HomeMy WebLinkAboutPermit D97-0120 - WIELAND RESIDENCE - NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECKCity of Tukwila (
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
222304 -9014
4650 S 156 ST
NSFR
DEVPERM
V -N
GAS
001
North: .0 South:
HIGHLINE Sewer: TUKWILA
Slopes y.
Permit Center Authorized Signature:`
DEVELOPMENT PERMIT
Permit No:
Status:
Issued:
Expires:
Streams:
Date: - 5- : //(71/ r -1
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
D97 -0120
ISSUED
05/14/1997
11/10/1997
Occupancy: DWELLING
UBC: 1994
Fire Protection:
.0 East: .0 West: .0
Contractor License No.::•AFFORCH055CZ
OCCUPANT WIELAND "KELLY
4650 S 156 ST,.TUKWILA WA 98168
WIELAND ALBERT G
4654 SO..156TH.ST., SEATTLE WA 98188
CONTRACTOR AFFORDABLE CUSTOM HOMES INC
11450 8th AV S, SEATTLE WA 98168
CONTACT KELLY.WEILAND
4654 S 156 ST, TUKWILA WA 98188
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
CONSTRUCT NEW SINGLE FAMILY RESIDENCE (2104 SF),
GARAGE (832 SF), AND UNCOVERED. DECK (372 SF).
************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 167,804.40
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS
Curb Cut/Access/Sidewalk/CSS: Y
Fire Loop Hydrant: N No: Size(in) .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N .
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: Y
Street Use: N
Water Main Extension: N Private: N Public: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 2,079.46
******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Phone: 244 -4245
Phone: 545 -6318 (DAY)
V__IE Date:5:114:n_
I hereby certify. that I have read and examined this permit and know the same
to be true and. correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
Signature: ! 6, %�`r
Print Name: ,! „.e: A'' t - ,•�,
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
Address: 4650 S 156 ST
Suite:
Tenant
Type: DEVPERM
Parcel #: 222304- 9014
kkk* *k•k ** *k• * *k *k* ** *k **
Permit Conditions:
1 No changes will be made to the plans unless
',.Engineer and the Tukwila Building Division,
Plumbing permits shall .: ber obtained throrugh,the Seattle -King
County ,Department ,.o Public "Health. Plurnhi i4 ,Will be
inspected by that agency,, On,cl.uding, all gas` pip -in,g
(296 -4722) ,
:Electrical per s be obtained.: through the'Washington
,State Divis,,i,on of >: L'abor r and Industries and all elects ?i - cal
work will , "be inspected by , agency,'4248 - 6630)
Rl l` :mech n1cal, work shall be,: separate permit i
Permit No: D97 -01
Status: ISSUED
Applied: 04/11/1997
Issued: 05114/19 97
k k * *k **k *kk* * *kk*k*k *k*kk* **4(kk*kkkkk** *k *•k•k *** *
approved b_y. -the .
sued. by.
Al 1 permits, inspection . ,.;records, and approved plans
ha 11: be
avai lable=a,t the -•job site <'prjor t,o''the start of any con -
stru'ction. These :documents 'ar.e:•to be maintained and:awai
able .until final inspection ap proval is granted.
The',.location of the 40% s"1ope was .not located by dimension
on ,',the site' plan. Therefore, ". the loceti�on -of the building
YkA i •
foitn'dation,in relation to' ,slope sha,1.l be maintained in
accordance wi'thT "UB,C Ffgura 1 1 : copy attached to site
plri'
Compliance with the Washington State' - Energy Code by %the'
prescriptive : (indicated on,•:plans) requires that
the insta,ll;ed a maximum >U- value of 0.6 This
:per'_tormance l isting must be determined,.certif and labeled
by a=certified "`` agency licensed . by- ,theNational
Fenestrat - Rating Council. This.: infornat ion from the
windo'Wsupplier Shall be on site and avai`;lab,le to building'`
insped.tar for glazing inspectio'n`.
All construction ..to' 'be done irr.` with approved.
plans and requ irements...af the Uniform Building Code (1994
Edition)'; as amended, Uniform, Mechanical:: Code (''1994''Edit ion),
and Washington State Energy Code' (1994 Edition)
, Notify the City',of Tukwila Building Division prior to
placing any Concrete. This': procedure` in addition to any
requirements for Special inspection.`:
10. All wood to remain , in ,placed concrete shall : be treated wood.
11. Validity of Permit. The i ssuanca•;.of .: a permit or approval of
plans, specifications, and'coniputations shall not be con -
strued to be a permit for, or an approval of any violation
of any of the provisions of the building code or of any
other ordinance of the . jurisdiction, No permit presuming to
give authority to violate or cancel the provisions of this
code shall be valid.
12, Temporary erosion control measures shall be implemented as
the first order of business to prevent sedimentation off -
site or into existing storm drainage facilities.
13. The site shall have permanent erosion control measures in
place as soon as possible after final grading has been
completed and prior to the Final Inspection.
14, The property owner shall sign a ;ewer System No- Protest
Agreement for future upgrade of the existing deficient sys-
tem prior to the Final Inspection.
S Driveways ;;shal:l cosy "w'ith` City •r.esidentia`lr standards
D riveway width:: sha. ly e a 10' min.imitm and 20•': ` imum: Slo,pe',
sha�11'!be a max imum:. . 1.5% Turni;r
of f.i ve f'e:et •
. 1C Drivewa.vs.°shall be,. p a v ed for min.inrunr.•,d'istan.ce:.`of 2 m
• • fro
the :.edge of existing road p.ave:nient:•.:
or k .affec.ting: tr ,_flows shall 'be closel c
with • :.Ci :`Utili ' Inspe.ctor
Hauling .over; 50 • �cy. shall :: "requir -e ,appl ication:. a Hauling:
P.ermi,t pri.or:...to. any ass�i.cla.te.d• �activitv.'
It is.strongly•",recommended.that; storm drainage be • c erti_ f ied '; by a , li censed : "engin'eer; o .the owner
assumes iiebisity' for • the .des:ign. anti any subse :quent. related • damages . • All private storm" drain pip shall b.;e either • concrete: >or
re inforced` ADS :p ipe T.reat°ed' coga
rrute s metal Pi: bie •.may be
used t ,o r d ete ntion fckiliti:es 1'r�
.:F a . ai
T op
prery t owner sha s �ian � storm Drel:ife ,e ySy
h N
tem
Protest Agr egment`` �fu
fo� ,tu es up grade ot'•. e existing
c i
defient . s, t,em pr lkor Ito the Fi'na l Y "In spe`cti,on
. L UTILITIE ' .SHALL' O UNDERGROUN6 0R' OW,NER ALL
FLY FO,J,: WAIVER TAD `STHE. UDERGROUNDING ORDINANcE.'o,BLIGAT1oN
OR T.UR FUEJ U�NDERGROUNDING ~ ' j >, .
Project Name/Tenant:
1 ,/ S1�4J
Type of work: .® New Single - Family Residence ❑ Addition - Single- Family Residence
❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure'
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Value of Constructjo�:
� P $
JOq° �v
Site Address: (-695 ♦ i (p j
- - — f
City State /Zip:
Tvk,.�, 5 WA 9y1,'8
— Tax Parcel Number
2.2-2-30q 70/y -O8
Property Owner:
iel y (- Ole % 4 J
Y3 sq. ft. Garage /Carport IWA sq. ft. Accessory Structure(s) 3 sq. ft. Uncovered Deck
Phone: kaive 4;, bay
(2-CO ZyY — .3Say °' SNJ - 2 )
Street Address: _ City State/Zip:
�(,J'/ S. !Sb Slree/ Tukw,7c, WA c/8 /c'�d
Fax #:
Contractor: n� I�
A f- Zia k CuSlo Homes 7
Phone:
(-400 2yy -'12 S
Street Address: City State /Zip:
it e. Ave'►ve S«.'tx, 5`ufile LoA 98/96,
Fax #:
Architect: ,
Crum 1),j.s;24
Phone:
) -gCo - 1y2?-51421 c r (zrt:)ZYV-
Street Address: City State /Zip:
)(1 97.5 T41 1 A . 5, 7'vk(,u:lc, ` (ANA < /( /(.Y
Fax #:
Engineer:
E.C. Robson
Phone:
c. (. - 7`)
Street Address:
City State /Zip:
Fax #:
Contact Person:
i'eJ/y (. U/e . - ? c )
Phone: \ e''t"f"9 bny
(2 vim) 21&' -3gzy ‘ 54/5
Street Address: T3
/
'7( y S. /Sb S'keeT
City State /Zip:
I /& 14/c( Wi\ Clad a
Fax #:
Description of work to be done:
New C.o•'zsrrvc,4bn a C so le ,M,' /,,,, .J res, derice
Type of work: .® New Single - Family Residence ❑ Addition - Single- Family Residence
❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure'
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: ❑ Sewer ®. Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: l.1 /A sq. ft. Dwelling / \l/A- sq. ft. Covered Deck(s)
Nlrh sq. ft. Garage /Carport N) /A- sq. ft. Accessory Structure(s) N/A sq. ft. Uncovered Deck
Proposed New Square Footage: ZION sq. ft. Dwelling KVA sq. ft. Covered Deck(s)
Y3 sq. ft. Garage /Carport IWA sq. ft. Accessory Structure(s) 3 sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) . 09Sb
'For an Accessory dwelling, provide the following:
1\)//\ Lot area )\) /A Floor area of principal dwelling N /A Floor area of accessory dwelling
' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
CITY OF TUI ( VILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
•Projoot Number:. ,e
°Permit Number:
Single - Family Residential Permit Application
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews shall be determined by the Public Works Department)
❑ Channelization /Striping ® Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
® Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp it Size(s): Est quantity: 0 aI Schedule:
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re-
viewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex-
pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon
written request by the applicant as deffiriCENEOtion 107.4 of the Uniform Building Code (current edition). No application shall
be extended more than once. CITY OF TUKWILA
Date geplIcation accepted:
APR 1119
PERMIT CENTEH
- Vale application expires:
10-11-
Applicatlo tay: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
S/'PERMIT.DOC 2/13/97
1$
. „ )
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: f 1 . ? _ LL it, Vz..-
Date: vy _ -9
Print name: c �
l5zlly L(J �
Phone: .,
` -N - 3:52,1
Fax #:
_-
Address: i iJs t > / ,-;L
Ej,,'.c'.f
City/State/Zip: c, ( 71 cill/ Yes'
ALL SINGLE- FAMILY RESIDENT!) PERMIT APPLICATIONS MUST B. BMITTED WITH THE FOLLOWING:
➢ DRAWINGS PREPARED B' , . REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE
REQUIRED BY THE BUILDING OFFICIAL
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ SI Copy of recorded Legal Description from King County
❑ 21 Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department /
(206) 433 -0179 for servicing district.
® ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-
0179 for servicing district.
® �e 1 Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
ic5f
❑ King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ Site Plan (see example Form H - 16)
1. Existing fire hydrant location(s).
2. Proposed access road.
3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over
150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741).
4. North arrow and scale.
5. Building setback from property lines. Any proposed or existing easements must be shown on plan.
6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width),
show proposed and existing power, water and -sewer lines, cxicttng- sterm- drainage- system,NA
downspouts and-foundation-drains, and where drains tie -in.
7. Parking plan.
8. - Lowest- building - elevation - (if - in C- ontrol- Zone): J/A
9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level.
10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers.
11. Identify location_and_size of- significant -trees that- are -located -in- sensitive- areas-and buffers
shoreline - zone: -Of- those; identify.whichare to be removed - (Title-1.8 Gity-ofTukwila Zoning Oode). t\j/
12. - Identify - tocation - of - high water - mark - of - the - Green /Duwarnish River site - is - located withirfi
high- water -mark: ti /A
13. See- Public- Works- Gheekl'ist- for-detaileti -site- plan - information - required -for - Public- Works- Review - (FomT"
H -9). N/
❑ El Foundation plan and details
❑ ❑ Floor plan 1
❑ ® Roof plan ( ,
❑ El Building elevations (all views) r
❑ ❑ Building height
❑ Building cross - section
❑ Q Structural framing plans and details necessary to completely describe construction
❑ ® Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available
at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6.
❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
Variance, Shoreline or Tree Permit).
El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval
from the King County Health Department or the Tukwila Public Works Department prior to
submittal of permit application.
Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the permit
is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of
Contractor Registration ".
Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND t AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Sl'PERMIT.DOC 2/13/97
• .
9812030361
Return Address:.
CITY OF TUKWILA
gri City Clerk's Department
6200 Southcenter Blvd.
Tukwila, WA 98188
C'7 (206) 433 -1800
CsIt
Document Title(s): Undergrounding ` Agreement/ Wiaver to Undergrounding
Ordinance/ Obligation for Future Undergrounding
Parties:
8? Other:
City of Tukwila, Washington
Company Name (if business)
4654 South 156th Street
Address
CITY OF TUKWILA
DOCUMENT RECORDING
COVER SHEET
Wieland Kelly
Last Name First Name
Tukwila WA
City State
Assessor's Property Tax Parcel/Account Number(s):
222304 -9014
Initials
98188
Zip
APR 4 LI;i'
Public Works: 2/25/97
UNDERGROUNDING AGREEMENT
WAIVER TO UNDERGROUNDING ORDINANCE
OBLIGATION FOR FUTURE UNDERGROUNDING
The proposed development at: 1 1650 ,5 / 5 . t 5r, 7t,, w /L' 1414
(streit address)
Parcel No.22Z304 — Q0/4 requires undergrounding per Ordinance 486, 924 and 1321. In
compliance with the requirements of Ordinance No. 1607 the property owner of this single -
family development has demonstrated application of the Underground Ordinance will create
undue hardship if carried out as part of the development.
The Owner is obligated to participate in funding future undergrounding improvements for their
proportionate share of said undergrounding fronting their property. Furthermore, if the
L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner
waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains
the right to contest the method of calculating assessments in such L.I.D. and the amount thereof
to be levied against the Owner's subject property, and other property owned by Owner which
would be within such L.I.D.
This Agreement shall be recorded by the City Clerk with the King County Auditor as required by
Chapter 35.91 RCW and the cost of said recording will be paid by the City.
This Agreement shall be binding upon the parties, their respective heirs, legal representatives,
assignees, transferees and successors. This Agreement runs with the land.
OWNER:
r S i
O (Signature)
Owner (Print Name)
) e- //y (,c);e/ t?6)
1 /6_5(1 S, is( S *ted'
Street Address
Page 1 of 2
/2/3/97
Date
6.4 Zy3-.35
Phone
Tul&w;lu L) 4 q ?l rn�
City, State, Z ip
(7/97)
STATE OF WASHINGTON
County of t' p9
On this day personally appeared before me }c 11 y if- 1,/
to be known be the individual described in and who executed the within and foregoing
instrument, and acknowledged that he_ signed the same as 7)" free and
voluntary act and deed, for the uses and purposes therein mentioned.
Given under my hand and official seal this ; I 54 day of ®e c& M
19
CITY OF TUKWILA:
, 144V
Works Director
O
(C:doc17)
• PGOps� I ,
''
�g S1UIV Fk•''�'
Ai )• . r ►►
' ►
/ &. oTARkwl � ,
' a *'0
?u .2 P U B L I O (b.: Z NOTARY P IC TO AND FOR THE STATE
4 j t 1 a � �i 2 , �: OF WASHINGTON, RESIDING AT:
N O p •. 7 . So . \ 1.
Page 2 of 2
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*****+*` *
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''' *'.* ''''''''''*'
F�TUK A �r� � ' TRANSMIT
***
� � *�*�*A*�. � + �+ .
� * **+***^*+**+� .*+*+**
' ` `
ANSMIT*k10mb�r� R970O566''Amount°' 797.71 04/1i/97 16:46
,PaVmen��Nmthqd:��.CHEC%��Notation: KELLY WIELAND � Iuit: SMC'
- /`� ` ` ^ • .
RIP; � :Type: ype: DEVPERM DEVELDPMENl PERMIT
'�' ]P' ` : `22304�9O 4 � ` ' . `
156'ST &'47 AV S,NG%T TO � SR 518
TtlF O9
``. o a ems: ' �<2� � -' 4 6
'�ThiSvment - 797.71 Total ALL 'Pints: • 797.71
^
� Balance: 1•231.75
***++**+
Account.-Code' ' Description � Amount
.000/322,100 . ` WILDING - RES 797.71
7470 04/14 9719 TOTAL 797.71
* *dc * ** lock `I*414*** ** *k* * * **h ** * *** *kk ** *k *k* ***:l *k *****l'k** *Ak*
ITV; TUKWILA.' WA TRANSMIT
* * ** ** * * **h' ***dr * *xi** :� **k - 4i 9k***:4* ***kh*'k*A4• *k* *k* .*l *o1* .
TRF'ANSMIT Number: R9700581 Amount: ]...281.75 05/1.4/97 _16:44
P av nt`Method. CHECK Notation: KELLY WIELAND Init: SLB
•
Permit No: 1D97- -01 Tvpe. DE-UPERM DEVELOPMEN'(: PERt4IT
:`Pare. e l :,NQ : 22230_9014
SiteAddr.eea: 4650 S_ 156 ST.
.Total • Fees: 2
1'hir. PavmPnt . 1.281.7; Total ALL Pmts: 2.079.46
Balance: •
o laF** ***:*****.***,k************* t1** 11*** ***AlI * * * * *A *A *. * * * * *d, **Oi0A**
Account Code
;'000/3221.00
000/843.830
000/
000/386.904
000/342.400
412/342.400
Description
BUILDING - RES
PLAN CHECK -- RES
PLAN CHECK— UTILITY
STATE BUILDING SURCHARGE.
INSP FEE - UTILITY
INSP . FEE -- STORM DRAIN
Amount
429.54
797.71
20.00
4.50
15.00
13.00
0476 05/15 9717 TOTAL 1281.75
Projecta t
'Kite fre kt—
e of spection:
iel
A t ress:
5 S
Date called:
3 t,
Special ins ructions:
.
Date wanted: f,-.
1 /6 1 4( 6 ,
a.m.
0:13'
Reg ester:
(1\
U 1 e
Phone:
( i0)9 3 '
COMM NTS:
Inspe
Date:
• Y..' •
• '■ • • •
INSPECTION RECORE-
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
A
Oillr
.&__AWATI i Al i
0 $47 10 ' EINSPECTIO f
at 6300 Southcenter B .,
Receipt No:
PERMIT NO.
(206)431-3670
Approved per applicable codes. 1:1 Corrections required prior to approval.
E REQUIRED. Prior to inspection, fee must be paid
Suite 100. Call to schedule reinspection.
Date:
Project:
1. 4H j
U L
Type of inspection :: i* a t
Addr
C .
(
Date called: / * Ilr-
Speci I i
Date wanted: t
p.m.
Requester: ""D 0 Fa
Phone No.491, —3'7.-1
ay.
s
CITY OF TUKWILA B ILDING DIVISION
6300 Southcente Blvd., 100; Tukwila, WA 98188
o.
Approved per applicable codes.
Receipt No.:
INSPECTION RECg7
Retain a copy with p it
(206) 431 -3670
Corrections required prior to approval.
rl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Date:
COMMENTS:
�U : ��, Cad
0
,
- Lem / s = en v c am~
1 ) s -, 70k-- CtAJ -,,r:
4 (W /A. k4-rA
►�,/ c,
7 at.. 46(
Inspector:
Date: � �� /•�.. �..,, f CJ
COMMENTS: `
/7 '.ac2.., / 6r I 6' r ,}- '
t. 0 ce i re ,/o
3`l AI `ii
of 1
-o.
2 -)A414e:i11-44 14_
P/;1 6 ,_____--i
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Project: t,l ,„ ll% J
Type of inspection: ! •
Add G O S � 5 • 6 S?
Date called: —I -/ ` , �
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Sped I instructions:
a m ,
Date wanted: 4C-1.54b
P on No.q"72 -.. 69,,. 4, ce
.
N
INSPECTION 0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 9818
Approved per applicable codes.
Inspector:
Receipt No.:
INSPECTION REC
Retain a copy with it
Date:
PERMIT NO.
(206) 431 -3670
Dater,
7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Corrections required prior to approva-
-- .� . -..'
Project: ?
e l7 '� ,� (
Ty pe of inspectio
��,�,,,�
Address: - G�
1 160-19 50 fr6
Date called:
Special instructions:
Date wanted:
r1 : 15-7 fe
P.m.
Requester:
Phone No.:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION REC
Retain a copy with it
COMMENTS:
( — AO '"∎".G ° 1J Q
(66
I Inspector
Date: /"' /clg
II
proved per applicable codes.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
I Receipt No.:
< -n
/7-e2/zd
PERMIT NO,
(206) 431 -3670
Corrections required prior to approval.
Date:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Project: Type of inspection
Address: y/ 59 I �.,/ 1¢ Date called:
Special instructions: /) Date wanted: ,t,
- Requester:
Phone No.:
COMMENTS:
Inspector:
Date:
Approved per applicable codes. n Corrections required prior to approval.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
PERMIT NO.
(206) 431 -3670
Project} _ f j �y {/
Type of inspect : io� A
, q
Addreshso S (sic.
/^
Date called: -2,/
( l
Special instructions:
-.
Date wanted: t2/ ' ?
Requester .p 0fr....,
Phone No.: cp�
° 11 2 - - t LP Zt
ION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
proved per applicable codes.
INSPECTION REC
Retain a copy with & J it
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS: G cs
•
:-."-- Date: melte\
$42.0 REINSPECT! FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Inspector:
Receipt No.:
Date:
Project i Q1 c _{I
(/`
t
Typeinspctiop: , C ,
(� Sti w�Tl t^
Address: ��^^
Date calked: �-y' �
Special instructions:
Date wanted: r2f ! 1
m.
Requester: 17
Phone No.: 7A5 tv X 12 —
I l0 Np
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
6tiet//s q 4. , /%6-/ca//&5
Inspector: 4
Date:
11
Approved per applicable codes.
Receipt No,:
. .
INSPECTION REC
Retain a copy with it
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Project:IN �A 1 _ 1 j
�G
Type of inspection:
A c:k,.1't
Address:
l s 5( : 5+
Date called: '
)7-10-9
Special instructions:
Date wanted: a.rn.
Requester:
.1, C,tJIc-
1 1"1
Phone No.: ,--ZA0 - . 910' I 0 L
Approved per applicable codes.
COMMENTS:
Inspector:
0 « 4 i -- /dje 1.tiu
Date:
PERMIT NO.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
11
..isr augosa..u..r.acv..awatowsmi •RC.o,.wxleawVi:
•
INSPECTION REC
Retain a copy with pit
(206) 431 -3670
Corrections required prior to approval.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project:••
( 0 ' Q
r t
Type of inspecti
(,
•
7 ' •7
Addres 6Z
1S4
Date called:
Special instructions:
Date wanted:
a.m.
Requester:
Phone No.:
INSPECTION NO.
CITY OF TUKWILA.BUILDINC DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
INSPECTION REC
Retain a copy with it
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval. �
t
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
• 1.
COMMENTS: 8
ii ''. •6r0x.e rZl 4404 0
06e4 ha (if S e . tea{ .A.r.�., rh el 51
Type of inspectio► V ' I
Addre
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2) /( / / /./.Z f,14.0.411 P,r'/' r 4"'" )^ r tJ
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Type of inspectio► V ' I
Addre
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Date called: ( 2./ ( ( l
Special instructions: .
Date wanted: 2 ( 97 TFn
( (!
Requester:
Phone No.: zoo 9 . 1 z _
INSPECTION NO.
amsau+ a
INSPECTI REC
Retain a copy with pit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
n Approved per applicable codes. [Corrections required prior to approval.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
■
:z'
Project: /�
Type of ins
Address:
Date called:
Special instructions:.
Date wanted: ,t 2
a
Requester:
Phone No.:
INSPE ION NO.
ph G
Inspector:
INSPECTION REC
Retain a copy with p it
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188, � 0
Approved per applicable codes. Corrections required prior to approval.
` COMMENTS:
AV A f s t 61/7,74 '( / -, rte S 7
1 (1) if e
Ei AO% , -O4il s:g• Cr c /'
(206) 431 -3670
4e
` Date:
4e
$42.00 RO EINSPECTIOt( FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
�7
INSPECTION REC
Retain a copy with pkjit
INSPE O.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981
Project: L
Address: 5p (54*
Spea'iai
COMMENTS:
h. .
Inspector
Type of inspection:
Date called:
Requester:
Phone No.:
Date:
PERMIT NO.
(206) 431 -3670
Date wanted:
10- -/t -77
Approved per applicable codes. I I Corrections required prior to approval.
� 4L4 111
$42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project: 1 � /
i )
,(
/ . /
Type of i ctio
/
Addres //
56 4_ _
Date calla
Date wanted / CSf
/4 97
'7 �"J •..
Special instructions:
Requester:
Phone No.:
INS ON NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
INSPECTION RECVA
Retain a copy with pLiit
s l r
0 V `e
4a7-02e)
• PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
!E/
Inspector: Aii lor Date:
,.
$42.00 REINSPECTION �E RE� Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
m tkocicvi v„...c.._ul
y e of inspt5tp_N
tAreurr....Q E 1Cd
te call
b4cx
Special instructions: '
"'-``'':..-
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Date wanted: a.mf
p.m.
Requtsre VL .
Phone NoC\--
"aanZ;b20=NetSOCentalftaLOCSMOMmi.w.muov....... wat.twea.A.ZVat
INSPECTION RECIr
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INSPECTI N NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981
- Approved per applicable codes:
I I
COMMENTS: &-.;-- 0 d
ti/r,
Inspect
'
•
r,
Date: (
iSfl
PERMIT NO.
(206) 431-3670
Corrections required prior to approval.
•
llddI
$42.00 EINSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project:,
�1 G (ti d
Type of in ction:
r chon bl i
a l/
Addressy6 o /5 -‘1_/--
Date called:
Date wanted: Q V
fJ ..i3 � . / ,7
CO
p.m.
Special instructions:
Requester:
Phone No.:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
roved per applicable codes.
COMMENTS:
Inspector:
INSPECTION REC
Retain a copy with p i t
Date:
II of
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval. ,
Date: 2_73
_ i. i .t t__
$42.10 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Project: ,
e
Type of inspec
Addr
(D so s , i
Date called: p 1 1 _ c
Special instructions:
Date wanted: ; �
�2'�
�.m
Requester: Ty �
Phone No.:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
I I
INSPECTION REC
Retain a copy with
1)- 13
PERMIT NO.
(206) 431 -3670
Approved per applicable codes. i Ncl Corrections required prior to approval.
COMMENTS:
Inspector:
97
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No.:
Date:
:4
Project: ;
n �c1/4_44
[,
Type . .
orwns�ionptt D'`.--0
Address: :
4 s , (slo sk
Date called:
g ( 1 .i
Special instructions:
•
Date wanted: 7170 (a.mm.
9„)
Requester:
Phone No.: 912 _ ci (0 2 (p
NO.
-'
INSPECTION REC
Retain a copy with it
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Dor -ot
PERMIT NO.
(206) 431 -3670
Approved per applicable codes. n Corrections required prior to approval.
COMMENTS:
h
.1)
/6
$42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No.:
Date:
Project:
Type
to t-) of inspection: ) / t.»
Address:
f 5
Date called:
Special instructions:
Date wanted:
a.m.`
/ 2 / / - 8-
p.m.
Requester:
a.) P C
Phone No.:
2 a. VV 4 VS
0
RMIT NO.
2=,p; • vrX•.
}s�
c oo
Inspector:
I
Receipt No.:
Approved per applil;able codes.
INSPECTION RECORD
Retain a copy with perm,
INSPECTION NO. ,
CITY OF. TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206
-3670
Corrections required prior to approval.
COMMENTS:
IvP)
fi I
Date:
t 2 ' 1 1h
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date;
Project:
W ie
Te of i ectio :
Type `, ...,.,� f ".)
Date called:
10-o- 1
Address:
NGS o s /56 sf.
Special instructions:
�...
Date wanted:
/0- i3 -iik'"
a.m.
Requesj r: n � -
Phone No.:
2040 g i72 -9, i
INSPECTION 11
O.
Approved per applicable codes.
INSPECTION RECOR
Retain a copy with pe
CITY OF UKWILA BUILDING DIVISION
6300 South :enter Blvd., #100, Tukwila, WA 98188
D97 -OI0.
PEflM1T NO.
(206) 431 -3670.
Corrections required prior to approval.
COMMENTS:
Inspectpr:/ Date: „/3/9s
r _1$42..00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project: .
Wieland
Type of inspection:
Fih
Address: 4
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S+
D ate called:
g -1 2 -di
Special instructions:
Date wanted: C
g - 1 3 - q8 a, M.
Requester: Don pa % S e...
Phone No.: / ,) 972-962t
{;a
INSPECTION RECOR
Retain a copy with perV..t
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
( 431 -3670
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
4% 8 D,Le e, v-xi Cs✓ f�
44 w l 7 Ldp ry
/. L. T, 6617` .s
Inspector:
V
Date: cry 3/pi
[ $42.00 REINSPECTION FEE REQUIRED. Prior to ins ection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:
I Receipt No.:
Date:
Project:(.,ik.) LL(
Type of inspection: s b ,
• ,
Address: 2y
. . i 5 - c o (
4. called:
Special instructions:
-Date wanted:
1
a.m:
P:m.
Requester —p ....rui.f.c.v..e
Phone No.:
Oct7-00-
RMIT NO.
'
AffeIZZatt.tWSW . 4 „6..rzt
INSPECTION RECOR
Retain a copy with per
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
206) 431-3670
1 Approved per applicable codes.
COMMENTS:
4i2v
03 m_IAA. Ac 1.1 o (too wi
T
'Fon_ INC illciltJ
Inspector:
I I
\J
Corrections required prior to approval.
Date: 47)/
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
•
Projept: .
r >
Typ o
ins ection:
�,�,Cle
Addre s: r'
,
Date called:
Special instructions:
,
",!
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Date wanted: 9 I /
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Requester:
Phone No.: r
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I (0 ap
CITY OF TUKWILA B JILDING DIVISION
6300 Southcenter Blvd., X100, Tukwila, WA 98188
INSP'.-ION NO.
II
"Approved per applicable des.
INECTION RECORD
• Retain a copy with pare
I I
431 -3670
Corrections required prior to approval.
COMMENTS:
'/97 pee-„! C:ZWah4 --1 M� w
t�E sckivoia CoLvSTois..rocs 1)6NI
44, 1 r.. ^_! ti
•
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1. Li co L ixtic -/41
Inspector: 6
Date:
'93/2.1/9 7
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
g,rr COORb,MtbM- CoN
PLAN REVIEW OUTING SLIP
b°■i- 0 z
ACTIVITY NUMBER
PROJECT NAME \ LA 1 > (-
DEPARTMENT:
BUILDING DIVISION
%VC WORKS
REVIEWERS INITIAL
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
w.. .�..__ ..+.+ w«. un ..e..n.w..:•t+tr.ywwesn.4+mm. .+Mm..+n4c?
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DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE L I -) � J -97
COMPLETE NOT COMPLETE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
APPROVALS OR CORRECTIONS: (ten days)
CORRECTION DETERMINATION:
DATE
rrttt...amw!xre m!
NOT APPLICABLE ❑
DATE 1 - I\ - 97
P IN DIVISION Er
9 - 1 (2_
PERMIT COORDINATOR ❑
DUE DATE L1'z .9 —
APPROVED I I APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) 0
DATE
APPROVED I l APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑
DATE
DUE DATE
(Certification of occupancy required.
t
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REVIEWERS INITIAL
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER j\1 Q' zD
PROJECT NAME WI L-/ 1 > , fN EJ-.•I-�'
DEPARTMENT:
BUILDING DIVISION 1 FIRE PREVENTION ❑ PLANNING DIVISION 0
PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑
1
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE - ) S I7
COMPLETE V NOT COMPLETE 'C NOT APPLICABLE ❑
COMMENTS t\l > SITE 1:::KR14 t,5 /'di MsNS1ot.iS $011.D1t
zr b it. be'e cc & S rewe . U4 l.IVS .. • cAG.
TUES /THURS ROUTING: PLEASE ROUTE I
ROUTED BY STAFF El] (If routed by staff, make copy to master file & enter Sierra.)
I
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APPROVALS OR CORRECTIONS: (ten days)
APPROVED I I APPROVED W/ CONDITIONS
iie
CORRECTION DETERMINATION:
APPROVED El APPROVED W/ CONDITIONS
DATE �� t J
DATE
DATE _ - I�
NO FURTHER REVIEW REQUIRED
DUE DATE I-\ 47
NOT APPROVED (attach comments) ❑
DATE I4 1
DUE DATE
NOT APPROVED (attach comments) ❑
(Certification of occupancy required. )
Nv. .,;�s' r� y �•;r, wu.An �f... �ar 1 ry � x- �t.'I:Fi' i p . .,{. �k"Yl,'S' 1 ' 9 `.'1CR! �..4` :�� G��pfMi+M'.'�}5�1� � � t ' x r ` t � • `.h`t'' �. y� K"` � .,' �,��•'� � ; �p >�
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ACTIVITY NUMBER b 012 D DATE " 1 - I
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PUBLIC WORKS
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DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE n
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TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRE
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
RECEIVED
APR 23 1997
PLAN REVIEW / ROUTING SLItgro PVE T
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APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED 0
C:ROUTE -F
DATE
DATE
FIRE PREVENTION 1 PLANNING DIVISION El
STRUCTURAL E PERMIT COORDINATOR Q
NOT COMPLETE [ NOT APPLICABLE /
DUE DATE L ._ ) G J ^ 17
DUE DATE L i 'Z -�
APPROVED l l APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments)
DUE DATE
APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q
REVIEWERS INITIAL DATE
(Ccrdfcadon of occupancy required. )
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
41ntnsS',5ta 3:£?YiA= , ^,:xH'J4,ViS' asp..: nci,.M5?MWAVt "r';. !:'• :i :IT.kri ,7? Z �0,:,
ACTIVITY NUMBER jfl — 0' z D
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APPROVALS OR CORRECTIONS: (ten days)
CORRECTION DETERMINATION:
APPROVED [] APPROVED W/ CONDITIONS
DATE
DATE
PLAN REVIEW / ROUTING SLIP
PROJECT NAME W C -4\N 1 > , fN EJ_.L`
ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.)
DATE ' `]
DEPARTMENT:
BUILDING DIVISION fl FIRE PREVENTION [ PLANNING DIVISION II
PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR I 1
4
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE L\ " )J I7
COMPLETE NOT COMPLETE L= J a NOT APPLICABLE Q
cos MMENT P �f /l S 7� �'� ✓1 J ; L.) V or).
NO FURTHER REVIEW REQU
I
1
DUE DATE L k '19 _9
APPROVED I I APPROVED W/ CONDITIONS Q. NOT APPROVED (attach comments) El
DUE DATE
DATE - I I - 9 . 7
-4//.6)67-7
NOT APPROVED (attach comments)
(Certification of occupancy required. )
t
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER VA1 01 Z D DATE — I \ — I,
PROJECT NAME Up] 1 LAN
DEPARTMENT:
BUILDING DIVISION En FIRE PREVENTION C PLANNING DIVISION El
PUBLIC WORKS 11 STRUCTURAL El PERMIT COORDINATOR Q
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE
COMMENTS
TUES /TUURS ROUTING: PLEASE ROUTE
ROUTED BY STAFF n (If routed by staff, make c.. • master file & enter Sierra.)
REVIEWERS
C:ROUTE -F
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED n APPROVED W/ CONDITIONS
DATE
4 71%1 . �. 7 1 1.�'.' ' fli,l`- ' @''�..`a
n:.p.X �,:"4'4'�-.i�, ..,,cs ,`.�... �:...
DATE
DUE DATE —) c 7
NOT APPLICABLE n
EEI�REVIEW REQUIRED El
DUE DATE L \ 1 —C r(
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments)
e' G,s eg 62:ISl,vik4t Pg__Dlevier .. /= i4/P-i 5HiMe- 46 i2.y Exir x w. ,
f z
( DATE S 7
REVIEWERS INITIAL
DUE DATE
NOT APPROVED (attach comments) 0
(Certification of occupancy required. )
The proposed development at:
(street address)
Parcel No.22Z37. — 900 requires undergrounding per Ordinance 486, 924 and 1321. In
compliance with the requirements of Ordinance No. 1607 the property owner of this single -
family development has demonstrated application of the Underground Ordinance will create
undue hardship if carried out as part of the development.
The Owner is obligated to participate in funding future undergrounding improvements for their
proportionate share of said undergrounding fronting their property. Furthermore, if the
L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner
waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains
the right to contest the method of calculating assessments in such L.I.D. and the amount thereof
to be levied against the Owner's subject property, and other property owned by Owner which
would be within such L.I.D.
This Agreement shall be recorded by the City Clerk with the King County Auditor as required by
Chapter 35.91 RCW and the cost of said recording will be paid by the City.
This Agreement shall be binding upon the parties, their respective heirs, legal representatives,
assignees, transferees and successors. This Agreement runs with the land.
OWNER:
,7C
Ow r i
O (Signature)
Ci`J -mac/
Owner (Print Name)
stree
Street Address
Page 1 of 2
Phone
UNDERGROUNDING AGREEMENT
WAIVER TO UNDERGROUNDING ORDINANCE
OBLIGATION FOR FUTURE UNDERGROUNDING
1 /650 ,5 156 7uKwrcht, w4-
1213/197
Date
(24 2.L18 Zq
Tul��� ;la CAA le? l ( 7
City, State, Zip
(7/97)
On this day personally appeared before me iCe-11L ;ej g
to be known to be the individual described in and who executed the within and foregoing
instrument, and acknowledged that signed the same as A TS free and
voluntary act and deed, for the uses and purposes therein mentioned.
Given under my hand and official seal this
19 .1'4
CITY OF TUKWILA:
e tiblic Works Director
(C:doc17)
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NOTARY PUB IC TO AND FOR THE STATE.
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yep
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r30'
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RESERVE • I EXIST.
r I TEAMED I DRAINfIELD
- AREA
30' s
47TH
I AVE S /
30' '1
3 J
I
/Cfc ,_ 375.0;1' +
T 1 ' f' ■S'. EXIST. C'? ? ,
PROPOSED LOT 14 n4 sr D i �t ;
60' 0.51 AC.
SL3 � �, I 114
- PROPOSED PROPERTY ME
I r 5r
SID'
EXIST.2BR
RESIDENCE
EXISTING LOT 7
144 AC.
917- 012.0
EXISTING LOT 14
235 AC.
/
/
/
/
/
/
/ANDERSON DESIGN CONSULTANTS
11312 222ND AVE. CT. E. - BIICKLEY, VIA 98321
SEATta (206) 650 -3242 TACOMA (206) 891 -6211 FAX (206) B91 -622
NOTES
BOUNDARY LINE
ADJUSTMENT
FOI. KELLY WELAND
4654 S. 156TH 5T.
TUKWIA. WA 93144
k" \
GRAPHIC SCALE
T "_ 50 '
25 ` 25 50 1,00
L LOCATION OF EXISTING DRAI?FIELD BASED ON 1989
AS -BUILT BRAVING BY ROBERT ANDERSEN.
SOIL LOGS
SLL 0-36' GRAVELLY, IANN, LOAMY SAND;
36' -60' GRAVELLY, COARSE SAND.
512.0 -29' GRAVELLY, TAN LOAMY SANIk
29' -60' GRAVELLY, COARSE SAND.
SL3. 0-20' GRAVELLY, TAN LOAMY SANIk
20' -72' GRAVELLY, COARSE SAND.
S14. 0-34' GRAVELLY, TAN LOAMY SAN%
34' -60' GRAVELLY, MEDIUM SAND.
S15. 0-32' GRAVELLY, TAN LOAMY SAN%
32' -60' GRAVELLY, COARSE SAND.
, ROCKY R. ANDERS
CERTIFIED KING COUNTY DESIGNER 000071
CERTIFIED PIERCE COUNTY DESIGNER 8474
SITE ADDRESS
4651 S. 156TH ST.
TUKWLA WA 98144
SHEET 1 OF 1
DATE:10- 08 -96'
JOB :: 96162
•97 MON 09:11 ID:DIST ENGR SCL TEL NO:206- 233 -3762
December 12, 1997
City of Tukwila
Department of Public Works
6300 Southcenter Boulevard, Suite 100
An Overhead /Underground cost estimate for 4650 S. 156TH ST.
has been worked out by a Seattle City Light engineer. .
Seattle City Light, South Distribution Design, estimates the
following cost for a distribution system to supply the above
address. Telephone company and /or T.V. costa are not
included.
Estimated extra - ordinary cost to the
customer for overhead construction: S 0.0
Estimated extra - ordinary cost'for
underground construction:
Estimated overhead credit:
Estimated standard connection fee:
Estimated total cost to the customer for an
underground service: $ 5;1'2'5
2 ' 5/97
These costs are for estimating purposes only. Actual costs
will be calculated and billed at the time of construction.
Thank you;
Electrical Engineer
T. Bradley Joyce
Seattle City Light.
$ 4c
S 0.03o
7:
The proposed development at:
(address) *650 SOuWW /5 TH 5Ti2El
adds to the cumulative sewage disposal service. The result of continuing development will be the need to undertake
sewer system improvements that will provide for adequate service.
The proposed development property is obligated to participate in funding future system improvements and the owner
waives the right to protest sewer L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund
system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources
are utilized.
The agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and
successors, and runs with the land.
This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91
and the cost of said recording will be paid by the City.
So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City
the Owner's pro -rata share for projected costs, These costs will be made available to the Owner upon written request to
the Public Works Director.
Owner (signature) ■
Owner (print name)
M ?�l ' .(�, e %.,e)
Street A dress
St
City of Tukwila:
Public Works Director
w+c
City of Tukwila
Department of Public Works Ross A. Earnst, P. E., Director
Sewer Proportional Fair Share Agreement
S, -ee/
STATE OF WASHINGTON
COUNTY OF fi Ayr
On this day personally appeared before me ell ti V i U l„1 , to me known to
3h b the individual described in and who executed the within and foregoing instrument, and acknowledged that
/she,hey signed the same as ileathc.ir free and voluntary act and deed, for the uses and purposes therein
mentioned.
{ '�' 1 . ti Given un r my hand and fficial seal
•,,0o. <'1/.. ,n this, / .k -d of tk,t� , 19 `I it) ._, ,,., Q .
�p14 h r e. - = ldM1,✓
C .-• t' Not ry P4llic to and for the State of Washington residing at:
4. " p u ,.fit' r
V t c/ 1- —tit OSe
.. S . 7 . (, ' LL rht itR /! i w O � i'7�a l Ir /I.
6300 S8 thisenter. i�oulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4, 3.0179 • Fax (206) 431-3665
Date
Q
(parcel no.) 22230 9 08
Phone <20Z.Z /S — 3SZV
Th to/ 3 ey
City/State/Zip Code
Date
L> 97- 0/20
John W Rants, Mayor
Approximate
Site . .ess:
Designer
1 ROCKY R. ANDERSON
PROPERTY lFORMIATK)Ik
SYSTEM IlFORMATIO k
CALCULATIONS:
Seattle -King County Department of Public Health
Site Application for On —Site Sewage Disposal System
(Submit 5 copies of application with 4 copies of plans)
4650 S. 156TH ST.
1 WIELAND, KELLY
Last
FOR HEALTH DFPARTMENT SJS
APPROVED 1 -( L I l�
, BY:
Comments /Conditions:
114
o
TIJKWILA
PUBLIC WO nts:'6
First
Street Address
1 City -Zip Code
Street Address
1 City -Zip Code
1 4654 S. 156TH ST.
1 TUKWILA - 98144
ch
See' dffache S i BY
trthinciency Sheet.
i decision a final al :within o W days of the o5ove f the Heollh Office nit wr en written ication fa to the
Activity Number
Hc � I L10
Department Use Only
ATTACH A DETALED ROUTE/
DIRECTION MAP FOR LOCATING THE PROPERTY
I Phone I (206) 545 -6318
1 11312 222ND AVE. CT. E.
I BUCKLEY - 98321 I Phone I (206) 850 - 3242
Parcel #: 1 2 i 2 1 2 1 3 1 0 1 4 1 - 1 9 1 0 1 1 1 4 Section: 1 2 1 2 J Township: 1 2 3 1 N
Subdivision Name: 1 1 Lot: 11 1 I
Property Size: 1 21 2i 211 i6 1 1 sq. ft. Acreage: 1 0.51 I
Distance from property line to nearest sewer: 1 510 10 1+ 1 ft.
Water Supply L P J OP) 1 = Individual P = Public (More than One Connection)
Public Water Supply Name: I HIGHLINE WATER DISTRICT I ID# 1 1 1 1 1 1 1
Sensitive Area: LU (Y ?N) If yes, specify L_I (L,W,O) (L = Landslide W = Wetlands 0 = Other)
X J
New System L Repair Design U Detailed Plans Attached: (4 sets) L Y I (Y /N)
Type of Building I S I F 1 1 I SF = Single Family kW = Multiple Family COMM = Commercial INST = Institutional
Type of System Proposed: 5U8SURFACE MOUNE G = Gravity GP = Gravity with pump M = Mound
PD = Pressure Distribution SF = Sand Filter HT = Holding Tank CT = Composting Toilet E = Experimental 0 = Other
Date Soils Logged: 101 31 2 i 0 19 17 1 Soil Logs Data Attached: (Min. 4 /tot) L 1 (Y /N)
Depth to Watertable or Restrictive Layer: 1 610 1+ inches Maximum Slope in Drainfield /Reserve Area:
Range: 1 01 41 E
Block: 1 1 1 1
Number of Bedrooms U Total Gallons /Day (450 minimum): I 1 41 810 I gai. Soil Texture Type (1 -5): L?AJ
Application Rate: 1 .12 1 gal /sq ft /day Total Absorption Area: I 1 4 i 0 , 0 I sq. ft.
Total Drainfield Length: 110' X 40' I ft. Septic Tank Size: I 11 1 10 ,0 1 gal. 6 1
Pump Chamber Size (if needed) 111 1 10 10 I gal. Trench Depth (min /max): L3' /I 41 8 I inches
I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this
application. Non — compliance may�ye le gd to reyy�ation f my Designer's Certificate of Competency and /or appropriate legal action by the Health Department.
Designer's Signature: K C JI I 01 01 0 17 11 I Date 03 -24 -97
SYSTEM MUST BE INSTALLED BY A KING
COUNTY CERTIFIED INSTALLER UNLESS
OTHERWISE PROVIDED BY CODE
APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVDED IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN
CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTFER IMPROVEMENTS ON THE SITE. THIS APPROVAL SHALL NOT BE CONSDERED AN
ASSURANCE, MI-ER EXPRESSED OR IMPLiD, THAT DEVELOPMENT PERMITS FOR TIE SITE WLL BE ISSUED.
THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL.
REINED __ _
. ..
MAR 2 7 1997
Al� cltiatd ^KE
T Y OF TUKWILA
A� r i /voTe Review if rY decisio q:9 (Weal � j iglCan y dI Sewage
WHITE - DISTRICT /GREEN - AUDIT /YELLOW - DESIGNER /PINK - OWNER /YELLOW - LICENSES & Pf fjftl[jS CS 13 4 97 REV. 6/90
1 197
PERMIT CENTER
I 121 x
SOIL LOGS
SO . LOG !
WILY, LLY, TAN,
LOAMY 9TD
QGVELLY
COARSE Ske
3
0-20'
20' -60'
4
0-34'
34' -60'
5
0-32'
32" -60'
— w w-
47'
ELEVATIONS
DISHED FLOOR EL• 1020
FUMING STUB LE: 99.5
SEPTIC TAN( LE HET 99.3; OUTLET 99.0
:PIN' DM NET LE 9 &8; FOE OFF EL 94.8
SUBSURFACE MOIRtfl GROUND ELEV. 100.&
109'
PROPOSED 4 BR
RESIDENCE
•
5
NOTES
1. ALL CONSIRUCTIOH TO MEET 1997 KING COUNTY HEALTH DEPARTMENT QIIDE1J€S.
2. DISTANCES AND ELEVATIONS DETERMBIED WIN TAPE MEASURE AND HAND LEVEL
3.OFIECT ROOF AND FOOTNC DRAM AWAY FROM DRMFEID AREAS.
4. NO FOOTNG DRAINS OR DRY TEAS SHAD. BE INSTALLED W1HN 30' OF DRAtFIELD AREAS
5. DO NOT DRIVE, PARK PAVE OVER, OR REMOVE SOTS FROM DRAPED]) AREAS.
6. CUTS (EXCAVATIONS) OF LESS THAN 5 IN HEIGHT SHALL NOT BE MADE CHIN 15 PLUS
THE HEIGHT OF THE CUT DOW&OPE OF DRNIFIELD AREAS CUTS OF 5' OR MORE II
IEIOIT SHNL NOT BE MADE W111150' DOMtSOPE OF DRMFIEID AREAS.
SPECIFICATIONS
1. StPTIC TANK 1100 GAL DUAL COMPARTMENT, CONCRETE
2. PUMP TANK 1100 GAL, CONCRETE USE HYDROMATIC OSP 33 OR EQUIVALENT PUMP.
3. TIER: RHOMBUS MODEL 101 OR EQUIVALENT. SET TIMER FOR TEN 48 GAL DOSES/DAY.
4. DNA.: 4' PVC ASTM 3D34 OR EQUIV.
5. TRANSPORT POPE 2' 01.200 PVC ASTU D2241; 43 Li.
6. SUBSURFACE MOUND: 10740' GRAVEL BED; 14 SAND BED; 2 PVC
D2241 01200 MANIFOLD, 6 L.F; THREE 1' (1200 PVC D2241 LATERALS,
39' LONG, 3' ON- CENTER PATH 3/16' 01k Of0FICES 3 %1- CENTER
PRIMARY SUBSURFACE MOUND
EXIST. SHED TO BE
REMOVED PRIOR 10
STUB -OUT RELEASE
i . << %��
ROCKY • ANDE'SON
CERTIFIED KING COUNTY DESIGNER 0D0071
CERTIFIED PIERCE COUNTY DESIGNER 0474
RESERVE SUBSURFACE MOUND N100 47`E
MINIMUM SETBACKS
■ M RAM
SWUNG SEPTIC Tm Rena S. PIN LDS
PR1pERTT LR[S 5'
PEII6 ETIMITD6 5'
SEPTIC TM
WATER LIE IC
II
GRAPHIC SCALE
1' =30'
30 0 15 30
375.00' t
N1'0 47`E
60
-2 --)- TIGITLIE LEGEND -W- VAR tilt
a••• 11010TP0I1 PIPE —P— ELFC1RI E LIE
wwPa1 i CLEMOTT
PRRMRT »ilt1ELD PIPE 0 Pt* TAK
REM IPARFFLE PIPE
- - -. WFRTT LIE SEPTIC VI
ANDERSON DESIGN CONSULTANTS
11312 222ND AVE CT E BUCKLEY, WA 98321
SEATIIE (206) 850 -3242 TACOIA (2%) 661 -6211 EA% (206) 661 -6212
s
SYSTEM DEO
FOR: KELLY WIELMM
4654 S. 156TH ST.
TUKWILA, WA 98144
N
MOOS GUIDE HAP 655)
qt 518
S 158TH ST
S 1561H STI I
N
VICINITY MAP
NTS
APPROVED
SITE ADDRESS
4650 S. 156T11 ST.
1UKIMLA, WA 98144
PARCEL / 222304 -9014
DATE
SHEET 1 OF 5
DATE: 03 -23 -97
JOB$: 97121
RECEIVED
WY 141997
'MJC
TUKWILA
PU K6 •
CIT w
MAY 1 4197
PERMIT NEWER .
.wa.r+rnm�r� la•NN • i. .w eant•, K \:Fi..fv ^`: Y��
•
4' PVC OBSERVATION PORT V /CAP.
DRILL TVENTY (20) MIN 3/16' DIA.
HOLES IN BOTTOM 7' AND VRAP
V /FILTER FABRIC -�
WASHED
GRAVEL
SAND
9' TOTAL GRAVEL
-24' SAND
-36' MIN. /48' MAX.
12' MIN. COVER
.k).•4•:11,te% bat... VI
0
' 'I
THREE 39'
LATERALS -
12' SANDY LOAM
COVER
.�.L. 0 4
8 0 0 0 0 0 0 0 �0 0 0 0 0 00 0 0 0 0 0 8
0 0 0 8
VIEW A A
(VERTICAL SCALE EXAGGERATED FOR CLARITY)
ANDERSON DESIGN CONSULTANTS
11312 222ND AVE CT E BUCKLEY, WA 98321
SEATTLE (206) 850 -3242 TACOMA (206) 891 -6211 FAX (206) 891 -6212
44' OVERALL
40' GRAVEL
FILTER CLOTH &
DETECTION TAPE
L 2' SAND ALL
AROUND GRAVEL
40'
FILTER CLOTH &
DETECTION TAPE
(TAPE OVER EA.
LATERAL)
I' CL200 LATERAL
VIEW B B
(VERTICAL SCALE EXAGGERATED FOR CLARITY)
SUBSURFACE MOUND DETAIL
3/8' TO 1 -1/2'
WASHED GRAVEL
ASTM C -33 SAND
ON-SITE SEWAGE
DISPOSAL SYSTEM
DESIGN
0
0
I
TUKWILA
PUBLIC WORKS
FOR: KELLY WIELAND
AT: 4650 S. 156TH ST.
PARCEL #222304 -9014
�A
CL200
MANIFOLD
4' PVC VENT. DRILL TWENTY (20) MIN.
3/16' 0IA. HOLES IN BOTTOM 7' AND
VRAP V /FILTER FABRIC. INSTALL 90
DEGREE ELL VITH SLOTTED CAP AT TOP.
44' NOTES:
1. DO NOT DRIVE, PARK, PAVE
OR REMOVE SOIL FROM
DRAINFIELD AREAS
2. ALL CONSTRUCTION TO MEET
KING COUNTY HEALTH DEPT.
REQUIREMENTS
3. DRILL LAST ORIFICE OF:EACH
LATERAL AT 12 O'CLOCK.
POSITION. DRILL ALL OTHER
ORIFICES AT 6 O'CLOCK POTITION.
4. APPROX, 48 CU. YDS. OF PERMEABLE
COVER REQUIRED. ON -SITE SOIL MAY
BE USED IF IT IS SANDY LOAM
OR LOAMY SAND FROM TO 12 INCHES.
ON -SITE AND /OR IMPORTED COVER
SHALL CONTAIN LESS THAN 107.
ORGANIC CONTENT.
5. APPROX. 52 CU. YDS. OF ASTM C -33 SAND
REQUIRED. INSTALLER SHALL PROVIDE
ECE R T CERTIFICATION T 4 EETS
AS H C -33 SPECS. CITY OF TUKWILA
MAY 1 4 1997 MAY 1 it 1997
PERMIT CENTER
SHEET 2 OF 5
DATE: 03 -23 -97
JOB #: 97121
SET FOR HEIGHT
OF 400 GAL.
SET FOR 48
GAL. CYCLE -
TO DRAINFIELD
1
f:
PVC UNION
PVC CHECK VALVE
PIWP 'Al ARN'
PUMP 'ON'
NOTES:
1. PUMP REQUIREMENT: 23 GPM AT 8.3 FT TDH
2. POWER TO ALARMS MUST BE PROVIDED BY SEPARATE
CIRCUIT OTHER THAN PUMP CIRCUIT.
3. DRILL SMALL (1/8' DIA.) HOLE THROUGH DISCHARGE
PIPE WITHIN 2' OF CONNECTION TO PUMP TO PREVENT
POSSIBLE AIR LOCK IN PUMP VOLUTE.
4. INSTALLER SHALL TEST PUMPING SYSTEM PRIOR TO
CALLING DESIGNER FOR AS -BUILT INSPECTION.
INSTALLER TO SUPPLY ALL MATERIALS NECESSARY
(POWER, WATER, HOSE) FOR DESIGNER TO PERFORM
PRESSURE TEST.
PUMP 'OFF' EL, 94.8
AIDERSON DESIGN CONSULTANTS,
11312 222ND AVE CT E BUCKLEY, WA 98321
SEATTLE (206) 850 -3242 TACOMA (206) 891 -6211 FAX (206) 891 -6212
� 2' PVC
ELL
2' CL200
PVC PIPE
1100 GAL CONCRETE PUMP TANK J
625 GAL ±
EMERGENCY
STORAGE
LOCKING COVER
� HYDRUMATIC PUMP
KIDEL 0SP33
OR EQUIV.
- 4' CONCRETE BLOCKS d
4,
PUMP CHAMBER DETAIL
(HOT TO SCALE)
ON-SITE SEWAGE
DISPOSAL
SYSTEM
� SJE ELECTRICAL
. SUER SINGLE FLOAT
(TYP)
RISER TO FINISHED
GRADE
[FINISHED GRADE
•
INLET I.E. 98.8
Ar
1' +/-
1100 GAL. DUAL
COMPARTMENT
SEPTIC TANK
RECEIVED
MAY 141997
TUKWILA
PUBLIC WORKS
FOR KELLY WIELAND
AT: 4650 S. 156TH ST.
PARCEL #222304 -9014
rAr
SCREENED
BAFFLE
CITY OF
MAY 1 4 1997
PERMIT CENTER
SHEET 2 OF 5
DATE: 03 -23 -97
JOB# 97121
PRESSURE DISTRIBUTION CALCULATIONS
FOR: Kelly Wieland
SITE ADDRESS: 4650 S 156th St
NUMBER OF BEDROOMS: 4
DAILY WASTE WATER VOLUME: 480 GALLONS
SOIL TYTPE: TYPE 1
APPLICATION RATE: 1.2 GAIJDAY/S.F.
REQUIRED ABSORPTION AREA: 400 S.F.
TOTAL LATERAL FLOW
RESIDUAL
TDHu PRESSURE
2.0
23.0 GPM
TRANSPORT PIPE MANIFOLD AND LAT. STATIC
+ FRICTION LOSS + FRICTION LOSS + LIFT =
0.5 1.0 4.8
PIPE VOLUME= MANIFOLD + LATERALS
0.0 6.8 PIPE VOLUME to 6.8 GAL
, . • •
. • . • • '
LATERAL ORIFICE NO. OF 3/16" DIA.
LAT. GROUND 1" DIA CL 200 RESIDUAL LENGTH SPACING ORIFICES ORIFICE LATERAL
Ng, EL PVC PIPE I.E, PRESSURE gamma (IN FEET PER LAT, FLOW (GPM 1 FLOW (GPM1
99.9 99.6 2.0 39 3 13.0 0.59 7.67
2 99.9 99.6 2.0 39 3 13.0 0.59 7.67
3 99.9 ' 99.6 2.0 39 3 13.0 0.59 7.67
MANIFOLD SIZE = 2" CL200 PVC , RECEIVED
MANIFOLD LENGTH = 6 L.F.
TRANSPORT PIPE 'TYPE = 2 " CL200 PVC .- MAY 1 4 1997
TRANSPORT PIPE LENGTH = 43LF + 25 L.F. EQUIV. IN TANK) = 68 L.F. TUKWILA
PUBLIC WORKS
STATIC LIFT = UPPERMOST LATERAL I.E. ' PUMP OFF EL =
99.6 94.8 STATIC LIFTa 4.8
FEET
TDH 8.3
FEET
RECEIVED
CITY OF TUKWILA
MAY 1 4 1997
MIN. DOSE= PIPE VOLUME x 7
6.8 X 7 MIN. DOSE 47.5 GAL PERMIT CENTER
PUMP DOSE = 10 PER DAY 480 / 10 48 GALLON CYCLE
PUMP REQUIREMENT si 23.0 GPM Iti) 8.3 FT TDH USE HYDROMATIC MODE SP33 OR EQUIV.
.. SHEET 4 OF 5
TOTAL
HEAD
IN
M. FT.
12 40•
9
6
3
30
20
10
0 0
U.S. GPM
LPS
a �
PUMP MODEL OSP33 RPM 1750
HORSEPOWER .33 IMPELLER DIAMETER . 5 -1/8"
DISCHARGE SIZE 1 - 1/2" SOLID SIZE 518"
DESIGN OPERATING CONDITIONS OF:
GPM/ LPS FT./ M. TDH F.L. AMPS
VOLTS PHASE HERTZ
4
10
PERFORMANCE TABLE
1
20
30 I
40
2
CAPACITY FLOW
3
TOTAL DISCHARGE HEAD : FEET
: METERS
FLOW : U.S. GALLONS / MINUTE
: LITERS /SECOND
6
1.8
2.4
59
3.7
56
3.5
8 12 16 18
3.6
48
3.0
4.9
40
2.5
5.5
35
2.2
20
6.1
30
1.9
22
6.7
24
7.3
25
7.6
4
.25
22
1.4
12
.75
I 50
60 I
FICEJVED
MAY 1 4 1991
TI WWII A
P1 I 1
HYDRO AT C C 1" �"
PUMPS
70
RECEIVED
CITY OF TUKWILA
MAY 141997
' (.)1-IKb RMIT CENT
AURORA PU
A UNIT OM GENERAL 5IGNAL
PERFORMANCE CURVE
OSP 33
AMPS FOR
1/60/ 115
8
7
6
5
TO:
FROM:
DATE:
SUBJECT:
City of Tukwila
Department of Public Works
JJS /sal
Permit Center
NOTIFICATION OF UTILITY PERMIT ACTION
Public Works Engineering
April 28, 1997
Wieland New SFR
4650 South 156th Street
Permit No.: D97 -0120
Contact Person: Kelly Wieland
Phone: (206) 248 -3524
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 28,1997:
CF: Development File (with copy of application and plans)
PW Utilities Inspector (with copy of application and plans)
PERMIT FEE
Storm Drainage $25.00
Access $25.00
TOTAL: $50.00
Ross A. Earnst, P. E., Director
Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the
permit file.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 43.10179 • Fax (206) 431
Project Name:
H61 y (,),e 1644
Address:
Next /-0 1 /65 -1 / S, 1.56 Sfi�eef (My awe' / aJd/ess)
Residential Building Permit Number:
1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used):
El I. ❑II ❑Ill. ❑IV. ❑v. ❑vl. ❑VII.
❑ VIII.
2. House Square Footage (HSqFt)
g Oli Sqi ve $eel
3. Heating System installed, (check system type below):
❑ a. Electric Resistance /21 BTU /h per sq. ft.
❑ b. Electric (forced air) /24 BTU /h per sq. ft.
tgi c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft.
4. Equipment:
a. Make LennOX
b. Model G 2.0Q3 ._ 75
c. Size in BTU's 75
5. Calculation /(HSqFt) .2 . (see line 2 above)
} IDU/
BTU /h X 27 (see line 3 a, b, or c above)
.56,R08 BTU Equipment Maximum Size
7/9/96
CITY C TUKWILA
Permit Cehter
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
Prescriptive Heating System Sizing for
Single Family Homes - New Construction
Washington State Energy Code Chapter 9, Climate Zone 1
PERMIT APPLICATION #:
IW
H -6
Applicant's Signature:
Date:
py _/0 --
CITY OF TUKWILA
APR 1 1 1997
PERMIT Oir.NTER
PART A: (TO BE COMPLETED BY APPLICANT)
Owner Name:
Address:
Phone:
Agent / Contact Person:
Phone:
[Id
11
X
6. Area is served by:
Residential Building Permit
Short Subdivision
Commercial/Industrial Building Permit
4. Vehicular distance from nearest hydrant to:
Fire Marshall
Insurance Underwriter
Owner /Agent's Signature: I
City of Tukwila
KELLY WIELAND
4654 S 156 TUKWILA
248 -3524
ALBERT WIELAND
248 -3524
2. This certificate is submitted as part of an application for:
3. Estimated number of service connections and meter size(s):
II
CERTIFICATE OF WATER AVAILABILITY
PROJECT# pql -o(0
Site Address (Attach map and legal description showing hydrant location & size of main:
LJ(n 5Q 5 i 5 ( 54- - 4654-S-1-56m, TUKWILA WA 98188
6"/8" DI WATERMAnv HYDRANT +- 10' SEE ATTACHED MAP
HIGHLINE WATER DISTRICT
(Utility)
Preliminary Plat
Rezone
Other
5. Minimum needs of development for fire flows: 1000 gpm at a residual pressure of 20 psi.
Developer's Engineer 1 1 1 City 1
Utility 1 1 Other 1
Date:
RgvtIW
CITY OF TUKWILA
(Reverse side to be completed by water utility and governing jurisdiction) APR 1 1 1997
PERMIT CENTER
PART B: (TO BE COMPLETED BY WATER UTILITY)
1. This proposed project is located within
2. Improvements required to upgrade the water system to bring it into compliance with the utilities'
comprehensive plan or to meet the minimum flow requirements of the project before connection:
3. Based upon the improvements listed above, water can be provided and will be available at the site with a
residual pressure of 20 psi at 1000 gpm for a duration of 2 hours at a velocity of
I hereby certify that the above information is true and correct.
HIGHLINE WATER DISTRICT 824 -0375
Agency
PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION)
1. Water Availability - Check one:
10 fps as documented by the attached calculations.
Acceptable service can be provided to this project.
Acceptable service cannot be provided to this project unless the improvements listed in Item
Item #C2 are met.
System is not capable of providing service to this project.
2. Minimum water system improvements: (At least equal to B2 above)
Agency
Phone
TUKWILA / KING
(City/County)
Phone
/06--t-d
By: KEITH HARRIS
By
10/10/96
Date
Date
•
Structural Cabs for: Customer :Affordable Custom Homes 04/07/1997 by E. C. Robison
Structural Calculations
Customer:
Design per 1994 Uniform Building Code :Occupant'
Wind Loading
Wind speed mph
stag. press. Qs
Basic wind pressure (psf)
Design wind loads
Component
Walls
Wall (windward)
Wall elements
roof out,20 -25'
roof in 20 -25'
up eaves /ridge
low eaves /ridge
roof elements
roof uplift
Seismic loads
Wall <15'
Wall 15.20'
Roof 20 -25'
Total wind shear
:Affordable Custom Homes
C9
16.4
1
80
0.8
1.2
Zone
vertical shear coeff. v = ZIC /Rw =
Building wt Area
roof Upper
2nd floor
2nd floor walls
lower rf & deck
Shear to 1st floor walls
Component Designs
Walls
2nd floor walls
3
1653
1440
294
526
45
45
Roof 15' -20' 44.07
36.87
exposure:
expos. coeff. Ce'
Rw =
Transverse loading
10.2
Des. pres. (psf)
P = CeCq(Qs)lw
13.2
8.1
10.6 total
3.3 total
8.3
wt /sf psi W =A'psf
4.22
0.257 to left end
0.243 to right end
Plan Number 020797
0 -15 ft
leeward, Co
30.7: outward
27.5 outward
0.62
13.2_
12.2`• inward /outward
Roof windload = Leeward + windward = 0.9 + 0.3 = 1.2
13.2 outward /inwar
0.10 total wt (Ibs)
8
10.0: 16527
15.0• 21600
60.0: 17640
10.0 5261
270
90
3' 132
156
R3
15-20 ft
upper roof sloi
lower roof sloj
15.20 ft
C = (assumed)
Design shear (lbs)
V =v'W
wind Id psi
Vr =
0.67
14.3
.5
9.8
0
28.3
25.4
12.2
1704
1819
543
5751
13.2
14.3
14.3
15.4
20.25 ft
rise
20-25 ft
P (psf _
vertical
vertical
vertical
vertical
vertical
0.72
15.4
2.75
any direction
2228; any direction
any direction
any direction
any direction
total . Trib load to to of walls
total
3569
1286
1889
2388
6704
1723
1629
25 -30 ft
run
25.30 ft
lbs
0.76
12
12
16.2
1
4.1
1.3
11.8
10.6
5.1
1=
1784
643
1889
2388
6704
Method 1
horizontal
horizontal
horizontal
horizontal
horizontal
1
page
wind governs
EY PIR8S:
/5/
RECEIVED
CITY OF TUKWILA
APR 1 1 1997
PEF MIT CENTER
Structural Calcs for: OuotomenA#ondoble Custom Homes 0407/1997 by E. C. Robison
50% to centerlin wails c = 3352;
Roof diaphragm
use 7/16 rated sheathing with 15g staples @ (in 6" edges 6" other panel edges
SHEAR LOAD CAPACITY OF FLOORS/ROOFS PER NER-272 TBL #III, WALLS PER NER-272 TABLE #X
shearwall Rt (ft)
wall length~
provided wall
PERF. WALL FACTOR, Y/0 SOLID ~ 38
TABLE VALUE =
shearwall Lt (ft)
wall length =
provided wall
32
allowable capacity =
load/If= Lr/w=
1 2 req'd cap'ty, S
32
345
147
openings
7/16 STRUCTURAL 1 OSB One Side
SPEC RED=
provided cap.
32'openings
PERF. WALL FACTOR, 0 /0 SOLID =1 62
TABLE VALUE =
all. loud (1bU1)
wall anchors
DL resistance
shearwall Center (ft)
wall length =
provided wall
TABLE VALUE =
wall anchors
length (L)
230 RED=
driving moment =LW'S = DM
resisting arm = LA =
DL`0.5•102 = RDL
provided anchor at each end
anchor load = DM'(HDL+RS)/LA
1/2 gypboard both sides
PERF, WALL FACTOR, 0 /0 SOLID = 88%
length (L)
32:openings
DL resistance iDL^0.5"102 = RDL
138:pnmidod cap.
DL(01) ~
230i SPEC RED=
resisting arm = LA =
162' provided cap.
DL<p8~
G4
160
136
20
unblocked
~185^0.82
lb/ft = V/Lt
OPENING HT/WALL HT=
Right endwall
0.82;ADJ. ALL. 147'
1765;|ba shear resistance
12'
OPENING HT/WALL HT
0.82' ADJ. ALL. 138
2754 shear resistance
Right endwall Left endwall
12 2O/t
13033' 13784'1b'M
32 32 . f t
40$60: 40960 lb-ft
80
'873
none required @ ends
120
4
OPENING HTIWALL HT
0.82
4541
28 f t
32 '/t
40960.1b-ft
80:
80:
-849i lb
6d coolers @ 7'
ADJ. ALL. 162
lbs shear resistance
page
0.03375 COEF.=
0.5 COEF.=
0.83375' COEF.= 0.86
,` �
Structural Calcs for: Custorner:Affordable Custom Homes 04/07/1997 by E. C. Robison
Longitudinal h�m
shear
Wall *15'
Wall 15-20'
Roof 15''20y
Roof 20-25'
Length
31.11
' 10.13
front m}dewmU
shear wall (ft)
wall length =
provided wall
'TABLE VALUE =
all. load (Ib8f)
wall anchors
Rear m|dmwoU
shear wall VV
wall length =
provided wall
wall anchors
,provided anchor at each end
DL resistance
32
TABLE VALUE =
all. load (Ib/lf)
anchor load = DM-(RDL+RS)/LA -442 lb
Height (ft)
6
27.75'roq'd capacity
45' openings
7/16 STRUCTURAL I OSB ONE SIDE
PERFVVALLFACTOR.Y/0SOL|D~ 82%
230. SPEC RED=
length (L)
driving moment ~L^Y^8~ DM
resisting arm = LA =
length (L)
driving moment
resisting arm = LA =
DL^O.5•K^2 ~ RDL
Area (SF)
143 provided cap.
170 provided cap.
192
2 64
•
•
7/16 STRUCTURAL I OSB ONE SIDE
~L•V•8 = DM
none required @ ends
Wind load
psf
13.2
14.3
3 93! 14.3' 1333
4.22 43' 15.4 656
'50% to front and rear midm*aUn
67
17.25
OPENING HT/WALL HT~
FRONT WALL
anchor load = DM-(RDL+F1S)/LA -3270 lb
85:mq'd capacity : 53
45 openings 10
PERFVYALLFACTOR,9/0SOLD~ 7896: OPENING HT/WALL HT~
23O SPEC RED= O.$2' ADJ. ALL.
5941
FRONT WALL
27.75:f t
35
14862
45
162000
anchor load = DM-(RDL+RS)/LA -3270
Total load Load to roof diaphragm
AWL •
lb/ft
14882i|b'h
lb/ft
f t
lb-ft
It
lb-ft
|U
2538
914
3878: shear resistance
46f t DL(plf)~
lbs shear resistance
1/2 wall load + roof wind load
DL(lf) =
1269
457
1333
656
total 3715
1858
0.83375
0.82 ADJ. ALL. 143
page
COEF.=
0.5 COEF.=
170 �
160
160
0.76
0.9
Structural Calcs
�� '� Roof uplift
2nd Floor Uplift
transverse wall
Total wind shear
:Location
rafters
tor: Customer:Affordable Custom Homes 04/07/1997 by E. C. Robison
roofdeadlood
Design uplift at wall
Lateral Forces to 1st floor walls
Units A and E\ 1st floor, left segment
Shear
:Length :Height (ft)
transverse roof 4.33
from 2nd floor 45
Load distribution
shearwall R1 (fty
wall length~
provided wall
PERF WALL FACTOR, q/0 SOLID = 47%
TABLE VALUE = 445 SPEC RED=
all. load (1b/10
ohao,wuU Lt (ft)
wall length =
provided wall
Design as Individual panels
TABLE VALUE =
all. Nod (
wall anchors
DL resistance
48
uplift (psf) width (ft)
8.
9
1.8
0.257 to left end
0.243 to right end
Area (SF)
50% to nemmnlIn walls
7/16 STRUCTURAL I OSB One Side
length (L)
DL•0\5^U^2 = RDL
201 provided cap.
7/16 STRUCTURAL I OSB one side
590: SPEC RED=
resisting arm = LA =
484 provided cap.
DL(plf)
1G
20.5
432
driving moment ~L*/^D~ DM
uplift/If
Total load
percent of load from 2nd flr
N~
r~
132.2
102.5
29.7
5710
103
9131
17
OPENING HTNVALL HT =
0.82
3010
444 Ib/tt = V/Lt
25
0.82
3387
Right endwall
1
23502
32
102400
200
anchor capacity (lbs)
H2.5
use - H2.5 anchors every other truss end
Load to floor diaphragm
1/2 wall load + 2nd floor load + roof
2855
9181
3107:
2938
6045
lb/ft = V/Lt
ADJ. ALL. 201
om shear resistance
ADJ. AU— U�
lbm shear resistance
Left corners
103
• 120SO
76%.
2.67
Left center
415
0.83375
1.67
9481 6980|b'/t
2.67 1.67
712.89 278.U9
DOO 200.
Page 7 06.1
calc.
13.95
wind governs
f t
f t
COEF.=
lb-ft
4
0.55
Structural Calcs for: Customer:Affordable Custom Homes 04/07/1997 by E. C., Robison
. i provided anchor at • each end
shearwall Center (ft)
TABLE VALUE =
all. load (Ib /If)
wall anchors
wall length .= 3 2 openings
provided wall 1/2 gypboard both sides
PERF. WALL FACTOR, % SOLID =
L resistance
anchor load = DM- (RDL +RS) /LA -2466
length (L)
driving moment
resisting arm = LA =
DL'0.5'IfA2 = RDL
provided anchor at each end
28.83
req'd cap'ty, S
250 SPEC RED =
250 provided cap.
=L'V'8 = DM
DL (pit)_. •
anchor load = DM- (RDL +RS) /LA
OPENING HT/WALL HT =
Right endwall
28.83
48359
81920
-1049
lb /ft = V /Lt
5d coolers @
lb -f t
lb -ft
3284`• 3384
HPAHD22 HPAHD22
ADJ. ALL. 250
COEF.=
Ibs /bolt ._
wind Inca
total all. =
max bolt spacing=
1:33
, • .
Structural Calcs for: Customer:Affordable Custom Homes
Beams and Headers
Location
Roof
Floor
roof load comb DL+LL =
2nd floor
Center beam
•. ,garage
6x12 #2 Doug-Fir
Front beam
@ Garage
Porch beam
@ Back
roof
roof
roof
roof:
DL+SL =
maxi type
Hem-Fir
length (ft)
L = 2nd fl LL =
11.25
11.25
dimensions width
19.75:
19.75
12
dimensions width
31
40
5.125
0
3.5
LL (pp!)
psf
psf
E (psi) =
joists (E)
trib. area (ft) M (LL) ft-lb
dimensions width depth
16
40
40
16 10125
0.
DL (psf)
V (LL) lb
depth I (inA4)
10.5: .
length (ft) trib. area (ft) M (LL) ft-lb V (LL) lb
5 6095
3.5 11.875
LL = 50
length (ft) trib. area (ft) M (LL) ft-lb
7 6300
dimensions width depth I (inA4)
Porch beam length (ft) trib. area (WM (LL) ft-lb V (LL) lb
@ Back 10.5: 2 1378
depth
0
7.25
I (in^4)
V (LL) lb
I (InA4)
04/07/1997 by E. C. Robison
15
20
Controlling load comb.
1.108+6
1.30e+6
3040
494
3. 5851 1066
1111
1772
5.5 11.25 653
465
111
Conc. load (Ibs) Wind load (psf) Snow load (psf)
Fv all. (psi)
Fb all. (psi)
M (DL) ft-lb
fb (psi)
DL= 10
M (DL) ft-lb
fb (psi)
M (DL) ft-lb
fb (psi)
5062
782
276
647
Duration factor'
= 2nd fl + ceiling (psf)
✓ (DL) lb
70
875
1520
0: 0
fv (psi)
1935:
M (DL) ft-lb V (DL) lb
2925: 533
3657 666
fb (psi) : fv (psi)
488: 2703: 122
✓ (DL) lb
127
1260: 354
0
0
fv (psi)
✓ (DL) lb
fv (psi)
0
52
33
dell. (In)
E (psi)
dell. (in)
E (psi)
defl. (in)
E (psi) =
defl. (In)
1.6
25
1.15
8
1006
20
0.47
0.25
0.25
page
size factor
2x6
1
1500000
defl/span'240
0.829
1600000
defl/span'240
1308: 1050
1.686:
1200000:
defl/span•240:
0.417:
1200000
defl/span*240
0.469
2x8:
1.2
Lot Number /Letter
Parcel No. (10 Digits)
Street Address
Current
Sq. feet /Acreage
Proposed
Sq. Feet /Acreage
`I
•
Z: Z Z 3 n4
Z S .`.2. U..
•
>9 U C 1
{::
LI 654-A s. 15(.1%-1 — TUKWILLA
IFL. t•44 11\c.,
'.< .7_5S 1>c. .
Iii
SkMC:.
2 -3S N c..
0.5i AL .
• ,;Submit Application, Plot Plan
APPLICATION FOR
HEALTH DEPARTMENT
REVIEW OF BOUNDARY LINE
ADJUSTMENT OR REZONE
North and East King County Areas South Icing County Areas
Eastgate District Health Center - (206) 296 -4932 Alder Square District Health Center - (206) 296 -4708
14350 SE Eastgate Way - Bellevue, WA 98007 1404 Central Avenue, Suite 101 - Kent, WA 98032
NOTE: This application is for review of property not served by public sewer. Complete the following and submit with
applicable fee. 0$120.00 plus $40.00 per lot - Step 1 (Pre - Application) N$120.00 plus $60.00 per lot - Step 2 (Final)
Boundary Linc Adjustment ..134 Rezone ❑
Check Appropriate Box:
Property Information:
Agent -
ANOt; ?X)N Dt:AO.) Ci.) tvS ul.�ll►vSS
and 0 Required Documents in Triplicate to the Appropriate District Health Center)
SEATTLE -ICING COUNTY
DEPARTMENT OF PUBLIC HEALTH
ENVIRONMENTAL HEALTII SERVICES
Owner ��t -�'- w Street Address 146 (4 ' I
The Following Information Must be Provided: Attach a Route /Direction Map for
Water Supply: (Complete Section 1 or 2 below) Locating the Property
Section 1. %Public Water Supply (Name) 1 DIS1\ \ L1
D.O.H. Public Water Supply 1.D. Number
Source of water is located on Parcel Il l I/A I I I I I I I I I
Status: Is the water system in compliance with all applicable laws, sampling requirements, etc.? 14Y ON
Section 2.. ❑ Individual Wells (Minimum lot size for utilizing an individual well is 5 acres unless the lot was created prior to
5/18/72)
❑ Well covenant(s) /restrictive covenant(s)
❑ Well(s) installed (documentation attached)
Sewage Disposal:
Include the Following:
• A map page /plot plan of all affected parcels indicating a north arrow and drawn to scale;
1. Dimensions of lots- identify parcels as lot A, Lot B, etc. so as to match legal descriptions;
2. Existing and proposed lot lines - dashed and highlighted for existing lot lines that are being adjusted and solid fol
proposed new lines;
3. Location of roads, and existing or proposed easements and /or restrictions;
4. Existing structures and distance(s) to property lines;
5. Location of wells, water lines, surface waters, drainage features, 100 year floodplain, floodways;
6. Accurate location of existing on -site sewage systems (e.g. septic tank, pump tank, drainfield, mound system,
sand filter, 100% reserve area)
• Soil log information (for undeveloped lots) including profile descriptions from a minimum of 3 soil log holes per lot per
K.C.B.O.H., Title 13. This information to be documented by a K.C. Certified Designer or a Professional Engineer (P.E.),
NOTE: A separate site design may be necessary to demonstrate sufficient ; oom is present for drainfield and reserve area.
NOTE: In addition to the above, the following must be indicated for lots with existing homes:
• Is the existing sewage system functioning properly? bit Y ON
• Is there an adequate reserve area identified for future sewage system repair /replacement? `• Y ON
• Are sewage system horizontal setback requirements met? (e.g. surface water, wells, etc.) 54 Y ON
I hereby certify that the information • in this a' at in 's a true and accurate representation of the existing conditions on
the subject property. /�
Signature of Owner /Agen A e '-.7. I Date i(
Name of Certified Designer/P F '-L'c •V-' ( A nA6 . 0 J K.C.I.D. /1 000
Signature of Certified Designer /P E
For Health Department Use Only
Approved ❑ Disapproved
/4"//-q(. Pre -App
Date
cation Review (Step 1)
ep Oe 4L. l)
1-I. Speoilist
Comments /Conditions:
Any person aggrieved by any decision or final order of the Health Officer may
make written application for appeal to the King County Board of Sewage
Review. Appeals must be filed within sixty (60) days of receipt of the decision
or order.
Date Received
IR EC:ETV E :r)
OCT 2 0 1996
ALDER SwlJAF
Activity Numher
H S (.) " l ('
Health Dept. Use Only
City -Zip Code 1-U 1( 0 t4--._N - 9614y Daytime Phone
Street Address tI -0- Z -Z.Nn NJL CS E
City Code 1UC.1Ct - C`i — 913 \ Daytime Phone
?final Review (Ste. 2)
j:sewage/misc /bndry7.I8•July 18, 1996
5L15 -6iI$
PE#
Date l Oil 5 /`I6
s ict Supervisor
!„,•
.10
DEPARTMENT OF LABOR AND INDUSTRIES
. k25•06 - 0000. 92)
:•• • •• • •• • • • •••• • • ••
,
, •
RECEIVED
CITY OF TUKWILA
APR 11 1997
PERMIT CENTER
Proposed , •-•__— 5,
47 '
2.7'1 Drnewoy 32' FHwseed
II I
L t ,Oaunspout OouCC_n ll
I SidevnlP I
Erel
Downspout Orals
RICO of struaure
but need 0572 rn
7
FIGURE 10-11
rael
Der- DI 2b
No- 0036
f NydN
v - 6
h
RECEIVED
CITY OF TUKWILA
APR 1 1 1997
PERMIT CENTER
Proposed Power Will Come
, Prom Overhead
Site San
375.0O'±
SEPARATE PERMIT
REQUIRED FOR:
3
&
LS PIPING
CITY OF TUKWILA
BUILDING DIVISION
FILE COPY
1 0 , 3 3 1 , : • ' 71 C . , rIm --
sC;c! lo c cnd omissions L'..1 - I cf
plc -c Coo, nct enthral= the violation of m y
aeoptod code or oi1.00. Hornig of contractors
copy of approved 01111!C
Date /1 v /n
Patent No. d /-ti - ciao
REVISIONS
NO CHANGES SHALL BE MADE TO
THE SCOPE OF WORK WITHOUT PRIOR
APPROVAL OF TUKWILA BUILDING DIVISION.
NOTE: AMMONS WILL PEW. A NEW PLAN Sumurr,
ANO my INCLUDE AmmouAL PAN , -,, v 5.
O
Lowest Floor Eleva+ -ion =102.0 Parcel Number: 222304 9014 - 05
Legal Description: T h e west 5q.3s , r,>^ii,e south,,est cjugrter of the
Nor+hagst Quar ±e of i e Southeost Quarter, Section 22,
7owng p 23 North,
,.9 l � 4 Gust 4J.M. in MMinq County,
NO TI Washington; EXCE=PT that poriion condemned for State
Highway pursuant' 70 Aina Cooed/ Superior Cour - / - Cause
No. 656806; And Excepl that portion conveyed for
Scale =30' �' R;ght
of- Way purposes to the C ii - y of TcMwi/a by deed
recorded under Recording No 8803290736.
Property Lines
1397- QIZO
C aY
P IW Y
•
cITYOF dA
APR 1 �1 1997
P,AmfTnENTEe
Proposed: Power Wi II ' Come
_ 4'rem Overhead
Proposed Water -._ _�
x7' - Driveway i 32 =.
ltr aro
—3d
I / , e awrtspast r coon
srdewnln
IT 3' ..
NO 71-I
48'-
Proposed
_
5cale:Yr =30'
.>, TM Downspout Poole — —
Lowest Floor Eleva+ - ion 0
--fir 2 0 -
- - 7
Slope
Sife p /Qn
Pint
���y
37500''_
rl
X90.0.2
Parcel Numl7f3r: 22230 9014 -08
f _ i
Legal Desc 'ipflon: rho west 5q,32 pem• of the southwest quarter of the
, Northeast Quarte,' of the Southeast (*uarter Section 22,
- Tow2sh /'p ,2.3 : North, Bon 'cam. 4 was# L4). M, t In /' in County,
Washinton; EXCEPT that portip p condemned for State
f l Highwa pursuant to J'hiny County Superior Court Cause
No. , 656SO(o; And Except that portion conveyed for
Right_ of Way_purposes to the_ City oF_ /Swila by deed _
1 recorded under Recording iya 8803 907340.
Property Ines
Those plans have bee nlreviewed by the Public
Works Department tar conformance with current
City standards. Acceptance is subject to errors
and cm steno witch do not authorize violations-of
, ad
opted standares or ordinanc s', The rosponsibilily
forpthe adequacy of the design rests totally with
the designer. Additions, dele ions or revisions to
-these drawing! after flat) ac -date will void this 1
eptance an - . ill requirg a resu m
_isal of I
re' drawing
s for subsequent approvui
Fi al acceptance is subject tq field inspect on by
tho Puuhc Worlcs utilities inspector
Date / l BY :—
f S (3 R7 c,_,_„
,047 - '.
A -CCE aeel
_J,
RIGHT ELEVATION 1/8"
Plan Number
EXPIRES: 4 / 5/
.5'7T1211Cillie219- RECEIV
1.9
CITYOF TUKWILA
CoNTRAC
t 1 rc
ijit:?1°; E -. 00ND : 11 7 -10,49:0- -- :4 7 0140
COPYRIGHT @
12
• Le3! Fights To Materi, ! Or This E-1 - Sji Frosecution.
1
fln
Pq7-0120
LEFT ELEVATION 1/8"
.
'CT11CtOr Note - All dimensions Pholl 13e CheekeJ And Verified Prior To Construction.
II M
I z
REAR ELEVATION 1/8"
WIND SPEED: ao mph 1 1
SEISMIC ZONE: 3
WIND EXPOSURE.: 5
OCCUPANCY: R3/111
CANE DESIGN INC. I-4A5 TAKEN EVERY EFFORT
TO INSURE THE ACCURACY OF T1-4E ATTACHED II
DRAWINGS, HOWEVER IT IS THE R..E.E-,ONSLITY
OF ; CONTRACTOR
CQNTRACTO O C;-4ECK AND VE.RIFY
ALL DIMENSIONS- AND CONDITION'S FRIOfQ TO
C.-
HOUSE NUMBER OR ADDRESS TO BE 11
POSTED AND PLAINLY VISIBLE FROM I
STREET FRONTING STRUCTURE
5UILDER SHALL FROvIDE THREE MONTH ETCHED
11 TRACK RADON MONITER WITH INSTILLATION
INSTRUCTIONS AND RADON INFORMATION SHEETS
11 AT FINAL INSPECTION
. ,
NOTE: .
L ALL FLC:OR JOIST TO BE .2X t''
OR .e..EEFC re 16 'o.c. 'JN.O.
2. eizEicc.-11 NOT TO EXCE.W
Es' -0'0.c. PER SEC. 2306,1 '
U.B.G.
3. cFerAtu. SPACE TO PROVIDE
MIN. 12 CILRL SOIL TO SEAMS,
MN. IS' Ol,...R., SOH. TO FLOOR
.CIS' rtrICAL.
Date
e%41 •
tiNO
' • '•=1, l0-1;3=‘04-Vgilf•'.
'•• • '•
• ••••• •
Plan Number
020797
l'-e-r-r!gri. Inc. Reserves All Legal Rights To Material On This Sheet - Sui)ject To Criccinal Prosecution.
h aLt i di a
1 0/ (-70 4
kr-i,A21
VI7- I 10
A
ii
,// "
r
'2...4.G"
1-
' litr11::TrIza
' 4,Yorifi66i'Prior Tr? conet.:rycir)r1 ri
I
— p
...14,031C211
c..6
10.4 ( ..0
FOUNDATION PLAN 1/4"
LC
j Cf."-
I I
4",tcr /
. Al cle73 to de
6x5° 01 4'2 or 6x6' OFSI
(2s6' studwalls)
unless otherwise noted.
* All exterior (4 garage warm
walls to be 2x6" studs,
• Contractor shall check and
verity all dimensions prior
to construction.
* See sheets S-I through 5-4
for construction and nailing
specifications.
. All Lo7.erior walls over 5'0'
refer to typ. inter, wall
sheet 5-3-
. gutters 4 downspouts to be
provided as required by code.
* Dbl . joist under all parallel
walls (If over 5'0" or 6'0"
that do not stack over walls
below or special beams) and
nail together yith a 16d at
12' o.c. staggering between
members.
* All bolts must extend 3/4'
min. above double or single
muds ills for washers and nuts.
NOTE:
F.-E.FeIR. TO SHEET 5-34 FOR
NumeERED R.EFERNCE.
GENERAL NOTES
EXPIRES: 4 / 5/ ??
5 TRUCI - V62/5 1 L----
Komier Plano t-e,00-64,8-5421 copyKatitr
RECEIVED
CITY OF TUKWILA
cANPR 1 19e7
; :
NOTE:
REFER TO SHEET S-34 FOR
IsiLINESEReD REFERNICE.
k=r-451. TO $1= al 5- 4 FOR
Crane Design, inc. Reserves All Legal Rights To Material On This Sheet - Sullect To Criminal Prosecution,
7
I
I I
bq7-012.0
4
A
/ -1 I
17 G42- vi
("111,3.i
GARAGE
L..
'Contractor Note - All dimensions Shall [3e Checked And Verified Prior To Construction.
I) CH
CD,
Li
0 II ove-A7
, fri 2 1.-441t.: - . 4_4
--rE> .
MAIN FLOOR PLAN 1/4"
DEN/OFFICE
FAMILY
4.4.V-2
`1r P1Fri
( —1.117 11 L
I . P2-I
11t, - 1111 , . 1454-71
ij
0
e
To Reorder Flans 1. 600-84E5-5421
GENERAL NOTES
* All headers to be
6x6" OF F2 or 6x6" DF#1
(2x6" atudwalis)
unless otherwise noted.
• All exterior & garage warm
walls to be 2x6" studs.
• Contractor shall check and
verify all dimensions prior
to construction.
* See sheets 5-1 through S-4
for construction and nailing
specifications.
* Ail interior walls over 5'0"
refer to typ. inter. wall
sheet 5-3.
* Gutters & downspouts to be
provided as required by code.
• Dbl. joist under all parallel
walls (If over 5'0" or 6
that do not stack over walls
below or special beams) and
nail together with a 16d at
12° o.c. staggering between
members.
* All bolts must extend 3/4"
min, above double or single
mudsills for washers and nuts.
I. ALLEXTERIOR DOORS. TO 3E.
f' L44 x UJIDE(MINJ
UNLESS NOTED OTI-ERUJISE
2. ETERIOR DOORS TO HAVE MAX.
"Ilil'IRISER • si LIJIT14 MIN 36'
.DE^EP LANOINC.- SEC.
1004.10 U.3.C.
3. PROVIDE FiRESTOPS ALL
coNceAL.F.D DRAFT OPENINGS
PER SEC. 108 1.1.5,C.
4. ALL 54401E R ENCLOSEURE
To OPEN OUT IN Nor ELIO(Nrs
TO 5e 6.4FTY C11,A..98.
t7. Pfrc.OvIDE ''OST OR iV CONC..
OLJIM TO FiROTET HOT WATER
HEATER 4 NIti!4Ac4 MOM
v'EHICLES.' .
WIRES: 4f6/ C re/ I
5-my c
RECEIVED
CITY OF TUKWI
APR 1119
PERMIT CENTE
„ kir I ".
t_ I 4.1)
LI
Ali 1?,Ights Motr-r-01 ett-; - i.tt; ea. 'to (,t i1 r,P(J01
4 9/
"
/4-0124 UP
PER FLOOR FRAMING
J1 411IN Ett fc
J tIi
• . • • s.=44==14,:=40.,
3. ALL e-e,Ame, ABOVE PLAT TO
HAVE MFG MTL. HANCxER.S.
NOTEra
ALL FLOOR JOIST TO E
UNLEtie5 OT4ERW13E
2. bOL.IC.' rLOcKI NOT TO EXCEED
10 FER sec. 2326,6,17
,
KY
RECEIVED
=TOP TUKWILA
APR 1 1 1907
P MITCNTER
I
,
Crane Design, Inc. Reserves All Legal Rights To Material On This Sheet. - Subject To Criminal Frosecution.
_
097-0120
rjorrtractor Note All dimensions Shall De Checked And Verified Prior To Construction.
' 4
BEDROOM # 3
"
KITCHEN
AIN FLOOR PLAN 1/4"
SMOKE DETECTOR
SMOKE ETECTORS TO E TALL N ALL -44lT,4L OOM. ALONO-. I.U1T1-4
DETECTORS CENTRALLT' LOCATED ON ALL
FLOORS. t WIRED 4 0`4
WITH BATTER,' EACK-UP
C_T;(
1 .kJ/
Ig
LIVING
'
DINING
1_4
c
NOTE:
REFER TO EEET 34 FOR
NUMBERED REFERNC E.
( 1
TO S)-ET 5- FOR
order Flans 1-000-040-b421
GENERAL NOTES
• All headers to be
6xS" DF 42 or 6x6" DFF1
(2x6" stadwalls)
unless otherwise noted.
• All exterior & garage warm
walls to be 2x6" studs.
Contractor shall check and
verify all dimensions prior
to construction.
• See sheets S-1 through 5-4
for construction and nailing
specifications.
• All interior walls 076r 3'0"
refer totyp. inter. wall
sheet s3
. Gutters & downspouts to be
provided as required by code.
* obi. joist under all parallel
walls (If over 5'0" or 6'0"
that do not stack over walls
below or special beams) and
nail together with a 16d at
members. staggering between
All bolts must extend 3/4"
min. above double or single
mudsills for washers and nuts.
I. ALL:EXTERIOR DOORS TO EE.
x 3"--CY U.11(MIN)
UNLESS NOTED OTi-ERWISE
2. Ei*TERIOR DOGS TO ■-4AVE MAX.
.11/21RISER 44 STEPS U.,1111 IN. 36'
DEEP LANDINC.• P.ER. SEC.
1004.10 UPC.
3. ROADE FfRESTOPS a ALL
CCNCALO DRAFT oFENINcis
PER E C. 108
1 1 4. ALL SHOWIER ENCLOSEURE DR.
1 TO OP9.-.4 CUT IN NOT &LIMN*:
E SAF - 7 - T (54...,465.
°S. PROVIDE Sx POST OR S' CONC.:
CUR TO PROTECT i-40T WATER
- EATER 4 FURNACE PRO1I
.-CCAT1eD+N
KITC:4=2.44 FAN
1641 FAN:
(.1.;40La i4CLISE FAN
(chzaamvm)
65 FAN tun
. 24 ■40.,IR. TRIER S&2TC14 icrr tU14"
AND UNDERCUT DCCO4 F.2142 AIR
PA65.4€6
`11N1M2 26 lila.
1046.!
Sa.,`74
50("t
o 12°K,7 (1-3 baciroorns)
/300S4•1 i.lactra--erns)
C) 4466C 4 t,edroorne)
o:,140 ("6 ire:le-rooms)
k f )
i , i r 1
,,.= L)v11.4ca AREA
_-__-----______------------__________
0-4c-Z
,,,"''l 4_ 4' ) 4: 1 - IC - „ - , ,,f, MAN FLooR.: ; _ 4 i:, . 7 0
FLOOR
LOWER. FLOOR:
y7 7 / 9 ,,,, TOTAL: , 4;'
CtIARA6E, itt
0 . TORAi"--1,
) 7 4 ', 0.46
11E4=
- ---WzE-scfm ENE,G9 copF
orrM
orA - 10.LIVOS. APR ii 1997
- nem4, PFLIE -
Fpyi cr eMg
v r ,
PERMIT CNTER
ES
Ls)
H
dl
dl
'i'ane• hic, Re.oetve.., All Leg hts To Material On Th Sheet. Suhect le Crirriirial Frosecution.
C116 Atiei Veelfiez.4 j1#4,.## 1,1
0
ri
<
Dqs170,h12„c
ROOF FRAMING PLAN 1I4 "
:
- V ortki'vv #rv;
TRU6S Nart= 5
awAti CAMAY I 8#TAMim I Se
fbiatALLar) 4 IERACEO TO MME.
SPECS.
WILL NOT ME MELP ALTpfer)
comtouT PIVOIROUILM140 CPT.
AMMROML E4401ISIEEMI4G CALO5.
PALL HAVE PEAIM$4 rATAILE 4
OMXIIIINOM
ON.PITE POO PIELP
11.4 .c .41614 . '
. ,
ALL MEAtle#4 4 e TO t OKM
OM EEtttotoo.
pstoviow scoigNait5 riLockft4o Ovak
434.4FMORTO#
awAoep Afe *;PRtrig oveR
52OF NO 4
tlAl*RIAL, 41,x;r1
/ I
CA/F-14144NCi3
! • 4.„ 1 6-z
441
• 4237 *2-
#J
Tat
Feitspz Tr) SWEET $.<3A POOR •
NUM6EEP P-4
EXPIR4,, 4 / 5 q
47:
4.;
#S)
5
1Ti je_
CITY OF TUKWILA
APR 1 1 1q7
14 DE R
To Reordor Plano 1-800-848-5421
Crone Design, Inc. F,' eserves All Legal Rights To Material On This Sheet Subject To Criminal Prosecution,
L.
gi IT
1'
I 2:
Y.p., Ft_ +I
P97. 012,0
P FRV .6„:-kl
.//& 17Z, 15.4.g
'Cont;ra6tor Nate - All dimensions Shall De Checked And Verified Prior To Construction.
NOTE:
REFER TO FRAMING PLANS AND SWEETS l TI-IRU 84
FOR TYPICAL CONSTRUCTION AND DETAILS.
WHEATHER PROTECTION UNDER ROOF MATERIAL 4
EXTERIOR BIDING AS PER SEC. 1402 U
TYPICAL INSULATION: (UNLESS OTHERWISE NOTED)
CEILING: IR-3/3
WARNWALLS: Rig
FLOORS: R-IS
RECEIVED
CITY OF TUKWILA
APR 1 1 1997
PERMIT CENTER
Lt.
0
LS)
0
0
0
0
0
0
4-
0
0
V/9-777-
MEOWED
evnr.- Tumi
1(197
_„ crE,F1
e 1-
C7C)PYRIGFIT
• ..• • ..!. • ..• :
TS TO MArR AI. ON THIS SHEET - SUIEJE
g%�,GfaIhLG FA PcAY'eD
12' CC.
/- FLOCR JO
r - -2412 STRINGERS
rm.wp.
J t 4e7. IF
-- CLOSET OR STORAGE
BELOW STAIR/
MAIN FLOOR LINE
EXPIRES: 4/5/
• b'
4' ?ERF. DRN, 01
SET IN GRAVEL
GRADE °"
IF STEM I FTG
NOT MCNOLITHIG
USE •4 DIA. (yE
RS BAR • I(0 0
TYP
HANDRAIL
CR
RAILING
E STORY FOUNDATION
S'
STAIR SEITi.' ,.'�'
PF.2 P..AN
098
, LA r. 10' AB. • 4'
. C.C. 4 WITHIN IT OF
CORNERR, 0 MIN. EME?EOOr - ^ENT
- 2 r:i Pr" Mu:"
-.- 2.4..,1- IT Fa= ' t:.•.u+
1'1-' O LL
- Co MIL. v19CUEEN (EJ A.c....)
VAPOR BARRIER
12' CLEAR EEAM TO EARTH
IS CLEAR BOTTCFI OF JOIST
EARTH
��- 3 - - CONT. REBAR
C
2x6 STUDS
• 1 6' G.C.
166 • S` v G. __....._ -�
IOGI • 4' OL - -- --
c',: 8d • 4' 0.C... MAX..-
)24E.E HRICK ---
YElv.- - PROVIDE
4' LIP b Li /DEP
JOIST
T: /AOE
•a C4NT. REEAR-
• io OC, (VERT)
4- IAI4bSA.1 L.�a
I.H 14D eA1�L 1h.�¢U1� CULD WO( F70JEAr nudge. 1-54s f TFie�J '. "z Ir-h - o THE ,2S67U1�C,'D
k N.+'M121V""Jl_ - GT 1 , d.. 1 9'i?I t .0 %2,r' TIJEFS.1 TUB
F T=.-no l of I- LsPORAJL.a 5I4OLJLO' filar se I Tr lrI l 1
tM.TJ.E. TRN1 '1 44 0S.94S- CE411LFJb.L aMY..7.1K4 a.1 - KEG`IC6I IA7C •. °1
$. HALlogAI LW K-O .Q rv*NE THlER. rLtWT1,tu45C OR. U4c4JLt5 TE•¢MIrJ•TE.
uI NE.we.L FI 015 •PPPLTY Teizi 1li.JAIJ ' SEL.TOKl
Fige, �I..G4. IGt
1, F12C* /IOE. FIRS 5 /5/'.r. Go'WGE•.1.6n{! ^,.,PAL.EA CETI,Ice0 5T4■( er12: o>eas
Air THE_ 1221 & GoTTF1`1 OP THE. WJI.I F S"'E7'WEGI-4 `J i h-czJro R id LANE. WITd
THE. Fu/ OF i5Tr4JIz, 11° The. WALL Ui-1DL"e. THE- °.1' - LVRF, 15 FLOOR LINE
- FLOOR JOIST
-DEL. JOIST
/ -RIM JOIST
3/4' T4G PL'r. SHT. OR 0325.
/
/
/ R -IS INS.
// / -FLOOR JOIST PER PLAN
4'
5 /5' DIA. x IS' AB. e97
MAX. G.G.. i WITHIN 12' OP
CORNER, UNO t -II!.1 . 1' cri�TbTI- ac'�.,tj
2, G:NT FOR 5AU4
aR I.1P.L.L
VAPOR -RARRIER(�N L )
TYP. TWO STORY FOUNDATION
ATTIC INSULATION
R -3S ELEC. RESIST.
R -30 GAS
CTHERMAX INSUL.
WI EQUIV. R -VALUE
TO BE USED IN
ATTICS WHERE
CLEARANCE NOT
AVAIL. FOR BATT.)
I/2' GWE (TYP.)
MIFl. r2q/yj24
Too 111hER-
LAYMet•T, U.u,O. -
GLUE 4 NAILING
(Ivo • 5' O.C. EDGES
ESLOCKINCa. IS O.C.
FIELD - TYP.) ID. 32,15
R -IS MATT INS. W/ V.B.
FLOOR JOIST
PER PLAN
' P.T. MUDSILL
- "4 CONT. FBAR
TYP, WALL SECTION°
- - - - -2 r. 4 ST.1C5 a 6' CC-.
2x4' PT I °� LL.
% lW 014 x 27" AB
-Ll t =-c+1
- 4 4 OGT.T
< CON-. SL45 OVER
4 ' GRAVEL "I L -J/
'"12.1 5L -.-PO
+k '45151' C
µ/ ALT
Her Ks
,'a; - "4 07tr reez z
DOOR FRONTS WITW NOT LESS
THAN (21S/8 x IA' 423
PLATES a SHEAR WALL OVER
2' WIDE
r9-21..m-1
TYP. GARAGE FOUNDATION® TYP. E3A5EMENT 5LA
ATTIC VENTILATION I /IS0 CR I/300 CF SPACE
- SEE PLANS
FOR ROOFING CONS!. SEE FRAMING
I ELEVATION /-141 ' /It0' AYA. R'1RA
giI An I So H/b ravJEL I_c,k l I -150
FPJ2.0 00 1 11RL.G004J Or FtEArIIHC.o AS-10 A I�TT!,'bJ. >TB
rPr:Ei.. EN_ JOII -175
ilAlt -EIO 54 G (0 OC. PEEJF1ET541 4 ALL
S51.1PrETZT W1 PAeJEL P CB 12 P:l�
TY FU+I,- LJ4JLE+ - OOT5O G71dE42W15LT. W /?a:
TTrtc.AL
DEL. TOP PLATE
NCf D Pox FI7
LI11,1vak,1 Pax PL.A11
2x RIM /OF5T
5,2}ID 1 114J , 12' AEYNE' 1: =!.XJ L4- TG1.I.
X
Slrlf'"XJW H¢.5 NUagJCAt4B TIE* e
2 O.G. Ore- HI S 4C nL -Tit' Uifc.
'2)5 C-ISO rE. I4ASL.. 14 /
(5.44 CA• E/-ID T77 TRUSS, OR 855054/. rr1! 4
I:OE. ✓•01JT. cow OF r 4, F S HEAT1JIIdt> N�ILIHc" C� /4 oo HAY
Ix8 R.5. CEDAR FASCIA W/ CONT.
MTL. GUTTER
EXT. WARN WALLS - 2x5 STUDS • 15'
O.C. OVER R - MATT INS. Wi VAPOR BARRIER LI/
MIIJ. N1r' P0A RATED •N- 15..14145• (5 - P544 -I -
IU'UlJ / EUIL•0414 ' FXFG,R Gr.=
FENS E'.E"'I'41FE.IJ 5t01142. F 144.4.
T'IPIG•.L
ALL SXT5R101.5 WALLS.
5.X ATOM F'LA'E.
?aE •1 rene ¶'fFTGAL r-'Ullraanoh-1
HO
NOTES ■ I. ALL exTY -N 0 WALL T'D.pp.'.
K ru.54.___2'.›24, 114 ",
gq uZn 45i5
O Yar+P,.e.T S'A A PIGD FIummerG
2. INTERIOR WALLS TO ME 2x4
CONSTRUCTION TYPICAL EXCEPT
• PLUMBING I GARAGE SEPARATION
STEMS
GRADE
t_-- -__. - J �...`
4"
5erk Vc7 A
TYP. POST 4 I5EAM DE�'AI
.1.1-1/44012
PCrt FL4J -I
-- 1 0o .?I- I4 AcTe
CM�
/7..I Li 4 , ,u / TT T. r ..
` - PILL VISCUEEN
• R4y I0 ILY,UL"Tl AJ (41
114- MILI.(EOPJnra (4545 `ri iLt - -
-(3) *4 ttEn,-12.. .,c "°
ALT EJu14.1M 14,50-
2x6" P.T. PSJOSILL
ILI/ 3 /S" 014. x 10" AB
• V 0" C.0
/ -fi n. •
OF
C O W M J_
- • THERMAL CREAK
-4' CONC. 5L45 O`. 'SR
4• GRAVEL FILL,
414.1 x Wa.l
24"
\-R -10 RIGID INS.
• PERIMETER
Yk 2 5 11.04 J, eJ; "I .: /4
2 - '4 CONT. RECAS
TYP. BASEMENT SLAB
. - Iq gUOMIm. AT'C.J
M Ea TCCM.P1,.4N-IJ e
, - -- 2.5' CLEAT (EA. SIDE)
CR SIMPSON MTL TIE
(PC TYPE)
4x6' SUPPORT POST i 'e`Y. /-S -
./J'0
Eb OP EJ.SOTED r114J, 4.
'50 FELT
`--- - GRADE
CONC. pie -PER PLAN
COPYR
r
RECEIVED
CITY OF TUKWILA
APR 1 1 1997
PERMIT CENTER
11-T I
4, e I Ot
CRANE r.Tsx3rx, INC. RESERVES ALL LEGAL FRONTS TO MATERIAL ON THIS SHEET' --
'CONTRACTOR t
1
(MAY VARY
SEE PLANS)
0
1,1'ir "rie,
cat Jolk.15
2x6 STUDS • -
CLIr' e rAe-E, •
MOD 'um FTATE.4
S4e....;!-1114‘; 1
f,V Z(EISEt)
• Op. p,t0,-.,„4,00—
T,411_ 'A'
V44.30 To Constructioit,
ECT TO 4. PROSECUTION.
j C
▪ T A:TIZ +■-■
=DR'
2.'ii 1J2 1.'LL
PI. ATE NA C -
FITACRI,ENIED PROVIDE ELOCKING
• JOINT
IETT ELOOR .J TNN ON PEN 'L4'4
PLT". NFL CE EI-IOULD EIREAK
tk) 0 5CLE tOP T'
JO-NT I 'Cr PLATE
C:EL
ETIJO WALL
BATT INEULATION (1
EdN' x :0 A.6. • .9./ oc.
7,E PT. OF, rlUDSILL
NW • 8 00.
P4- ZEENo4Z coOT. Pramiz. W 12
IL/ ac-. L4/ALoTTF-t8oL
siMRT"
HALL 1.4/ R-
;TION
/
4 ;EIE
Itt-IUT1
A,Ley
2 f
COPTRIONT02
E
THER'1AL BREAK R-10 RIO INSULATION
2 - "4 014. CONT. 3' UP - 3 IN
NOTE: J00IL r."...414.FILL. 01 V...xTe..14.101
War eXce.E0 A 14e.14:6 C4-CE.41 T
4 50 448C-Nit. TOP ‹.3. NL2.S, ANT 4.11"e4tVIz.
r0040., SE.V LLAVOI 5.44a0.114TE.RED
r0e0,
FOUNDATION / RETAINING WALL
NV' TO 4'.430 141044 rOktr 3.I.ALL)
EA--4 4.4 W.2.1 424
‘7,..1
4r!QUaut A0.,g OR
eT6•250 4 jotu
PV
cit
--^
• 2
mrta:TH 1 70 7: 47 i. . Ott
as •
1 "
.
177 I '
C)GR.AIDE BEAM AT GARAGE
F..,-luc• Ur - f 2 ", Po"
Wiuld aO
N'S' DIA. x IV'
BOLT 00.
Uhf 2x4 P
MUG/SILL
N- BEARING 61-4EAR WALL FTG.
5/E: 01A. x 10"
AS. 0.
3 * 0.
- RY
(UUHERE PLYWOOD
UNE 5/E3' 01A, x
BOLT • 32' OC.
2x4 PT MIDSILL)
CF OP.1 WALL mr_
< SLO73.
11T r. I71
4 66.4.1.602ere. 02v.1 I 11
cot-irr-c.reb
I cai-tra.tuoys ret7rn-.1a--- 11 := 7 " 1 1
1111E mj FLAi
c,n-IngliOLIB Bovr1l-16s r02.4.44
2xE, STUDS • lb' 00 0 3 5TORY,
2x4 • I e 7 STORY
-4' CONC. SLAB OVEN
RAVEL FILL W4 -142 1
'0142.1 1.1 5.11-1. WI ISt.-44,
&MIL. viSCuEEN WI SAN0
OVER • LiviNG AREAS
2 '4 DIA. 3' UP 4
2 ON 3' oc
(IiNTERIO BEARING WALL ON $1-4-E,!
Cy) E T
200) .10 r
51 Er!
GRA43., EM
OR BANE"
0x-L k.14-3x2
4- ''../eg.,r
1E.s c
C
SOLO GROUTED
COPE
x x 7' BRICK
1 GAA. 4.132g, nes 144
Mr, •A.c6.2.0F.9
111041e e. r-tA. ,
Of' I prir.f..r, (ow
8, t.
TY . BRICK COLUMN AT ENTRY
NrUCI
LUlL 5-IEArNINC1 -
I' 41 SPACE
/15)
NON-COP » SIVE ••
METAL WALL, I B
TO .
sorpe)gr COO
T40 .2 BO
eV!'" •
MOON. 14484 O-.8" x2,p
At-RA-1'
4A.
1416,
- 4' PRICK VENEER
LP
E...xl"E Ce
01 T2,
VE.4-16-8- ■,9» ,
es G3L"
L-E4m? 8 Ll5M.
..5urraer
1,1, 1- OLNEA
\--BEAL Wl'r
1E311'1 O
C.AUI.
7
5"ELLL. 2193T
4 11.1 , ILVe7•4 2 -
‘/E.:EER- E",LB/AzrCIJ
(.4.O0 8125.3r 14/
rIETAL rims ra.
1 e ifiz'
VERre.A.L, ,
Jtmt tNi RECEIVED
CITY oF TUKWILA
APR 1 1 1997
ERM1T CENTER
L:TW4E DEMON, INC. RESERVES ALL LEOAI RIGHT $ TO MATERIAL ON THLA SHEET - SUDJECY TO CRt'A NA.L FTO'ICCUfCN
GENEL2AL NQTg:
I. CRALL . SPACE vENTILATILTN, MINP1J1 NET AREA, I SO FT. FOR EACH 150 so FT. cr FLOOR AREA
Of m-0 T0. Da PLACED AA 0.0513 TO CORNERS At PRACTICAL AND SHALL F'R')VIDE CR055
VETITILATICT7 GT4 AT LEAST 11110 OPPOSITE SIDES, UDC EEC. 25,
7. CRAU4. SPACE; LNODBTM..CTED ACCEEE, MIR l *'. 4'. EEC. 21,11,
3. ATTIC VENTILATION, I/150 Cr ATTIC AREA OR 1/300 IF Li 15 IN SCTFIT AND II IS 7 A /"CVE PLATE
LINE. UDC AEC. 4
4, ATTIC ACCESS MIN. 77'x30' WITH MIN, 30' HEADROCTI, VNCDSTFLICTED, .READILY A�C. E1591 +3LE
OT'ENTN4, SEC. I •1 UDC. _.
5. IN ROOTS NOT PTLEOVtPED WITH AN OPERABLE WIND0IC' OF IS SOFT. OR GREATEN .. 'EE'_N..iNIC AL
vENTILATICN STATEN, CAPABLE CF PROViOLG 5 AIR C.UA.GE! PER 1 - 4O)R, SHN.I.. P.E F"r"vICED
AEC. i 2LAE UDC,
I.. VENT DRYER BATH FANS, AND RANGESOVF_118 TO TEE OJTSIDE.
1. GARAGE AND HOUSE. OCCUPANCY SEPARATION 1185 1 HR TAPED AND FNI9HE D. SECTION/. '..r>2 <. 4 (7)
AND TABLE U542 GARAGE AND BASEMENT SUPPORTS TO DE I HR (S'S' Tr PE 'x' CR EIALAI.
0/0 07.
A. TILE FOR 5.IOCER 5■41.L BE 6' 4BOvE FINISH FLOOR WIII■ WATER RE919TANT BAONINY'v
9.. EGRESS IN EVERY 9Leera.L'w ROCT' TA -/ALL NAVE A MINIMUET NET CLEAR DIEEIE Cf C. Al 50 FT
THE MIN NET CLEAR OPENING HEIGHT DIMENSION SHALL DE 7 +' TIN. NET CLEAR OPEN1 SS WIDTH
DIMENSION OF 70'. BOTTOM Cr OP'5NII)5 SHALL NOT 55 MORE TNAN 4e' 4C3 E FLOC•:
10. FIR'EPLACE CODE CCMP.IANCE PER UDC, CHAPTER ?31'0,AND LOCAL GAIL FE, CL "I .+L N':
RE DAR AS PER EEC. 2x!02.
11. HEARTH EXTEN5ION9 • HEARTH SHALL EXTEND AT LEAST 1b' FRC4T TUT FRG'NT OF AND A I LEAs
6' IIETCND, EACH SIDE Cr ' THE FIRE PLACE OPENING. 'WERE 114E FIREn_ACE CFT;NIFY 15 I. 5 F.
OR LAF•ER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST TO IN FRONT C", AND AT 1)°.•19
OSTONB, EACH SIDE OF THE FIFMPLACE OPENING. CONC. CR T MJST NOT DE
/UP'°LORt'E'D CN WOOD FRAMING
IT. APPLICATION 4N01NSTALLATIL'y CF MAULATICN. 4ND VAPOR T) S I EC3 S. 'tr''u
Tut I'11.4 ST ATE Cr WA8.41 ,TON ENERGY CODE.
13. Gunn:, IN LOYIT ^.LANCE 'LION SEC,244XF, U50 STANDARD NO 24.1 F.'. •.; STATE
ANSI'•' GLASS LAW. ExCEPTLCNS ARE AS CLTLINED IN SEC 2,40CF, 'J4.C
IT. GLAEII /A IN LGCATIO 8._,E2JECT 10 1 - 53TAN IMPACT SUCH AS GLAE5 CN CCO'-'S, GL. 421x.0
ON EITHER 5ID5 0 A WOOR OPENINS. GLAZING CLOSER THAN 18' TO A FLOG.. •T.CV£R DCC`•`C.
ARD TLB ENCLOSURES SHALL 775 511114 • , TET'TrERED GLASS, LAMINATED 5A/ETY GLA31
01)7,54/ATTER R.C9/STANT PLA9t1C J 5 F,C0AFrar.4e. b••••• A5 / 5. /-A. 1
S6. SLIDING. GLA65 ODORS TO WE 3AFETT GLAZING, LAMINATED. OR TEMPERED GLASS.
'4. NAGELER ENCLOE/4' $ SHALL 773E APPROVED WIRE REINFORCED. TEMPERED OR LA-F444 TED
SAFETY GLASS OR SHATTER REA PLASTIC. SEC. 241)104115:,
GLAZING t6Y71TI'4 t8' OF FLOOR AND OGRE ATER 13A AN N LEAST CT"LNAI1 -, 5HAL:. ccr - •0' - r 'JI I•.
IP:PACT L0 SEE 7F:, ANS. SEC.2.400. AND UeC ST AND AR; IAA (NECD ALT-C • P.DL:C
514188).
15, ALL EXTERIOR WALL 0L411NG St-ALL eT: Dt:L.DLE GI. A:ED Cn' ^_T )n'u THE '^^
WAAHIPOTON STATE ENE+'S•T CODE:
t3.
TREATED s/COD PER UCG SEC 2 , UBC ST:.• DARC 74.
20. THIS Cr/ICE ASTAIMES NO: RIESPE NSI0LLIT7 AS. TO THE PHYSICAL CHAR/.CTER13TIC5 OF TE
NOR 5050 55A QPFIGE THE ACCURACY Cl' THE ENGINEERING DATA SUPPLIED Cr c1NEK5
W'?ERE OIL A
SPF'EA 1A TO TAE, 05 P'0014 QUALITY, A SOIL ENG, REPORT 13 BE SUPPLIED
OT CLIENT. CRANS 54510 41.4s TAKEN EVERT; EFFORT TO ENSURE THE ACCURACY O THE
ATTACHED ENEAWTN GS.'.IOu VER IT 1$ THE RESPONSIBILITY OF THE CCNTRACIGR TO CHECK AND
VERIFY ALL DIMENSIONS
71, THE ATTACHED PLANS. ARE TWO PROPERTY O' CRANE DESIGN, ,NC. ANY REPRODUCTION C THESE:
PLANS WILL VIOLATE COPE RIC,NT LISLE THE HOLDER CF THESE DRAWINGS MUST PAY A FEE FOR
THE USE OP THE MATERIAL YHERIN OR SE AUOJECT TO LEGAL ACTION B r CRANE DE51GN INC
ORGY `NOTES:
ENERGY NOTES PER 193'TWAS/INGION STATE ETIE.Y4T COLE'
OE AND MBNIPIFI ADDED. INEIJLATION LEVEL CF
•38 CEILII'34 WITH ELECTRIC RESISTANCE HEAT
R•50 CEILIIAA WITH GAS NEAT
R.3LE '/4!11)150 CEILINGS
ie.11 TW3LLA
R'•f9 FLOOTED OVER. WHEATED SPACES
R.1/ AT ILA(' PERIMETER INSTALLED HORIZONTALLY 14 HINDER EL - /AT. IF■EN CCIICRETE /L00«5
ARE 1171TH'N 17' CF GRADE.
ALL GLAZING SHALL DE DUAL CLATIN::w AND 50 F1, OF GLAZING S ALL NOT E
FLOOR AREA FOR DAS HEAT PLIPIP - TA.NCE
AVE A FLOW CONTROL C5v1C
, EF7 )I. c ' GR cb9
DLL DFENIFSTA AND JOINTS IN EXTERIOR WALLS SHALL CE SEALED CAULKED D 1 TSA.I EF.. TRW - CC
AT LIMIT AIR LEAKAGE.
AN APE'ROVED VAPOR BARRIER SHALL DE T'ROPERL T INSTALLED (N N0 /. , IN ET,GL.09ED RAFTER
SPACES, FORMED IL7TER5 CEILINGS ARE APPLIED DIRECTLY TO TIE UNDERSIDE Cl' ROOF
P VFIERS, ALSO IN EXTERIOR WALLS.
INSTALLED b MIL VIAOUEEN GROUND COVER, LAPPED I'•0' AI JOINT ANL EXIE':DED UP TO
F't7'JNDA 1(L'7N WALL. (REOJIRED Al ALL CRAWL SPACES)
/VAC EC LIT9"1ENT AHALL DE SITED GREATER IN.N 1750. OF BEE' /.I LCAD At .ITJ A tiir.,:uM RATED
OJT7°JT CF IDE, THERMOSTATS. CONTROLLSO HEAT SUPPLY TO MC'.', TL•:.N C! ROC' SHALL
11A4 A ME/0/NT AETDAaas.
IRGPLA'CE5 SHALL bE rrRavIDED WITH.
A TIGHTLY PITTING FLUE OM•IPERS,
IT READILr 4GCESIFI MANUAL' OR Au l 17 /1 ' TIN)
O LIMIT FLOW TO A MA, 3 GEM FTE•; EILCIL/,)R
STRUCTURAL NOTES:
L DESIGN LOADS
7. FOJNDATIO :S
J. CONCRETE
A A8SY'ED 11Ax SOIL DEARIN, CAPACITY 100/8 P51 WD'CSIU"'CTED 014.1
D. POIR FCS /■DATIC. 0641.1 ON LNDISNN•t3EO SOIL, (vSRIF")
C. TINDER FLOOR SLAPS COMPACT TILL TO T!. P^90.
5 4000
A PER ul`.G SEC.30
11, 4 • R0I'I!I& 17) ' I'A131 ;U 23.1 -A•1 (199.7 U13(:)
C. n° • Iil' 23.1 -A.4 (1994 TJIAC)
0. STUD WALLS
SNEAK WALL 50-iEPUL L (NOTES I • I03
W ALL
TYPE
4. USE 2.6 STUDS At 16' O PER UDC I/41D, '2 SO S. '5 52(4
D. DOUBLE TCP PLATES SHALL NAVE JOINTS 81AoorreeD NOT LESS THAN • FEET,
MIN, NAILING CF 6•160 • 48' MN, LAPS • EACH SIDE OP JOINT W06d • 17' cc
BETWEEN PLATES FOR ENT, 1 INT. LONG WALL IT i 3 STORY DLL-x:33
8•LR: ATI G AND NAIL IN,)
API RATED SHEATHING, BLOCKED AT ALL /0
147 AP/ RATED SHEATHING, EILCXJCED AT ALL EDGES.
IY NAILING • Sd COPTIC/ f R:GALVANI7PD) 517X NAILS
• 4' D.C. AT 6HEATNBTG PANEL EDGES,
• A' oz. AT INTER FRAMING MEMBERS
INTERIOR SOLE PLATE 14411)110 . (2116d "I b' O.C,
EE'ERIOR TEA', SILL • 5)S' DIA. AD, • 1'.0'
ALL CWADLE SHEAR WITH FF5.4/lNG I?F. ':)50 P1.8
ALL. CWADLE SHEAR SITE/ PRA)'IIN[G. /4 /- .' 741 PI P.
APA RATED ANEATHTWYF, bLOC?CED AT ALL EDGED, °.
NAIL II',CA . AN GOi`R1C,31IOR C'+I4,LVh'IILED) 7501/ 5441,2
3 U.C.. AT'5 /ET,//. N0 P44/EL'
► 6' C/C:. AT.INTEAR !lfiM'IIUG FIt`"775/55
1 • , •.R' . PE SIT 31) #IL T2! ri o_5
(I. DILL S 5/5 FIA 475 • R "H0 0.0 TMtl,.. TWO A19L
5ILSAey • W(T4,P y 400 F .
A ROOF LIVE LOAD 28 P5/' (TOTAL LOAD 3 P OFYW✓TILE 'S
D. FLOOR LIVE LOAD 40 PEA (TOTAL LOAD SO FP5')
C. SEISMIC ZONE 1. •0,14W
D. WIND LOAD 27 PAF
E. SOIL DEARIN CAPACITY LOCO O A`,+: = .95"'ED "OIL RE^CR RECO C' ANT CLLESI:Cr■ABLE
SOIL
A/ C IN Ll'7F1SEt; .
IJg 'INSULATION 7R.15' INS`•
�,A77E"LE7) 4 ,5.- "J + II H:+Wf t 1 A E
E) S'JCM AS CAN (ES; TO 0/. L1'SI.'IL l ET) ON
E "1 /410 WAISTS
LL NAVEL)
APR 1 1 199?
11 i�MIT CENTER '..I
EAU N I YYV
A FOVNDATICNS AND FLOOR ALAS CONCRETE SHALL WE eo.TAL TO (757+0 P51) F1AX,YIJ
WATER 10 CEMENT RATIO, 5•1/7 SACKS OF CEMENT PER CuerC TARP CF CONCRETE AND
6
•5/4 GALLONS WATER PER SA L5. SAOK Cr CEMENT. 7500 P91 4951/100 CCETPRESIVE
STRENGTH At 15 DAYS. I SACK MIN/C11. YD.
D. MINIMJT COVERAGE DP STEEL. 3' BOTTOM, 7' SIDES, 1.10' WALLS FOR SOIL. SEE
u //ENE SOIL 710 PROBLEM.
C. EGSJINN.CNC P1,/ID P'^C•.EtT'SE,, 11.1. SS 1?n TAU, FF•,r.
REINFORCl/R STEEL
A. ALL REI /FORCING STEEL SHALL DE DEFCFRTIED. INTER YACE, CULLE1 515EL•
45111 4615.17 GRADE 40, NEW, CLEAN AND FREE CE DIRT.
B. SPLICES, u/ERE LOCATED AND APPROVED SHALL WE A MINI;-. CF 17 INCHES 12502 P511
OR 70 DAR DIAMETER (C•NC. • 7000 PSI 40 (DIA.)
c. ALL REINFORCING SHALL 55 TIGHTLY TIED AND SUPPORTED DURI'0 CCNST'G /CTIGTN
D. WELDED WIRE MESH SHALL DE A5171.4155,
G' LADLE YCL25:. 5/7/04157 A "4,UC3C
USE 24P 42, v3 OR ECJAL (v1AUALLT GRADE u.ESTEFN SPECIES). Fa,•2400 P91, Fv•153 CR
ITS PSI WITH EXTERIOR GLUE OR IP SHEAR TYPE DE,INS (SNORT 5•'AN HEAVY LOAD)
MAT SEE 70F•V3 OR EQUAL Rs/ P51, Ev•IbA PSI.
5', SEE PLANS FOR PLYWOOD.
6. StRJCTUR.AL STEEL
ALL 51!At)CTURAL STEEL SHALL CE A3TM 4)6, NEW, OLEAN AND FREE OF RuST. PIPE COL. SHALL
135 ASTM 453. GRADE B CR ASOL, 436 STEEL. (ALSO)
STRUCTURAL FRA
e PRA"1ING TO BE w CO1t'LIA'NCE WITH UDC SEC. I•IO SEC. 2505. 2520
- PROVIDE NATLI'., II, ACC:RDANCE WITH UCC SCHEDULE '23 •I.4
140111
STRUCTURAL E'G. TI'T OT TAKE PRECEDENCE OVER MIN. RAILING SCHEDULE AND OTHER
GENERAL SPECS,
c. PROVIDE SOLID BLOCKING AT J0161 SUPPORTS AND DEARINT PARTITIONS. (ALSO CC''PLY
WITH SECT. 2 t.OU .'1 4. 1),2CF, 4. • 3
D. PROVIDE BRIDGING OR,ALOCICI5C. At TiID•S■AN CF ALL SPANS OvER S FEET,
E. USE APPROVED JOIST : ■0,15ERS US/APE PEGAIIREC• 7RLD5IN5 IF CEILING UNFINIS•ED
F, ROOF 1754 SIZES TO DE VERIFIED, DEt4ILE[y 4510 FABRICATED BT TRUSS MANLPACTURER
INSTALLATION AND BRIDGING. SMALL DE PER MAHFACTURER 5 SPECIPTCATIOTNB AND
INSTRUC.TICNS: ALL TRUSSES DESIGNED 1LIST BE STAMPED. DV ITC. All STATE PE,. CARE rn)ST
DE TARt/S DUwNG ERECTION BT: BUIL TO NOT OVERLOAD. T'•J55E5 /114 B MAT
T TO ADEOJATELI BRACE TRUSSES.
9 ROOFING
4. APPLY ROOFING IN ACCORDANCE WITH UBC. SEC.IsSOD
B. P40vIOE ATTIC vINTILATION 4.$ INDICATED ON ROOK PR/ "II': F'1) AN:, . I SECT. Ix"^
TUG7 A0. PER WALL PANEL
NOTES:
.IP,Ov1 ALLOLAD1E SUE AR C• a C ,.ES a01'L7 FOR 7+ FRA''I' /3 5101-QED
w0:10.5". THAN I6' OC ,
,. L IERF: APA SIEATLENG 15 AFTEiED OI BOTH FACES CA A N.AI.I. AND
NAIL Sr'ACi4G 15 LESS TNN, b ' CC. ON EITHER SIDE, PANEL
JOINTS SHALL DE OFFSET TO FALL. CIT D!:EV /ET /T FRA
1 61173ER OR FRAMING SHALL. 0E 3• N;'w11NAL AND NAILS 3/ EAG,
SIDE SNA'.L 0E STAGGERED.
t ALL 51.1EAR WA( UC:
, LS SNALL CC.FCNf1 10 D SECTION 2 ^.'•
RE OJIREME:'I T E.
4 ALL EXTERIOR WALLS WITHOUT A DESIGNATED SaEAR•WALL
NAILING SH4L1_ BE APA RATED AHF,ATHING OVER 7. SAUDA • 16'
OC, WITH 84 cote NAILS • 6' OC. AT SHEATHING PANEL
EDGES AND I7' 00. AT INTEILEIEDIATE FRAMING MEMBERS
SHEATHING PANEL EDGES SHALL TALL ON 78 STUDS,
ANCHOR DOLTS SHALL DE STANDARD 'i'SOLI' WITH A 44
RETURN, OR A STANDARD 'L•BCLT' WITH 17,1 EXTENSION.
9. ANCHOR DOLTS SHALL DE A 36 STEEL OR ?SETTER MNtT'LM
CONCRETE SIDE COVER SHALL DE 2' WHEN . EXPOSED TO uEATHER
3' 54+0/4 EXPOSED 041511.
6. U`-E IY7' 0.0,0.0 ST RUCTURAL. II , PLTUCOT3 PANEL 5101 /K
(INDEX 11/0) OR 1/16' APA 5HEATriFG
WITH THE SAME NAILING WITHOUT REMOTION Cr THE ALLOWABLE
5HEAR (SEE ARCH, PLANS AND /OR GENERAL NOTES),
1. 3/5' 0.0, C•C StIEJCTURAL II, PLYILOOD PANEL SIDING
(INDEX 74/0) MAT DE USED FYNOVIDTT4/ THE ALLCNL66LE
SHEAR IS REDUCED BT 10x. (SEE ARCH. PLANS AND /OR GENERAL NOTES).
NAIL 2,4' OR 2.6' SOLE PLATES W/ 14d AT 17' on. (UP(OJ.
3. ON EXTERIOR WALLS 5 'EATH8r✓ SHALL LAD'+ R171 JOIST CR ELSE
INCREASE SOLE PLATE NAILING IO !6ra AT 8' 00. (UNOJ.
10. DOUBLE ALL TOP PLATES AND LAP AT LEAST 46' AT JO15T5 Ull
5.16d EACH AIDE RIND ■Td AT NO MORE THAN 17' Or: ALONG PLATE
FOR EXTERIOR AND MAIN INTERIOR WALLS.
(- iOLD'•DOWN SCEULE : (NOTE I)
NC 7.E 5;
Ma RATED SHEATHING, CLOCKED AT ALL EDGE:.
NAILIi/C, - ICd CCT"t1Cf/ (OR GAL VA).ZEC/I •1314 NAA 5
• 4 cm AT SHCATNRS PAPIEL 604E5.
• 6' 0f AT INTER. PRAMIIG T SSR3
INTERIOR SOLE PLATE NAILING • (2)16,1 • A Of_
EXTERIOR TRIO SILL - 5/8' 014- AG. • 7' - OG. TMRN NO') AB.
ALLOIIABLE SHEAR WITW FRAMING 05. - 460 PLl
ALLOIIADLE SHEAR WITH FRAMING Hl. • 315 PLY.
TYP. I7' GWO (EAC SIDE) OVER 7X STUDS • • 16' OC,
INTER H NAILING ' 5d COOLER NAILS • 4' OC. TYP.
WALL INTERIOR SOLE PLATE NAtLiNG • '64 • 6 00
ALLOWABLE !HEAR • 750 PL.I.
B"' I!l' GUYS (EACH 510E) OvER 3x 214105 • 'e.' ;Ea
BLOCK ALL. 6.1EATUIN6 EDGES
NAILING • 59 COOLER NAILS • 1' OC. F.P.
INTERIOR SOLE PLATE NAILING • (73 • 6' 00.
ALLCWADLE SHEAR • 300 •■
INDICATES HPAHD77. EMBEDDED IN CC?ICRF TED NAIL TO (2) 1. 311)0 LI TH
71 . 16d NAILS.
INDICATES MSTA36 STRAP TIE I NA;L TO 7• EPIC) WITH 76 • 10d NAIL. S
INDICATES UDEA, EMBED 514' 014. ARCHON BOLT 14' INTO CONCRETE
(OR USE 9TAB70 ACS. W•14 T6' MINIMir1 EMDEDMENT)I BOLT TO (2) 7. STUDS
WITH TWO 3/1' DIA. MACHINE BOLTS.
INDICATES H01A. EMBED 1•1/2' DIA, ANCHOR BOLT 19' INTO COw:PETE
10R USE STAB7S WITH )4' MINIMA- EMBEDMENT), BOLT 10 (731. $TUBS
WITH THREE 1/8' DIA MACHINE 50L TS.
NDIC. /TE5 ND:. EMBED 1.1/5' DIA. ANCHOR 00'1.1 25' INTO CONCRETE.
LICIT TO 4 . STUD WITH T■•RLS, 5 D1A MACHINE BOLTS
ALL HOLD•DOUNS REFERENCED (14M BT 'SIMPSON STRONG • TIE
CIO'TPANY, INC.' 14OLD.0C L NS. OF EQUIVALENT CAPACITY 151' OTHER
MANUFACTURERS MAY BE USED. ALL HOLD•DOLLNS SHALL DE INSTILLED
F'ER LATEST M4NLFACTURER'S SPECIFICATION (SIMPSON CAT ALOI C - STH•I/
SEE PLANS FOR LOCATION AND INSTALLAtION DETAILS, FON BOLT
INSTALLATION RECAJIIT.!MENTS SEE NOTE $ AT SHEAR IUALL. SCHEDULE.
MIn111v 'i 1+31 T 1, 1•1)1)1 1".a RATED ICP,,,>'.:E I'_ROOVE 51.+EATNI /G WITH IOC NAILS
• 6' 00 AT N,/•+ ,F (EL, SllEAINnv PANEL. EDGES. AND 10' 00. AT INTERMEDIATE
FWV1;N�, r.El'.PT "3 I'L'L' ARCH ('i. ANS AND ' OR ('.ENERAL NOTES FOR RP1O 51
R UMLI. P
SPEC If I' T Ic Jr�
C 1I 51k L C FIC 1
I USE 150 •"31 C.C. L, T1: SE TES .1. 10 DAT5. P.pNI PUI M,'•' BE JS.(: L' F.` -+T REGCY "F
HIGHER 51 RE1G 114
7. UBP. 1 Atilt -LB OR EcNAL GRADE wELL,AN, F'•. "EO 3 0' MIN AT SPLICES, CO/AlE
t VIII 1::. TIC!.S IF 70.10 P 1 C 111l:F'F I L' LAP aq, DIAME TER MIN
(ILLI•L41.L ?( 1, 9CECIEICAIL.hS)
50,1) ,JYw 9F Aril 419E 7IF•',') v3 OR EIAJ a (TABLY. 35 "I PART A, 5010 I`VIA•FWALLT RALSE(;
ILE STERN S( Ft/ • 7ADe1 r'EI 'V • ITS OR 163 PSI I SATE /CON GLUE- MANT rum, 1E1;181
CL ARIFY III ∎LRITI/ a TO C,LU•LAM Sr"ECti 'R,r'4 10 ERG.CT10 JOB
7. III SIC' NAL. ^ E St IORt SPANS 1.At,5814 511 AN1, USE TeF OR /43.141. 4/EA 111 ■ I CEO FT FE
A /ID F' . 1 65 1 "51 AND OT+ 51E03 SII•(ILAR TO i 4BCIVE
fti3 EJA'i EAC 15,100:4 >S?E4 C R 4A.GI?. US5 A Far
1 THE 1P-05 MAAIH 1C T:PEEP S TALI PRO/IC+E ALL DESIGN t C.CS E'T T -fetto N WI ¢+ ,kI lA V•.yi
PT 3T 4'il. 0 IN C-ESI N8 I7 i I EN CTI) 01 !Rt l ES.. T GJLDEN SHA L T •T.E C RL T )
AOTQH .ELY E:)F.AC,T1 TF11 _ 5 At . , .r, ..rrL. (t x ..„.1H 0.1_0 .. .c Ty. -1.it . .. - . : RECEIVED
CI TY OF TUKWILA
1=
A
0
CRANE MS** 1Nt:3 RESE kat ALL Ist.,IAL VOGMTE 10 MATRAL ON THIS SHEET — SUSJE(',.7 TO CRIMINAL PROSECUTION.
1 AL
—
TAMP, 222.0 —24Ail, tnntlli715027,22,p1
n stain' 1
1 Jobs to oil to ii34 1 1 2.
..1 2 21..1 30400040 OOI
0. "o9°lJt 0-0! (Ott000boWc»004c0..00;t 2,5
4. 560500 1 0 5: n ,.. 21111009, to 642 -41 1 146
r (51 otml10 1.00, f Mind cool 152, nod
6 Snie plan Int oat! 1474 . 0 110.5
Sot InItn15 at Inni0.1 welt mat I f0 nnt 1,4010! ,,m1
7. Ton plant to tintn 5000 mtnt 2,004 t
men.ent or 2.1252 end non
01.-ti In 5olo plan
1000040 no& 0.000 1.101 16d 2! 24' 1610 mint 00
1.11. OmMIctl inioncit.typtcol ratoowi Ind in 000 matt 5 2. c.
lit . 4141615 int515 (4 (4 62 top onole. locenti
Ottoble to ryi!!..q, tap 1/61,:z 2 0,0
II 100oao jmn to 00(0 plot, tosond 3.82
:ni at 6" WI 25.5rd or: I
ILI'? '''''' ' ','!....._ ...„....,... 2.16d
;
id commoons tmonto200 6,54005
15, 12,2,2002:n0 to pint, 000001 Ind ,•0 16' In 5 not/ o c 2 55itt 2
1 201
.2....,
16. 0,1700 head; r to nntl. !M. 4 ott .
7
r 11. C.,,liap, joist, 1049 mvet p0001000!. Ito "0 3.. Ind I
111. 0 2.11m6 Mist.. 00 000301 Milli 1023 ilok!I 5.1 I
....-- ..
R .1:tf..,eg 1 Og. i0,4411
2.5 1
----- ---_-_—_—_--„-_
,32,34 i- 025 mod In., to tnen sond and plate. 60.0 nnit
_ 2.71d1
21 1 5 6 • (25 1,46 0 5013 mod nbcodnot or 1501 10 coin bearing. fan, nail 2-011 ,
— I
22, Wider Onto 7" 0 1" 725 onto 5 001 1/12!1 nhenthingt In moth boo n15, 1 nce ont 3 .2 ;
53. Innolnup corn° nontts
16d 14 22 (610 mod ne.
24. Bnilt 0 411,, 1 110, 1 ,005 , ;KW A 000 1, 1 3 toot) 00.00 top 0070 t
notntn 204 naggeled 2- 2i22
at it ti, and 000000 nplk, I
-.2._
7577 2 i;;;;;;;
6onllino. roof ond net' dtinnoloif (to 6.100 loch nn 254 0000)
lel ...It 5
1.5°
1t
Cemibissiiitmemitiettenilthatinseel ilelhemestat (1 loth 200400!!!)
redkos '
hat
reglxt67.10,=3r,rakvy
(I)
to
3 $4'
V" (II trtnol
651`
60 or 64
ad' I
led of 64
64t
. I
ttti' 1
No. 11 pat!
00!
IlV 124 moll 1 1% ' ;
ft% No 16 pa.
401 I
3 2(
6000
Cnotonin.,-rn255 00112.1113V an ON CW1cp1 Mune 0064,5020 now:.
r142111 I 12 I 51 '6 55 115:Into9 650100 at .40.12 itothex 005 moo 30 inicrionlinz summit tnetp.) in boohoo
4152 onnecl.clmrte..clern of Irp00103 ale 44 11100101112 ! rt,) 00 000000.0 .. nailr-tr, pi wood souc0000t ! not
innit152025.141iallbiggytt: sold 51Mar watts, WV 2314.5. Nadi f9-r won sitnathinp may 00 tontionn t0n.
tailot
'Gnomon, on deformed Mao:
2 Cominon.
7 f)eintlit04 thnt6.
knoationce210450 ittlotit 0: 00 einotormlnli It the '551;40000000000 of 72ection 2325
'llutrorrn0p00ed 3>oo (10 (26 44 an ten(00 00 otionot edpes and 0 6,651 >132 00:4 000 00111C1 pi 110000,1111111 011
‘CMIIAInfl 20,08n-n0,1110/ rods 0410 7 2,04026.dtontent (II non) head and I 41 ,6 16i ■ 1.001 >/1 to
((3 moll shrothint tint 1 (44 101 too ,1 .601100h (20 61,111 s ( Otto Irtpornot
of incttoo 2325 1.
9 Cntiononn rennum n0,005,111 nominal '6021021 1 00000(oo.00 1'0 / 0110010000,I, ■■ ■4
310e00!!..e.4114 00/2-0n00 (28 IIM1)15..212115 non (20 mod nneottling colltoolliog It! I!, tennonormi 01 00000,0
3323,1.
1'°0.o,el 50p00rt3 ot 16 toile& (4(06 mm) f 201.1.150g mm1(1 Waist!, enl>n the loop ditection of thi on,!. 000tloeo
•drusie sicked) Coins or finial nails spooned 6 (nthes ( 152 (Inn) on panel edges. 12 'oche ultie two 01 low.
medic. smelt
Pone nieseim 30 14 (610 nlat). realm or finish nails spaced 6 Inches (152 IIMI!fIrl mm01007002. i 2 140,
10.03 Min) 00 Ince0O .0110,40 sunmns,
2 iltIstrint sesslias
O 00N TRAC
BUIL22Nr. F.thIVEL.CRE The erased.at of a buticang terarth
0010070200 conoittontine cloaces 5 .2 - 52025.42 adlic,22 nnnt tt,21 nnnultiV 0021
tranterarrecled to Cr from the ara',cler'tor. SionCtIcinn 201 U
irtici burning equipment located outside the i owlente
intrn.irsiope shall meet the provisions of Section kn 1.42
Cetectwork., 000104t/On and settee ear cominuation 00to reFerences
Section 602. 603, 604. rcletcl,
to
C.. '001.0 ilation or du00t6 ahall comply Otto! Section 603 WIZ.
'Duct 0 mtallattcr1 6i4.611 Cal 656 ta Held 10 dor:ore:1am,, tclith 31.611202.
e01/04 If:,
D97-01Z
R NOTE ..- Ail Dimensions Shale Be Checked Am, Verillod Pilo; lo Constwciion
SCLIC > 63U01lt- AP
Sono rue oirelne applances atoves, Fine a00100:106 stcve16, r0041
''.626:6601rircclace4t st.Cvetal. .2100 0s00.01ac000 , a6c9 107asp Lac., 1r400rt...
c4124454016. aclopted Cy King County, An tI.,= appliances
6+ comply c1th the provrclioncl of sectpen ueut
1.
F2222 dttelillne unit shall one prcrv1deed with ineathre a4952.5 Sa k611 01r
trid Int et linlit0 lea. at 4 point 3' above the Fhoor >0 atiNtkotablot retema when then
CU00110100 temperature fa as set Forth 1.1 feecticin 302 W6541. Section 31011 1.125ei,
titii.sel burning equipment located within tha bueleetra
envelope (constructed -idiot them tar.,E.c.) erraii
cesibuetion afr From outdoor., iseetine the orothslore
Section 10 - 101-2
,%1 00(000 - 410 Furnace .hall ve listed and labeled huy an approved aserrecej a0301
100ot221105. to 'stied epecIficatIone, Section 3041 021.C.
appliances Intended For IretalIation in closets, 41-coiner or conflnesci opeog6
boo not anted. Section 3604.2 1,21.C.,
402 warteralr Furnace shall he Installed In cl room used of ncloaeVneod to be Wed
acl
at bedroom , bathroom, o, a, closest Or 15 a 03000 4 ch 5 0 4204,6 6E440 .
, 4 larti'a ej_„, 3
trreueho.r.ki room or cloacae, *adapt dtfecla,t. C'efit
eleetric irsat1ne Fier:idea. ilheotiOn
000400 ngn 4 100 IrstAlled on 2 411 tROok or' '''' 41n4.771 t ,, 0.5 20Pl 12' soram..,
1 thar Out flarealcas turnacata kulthal bl0n3ruo Clear' 102 48
tht, 30 41,,,,n,c3 t3(100 „ o)io,,,,i,;30,,,, and,t407,0,rthi 4.vo.,,,,q0.80atro l
i.,,.,1 nt.
Mea .
„alp.. ':;:.-....'',..
U4;tfleie peAtritlicsurn, ' 511:0;115105C1455! d futt;kttgLinotaire4 In gi t,.
160,ann (or rmio,ai or unburned gas. tiara-Von 304k U.114, i.ither;roval must .. ' ' "i
bee granted by the 6302)60065 Cr6C/a1.
4 - tp , it.,,,,,,,,,,,, ,e r j el,,,d 107 4,,,, Ori f 1 I')+.4 a 1 996' eii :collect., , ' ” " I '" 'ii
.P.ace or basement. unless; such location" la provided isith an am:troy/0
r '
r ler underfloor.' ii" liti,"..
Lie2 . .
■ , 1
hilreattne ord coaling equipment located In 4 garage and which eisnerattee d .
E..8icis, spark. or Flame capable or fneritine Flareabie v 0,811 Iv* inotalleoct ..
wttl burners , tho pilot. and air heatfne eletenettat and e cres at lesaat 16' 43300v00 ,
1.15c r1c2C6 16101. Section 306_2 (11-1,0,
1 dampoisi need ro '056 'metalled art ciumti paealne Erre/wain the wall, riper,
Or oelline eeparatine 4 reeldetee (Group R, DIVIalon 04 cccupancy)fhoil a ,..gar400
"433 020110 •Diviislon I occupancy.tprovided 6 C11.1421.4 within the garage are con-
etructed or steel having a thickness not :atria Ulan 0.012 Incht 04o, 26 Claivienrod
se
!0 !
t 4!..k5ell.! arid have no operane. into the garaea. Se 3
ction 02.4 U.M.C.
Warrn-scle rurnace InetallatIona in Attlee or crawl apace. ithall comply turth S004010n
300 and 320 U.i
E0o014 acraltance (dryer, ranee, etc.) deafened lc bee vented ish601 too 4nrine=00d to
a 'naming myatem complyfne with Cthapteort 4, 32102.
Every factory built chimney, Type L. vent, Type 03 6386 volt or Type 1511.1 Vo Vent
o/tall de. !retailed In accardanc...* with the termo of It* lioung, manufacturces Mat.
0000001on6 and the applicable provisions of Chapter 5 U.M.C.
vent cc anal' be Installed mIthIn the space ieri area In which the applIancm
▪ 1/2024000,1 and .kall be coireateed to a chlimney 00 veil!. In 94.242,!1 a manner as tee
"oi t0t40t t00.45 olodnoloo. to 10ombL4t112:44 per Section 815, and Table 3-0,
4. zeuct meters thail be or ron01.5 I On eel, Fortin Tables Nos.
(, .! C, Factory - Idno nob 211,202145 ontentrlyin 011/1
( !.;11.(2.e.
40107 06,0103 6/o,00> 03, aubotantiatly alritight, 3eictiret 60600003
• rabie 1.10.0. (0 ire.042401900142 ciucta..) 0110 12v41,
one 00,21. (24.142(5. 574
L PILOTS, sufseR, HEATINC-; ELEMENTS
(SW/TONES c."1"; I1-1E RiFiNACE AND
SHOULD SE A '11NII1UM OF IS' ABOVE
1 6ARAGE FLOOR THESE SHOULD
ALSO SE PROTECTED AGAINST ANY
VEHICULAR COLL'INa-I. PER Uric.
SECTION 30S I,
2. EXIT DOORS SHALL DE CIPERABLE
FROM THE INSIDE WITH A WIC-HT
LICA-1T, D'EADBOLT, CR SECURITY
CHAIN MOUNTED AT A HEIGHT OF
4e30 14>M1.21 ABOVE FINISHED
FLOOR. SF.,GT 1004 U.B.C
3. ALL WOOD IN CONTACT 11)17
CONCRETE OR MASONRY SHOULD
SS PRESSURE TREATED WOOD
AND SANDED sy ,anN A603013RovAD
AGENCY. SECTION 23ri. 2
4. LIVING ROOM C-EILINC. 13 24'
ABOVE HALLWAY 11.,1-11CH LEADS
TO SLEEPINe4 ROOMS. A SMOKE
DETECTOR WILL BE INSTALLED
AT THE HIGHEST POINT. PER
SECTION 3105.e.i..4 e a.
S. REC.E.Itzr2D LICmO4T>N0 FIXTURES
SHOULD ME I.C. ATED AND
ENCLOSURE LINED WITH A 1/2'
aw.e. TAPE AND FINISH. PER
CTION 502.4.4, LU-
01:0; t,NII10
NOL-
;or- lci!.„ EXPED
31R7L,!:_tics DUCT
3 • , 3
.i.3-8 V5RT -
ICAL.3EECTIVE LENGTH OF 14
SEC. 5e4:3301., 504. 3. 2. U.M.C.
8. MASONRY F!REPL4CSS SHOULD
ME PROVIDED WIT=- A TIGHTLY
FITTING FLUE DAMPER AND A
READILY ACCESSIBLE MANUAL
CONTROL. AN OUTSIDE SOURCE
OP COMBU-STION AIR SHOULD SE
PROVIDED WITH A DUCT OF 4 SQ.
INCHES MINIMUM AREA AND REA-
DILY OPEFLABLE DAMPER AS PER
SECTION 42 OF THE WASHINGTON
STATE VENTILATION CODE. REF.
SEC. 3102. U.ES.C. 4 V.IA_Q.C. 402. 3
e. WATER HEATERS LOCATED IN THE
GA,RAGE- OF UNHEATED FLOOR ARE
TO SE INSTALL EC ON INCOMPRE-
SSIBLE INSULATION. AS PER SECTION
504. 2.1 OF TwE WASHINGTON 301 ATE
VENTILATION CODE
105 . HOT AND COLD WATER! 04EA1'1
PIPES IN THE GARALifi SHOULD SE
INSUL.ATFO , II1.411 - 11.11 - 1 R-3 NSW._
WITH A FLAME. SPREAD OF 25 OR
LESS AS PER SECTION 0 .0 00 WS.E.0
II. THE SHOWER SURROUNDS ARE TO
E.'33 A SMOOTH, HARD AND NON-
AeSOR5ANT SURFACE NOT LESS
TI.-IAN - 10' ABOVE HE DRAIN INLET
AS PER SECTION ao 3 1.4.5C.
GYPSUM WALL BOARD DACKIN2.:,
USED FOR TUB OF SHOWER ENCL. -
osuREe SHOULD ISE OF A WATER
RES1SITANT MATERIAL. DO NOV
INSTALL OVER VAPOR nARRIFF.R
ON WALLS OR ON THE CEILING AS
PER SECTION 2512 US.C.:
CUSTOM "WNW DM ;N
IS. AIR DUCTS P'00593iO40 7.1 4ROLICeini
GARACsE WALLS , FLooR OT
015ING ARE TO BE NO. 26
GALVANISED WII3EL 060Ti4
OPENINGS INTO 01 --E
PER SECTION. 30504I 1) 60310"
14. LANDINGS OUTSIDE TO BE
MORE THAN I SE.E.LCW TIIE
TNIRES1-10LD
15. INTEEVEDIATE RAILS TO BE
NO MORE THAN 4' APART. PER
SECTION SC% 3
STAIR kA.N.DR.AILS AND HANDGRIPS
ARE 1 1°/AVE TO 2' cRose
sEcTloNAL,..e AND R13_TruRN To WALL.
(CONTINUOUS)
11. s/e° -Owe ALL
30A1R WELLS AND DOUBLE LAYER
IF STRINGER SPACING iS MORE
TI-4AN AS PER SECTION
1000/12 LLFS.C.
18. IF WATER HEATER IS OVER 4'-0'
IN HEIr,tHT AND HAS A NON RIGID
WATER CONNECTION, THEN IT IS
TO OE ANCHORED AND STRAPPED
TO R15.5I5T EARTHQUAKE MOTION.
AS PER SECTION 30 !Wiz.
Is; WINDOW MANUFACTURER TO PRO-
,- VIDE PORT HOLES IN EACH
3ILINDow IN EACH. 14451TAELE. ROOM.
A;; V1
R
1 =.3,T1 1 1.rTAN
PROVIDED
2. VENT OPENINGS SHALL BE
COVERS WI r14 CORROSION
RESISTANT WIRE MESH WITH
OPENINGS OF 1/4 853. NO , 1
DIMENSION.
3. P5600(0 v41 LE 00 HAVE 26
C.;ALIG.E" :SAL VAN 1:F.ED r
As 116003 SECT!!! !402.
4 SHINGLE NAILS t5E DtALvANIZED
STAINLESS STEEL OR ALUMINUM
AS PER TABLE 15-B-2.
COMPOSITION ROCA' FASTENERS
AS PER TABLE
6. 22x30' (0.,. . ACCESS •TO ESE
PROVIDED FOR EACIA SEPERATE
ATTIC ARE04 W177 NO LESS 0I4AN
1°3OR 1 AS PER U.S.C.
SE3:::TION SOS.I. ATTIC .ACCESS DR
TO HAVE R-30 NSULATION
AND LIEATi.IER $T5spprip
TO 1"
2.21.'..21
- 1. rc BE DE.15•.;;NTILTI A.02
STAI F11'7" 4 wA314!?
ST.A
....5.51E TO BE .111.11E3M-
rrED 0 20f4 72 2. t;:ltl.25
P1RliCR? R4 !2 r
MIT !00840ANICE. T30uSSE5 TO BE
1 !t1 A MI...ANT 'THAT
.3re-IEN7s oR 00E0 / 049,,
T1602-55 SEA/-1 c.,'2UALITY
CONTROL ST.AMP, 45 PEP
2...1i1 1:t, , J.,ELL 45 IAISUI
PLANT NAME AND 433DD 0E5IG94
LOA SF'Ar."::"N.G. AS
PER I...73C. EIANI.D.1.RD5 2326
ANS TO REORDER PLANS I-880-04E-5421
• APPR'.7vED HANcriERS TO SE
USED At ALL. CONNECTIONS OF
RAFTERS, ,IACK. OR .41P TT-73-..ISSES
TO THE MAN Gige,ER
Tpzurbs m4i-.1.1FA320UPER TO
viDE TYPE.
• NoNSEARNG .SPCULD
1--!ELD DOWN PR.Orl • PRI,IS$
1.301701 C:".HORD WITH AN APIP-M-
OYEZ.' PASTE0l5R ro INSURE fRI,ISS
50TTOM C1-10RD WILL NOT 12E040
ON NON -SEARING WALL_
10. ROOF TO BE ANCHORED TO RE-
SIST NET WIND UPLIFT LOADS.
USE SIMPSON 040 ANC.;--IoRs CR
EQUIVALENT.
II. - mussEs WILL NO 1°ELD
SPED WITIo,0200T FIRIC002.! BUILDIN6
DEPAR1TIENT APPIRCV.EL. EIoVA
9(551301940 Ci41...i02ULATC3P45.
(2. TRUSSES 543-I433 LL. HAVE 0)ET041160
AND DRAWINGS ON SITE FOR FIELD
INSPECT ION.
PIROvIDE 5CEENE0
OVER SUMMON 13.
i4, SHADED AREAS t PNAME 0‘.2ER
WITH Zap RAFTERS UNO
FOUNDATiON,
^ m -, Y.^ „ - • r
I. GALVANIZED' METAL FL>AS1411
TO tSE INSTALLED 5IE13IlEte4
CONCrI4'r5 SLAts. AND WOOD
MATERIAL AT EXTERIOR
PORCHES AND L.,43301 e TO
• UOI$T.
2. CONCRETE PIER P405 SHOULD
r.RoJEcr AT LEAST 6° ACIOVE
GROUND UNLESS PRESSURE
T MATERIALS ARE 1.161ED
AE pER SECTION 231 1. 2 U.S.C.
I. ALL 5><POSED INSuLATIoN
r-t4t INCLUDING FACING
SUCI-4 AS VAPOR BARRIERS
BEATHEREO PAPER SHOULD
HAVE FLAME SPEAD 'SMOKE
DEVELOPED R.AtiNe33 sHou.N
ON 25/4e05 OR LESS. As PER
SECTION 2602. 3 U.M.C.
COPY1
RECEIVED
CITY OF TUKWILA
APR 1 1 1997
PERMIT CENTER
t3.33
z
a.
1.61
a:
31
3
.. i . !
ti
5 :
2 - , 0 2;
. 5
-MTV
04
11/N
ci
6
4 :re
04 11 V
El AN >0. 4404(0
N01.48 1 .
ALL STRAP ROLDOIUNS SHALL BE INSTALLED r'ER MANUFACTURERS
SPECIFICATIONS, INCLUD1hO CORNER INSTALLATION . 111.10 4k LDC'1LN3
CAN: re 14550 AT E.ACN CORNER TO MEET THE REQUIRED LOAD.
ALTL,I HATE TYPES OF APPROVED NOLDO0U'IS CAN RE USED IN
PI 4•• OF STRAP HOLDO11248. SUBMIT DETAILS, FOR Art°4J.`
AT OQR avER cR4WL SF }4NEL
Om 11.2 ta:-, .xc, .x 74. F t.,T
TO E4At1T3i441 LYI 014!9 9ta£ET — 8UDJP.CT
4x POSTS OR (2) 2x 511109
• MN. IS' OC.
EXTEND PLTW'OOD TO OVPPJ AP
RIM JOIST * SILL PLATE
HPAJ- IP'.22 ,apt F..C..4a..,,.
- - 3500* CAPACITY 9'I RAF'
NC UJd
.0OS * MINIMUM UN0
(SEE PLANS)
- C.ONC. FOUNDATION a FOOTING
ACED WALL PANEL
I/2' PLn1100D W/ Sd NAILS
• 3' OC . UNO /.10 r2 F_C 1(5
— 2x4 TOP 1'1..115
--- NEADER
•-7 - 2x 511105 NAIL SNEATNING
1.
TO EACH 510
- NAILS PER TArWL..E 23-I - C
i ^ RATED SHEATHING 3/S' MIN, I I Jr
1l 4'I
I ------2 . 2x4 BLOCKITr_. AT A Y
1 C.
r'LYWOOD JOINT
N TX . 0 1 ' -
1. ^--- 4 ROVED wooKED•END UXTC -T
TO CONCRETE CONNECTORS MIN
1114I00 CAPACITY IMINJ
04 Noea3B cr./ ER 01T7t.CX!,.1.I
�..•.. ..- .- , --.. -. 1 . H.t ISAR (.ANY,
Yep $ 0 - 1 0 r - I
tlb'iv[t rrF0V.2•Ies.I4 roR I k 2. 9T'ORY
0 11. E*24•1).
CRIMINAL 9ROSEC
2 • 2x PLATES • NAIL. SHEA ?NU+^,
10 EACH PLATE
(711 s ' e �Ir l Dlh. 5.5. • 71 I'MCECT IE ITI'
QI 01,1At5 5R rt.—tint—Ts PER SEC wnCo.4+
M NOTES, ! ALL STRAP FIOLDOEN9 SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS, INCLUDING CORNER INSTALLATION 't. TWO NOLDOUNS
CAN RE USED AT EACH CORNER TO MEET THE REQUIRED LOAD
2 ALTERNATE TYPES Or AT'PROVED HOLDOUNS CAN TIE USED IN
PLACE OF STRAP NOLDOUNS. SUBMIT DETAILS FOR A•4
A.F'I''a a ✓tiL.. :.
AT FLOOR OVER PONS' 'WALL OHE,4DER AT CORNER
484 o..EM NA.2.0.2.J.
..,.,.....-
t
- - -4x POSTS OR (2) 2x STUDS
• MIN. 2•' O.C.
1/2' PLYWOOD LW Ed NAILS
a3' O.C. a-''r t'' �1151,� EG •a
4,121 gest. W/ 2 MILT.
3500 CAPACI' rLOOR
TIE ANCHORS
—0/0' DIA.xI e.
(212x PLATES
-•--- 2x P.T, SILL PLATE
1-1PAI- 11722 are. O<PLIA.L.
-- 3400° CAPACITY STRAP
I- IOLDOILNS . 11
2,o4. TOP IT'LATE
—HEADER
/--`_• -NAIL SNEATNN3 TO HEADER AT
3', O.G. R)tI.
-2 - 2x STUDS NAIL 5HEATNING
T 70 EACH STUD
9 Ei d ADENAILS RS AT 5011 3' 0C 4 ALL PLATES.
I- I I.
APA RATED SHEATHING 3/0' MIN,
24/0 I
-2 • 2x4 ESLOCKIN'. AT ANY
PLTILt.OD JOINT
1 PAI -ID2 , AR. EATTANL-
- APPROVED 1400K,4O -END WOOD
711 CONCRETE' CONNECTORS WITH
2500' CAPACIri (MINX
2E PLATES • NAIL SHEA'HINCa
0A914 PLATE -
- (f/5 1711' DIA :483, - 1' 'IMd1EOMENT
CONTINUOUS 100411166 OR SL
2ly 1100 /( I11
UV11 -L. .B x li' * -
_L S/{¢ES
own 1 11 8'
(1ww r cc,)
S.Innr11 1111 I' noel $",''•' -0--
1/5" o; 4' 0 8'
3/8 x4' eft
WALT. 1112AC'Crtt7 PANEL, SC'RFU111 -
1 Vol) oll 1.01.4 panel
1'8" e 7 I ,: II or Ir
Two•slo,y I II bnrrd rowel
)/t" x 2113" x 10' 61 1041
Plywood 00 0311 (Iwo Nod)
61, II 6 0 c (0 (50,)
12 1(.1- (neldL
14 cmoicl 1 or w,$ -3(7R1
10111 ac,
8d c 1 /0 I' ,, II -
It 04° 1111 510 1 ____
E M+.oiicu.w{aw«F ,d : ells
ItyP e. (11150.1
12" o c. (Sc1d1
11011111 Ad ri 6 u 1 (4 ,184*,
12• 0 4 (Sell)
Dlocki,8 l tq or *II 0,!800
2 *out*" bolls placed at ■,r„It'
1luIdowna - I100N 01 eaub end
14allin8 1I el 6" o.4 (d8'')
12' o 1. (Sold)
3incklo5 ,egol,ell 01 oIl Opt.
J enchm bulls placed .11111(1 p le0*
Iloldowm • 111001 •I each end.
• EXTEND HEADER 10 CORNER
141' 11K..'CD ,W P.n NAILS
• 3' CC
—.. 40 P c:;JIS CR 171 7x ETUDE
- -- 324 ETLOCKIN(3 • PL WOOD
JOINTS
a-FI'
1 -I
tl
w
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�t12'9rT., ' 2!r»R.r4Ti!UCTG!9"E. 0'45
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15 4 14 4 a 3H0A T 145'0' aa.t E.A. F ra4 i2
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0'15 0F2 b1124421811* #1MS.Ir'r ,L...M° 4+4.1+4,1,
.. , e I -51^11 11 M 'p
FOR 11 IN OARAT E END WALLS AS SHOWS, IF A;FL.00R OMTERVE?45
eirroEN FGtroAT,ON AND HR+ +D,RANEl , i1-4E,PL'5150'230 SHALL
0i0ERL.A2 TI- IE,RIM JOIST AND SILL PLATE. PROVIDE; 1.401,,trrnrs,
E801,. TS AND PL TEEDO0 NAILING AS St-1041,N. 15 USED A .AE 1011,4)
WALL DETAIL 0 "1, ..
�lti :;`.f 2113;11;
HEADER SPLICE
1 1114 P11N
LAIL
LAMP" 14407111A1t 4
1 ;,,;7,71 11, 1,,
, o Alt 1,01 sole ; naird 10 now end lop 110x:, 01.11 be en1Imrell I1.
flaming 010 e
Wne,rful41s I. uIw1N,,d „to II; rued ..•il Imes rod)* 1)11,011.13 u;cIes 0n11
16 11110 w1111 brnce f wall rN6e44
\� I''; I v, .� i r -, ( ;AI i1( i.
r4.cr_;P
,.FADER f"CIZ PLs,F-1
50¢1' CAPACITY STRAP
TIE AT 17)'0'0[711 5,!
3 /6' PL 01000 W1 Ad NAILS
• 3' o C.
•lx PO5'S CR 47 STUDS'
14 PLOCKINC, • PLTI14.00
,.01•13
--- 2,4 TOP PL ATE
TIE ADER
-- NAIL SHEA IHITNG 'O NEADER AT
3' 0 C. B . W .
2 • 2x STUDS NAIL 9NEATNITMh
10 EACH STUD
SO NAILS AT 3' 00 ALL raLATES,
HEADERS I STUDS
- _APA f/ATFT': So+EATHIN^z :3' MIN.
74/0 EXP I
- -- 7 - 2444 HLOCKING AT ANY
PLY 5.10c1:2 .'DINT
PIN-V/2 ; .w. �Ln.l-
APr'ROM«t.J I D ENCT U'a'"SCD
TO GOP4tTI5SSE CNi NECTORS !011014
2400. CAMACIT'.
2 • 7x PLATES • NA11. -0 - 1EATldIl44:
Tea FtACH PLATE
"TTetTFtA dtt O,, 1'0C115
FOR USE IN GARAGE I2'53 WALLS 44 55101170 IF A FLOOR IhrTeR.d011811,
CETt4SJCN rc.js.tcAlicts AN32 1;,^ 1(' rANE. 111E PLTULOJOCC) p iAL,f -
Ox ERLAP INE YII'I 40151 Nit) SILL. P:.AT5 1'RQVIL'.k (tr2LID W5,
5101'S .LAD PI- Y NA,L.INCG AD 5i 'CuISI IP '3050 ABOVE,MON'r
UL:(,L 12•E E TAIt. •
•1
I
SOIL LOGS
SOIL LOG I
GRAVELLY, TAN,
LOAMY SAND
GRAVELLY
COARSE SAND
3
0-20'
20 " -60'
4
0-34'
34 " -60'
5
0-32'
32 " -60'
C
L
1-- -
cn
OCX
▪ DRIVEWAY
PROPOSED
47'
ELEVATIONS
FINISHED FLOOR EL.: 102.0
PLUMBING STUB I.E.: 99.5
SEPTIC TANK I.E.: INLET 99.3; OUTLET 99.0
PUMP TANK: INLET I.E. 98.8; PUMP OFF EL 94.8
SUBSURFACE MOUND GROUND ELEV. 100.8.
o°I1 -ono
109'
s
• SL5
48'
PROPOSED 4 BR
RESIDENCE
NOTES
1. ALL CONSTRUCTION TO MEET 1997 KEG COUNTY HEALTH DEPARTMENT GUIDELINES.
2. DISTANCES AND ELEVATIONS DETERMINED WITH TAPE MEASURE AND HAND LEVEL
3. DIRECT ROOF AND FOOTING DRAINS AWAY FROM DRAINFIELD AREAS.
4. NO FOOTING DRAINS OR DRY WELLS SHALL BE INSTALLED WITHIN 30' OF DRAINFIELD AREAS.
5. DO NOT DRIVE, PARK, PAVE OVER, OR REMOVE SOILS FROM DRAINFIELD AREAS.
6. CUTS (EXCAVATIONS) OF LESS THAN 5' IN HEIGHT SHALL NOT BE MADE WITHIN 15' PLUS
THE HEIGHT OF THE CUT DOWNSLOPE OF DRAINFIELD AREAS. CUTS OF 5' OR MORE IN
HEIGHT SHALL NOT BE MADE WITHIN 50' DOMSLOPE OF DRAINFIELD AREAS.
SPECIFICATIONS
1. SEPTIC TANK: 1100 GAL DUAL COMPARTMENT, CONCRETE.
2. PUMP TANK: 1100 GAL., CONCRETE. USE HYDROMA1TC OSP 33 OR EQUIVALENT PUMP.
3. TIMER: RHOMBUS MODEL TD1 OR EQUIVALENT. SET TIMER FOR TEN 48 GAL DOSES /DAY.
4. TTGHTLINE: 4' PVC ASTM 3034 OR EQUIV.
5. TRANSPORT PIPE: 2 CL200 PVC ASTM D2241; 43 LF.
6. SUBSURFACE MOUND: 10'040' GRAVEL BED; 1044' SAND BED; 2 PVC
D2241 CL200 MANIFOLD, 6 L.F.; THREE 1 CL200 PVC D2241 LATERALS,
39' LONG, 3' ON- CENTER OATH 3/16 DIA. ORIFICES 3' ON=
CENTER.
PRIMARY SUBSURFACE MOUND
EXIST. SHED TO BE
REMOVED PRIOR TO
STUB -OUT RELEASE
GRAPHIC SCALE
= 30'
30 0 15 30
ROCKY"R. ANDE'SON
CERTIFIED KING COUNTY DESIGNER #00071
CERTIFIED PIERCE COUNTY DESIGNER #474
® _ 490.02'
Nt 00 47 "E
RESERVE SUBSURFACE MOUND
PROPERTY LINES 5'
BUILDING FIIAIDATIINS 5'
SEPTIC TAMS
VOTER LINE 10'
MINIMUM SETBACKS
BUILDING DRAIN
BUILDING SEVER
SEPTIC INC DRAINFIELD t PIRIP LINES
i0'
5'
10'
ID'
375.00' t
N1 °00'47 'E
60
ANDERSON DESIGN CONSUL T AN I S
11312 222ND AVE CT E BUCKLEY, WA 98321
SEATTLE (206) 850 -3242 TACOMA (206) 891 -6211 FAX (206) 891 -6212
- �} TINOTLINE LEGEND -V- WATER LINE
} °} TRANSPORT PIPE —P— ELECTRICAL LINE
NANIFELD CLEANEIUT
-- -- PRIMARY DRAINFIELD PIPE
- -- RESERVE DRAINFIELD PIPE
- - -.W PROPERTY LINE
1
PSNE TAN(
SEPTIC TAN(
ON -SITE SEWAGE
SYSTEM DESIGN
FOR: KELLY WIELAND
4654 S. 156TH ST.
TUKWILA, WA 98144
1 25 . 00 , t
SPAT r_ _K Y9. =COUNTY
DEFT C1= ®' ;_ - i`_ .E L_TH
:HS
SITE ADDRESS
4650 S. 156TH ST.
TUKWILA, WA 98144
PARCEL 1 222304 -9014
DATE
SHEET 1 OF 5
DATE: 03 -23 -97
PERMIT ENTER.
JOB #:97121 I
REC IVED
CITY O TUKWILA
30'
r-- 30'
CNI
47TH
AVE S
30'
6
r
RESERVE S LII 1 EXIST.
I DRAINFIELD 1 DRAINFIELD
AREA SL2 L.
•
b32'—
EiiS
ATE
9°l7- 0120
-- -- 375.00'± - - - - --
T EXIST.
SHED
T .
eSLS
PROPOSED LOT 14
60' 0.51 AC.
5.62'
1
EXIST. 2BR
RESIDENCE
10
SL3
EXISTING LOT 7
1.44 AC.
SL4
C
- PROPOSED PROPERTY LINE
EXISTING LOT 14 /
2.35 AC.
/
/
/
/
/
/
/
/
/ DESIGN CONSULTANTS BOUNDARY
AD D MEN E
s
11312 222ND AVE. CT. E — BUCKLEY, WA 98321
SEATTLE (206) 850 -3242 TACOMA (206) 891 -6211 FA9 (206) 891 -6212
--- 7
/
/
/
/
FOR: KELLY WIELAND
4654 S. 156TH ST.
TUKWILA, WA 93144
GRAPHIC SCALE
1 " = 50'
25 0 25 50
NOTES
1. LOCATION OF EXISTING DRAINFIELD BASED ON 1989
AS -BUILT DRAWING BY ROBERT ANDERSON.
SOIL LOGS
SL1.0 - 36' GRAVELLY, TAN, LOAMY SAND;
36' -60' GRAVELLY, COARSE SAND.
SL2.0 - 29' GRAVELLY, TAN LOAMY SAND;
29'60' GRAVELLY, COARSE SAND.
SL3.0 - 20' GRAVELLY, TAN LOAMY SAND;
20' -72' GRAVELLY, COARSE SAND.
51.4.0 -34' GRAVELLY, TAN LOAMY SAND;
34'60' GRAVELLY, MEDIUM SAND.
SL5.0 - 32' GRAVELLY, TAN LOAMY SAND;
32'-60' GRAVELLY, COARSE SAND.
SHEET 1 OF 1
DATE:10 -08 -96
ROCKY R, ANDERSO
CERTIFIED KING COUNTY DESIGNER #00071
CERTIFIED PIERCE COUNTY DESIGNER #474
SITE ADDRESS
4654 S. 156TH ST.
TUKWILA, WA 98144
JOB;: 96162
;,o
PVC UNION
PVC CHECK VALVE
—TO BRAKED
■
Awl
SET FOR HEIGHT
OF 400 GAL. —I
SET FOR 48
GAL. CYCLE
18'
TRW 'A
PUMP
ARM'
PUMP 'OFF' EL. 94.8
1100 GAL CONCRETE PUMP TAM(
NOTES:
1. PUMP REQUIREMENT: 23 GPM AT 83 FT TDH
a POWER TO ALARMS MUST BE PROVIDED BY SEPARATE
CIRCUIT OTHER THAN PUMP CIRCUIT.
3. DRILL SMALL (1/8' DIA.) HOLE THROUGH DISCHARGE
PIPE VITHIN 2' OF CONNECTION TO PUMP TO PREVENT
POSSIBLE AIR LOCK IN PUMP VOLUTE.
4. INSTALLER SHALL TEST PUMPING SYSTEM PRIOR TO
CALLING DESIGNER FOR AS -BUILT INSPECTION.
INSTALLER TO SUPPLY ALL MATERIALS NECESSARY
(POWER, WATER, HOSE) FOR DESIGNER TO PERFORM
PRESSURE TEST.
ANDERSON DESIGN CONSULTANTS
11312 222ND AVE CT E BUCKLEY, WA 98321
SEATTLE (206) 850 -3242 TACOMA (206) 891 -6211 FAX (206) 891 -6212
625 GAL. ±
EMERGENCY
STORAGE
L2' PVC
ELL
PUMP CHAMBER DETAIL
(NOT TO SCALE)
ON-SITE sEWltGE
DISPOSAL
SYSTEM
-RISGRADE ER TO FINISHED
LOCKING COVER /
// i GRADE
•
—WIT LE. 482
CL200
PVC PIPE
SJE ELECTRICAL
( SUPER SINGLE FLOAT
O HYDROMATIC PUMP
MODEL 0SP33
OR EQUIV.
CONCRETE BLOCKS AA
" 1' +1- 41/450225
1100 GAL. DUAL
COMPARTMENT
SEPTIC TANK
SCREENED
OUTLET
BAFFLE
FOR: KELLY WIELAND
AT: 4650 S. 156TH ST.
PARCEL #222304 -9014
RECEIVED CITY UKWILA
MAY 141997 MAY 1 41997
TUKWILA PERMIT CENTER
PUBLIC WORKS
SHEET 2 OF 5
DATE: 03 -23 -97
JOB# 97121
4' PVC OBSERVATION PORT V /CAP. -J
DRILL TWENTY (20) MIN 3/16' DIA
HOLES IN BOTTOM 1' AND WRAP
V /FILTER FABRIC
WASHED
GRAVEL
SAND
24' SAND
—36' MINJ48' MAIL
12' MIN. COVER
ANDERSON DESIGN CONSULTANTS
11312 222ND AVE CT E BUCKLEY, WA 98321
44' OVERALL
40' GRAVEL
0 0
L-
THREE 39'
LATERALS
a ea
...,...,.....
VIEW A A
(VERTICAL SCALE EXAGGERATED FOR CLARITY)
VIEW B B
SUBSURFACE NUU
12' SANDY LOAM
COVER
SEATTLE (206) 850 -3242 TACOMA (206) 891 -6211 FAX (206) 891 -6212
FILTER CLOTH &
DETECTION TAPE
(VERTICAL SCALE EXAGGERATED FOR CLARITY)
40'
FILTER CLOTH U
DETECTION TAPE
(TAPE OVER EA.
LATERAL)
2' SAND ALL
AROUND GRAVEL
,,,,,,,, ,,,, ,, ,,,,,,,,,,
44'
: I' CL200 LATERAL
•
D DETAIL
B
3/8' TO 1 -1/2'
WASHED GRAVEL
ASTM C-33 SAND
ON -SffE SEWAGE
DISPOSAL SYSTEM
DESIGN
TUKWILA
PUBLIC WORKS
2' CL200
MANIFOLD
4' PVC VENT. DRILL TVENIY (20) MIN.
3/16' DIA. HOLES IN BOTTOM 7' AND
WRAP V /FILTER FABRIC. INSTALL 90
DECREE ELL WITH SLOTTED CAP AT TOP.
i• i,
FROM PUMP
CHAMBER
NOTES:
1. DO NOT DRIVE, PARK, PAVE
OR REMOVE SOIL FROM
DRAINFIELD AREAS
2. ALL CONSTRUCTION TO MEET
KING COUNTY HEALTH DEPT.
REQUIREMENTS
3. DRILL LAST ORIFICE OF EACH
LATERAL AT 12 O'CLOCK.
POSITION. DRILL ALL OTHER
ORIFICES AT 6 O'CLOCK POTITION.
4. APPROX. 48 CU. YDS. OF PERMEABLE
COVER REQUIRED. ON -SITE SOIL MAY
BE USED IF IT IS SANDY LOAM
OR LOAMY SAND FROM TO 12 INCHES.
ON -SITE AND /OR IMPORTED COVER
SHALL CONTAIN LESS THAN 10%
ORGANIC CONTENT.
5. APPROX. 52 CU. YDS. OF ASTM C -33 SAND
REQUIRED. INSTALLER SHALL PROVIDE
REcElyED CERTIFICATION T IidiIEETS
A L SPECS. CITY OF TUKWILA
MAY 1 41997 MAY 1 4 1997
PERMIT CENTER
FOR: KELLY WIELAND !SHEET 2 OF 5
AT: 4650 S. 156TH ST. I DATE:03 -23 -97
PARCEL #222304 -9014 IJOB #: 97121
2 ^
rA
HYDRO I A OR116 cr�FRMIT CENT 1
.4 G A P UMP
PUMPS A UNIT OF GENERAL SIGNAL
PERFORMANCE CURVE
OSP 33
:LLER DIAMETER 9 -1 /8"
ID SIZE 1 /H"
rn
dm
<i'''. - (7)
CO N CO LO c4 0:2
.
a.
OL I 09 0 I Ob 1 00 03 I 01 • Wd0
RECEIVED RECEIV
MAY 141997 CITY OF TI
TUKWILA MAY 1 4
F:
../ M. TDI-
IASE
ra-
V
rr
Q J .)
DESIGN OPERA
GPM /L
VOLTS
PUMP MODEL
HORSEPOWEI
DISCHARGE S
o
_
LPS 1 2
CAPACITY FLOW
PERFORMANCE TABLE
93
9'L
cr
A
Ibz
C.L.
I Z l
19L
N
t.
C
N
N
I ILL
Tr
I
I
1 03
1 00
11 11
9G
5'S
5E
/I
9G
1 617 1
1087
I_Z
1°V
\\\
I
,.
0
b'Z
95
3.5
165
1333
: METERS
: U.S. GALLONS / MINUTE I
...
TOTAL DISCHARGE HEAD
•
_., t
o= U-1
.
..:,
.
.
.
. .
L MOld
ui
r rn m co o
4
FOR: Kelly Wieland - SITE ADDRESS: 4650 S. 156th St.
SHEET 5 OF 5
FOR: Kelly Wieland
SITE ADDRESS: 4650 S 156th St
NUMBER OF BEDROOMS: 4
DAILY WASTE WATER VOLUME: 480 GALLONS
SOIL TYTPE: TYPE 1
APPLICATION RATE: 1.2 GAL/DAY /S.F.
REQUIRED ABSORPTION AREA: 400 S.F.
LATERAL ORIFICE NO. OF 3/16" DIA.
LAT. GROUND 1" DIA CL 200 RESIDUAL LENGTH SPACING ORIFICES ORIFICE LATERAL
ND. EL PVC ■ PIPE I.E. PRESSURE 01E02 fIN FEET) PER LAT FLOW (GPM) FLOW (GPM)
1 99.9 99.6 2.0 39 3 13.0 0.59 7.67
2 99.9 99.6 2.0 39 3 13.0 0.59 7.67
3 99.9 • 99.6 2.0 39 3 13.0 0.59 7.67
TOTAL LATERAL FLOW = 23.0 GPM
MANIFOLD SIZE = 2 " CL200 PVC
MANIFOLD LENGTH = 6 LF.
TRANSPORT PIPE TYPE = 2 " CL200 PVC
TRANSPORT PIPE LENGTH
PRESSURE DISTRIBUTION CALCULATIONS
43LF + 25 LF. EQUIV. IN TANK)
STATIC LIFT = UPPERMOST LATERAL I.E. - PUMP OFF EL =
99.6 94.8
RESIDUAL TRANSPORT PIPE MANIFOLD AND LAT. STATIC
TDH = PRESSURE + FRICTION LOSS + FRICTION LOSS + LIFT =
2.0 0.5 1.0 4.8 TDH = 8.3
PIPE VOLUME= MANIFOLD + LATERALS
MIN. DOSE=
PUMP DOSE =
PUMP REQUIREMENT =
RECEIVED
0.0 6.8 PIPE VOLUME = 6.8 GAL CITY OF TUKWILA
PIPE VOLUME x 7
6.8 X 7
10 PER DAY
23.0 GPM
MIN. DOSE
480 /10
8.3 FT TDH
68 LF.
RECEIVE[
MAY 141997
TUKWILA
PUBLIC WORKS
STATIC LIFT= 4.8
FEET
FEET
MAY 1 4 1997
47.5 GAL PERMIT CENTER
48 GALLON CYCLE
USE HYDROMATIC MODE SP33 OR EQUIV.
SHEET 4 OF 5