22511 95TH PL W.PDF111111111111
9355
22511 95TH PL W
ADDRESS:
TAX ACCOLTNT/PARCEL NUMBER: 00 �Aq3 000 013 00
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: oll DETERMINATION: []Conditional Waiver E] Study Required �Kwaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: C
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:mo-()5-w-h�
Egg
LID #:
LOT: BLOCK:
LATEMP\DSrs\Fomis\Street File Checklist.doc
/11 rL C)i _(
CA W NO. I U47 '01
Uffical Area's Checklist
------------------ ------------------------------------------
Site Information (soils/topography/�ydrplogy/Vegetati.on),.,
I Site Address/Location:
;?P-,5 // � .9-5 71 P& L-J:
2. Property Tax Account Numbem 1005& 111:1150060 ?��30eo
3. Approximate Site Size (acres or square.feet): +1"
4. is this site currently developed? �L/ yes; no. -
If yes; how is site developed?
5. -Describe the general site topography. Check allthat 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 o f
10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal standing water: ZLO Approx. Depth'
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site containV creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? (What time of year?
10. Site is primarily: forested in mixed
urban landscaped (lawn,shrubs etc) 7ad w shrubs
11. Obvious wetland is present on site:
..I. Site -is Zoned?
.2. .�SCS mapped -soil 4.Y'PP(9)T2S%.b L_g4.Zo",
caftselax � Q *%
:3. Wetlarid inventory -or. C.A..: map indicates W04and: prcsent.:oh:iit0, RQ:
-or. in Jadicateiv Area on site � NN
4 CritkalAt�as*iiiveOtdry. CA-.:; '61 ?
ap
5. Site withiri-desig�aied:::tafth:sub�id.d.��e.'I�mdslidd hazard.; area?::�� r46
6. Site -disignaied on the: -En ir 1 ehi�lfive.Ai�asma:?V.
V1 onmetital 9
Y p
0ETERMINATION
STUDY MUIRED.:' CONDITIONAL WAIVER:
V VER
U
Ad,
Reviewedby. 0
Kanner Date
^=_chk.dm; Rev 10/03/97
City of Wmond,s
Development Services Dep artment
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221,.,
4C.
DATED RECEWD: —136-01
PITY RECEIP.n: /t!�; c
Critical. Areas File #:_ _-:9no /— oo
,Critical- Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT: —0/
CRITICAL AREAS, CHECKLISY
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/or. representative, must fill out the
checklist, sign and dat'e'. 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.
I have completed the attached CRITICAL ARFUS CHECELIST and attest that the answers provided are
factual to the best of my knowledge (fill out the ap.propriate.column below).
PLEASE PRINT CLEARLY
Owner/Applicant:
vonne_ CaUlyl AO
Name
Street Address�,
f
1_�CL WA qqoa6,-45-;_3
City State Zip
Telephone: _2-f- -7 7 1/ S
Sig#tu re
Date: 3 0 —C)
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gAuehemManaffionnsCACL Formdoc
Applicant Representative:
r J./,�
Street Addres�`
j�Fqt)V15;�i 42A± 9&Z9 2-
City State Zip
Teleph909.
S
u'ri
Date:. L�/�0/0
CA FILE NO.
L*ical Areas Checklist 0
---------------- ------------------------------------ 1! - - - - - - - - -
Site Information (soil s/topography/hydrology/vegetation)
1. Site Address/Location: & L-i E-91-WP A,
2. Property Tax Account Number: OD5�- //fO060 7 �36eo
3. Approximate Site Size (acres or square..feet):
4. Is . this site currently developed? /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 I 0-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: AID Approx. Depth:.
7. Site contains areas of seasonal standing water: LO Approx. Depth:
What season(s) of the year?
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? 10 Flows are seasonal? (What time of year?
10. Site is primarily: forested M d shrubs mixed
urban landscaped (lawn,shrubs etc) z7w
11. Obvious wetland is present on site: //0
for -City -Sta.ff..,t-Jie-Only.p.;--tgL-VL-
1. Site is Zoned?
1. �SCS mapped.soil--ty*p-0(�)7-1--
, - )_%,U.� .,
1. Wetlind inventory:0r. djcat s.'w tlan : pres6von-site?..- . R 0 .
..p:.in e..,_ e. d
4. Ct-itical.Areasinveiit6r—y.-or.C..A,::m4p...I�di.6aies.-Ceit.i.�al,Are.a-oii site J4CS>
07
5. site w'i'thin-.designaied�':e.inh::tub*si*d'o''h'o'q*.'I�*ndsilde* bazardiiii?�:,�- 4
6 SiteAesignated -on -the Envirbin"n"Ienta.y 6nMtive Ar�as Mao?\ -
DEMMINAVON. -
STU. Dy.)�� M- CONDITIONAL WAIVER
VER"'' .........
RevieweO.by,,7E�j A,. 4:7ha..A.R..41 4-0
A: .... . .
-q_cM.dw,- P" IWOU"
-C. JIS-1-
City of FALmonds
Development Mices Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
DATED RECEI
CITY RECEIP
Critical Areas File #: — ---:7oa /— go
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT: "ge —C)/
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/or 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.
I have completed 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).
PLEASE PRINT CLEARLY
Owner/Applicant:
--N
V0 n " P- cjZUY) AO M
Name
;;z a5-11 - C) P/
Street Address�
A
city State Zip
Telephone: 4-2-5--77 L
P, 04471L�
SigdAture
Date: 1/-30-0/
c:mydocumentdspeUman1fbmu1CACL Famdoc
g:zhwcAempJj=dfbrmsCACL Fornxdoc
Applicant Representative:
'bC--V'e1'e-r
Name
Street Address-
j��9tW12P,Off. 9 OqZ9 2-
City State Zip
4(2-
Teleph r"3
SiLg"'J'a'Fulr
Date: ��1�0104
PLANNING DATA
NAME: PCz7Qe_)
S I T E A D D R E S S:.,,a -,,� � ril . 'Q . D AT E: W 61(6 1
ZONING: PLAN CHK#: -n(- 1c,,p,
PROJECT DESCRIPTION: AQQr'r) M 2EV- txr-rfkC,"qQ 7PD
ovsa-poram- tri
CORNER LOT Yesffijj) FLAG LOT ffesAq�)
SETBACKS:
Required Setbacks:
,3,Ta-z4_T,.Frent: Left Side: -1 '/N Right Side: -----.,.-Rear:
Actual Setbacks:
Front: (o& Left Slde:.�34( Right Side: aO I -Rear: (.o-7
Street map checked for additional setback required? —(Yes/&)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (YIN)
LOT COVERAGE:
Maximum Allowed: 'DrOolb --Actual: 159"6'
i G �,t P, k-4CCxzF, GIL4 Cj'A0_P0e_,- I a 514
;C0 ( t
N
BUILDING HEIGHT: LV - 6d_x,-A-T1 C>
Maximum Allowed: 01A, ----Actual Height: 1175
W cceN 4-e clr-
Datum Point: Datum Elevation: n -+t on
A.D.U. CREATED?: r-�
SUBDIVISION: Lc)-r Q1 t4 quce_,q�� \I 0 L ( 3 C�,,- P FZ�5,
CRITICAL AREAS #: 01A - o i - ( a i yq-g-,
SEPA DETERMINATION:
LOT AREA: (4, Lf,� tv
OTHER:
Plan Review By:
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C,2.,�5.�2m 08AZO FAN. .125432""
40
jrw� 1044r15 WA
- - - --------------
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60)y�
id
o I V t, IAJ a P"
44"l hO4(5f-
I ic �oo r
Permit No:
City of Edmonds
RIGHT-OFWAY CONSTRUCTION PERMIT Iss'ue Date-
A. Address or Vicinity of Con.,
. Type of Work (be specific):
VIniq ; Ine-
Contractor: Ra-
Mailing Address: P. 0, , i�Q( 913
f5 0 the I V W f) cl go q /_ /rS 1:3
State License #: ft i
IV owl P41- Ir BE is i
D. Building Permit # (if applicable):
E. El Commercial 0 Subdivision
Multi -Family E] Single Family
INSPECTOR:
F. PAVEMENT CUT: 0 YES El NO
CONCRETE CUT: YES NO
FConla t: Mike N aknn
Phonec A4 95 -14 9 9 - -7 7 2-<
Liability Insurance: P- Bond: $
Side Sewer Permit # (if applicable):
F] C ity Project EJ EUC (PUD, VERIZON, PSE, AT& T, OVWD)
F1 Other,
G. . SIZE OF CUT x
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
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 its departments or employees, including b�t not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL,
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEESW/LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT 97LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
+ 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) 296-15�-305 and must have certific t* I .I " #06 ifig completion of the
V V
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shal patchod/with asphalt or -City -
approved material prior to the end of the workday - NO EXCEPTIONS. L.�
+ Three sets of construction drawings of proposed wbrk are required with the *permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
FOR CITY USE ONLY
Approved by: .4be-le
Time Authorized: Void'After +/6 /05
Special Conditions: *JL4, U NR'h�W� �XMDr,)
Date: _� CD7>
Right-of-way Fee: 10
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee:. --70 +
Receipt No:
Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)'
FINAL APPROVAL OFPERMITTED WORK. DATE: 5-10 -3
Inspector's Signature
For
see
Information handout.
DAMy Documents\Forms\EngnmgkROWpermit_.doe
OV ED41
Un
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 77 1-0221
*PERM1T MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20070370
SIDE SEWER PERMIT (1-Single Family)
Permit Number: ENG20070370 Expiration Date: 1/31/2008
Job Address: 22511 95TH PL W, EDMONDS
YVONNE DUNHAM CHERMAK CONS'I'RUCTION
22511 951-1 PL W 655 EDMONDS WAY
EDMONDS, WA 98020 EDMONDS, WA 98020
42 5 -776-1367
LICENSE 4i CHERMCI I I ONU EXII: 8/3/2007
•
•
JOB DESCRIPTION
REPA I R N PROPOSE TO REUSE LATERAL LID NUM BER:
GRINDERPUMP F7N PROPOSE TO REUSE SIDE SEW ER
CONNECTING FROM HOUSE TO NEW SHOP FOR UTI LITY SINK
EASENIENT INFORMATION
N
PROIECT CROSSES OTHER PRI VATE PROPERTY
N
I VERIFICATION OF RECORDED EASEMENTS COMPLETE
INDEAfAITY TheApplicant has signvel (m application whichstates helshe hold� the, City qfE-dmonds harmlessfrom injuries,
damages or claints qfany kind or des,.t ipliun ithatsoeverfi)l CSeen Or 1111fol eScen, dita ina) be made against the Cil.v ofEdmonds or
any ofits deparlinews or employees, including but nut limited to the defense ofaliy legal proceedings including defense costs and
attorney.fees by reason ofgranting this permit.
CALL DIALA-DIG (1 -800-424-5555) BEFOREANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 110 UR NOTICE REQUIRED FOR ALL INSPECT10N REQUESTS
THIS A PPLICATION IS NOT A PERMIT UNJIL SIGNED BYTVIE CITY ENG IN EER OR H IS/HERDEPUTY: AND FEES A RE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
ted: Tuesdav, JuIv 31, 2007
RELF-4 k 1-15
FILECOPY E)�SPECFORCOPY F-] APPLICANTCOPY
STATUS: ISSUED
ENG20070370
• Refer to City of Ed monds Side Sewer I nformation han do ut for approved pipe materials, inspections and other requirements.
• A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line.
• Maintain 10'separation between the sanitary side sewer and the water service line.
* None
PA RTIA L INSPECTION
PARTIAL INSPECTION
FINAL INSPECTION APPROVED
DATE: IN IT I A L:
DATE: INITIA L:
DATE: INITIA L:
MGM-03
NOTES:
�*T rALr,-.
A -W-15'
- W-5.
TOTAL 3c32 —c*GFT/4zc3&
AVE - W
MAX a W*25z]23'
ACTUAL is 113'
; It
0 ic
------------------
S5TH PLAGE UJE5T
*NZZAANT'
0 � 100 52-39'
CIA
25' 5ET5ACK LINE'
e4nRy
EX15TING RE51DENCE
1522 50FT.
>
o
:PROF
4 b b!
X
Mr/A
-los
EX15TING CARPORT
—ro T4--S7a—Ff 7-
EXISTING
5WEE)
120 5OFT.
-----------
Ir7' 5ETBACK LINE
L ------- — — — —
— — — — —
FLOT PLAN
5CALE: I" z 20'-0"
ACCEPTABLE TIGHTLINE
MATERIAL
SDR 35
SCH 40
N -12
F810 HANCOR
GUTTERSIDOWNSPOUTS
TO CONNECT TO EXIST. SYST-
APPROVED AS NOTED
BY 7EGINEERING
,v�
Date: —k4p-�t
ZONE'�'--
SETBACKS:
FRONT
S 7�' L
IDE I`D�7
REAR (,-i
OTHER
HEIGHT t V
RECEIVED
PAF�CCEL NUMBER- W544 300M 1300 —� MAY - 8 2001
SITE ADDRESS: 22511 WTH PL. W.
EDMONDS, WA. W=0 PERMIT COUNTER
OUJNEIP— YVOWE OUNWAM
LEGAL DESCRIPTION: LOT 13 PIXECIREST VOL 13 OF PLATS FG 55
SNO CTY, WA
" �Wj
RECEIVED
8 2001
NTER
PERMIT- COU
PL W
HGT CALC�
A -W-5-
w -5,
-91
TOTAL 3W SGFT/4xW
AVE x W'
MAX w W*25023'
ACTUAL a 113'
-----------
lb5TH PLACE WEST
I
KN
C,4
- - 82-39' — —
I
25 �54MAC-KILNE-�-.�'
>
EXISTIW-3 RESIDENCE
1522 SOFT.
�ROF
�245
lu
EX15TIWz CARPORT
ro rz a
EXISTIW-z
SHED
120 SOFT.
L----------
I
cq
W�
GUTTERS/DOWNSPOUTS
TO CONNECT TO EXIST. SYST.
ABLE TIGHTLINE
MATERIAL
SDR 35
SCH 40
N -12
F810 HANCOR
ZONE
SETBACKS:
FRONT
SIDE
REAR -
OTHER
HEIGHT— 22
APPROVED AS NOTED
BY ENGINEERING
Date:
So rl R SET cl 1 L E
RECRIVED
-0-1- 2001
MAY
PARCEL NUM5EM- OM44 300003op
SITE ADDRESS- 22511 S&TH M- W.," PERMIT�-COONTER
FLOT PLAN mx-lohvs, uw v4mo
SCALE: V - 20'-0"
OWNEM- YVONNE CoUNWAM
LEGAL. DESCRIPTION. LOT 13 PINECREST VOL o OF f-LATS PG 55
SNO CTY,".Ok
tat
RECEIVED
AY
M -8 2001
PERMIT COUNTER
r,77
S T, R Eu, E - :1-T I U m-
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 STREET=FILE I
Name: h4o,
Date: 7
Site Address: ;177115,11 — q P I VV
Plan ChJ 't - ;7,M -7 - io',5-3) 77
Project Description: aW Kl"AOf >
Reduced Site Plan Provided (!DNO)
Zoning:
Map Page: 10q
Corner Lot: (YES NO)
Flag Lot: (YES NO)
Critical Areas Detdrmination #: —000,60
11 Study Required
-A�[-Waiver
SEPA D termination:
Exempt
3r—eulf
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks.
Street: t
Side:
Side:
Rear:
Actual SetbaCks
Street: q3f
Side:
I 15-. 57
Side-",�
Rear:
El Detached Structures:
11 Rockeries:
0 Fences[Trellises:
El Bay Windows/Projecting Modulation:
Stairs/Deck:
Height,
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height: 15.
Other
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES / NO)
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YE�, �NO
Comffients
Plan Review By: Y��> �6-7
rn 04-11-06A
Planning Data For
1
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996 Usm
1000(13G HIGN
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GPNPRAL NOTES.
1. FOUNDATION: plates shall be bolted to Foundation with not lose than ote'al'bolts Imbedded 7 minimum into concrete, spaced not more than 6'
OC (one stor�).
Footings and Foundations shall be constureted of m4sonr�, concrete or treated wood In conformance with division, It And shall extend � below the
frost line. Footings or concrete and maoonr� shall be of solid material. Foundations. supporti6e wood shall.oxtend a minimum of 6". above grada,
IlYthic4neso). so' ction 0064* USC-IBI
, Anchor,bolt washers must be a minimum of 2"x2" (squ4re)x � I I I I I W
# Foundation with otomwallo shall be provided with a minimum of two No.,4 Iloars at the top of the Wall and two No. 4 bare at�tha bottom of the
footing. Section IS06.1 UIBC-91,
,'Individual concreto,plor- FootIngs'shall project minimum of 61, above oxincood oround Unless colummo, or postoAre of approved treated wood,
Columne/posto on concrete or I maeonrg floors,or docks exposed 6'r or Oatarspiaoh'o� basements, and whichoupport. permanent structure
shall be supported b� concrete piers or metal podestal6'projecting a minimum or 611 Above -exposed earth, and.a minimum of Ill above ouch
floors, unless treated wood is used. Section 2306-5 UIBC-el
air space is required at top, sides, and ends of wood girders entering masonrS or, concrete walls. Section 2306.6 U5C-SI
2. CRAWL SPACE-, under Floor joists shall be at least 10", min, of 12,1"to bOttom,or glrdert,or:troatool. wood, provided,a min. of la'144" 4d= 00.
$action 2.aOig�_-3 UIBC-IBI
Ventilation under floor area' shall have min. I oq.ft. Pat' 150 sq.ft., openings shall be locat6d�as closo,to corners as PraCtla4lr and provide
cross -ve, ntl latIon, and shall Iva covered with .1/411 corrosion resistant wire, mash.. sec., 2ao,6:1 UE�C--sil
3. FRAMING: All weather exposed ourfacco.ohall h4voa weather -roe lotive b4rrier,to protect the, interior wall coverIne. Anchored, brick'venoor shall
STRUCTURAL NOTES
support no 10610 OtnCr tnOn It 0 wn weight ' and the ormcal , cload load of Vance r, arwovla.
*All lumber, pl�wood, structural particleboard, glu-14m timbers, and end -jointed Jumber, pilosand poles shall compiq to standards and grading rules, -sN VALUES USED FOR T45 PROJECT:
DESIC
and shall be oo Identified b� an Approved agqnc�.
*All wood in contact with concrete or m4sonrg, or in dire ct contact with earth shall, be pressure treated wood of 'ang Species,, founclation-grade LIVE LOAD/FLOOR
cedar or redwood, all marked or branded bu an approved agarict4.
*Foundation cri ple walls shall be framed of etude not less in size Oian studdino above with min, laneth.oF,1411, or, be Framed of solid, blocking. If DEA:D LOAD/FLOOR
klen, Mel 101
over 4' in ho, te t ouch walls shall have etude to support an additional stor��So ocking or pl�wood sheathing mag be used to br4C0 cripple,
LIVE LOAD/ROOF
walls w/otud height of'1411 or'loos, DEA:D LOAD/ROOF
,13o4rIng and exterior wall 6t Ith double -top plates installed to V
uds shall be capped w pro ide overlappin at corners and at Intersect tons with
bearing Partitions. End joints in top plate shall be offset At least 46". STAIRS
- All openings In, bearing walls shall be provided with headers having at least 2"' continuousbearing to floor or bottom plate.,
# Studs shall have full I�oarjng -on a plate, or sill not loss than 2" In thIckres's'h4vIne a width not lose than, that'Of, the Wall etude, Section 2320.11
1.1ac-S-1
I" A _o%§�%A A�A I A4,emA en P PL~%F-& e -Ceri.-le & ftv Im A #.,-I 41.%� llt^A+kmr I- #.--I 111A#~ IA'al-k Y' fJA �"A&AMM~f AAA MWAM
40psf
12pef
25psf
Iopsf
100POF
support permanent structures shall be supported bg concrete piers, or metal pedestals projecting above floors unless approved wood of natura
ALL MATEMIALS AND WORKMANSHIP SHALL CONPOM-1 TO THE REQUIFZEMENTS OF THE DRAWINGS, SPECIFICATIONS,
AND THE UNIFOTZI IBUILDING CODES.
resistance to dacaV, or troated,wood to used.
- Wood girders entering masonrq or concrete shall be provided �wlth 1/211 air space'on, sides', tops, And ends.
, 15raced Wall Lines: Elullellngs Aall bo provided with exterior and Intarlor,braced wall lines. Sections 2,316-2326.1a UI5C-S*1
CONCRETE: water cement ratio _59, doolen otrength of 2500* pot
4: ATTIC: Attics 30" or more clear headroom shall have an access opening not lose than, 2211x30" Ina roadfl� accessible location.,
Croes-ittic ventilation shall Iva provided to equal 1/150 of area of space, ventilated,- except the area mag be 1/300, priovid6d. at, 164ot,50%, of
FRAMING. Framing lumber to moot tho folloulne minimum otandardst
ventilation area to located at, least 3' above cave or cornice vents, or lf,vapor retarder not exceeding 4 11,parm rating .1s. Installed on the warm
Meams as noted on drawing, PF41, Glu Lam, FSL, LvL
oloo of the Insulation. The opdningo, to 1��p cove -red With corroolon-resl6tant, metal mesh w1mesh o Go of:. 1/ 11 diameter. Section 1505.3 U5C-IBI
$hoar wall pano
-to to compiq with UE3C ooction 2320 or Simpson shoor wall panel er drawing
rl
OF. Composition ohingloo &Rail be applied to oollcll� sheathed roof covered with tVpo l5pon"imin. 4 and 12 ch Trad.
6. RIC Felt, pit requ
Exterior 1�>racino to ba1116" 085 ohoathing (or equal) vcrtical w/ad M4116 at ro OC, edge$,'
r,Zoof trusses shall be supported l4toralig at poInto of boarinci bt4 solid bloCklnoi to prevent, rotation and lateral cllsplacomant.�$octlon 1!�01 UIBC-11B-1
1211 OC field, per UIBC table 23-1-0.
Roof/cc IlIng assemblies where the ventTlatGn Space aivove7insul4tion to less than -dvo, 121" shall have vapor retarder. Faced batt Insulation as
All hold clowns and tic clowns par, thcxo drawings are recommended, builder maV oubotituto equals,
-
retarder oh6ll,bo face stapled. Single rafter joist vaulted calling cavities shall be daqp�dmough to �allow a min. Ill vented air space Above
Studs, plates and misoc. light fratr�ime to be DF02 or bettor U.N.O.
a g ad 0 Who 01
Inoula tion. vapor retarders not required when space above insulation to 121 r to t ,r r r Insulation is Installed between roof membrane and'
Framing opoelFicationo as noted on drawings, 2x at 16" OC t�plca%
structural roof doct,4. Section t0216.3, UMC-SI
- Wood shingle and shake arplicationi fa *tan to solid or spaced sheathing, 11311 wide TVpo B0 felt ohingled between cour000.
Plates supporting trusses, OF02
Frorai:w1cated trusses to bo,dosigned b� a licatioed otructural engineer (provided bg supplier).
.6. CEILING HE1614T, Mtn. cal Ing holGht shall be T-611, Kitchens, hiillo And bathrooms mag have callinci height of I'-011 measured to lowest projection
It
Roof 0ho4thIng to be 1/16" 0515 sheathing panels placed perpendicular to rafters, nail w/aa malls
at 6" OC edges, 12" OC at in
1termadiato supports.
From calling. If an�4 room has a sloping ceiling, the required calling height for the room is c.-�MS roq0trod In.one-half of the room* no portion or,room
Subi'loor to be 3/4" T and G,plVwood, glue and nailed
-,shall, measure lose than V-0' from tho finished floor to the ceiling. Section., 10.64 U15C-131,
13lock joists at bearings and 5' intervals, provide double joists under -titt d
parallel par one as require
1. FIRESTOPS: shall be provided to cut off all concealed draft openings, and to form an affective barrier between. stories and/or attic spaces.
b9 I -Joist manufacturer.
Firalz4ocking to required at 10' max. intervals vartical1q, between furring stripe usedto appl� wall and calling finish material, to be installed at
Provide firclolock.Ing at 10' max Intervals vertical and horizontal spaces, in concealed spaces
Intervals not. to'excood, a I In 4nq direction. Section IEOa.2.1 UIBC-ZI
botwean stair stringers at th6 top and bottom of the run and botween studs alo ' ng and, in line
with the run of stairs If the walls under the stairs are unfinished, In openings around vents, pipes,
a. EXIT$: At least one d6orwaV from dwelling shall be of a size as to permit the Installation OF 4 door not loss than V-01' In width and not loss than
ducto, c4ilrnnc�s, Fireplaces and similar openingo.
6'-011 in height, with a clear exit wag,of not lose than 32". 5aocmc,-nts And avar� sloololnot room shall have at'Joast one operable window or exterior
door approved -Pot cmergenc� escape or rescue. Egress Windows shall have a min. not clear oponing,61 square reet,:wlth a.not clear open holeht
OF 2411, width of 20" with a finished Slit height or 44" above the floor. Windows bolow, grade shall have a window'Well per Section W0.4A&. UJInclow
All wood In direct contact with conrate or exposed to weather shall be treated.
"EXPOSUIZ "EXTSRIOr-T'.
wells with vertical depth or more than 1 4411 shall be equipped with aporovedpormanantly Affixed ladder or,stalre that are' accessible with the
Structural panels to be stamped Ill or
Pipe insulation, all water pipes in unhcated spaces are inoulated to at least R-3.
Window in fullU open position. Sec. UMC-cil
Who, to the third floor within an Individua I dwelling does not exceed 500sq,ft, access to onIq one exit no, act be provided from that, floor. Section
S: LANDINGS- There shall be a -Floor or landing on each side of a cloor, and shall be not more than Ill lower than the, throshold.of doorwa�, except
in private residences 4 door ma� open on the top step of a flight OF stairs or. an exterior landing. A door shall not swine out over a stop In ang
case, A door mag open at the top flight of 4 step If the door does not swine over the top stop' , A door', mag open at 4 landing not more than D"
I
lower than thoTloor lava, I IF the door does not owing over the landing. Section 1003.B.Ito UIBC-Sl
10. GLAZING: 64fatq glass to required in locations subject to human Impact, ouch as glass dooro,glazlng'lmmadlatol� adjacent to doors of area
norma 119 used 40 4 wa [king surface, shower doors, tub enclosures, and otorm,cloaro. Also in fixed or operable panels Adjacent to a door, who-, to the
nearest exposed odge or the glazing to within a 24" arc of either vorticalodge of, door In a position and where the bottom exposed
'closed
colgo, of glazing is lose than 6011,abovo walleing ourraco, Section 2406A UIBC-151
It. LIGHT AND VENTILATION. Natural light equal to 10 percent of the Floor area ocr\�,acl but.not less than 10.0quare Fact. Ventilation equal to E;,
percent of the floor area but not loss than 5 square fact.
154throoms, water closet compartments and olmil4r'roome shall k;o provided with natural ventIlation b� means of operable exterior openings with an
area not lose than 1/20th of floor Area of ouch rooms with min. or 1.5 oqft. Section, 1203�3 1.115C-si
12. SMOKE DETECTORZ6- Everg dwelling unit shall be provided with omoke, detectors conforming to I manufacturers Instructions. Pvor� Sleeping room
shall be provided with a smoke detector wired Into the building wiring with a b4tterg baclwp (now construction), Smoke detector to required In
basements, conno ated with and 4 larm audible in the upsta fro sleeping areas. Smoke detectors are, 4 too required In contra I locations of roma Ining
building, Sect UIBC-IZI
Siding shall a min. thickness of 3/611 unless Placed over an Approved t9po sheathing.
DISCLAIMERS:
*Squaro footage Is measured to outsido fare of walls. Stairs arc, counted per
each floor,
*Contractor sha 11 be responsible- for all rcquired 041`0t� precautions during
construction.
*Contractor to,review and vorlf� 811 dimensions and drawing contcrit prior to
construction.
*Mechanical and electrical laSout and doSign arc to loo verified and approved
contractor.
*Truss and I-jolst suppliers to verlf� la�out and design and provide engineering
of these products.
#Dcolencra rcsponslbllft� Is limited to drafting, designing, revision of errors or
omisslono. Written d1mcrislono have precedence Over scaled dimensions.
4Doolenar Is to be consulted concerning an� design changes and/or omissions
concerning structural design to drauings labeled "NORTH SOUND DESIGN". Doelcin
alterations, substitutions 4nellor omissions to plans bg product supplier, contractor,
or home owner.ara, to be verified. and approved b� the doolener. FAILURE To
-;NEP
NOTIFIY THE 0561C PRIOR TO CHANGES WILL WAIVE ANY LIA51LITY OF
'CUP
DESIGNER FOR FROIBLEM5 THAT MAY O�, DUE TO AN UNAUTHORIZED CHANGE,
HGT CALC:
A _4210,5,
TOTAL 3S2 SOFT/4al3a
Ave - za,
MAX a 1B9+25n1231
ACTUAL a 113'
HYPRANT
25'6122TBACK LINE
— — — — — — — — — — — — — — — — — — --
— -
ENMY
EXISTINS RESIDENCE
W-
1522 SOFT.
;4bbl
lul
N
IU
C 1.8
EXISTINC� CARPORT
V0
t----------- J
W
L
v sETIBACK LINE
FLOT LAN_
5CALE. P - 20'-01(
PROJECT: REAR ADDITION TO ADD UTILITY
ROOM WITH EXTERIOR DOOR TO CARPORT
PROJECT 6UMMARY: UTILITY ADDITION = 245 SOFT,
TOTAL WORK -- 245 5QFT.
EX15TING HEATED = 1522 5QFT.
EX15TING 5HED = 120 5Q.FT.
EXISTING CARPORT = 614 5aFT,
TOTAL NEW AND EXISTING HEATED = I o"l 5Q.FT,
TOTAL IMPERVIOUS AREA = 2501 50.FT.
LOT: I(oa43 SQ.FT. (RS-O)
LOT COVERAGE: 15%' (2E701/16,043 = ]E�%)
HEAT SOURCE: OIL F/A
SEWER 6YSTEM: CITY
WATER D15TRICT: OLYMPIC VIEW
GLAZING: 129. (30/245 = 12510
PARC;!--L NUM5ER: 00544 30000 -1300
51TE ADDRESS: 22511 IB5TH PL. W.
EDMONDS, WA. �Ba02O
OWNER: YVONNE DUNHAM
LEGAL DESCRIPTION: LOT 13 PlNt�CRE5T VOL 13 OF PLAT!5 FG 55
6NO CTY, WA.
RECEOVED
MAY - 8 2001
PERMIT CO
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DATE
0�)/01
DRAWN B`r:
DE516*N 5Y.,
KATH I ST. PEE TE R
FF,D0JECT NO.;
01-01
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