19510 81ST PL W.PDF7461
19510 81 ST PL W
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTI
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:- DETERMINATION: Conditional Waiver E] Study Require�XWaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):- N59-031D(Md), MI-6 (TAW),
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: 13q
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
OTHER:
LATEMP\DSrsTomis\Street Pile Checklist.doc
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CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCSTfIET FILE
A. eAddress or vicinity of Construction
C,
9 Owner:
Name
Mailing Address
IJ a vue T�. 7;.11. o. !'131�17
City, S ta te, Zip Code
Contractor:
Name
Mailing Address
City, State, - Zip Code
No.
Issue Date
0 Permit Issued To: )AI
e Type of Work to be Done:
Flain f. Na:,v
0 Work in Connection With:
171 Sub or Plat H] Single Family
f %
1:1 Comml. / Ind. 'El Apt. Condo.
0 Pavement Cut: D Yes El No
State License Number
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand that this permit must
Signature:
Owner
vailable at t�g job s4%for inspection purposes at all times.
— . , - ": " - "I , , r �
THIS PERMIT MUST BE PbSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By:
Time Authorized: Vold after —days
Special Conditions:
Ammendments:
Permit Fee:
Security Deposit:
Receipt No.:
Fund 111 Fee:
Street Cut Dimensions
X
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
FIELD INSPECTION 144RES (Fund 111:- Roe cony to Street T)e-T-)t
0 r%mm,.N n * a -
Diagram: . . I
Contractor called for inspection- Yes No
Work Disapproved Bv: Date; Bv: Date:
Work Approved By: Date:
Inspector:
Encr. Div. December 1978
wad*x on
it-
NaturAGas
COMMUNITY DEVELOPMENT DIVISION
CIVIC CENTER
505 BELL STREET
EDMONDS, WASHINGTON 98020
Gentlemen:
Washington Natural Gas Company hereby applie . s for permission to:
Permission is requested to install a 14" Plastic Gas Main in 81st Place
West from 500' to 600' South of the centerline of.Sierra Drive. To
serve the address of 19510 81 Place West. Reference"Verbal permit"
# 82-325
Per Attached Drawing: 833-051
We would like to begin 9 construction about Dec 82 and will require
approximately- � 0 days to complete the work. it we have your
approval to pkoc&-e-d, please sign and return the original of this form.
(Please enter any special conditions.)
Application Date December 30,--- 82
WASHINGTON NATURAL GAS CO.
Tony P. Tessitore
Distribution Engineer
Eastern Division
Washington Natural Gas is hereby authorized to perform the work
described above in accordance with their franchise responsibilities
and are further subject to all applicable federal, state, county and/
or municipal ordinances and specifications.
Approval Date a/30 0.2,
805-156th Avenue North East, Bellevue, Washington 98W7 Telephone (2(� ;-9101
PLANNING DATA
NAME: — r—c,— J'-L- DATE: c, La s
SITE ADDRESS: PLAN CHK#: Qi�- (ct I
PROJECT DESCRIPTION:
REDUCED SITE PLAN PROVIDED?5� / No)
MAP PAGE: P,-N7DG CORNER LOT: (Yes / No FLAG LOT: (Yes / No)
ZONING:- 1---,5 - 0 - CRITICAL AREAS DETERMINATION #:
UStudv Reauired:
/0 Waiver
0 Conditional Waiver
SEPA DETERMINATION:
UFee
U Checklist
UAPO list w/ notarized form
Ll (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
Exempt
SETBACKS:
Required Setbacks:
Street: -q lb' Left Side: -1 - ' b' Right Side: --7 - Rear: I
Actual Setbacks,4w-f 1, ( *- -! -NW I
Street-.�4 Qc ' -TReft Side: -7. 5 Right Side: I L4 Rear- (a L(
Street map checked for additional setback required? (Yes No DNA)
LJ DETACHED STRUCTURES:
U ROCKERIES:
Ll FENCES/TRELLISES:
U BAY WINDOWS / PROJECTING MODULATION:
LJ STAIRS/ DECKS:
PARKING: Required: Actual:
LOT
LOT
BUILDING HEIGHT:
Datum Poh
Maximum J
A.D.U. CREATEVr
SUBDIVISION:
I
;,---R ljgk) +LA 0 C9
/-,. focd a's
Cgi - cig �L �ct e--Datum Elevatipm. QCp a 0 -7 5a
L LA
A, Actual Heighq 117 01 0-, 108.56
(2s �') t , - I
4- -
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No)
OTHER:
Plan Review By:
t C-:)s . i Lf
NewBPP1anningDataForm.D0C
#P20
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location:
2. Property Tax Account Number:
3. Approximate Site Size (acres or square feet)- 1vo sq.-P.
It P,
4.
Is this site currently developed? X yes; — no.
I A
yes; how is site developed?
CAFileNo: C6— O's
0 -?- (0
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes. on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: f7p Approx. Depth:
7. Site contains areas of seasonal standing water: nQ ;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway M 0 floodplain no of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
— 130 Flows are seasonal? rip (What time of year?
10. Site is primarily: forested meadow shrubs mixed
amn e shrubse
11. Obvious wetland is present on site:
For City Staff Use Only
1.. Plan Check Number, if applicable?
2. site is zoned? 17—c.:6 — A
3. SCS mapped soil type(s)? 41 kN 3'. be% 4M A j
��rQ2
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area? _Ocb4 AC.( I&A-C
A CA Q
julit- --- -4= *4
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed bv- 0-,— —,%, - . a Date:
Critical Arcas Checklist/3.25.2004
0 020
r -1L
of EDA,
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
%9Z 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, or soil
surveys).
Date Received: I -,Ib 0 cl-)
City Receipt #: S4—
Critical Areas File #:
Critical Areas Checidist Fee: $135.00
Date Mailed to ADDlicant:
A property owner, or his/her authorized representative,
must fill out the checklist sign and date it, and submit it
to the City. The City will review the checklist make a
precursory site visit and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating -the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
.ittorney's fees, ar*ising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information finuished by the applicant, his/her/its agents or employees.
By my signature, I cer* that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this applic behalf of the owner as listed below.
SIGNATuRE oF APPLicANT/AGENT DATE
- 'r44 I I%' ZZ I 200s�--
Property Owner"s Authorization
By my signature, I certify that 1-have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNA:
PLEASE PRINT CLEARLY
Owner/Applicant:
Carnlwo Landel
Name J
/ is/ 0 tqlx'�- P/ u)
Street Address
Ed"WoU' wA 9802&
city . State Zip
Telephone: 4&25- 16W-.2959
Email address (optional): awk" Ian"
U %.�
DATE—://// 12-60S_ .
Applicant Representative:
';�FAW &J.
Name
Street Address
City State Zip
Telephone:
Email Address (optional):
APPLICATION
for
SIDE SEVVER PERMIT
The City of Edmonds *TREET
FILE
NEW CONSTRUCTION E] REPAIRS E]
OCD -7 00
OWNER--- Z� ..... ......... -- ............... ........
ADDRESS---- ............ RZ-1 .... ...........................................
A-r,
v
- - - — -------
I
LYM PLAW
KENTNo . ..........................................
CONTRACTOR ...... --7
....................................................................... .................... PERMIT No. 7,
LEGAL DESCRIPTION: LOT No . ...... 1-9 ............................... BLOCK No . .................. . .......................
NAME OF ADDITION ... .......
-- ---------- -------- / . . .................. ...................
-----------------------------
........ ... BN
'V -71'
i--�
.. i . ............................
F -ONDS,,, A
kPM
NTER;
C31 CE 11 call I�Itospect 6-*i1:0, 7:' when *ork
R�-SEWER Is ready'for',' lnipectIO6., (�i6l
tions Saturday, Sunas�`�r "ii Oliftys.) N -0 1578
lDt t _h"
VWt PERMIT
ADDRESS .........
.. 4,Ll,
........................................................................... ...........................................
OWNk
.. ............. ---------------
...... CONTRACTOR ........ v,
Permis':
Sion is glra�kted ---- ---
6 j ...... I t9- -;."for �to REPAIR or CONNECT a side sewer
with City Sewers iil'-ai-,cordAnce'with-7pplicat* n,,' _17 -------------------_ days,
10 On file and governing ordinances.
ATTENTION ISCALI�E-D Tl�E POLL I OWING:
NOTE No. I —The ow�e' t`h e Property May obtain a permit to construct sewer inside prope Y ne. A I ensed Side Sewer Contractor must
be empioyerds too -construct side se er in street area. rt it lc�
�v Do not cover any portion of sewer before it has been inspected.
NOTE No. 2--obtain full informatioii'Tegardin
g Ordinance 11.16.030 and Regulations governing side sewers when you get
NOTE No. 3—TOP of side sewer -must 'h��ve at least �O in permit.
No bends in grade sharpe ches coverage at Property line and 12 inches inside, Property line; minimum gr&dL- of 2%.
F.,than % Nvill, be Permitted. -
No. 4—Trench
In street must be 'water settled and surface of street restored to original condition. Contractors . shall be responsible for
failure edsue. to improper work which may develop *fthin one year Of completion.
NOTE No. 5--It is unlawful,
A 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 ap,
Purtenances except to insert -the Pipe into the wye.
, 09
LN � W�b � 01 ` �J
The Architectural Construction Drawings and General Notes delineate and
All debris shall be removed from the premises and all areas shall be -left in a "broom -
describe only locations, dimensions, types of materials and general methods of
clean" condition at all times.
assembling or fastening. They are not intended to specify particular products or
other methods of application, except where specifically noted. The Designer
The contractor shall secure such i,nspections and approvals as required by the local
assumes no responsibility for the selection, fabrication or installation of any
fire department pri-or to occupancy.
specific material, product or method. Field observation visits by the Designer
representative shall not be construed as inspection or approv a*l of construction.
There shall be no deviations whatsoever from the contract documents without the
architect's written approval thereof. The contractor agrees to defend, indemnify, and
All general notes herein, apply to all drawing sheets in their entirety as if fully
hold the architect harmless for any claims arising as a result of unapproVed changes.
reprinted on each sheet. All general notes apply to all sections of the work
herein depicted for this project. No allowance will be made for the general
The approved plans shall be kept in a plan box and shall not be used by any
contractors (or their subcontractors) failure to read these notes and apply them to
workmen. All construction sets shall reflect the same information. The contractor
all portions of the work detailed for the project herein described.
shall also maintain in good condition, one complete set of plans with all revisions,
addenda, and change orders, on the premises at all times which are to be under the
All construction shall comply with the following:
care of the job superintendent.
2003 International Building Code as well as the Edmonds Building Code with
amendments
Do not scale drawings, written dimensions govern. The contractor shall notify the
WAC Chapter 51-40 Chapter 11.
architect immediately of any and all discrepancies. All dimensions are to centerline of
2002 Seattle Energy Code Amendments to WSEC
column, face of stud, face of concrete or face of CMU unless otherwise noted.
Including all Washington State and all applicable codes, ordinances, and
standards for the city of Edmonds and for Snohomish County, Washington.
Fire extinguishers: contractor shall verify locations and requirements and location with
Fire Marshal.
The emphasis placed upon code/standard requirements does not absolve the
contractor or their agents from meeting all the applicable code/standard
All tears and joints in batt insulation to be sealed with tape.
requirements necessary for this contract.
Plumbing, HVAC, Electrical and Fire Sprinkler Systems are to be covered under
The contractor shall be responsible for the complete security of the building and
separate permits as required by the local jurisdiction. Subcontractors shall be
site, as well as the safety of the occupants and workers, while the job is in
responsible for obtaining their respective permits.
progress and until the job is completed.
All operations conducted on the premises shall not be objectionable beyond the
property boundary lines by reason of noise, steam, odor, fumes, gases, smoke,
vibration, hazard, or other causes.
FND 17P
2.2'SOUTH
1161 '
118.95
414
FENCE COR.
2.5'SOUTHAND
0.6'WEST
6'WOOD FENCE
FND I 7P
0.3'SOUTH
414
FENCE COR
0.6'SOUTHANDIII�
0.4'WEST
11�
LO
C)
211
00
F 0m,
I
.1 3/4"
in
10,755.82 sq ft
20-
0?
9'-10 7/8"
EXISTING C14
:DEE SETBACK
-SHED—
-4-
135.19 sq ft 0
108'-7
7 S89'06'15"E
I
Flans and Carolyn Landel
19510 81ST PI W
Edmonds, WA 98020
Parcel # 00572600001900
Site Plan
1 11 = 101-01,
ORTH
6'WOOD
FENCE
,�l L.-f
fWw
PROJECT INFORMATION
PROJECT TEAM
PROJECT DESCRIPTION:
A wood -framed addition to an existing wood -framed single
SITE ADDRESS
family residence with continuous footings and stem walls.
19510 81s'. Pl. W
Edmonds, WA 98026
APPI,ICABLE CODES:
International Building and Residential Code (IBC, IRC)
(2003 Edition)
OWNER
International M.eclianical code (IMC) (2003)
Hans and Carolyn Landel
Uniform Plumbing Code (UPC) (2003)
19510 81s'. P1. W
Washington State Energy Code (WSEC) (2003)
Edmonds, WA 98026
Wa State Ventilation & Indoor Air Quality Code (VIAQ)
(2003)
Edmonds Community Development Code (ECDC)
DESIGNER
David J. Vincent 425 672-8990
P.O. Box 1744
CONSTRUCTION TYPE:
TYPE V-N
Edmonds, WA 98020
ZONNING:
RS-8
Structural Design P.L.L.C. 425 576-0106
SETBACKS:
25' Front
10645 NE 44 1h St.
7'-6' Side
Kirkland, WA. 98033
15'-0" Back
Carol Buckingham Engineer
J MP Ef�V i 6 U§--S UR—FAC- E
BUILDING (1959)
1231.56.
S.F.
EXISTING GARAGE (1959)
236.66
ff_)QST1NdbRIVEWAY 1959)
4i�_.bj
EXISTING CONC. WALKS (1959)
272.7
S. F.
If_)a§'flN6'_�HED (2002)
PROPOSED ADDITION
� �, 5
648.36
PROVO�ffbCOVERED PORCH
PROPOSED UNCOVERED PORCH
JPj5,-0f5d§ff
_3�6.T9
32i_.�j'
b*TNAL -ROOF AREA
-46
—
TOTAL IMPERVIOUS AREA
466�_.l j
. F.
�df"XVE A
COVERED AREA
10755.82
S.F.
36j6 2-2
LOTCOVERAGE
33.8%
,HEIGHT CALCULATIONS
B + 107'-7"
;�_= +108'-7"
D +108'41
AVERAGE GRADE
Ad-TUAL bLbd Hi�I_GHT
MARI MUM - bLbb Affidif �:L—LoWE-D-
108!-1 1/4"
126-10 1/4"
—1 -33--!-1_-1--/4--"
Q—TS06PIE
0.-67-%
A"
DRAWING INDEX
A I
COVER
A2
EXISTING FLOOR PLAN
A3
FLOOR PLAN / SCHEDULES
A4
CEILING PLAN / ELECTRICAL PLAN
A5
ELEVATIONS
A5.5
ELEVATIONS
A6
BUILDING SECTIONS / WALL SECTION
SI
STRUCTURAL NOTES / DETAILS
j S2
FOUNDATION PLAN / DETAILS
S3
ROOF FRAMING / SHEAR
ADD GUTTERS/DOWNSPOUTS
AND SPLASHBLOOKS
U i
OWNER/CONTRAC TO -RI IS RESPONSIBLE
106,33
914-0
G
08
1066
co _J
LO <
--------
C�
2 41'- 21"
t
C\J
Cl) U)
Q) 0; <
LU
U
I
ss ssll� _ss s
�d
4:ZL
ur-
LO C:1
'It C,
0
EXISTING
08
Q)
RESIDENCE
1002
1,251,�6 5q ft
106.48' U)
1067 qrM
W
C,
ROOF OUTLINE (DI
128.88 sq ft
2,864.�B
50'
PATIO C's ' —/ — EXISTING
321.73 sq ft ACCESS IGARAGE
137.25'
143'8? sq ft
4.7' -]�� ASPHALT
iXISTING
C N Q
ASPHALT to QS
413.03 sq ft
am
FIRE HYD
�69
1064
4 06.51
CB S D
d
ASPHALT
S
APPROVEDASNOTED
BY ENGINFFRIN
g
- one v:f� — g Comer Flag —
Setback
AN—uired
Actual
Front
'ASf
__ 4S'
Sides
- C;,
's, /ILI C,�
Rear
cot
Hei-*
SITE BENCH MARK
ELEV= 106.20'
0ac:Ew
ED
MAY 16 2005
PERMIT COUNTER
0"RE
F ILE
0
00
APP[zIOIIED B PLOJIV,�
Cover
A,=O 1
Sheet No.
c -�
RECEIVED
IMAY 16 2095
PERMIT COUNTER
STREET FILE
G-r1"_-,NERAL NOTES PROJECT INFORMATION PROJECT TEAM
PROJECT DESCRIPTION: A wood -framed addition to an existing wood -framed single
SITE ADDRESS
family residence with continuous footings and stem walls.
The Architectural Construction Drawings and General Notes delineate and All debris shall be removed from the premises and all areas shall be left in a "broom- 19510 81s'. Pl. W
Edmonds, WA 98026
describe only locations, dimensions, types of materials and general methods of clean condition at all times. APPLICABLE CODES: International Building and Residential Code (IBC, IRC)
(2003 Edition)
assembling or fastening. They are not intended to specify particular products or OWNER
International Mechanical code (IMC) (2003)
The contractor shall secure such inspections and approvals as required by the local Hans and Carolyn Landel
Arl
other methods of application, except where specifically noted. The Designer
Uniform Plumbing Code (UPC) (2003)
19510 81s'. Pl. W
assumes no responsibility for the selection, fabrication or installation of any fire department prior to occupancy. Washington State Energy Code (WSEC) (2003)
Edmonds, WA 98026
Wa State Ventilation & Indoor Air Quality Code (VIAQ)
specific material, product or method. Field observation visits by the Designer '.4- g
(2003)
representative shall not be construed as inspection or approval of construction. There shall be no deviations whatsoever from the contract documerts without the
Edmonds Community Development Code (ECDC) DESIGNER
:1
0
architect's written approval thereof. The contractor agrees to defend, indemnify, and
David J. Vincent 425 672-8990 Ed)
All general notes herein, apply to all drawing sheets in their entirety as if fully hold the architect harmless for any claims arising as a result of unapproved changes. P.O. Box 1744
reprinted on each sheet. All general notes apply to all sections of the work CONSTRUCTION TYPE: TYPE V-N Edmonds, WA 98020
herein depicted for this project. No allowance will be made for the general The approved plans shall be kept in a plan box and shall not be.used by any ZONNING: RS-8
Structural Design P.L.L.C. 425 576-0106
1h St.
contractors (or their subcontractors) failure to read these notes and apply them to workmen. All construction sets shall reflect the same information. The contractor SETBACKS: 25' Front 10645 NE 44
all portions of the work detailed for the project herein described. shall also maintain in good condition, one complete set of plans with all revisions, 7'-6' Side Kirkland, WA. 98033
15'-0" Back Carol Buckingham Engineer
addenda, and change orders, on the premises at all times which are to be under the
�,IMPERVIOUS SURFACE
............................. * ........ ...................... DRAWING INDEX
All construction shall comply with the following: care of the job superintendent.
........................................... ................................
..........
1231.56�S.F.
2003 International Building Code as well as the Edmonds Building Code with ...................................................................
..... .. . .. .. .
'EXISTING GARAGE (1959) ................................ .............. 23 . 6 . . 6 . 6 .......... Al COVER
...........................................
amendments Do not scale drawings, written dimensions govern. The contractor shall notify the 413.03, S. F. A2 EXISTING FLOOR PLAN
.............. .............. ...........................
WAC Chapter 51-40 Chapter 11. architect immediately of any and all discrepancies. All dimensions are to centerline of 272.7 i S. F.
A3 FLOOR PLAN SCHEDULES
�E)QSTING SHED (2002) S. F
2002 Seattle Energy Code Amendments to WSEC column, face of stud, face of concrete or face of CMU unless otherwise noted. - ----- A4 CEILING PLAN ELECTRICAL PLAN
',PROPOSED ADDITION 648.361
................. .......... A5 ELEVATIONS
Including all Washington State and all applicable codes, ordinances, and 'PROPOSED COVERED Pb'�dW- .............. 3 - 76.99: . ....... L AXPVAZv iauS A-?-E�* A5.5 ELEVATIONS
3
Fire extinguishers: contractor shall verify locations and requirements and location with .................................................................................................... ...................... A6 BUILDING SECTIONS WALL SECTION
standards for the city of Edmonds and for Snohomish County, Washington. ��PROPOSED FINAL ROOF AREA 2864'.'4d:
....... .......... S1 STRUCTURAL NOTES DETAILS
Fire Marshal.
.................... ..................... ..........
S2 FOUNDATION PLAN DETAILS
............................
The emphasis placed upon code/standard requirements does not absolve the . ........ .............................................................. �S.F. S3 ROOF FRAMING SHEAR
10755.8�`
contractor or their agents from meeting all the applicable code/standard All tears and joints in batt insulation to be sealed with tape. =VERE5 K[4ffK REVISIONS
3636.22;! S. F.
10TCOVERAGE 33.8%1 05/30/05
. . ........
requirements necessary for this contract.
.. ................................................................................................... ........................... I ..............
Plumbing, HVAC, Electrical and Fire Sprinkler Systems are to be covered under
HEIGHT CALCULATIONS
........... I .................................................... : ...................................
................................ I ..........
The contractor shall be responsible for the complete security of the building and separate permits as required by the local jurisdiction. Subcontractors shall be
............................... .................................................................... ...........................................
'A +108'-l"
site, as well as the safety of the occupants and workers, while the job is in responsible for obtaining their respective permits. GUTTERS/DOWNSPOUTS APPROVED AS NOTED
TO C CINEERMIN
+ 1 OT-T' BY EN
ONNECT TO ExisT. SYST.
�C +108'-7"
progress and until the job is completed.
.- - - - --------
M +108�4'
......................... . .......
Date:
..........
108!-1 1/4"':
All operations conducted on the premises shall not be objectionable beyond the
............ ........................ ..........
...... 12F-10 1 4"i OWNER1 1*1S) RESPONSIBLE
property boundary lines by reason of noise, steam, odor, fumes, gases, smoke, .....................................................................................................
WAXIMUM BLDG HEIGHT ALLOWED 1 1/4". FOREROSIONO
............. ... .... ..... .......... ...................................
vibration, hazard, or other causes.
1 LOT SLOPE 0.07%:
........................................ ...................
FND I '11P Zone Comerma
2.2'SOUTH le-tbla-cks Re uire
Ac-h A]
Front
6'WOOD FENCE TO WEST
- - FLATTICE FENCE TO EAST Sides -7
1161 S89'05'43"E 162.2 Rear =4
118.95 Other
0
106.33 '7 t
414 7 F
D 1066
G G1-
108'-
- to
08 <
S7E SETBA 10"t
CL
2.5'SOUTH AND c7- C� C0
FENCE COR.
24'-2"
<
0.6'WEST - z�
00
3/8"
FTREE HO SE 74'-8
Ss Ss LU ss
cr)
LO
6'WOOD FENCE 'Olt
n
/4' EXISTING
06
RESIDENCE t
--4 1002 Lf)
1,251.�6,3cj fb !9 106.48 Cn
CY) 1067
CD
to /Z
01) i CID
8 -Ikk Z I
128.88 sq ft
L 0 ROOF OUTLINE
50,
. .... .... ..... 2,900,0� 5cl R
10,755.82 sq ft
_4
I., S. C13
CW
0
................
00 SD
.......... .
..........
..........
G
Ot C?
9'- 10 7/8"
I P. A
iXISTING
k.
C'�
cy <Z)
ASPHALT
X.1, X
.... ........ I..... V;
PATIO C.S EXISTING 413.03 sq ft co R 50'
co EXISTING - 1 11 U
2�56.66 ,q R C?
L DE SETBACK 321.73 sq ft 00 ACCESS. &) Zone
Z-) -S-HED- co /GARAGE 1 01 Comer lag
FND 1 17P Setbacks
135.19 g�uire�d A tu CIA
sq ft
081-7 ASPHALT Fmr
0.3'SOUTH 00
11 143.82 sq ft 107'- 7 103 Sides
118.. e G 0 Rear
414 S89 c06'15"E -0 106 za
137.25' 106.8 + Other
FENCE COR. 6'WOOD
FENCE
0.6'SOUTHANDII
0.4'WEST
4.7 ASPHALT
+
Hans and Carolyn Landel
19510 81 ST PI W
Edmonds, WA 98020
Parcel # 00572600001900
Ile REVI ION ...... . . .. . ...........................................
% a
Jul SITE BENCH MARK
FIRE HYDRA G DEPAI E�4T ELEV= 106.20' BQiLDIN DEPARTMENT Cover
R Jou i re
-------------------- -
106.33
10 SE
". LI-1
IV
CFTY F EDMONDS
Site Plan 1065 D" or- ED ONDS I APPROVED BY PLA NING
10.4, 106.89
A-01
NORTH 106.51 0-S Sheet No.
Pdnt Date: 6/a/2005
q5 7f
IDSP