19018 92ND AVE W.PDFiiiiiiiiiiii
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19018 92ND AVE W
NOTICE:
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The inform ation'shown on the attached
map(s) was compiled for use by the City Of
Edmonds/ its Employees and Consultants.
Th,,.e City of *Edm.onds does. not . warrant the
accuracy of anything set for.th on t. * hese
m a p (�_). A n . y person or entity *requesting a
copy should conduct an -independent
orm-ation shown, or
Inquiry regarding the inf
ffi� MaP(S), including, but not limited to, -1
er stub shown. Suc
the lociation of any sew
sewer stubs may or may- not exist and may
or may not exist at the location shown.
Neither the city of Edmonds nor its
empto-yee-s o-r office-rs -s-h-a-1-1 be 1.1a.b-'Fe for the
information given on thi5 map(5), nor for
A
ntation provided baseu
any one represe
upon said map(s).
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CA FILE NO. qe
Critical Areas Checklist
--------------------------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
I Site Address/Location: we'�'
2. Property Tax Account Number: 14 i?;. 4 61
Approximate Site Size (acres or square feet): 120
4. Is this site currently developed? X yes; —no.
I I P ` 4 �-'t
If yes; how is site developed? I
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 3 )0% ( 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 ve e of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site conta ins areas of year-round standing water: Q�� _; Approx. Depth:
7. Site contains areas of seasonal standing water: �Z _; Approx. Depth:
What seasonk"s) of the year ?
8. S*ite is in'the floodway floodplain JJO of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? JQ-Ilp Flows are seasonal? — (What time of year?
10. Site is primarily: forested ; meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc) - 14t "A) P1
11. Obvious wetland is present on site: PV
--------------------------------- ----------------- For.Cit�y Staff Use Only--� --------- 7 ---- — --------------------
:1. Site is ZonedZ
SCS mapped.soil
.,:, A
ry p e (s) 4C111 -�66g�icc"'-7'0k<
Vetland. inventory br'C.A. n�ap indicates wetland present on site? A/6
- Critical Areas inventory or C.A. m:a*p* indi6ates Critical Area on site An
5.* ite �vithin designated earth, subsidence landslide hazard area?
/t/0
�6.. Site:designated on the Envirojarn'entally Sensitive Area$� Map.?
DETERMINATION
$TUDY REQUU�ED. CONDITIONAL W . A . I . V . tR
WAIVER
Review'ed by:_
Planner
—7Z1'L-Zq i
Dite*
fte.chk.doc; Rev 10103/917
City of Edmonds
JUL 13 1998
COMMUNITY RZFNIG6
CRITICAL AREAS CHECKLIST
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 a development
permit 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).
An applicant, or his/her 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 siened
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 assist staff in completing their preliminary
assessment of the site
I have compietea the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Name
I q01 J� q19, Ild
Street Address
(� � -M 0 �, ,I :/;i I -W ema� � b 0�zo
City State zip
Signature
-7 15,5�,
Date
c:recept1on\jana\cac1.doc
Applicant Representative:
P1 Ic A)A
Name
Street Address
Foeve�,', ,�)A. � 105
City State Zip
') I
k 1 51 G
.
Date
(over)
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PLANNING DATA
NAME:. R, 4e ulcoc
SITE ADDRESS:— / 10 "'DATE: 0
ZONING: A�� /,Z- PLAN CHK#: qg,- 25,�4
CORNER LOT (Yes/No) FLAG LOT. /Vo (Yes/No)
SETBACKS: 6%V6
Required Setbacks:
Front: 7:� Left Side: Right Side: /o Rear:
Actual Setbacks:
Front: -15 Left Side:
-L3L*,*4'Ajght Side: 102- Rear:��
Street map checked for additional sei6bUrequired? (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINAITION ISSUED (Y/N)
LOT COVERAGE:
z
Maximum Allowed: Actual:
B UILDING HEIGHT- 1z
Maximum Allowed: Actual Height:__
Datum Point: 121aa. � Datum Elevation:. too
A.D.U.CREATED?: /va-r lt4�aj
SUBDIVISION:
CRITICAL AREAS #: q�'- / � d - IJA I k-e7j-
SEPA DETERMINATION: 5� Y
LOTAREA.
OTHER:
Plan Review By: :]�ar
cArilcs\permitk�plandaLdoc
0
NOTICE:
-ra n 0. -a-
tY"-
N:O---W-'a r
The -inform ation'shown on the attached
map(s) w3s cOmpiled for use by the City Of
Edmonds/ its Empl-oyees and Consultants.
Th,..e City ofEcIm.onds does. not. wa rra nt the
n these
accuracy of anything set for * th o . *
m a p A n . y person or entity'requesting a
copy should conduct an independent
inquiry regarding the infdrrn'ation shown, or
ffi-�� -rnap(s), Including, but not limited to,
er stub shown. Suc
the lociation of any sew
sewer stubs may or may- not exist and may
or may not exist at the location shown.
Neither the city of Edmonds nor its
emp*l,o*yee*s o*r office-rs -sh-al-1 be 11a-b-'Fe for the
information given on this map(5), nor for
any one representation provided based
upon'said map(s).
for
The . City 0 , f EdMmondsEETHLE SIDE SEWER PERMIT EASEM�Y.T-No., I ..........................................
NEW CONSTRUCTION jRL REPAIRS C]
A
OWNER ...................... ............................ CONTRACTOR ....... Zf:� ..................................................................... PERMIT No.
.................
A11DRESS ....... ............................................... LEGAL DESCRIPTION: LOT No . .............................................. BLO:(jK No . .............................
........ ... ...........
NAMEOF ADDITION ..........................................................................................................................................
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----------------------- -
. ............. .
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Approved:
DATE ------ A
CITY OF EDMONDS
Call PRospect 6-IL107 when work
CIVIC CENTER — WATER -SEWER DEPARTMENT. is ready for Inspection. (No Inspec,
SIDESEWER PERMIT tions Saturday, Sunday or . holidays.) N? 2635
ADDRESS .................................... H.UH.H.H ................ 19.0.18 .... ... 9_2nd..Avexa.m..Vp.;�:� ........................................................
OWNER........... A ...... E ...... W.i.1c.o.m ................................................... CONTRACTOR .......... Oxner .........................................................
Perini I ssion is granted ......... De.c.em.b.er .... 1.5..
.... .. .... .. .... .. . ...... 19 ... �7, for ........................ days to REPAIR or CONNECT a side sewer
with City Sewers In accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain EL 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.
NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top, of side sewer must have at least 30 Inches coverage at property line and 12 inches inside property line; minimum grade of 2%.
No bends In grade sharper than % will be permitted.
NOTE No. 4—Trenches In street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to Improper work which may develop within one year of completion.
NOTE No. 5—It 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 appur-
tenances except to insert the pipe into the Nvye.
CA FILE No. jq0
Critical Areas Checklist
--------------------------------------------------------------
Site Information (soil s/topography/hydrology/vegetation)
1. Site Address[Location: lqole� q"�04 AwIM6' w6b4
2. Property Tax Account Number:
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? X yes; no.
If yes; how is site developed?
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 3 )0% ( 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 conta ins areas of year-round standing water: 6) Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season's) of the vear?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? �4/� Flows are seasonal? . (What time of year?
10. Site is primarily: forested ; meadow shrubs mixed
urban landscaped (lawn,shrubs etc) IAL,)�l
11. Obvious wetland is present on site:
---------- 7 ---------------------------------------------- For City Staff Use�Only�� ---- ---------------------------
'site is Zoned?
Is p ?A eLLe" 1!!4:�
$CS.mappe.d..sQi. y. e(�)
.3.* We"dand inventory or C.A. map indicates wetland present on site? Alb
4:. Critical Areas inventory or C.A. map indicates Critical Area on site?
:5.: Site.*w.ithin. designated, earth. subsidence lan0sjidehazarcl;are4? ... At",
Site -designated -on the: En viromentallySensitive Area ap? ..
6E T** E' R*M'' I N*A' TION
fta—chkAoc; Rev W03/9,7
I �'%
RECEIVED
7r7
City of Edmonds JUL 13 1998
CRITICAL AREAS CHECKLIST COMMUNITY 5ERVICL-
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 a development
permit 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 (CriticalAreas inventories,
maps, or soil surveys).
An applicant, or his/her 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 deten-nination 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 assist staff in completing their preliminary
assessment of the site
i ' hay.
- compietea me attached ("ritical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
Name
Street Address
I WA �bi�9W,
City State Zip
ro
e one
Signature
Date
c:recepfion\jana\cac1. doe
Applicant Representative:
A 1A
Name
4
/U/ 69 '*+ -.� I 4--eyeo
Street Address
W e� I
city State Zip
:3 1
Sigrtitdre
Date
1�
(over)
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning/ Building e Parks and Recreation - Engineering e Wastewater Treatment Plant
July 20, 1998
Michael L. Barthol, AIA
260757 th Street S.W.
Everett, WA 98203
Subject: Determination regarding Critical Areas Checklist # 98-190
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
OTED.
IMPORTANT INFORMATION TO BE N
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STWY.
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific. determination.
You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL .4111111
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
cc: Robert Wilcox
Enc: Determination
* Architectural Design Board
C:ReceptIon\Jana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
I Any other development permit applications.
Thank you.
Sharla Graham
Acting Planning Secretary
* Incorporated August 11, 1890 *
Sister Cities International — Hekinan, Japan
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GENERAL NOTe,,
OWNER: ROBERT WUOOX (425) 774 - 4185 (B)
19018 92- AVENUE WEST (425)774-4187��
EDMONDS. WA. 98020 (425) 771 - 7M
'6*03TY C PY ARCHITE I MICHAEL L. BARTH L, ALA (425) 259*- 3161 (B)
CONTACT 2607 57' STREET W. (425) 349 - 7SU (FAXI
S
EVERETT, WA. 98203
STRUCTLELAIL TgB B K�P
I�E - (425) 489-96 (B)
ENGINEER: 04 OPID E S.E. (426) 489 - 9e22
22 (FAX)
BOTHEL L. WA. 9BD12
2) LEGAL ORSCRIPTIO EDMONDS SEA VIEW TRACTS
F-X 14E'r ELK ODOD-02
WA LOT 49 LESS W I 15 FT. ALSO LESS S 67.85 FT.
ALSO LESS N 95 FT. OF E 1 BO FT.
4346 ODO 4002
3) ZONING: RS-12 LOT SQUARE FOOTAG : 26.840 SP .61 ACRES
BUILDING PAD AREA TOTAL: HOUSE . GARAGE: 5,272 00 SF
LOT COVERAGE PERCENTAGE: 5.279.00 / 26.640.00 1 9 .82%
4) EXISTING MAIN FLOOR' 2,260.00 SIP
PROPO—n ADDITION: Z-W IF
HOUS TOTAL AREA MAIN FLOOR: 2,4157 30 SF
EXISTING LOWER FLOOR: 1,392 00 SF
J.IU70S
TOTAL AREA =WkE.R: 526 70 SF
E3 TOTAL AREA (NEW I EXISTING) 3,94400 SIF
19LIlLDINO AREA I AREA' 572.00 SP
EXISTING GREEN HO BE: I SD.O0 SF
PROPOSED CARPORTU: 152.00 SF
TOTAL AREA (NEW . EXISTING) 1.335.00 SF
TOTAL ASSUMES REMOVALE OF EXISTING GREEN HOUSE STRUCTURE NOTED
6) NATURAL GAS I FOURCED-AIR
PERCENTAGE OF GLAZING TO HEATED FLOOR AREA: (ADDITION & MODIF ED AREA)
if
UPPER FLOOR AREA BEDROOM 02 ADDITIONI MODIFIED: 249.28 SF
UPPER FLOOR AREA BATHROOM ADDITION /MODIFIED: 158.63 SF
LOWER FLOOR AREA BEDROOM 4 & 5 ADDITION / MODIFIED: 214.84 SF
R FLOOR AREA BATHROOM ADDITION / MODIFIED: 88.63S
00
TOTAL FLOWER AREA BOTH LEVELS ADDITION I MODIFIED: 711.00 SF
Upp
I ER FLOOR GLAZING AREA ADDITION/ MODIFIED: 36.00 SF
LOWER FLOOR GLAZING AREA ADDITION /MODIFIED. 440OR
i TOTAL GLAZING AREA BOTH LEVELS ADDITION I MODIFIED: 80.00 SF
PERCENTAGE OF GLAZING TO HEATED FLOOR AREA-- 80.00/ 711,00.11.25 %
6) DESIGN LOAD : LIVE AD ROOF: 25 PSF FLOOR: 40 PSF
LATELROAL: WIND: So MPH , EXPOSURE B
SEIS C: ZONE 3. 'W - 1.33, -r . i.o
EART`HPRESSURE: 45 PCF EQUIVALENT FLUID PRESSURE
RUILbINA Copp, UBC 1997
7) SOIL CLASSIFICATION' UBC TABLE i8-1-A ASSUMED 2,000 PSF
ENOTH: CONCRETE V. - ZODO PSI AT (28) DAYS
REINFORCEMENT STEEL GRADES DEFOR ED BILLET STEEL ASTM A-615,
GRADE6D, f�I!24,000 PSI, WWF ASTM A195
8) STRU9M$M A
SIND TIMBER:
/vOT— TANDARD GRADING RULES FOR GRADING LUMBER
Ww 6TIML- STUDS AND COLUMNS:
0. F. - L STANDARD
WALL PLATES 8 SCREEDS: D. F. - L UTiuTY
JOISTS & RAFTERS: D. F. - L 112, r b - 1,460 PSI (REP)
H DER& FLUSH BEAMS: D. F. - L 92, F b - 1.250 psi
777 4 EXA BEAMS: D.F.-L 02, F b - 1.250 psd
6 X BEA 0. F. - L #2. 0 b - 1,300 psI
ALL SOLMSTIBER COLUMNS: HEM -FIR 01 OR BETTER
DOUGLAS ILR-LARCH COMBINATION N 24F - V4.
P Up
M.A PT11 FAM k2 US F RA I D WITH
RCLAL AN APPROVED WATERPROOF GLUE.
AITC CERTIFICATED COMME STANDARDS - SHALL BE ARCHITECTURAL
(PREMIUM) GRADE
WOOD TRUSS MUST BE STAMPED BY THE MFGR. I APPROVED BY WASHINGTON
LLS.
WOOD TRUSS MANUFACTURE COUNCIL APPROVED HANGERS MUST BE USED AT
ALL CONNEc noNs OF RAFTERS. JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS.
SHALL BE APA C - D INTERIOR GRADE WITH EXI RIOR GLUE & A
MINIMUM PANEL ID INDEX OF 42 120 FOR FLOORS. 32 / 16 FOR ROOF. & 16 10 Pon
9) FRAMING NOTES SU PROVIDE CONTINOUS 2X SOLID BLOCKING FOR TRUSSES &
RAFTERS AT THE PPORTS & IX3 OR APPROVED METAL CROSS BRIDGING AT 8'.0'
MAXIMUM SPACING ALL VERTICALLY LAMINATED BEAMS & HEADERS SHALL BE
SPIKED TOGETHERWITH 18d NAILS 0 (12) INCHES OIC UNLESS NOTED OTHERWISE.
PROVIDE CUT WASHERS FOR ALL BOLTHEADS & NUTS BEARING ON ROOF.
FLOOR FRAMING PROVIDE PX SOLID BLOCKING FOR ALL JOISTS AT THE
SUPPORTS. TOENAIL BLOCKING TO THE BOTTOM PLATE WITH TWO (2) 12d EACH SIDE
TYPICAL PROVIDE IX3 OR APPROVED METAL CROSS BRIDGING AT 8--cr MAXIMUM
SPACING. PROVIDE DOUBLE JOISTS UNDER ALL -NON-BEARING PARTITIONS
EXTENDING 5D% OR MORE OF: THE JOIST SPAN. ALL BEAMS NOT CALLED OUT ON THE
PLAN SHALL BE TWO Q) 2X12 SPIKED TOGETHER WITH 16d NAILS 0 12- O/C
STAGGERED. ALL EXTERIOR WALL FRAMING WALLS ARE 2XS AT I(r OIC
PLAN'
APP 8
j=ALL FFIAMING &
MI I S ARE TYPICALLY 2X4 0 S* OIC. ALL DOORS WINDOW HEADERS
NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X10 WITH (1) ONE CRIPPLE & (1) ONE
HEADER STUD EACH END FOR OPENINGS 4'-Cr WIDE OR LESS. 9 TWO (2) CRIPPLES &
(1) ONE HEADER STUD EACH END FOR OPENINGS MORE THAN 4�-W WIDE. ALL
COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH l6d NAILS AT SIXTEE (16) INCHES 01C.
PROVIDE ONE (1) LAYER OF ASPHALT IMPREGNATED BUILDING PAPER (4011) AT ALL
CONTACT SURFACES BETWEEN WOOD & CONCRETE OR MASONRY.
ROOF DIAPHRA ; USE W COX PLYWOOD (MINIMUM). UNBLOCKED, NAILED TO
JOISTS WITH 10d NAILS 0 SIX (6) INCHES O/C AT ALLSUIPORTE. PANEL EDGES
TWELVE(12) INCHES O/C ALONG INTERMEDIATE FRAMING MEMBERS.
FLOOR DLAPHFIA�M' USE W OR U' T & G PLYWOOD UNBLOCKED. NAILED TO
JOISTS WITH I Od NAILS AT SIX (6) INCHES O/C AT ALL SUPPORTED PANEL EDGES. & 0
0 y TEN (10) INCHES OC ALONG INTERMEDIATE FRAMING MEMBERS.
Wffj"AUB._WA. ONE (1) LAYER COX PLYWOOD WITH 10d NAILS 0 FOUR (4) INCHES
01C. 0 ALL PLYWOOD EDGES & 0 TWELVE (12) INCHES IN FIELD.
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CITY OF EDMONbs
USE
ZONE PERMIT
NUMBER 980C.3i
CONSTRUCTION PERMIT APPLICATION
o, SUITE/APT
ADDRESS 7
OWNER NAME/NAME OF BUSINESS
1390ap-r W1 Voy,
LEGAL DESCRIPTION CHECKI SUBDIVISION
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET
RW Permit Required AJ& 0
CITY TELEPHONE
Zip
NUMBER
jej97,o I
EXISTING RE UIRED DEDICATION—
Street Use Permit Req*dkk,�o
13
ROPOSED
Inspection Required L)w
Sidewalk Required OL� 0
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
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YES 0 NO 0
ADDRESS
;�IjXtfl '�7tree+ 61A/
REMARKS
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Zip TELEPHONE
NUMBER
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NAME
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ENGINEERING MEMO DATED REV�W
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NUMBER
14 '0
FIRE MEMO DATED REVIEWED BY
0
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STATE LICENSE NUMBER 1,2 EXPIRATIO DA.T11_::Z
V1 L14�11�1 - 114 LOW
VARIANCE OR CU
ADB#
�RNEJI
Legal Description of Property - include all easements
SEPA REVIEW
SIGN AREA 5"
HEIGHT
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COMPLETE EXEMPT
ALLOWED I P,9P6SED
ALLOWED SED.
2X
�VT Le-66
EXP, I
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LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
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FRONT SIDE REAR
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Property Aa
Tax Account
LOT �REA
7
P6ANN!DIP EVIEW BY
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DATJE
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Parcel No.
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NEW R RESIDENTIAL 2� �LUMIIN ECH
REMARKS
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
APT. BLDG.
REMODEL SIGN
HECKED BY
TYPE OF CQJ9STRUCTION
9—N
OCCUPANT
GRADING SUI +ENGE (94056
CYDS. ( x
REPAIR —FT)
Fj 1OOD1T11E SWIM POOL
FIDEMOLISH INSERT HOT TUB/SPA
R
REQUIRED
11071r"
OCCUPANT
LOAD
GARAGE F1 RETAINING WALL/ RENEWAL
CARPORT ROCKERY
YES
-71r,=
REMARKS
0
PROGRESS INSPECTIONS PER LIBC 108
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
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cn
W
0
4 90131E-kr 16 05 W--
NUMBER
OF
+
NUMBER OF
DWELLING
CRITICAL
AREAS
INUMBER
w
0
STORIES
UNITS
-011 1
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
FINAL INSPE-r-TION itEOUIRED
VALUATION
FEE
PLAN CHECK FEE
&Meg 61dd25
BUILDING
HEAT SOURCE:
GLAZING 0/0
PLUMBING
Plan Check No. 67
MECHANICAL
GRADING/FILL
This Permit covers work to be done on privahe property ONLY.
Any construction on the public domain (curbs, sidewplks,
41
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
STORM DRAINAGE . FEE
Permit Limit: I Year - Provided Work Is Started Within 180 Days
ENG. INSP[�� -!ION FEE
�Applicant �on behalf of. his. -or her spouse-, �heir� assigns arid
44
mnify def�nd and hold
successors in interest, agree6 to inde I . its officials,
ow harmless the City of Edmonds, Washington,
2 employees, and agents from any and all claims for damages of
PLAN CHECK DEPOSIT
ature, arising directly or indirectly from the issuance
of this e mit. Issuance of this permit shall not be deeme d to
0 modify, waive or reduce any requirement of any city ordinance
0 y way the City's ability to enforce any ord nance
nor limit in an
TOTAL AMOUNT DUE
provision."
I hereby aqknowledge that I have read this application; that the.. ATTENTION APPLICATION APPROVAL
information - aiven is correct; and that I am the Ow,her, or the duly
ity and
authorized ag,ent,,of the owner. Vagree to comply With city and THIS PERMIT This application is not a permit until
state laws.regulating'constru6tion; and in doing th,e.w6rkluthoriz- AUTHORIZES signed by the Building Official or his/her
ly I n will be employed in violation of the Labor ONLY THE
ed-thereb no perso WORK NOTED Deputy; and fees are paid, and receipt is
'bode of/the State of Washington relating to Workmen's Compensa. acknowledged in space provided.
tion [W-surance aficl RCW 18.27. INSPECTION
AGENT) SIGN DEPARTMENT
SIG TURE (OWNER R DATE OFFI�CIAL', GNA DATE
I
CITY OF
DS
EDMON M4
CALL FOR FlEtr,� Y: D A;,rt
V
ATTENTION INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 OWGINAL — File YELLOW — inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
PINK — Owner GOLD — Assessor
SECTION 109 nj cy
165330
cirl'"y COPY
AM i i - 9 1 A 0M, 'Col
[A,UG -- 3 lb93
IMPERVIOUS SURFACE CALCULATION
EXISTING BUILDING PAD: 2,260.00 sf (Constructed 194b..
EXISTING PATIOIDECK:_ 647.00 s0l(Constructed 19891).
PROPOSED ADDITION IST FLOOR: 157.25 sf /
PROPOSED BAYWINDOW ADDITION: 10.25 sf,/
EXISTING GARAGE: 572.00 �f /(Constructed 19,,40)*�*
EXISTING DRIVEWAY: 3,125.00 sf (Constructed 19 401>v
EXISTING GREEN HOUSE: (to be razed) 0 50.00 sf) (Constructed 19 , )
EXISTING CAR PARK: (to be zed) (-2�2.00 sf) (Qonstructe2te,
PROPOSED CARPORT ADDITION: 252. 00 sf P 16�
PROPOSED GARAGE ADDITION: 511.00 sf -/ t V
0 �Vb
TOTAL NET AREA EXISTING & NEW: 7,132.60sf (28.77.9/6) 1)
LOT AREA: ( 148' X 180') 26,640.00 st
i
llm�
A = + 103.0'
B = + 103.5'
C,= + 103.5'
D = + 100.5'
AVERAGE GRADE = 102.63'
ACTUAL= 123.25'
MAXIMUM 127.63'
CULATION GARAGE:
A= + 101.0'
B + 98.5,
C +100.0,
D + 98.3'
AVERAGE GRADE 99.45'
ACTUAL= 1 !.601
MAXIMUN 114.45'
P,
tl -
H OrT H
GENERAL NOTES
1) OWNER: ROBERT WLICOX (425) 774 - 4185 (B)
19018 92 ND AVENUE WEST (425) 774 - 4187 (FAX)
J
EDMONDS, WA. 98020 (426) 771 - 73061H)
ARCHITEC MICHAEL L. BARTHOL, AIA (425) 259 - 3161 (B)
CONTAC 260757 TH STREET S.W. (425) 349 - 7554 (FAX)
EVERETT, WA. %203
STRUCTURAL BOB BOSEK, P.E. (425) 489 - 9622 (B)
ENGINEER: 19704 9�H DRIVE S.E. (425) 489 - 9622 (FAX)
BOTHELL, WA. 98012
2) LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS
ELK 000 D - 02
LOT 49 LESS W 116 FT. ALSO LESS S 67.85 FT.
ALSO LESS N 95 FT. OF E 180 FT.
TAX ACCOUNT PARCEL NO: -4346 000 4902
3) ZONING: RS-1 2 LOT SQUARE FOOTAGE: 26,640 SF .61 ACRES
BUILDING PAD AREA TOTAL: HOUSE + GARAGE: 5,279.00 SF
LOT COVERAGE PERCENTAGE: 5,279.00 / 26,640.00 19.82*%
4) EXISTING MAIN FLOOR: 2.,260.00 SF
PROPOSED ADDITION:
HOUSE TOTAL AREA MAIN FLOOR: 2,417.30 SF
EXISTING LOWER FLOOR: 1,392.00 SP
PROPOSED ADDITION: 134.70 SE
TOTAL AREA LOWER FLOOR: 1,526.70 SF
TOTAL AREA (NEW + EXISTING) 3P-044.00 SF
BUILDING AREAS: EXISTING 2- CAR AREA: 572.00 SF
EXISTING GREEN HOUSE: 150.00 Sr
GARAG PROPOSED CARPORT: 252.00 SP
PROPOSED 1-1/2 CARS: 611.00 Sit
TOTAL AREA (NEW + EXISTING) 1,335.00 SF
TOTAL ASSUMES REMOVALE OF EXISTING GREEN HOUSE STRUCTURE NOTED
5) TYPE OF HEA NATURAL GAS / FOURCED-AIR
PERCENTAGE OF GLAZING TO HEATED FLOOR AREA: (ADDITION & MODIFIED AREA)
UPPER FLOOR AREA BEDROOM #2 ADDITION/ MODIFIED: 249.26 SF
UPPER FLOOR AREA BATHROOM ADDITION / MODIFIED: 158.63 SF
LOWER FLOOR AREA BEDROOM 4 & 5 ADDITION / MODIFIED: 214.84 SF
LOWER FLOOR AREA BATHROOM ADDITION / MODIFIED: 88.63 SF
TOTAL FLOOR AREA BOTH LEVELS ADDITION / MODIFIED: 711.00 SF
UPPER FLOOR GLAZING AREA ADDITION/ MODIFIED: 36.00 SF
LOWER FLOOR GLAZING AREA ADDITION / MODIFIED: 44.00 SE
TOTAL GLAZING AREA BOTH LEVELS ADDITION / MODIFIED: 80.00 SF
PERCENTAGE OF GLAZING TO HEATED FLOOR AREA: 80.00 / 711.00 11.25 %
6) DESIGN LOADS: LIVE LOAD: ROOF: 25 IPSF FLOOR: 40 PSF
7 LATERAL: WIND: 80 MPH, EXPOSURE B
SEISMIC: ZONE 3, "K" = 1.33, "1" = 1.0
EARTH PRESSURE: 45 PCF EQUIVALENT FLUID PRESSURE
>
BUILDING CODE: UBC 1997
7)
SOIL CLASSIFICATIONs UBC TABLE 18-1-A
ASSUMED 2,000 PSF
2
CONCRETE STRENGTH: CONCRETE f'c= 2,000
PSI AT (28) DAYS
REINFORCEMENT STEEL GRADES: DEFORMED- I -
B LLET STEEL ASTM A-615,
GRADE 60, f s 24,000 PSI, WWF ASTM Al 85
8) STRUCTURAL. LUMBER AND -TIMBER..
CURRENT WWPA STANDARD GRADING RULES FOR GRADING LUMBER
el. �/14�7- 7-0 6�k,25� 6 -0
''i STUDS AND COLUMNS: D. F. - L STANDARD
WALL PLATES & SCREEDS: D. F. - L UTILITY
JOISTS & RAFTERS: D. F. - L #2, F b = 1,450 psi (REP)
Pr
NTUM i HEADER & FLUSH BEAMS: D. F. - L #2, F b = 1,250 psi
4 X BEAMS: D. F. - L #2, F b = 1,250 psi
Pr &'r *1�1' I
6 X BEAMS:
AM H`64.; D. F. - L #2, F b = 1,300 psi
ALL SOLID TIBER COLUMNS: HEM -FIR #1 OR BETTER
GLUED LAMINATED LUMBER: DOUGLAS FIR -LARCH COMBINATION # 24F - V4,
F b = 2,400 psi FOR BEAMS, LAID UP WITH AN APPROVED WATERPROOF GLUE.
AITC CERTIFICATED. COMMERCIAL STANDARDS SHALL BE ARCHITECTURAL
(PREMIUM) GRADE
WOOD TRUSSES: MUST BE STAMPED BY THE MFGR. APPROVED BY WASHINGTON
WOOD TRUSS MANUFACTURE COUNCIL. APPROVED HANGERS MUST BE USED AT
ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS.
ALL PLYWOOD: SHALL BE APA C - D INTERIOR GRADE WITH EXTERIOR GLUE & A
MIMIMUM PANEL ID INDEX OF 42 / 20 FOR FLOORS, 32 16 FOR ROOF, & 16 / 0 FOR
WALLS.
9) FRAMING NOTES: PROVIDE CONTINOUS 2X SOLID BLOCKING FOR TRUSSES &
RAFTERS AT THE SUPPORTS & IX3 OR APPROVED METAL CROSS BRIDGING AT 8'-0"
MAXIMUM SPACING. ALL VERTICALLY LAMINATED BEAMS & HEADERS SHALL BE
SPIKED TOGETHER WITH 16d NAILS 0 (12) INCHES O/C UNLESS NOTED OTHERWISE.
PROVIDE CUT WASHERS FOR ALL BOLTHEADS & NUTS BEARING ON ROOF.
FLOOR FRAMING: PROVIDE 2X SOLID BLOCKING FOR ALL JOISTS AT THE
SUPPORTS. TOENAIL BLOCKING TO THE BOTTOM PLATE WITH TWO (2) 12d EACH SIDE
TYPICAL. PROVIDE IX3 OR APPROVED METAL CROSS BRIDGING AT 8'-0" MAXIMUM
SPACING. PROVIDE DOUBLE JOISTS UNDER ALL NOWBEANING PARTITIONS
EXTENDING 50% OR MORE OF THE JOIST SPAN. ALL BEAMS NOT CALLED OUT ON THE
PLAN SHALL BE TWO (2) 2X12 SPIKED TOGETHER WITH 16d NAILS 0 12" O/C
STAGGERED.
BEARING WALL FRAMING: ALL EXTERIOR WALL FRAMING WALLS ARE 2X6 AT 16" O/C
-& INTERIOR WALLS ARE TYPICALLY 2X4 0 16" O/C. ALL DOORS & WINDOW HEADERS
NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X10 WITH (1) ONE CRIPPLE & (1) ONE
HEADER STUD EACH END FOR OPENINGS 4'-0" WIDE OR LESS, & TWO (2) CRIPPLES &
(1) ONE HEADER STUD EACH END FOR OPENINGS MORE THAN 4'-0" WIDE. ALL
COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
I AhAIMATM1 flni "RAKIC -rnr-,r=-r
FIC-n "IM IOU I'VAII-0 Al Z51ATEE (16) INCHES O/C.
PROVIDE ONE- (1) LAYER OF ASPHALT IMPREGNATED BUILDING PAPER (40#) AT ALL
CONTACT SURFACES BETWEEN WOOD & CONCRETE OR MASONRY.
1.1a,00 T'>45- ROOF DIAPHRAM: USE 1/2" CDX PLYWOOD (MINIMUM), UNBLOCKED, NAILED TO
JOISTS WITH 10d NAILS @ SIX (6) INCHES O/C AT ALL SUPPORTED PANEL EDGES, & 0
TWELVE (12) INCHES O/C ALONG INTERMEDIATE FRAMING MEMBERS.
FLOOR DIAPHRAGM;_ USE 5/8" OR Ile T & G PLYWOOD UNBLOCKED, NAILIED TO
JOISTS WITH I Od NAILS AT SIX (6) INCHES O/C AT. ALL SUPPORTED PANEL EDGES, & @
TEN (10) INCHES O/C ALONG INTERMEDIATE FRAMING MEMBERS.
SHEAR WALLS8 ONE (1) LAYER CDX PLYWOOD WITH 10d NAILS 0 FOUR (4) INCHES
O/C. @ ALL PLYWOOD EDGES & 0 TWELVE (12) INCHES IN FIELD.
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FRevisions
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NO-TDate i Description
Project Dlrector
Approved By
Project
Architect
Checked By
Job Captain
Drawn By
Project No.
Drawing Number
A
I I Of r.
Date
CIO
Ran
AUG
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