows" 1661ow:graca shall'hak.�a a window'werl'-por Section 310AA&AUIndow' - - I � � . � � I . I r .
. - � . I . I I I � . I . I I � I � . I . . I . r . I
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I 11 I 1 6ha 1 1 ,,,,,,, r I I approve , perm ment do I . I I . I � I j I . \
� wells with vertical depthof more than 44" 1 ,equipped With , a ,- , virrixecl ladder or starrs that are ad sailors with tha , , � .. I I I I . . . HEIGHT CALCULATI � ON I
- . � I I I I I - I a :, - I " I I � . I I � 1� I � . � I I ' . 11 .
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, � I window ln.full�, open position. Sac" 1003-:�-1 U15C.'al ,,,I . I I I 1, � .., , 11 I I - . �r I I I 11 11 I . 1. 1, . I ,� . � . I 1. I . DESIGN VALUES USED I=OR THIS PROJECT. 1 . I � . . �. I .- r . I . I
r : . . I I 11 I : 'r I I �1- .. .11 I .1 I � . 11 I I � I I � . I I I . I I I � � �
I i - . ' I I \ .
0 Whtire'the"thied floor within an Individual dwal,ling' does not exceed 506,6q.Ft,18c6eas to only,one,exIt need be-provided,from that Tloor. Section . I I � . . �
. r 11 I I I , I . i
1 - I I , � . 11 , I I 4 � .1 I I I 11 .. I � I � I '. � I . I LIVE LoAD/FLOOR � 40pef . \ . I A * 1001 - 10025' (1009
I 1 1004.2.�j-Uec-sl 11 . . I '1 1- .1 I , I I 1�: .1 � - . . I . � I 1 � , . I 1, . i I i . I I AVERAGE
I . I I r � . .. . . I I I I . . . - .
�
-,, � 11 . �, I- I � 1. 11 . 11 I I I . � I � . I . , . : I � I I DEAD LcAo/FLco I , 12pef . I � \ . e - 100, r-1,4XIMUM s 125'
1 ,
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4 1 � , let. LANI:�!WdiSl* � � � there shA I I be, a floor or, landine'lon sach I side of A�Ildoor " and, sha I I too, not'morv� than, I'! lower than the t1-rashold of, doo,rwa�, except I � R I . - C a 1005' ACTUAL - 120'
� " I , , 10, . , I 11 . I I . I �, I I . . I ..
' . I
I in private 4aldondes4 door mag open on'tho top $to ,4�1` a� F1 , h.. .1 . I . LIVE LOAD/ROOF k 25pof . . I I I I �
- P, leht o'f1stairs or it exterior letidlne.A door sha It not owing. out over a ''Step � In any I I � 0 2 100.5,
�
I I � I , , , � I �. , I 11 � I . I - 11 � I . I 11 � . � . I � .
�
�, a . � I I � I
� � I I or 't ''t A door mag open at'a landinci notntore than 6" DEAD, LOACi/p,00F, �, leper I � . I
I case, 4,door mag,"open at the top flight of'a`stei:� Ift'he do �' ates n0t, Swine over, the op I I I � I
, � 1 '' , op. I I , I .
� . I �
' lower than the flo6lr le'vto.l if 'the door does not swim over the lending'. 6 . action I 100-3-3 U I - ' I., . I , � I .111 � I 11, I I - . I � I �, I . I STAIRS . I looper - I I I . . . 'I, � -- I 11 I �
I � 9 . , . 1 J.61 SC 1�1 � � I I I �- I . � I .1 I I . I 11 I - I -1 �� . I . � I I . . . I i I � I � . I I
I Ill, COIRRIV(:*,'�- , ,, In private,residencla's shall be a mln� width. of 36". Section 1005-5.4'UeC�-131 I ,,, I ...� I I I- I'll I � I 111 111 �, I I � . I . I I I 1- 11 I "I . � � � I'," I r.11 . I I I - � I 11 . � � � I I I I " -- - �
I I I , , I , "" I 1. . 11 . 111 I ". . . I I I I . I I I . I Z114§k , . -.I-- - -----. -- --- -- ---- � �- ----- --- I I—— - - --
I
.
One , � I 't I . � I �
I I -huma'm' -1m, pad't, 6udh as glass. door&, glailme: inimedtataig -adjacent'to doors of area ' ' I . ALL MATERIALS AND WORKMANSHIP -SHALL COWORM TO TPE REOU102MENT5 OP THE DRAWIWGS, SPECIFICATIONS, - I
I . 12, GLAZING;:��Safotg glas's is"'required-In locati 6uIpjactA6 1, 11 r I � I I . - I � . I � AND THE UNIFOfirt 15UILDIW.s CODES. " ',�,11.11 i I . . � � I .- I . . %V FLOT ,P AN .
� ,
I �
- normall;4 used'"as a.,walking avrfocs,�showar'doorsj tub amclos"ures, and st,.orm. doors. Also in fixed or operable,partiale adjacarIt to A door where the I I I I �. 4 . � , I � - . . - - --�---
� . I I � I '' � ''I I - I - I � I � . I I I r SCALE. I" * 20'.0"
' I
. 1� , . � . I � ver -edge of door: in a closed position and where thtit'bottom exposed, I I I I r I I., �% . � ': I 1. I I . I . � I I -') I
nearest exposed edge of the glazing, is within. a 24'i are.. of alth6r. ' t1da 1, . . . 1, I . I � � 1 - . .. I I . I I r . I
� I I � - I 1 � 11 I 1, I I � ". I I � - ., . .. . . I I I � ,�� , I . I I . I . I ! I -
?dge,o:r glazing is less', thaK roe,,. ai::�ovewa lktne surface, Section 2406.4 U61.' ,-151 , , 11 I . I � I 1. I � I I I . I I I
I � . I I I 1 4 - I CONCRETIEs, water cement ratio S .50, desicIn strength ,of 25004. psi I I � . � . 11
I ' . . I
I . I
I I I
I 1 4 , I I I I I I
I I SNI hts installed &m� slopes 15 daerees'6r more From' vertical, plane shall� be' g' :onotructed or multiple or single lager s�stema.of laminated glass. � . 6 1/2 SACK MIX FOR CONCRE;FE . I I �' I . - I . . I I I
I I I � I � I �, 1-1 11 I � I I . . . I I
- I : � . � I
- � lig ' 'or'' both parta � � I .. I 1. - -
� .�crlieels'maecf not be Installed, when laminated. glass Is used as bottom lager , I t�'as long as the area or pane to 16;, sq.ft.dr less, or. the � I I . " . . I ; -
I � � I ,. . I . I I I I I
. � I I .1 I , � I . I 1: � . . I . . I I I .
., � . I 12"above any walkino, surface, or, thicknes's.of,panes. I shall, not exceed 3AV',,!SactIori 240% 26m.1 Usc-si � I � 11 �, I I � � I .� I � .1 I - .1 I . I I . � . � I
�
highest point of, glass Ia not more than - , I O , � � . I . � . I � ALL. ' SER OARS � 61�411 BE GRADIS 9-0, r>EFOS"ED BARS, AND I . . . � I I I
I . � .square fe-st-Ventilatto-101'sq661 to' - 5 I . I I REINFORCIW.s STEELOF 45 AND LARS �� I 11 .
I ,Ia.. LIGHT. ANC:iVENTILATIC'Ns' Natural,light equal to 10 percent of the floor araa,-ssrv6d'but ncit,losi than 10 � � . . � '' #3 AND #4 BARS S;4ALL, w 4RApE 46,A AccoRDAIsCF- WITH A$TM SPECIFICATION, A�6,le,. UNLESS � I . I � I � .
-
'
. . � 4 , . I ' ass' �h'an �,'aquare- Fast. � I � I � - 11 I. I I . I.. 1. . I . I � I I.., . 11.1 ,� . �� I.. . I ,� I I I ,r , . . � 1. I Nomo OTHERWISE ON THE: t:*Awii�OtS. WELDED WIRE F46RC SHALL CONFOF4-1 ToAsim SPECIFICATION I . I . . I
� r percent of',theIloor area -but not I I I -, . . I 1. ' � I 11 I � I I I I : . � .. . .
�
,
I � , Satl�irooms, water �clostst compartments, and.sit"'Ilae rooms shall be provided with.,.natural ventilation og means -of opera 6 (a exterior openings with an A-ta AND SHALL BE &x(b-W1,4xWL4 U14,0. ON THIE,PLAN$. LAP ONE FULL .1-IISSH AT,SPiCSS.,RSINIFORCING . I 11 . .
I I . � � ., - . ' , E ANNEALED lftCN, WIRE. Af*P'O�,_ r
4 � IT �R = .
'&HALL:M,-�65CURELY: IED INJOLACE UAT44 016 ItiOUBL, , P I
� I I . I I . I 11 . I 1. ,
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I - area not less tham,4/20th,of Floor area -cif such'rooms with -min. of I-S sqrt..Sectlon 12,033 U15C-15-1 . 11 I 11 I I I I I I I . STEEL , � _ I I �
11 - . � '11 I I I I . . - I . . . I .- �. � I r ,� . I ,- . . WIRE OR PRECA14T C 'R SUPPOW6 SHAL AS SPECIFIED, BY TWS,,CR$I MANUAL � I I 1. ��
I . I 1, I . I : . . . 11 , . I I , 4NCRETS BLOCK i5A I L BE . I .
. .
1 '14., SMOKE DETECTORS" Ovisirg dwelling.unit shall be provided with'amoke detectors conforming to manufacturers Instructions, Ovarg sleeping room - OF STANI�4jej�,�,F�RActtCt,MeP.2��W., LAP ALL SPLICES k"SAR,PIAMETER6 MINIMUM UNLE8S'OTHEfZiUISE � 1�
. I I ' � .
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I ,,)a provided with ' -smoka,c � I I . h 6 4 ,, ' badkUp (rj;W ' Smoke detector Is required I In SAOWISL PlIZOVIDE,ELSOW, ISARO (32PIA) TO, LAP HORIZONTAL STEEL AT C�O*ERS AND INTERSECTIONS . . I I I I I
.
I Shall L a, ,(etector wired Into the 1:;lulldihe wiring wIt a otterg , constrUction). , I i
. . .- , ''' , , I . � I IN FOOTINGS WALL$ AND 59AMS,'PR6VI09 2-45ALL 610kS AN01-*5x4'-0'l DIAGONALLY AT C.OfbiEft � I � .
I .a 11 IN ANY Dip � I
� basemoints, connected with a,nd4larm a0dible in the upstairs aleal:�lng areas. Smoke'datectors are also, �requlrecl'ln c ntra ocations of remaining . . I I ALL 6��tmdls I, -Iry npiq morm- .kCTIORr EXTEND 2.'-0'l PAST oPENING OR 1400< DOWEL . I I I I . �
� . 'Section 310.12I.L3,310.,W.4 USC-Sl - I- I . I . I I . I . I 1 I - I'� �. I I - .. . OF I . ;
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I I . . I I I . '. � � . I I '. . I I I I H � �
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, . I I I I . � I , , , -6" LONG PLAIN 00(LELS DRILLED & �
buildimo. '. . - . . . NEW WALLS, TO,AEXISTIW.� WALLS AT It,", INTERVALS WIT4 5/8'xl' I
I , I I I I P .
4 INTO 9XISTIW�sC(;iNCR9TE. ,�- I I � I � i I I I . . I I . I : I
. I 15; WEZTING.- �Heat lances.for residences shall be des Igned, and installed to maintain a,temperature of 10 clegrates at a pollnt.3 feet above I 1. . 1. . I 11 � � , I 11 ! I 11 .1 .� I I I I � � . I � . I
� In � I I I I - . I I � I . � I I I . I I I I . � , I . I �
, . I - . I - . I . �, . 11 I I � I ,� . �� ., I � I . I I
the floor1n,411 haI:�Ita%1168Pr`o&ms Section 502 OBC-151 " .1 . 1. � I I I I . . � 1. . I � . . . I I I I � I I . . � . 4 1 . � I
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. � I I it m, lear 1. working space not lase, than�31' alone I CONCRETE, COVERIFOR REINFORCIWu STEEL CLEAR �IMENSION (UN.O. ON PLANS) � I 1. : � I
, I
Furmade installod'in a Closet or alcove lose than 12 in. tota I clearance, at sides or furnace, with a min, c. � I I r. I 1, : - I �� - I . I I I
I 1 * I I I . � . I " 11-.� I � I ,� � I I I 1. �� , ., "I I I I .� r I I USE , �. I I I I I I I � PROTECTION � .1 . . I I I I .
I 1 aides, back and top. Section aO4.2 UMC � � k I 11 -1 . I 1. I I � I . I � � I I I I I I I I � I . ' I I � I I � 1 4 1 1 � I � I . I �
. I I I � � I , I I I ,
. Equip . ment, locatot I zi� I in a I g I Araols I which oenera I tas a plow, . spark or flame capable of igniting I Flammable vapors shall be installed With the pilots and � � �, I SLAB AND WAI-L BAFZS: 11 - I I I I I � W4", , 1. . I � � I i . . I
, I I " I I I I I INTERIOR FACIE$ ,, . . . I I I I . . I � �
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I I I - . . �d swita,4a at least tell above the floor lev'sill.'Furnade Installed in garage, aPpI9.GW5 I and fir � opl4de abcl%.�,e, an4l behind � . ' � 3/4" 1 � I I I I � I I
lourmers or heating element a - I � . I . I . � I �. . I � . I . � E*100SED TO UJEAT141ER OP, EARTH . , 21, (%,ANID LAf1*9R) OR 1-1/21, (S AND SMALLER) , I . I . . . �� � .
I , I � � . I I I ... 11 � � � � . I I I 11 ." I : '. I � .
I furnace Prior to Installation -Section 303.13.1 UMC -- � I . 11 I 11 ...''. � � . 1. - 1 I . .. I . 11.� I , I 1. I .1 I I '. I 1. . . I I . � I I I I I . I � � . I . � . I I .1
I . I I . I I . I I I I
. 11 � . I I � I
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. * N made shall'be Installed in a room used or designed to be,'weed as a� bedroom, bathroom, closet, or in an,g anclosed space with I 11 I . � . I
, L . FOOTI�*,15A]ttb, �, �' I Is" FROM BOTTOM I I I �-
o warm, a Ir fur I I . � .
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acces6'cml�,through such room or spa a ces,, a � electric heating furna6so.,Section 304-,$ UMC . I I . � I I . . �.
ceexcapt direct vent furnaces, enclosed Furn nd I . I . I SLAB 014. GRIADE . ' � 1. � 1� 1,14"FIRIOM TOP I I I I � � . I
� I I I I
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I
. * All Fuel burning equipment shall be provided with combustion air From outdoors, and heating, equipment within bullcilmo, envelope to be therma ll� . I . . .1 I I � r I I I I I I I 1. . . I . I I I I
� I . 1 � . I � . I . - .� I . � � ,�. r I . I I I I � .r I , . 11, I I . . I I . . I I I . I I
isolated from heated area. Section 102 10a UMC � I I I .1 � I I I � . : . . FRAMIW-2: 'Framing lumber to,tnaat tha,followIng minimum stamdardli* .1 I .. � � � I I I . . . !, 1.
, I 0 1 . - � I . I I � I I I I � 11 I I . . � b[SCLAIMeRS; I I � �
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6 G66.vemt caps havIng'am Internal diameter greater thdrilV shall terminate not leis than 2' above the hielheat point where this vent passes through I . � I � 150ams as noted on dri(wing, PM; Glij Lam � PSL,� LVL1 I , , I I I I I . � � . i squats - footage is M � ce of walls. Stairs are.counted per
I I I I _ . . I . easuredAo outside fa
. -
I I
the roor,and not less than 2' above or to' awag from ang portlon'of building which extends at &meta of more than 45.diagreas. Upward From I � Shater, wall panels to compiq With USC 600ttom,2320 or, Simpson, shstdr� wa It panel per drawing I . i I .
� � � I . . I . � each floor. - � . r
�
I I I
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I ' I I I I .1 � � � I . I I I � � . . . Exterior lbr�clno �to 11" 1/160� 086 �shadthfnq ep�, eq edges, ; , . I . I
horizontal. Table 15-04 UMC . . I I . I � I . udll)"11�artlrlil,w/ad malle at to" OC *C '' t'r
I � . � � I 1211�OC field P6r, UaCtable'r23-1-a " � � I 11 . I I I I I on ractor shall be responsr6le For all required safety precautions during
, Gas-vant caps havinct Internal d1a. of 121" or lose - sha Il'termInate min. 2' above or 6' awag from ang portion of building which extends an angle or I I . ,J ... �" �:� �. .,:I , � . � I � I I .1.1 I . I �, I . , � - '' I
I I t, I . . � - i '. 11 I . I � I I . I I
, . I . I - I I I � I . . � . I I All hold,dolw�a "driol'tili d6wms� per: � drawings. dra-rat ommaridea, I:lulloler mag su6stituto aqua Is. I . �cdnstrudtlon. , � � I 11 I . � I
I more than 45 degrees upward from horizontal. Tal:ile 8-A UMC . . � � � . � I I ., I - I � I I " . , ,� �
I , I I ,vt framing, "to , P , - or better UN.O. � � . � � �. I ,: *
I ' . � Studs, plates'ancl misc., Ile) be� ,M � � I Comtrai�:tor:to review and verify all dimensions amd.cIrawIn!a content prior to
. I . 16. � WATER HEATER. if wat,orheater Is over 41-01,1 in height and has a non rigid water connection, them it is to be amc�wred and strapped,to resist � I . � 1. 1, I I , f1ca , . d'on driwin4s* 2�`at troll OC� I 1- I �. I � � , I � I ''I I . I I .
. � I I . . I Franitne t opect ttona as note �tvpioallg I I � I . constructrom ! I I . � I �
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earthquake motion, Section 412J4(b) UMC : � � � I . . Plateisivpporting,trtisaes,lr>Ml�,,��'� , 11. 1 ;. I . 4 . I � . I �
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I � 1. . I � . I I 1%�aortrUesas, ,,I,> . 111". �1- .", �i , '' I #Mtichanlca I and tilectrica I l4out antadsialen � are, to b6yerlfled And approved I
I
�, # Hot water,tank, provide pressure relief valve Pipe to extend within 2' above ground pointing dowmi no trapping. Section 1001(E) UEBC I P`tSfAk>rI04 , to, a, 0C ddk>ga,lidoMse,�dotrudttr,alenettl'eer(provld*41,1:�t,s . . . � ��- ,� '. � . �' . , 1. I I I . I -1 I I
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, . . � � I I !\ , 114 rj - I . I . I . . 1. . � � � .
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- , , - � I I . . . Rotor sheathing' to be 1116!! 040, M=T�Tne p4mtiliptilioed� perpendicular to �riftiers, mail w/0d malls 11 r b�'Elacteical/Mechanldal contractor. , I., -� . 11 � � I
� 11. MISC: � I . � I � . . �� I . I I . .1 I I . 1. � 11 I � - 4 I �. . 1 � I I I I � . ' I 11 11 - . I I I I
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- I I I a t 6", OC, isideoi, 12 # � bt�, it � Intarmadla ia� sup t .1.11 I . � I I . I I I � I ,. . ,, 1, . I I 1. ,Truss 4" I Ilars tct� verifti, layout and design and provide engimeerIng I
, , por 4.1. 11 I ncr .�,joist SUP
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": . I . Ia , 'd 16A 1 led , � - I . e � , : � I I I I , , , � : . " 4:.' 1 - I I I I
, Duct Insulation; Exhaust R4,heatine ducts R-8 located in unconditioned spaces. . I . 4 I d . . I I 11 I . : I , . 1, - . I -
. � I e-ubfl "to IA I' " . I I . . I I I I 11 I
I - I . cor 3/4il T-arid 6 p,,�wclo ,:S 0"Am : I I .. I I I I � I I 0 -to , -1 - �-, 'j, I I I 11.1 I
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'in istrva is., proy o'd Ia Joists, a p rallat a . . � , I ,: I � I I �,'� - , 1. I ,�, I � I .1
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- 6idim!a sha I I � a min. thickrIess, of 3/6" unless pl6cod over an approved t�pa sheathing. ' I I I it�'64arin�6, ilia � Al. id ,6ub, tin or A ad Z -
I .. I - � I I .. � I . Block J0116t6,4 ." t to ttItTotris a6 raquir I I � 'Ptiatemers".reeporia IO111t9 Is' litnited t
I � I I � I � I - I ;� �, I 1 ,4 �. ,�, , 1. � � � 1, I I I - � I I I � I I . � � , I o:, drafting, designine,: revision 'OF errors or
# Address to be clearIg indicated on residence, and readable from street I � lov, I -joist manufacturer. , , , I :, I � . , ., I : , . ) � 11 11 , I I I I '' I I . � . 11 - ,
� I . � . I I . 11 -� I �' , ", , ,. 1, : 1� 1 I � � :', 1, , I 1, " 1 I 11 I I . I -, I � I . I I � I I I 1. I . � , , - , , '. sal .. -, .:,
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: � . I I I I �. . - . � I I I . . I I � forovIda,firebti6c,king at'lo, max' lmtivvils�,��ortica , vand he,irizontal ", spaces.,, in , con . coa , led space I a � I I 11 I I I I I I I 11 I, 4)iillt"slorns,�:"Oitten�:cilmensi6�$�- �a\�o 'Prod once over -scaled dimensions. I . �
I . I � I . I I . .1 '. I , , ' ,:_ _ 61_ 1 ,,, 1, , ', -a, . , ,, : , � � - � I ' � I
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� � � � - I . 1. � .1 1:�Siweam,stalrl stringers 't I . Ici I t . ;-0fAlio,rum*c1 "'betwe"studo AtMg rand In line, � - I I �,� I . I � . - , , I �40 � asign C, L�!$ae
I I I . � I I . .1 I I Ici, , , '' .. I 1. s 6sloner,ls.to�, o.',clortsulter, i concern no a' ndlor- c�mlaslons
. I � I 1 4 op . I " I . . I 1. I 1, 41 - �. � � : � 1. - ., ,.. I " , . " . i" , . , . � ,
I I I I I I - - . I � 1. I -ir � lot"M , " I I , I . . I � 11
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I . I .. I . I - - . , , .
I OF 10 -
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DATUM
4
DIA FIR
24", FIR
14" HEMLOCK
EX15TING SITE FLAN
SCALE: I" a 20'-V
IL
PERMIT -COUNTER
c -I I
�tk
650
� I.
.8 2001
b# 0NIONDS
AANLoA H= A I H=K
PERINIAL LOW GROWING FLOWERS
GfRA55'i' AREA SIUCP AS ASTERS, MUMS AND DAI5IE6
. e n r-m- E
STrq;;.;. T ELEVATION
PROJECT.
TO
ADDITION TO AR EXISTING COMMERCIAL OFFICE. BUILDIW I
-ICE SIZE, ADD STORAGE, KITCHEN, CONFERENCE
INCREASE OFF
-APPEAL SY UPGRADING
AREA, SHOW ROOMAND ENHANCE STREET
EXTERIOR FINISHES, ROOF AND ENTRY
PROJECT SUMMARY,
MAIN FLOOR IS58 SOPT.
UPPER STORY 468 SOFT.
EXISTING MAIN FLOOR 1116 SOPT.
TOTAL,NEW AND EXISTING (HEATED) 3602 SOFT.
TOTAL IMPERVIOUS AREA
LOT: 16,111 SOFT.
LOTCOVERAGE.
HEAT SOURM. NEW FIA GAS FURNACE
5EWER SY5TllMs EDMONDS
WATER DISTRICTs EDMONDS
CaLAZIN6—i: 16% (AL0
PARCEL NUMMER- 2521 033 01S 00 01.
51TE AC)DRESS, 655 EDMONDS WAY
EDMONDS, WA. SW20
OWNER: HOWARD CHERMAK /CHERMAK CONSTRUCTION
LEGAL DESCRIPTIONi RT-Ee-)IBEG NE -COR NE 114 SW 114
SW 1/4 TH N W-32 0-1W 516.150 FT TO
NELY MAF%3 CO'RD TH S3S*05 001E AL..
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