HomeMy WebLinkAboutPermit D98-0207 - DREAMCRAFT HOMES - NEW RESIDENCED98 -0207
12059 46 Ave. So.
Dreamcraft Homes
City of Tukwila
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 334740 -1220
Address: 12059 46 AV S
Suite No:
Location:
Category: NSFR
Type: DEVPERM
Zoning:
Contractor License No: MJFHOI *092DA
Permit Description:
CONSTRUCION OF NEW 1,814 SQ FT SINGLE FAMILY
RESIDENCE WITH A 440 SQ FT ATTACHED GARAGE.
PUBLIC WORKS - ACCESS, STORM DRAINAGE,
LAND ALTERING, SANITARY SIDE SEWER AND WATER
METER.
Permit Center Authorized Signature:_
Signature:__
Print Name:
VLF U l
DEVELOPMENT PERMIT
Permit No:
Status:
Issued:
Expires:
IkOAT Date: cili iai
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
D98 -0207
ISSUED
09/15/1998
03/14/1999
Const Type: Occupancy: DWELLING
Gas /Elec.: UBC: 1994
Units: 001 Fire Protection: N/A
Setbacks: North: 23.0 South: 11.0 East: 25.0 West: 45.0
Water: UNKNOWN Sewer: TUKWILA
Wetlands: Slopes: Streams:
OCCUPANT DREAMCRAFT HOMES
12059 46 AV S, TUKWILA WA 98178
OWNER DREAMCRAFT HOMES Phone: 253 859 -9697
215 E MEEKER, KENT WA 98132
CONTRACTOR M J F HOLDINGS INC Phone: 253 259 -9697
215 E MEEKER, KENT WA 98032
CONTACT VICKIE MARTIN Phone: 253 - 859 -9697
215 E MEEKER, KENT WA 98032
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
!� ___6sue Date: 9L EV
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.
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.
1
****************************************************** * * * *•k * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 136,912.62
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF
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: Y Cut: 74 Fill: 74
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: Y No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: Y
Street Use: N
Water Main Extension: N Private: N Public: N
k**************************************************** * * * * * * * * * * * * * * * * * ** * * * * * * ** * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 2,159.21
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
CITY OF TUKWILA
Permit No: D98 -0207.
Status: ISSUED
Applied: 06/12/1998
Issued: 09/15/1998
Address: 12059 46 AV
Suite::
Tenant:
Type: DEVPERM
Parcel #: 334740 -1220
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Permit Conditions:
1. No chances will be made to the plans unless approved by the
Tukwila Building Division.
2. Plumbing permits shall ., ibti ned tthourgh.4the Seattle -King
r .
County Department :of= P.i b:l�i�c` `• .wi l l be
inspected .bythat:la ency, including all gas ,piping
(296 -4722)
3. Electrical permits , shall be obta i ne'd r ,through,, "the W ash i ngton
State Division of L'�bor 'an'd Industries and rl all. elect al
work will • be inspected by.. that 'agency 6630) .
• All mechanical Work shall be under separate permit ;iscue;d by
the City of Tukwila.
• Al 1 p,er�mi ts, inspection records, and approved plans shal l4, be
avai,latbleat the ;job site prior to the start of any :Ccon- ';
struction These documents are to be maintained''.ani ,av
able until '.final inspection approval is granted. :.
6. Engineered truss draw ings..and calculations . shall :be on s.it
and 'ova i lab i e; to the :'. bu-i,l d i;ng` inspector for i nspect;i on y
purposes. ; ,Documents shall bear,th> srsa.l.., a`nd signature of;,a
WashingtonState- Professional Engineer.
7. Any expose insulations back';ing material shall have ,a Flame
Spread Rating of 25 or ':less „ material ; =shall bear identi
f ication 'showing•'the, fire perf'ormance thereof.,
8. 'All 'con,struct;ion to do in conformance with approved
plans, and`.r'equirements of the Uniform .Buliding Cod.i (097
Edition) .as . amended, Uniform MechanIcal-Code (1997 Edition)
and Washington State Energy Code' (1997 Edition). 1 '
9. Val i di�ty of Permit. The issuance of a permit or ~`' approva l
plans specifications, and computations shal.lriot be cone
strued to be a permit for, or an approval ifp any, violation
of any of :,the p of the building ,code or'of ani;:','
other ordinance of.` the jurisdiction,. ,No” permit presuai' ;ng to .
give authority to 'Violate or cancel ? the provisions
code shall be
valid.
1 0 . The storm drainage system downstream of your di w i l l
not function correctly unless ,the.::en`tir system. :is' in place.
Individual lot owners;:w required,,bv:,:theCity to
install the portion of tti,esY . with their. lot.
Applicant proceeds at their own.r:i'sk ,•° as : the storm drainage
system construction sequence is determined by individual lot
owners. The City will not install the storm drainage
improvement identified on the plan dated 2 -18 -97 and
approved on 4- 23 -98. If applicant desires to complete any
or all of the storm drainage system the City .will : issue a
separate permit for work in the right -of -way or on an .
adjoining lot if easements are secured from the lot owner.
11. The sidewalks shall be installed per plan dated 2 -18 -97 and .
approved on 4- 23 -98. Any curb cut access shall be done per
City of Tukwila's Standards.
12. All conditions associated with BLA L96 -0077 shall apply to
this permit.
13. Temporary erosion control measures shall be implemented as
sedimentation off-
site or into existing storm drainage facilities.
14. 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.
15. Driveway width shall be a 10' minimum and 20' maximum, Slope
shall be a maximum of 15%. Turning radii shall be a minimum
of five feet.
Driveway shall be paved within 30' of right-of-way.
16. Hauling over 50 cv shall require application for a Hauling
Permit prior to any associated activity.
17. New construction and substantial improvement of any
residential structure shall have the lowest floor, including
basement, elevated to a minimum of one foor above the level
base flood elevation. (100 year)
Al] buildings will be constructed and certified as built at
or above elevation shoW,h'oh'ePPrCved drainage plan
dated 2-18-97 and approkied'on 4-23-98: . (NGWDatum 1929).
18. Enclosed areas beVoW the lowest floor shll be designed to
automaticallY*gbaliza;hydrostatiC floodforceiA,mimimum
of two openings having 'la toter/net area 0 not leSi!Jthan one
square inch for eOrYsqUare foot. of'encloietLareaS.
,
to flooding 'shall be provided and with the all
openings than one foot above grade.
Openings may be equ i ped wItliscreens, louvers, or
coverings or devides provided that they permit,the,';itltPmAP
entry and exit ofiflocdWaters.
19. Anchoring 491 new construction and substantial ' improvements
hall be anchored to prevent , flotation, collapse,'',or.tlateraf
movement of the structure
20. Land Al tering -(grading) to be carried out n accordande,
the,!plan dated 2,-18797' and ,approved „
21. DoWpspouts, ,driveway, pattp,'and drainage from other,
impervious areas shall be collected An an on-site strom !Ao;
drain system: Drains' shall' be 'min: diameter, PVC
schedule - 40 or corregated.poly'ethalyne-Olpe with 'a smooth
interior wall. NO ADS pipe., Drain' shall be laid
a Minimum >1% slope for gravity discharge to location
approved by'Tub.lic Works Dept. J)Cithspouts,shall not connect
to footingdrains. Footing drain anddoWnspouts,;May'4hare
a single discharge pipe downstream,of the lowest ' footing
drain.\.% •
22. The City,,of Tukwili an undergronding;ordinanpaJrequyOng
the Power,., tel and cable:servicai
underground from the point, of connection on the":
house. • r
There shall be no occupancy, of the building(s) until, the
final inspection h as been cOMpleted:bYthe Tukwl4Iuilding
Inspector.
24. The applicant musts.n6t.ify the Cityutillty:j00ector at
206-433-0179 upon commenceMehard;,COPA4tibn of work at
least 24 hours in advance. All inspection requests for
utility work must also be made 24 hours in advance.
Water Meter Type: PERM:', ,.
Water Meter S s {,r 7.� ,
tuant .;:� z :,.., a
:Work Ordeyr:N;ca'
Con nect.ion'Fees �r' $,60 OO } yY! +�ri> ` °� \ '. o '
Install .0:40s ft i1:50`:0O y,, $..00
Ins ; r
tal1/,Dposit. �,i. $.00 s $.QQ'� ` L ,00
Plan Reir;rew `Fee ` � ` `��1Q, t10 t's. d , � '' ���; � ; � 110
Inspe; ckttion } 't Fe e: ,t. $i1� $, �f` �,��� $ 00
Water i'urri On Fe $25.00 $ QO z? �xJ $
. Special ; $.00 $. t �, 4-. 00
=Other'''Fee, n 00 Y 00 ; $ .00
WATER METER B WATE1~:.. METER . r
Applied Date: 06/12/199.8
Issued Date 09/15/1998
Permit No:
Status:
rite Address:
Location:
TOTAL
• PUBLIC W0Rk: ?'ENt f 'A PPR0
Project Name/Tenant' -
6 ea r • di AP I r
Type of work: ew Single - Family Residence ❑ Addition - Single - Family Residence
Interior Remodel- Single- Family Residence El Residential Accessory Structure'
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Value of Construction:
. • /2.
Site Address: L,� /.� , City State /Zip:
�c59 / W V
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Tax Parcel Number:
� -itl I tic, . 1 , 9.,L , - ( - e - .
Property Owner:
L) ro Cr-0_6f - Hanes
-1k-.1 l` sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Phone:
ca53) sFsq - q cog]
Street Address: City State /Zip:
D IS t. kee k e.,r, ' e l\A- tA)(L\ C1 1
Fax #:
( 3.-I - 5DC8
Contractor
I 3 F 1401(ili lne: •
' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
Phone:
G.o>) SLTI — el Lo et 7
Street Address: City State /Zip:
aIS E Mee -ter', 14M t,O(( cW: -)..).
Fax #:
� 3 ) - I -- `� aog
Architect: n '�
Phone:
- -- --
Street Address: City State /Zip:
Fax #:
Engineer: tR n 1
0 ph l i -moc i a--le S
Phone:
0 (0 3I - 5353
Street Address: City State /Zip:
.r,cl9-I \ I7L sz Ken WA G U — 51
tD
Fax #:
( CO 31 5'
Contact Person: l
U C,kl� inc‘,-411r)
Pon ) _ cup a7
Street Address: • City State /Zip:
— rr e NIfeRe.r-,.__k.a+ (A )11 C1$03
Fax #:
(63) ) — 5308
Description of work to be done:
NI w) Q S Ctl &' ) SI Irt 1-rr ( Clor
Type of work: ew Single - Family Residence ❑ Addition - Single - Family Residence
Interior Remodel- Single- Family Residence El Residential Accessory Structure'
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: !r! Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Proposed New Square Footage: 16I `1 sq. ft. Dwelling • sq. ft. Covered Deck(s)
-1k-.1 l` sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ° I 1 '
'For an Accessory dwelling, provide the following:
Lot area Floor area of principal dwelling 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 TUKWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
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 OFTHE'FOLLOWING:
Additional reviews shall be determined b the Public Works De .artment
El Channelization /Striping 971 Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling , l Land Altering: 0 Cut 7 ' 1 cubic yds. 0 Fill 71 cubic yds.
El Moving an Oversized Load: Start Time: End Time:
n Sanitary Side Sewer #t: ❑ Sewer Main Extension 0 Private 0 Public
El Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
CI Water Meter /Permanent # / Size(s): • z 1 '
❑ Water Meter Temp # Size(s): Est. quantity: gal 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 defined in Section 107.4 of the Uniform Building Code (current edition). No application shall
be extended more than once.
Date application accepted:
PLEASE SIGN BACK OF APPLICATION FORM
SI'PERMI7'.DOC 2/13/97
Dale application expires:
/z /z - 95
Proje %umber:
Permit Number:,
Applicatin taken by: (initials)
l2
•
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1
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+*a+A***a**Ah**+k*++Ak++*^*�_. +�+*+A+*+ a��*
�
CITY OF TUKNILA. WA � . _� ' . ' � � �� TRANSMIT
a,**a*A**k*+h+lr*+++a**k*h****^+*+A*A*~*kA++^++*+***k**Ak*ha+**k++
TRANSMIT Number: R9700831Amount: 12,708.25 09/15/98 11:22 ' !
Payment Method: CHECK Notation: DKEANCKAFT HOMES 'nit: DLM \
_-._-_--_-_--------- ------��---_--' -----_�'-�~-�-�=' '~
Permit No D90_0207 Type: DEVPEQM nEVELOPMEAT PEmMIT`
Parcel No: 334740-1220 ' .
Site A'ddrosg: 12059 46 AV
Total Fees: ` 13,405.21
This Payment 12,708.25 Total ALL Pmt; 13r405
Balance; .00 .'
*ia*a*.A*.A**-Aa*Aa**+*+i+i*+*+**a+**++**+****a****A**+**A**«*a**
Account Code
000/345.830
000/322.100
000/345.830
000/845.830
000/345.830
008/386.904
000/342.400
412/342.400
402/342.400
'401/388.102
401/386.520
401/342"400
401/343.405
401.388.104
402.388.104
000/322.100
000/345.830
Description
PLAN CHECK - NONRES
BUILDING - RES
PLAN CHECK - RES
PLAN CHECK - UTILITY
PLAN CHECK - WATER METER
STATE BUILDING SURCHARGE
INSP FEE - UTILITY •
INSP. FEE ^~ STORM DRAIN
%NGP FEE - SME/SSS
WATER CONNECTION
WATER INSTALLATION (DE9)
WATER INSPECTION FEE
WATER TURN-ON FEE
WATER ASSESS-HLLENTDNN
SEWER ASSESS-ALLENTOWN
LAND ALTERING PERMIT FEE
LAND ALTERING PLAN CHECK
Amount
-695~96
1,O72"2Q
696.96
2o~0O
10.00
' 4°30
15.00
15-O0
20°0|
6O"00
150.00
15.00
25.00
3.968.00
7,278.00
33.00
22.50
•
-~
'
' ,`
• •
•
.4"
A** 4* k* k:'•. k* A* A* Aik** A. A* A* 4 * 4** 4****: t**• 1• ri * *•A * *• * * * * * *:t * * * *:t * *•k * **
Iry OF TUKWILA. WA TRANSMIT
*• A***A* k':!*** A* It04*•;•** 4*'** k*4-A***A** A * *A *4.AA4 *A *A: * #* **••k ** *:t* *All **
TRANSMIT Number: R9700778 'Amount: 696.96 .06/12/98 15:33
Payment Method: CHECK Notation: DRENMt;RAFT HOMES Ir►it...flL.H
•
Permit No: 098 0207 Tyne: 1 EVPEPM DEVELOPMENT PLRM11
Parcel No: 334740-1220
Location: 45 AV 5 rt a 122 ST
Tonal Fees. 1.773.71
This Pavmer►t 696.96 Total ALL Pmts: 696.96
Ba' lance: 1.076.75
***** k$ 1**** 4 * A* AA* o1• : *•k•k *k * * * * **'d *•k* *A * *ki.k * *• Art * *:t ** **A *** *1t.*. / ***
Account; Coda Description Amour►i:
OQO /345.830 PLAN. CHECK NONI?E5
?855 06/15 9717 TOTAL 2625.34
Project:
eawfricrac 4—
Type of Inspection:
Address: 12 Os" ti6 ,4
Date called:
/ V /
Special instructions:
Date wanted:
a.m.'
p.m.
Requester:
Phone:
v
INSPECTION NO..
INSPECTION RECOR
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
� 71zai
PERMIT NO.
(206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS: 5 -z 7/
tJJ Fr
FeAr
•
Inspector:
Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No:
P •' - ct:
Ty f- blspectio
Aw -s • A
Daecalld
Special instructions:
Dat � tad r • a
�- • -�'� 0 R7J I
Re�e er• �./
P ho
�/ UW '-(4flq-- V U /
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
ir
6300 Southcenter Blvd, #100, Tukwila, 8188
Approved per applicable codes.
COMMENTS:
Inspector:
INSPECTION RECO(
Retain a copy with permit
Date:5
❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No: + Date:
PERMIT NO.
6)431 -3670
•
uired prior to approval.
Project:
Project., 1- 4orres
Type of Inspection: n t - `
t' u./ r- h q J
Address: 12059 1 46�h Ave S
Date called: 5-26-91
Special instructions:
La r
Date wanted: 5-2-1-9q a.m.
w
Requester:
/4 1e C,
Phone:20a b ?q-- 0015
Approved per applicable codes.
INSPECTION RECORO
Retain a copy with permit
INSPECTION NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila WA 98188
p98- 0207
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
572-7h
•
Inspector:
Date: 572-7 /y7
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Pr t:
1115gf Inipecti .ate ` , r ( l
7,6: /
*
Date i's .4�
Special instructions:
Date w ted � r G iel
a.m.
AO
e r
P ne: .....6).?? , l
INSPECTION RECO
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
1242-07
PERMIT PERMIT NO.
) �
6300 Southcenter Blvd, #100, Tukwila, J106f' g
V .... Approved per applicable codes. n Corrections required prior to approval.
COMMENTS:
Inspector
L./.t
0 $4 .1 EINSPECTION F Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No:
Project:
(14.-
Type of Inspection:
...5-
Address: ,
i A %),
Date called: 67
/ Ff
Special instructions:
"sk
Date wanted: i , 1/
a.m.
p.m.
Requester: d e.......
Phone:
0
El Approved per applicable codes.
COMMENTS:
INSPECTION RECORD
ffea'
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Inspector:
6U
Date:
PERMIT NO.
(206)43 670
ections required prior to approval.
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Project: r\ _
U rearria ra-c+ Homes
Type of Inspection:
wa+ey me4er
Address: 12 ° 5 9
161-)., Ave S
Date called: 5 1
Special instructions:
21 5
Date wanted:
Requester: Al c
Phone: 2 0q6
.• . .
INSPECTION RECO(
Retain a copy with permit
,'INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Date:
MO207
PERMIT NO.
(206)431-3670
COMMENTS:
67( / (hti),701V ' 1,d4tai
lino Um-I t g 40, 19,
a
Approved per applicable codes: El Corrections required prior to ap . val.
Inspector:
Date:
Ej $47.00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Project:
4)1Rt9.-4vV
Type of Inspection:
' .
A dress:
...ii
cp
Date called:
ii
pecial instruc ions:
L -ar
Date wanted:
a.m.
P.m.
Requester:
Phone:
mr7rT-TT-, • , .
•
Inspector:
E:1 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection.
Receipt No:
Date:
•
0
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
biV-02.
MUT NO/
6)43
Approved per applicable codes. Corre91ons required prior to approval.
COMMENTS:
Project: .,x
��
Type of inspection:
50
Address:
Zi 7` B /do r?
ya a a.4,5,
Date called:
f 7 f
Special instructions:
Date wanted: ! �� %
a.m.
P.m.
Requesteer:Jf
Phone No.:
f
INSPECTION RECOR --.
Retain a copy with perr .,1 _00
PERMIT NO.
INSPECTION NO.
CITY OF: TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Inspector:
1
Approved per applicable codes.
(206) 431 -3670
Correction equired prior to approval.
v Date; . L A I
$42.00 REINSPECTION FEE REQUIRED. Prior to inspections, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Proje t: '
es
Type of inspection: y
W P 3 / ` I
Address:
tpr 00,53 ..,
yrr
-�
Date called:
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TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
aye` =az 9
John W. Rants ;tifayor -::
Thomas P. Keefe, Are Chief
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T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 . • Phone: (206)..x, • Fax (206) 575.4439
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City of Tukwila
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_ _ John W.' Rants;* yor f •
. Thomas 'P. Keefe, Fire Chief ., J_
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John W. Rants, Mayor
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Permit No. 29e
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax (206) 575•4439
•
C u ff EI- _)141"it;LL •
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PROJECT NUMBER 2359 20 May 1999
CLIENT
: Dreamcraft Homes
215 E. Meeker Street
Kent, Washington 98032
ATTENTION : Bill Babb
REFERENCE : Allentown Development along 46th Avenue S, Tukwila
SUBJECT Seismic investigation
INTRODUCTION
The purpose of this report is to
present the results of a geotechnical
investigation of the foundation soils
for the new houses to be located at
the Allentown Development along
46th Avenue South, Tukwila.
Geologic research presented in the
USGS map of Seattle and vicinity
revealed that the vicinity of the site is
covered with alluvium from the nearby
Duwamish River. The alluvium is the
result of flood deposits accumulated
since the last glacial period 13,000
years ago. The depth of the alluvium
deposits at the site is not known.
HEMPHILL observed the excavations
for foundations for several houses in the
CONSULTING ENGINEERS
OBSERVATIONS
page 1 of 6 pages
The investigation and report were
authorized on 10 May 1999 by Bill
Babb of Dreamcraft Homes during a
phone conversation with Dale C.
Hemphill of HEMPHILL
CONSULTING ENGINEERS
(HEMPHILL).
development, and several test pits
at the site. The exposures revealed
that the upper 4 to 6 feet is a dense
sandy silt capable of supporting
footing loads in excess of 2000 psf.
Underlying the silt is a dense fine to
medium sand.
Groundwater was encountered at a
depth of 8.5 feet at the north end of
the site, and not encountered within
6 feet at the south end.
4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008
PHONE 425 644 1080 FAX 425 -643 -3429 dchemphill@msn.com
•
•
PROJECT NUMBER 2359
The first concern when placing buildings
over alluvium is whether the soils have
the necessary bearing capacity. Other
concerns with placing buildings over
alluvium are the potential for seismic
shaking to cause settlement, or loss of
bearing due to liquefaction.
HEMPHILL inspected the foundation
excavations, and several test pits in the
vicinity of the site, and observed that the
soils in the upper 4 to 5 feet are dense
silt.
HEMPHILL conducted penetration tests
and probing and determined that the silt
soils are capable of supporting loads in
SEISMIC EXPLANATIONS
The vibrations caused by an earthquake
create lateral and vertical forces. Since
a force causes a mass to accelerate,
then the seismic forces cause the soils
to accelerate vertically and laterally.
Those vibrations are created by P
waves that accelerate back and forth
and S waves that accelerate up and
down The waves accelerate to a
The Puget Sound area has been listed
by the map of seismic zones as Zone 3,
which can have earthquakes with
intensities of VII or greater. The average
seismic coefficient presented for a Zone
20 May 1999
SEISMIC COEFFICIENT for DESIGN PURPOSES
page 2 of 6 pages
excess of 2000 psf. Underlying the
silt is a dense fine to medium sand.
HEMPHILL observed several older
heavy masonry buildings in the
vicinity of the site that show little or
no evidence of settlement.
Many homes in the vicinity probably
existed during the 1949 and /or the
1965 earthquakes, and show no
evidence of differential settlement.
The streets are fairly level and
show no evidence of differential
settlement.
maximum velocity, and then
decelerate to zero, then reverse
and accelerate to the maximum
velocity in the opposite direction.
The forces created by the
earthquake cause the acceleration
and deceleration of the mass of
soil.
3 classification is 0.27. According to
some publications, that number is
low for poor soil conditions and high
for good. soil conditions.
PROJECT NUMBER 2359
Some experts state that the seismic
coefficients have no basis from
experience, and therefore are arbitrary.
It is not appropriate to assign the same
seismic value to an entire region of the
country.
HEMPHILL estimates a seismic
coefficient of 0.20 for this site, which is
recommended by some local building
departments. The source and accuracy
of the recommendation is not known, but
the values have been accepted as
standards and are considered
acceptable for engineering purposes. A
higher value might be appropriate where
a slide might be life threatening, which
20 May 1999
SETTLEMENT from SEISMIC CONDITIONS
Granular soils that are deposited in
nature are generally loosely placed
either by water or wind. Granular soils
are sometimes loosely deposited by
man in uncontrolled fills.
Such loosely deposited soils have fairly
large void spaces, sometimes called
pore spaces. As more soils are
deposited the loose soils will be pushed
closer together until the soil grains
contact each other, but not necessarily
in the most compact condition. As the
weight of overlying soils is increased,
the contact force between soil grains
increases, and the grains have more
difficulty sliding past each other to
become more densely packed.
is not the case at this site.
page 3 of 6 pages
The seismic coefficient is a
mathematical convenience, which is
the acceleration of the soil mass
compared to the acceleration of
gravity. The true acceleration used
to calculate the soil forces is 0.20 x
32 ft/sec/sec = 6.4 ft \sec \sec. The
weight of the soil can be converted
to mass (slugs) by dividing by 32
(acceleration of gravity), and then
the soil mass can be multiplied by
4.8 to determine the force, but it is
mathematically convenient to just
multiply the soil weight by 0.15.
That resistance of the soil grains to
sliding into a more dense condition
is the frictional resistance of the
soils. That frictional resistance is
one of the conditions that gives
soils their strength to resist shear
failures as heavy building loads are
applied.
The other condition that gives soils
strength is cohesion, which is a
sticky condition generally
associated with clay and silt, and is
nearly non - existent with coarse
granular soils. Fine and medium
granular soils are held together by
dampness between the grains that
bonds the grains like a 'weak glue'.
EF RI r 1-11L L
.
LIQUEFACTION
PROJECT NUMBER 2359
That bond between the grains can be
lost by drying the soils, or by saturating
them. That condition is well known by
children playing in a sand box, where
dry sand cannot be formed or molded,
damp sand can be molded, and a
molded sand form can be destroyed by
pouring water over it. That water 'glue' is
called capillary tension, which can only
exist in granular soils when they are
damp, and cannot exist in dry or
saturated granular soils. That capillary
tension is also what holds together clay
soils and makes them sticky. The
smaller the soil grains, the greater effect
that a water bond has between the
grains.
Unless an extremely heavy load is
applied to the deeper granular soils, the
intergranular friction, and sometimes the
capillary tension if the soils are damp,
prevents the soil grains from sliding into
a more dense condition, and they
Another condition that occurs within
loose,granular soils during a seismic
condition is called liquefaction.
Liquefaction occurs two ways; by rising
groundwater creating a 'quick' condition,
and by trapped porewater reducing the
strength of the soils.
When granular soils that are below the
20 May 1999 page 4 of 6 pages
remain relatively loose.
If an earthquake suddenly jars the
soils, the friction forces will be
temporarily reduced, and the soil
grains can be forced into a more
compact condition when the weight
of the upper soils is reapplied. As
the seismic vibrations cause
reduction and reapplication of the
friction forces, the volume of the
existing voids will be reduced, and
the soils will settle an amount equal
to that reduction in voids. That
sometimes causes a large area to
settle an equal amount, and
differential settlement can be
minimal. Differential settlement of a
structure can cause structural
damage, and differential settlement
outside the structure can cause
external drainage and sewage lines
to reverse flow, or can stress utility
lines to the rupture point.
groundwater level settle quickly
during a seismic vibration, the
groundwater that filled the void
spaces of the loose granular soils is
displaced and forced to rise. If the
groundwater rises fast enough in
more pervious soils, and can rise to
the ground surface, then a 'quick'
condition occurs.
REMPHILIb
PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages
A quick condition is similar to the cause
of quicksand, where the rising water
moving past the soil grains reduces the
frictional contact between the grains,
and therefore causes a reduction of
bearing capacity. The rising
groundwater also saturates the
previously damp granular soils and
breaks the capillary tension bond.
Therefore the soils have reduced Toad
bearing capacity by losing frictional
contact between the grains, and by
losing the capillary tension bond.
The 'quick' condition is also caused by
increased pore water pressures that
prevent the soils from maintaining
frictional contact. When the sand grains
have reduced friction caused by a
vibration, and attempt to move into a
smaller space, they are resisted by the
porewater that hasn't been able to seep
out of the pores as fast as the soils are
settling. The soils are then supported by
Because the upper soils at this site are
not granular and are relatively
impervious, water that is displaced by
settling soils would not be able to rise to
the surface to create the liquefaction
conditions at the surface.
CONCLUSIONS
the porewater which acts like small
hydraulic systems. Of course, water
has no strength to resist shearing,
therefore the porewater and
reduced soil friction combination
will fail under the imposed loads of
the upper soils and the structure.
That type of shear failure generally
occurs under narrow footings that
are near the ground surface,
causing the structure to tip over.
Structures that cover a large area
contain a large area of the soils
with a higher pressure that resists
the quick condition by preventing
the water from rising, and by
exerting enough pressure to
maintain the required friction to hold
the soils in place. If shear failures
do occur around the outer edges of
the structure, the large middle
portion of the structure will still
retain its integrity.
Because of the density of the soils
at the site, any seismic settling
would be relatively minor. There is
no evidence that settlement has
ever been a problem in the vicinity
of the site.
RrE ` MPEEEL L
•
PROJECT NUMBER 2359 20 May 1999. page 6 o 6 pages
Because the groundwater is fairly deep,
there could not be enough settlement to
force the groundwater to the surface,
even if the upper soils were all sand.
Dale C. Hemphill P.E.
Registered Engineer No. 14777
State of Washington
HEMPHILL concludes that
settlement from seismic vibrations
with an intensity of VII would be
insignificant, and that liquefaction
could not occur from any intensity.
EZEIVEPERITAL
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CITY R of TU I(WILA
•
`t" r AULC.M,R:. � z� 1( .crcl ` 1re ) JUN 1 2 1998
PERMIT CENTER
SECTION 301 — DESIGN CRITERIA
301.1 General: The criteria of this chapter establish the
design conditions upon which the minimum ventilation
systems are to be based for all occupancies.
SECTION 302 — MINIMUM VENTILATION
CRITERIA FOR ALL GROUP R OCCUPANCIES
FOUR STORIES AND LESS
302.1 General: This section shall apply to all Group R
occupancies four (4) stories or less as defined by the
Washington State Building Code. Residential structures
greater than four (4) stories in height shall comply with
Section 304, for outdoor air supply requirements. For
Source specific ventilation requirements, see Section
302.2.1. Compliance with this section shall be
demonstrated through engineering calculations or
performance testing. Documentation of calculations shall
be submitted to the building official where required.
Performance testing shall be conducted in accordance with
recognized test methods.
302.1.1 Testing: At the discretion of the building
official, flow testing may be required to verify that the
mechanical system(s) satisfies the requirements of this
section. Flow testing may be performed using flow hoods
measuring at the intake or exhaust points of the system, in-
line pitot tube, or pitot-traverse type measurement systems
in the duct, short term tracer gas measurements, or other
means approved by the building official.
302.2 Minimum Ventilation Performance: Each
dwelling unit or guest room shall be equipped with source
specific and whole house ventilation systems designed and
installed to satisfy the ventilation requirements of this
chapter.
EXCEPTION: All public corridors shall meet the
ventilation requirements in Section 1203.3 of the
Uniform Building Code.
302.2.1 Source Specific Ventilation: Source specific
exhaust ventilation shall be required in each kitchen,
bathroom, water closet, laundry room, indoor swimming
pool, spa, and other rooms where excess water vapor or
cooking odor is produced.
The minimum source specific ventilation effective
exhaust capacity shall be not less than levels specified in
Table 3 -1.
Chapter 3
VENTILATION SYSTEMS
Washington State Ventilation
And Indoor Air Quality Code
302.2.2 Whole House Ventilation Systems: Each
dwelling unit shall be equipped with a whole house
ventilation system which shall be capable of providing at
least 0.35 air changes per hour, but not less than 15 cubic
feet per minute per bedroom plus an additional 15 cubic
feet per minute. Whole house ventilation systems shall be
designed to limit ventilation to a level no greater than 0.5
air changes per hour under normal operation conditions.
Whole house ventilation systems shall supply outdoor air
to all habitable rooms through individual outdoor air
inlets, forced -air heating system, ducting or equivalent
means. Doors and operable lites in windows are deemed
not to meet the outdoor air supply intake requirements.
EXCEPTION: For dwelling units of no more than
1,400 square feet, the maximum ventilation rate shall be
0.65 air changes per hour.
302.3 Controls: All ventilation system controls shall be
readily accessible. Controls for whole house ventilation
systems shall be capable of operating the ventilation
system without energizing other energy - consuming
appliances.
EXCEPTION: Continuously operated whole house
ventilation systems switch shall not be readily accessible
by the occupant.
302.3.1 Source Specific Ventilation Systems: Source
specific ventilation systems shall be controlled by manual
switches, dehumidistats, timers, or other approved means.
302.3.2 Intermittently Operated Whole House
Ventilation Systems: The intermittently operated whole
house ventilation systems shall be constructed to have the
capability for continuous operation, and shall have a
manual control and an automatic control, such as a clock
timer. At the time of final inspection, the automatic
control timer shall be set to operate the whole house fan
for a minimum of eight hours a day.
302.4 Noise: Whole house fans located four feet or less
from the interior grille shall have a sone rating of 1.5 or
less measured at 0.1 inches water gauge. Remotely
mounted fans shall be acoustically isolated from the
structural elements of the building and from attached duct
work using insulated flexible duct or other approved
material.
EXCEPTION: Whole house ventilation systems
which are integrated with forced -air heating systems or
heat - recovery ventilation systems are exempt from the
sone rating requirements of this section.
-
1997 Edition
302.5 Ventilation Ducts: All ducts shall terminate
outside the building. Exhaust ducts in systems which are
designed to operate intermittently shall be equipped with
back -draft dampers. All exhaust ducts in unconditioned
spaces shall be insulated to a minimum of R-4. All supply_
ducts in the conditioned space shall be insulated to a
minimum of R-4.
302.6 Outdoor Air: A mechanical system shall supply
outdoor air as required in Section 302.2.2. The
mechanical system may consist of exhaust fans, supply
fans, or both.
302.6.1 Outdoor Air Inlets: Inlets shall be screened or
otherwise protected from entry by insects, leaves, or other
material. Outdoor air inlets shall be located so as not to
take air from the following areas:
a. Closer than 10 feet from an appliance vent outlet,
unless such vent outlet is 3 feet above the outdoor air
inlet.
b. Where it will pick up objectionable odors, fumes or
flammable vapors.
c. A hazardous or unsanitary location.
d. A room or space having any fuel- burning appliances
therein.
e. Closer than 10 feet from a vent opening of a
plumbing drainage system unless the vent opening is at
least 3 feet above the air inlet.
f. Attic, crawl spaces, or garages.
302.6.2 Individual Room Outdoor Air Inlets:
Individual room outdoor air inlets shall:
a. have controllable and secure openings;
b. be sleeved or otherwise designed so as not to
compromise the thermal properties of the wall or window
in which they are placed;
c. provide not less than four square inches of net free
area of opening for each habitable space. Any inlet or
combination of inlets which provide 10 cfm at 10 Pascals
as determined by the Home Ventilating Institute Air Flow
Test Standard are deemed equivalent to four square inches
net free area.
302.6.3 Ventilation Integrated with Forced -Air
Systems: The outdoor air connection to the return air
stream shall be located upstream of the forced -air system
blower and shall not be connected directly into a furnace
cabinet to prevent thermal shock to the heat exchanger.
302.6.4 Distribution: Outdoor air shall be distributed to
each habitable room by individual inlets, separate duct
systems, or a forced -air system. Where outdoor air
supplies are separated from exhaust points by doors,
provisions shall be made to ensure air flow by installation
of distribution ducts, undercutting doors, installation of
grilles, transoms, or similar means where permitted by the
Uniform Building Code. Doors shall be undercut to a
minimum of one -half inch above the surface of the finish
floor covering.
SECTION 303 — MECHANICAL VENTILATION
CRITERIA AND MINIMUM VENTILATION
PRESCRIPTIVE REQUIREMENTS FOR ALL GROUP
R OCCUPANCIES FOUR STORIES AND LESS
303.1 General: This Section establishes minimum
prescriptive design requirements for intermittently
operated systems. Continuously operated systems shall
comply with Section 302. System characteristics not
addressed in the following sections shall comply with
Section 302. A system which meets the requirements of
this section shall be deemed to satisfy the requirements of
this chapter.
303.1.1 Source Specific: Exhaust fans providing source
specific ventilation shall have a minimum fan flow rating
not less than 50 cfm at 0.25 inches water gauge for
bathrooms, laundries, or similar rooms and 100 cfm at
0.25 inches water gauge for kitchens. Manufacturers' fan
flow ratings shall be determined as per HVI 916 (July
1989) or AMCA 210.
EXCEPTION: Where a range hood or down draft
exhaust fan is used to satisfy the source specific
ventilation requirements for kitchens, the range hood or
down draft exhaust shall not be less than 100 cfm at 0.10
inches water gauge.
303.1.2 Whole House: Whole house ventilation systems
may consist of whole house exhaust, integration with
forced -air systems or dedicated heat recovery ventilation
systems. Whole house ventilation systems shall provide
ventilation capacity as specified in Table 3 -2 and meet the
following requirements:
a. Exhaust fans providing whole house ventilation shall
have a flow rating at 0.25 inches water gauge as specified
in Table 3 -2. Manufacturers' fan flow ratings shall be
determined as per HVI 916 (July 1989) or AMCA 210.
Table 3 -2 shall not be used for dwelling units with more
than five (5) bedrooms.
b. Integrated forced -air ventilation systems shall have
an outdoor air inlet duct connecting a terminal element on
the outside of the building to the return air plenum of the
forced -air system, at a point within four (4) feet upstream
of the air handler, and be equipped with one of the
following:
1. A motorized damper connected to the automatic
vwn ►ilafinn rnnfrni .c ewn:Aga/1 in C. ..firm
2. A damper installed and set to meet measured flow
rates as specified in Table 3 -2, by either field
testing or following manufacturer's installation
instructions based on site conditions; or
3. An automatic flow regulated device with field
measured or field calculated minimum negative
pressure of 0.07 inches water gauge at the point
where the outside air duct is connected to the
return air plenum.
c. Heat recovery ventilation systems: All duct work in
heat recovery ventilation systems shall be not less than six
(6) inch diameter. Balancing dampers shall be installed on
the inlet and exhaust side. Flow measurement grids shall
be installed on the supply and return. System minimum
flow rating shall be not less than that specified in Table 3-
2. Maximum flow rates in Table 3 -2 do not apply to heat
recovery ventilation systems.
303.2 Source Specific and Whole House Ventilation
Ducts: Exhaust ducts shall meet all requirements of
Section 302.5. Duct diameter, length, and number of
elbows for exhaust fans shall be as specified in Table 3 -3.
Terminal elements for exhaust fan duct systems shall have
at least the equivalent net free area of the duct work. Duct
diameter, length, and number of elbows for integrated
forced air systems shall be as specified in Table 3 -5.
Terminal elements for integrated systems shall be the same
size as the connecting ductwork or eight (8) inches in
diameter, whichever is greater.
SE ' ION 304 — MECHANICAL VENTILA
CRITE ' AND MINIMUM VENTILATIO
PERFOR ` NCE FOR ALL OTHER OC FANCIES
NOT COVE D IN SECTIONS 302 D 303.
304.1 Ventilati ' • The minimum re . irements for
operable area to pro 'de natural ve ' ilation are specified in
the Uniform Building • a e (UB ' as adopted by the state
of Washington.
Where a mechanical ve ' a ' . n system is installed, the
mechanical ventilation stem sh be capable of
supplying ventilation ir to each zon with the minimum
outdoor air quantit - specified in Tab) 3-4.
EXCE ION: Where occupancy d sity is known
and doc mented in the plans, the outside a' rate may be
bas a an the design occupant density. Unde o
cir• mstance shall the occupancies used result ' utside
less than one -half that resulting from application
able 3-4 estimated maximum occupancy values.
In all parking < rages, other
as defined in UBC ection 31
handling of automo.' es ope
and on all loading pla
shall be provided at 1.5
area. The building offi t
ventilation system d 'gn
cfm for each operat g vehicl
based on the antici .ated instan
vehicles but not 1 s than 2.5 per
the garage capa' ty. Automatic ca
systems may . - submitted for approv
Washington State Ventilation
And Indoor Air Quality Code
The outdoor air shall be ducted in a fully encl..sed path
dir= tly to every air handling unit in each zon not
provi s - ' with sufficient operable area for n • ral
ventilat ' n.
CEPTION: Ducts may term : to within 12 inches
of the take to an HVAC unit pro ided they are
physica y fastened so that the o ide air duct is directed
into the ' it intake.
an open parking garages
9, used for storing or
ting under their own power
in bus terminals, ventilation
per square foot of gross floor
may approve an alternate
o exhaust a minimum 14,000
Such system shall be
eous movement rate of
nt (or one vehicle) of
n monoxide sensing
1.
In all buil ' ings used for the repair o utomobiles, each
repair stall hall be equipped with an exh st extension
duct, ext= . ding to the outside of the buildin , which if
over 10 eet in length, shall mechanically exh • st 300
cfm. connecting offices and waiting rooms sha be
suppl' - • with conditioned air under positive press • re.
Combustion air requirements shall conform to the
r• • irements of Chapter 7 of the UMC.
Mechanical refrigerating equipment and rooms storing
efrigerates shall conform to the requirements of Chapter
11 of the UMC.
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RECEIVED
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JUN t 2 199B
PERMIT OENV
Pt% .0 0 WI
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4 BY PASS
)=11
e Date: 5 13 97
19720 BOTHELL-EVE:11E1T HWY SE, BOTHELL, WA 541/1 2-8124
. 036) 481-7101 • 1(8)0) 800-5920 FAX (X16)40Z-4811
Customer: Dreamcraft Homes
Address: 215 East Meeker
Kent WA 98032
(coke) Vinyl
Notes:
ATTENTION: AMY THOMAS
ONLY
Dinsenslonw RO/NOA
Job Address:
Phone/Floc 859-9697
Misc. Nstese
Quotation Valid For Sixty Days Maximum Unless Otherwise Noted.
Page 1/1
Job Name: INGLEWOOD I-1
Plan Revision Date:
Sales Rep. 1047 PO
Job Phone & Contact:
Total Sell
State Sales T:
Teti
Contact:
TERMS: NET 30 DAYS
Notes
Type
Bar
VT
Glass
Grids
Argon
Screen
U-V Price Each Extension
1
1050
PW
770
S
CLR TEMP
1X.3
_
2
4 0 7 0
S H 2 4
580
5 (
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824
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S
LOW-E TEMP
G
DATE
FOR
BELOW
1
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ao
- CLR
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3.
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3,D.S
CLR TEMP
e Date: 5 13 97
19720 BOTHELL-EVE:11E1T HWY SE, BOTHELL, WA 541/1 2-8124
. 036) 481-7101 • 1(8)0) 800-5920 FAX (X16)40Z-4811
Customer: Dreamcraft Homes
Address: 215 East Meeker
Kent WA 98032
(coke) Vinyl
Notes:
ATTENTION: AMY THOMAS
ONLY
Dinsenslonw RO/NOA
Job Address:
Phone/Floc 859-9697
Misc. Nstese
Quotation Valid For Sixty Days Maximum Unless Otherwise Noted.
Page 1/1
Job Name: INGLEWOOD I-1
Plan Revision Date:
Sales Rep. 1047 PO
Job Phone & Contact:
Total Sell
State Sales T:
Teti
Contact:
TERMS: NET 30 DAYS
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.
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EFFECTIVE: 487,17
R. HORN ASSOCIATES 25954 W 9880 ( 6 1- 535
5102 RECEIVED
CITY OF TUKWILA
JUN 1 2 1998
PERMIT CENTER
MS
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No.3 500
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Stud 675
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1000 650 95
550 5 375 • 95
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900 75
600
500 75
300 75
15 75
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itGd EA...x._aggs am
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p. 1 RJ s•-byrjt: I 6s*
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FP • 9 0 •• ••••••• ••• • ••••••••••••••••• •••••••••••■•■••• •••••••*••
4.04/
Ir Kit4Q40441.1.
RECEIVED
• II f t 7 tiM
PERMIT CENTER
e
•k, .
KITCHEN k11,14 NePbe.R'(ALL' 5l.•E�/A'�... _)'
. ,
P =1233 . ' uA 2 /1 P , 0r- 458
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6 2_ t + , SIB
4'- •�" • e ! trt b.x. = VA "v1-15 16 At 3s 9?ii
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w= 417 Pt. p•
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1 6 =42- .
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w i
"A. ,e- a - 5 39
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I FA. M! l.Y R M 1st1r4i
e ° )(o5
s
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A 38.� /Max: Ix • 2424-16s
M a x= R A�IZ,� Z a i ye - 1 448
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..P =5 -5 urea �'� �2 I6s
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---�j USE 4 •
'4 2 V I. A4,11J• gm 4 SIDE Vl�M1� � M• TRW A p1✓g. S lALA. L l_EV'.)
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hI = I of L P- CiN,ax = 11. 165
=.-2- 3 Mh . :'3 ,. ���.b.,.s...... S.._�.. i. ..1 h3 RECEIVED
CITY OPTi}KV'�#LA
ie,e. 2 '2. it 4 5 rub Ov!itl 2. 1998
PERMIT CENTER
CJ- C .
& E.../Leik.1.-.1L-L.EML_P.P.2.1.!_aaA IP s. r 61: st.e....W.._.S.12.1■15.)--:—
_IL?. Lilp_s §•:. 1,3. q_f ■ - z-
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---' US a. 4xe, t-ir-z.
......T.)...S -4/kg • CoszP&E. DR. 1:1P-et•l?..e.g. err_Lev_Ail.0 4 A S e)
= 6- 6. ./t-t-N2.), - _1_*A-91k.. ._
i = 4$5 PL-F tvirnaK_.=. 39 'V:, R..-16$ 5•:- 5$.
i : 45E>in
4
_ 5•44
- oe* ay= . 072'; "/30.0 = .3q! ---)P USE- 4.Eg.. Cr° g. A)...._
,1,1.) GARAGE. pB. He..A.ple,..R.4.--1..gr..-...W111.91•1)..------.
12...1 * ■./r" 2i.x :.-- VA = P L W sr- IrLe) 112s. .
\le, . 44 sb 165 .
4
=NI
7 - Citia aP_APACE; boo H es
s V Pi. F mhla e›g4 E 16s S = Bs
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CITY OF TUKWILA
,I -/•.•5 <4 2 X. .'" _ .5_1.12.5...._.... ....h ± ...5#2.'.... ....._.
----- 11.114
W = ID PI-F ni-nax.:?...39,45Ne:.thi... ..: ' - '''
piii
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—*use. 4x&r2f2 ____
esft_LPJA_MANLIRY s )
i y= I 5t3cik
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1 .-1?-47srLF I . Pyf
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• . .,.-, ._ si..maty 0 Vt... = Av .zel, 1 to ■ n t
I NI 3);;_ im_SA:Viw .____a_. . • V 5 I '79 5 ..112.s______ RECEIVED
.
. . I
, t
Cil 01 1 UK MLA
W ' rt Zt. 10c54 4)0 r;st2---: PERM IrettifeR
Mrftbx 3 5
t! EVATION CERTIFICATE
FEDER .... EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro-
vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine
the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not
required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form.
Instructions for completing this form can be found on the following pages.
CITY
•
FOR INSURANCE COMPANY USE
POLICY NUMBER
COMPANY NAIC NUMBER
SECTION A PROPERTY INFORMATION
BUILDING OWNER'S NAME
I JfPCBti 11
STREET ADDRESS (including Apt., Unit, Suite and/o Bldg. Number) OR P.O. ROUTE AND BOX NUMBER
1 . (±f.' ) - \;... i L 1
OTHER DESCRIPTION (Lot and Block Numbers, etc.) _
i.� L` - I - I j L 1-\ (\ - L.(1
Provide the following from the proper FIRM (See Instructions):
STATE
CL.1
SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
O.M.B. No. 3067.0077
Expires July 31, 1999
ZIP CODE
1. COMMUNITY NUMBER
2. PANEL NUMBER
3. SUFFIX
4. DATE OF FIRM INDEX
5. FIRM ZONE
6. BASE FLOOD ELEVATION
(In AO Zones, use depth)
7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD '29 ❑Other (describe on back)
8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate
the community's BFE: 111111 U feet NGVD (or other FIRM datum —see Section B, Item 7),
SECTION C BUILDING ELEVATION INFORMATION
1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best
describes the subject building's reference level _ILL
`I
2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation
of 1 1 I 1 1 1 U feet NGVD (or other FIRM datum —see Section B, Item 7).
(b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from
the selected diagram, is at an elevation of L 1 1 1 I I U feet NGVD (or other FIRM datum —see Section B, Item 7).
(c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L. LJ U feet above ❑ or
below ❑ (check one) the highest grade adjacent to the building.
(d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L it U feet above ❑ or below ❑ (check
. one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference
level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown
3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe
under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on
the FIRM (see Section B, Item 7j, then convert the elevations to the datum system used on the FIRM and show the conversion
equation under Comments on Page 2.)
4. Elevation reference mark used appears on FIRM: ❑ Yes ❑ No (See Instructions on Page 4)
5. The reference level elevation is based on: ❑ actual construction ❑ construction drawings
(NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which
case this certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate
will be required once construction is complete.)
6. The elevation of the lowest grade immediately adjacent to the building is:1 I 1 1 1 1 U feet NGVD (or other FIRM datum -see
Section B, Item 7).
SECTION D COMMUNITY INFORMATION
f�'G f!1VL'D
1. If the community official responsible for verifying building elevations specifies that the reference level indicated in SectiodVtlBf1IUKWILA
is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest
floor" as defined by the ordinance is: 1 1 1 1 I 1 U feet NGVD (or other FIRM datum —see Section B, Item 7). i 1 .J N 1
2. Date of the start of construction or substantial improvement
PEPM1T CENTER
FEMA Form 81 -31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION
SECTION E CERTIFICATION
This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation
information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required.
Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the
certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an
owner's representative may also sign the certification.
Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non- breakaway wall,
enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not
included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered.
I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal)
TITLE
ADDRESS
SIGNATURE
COMPANY NAME
CITY
Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner.
COMMENTS.
Page 2
DATE PHONE
STATE ZIP
BASE
FLOOD
ELEVATION
A
ZONES
ON
SLAB
V
ZONES
v�p�ii��i�j sly •y,� +.
ADJACENT
GRADE
WITH
BASEMENT
A
ZONES
ADJACENT
GRADE •
REFERENCE
LEVEL
BASE
FLOOD
ELEVATION
ON PILES,
PIERS, OR COLUMNS
A V
ZONES ZONES
REFERENCE
LEVEL
REFERENCE
LEVEL
BASE
FLOOD
ELEVATION
•iIADJACENT$;
GRADE
The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. RECEIVED
Elevations for all A Zones should be measured at the top of the reference level floor. CITY OF TUi(WILA
Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. J U M 1 2 . fin u
PERMIT CENTER
bm / 4o9 3V
PACIFIC NORTHWEST TITLI COMPANY Or RAPH KCTON,
1201 Third Avenue, suits 3800
Seattle,IMaebingtcat 91101 (208)621 -1040
TO: Re /Male
19201
Renton, Naehielgton la 55
Attn: Tim Burkhardt
co: Pacific Northwest Tit e
3.16. waabitgton Ave. 3T
Rent, Washington 9003
Attn: 3'eart/ 13 040920
Dreameraft
512 E. Nesksr 9t.
Kent, Washington 91032
attn.: relks
Dated as of may 19, 1998 at
' I .),I Nn IONJ
4 PPLIMMOTAL TITLE EXPORT
INC.
Your 2.f. MO., Dreemorele
seller: Rlinlcsr Corporation
mortgagor /Purchaser: >Drearoraft
our Order No.: 340700
Supplemental No.: 1
The following matters afLs t the property covered by this order:
• The legal description lraa been amended to read as follows:
Lots 1 through L1, inc4ue =ive and Lots 25 and 26, City of Tukwila
eoundaryr Liao Adjustment tic. LS6 -0077, recorded under Recording
Numbers 9001050589 and 9801i209L7, being a portion, of,
Lots 35 through 39, in lue;Ixvv, and Lots 43 through 40 inclusive,
Block 5, and Lots 13
la
d 14, Block 8, Plat of C.D. Hillman's Meadow
Gardena Addition to the City of Qsattle, Divieiot= MO. L, accordiwg
to the plat thereof re rdad in VOLume L2 of pLata, pages 54, in
King County, Naehingto ;
* mveept as to the manses reported hsreinebove, the t,itle to the .
property covered by this: order has NOT bean re•examinad.
0:00, a.m.
PACIFIC NORTHWEST TITL,g comma'
By: Mike Iltark•y
Title Officer
•
RECEIVED
CITY OF TUKWILA
JUN 121998
PERMIT CENTER
: NV60:5 ; 9B -GI -6 = au,t,i IN 31d13Vd: Ae ,LPN'
July 15, 1998
Ms. Vickie Martin
Dreamcraft Homes
215 East Meeker
Kent, Washington 98032
Dear Vickie:
C
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
SUBJECT: CORRECTION LETTER #1
Development Permit Application Number D98 -0207
Dreamcraft Homes
12059 46 Av S
This letter is to inform you of corrections that must be addressed before your
application for development permit can be approved. All correction requests from
each department must be addressed at the same time and reflected on your drawings. I
have enclosed comments from the Planning Division. At this time the Building
Division, Public Works Department and the Fire Department have no comments
regarding your application for permit.
The City requires that four (4) complete sets of revised plans be resubmitted with
the appropriate revision block.
In order to better expedite your resubmittal a Revision Sheet must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be
made in person and will not be accepted through the mail or by a messenger service.
If you have any questions please contact me at the City of Tukwila Permit Center at
(206) 431 -3672.
Sincerely,
Kelcie J. Peterson
Permit Coordinator
Enclosures
File: D98 -0207
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665
TO:
FROM:
DATE:
SUBJECT:
JJS /tkf
'
City of Tukwila
Department of Public Works
NOTIFICATION OF UTILITY PERMIT ACTION
Permit Center
Public Works Engineering
July 14, 1998
Dreamcraft Homes - SFR
12059 - 46 Ave S
Permit Number: D98 -0207
Contact Person: Vickie Martin
Phone: (253) 859 -9697
Allentown Water Connection Fee
Allentown Sewer Connection Fee
Access
Land Altering
Sanitary Side Sewer
3/4" Perm. Water Meter
Storm Drainage
CF: Development File (with copy of application and plans)
PW Utilities Inspector (with copy of application and plans)
Finance Dept. (with copy of application)
John W. Rants, Mayor
Ross A. Earnst, P. E., Director
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 23, 1998:
PERMIT FEE
3,968.00
7,278.00
25.00
55.50
20.00
260.00
25.00
TOTAL: $11,631.50
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) 4334179 • Fax (206) 431-3665
City of Tukwila
Department of Community Development
PLANNING DIVISION COMMENTS
DATE: June 17, 1998
FILE: D98-0207
NAME: Dreamcraft Homes
o
John W. Rants, Mayor
Steve Lancaster, Director
Please contact Michael Jenkins at (206) 431-3685 if you have any questions
about the requested revisions.
1. The elevations and site plan show a 2 car garage while the main floor plan
shows a 3 car garage. Please revise your plans to correctly show the size
garage you are requesting.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
;7)
PLANNING DIVISION COMMENTS
City of Tukwila
Department of Community Development
John W. Rants, Mayor
Steve Lancaster, Director
DATE: June 17, 1998
FILE: D98-0207
NAME: Dreamcraftl-lomes
Please contact Michael Jenkins at (206) 431-3685 if you have any questions
about the requested revisions.
1. The elevations and site plan show a 2 car garage while the main floor, plan
shows a 3 car garage. Please revise your plans to correctly show the size
garage you are requesting.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431\7670 Fax (206) 431-3665
ACTIVITY NUMBER:
D98 -0207
DATE: 7 -22 -98
t ter
PROJECT NAME: DREAMCRAFT HOMES
Original Plan Submittal
XX Response to Correction Letter #
Resp onse to Incomplete Letter
After Permit Is Issued
DEPARTMENTS:
Bu'ilifl g Division
Public Works gi
•&►Je r ) - 14
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ❑ Incomplete ❑
Comments:
TUES /THURS ROUTING:
APPROVALS OR CORRECTIONS: (ten days)
Approved ❑ Approved with Conditions
CORRECTION DETERMINATION:
Approved ❑ Approved with Conditions
\PR•ROUTE.DOC
6/99
PLAN REVIEW /ROUTING SLIP
Fire Prevention RL
lo-V1-
tructural
Please Route ❑
Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra)
REVIEWERS INITIALS:
REVIEWERS INITIALS:
Plan n" Division
A — � Ana
Permit Coordinator gip
DUE DATE: 7 - 23 - 98
No further Review Required
DUE DATE: 8 - 98
Not Applicable E
DATE:
Not Approved (attach comments) ❑
DATE:
DUE DATE:
Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
ACTIVITY NUMBER: D98 -0207
DATE: 6 -12 -98
PROJECT NAME: DREAMCRAFT HOMES
XX Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter
Revision After Permit Is Issued
DEPARTMENTS:
'u'il� ling Division zi 1� , -zs .
Puf�i,� orl� Jt �,��/
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ❑
Comments:
TUES /THURS ROUTING:
PLA SLIP
Incomplete
Please Route ❑
Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra)
REVIEWERS INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved Approved with Conditions ❑
Fire Prevention N
tructula
REVIEWERS INITIALS:
CORRECTION DETERMINATION:
Approved ❑ Approved with Conditions ❑
iii
Planning Division
c �,� dinat
e i oordinato
DUE DATE: 6 - 16 - 98
Not Applicable ❑
No further Review Required
DUE DATE: 7 - 14 - 98
DATE:
Not Approved (attach comments) ❑
DATE:
DUE DATE:
Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
1PR•ROUTE.DOC
6/98
DATE;
PROJECT NAME:
REVISION SUMMARY:
Wect
9t /ES'd
CITY OF TUKWILA
Department of Community Development
Building Division- Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
REVISION SUBMITTAL
.7 ( 7 Ic
PLAN CHECK/PERMIT NUMBER: (Ng
PROJECT ADDRESS: ti r coq InV
CONTACT PERSON: '/ LULU-
l C ✓ ) t' PHONE:
l r Y\ l C\C C . 're/ 0
a cl (061-1
GL ra_o,
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
CITY EL oF TUKWILA
JUL 221998
SUBMITTED TO: PERMIT ENTER , a
3/19/96
Md /OXQ d"IIM >f L Wd9S:90 86. ST mflf
Dear Sir:
City of Tukwila
Fire Department
Fire Department Review
Control #D98-0207
(511)
June 19, 1998
Re: Dreamcraft Homes - 12059 46th Avenue South
Thomas P. Keefe, Fire Chief
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. For short plat development (four single family homes
or less), hydrants shall be placed so that a hydrant is
within 250 feet of a building. Distance from a hydrant to
a building is measured along the path of vehicular travel.
The minimum fire flow and flow duration requirements
for one- and two - family dwellings having a fire area
which does not exceed 3,600 square feet (344.5 m2)
shall be 1,000 gallons per minute (3785.4 L /min.).
Fire flow and flow duration for dwellings having a
fire area in excess of 3,600 square feet (344.5 m2)
shall not be less than that specified in Table
A- III -A -1. Exception: A reduction in required fire
flow of 50 percent, as approved by the chief, is
allowed when the building is provided with an approved
automatic sprinkler system. (UFC Appendix III -A, sec.
5.1)
2. Your street address must be conspicuously posted on
the building and shall be plainly visible and legible from
the street. Numbers shall contrast with their background.
(UFC 901.4.4)
3. This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
John W. Rang Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439
Page number 2
co: TFD file
ncd
City of Tukwila
Fire Department
Yours truly,
The Tukwila Fire Prevention Bureau
John W. Rants, Mayor
Thomas P. Keefe, Flre Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .57$ 4439
Re( ential Sewer ' ' ' -`
wer Use Certific( ; ion Dg8_ --
(To be completed for all new sewer connections, reconnections, or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections.)
Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage
facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge
at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years.
The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected
semi - annually. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740.
(Please print or type)
KING COUNTY
Owner's Name } -� .-ect era.(- )
(Last, Fit, Middle Initial)
Property Tax I.D. Number 339"71 -1Q - —CO
Property Legal Address:
Subdivision Name P+-A. u -cc7-I Subdiv. #
Building Name
(if applicable)
Property
Street Address
City, State, Zip
Owner's Mailing
Address
(If different from
above)
Lot #
I a xx � (p1.
111AI- 111a LOA
at5 till f eke
Block #
Owner's Phone Number (353 ) Cl Ci Ir el 1
Property Contact Phone Number (D' 3 ) v q O co ')
Party
to be Billed
(if different from owner)
Party's Mailing
Address
(if different from
above)
Cit or Sewer District - 4A: a cS,,
Date of Connection:
Side Sewer Permit #
For King County use:
Account #
Monthly Rate
Six Month Due
Please check appropriate box:
Single- family
❑ Duplex (0.8 RCE per unit)
3 -Plex (0.8 RCE per unit)
❑ 4 -Plex (0.8 RCE per unit)
❑ 5 or more (0.64 RCE per unit)
No. of Units
Li Mobile home space (1.0 RCE per space)
No. of Spaces
1057 (Hey 2!96)
x 0.64 =
x 1.0 =
Residential Customer
Equivalent (RCE)
1.0
1.6
2.4
3.2
RECEIVED
CITY OF TUKWILA
JUN 2 {aa;
PERMIT CENTER
For condominiums, please fill out Supplemental Form A in addition to this form.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information
and any deviation will require resubmissipn ycorrecte d to for determination of a revised capacity charge.
Signature of Owner /Representative ��1�4�__ ___ _ _ Date
Print Name of Owner /Representative VI C-TG v`c, •
1 Ir' -1 � _ _ ` _ _
White - King County Yellow - Local Sewer Agency Pink - Sewer Customer
REGISTERED AS PROVIDED BY LAW 'AS.
CONST CONT GENERAL
.•; :.• REGIST. # • , EXP.. DATE, . .
CCO1` MJFHOI *092DA 10/01/1998
EFFECTIVE.. DATE - . 03/01/1991 :
M J. F :.HOLDINGS INC
215 • E MEEKER •
KENT WA 98032
/Z Si nature B i42�t,�j
ti _ _.._ . __. __ __ LABOR AND INDUSTRIES'.
12
LEFT SIPS ELEVPT1oN_
C,Rt;o4G - ro-,L1` }rat AWAY FROM
'P3L a 2/.i P
_/S 'TP-lM
DIRECT vaNT F/P
W /OPTIONA.L T.V. NIGH E
OPT. 2
SKYI-IVHT
5°
1°
sy.$ SILL
4 "1 STD oL.
SIDING PER
[3LDR'5. SPEG'S
4 °
4°
12-Efr ELEA/ATION
/t5°= r-O"
.1.111.1s11 AAR*
i
A.
ANIL
MIR
4111111/ 1111W
1
ROOPIN& PEP -
6l SPECS.
1 4°
3
tf
1.1P& 1004, t.0
nrImompompowenr-
rt
°
LW' ham, (O7
8° 1°
r -ONT — 11.0
OOF INC. PER
6t.DIz'5. SPA'S.
SIDING, PER
6LDR - t s . 5P E..G'S.
„[I&HT SIPS .LEVP'.TION
I /b"- I' -O"
SEPARATE PERMIT
REQUIRED FOR:
1E MECHANICAL
Et/ELECTRICAL
[LUMBING
— // P
1. GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
‘V,›
5° V
T
2
3°
5
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authodaa 1M VIOlatIon of any
adopted code or 010 Irss t of contractor's
copy of � _ PINS 8101111111111dalld.
By
Date G t (q
Permit No p'f-o2L7
REi/Igib GIP‘
NO CHANGES SHALL BE MADE TO
THE SCOPE OF WORK WITHOUT PRIOR
APPROVAL OF TUKWILA BUILDING DIVISION.
NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL
AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES.
Na-02,07
"EXPOSURE
LAP SIDING
(" FPSC IA
CITY Of i
APPROVED
OV D U
JUL 2 4 1998
AS NOTED
BUILDING DIVT' ON
4" R/5 TRIM
Ix2 R/$ OVA.
IxIQ 1 5A1JD
O
J � 1�
199$ \\� 1
PERM\ O��EP
c3 n
¢m
`�
§ Wo 3g
J
8 IV
y w n
o i 3
a s
1 n 3
z
Luo r
DRAWN
DATE
5 -23 -91
SHEET NO.
IN
JOB NO.
N
PA NTR''
�
IO"
REF
S PA.G E.
VINI'L LINE WITH
FLTERNAT KITCHEN
C ABINET PLAN
-3
• I REGT V IrtJ'T F/P
arga[_olixica NS TAL I. Pete
BotMIZY ruukop F6. D IR• EG ?ION S
FLUSH co>K_I.OPFI
[o" STEP
10 10
� IV(N& RP M
I ° 5 ° 4x
PICT.
4xSH
P toY)119T40 frig wall cA6LE
x CHF'2- 4x4HF2
SEE DETAIL ON
SHEET No.
T4' o -1- 4.rn, 07
NON- BEr4RIN4
COLUMN
4x12 2F2
4°x0
IMPACT LINE.OF F
IMPACT BAR
Lt... c)44eri
v.e.
-vte4>c4 is - t e.T0
pp -' t-
1 �.A & U pc 1310 `'"��
5/8. TYFE 4.148 COMMON
WALLS CONT. TO UNDERSIDE
OF ROOF SHEATHING Z LAyoz..5 I�
fRA% Irtc VhgWi13E.P5 ova
4t) Ito
2 a'-ON
xW 1
N�
NNO
Mica . $ S'SO
8 ° 1 ° OH.2 I I b 7 ° o.H.D.
SEE UET.SHT: 0 1 j\ ! 5EE PET. SHT. t
SEE PET.
I I' -0 "L Ohio 4x I
MANTLE,
I /4 " �i' -!�"
FLOOR JOISTS ' HF 2
SUDS 4POsrS HF
•'BEAMS 4 HEADERS 14E2
DF
RAFTERS • HF
°
51N
SPACE (� , LAZY
'_ - 5U5A•N
3Cd ,, 24' 124' 3(0" 1j2i,24
KITCHEN GA EL EVATION5
1 /4 I !_ p II
4x 12D>'2
4 ° Xo
'1x DF2
e . S °& & 51- ept.. DR.
_ a • .
/ PI ■NE•
������I ' = 11.11.1.1
, immEN ■ l] UU1MIU
�O 11w���
.i
■a■■ UUIM'i iU■UlII
'x; "'airm ■IU■i nsum IU
UU11ULL UUl ■IUN■oUI
111111111111111 moon
spruit
ALTERNATE ITC. N Pi.A
SEE SHEET S Or 7 FOR
ALTERNATE KITCHEN
CABINET ELEVATIONS.
LU MP,EfZ DESIVN• VALUES*....
Fv a'75 . ,'Fb= 1175.
Fc . 405 j
fv = 'FL,. 850
FV 9'5 , Fb4
Fv= 75, Fb °
*.DESI&N VALUES DERIVED FROM U•6.C;
TABLES 23- I -A -1 413 AND ARE.
vivEN IN POUNDS PER SQUARE INCH -_
MIGROL.aM Fv =285, Fbzeboo =ZKIO`
ZoLU - LAri Fvs1475 =1.8x
Cog DF I Fs/ g 85 Fb =1350 E= 120 xlOv
DOTE
SEE. SHEET No.6*OF7 Fog
SH!.AR 1 LL * HOLDowN
sCHEDUL
t:;9g 00•1
LINE OF FL
. _
4%12 LTF2
4°3 x0
D"
8 -Its"
(2)4 ° 5 ° 5H M /(2 °RPc,
QTR.. RHO TR/VJ. O VEIL
4x 4 HORIZ. MULLION
4xla HF2 OvE(L
a )4° 1 °5H W A') 2 R•D.
Lt -FND OYE i- -ELEV.'F'
9 ' -4"
15' -OI'
247'-0"
M
I / .A 1' -O'
5' -®li
i1
yV■ - {iP114 G2t c2
0
LA
50Lp"
50' -0"
MM gI
I - boo 3O „
MASTER
OPTIONAL TV NIGH E
c' FIR EPLAGE
/4,11 (, ®N
CITY OF 1111014ILA
APPROVE)
JUL 2 4 198
AS I'iOTO
BUILDING WINO
Al EA..
1-.1A. I N PL 984 5. F
UPPER- FL. - 830 5. F
6a1ZAe. E _ 440 s. F
, . - GARA4t ;4061 A s. F.
JUN 1 7 1998
I k11 {l,�rlLq
a o1‘3 °
x1.1% \9"
_�anNT CENw''
z •
W°�
11 _
flo
F/ riipcita appuy.k,ar °MA
CCik - •
'
"• Pr A LI A LIA
I Cf.414
1 e,
7 2.
, 0 i„ a)
22.
21 te-tser. co. TFAriSis
•.,
"....
".."
•'..."
5 1 LA.TH.C.4.11.1a4
30
292
.0 33
I.& 4 1'
144 Wk L1.6 (.1214" )
13
1633
, og/..
150.31
W114 DOW'S (...../..N.s1
Kik
/.63.,I
. 51
Is 4.25
Fixer-
11
10, 2
, 04.1
44.77
Ca4c.. -si..Ae.
to
, "1/4..
/-•-,
'
.N4yLrrird‘
Hie.
6
. (# •
4.6
oer. racoP.4. z:011,.....
41
tyoft26,44. LIA. (11104.9
'571 ,cy)
Woo Tinted
UM occas
W.G.
.1131olmum
Wu
±.-.....,
Mazjmuin
tan536
..
gil
Maximum
Elba...a 1
70
103
No Lind,
20
100
I
,...
-..!
artr111
. Unlit
Cc)P1 ft* atr
CP-14 (API 4 4 1 4, q 044 )
2) VAULTED Otgeamfoter/j2g)
Her WALLS (141 I ft.,474V!
WINIDoVi•S (i14.
4 . 2 . fr. • 14 - UA
boo
292
1 I
C3. 0:304
0.0 63.
1092-
41
mss tainotto o.4.)
r14-Ncf-
Levfk.
c).4170
DUO4Lf (11)4)
I 3517ri *1
TABLE 3.1
Mm1. IkeNC• SpodAe Wiaithaloa Capacity Anituintmatts
160.tbanut
Inatannitlendy IWO* 60 obn
Continua.. twain. 20 ebb
TABLE 34
YAW* ttouw Venni*. Raw OitiWitwiwcw
Kitchen,
100 Ctm
25 cfn.
CPA
Sadlowne liAninww 1.4acknunt
3 Wien 50 76
3 50 120
1130 160
6 120 100
TN* tab* Awl not b. mod lot *wean units conisMing ;noes than 6
badman..
TAKE 34
Prow**. Illaboat Cum Slag
1. For tech additional elbow otat 0 lam bona length
3. Fiat duals of this dawnotot ow oat peteettod with 1.13 of this siao
WWII 34
Otanttlpelve tattywood howl Ns Sao., Oast olo,
441/
162. 4
1. Rot %nods ewe 20 OM itionwe. duet dimmer 1 k�.
1. For elbows nutnbwing mote Mn 3 int..ss duct dlotnatow 1 Inch.
D9 Z-02-01
A
T E
14
SE SHEET i40.(0,OF - 1 Fog.
SHEAR WA.LL SCHEDULE
H
4 xo
`Y- to'
x Ft
+04..
UrrEg FLOO P- PLAN
f /4$ O"
50
&AN 1
1
"
4' BYPASS
S '-0 Y2- 2..•2.,
-1 4) 1
(3E 212001•1
I1( lOt7,
4)(811F2
i t* BI-roLP
S. D.
110‘/
MAST
E
156 PrzOOM
( - PHONE
4x8 Hr2
4° BYPASS
136 1)12-CX,v1
o'-
2 RADIUS
MGT UR-E.
9 x(.:. H
OF
fl
RECL„71.1.:D
JUN i / 1.198
TUKIPP LA
PUBLiC WORKS
JUL 2 1998
AS NOTED
U
RECE ILA
c mt OF T-
o \ 2 10
pestor
DRAWN
DATE
5-23
l or
SHEET NO.
1 SHEETS
Joe NO.
RESIDENTIAL DESAGN. CONSULTATION 8. MGMT
EEaIoM
7 Ill
Ass. MOM
1110.11
�c A`\!!■
lip Al ■!!!!E - �;
•.I:.,!!
u!!!m•u,� -ts!
B EDRcXJM
4° BYPAS
1 /2
SEE SHEET O.foa7F 7 'FO ft.
SHEAR WALL SCHEDULE
2° R- ■'D(U5
PI'TUR -E
4xLoH
4'
42 "x4'D'
Tula
PLATFORM
-YET=I Fl
PHONE
OPTIONAL UPPE[z- FLDO PLi'N
ALA N.,
I Psi q' °ell N
IN/7 tz 14 q
lot- loth'
4x8H
4 °4 ° X6
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4 x 8H F2
1 t ° 1° X
5 O°
5' -0'
la
4 E12p 4 1 - I ' /Z ,.
0 0
x
x
0. •
04-
0 x
WATER - 4 ES 15TANT
44.43 TO t7O " A6V.
PR/MN INLET
FteCim
1!
JUN 7 % 1998
714(w Vvonics
TUKVitA
JUL 2 4 1998
AS NOTED
bJ{LI IN DIVI SION
aEc ° w.r
cx � c \ 2199;
pe 01 G°41
DRAWN
h'r
DATE
5.23.94
SHEET NO.
OPT 1pN
iov
SHEETS
11)9 gm 02-01
1
1
1111 1141111P1 ,
0
1
1
1
II II
•
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4
1,..1(:)TE 5 LAYOUT
PIE-s- I b Ix e," (ExGepT AS NOTED)
POSTS-4x 4 HF?.. (4-x6 BEAM SPLICES)
BEAMS- 4x OFI. EXCEPT wHege NDTED
POUNPA.TIO N va_NS -icp"yci(io gacz '2)
TUK JOISTS 4
croarL 22
FOR- F/P
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FOUN17A■T 10 N PLAN
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JUN iblq8
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BUILDING DIVISION
t
DRAWN
DATE
5-25 -
SHEET NO.
'
p' SHEETSs
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AItE'R EIIQIN8Y�t6 i_nJ_CT(
3TRUCTORAL Jv9 110.fbZF20” DY:�
I is 712TH B.N. LYNNWOOD NA •
t g.. O2O1
vac?
of
DATE:
EXTEND 2) 4
TAILS TO 1
PROVIDE FURRIkil
FOR R-30 INSUL
12 "O H . �1
8 " O.H
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N L`(
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7L,/J- 6t P 4 F EL-EVAT►INS,
TF -LJSS NOTES
.- INSTALL 4 B RACE r - M A NU F SPEGS
- HO FIELD MOCIFIG/'+TON WrTHOUT
DESIGN ENGINEERS APPROVAL
- EH& E- E -IZINV TO ACCOMPANY APPROVED PLAtJS
AT I G VENTI(,A71
10`32 SQ FT.L°' /300 .3.6 - EGzIP.
28 VENT ff,L.OGKS .06754 5 F EA = I.83 S. F.
'2.,GAE3LE VENT@ I. 125 5. F. = 2.25 6 F .
ACTUAL VENT i' = 4.08 S. F
NJ
121104H
H
JUN 1 / 1998
LA
PUBLI ✓ vvORKS
'2 CAR vARAV E @
' 17 E L EV. O H LI
CITY OF TUKWILA
APPROVED
JUL 2 4 1998
AS NOTED
EIUILDING DIVISION
DRAWN
I"G
DATE
5 -23- 94
SHEET NO
6
I OF SHEETS
JOB NO.
PLAN NO.
1814
IN(�L
YLOOZ TIZB i HOLDowt:
.
v_
STIA,
, 1411.I210 •
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• LrcY.1�i'C F94 Povt
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.- INSTALL 4 B RACE r - M A NU F SPEGS
- HO FIELD MOCIFIG/'+TON WrTHOUT
DESIGN ENGINEERS APPROVAL
- EH& E- E -IZINV TO ACCOMPANY APPROVED PLAtJS
AT I G VENTI(,A71
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JUN 1 / 1998
LA
PUBLI ✓ vvORKS
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CITY OF TUKWILA
APPROVED
JUL 2 4 1998
AS NOTED
EIUILDING DIVISION
DRAWN
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DATE
5 -23- 94
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1814
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