HomeMy WebLinkAboutPermit D99-0066 - Halbert and Oliver Residence - Foundation and Footing• • . • • - • • • . •
�.....-.....
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL. PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 734060 -0101
Address: 4007 S 117 PL
Suite No:
Location:
Category: ASFR
Type:. DEVPERM
Zoning: R1'.7,2
Const Type
Gas /Elec.:
Units: 001
Setbacks: North: -
Water: SEATTLE
-Wetlands::
Contractor License,
Permit Center Authorized Signature:
DEVELOPMENT PERMIT
Okp
400 o "
South: .0. ve6Wt:
Se ; VAL VUE
S; N
Start Time:
No:
Private:
This permit shall become null and void
I80 days from the date of issuance, or
for a period of 180 days from the last
Print ,Name: 3$4_ L`t' -be-r'T'
Permit.No:
Status:
Issued:
Expires:
Occupancy:.
UBC:
otection:
.0 West:
Streams:
(206) 4313
Tukwila, Washington 98188
End "Time:
F:i 'l:'l :
End—Time:
Public:
099 -0066
ISSUED
07/.07/199.9
01/03/2000
DWELLING
1997 •
NA
OCCUPANT JACK HALBERT/JULIE OLIVER
403.0, S 117 .PL " "' TUKWILA,''WA 98168
OWNER JACK HALBERT /JULIE OLIVER,. Phone: 206- 439 -0352
CONTACT 'JACK HALBERT, Phone 206 -439 -0352
. 6564 S,''"SEATTLE, WA 98108
.* * * * *k *k ** ** * fir,* * * * ** * * ** *** ** * * * * * * *k * ** * * * *k* * *•k k *• * * * * * *kk * ** *irk k'k'k'k****1** ****1
Permit. Description:
LIFT '.OUSE /DEMO EXISTING' FOUNDATION & FOOTING
THEN INSTALL ` NEW' FOUNDATION & FOOTING..' '
PROPERTY IS ON A SEPTIC SYSTEM -REFER , TO JAN 29,
1999 K ING COUNTY • HEALTH' DEPT `APPROVAL'
PUBLIC WORKS " ACTIVITY INCL'UD'ES'" FLOOD ZONE 'CONTROL.
************. k***** k********** *k * * * *' * * * * * * * * * * * *•k * * * * ** *k* * * *k * *A * ** * * * *k** *k * *f
Construction Valuation:,- $ 10,000 : 00.
PUBLIC WOf.S PERMITS: *(Wa "ter'"Meter,` Permits `Listed Separate) ' Eng APpr: JJS
Curb Cut %Access /Sidewalk /CSS
'' :Loop. Hydrant
oo'd ` Zone
Hauling Start Time:
Land Altering Cut:.
Lan'dst;ape Irrigation
Moving ,<Oversized Load
Sanitary Side' Sewer
Sewer main Extension
Storm': Dra i nage
Street Use
' Water Main Extension Private: Public:
Phone: 206 - 439 -0352
CONSULTANT : :;k .ASSOC. , F.S. Rhone . 11206) 762 -4982
Size:Ci
.00
*** *** * ** * * * * ** ** * * ** * *** * * * * * * * * * k * * * *:* * * *** * * *•k k * * * *** *•k *•k * *** * * * ** ** * *** *A• k **
e/P,C,LDate - 7- - /-99
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 rmit.
Signature:__ _ Gr(. , Date: - *Ii
if the work is not commenced within
if the work is suspended or abandoned
inspection.
■••••
rl - 4007 J
Address: c 117 PL •
'Permit No D99-0066
e:
Tenant: Status: ISSUED
-- ,
int
‘". Type: DE VPERM
App I ied: 02/24/1999
, , _ ,.
Parcel #: 734050-0101 1 • Issued: 07/07/1999
****-4***********4*****
Permit t Onc- • -
1. ; A11 . condit associated with BLA L96-0077 sha 1 I apply . to .• •
th1 • • „ . .
will : be mada:to approved by the
Eng ineer and ttie Division. • „-,.
3. All permits ifiS001•CtiOn.i,racOrdt and appr-oved plans shali be
avallahle at. the job site pr.ior tb: -start of any con
a re to be maintained and ava i
t •
4. Electrlcal shall ned through the Washington •
State Division of L abor and Industries and a 1 ' electrical
work will be i'Aspe,Cted':b that. agency
5. Plumbing perml ts 1,1„:1?e: the'-::Seatt1
County. Departrnent 01 1 i e. Ha1th. • P:1 umb ng wi 11 be
- •
inspected by that 'agency • irieluding all gas - Piping •
• (29644722 ) - • -; • -• •
6. All ec hanical work shall he under separate perrnit. issued by
the City of Tukwi
• , • •
• ,•,, • ,
, • - .
.construct :to -rb:** (approved
plans arid-.;:'reciiii;rementS,-:",pf, the Uniforw Sul iding Code (1997
Eti)tion) Un forn, ., Mechanical (1997 Edition)
.:::.•,46tfrWaShington. State Energy-'•,:.*Code, (1997 . E d i t i o n ) . • :
'. Validity 01 Ptfljt. The Issuance of a t or app'rairiiilr, of
plans, speclfications, and compUtati:Ons; not be con-
strued to be a permit t for, or an approval Of any vi olation
of 'any • the provisions of the butiding : or of any
,..-;•otherordihince, the - jurisdiction. No perrnt ,pr7es'Uniiiig•;to
give authori tO,.....vioiate or canoe) the provisions of thls
code shall be valid.
.1,
9. Ternporary eroition, canty measUres shatt:ba-
, , . .
the f irSte:prdar,-,:!Of business to pi-event sedimentation off-
site or ',into eki'st,thg storm * ities
. .
10. The site shall have permanent 'erosion contro 1 measur es. in
place as soon as Rossible after final grading has been
completed and pripr,to the Final Inspection:.
UPON COMPLETION OF CONSTRUCTION APPLICANT 'SHALL SUBMIT
A COMPLETED FZC CERTIFICATE OF SURVEY FORM (ENCLOSED AS
PART OF THIS PERMIT) BY THE SURVEYOR OF RECORD FOR THE
DEVELOPMENT ALONG WITH A COPY OF AN "AS-BUILT" PLAN.
" •
CITY OF +111 WILA
1 1
• ?.%).'.
Project Name/Tenant:
Value of Construction:
/ O 7(�
•
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k ,h-e. r.t [ �j c � I CR [L-11 Y-►2_.
Site Address :
/ AO
City State /Zip:
1 ) I 1 --- f 1-11 PL I 1) K (.t.: ► iG (&i' 1314(
Tax Parcel Number:
X 31 C ( -no' - 0c
Property Owner:
-
Phone:
Street Address:
i407-f)
City State /Zip:
'---) l P , ;;lc, (,v/A- q? V- ('
Fax #:
c2x--, (P-)ii
16 (
Contractor: +..
Phone:
Street Address:
City State /Zip:
Fax #:
Architect:
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer: k
j
Phone:
Street Address:
City State /Zip:
Fax #:
Contact Person:
Phone:
Street Address: p
I r1 is 101C A City d i6. i
Fax #: a L 3 ci /
Description of work to be done: Lip - _ -
)\..e.� �.1�'l� 11 c � A / '�'�� . 115 Cvnc�c�lc��� 4", �Cr��ll1`
Type of work: New Single - Family Residence Addition - Single - Family Residence
A Interior Remodel- Single - Family Residence CI Residential Accessory Structure`
Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: ❑ Sewer 71 Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: /65 O sq. ft. Dwelling sq. ft. Covered Deck(s)
CX) sq. ft. Garage /Carport s sq. ft. Accessory Structure(s) /60 sq. ft. Uncovered Deck
Proposed New Square Footage: 3300 sq. ft. Dwelling sq. ft. Covered Deck(s)
"� sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 't sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) I. ( . `S''),
'For an Accessory dwelling, provide the following:
1 . k / . 75-00s' R Lot area 165 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 Tt(WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
SFPERMJ7'.DOC 2/13/97
• STAFF USE ONLY
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews shall be determined by the. Public Works Departnient)
Single - Family Residential Permit Application
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling in Land Altering: 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #: in Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage in Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Permanent # Size(s):
❑ 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:
Date agafiosV
9
Appliajion taken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
�
Date: c9 (mil Ct c
cvc c� a
1
Print name: J H� 1�-- 1 k / a L.1 c ? .:r
Phone c 6 Lk3 9 0
iax #. r U
, l6
Address: .\ cfbj s i 1'""} { el.--
City /State /Zip: Tok--{,011Ci L y4 c., 016 , 1f,
ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING.
➢ DRAWINGS PREPARED BY'' REGISTERED ARCHITECT OR PROr""SSIONAL ENGINEER MAY BE
REQUIRED BY THE BUILDI.a OFFICIAL
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ 71 Copy of recorded Legal Description from King County
17/ ❑ Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department
(206) 433 -0179 for servicing district.
7 ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-
0179 for servicing district.
1 ❑ � Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
El 171 King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ M 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, existing storm drainage system,
downspouts and foundation drains, and where drains tie -in.
7. Parking plan.
8. Lowest building elevation (if in Flood Control Zone).
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 or the
shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code).
12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the
high water mark.
13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form
H -9).
❑ Foundation plan and details
❑ Floor plan —
❑ Roof plan
El Roof
elevations (all views)
❑ ® Building height _. yrc _C� �,� i _)(2A(.)- -)Ir►) L,
��❑11 Building cross - section
❑ t7;1 Structural framing plans and details necessary to completely describe construction
nn
t�v ❑ 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).
n ❑ 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 ".
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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
SI'PERMIT.DOC 2/13/97
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.
■,
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* ** ** * * * % *{t ***k *** *fie* * *A ** k******* * * * *k * * **** * * * * * * * * * * ** * *4r *
C ITV, OF TUKWILA, WA 1 -� TRANSMIT
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TRANSMIT :•Number: 89800099: Amount: 235.75', 07/07/99..13 :22
Payment Method: CHECK Notation: JACK HALBERT ., . Init: TLR . .
Permit No: 09 0066 Type: DEVPERt4 DEV'ELOPMENT:. PERMIT
Parcel, --No: 734060-0101
Site Address " 4007 S /17 PL
Total Taos: " 353.56
This :Payment ;235.75 Total ALL Pmts:
3
Balance: ce: .00
Account Code`, Description. Amount :.
:000/322.100 BUILDING RES 181.25
0 : STATE BUILDING .SURCHARGE 4.50
000/322.400:: FLOOD ZONECON7ROL 50.00
4767 07/08 '9717 TOTAt . . 2'35.75
VIV
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CITY 0F K 1C. • • • • ,, T 11A N S •
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Num ber 1 m r • J.:1 7 8 1 0 2./ 2 4 r; r , - 1
4t1 Notit ton JACIC; 14ALBER r In i t TI.13 •
•
erm it No I)99--00 Type DEVI DEVELOPMEU1 :: PEUHIT
Prce1 1c.: 7340t0-010i
• :••• t 1 • •:. Fee; 0"
T. tit I. (LL Pnits • i1781
Acc.tnt Code on in u
000/345..E30. PLfN CHEP • •
.4. 4444, top rm... 44 ..• .4. .4. .4. ow
" • • • • • •• . • •• • . . „ .
, •••
• : : • • •
Project: i
Type o spection:
„Ad e,
Address:
. - i r, 4 0 7 ..7//7 P4
Date call .
--2
• Special instructions:
VOJO C // l'Z
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.
::
Date wanted:
j7"
Reques : /
9 cit- if
Phon , '= • , - - 4- E. w
..vli%* t.9/-7d4■27C
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
jJ ApprovJ per applicable codes.
- •
Inspector:
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431-3670
Corrections required p ior to approval.
COMM E N
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k __ Date: ° Z
E] $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:
•
Approved per applicable, codes.
IN RECORD
Retain a copy with permit
INSPECTION NO
ITY OF:TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
PERMIT.NO. 4 01x/
Project:''
r
,Special O uctions: 117 pL
Typ • Inspect'
rr/ � — Ira Ira ,ki
Date called: /
/X p.m.
Date wanted:
Requester:
9
L /
Phone;,
(206)431 -36
Zir orr'ections required pri to approval:
\ \ P(� /;
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OCa"
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( A 14 4 CUn hPc ~\ t ovt
Lt • v\ct 1 I y) II ct 4 lie i
Inspecto
Date: v....„..)11
$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:
il "rAttligatitt:a.. y a ` h. . aa....« C.M+aiu.nC«L�.u.k..JiR...'f..d
Pro ect L I_ 6. . ,-:"Ty,prf
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jnspectior 1 ....:._ 1 I
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!Ad rets: 5 . (I , oz.
Date called:
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icial instructions:C. .e 6.r
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Date wanted:
.t.
I fif UV p.m.
Requester:
Phone:
INSPECTION RECORD
Retain: a copy With permit
INSPECTION NO PERMIT NO
CITY OF TUKWILA BUILDING D*ISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
(206)431-3670
Z .- Approved per applicable codes fl Corrections required prior to approval.
COMMENTS:
I.
Ins
$47.00 REINSPECTION FEE REQUIR
at 6300 Southcenter Blvd., Suite 100.
Date.
/
(
q inspection, fee must be paid
bduIe reinspection.
Date:
Receip No:
Project:
J ra f- k l-1a1.boe'-
se
,Type of inspecti4n:
C .
Ii )0(dati n i 00,11S
Address:
(- 6-1 .S -[11 +'PL
Dat ailed:
-- 2(0 - C)c>
Special instructions:
>_ I
Date wanted:
r-1-37-1
p.m.
Requester:
5 (n t 1- -1
1 fl
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 ;B vd, #100, Tukwila, WA 98188 (206)431 -3670
Approved.per:applicable codes.
INSPECTION RECORD
Retain a copy with permit
Corrections required prior to approval.
COMMENTS:
9
` Date: 4
7/G
El $47.00 REINSPECTION HE REQUIRED. Prlo
at 6300 Southcenter Blvd., Suite 100. Call t
Receipt No :'
'1
ction, fee must be paid
reins • ection.
l"1.5! Cpl ... 1 /- 11.''. ' .th. ". /R _ _ _b.. a '+t r •
.: 6300 , Southcenter Blvd, #100, Tukwila, WA 9818
INSPECTiON NO.
,
CITY OF TUKWILA BUILDING DIVISION
Approved per applicable codes.
COMMENTS: .
ital4/
$47.00 REINSPECTION FEE REQUIRED. Prior toinspe t on, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to seliefJule reinspection.
Receipt No:
INSPECTION RECORD
Ruia copy with pirmit
PERMIT NO..
(206)431-3670
Corrections required prior to approval..
1 I'7 113/4 PL - ACL-
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plans does not awiodi.sr : ot;any
adopted cods of oil —
copy of approved M.
SEPARATE PERMIT
REQUIRED - FOR: •
e AECHANICAL
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NON HYDROSTATIC /NON STRUCTURAL SLAB
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VOLCLAY WATERPROOFING
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VERTICAL WALL AND UNDERSLAB
APPLICATION — HYDROSTATIC STRUCTURE
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(Q' PTY OF TUKWILA
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ci IiIii t+n 'I:IM; are the respOtI_.�rUyOf phip
PERMIT CENTER
PROPERTY
VALUE
TEST METHOD
vapor Permeance (perms)
!! 0,10
ASTM L - 9(, Prot: A
Water Resistance (hours)
I 7t1-
ASTM D - 779
Dry Tensile Strength (lbs./1
MD
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CMD
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Tensile s rength (psi)
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Puncture Resistance IBeach Units)
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4F-01 ii :TO IIH:[It,_ :I ,- -1-; !--Jr1P1:1Itl' 12c4112:1:77i, =.0T c i ,
1. PRODUCT NAME
Moistop Underslab Moisture -
vapor Barrier
2. MANUFACTURER
Fortifiber Corporation
4485 3andini Blvd.
Los Angeles, CA 90023
Phone: (213) 268 -6783
3. PRODUCT DESCRIPTION
Basic Uses: Moistop is used as a
supe moisture -vapor barrier
uncer concrete slabs, on or
below grade, to stop the migra-
tion ot moisture up through the
slab, under all conditions in
which a strong puncture and
abrasion resistant barrier is
needed.
Composition and Materials:
Moistop is a reinforced water-
proof paper with a polyethylene
coating on both surfaces. The
reinforced paper consist% ot high
strength kraft with glass reinforc-
ing fibers. The top and bottom are
extrusion coated with black poly-
ethylene combining the strength
of reinforced paper with the inert
quality ot polyethylene.
Sizes: Available in a standard
size roll 8 ft. wide, containing
2000 sa.tt., and approximately 10
mil_ thick. .
The standard material weighs
approximately 4.2 lbs. Per '100 sq.
tt. 0 sizes are available. Con -
sult nearest Fortitiber office tor
additional information.
Applicable Standards: Moistop
exceeds requirements or VA and
FHA minimum property stan-
dards. Meets UU- E -790a Type I,
Grace A, Style 4. Covered BY
AS"t1 F -154.
4. TECHNICAL DATA
Moistop is continually tested in
accordance with A S I M proce-
dures. The values shown in Table
the len•oamt 5pe.•Dalae I.vm;d bas be• repro•ro.c
uom cubheauon: copynfthted by Cit. 1'P4. 1'1,i lyre
LMT. 40'l owed I,, pv,Utl,.H,rt, ui Ti,,. CuuyUU.11.. 'lint~
(ii*Iii.n, Initslu(e. Aleurl4t, , N, A ;14,
Table 1
1 are averages obtained in these
tests.
5. INSTALLATION
Atter the base for the concrete
has been leveled and tamped,
Moistop is applied over the base,
with the 96 -inch width parallel
with the direction of the pour of
the concrete. All joints should be
lapped 6 inches and sealed with
an approved adhesive n
pressure - sens itive Id .
6. AVAILABILITY AND COST
Av�ilibililv:' is avail-
able in the United gates and
Canada through building supply
distributors.
Cost: For current cost intor-
mation :onsult the nearest For -
tifiber Distributor or Fortifiber
sales office listed.
7. WARRANTY
Fortifi!)er Corporation warrants
that the material meet: the speci-
fications listed herein, and that it
is tested to insure conturmance iu
the physical properties listed un-
der Rem 4. Fortifiber Corporation
is not responsible- tor damage
caused by improper use or han-
dling during and after installation.
For a tull and complete statement
ot the manufacturer's warranty,
including disclaimers, contact any
Fortifiber Corporation sales office
listed.
Unless specifically stated to the
SP P
This Spec-Data sneer conforms
to editorial style prescribed by
The Censtrtictlort Speclticat,ons
Institute. The manuldcturer is
responsible for technical ac-
curacy.
contrary. the products listed
herein are not dame retardant.
Flame retardant products are
usually available at additionaS
cost.
8. MAINTENANCE
None iequired.
9. TECHNICAL SERVICES
Technical advice and additional
information may he obtained by
writing or calling the locations
listed under Item '10.
10. FILING SYSTEMS
SPEC DATA'r' II
Sweets Architectural File
07192r FO Q
For specific information write or
call the below listed offices.
Los Angeles, CA 90023
4489 Bandini Blvd.
Phone: (213) 268 -6783
(800) 443-4079
Tracy, CA 95376
East Acacia Street
Phone: 1_209)835 -0353
0800) 732 -6464
Portland, OR 970'15
162 SE 106th St.
Phone: (503) 655 -5173
(1100) 243 -2T74
Attleboro. MA 02703
55 Starkey Ave.
Phone: t508) 222.3500
tao01 343 -3972
Howard City, MI 49329
19342 Lake Montcalm Road
Phone: tli'161937.4 RECEIVED
1800) 442 -1 Y OF TUKWILA
MAY 2 IMAY 2 tVg
PERMIT CENTER
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Concrete Underslab
Moistop® Understab
l ° rC 1 1. _ f... F P _ �a.16 • �t ; t _..
pi tretteeeran ie an fxtrernely effectiw Underslab
Vapor Retarder. Exceeds ASTM E 1745 -96 requirements for
`Water Vapor Petrrneance. The construction of Moistep
Underslab assures the architect or buiidirsy ovule ''worry
free" protection. Moistop Underslab is approximately
Mw ;c+nIne
.1 who
NEW Maistop Tape was designed for use with Meistap and Moistop Flits
Underslah' v apor ileuir :am. : r : r L• :'_'� obese nn assures moisture tight joints,
Moistly Tape also exhibits vrpor retarding performance characteristic as
Le,leiree Mr btiTM F 1745
Available in 2 inch wide. rolls x 36 yard lengths
SUGGESTEI APPIIC.tt ioN:
Prepare substrate by making it clean aid dry. Apply tape evenly over seam
and rub out any wriniiies iw ir e.'..du^^^ a p e .ticati e n
Concrete Curing Papers
Orange Lauet 13aLmraft®
Orange
•
i
the ineµstry standard for
rar to prucuce dense.
s the crremicai rra..i ufr
nrrttc when mater is
\
�i:;Cra. Th .rrenoth. and
_ is dttetmirt be the hydration
Label Sisalkraft i
rerrrete (wire. It prolongs
uniformly cured concrete. hydratio
*-hat take, place in ."e frlrmati
inirced with Yang, alravel, di
eventual life of the concur
erar.;e I shed // Ssalkraft helps _on \(oi this drying
period and reeuces.�she chances of premc• a cracan_g. .
crosser, and breaking. Unlike a chemical bun process,
Orange: Label Sisatkratt prov'oea a residuC
prccess, allowing a paintable _ Leace eau *inishec.
Orange Label Sisalkraft combines two layers of
quality. kralt paper with bi-directional ruinfercing fibers
07260/FOR
eunine 5188
12 mitt rhirk Constructec 5.ont a nrnha- La•r =r composrte
employing potyethvlene fcr seperior harrier perturmanee
and fiberglass reinturcing for tear strength and puncture
re;istance_ Tht result at tins trrtr-tue nruv i•yty , :: a;r.•'ticn•
is a p that provides:
• low Penn Riling
• High Degree or Punt_ure Resistance
• 'ear ana Scuff rsNac.1.6r,c,
• life tong Performance
Available in 96 inch wiu? rolls .c u fir :uci re:c: 12,eee :•:;
Sw Mr►isteo Plus for Sugut s.a41 Applicanr)n.
cumplaa.ely rembe•lccd :n h ulr r,rltit! asphalt to privtd :.
cnnrflnf Strtrrgth. :t .rr�uc_h treated to rr,s s;
sc ffIng, dry rut. wilder', anti shrinkage. Protects ag.i rtNt
cun'id most damage.
ScrG4ts7 . APPt ICnnrrr:
Once tA' ha: Set S t.sendy I'rard to pLnn :r
application wr ur mar top •auriarr:, urdn Labe
_b.1
•
Sisatkraft should t>•_ tilled upon the entire Surface. lap:
a �.� .r.�la Pwith Moistbo Tape
Of no its:. ln:.lr y :•, 'uiu ,_
Leave in Fl :tcn,.ier the dur,'inn el the ,.t ring perind or ur.tt
r • =_I . :rAirorr�d b' th art :h•t.ect or errgireer. !:
informatiin :+bunt urhr•r curl proer5 recommended re
rclorrrtf con. ^.tct :e, tier. and terra.: tlnors pirnrt: :711 nu
t-,c,'1incal liutline. Meets recerai L'll - 791.7 - 1
Tye 2, Grade E, Style 8. Meets A57M 71.
Avail`bte in rolls 3 . ;', 6 . :3' tvtdtns brie ii iineai tC�t.
E grades `ortilitier'•' _M. -t3 and SEtekure'' are AC:,.
available as curint; Ph:•3tie call fur details,
CITY OF TUKWILA
MAY 2 1 1999
PEgii5i . T
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clod so •
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Est -d Zo /t0 j 011
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PLAN ����V\�IEW
N V
— —6' flexible
perforated pipe
•--- f
washed rock DO go° ° pO
° °� ° �L
EIYI- SEA -ESZ
-.-± .,1.,` ` 4.v' ` . �'I ': �, ••A NT!• •: �' ,
4 �:
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compezled backfiil
5 nexlpte
perforated Dtpe
washed rock
1 10 -3'a'
overflow
splash clock
fine mesh scrsen \-• ®srramp ,rdsoild Id ' PROFILE VIEW
NTS
,119 -1
ROOF DOW
DOWNSPOUT INFILTRATION - TRENCH
N. T. 2. • • RECEIVED
• • • CITY OF TUKWIIA
MAY .2. 1 1999
OO PERMIT CENTER
91:E0 66- 2o -ddr
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Gall Landau Young
W.Ll3EET R604VArft''&
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This Sketch is intended to be a conceptual aid. GLY
Construction is not a design professional and assumes
no design liability from the information contained herein.
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DATE I
1 5/5 4 /
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DWG. NO
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CITY OFETUKWILq
MAY 2 1 1999
PERMIT CENTER
DWG. BY: y
This Sketch is intended to be a conceptual aid. GLY
Construction is not a design professional and assumes
no design liability from the information contained herein.
17 1
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Gall Landau Young
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r PERMIT CENTER
TITLE
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SCALE DWG. NO.
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This Sketch is intended to be a conceptual aid. GLY
Construction is not a design professional and assumes
no design liability from the information contained herein.
•
DATE
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SCALE
"7 " 1 '
DWG. NO.
00 /
RECEIVED
CITY OF TUKWILA
FEB 2 1999
PERMIT CENTER
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This Sketch is intended to be a conceptual aid. GLY
Construction is not a design professional and assumes
no design liability from the information contained herein.
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PERMIT CENTER
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CONSTRUCTION COMPANY,
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CONSTRUCTION COMPANY, INC.
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RECEIVED
CITY OF TUKWILA
FEB 2 4 1999
PERMIT CENTER
04?-07Y40
GALL LANDAU YOUNG
CONSTRUCTION COMPANY, INC.
DING. BY:
ARCH TQQI E RemMied
To Rep c, . %, marrIceousonn
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SEATTLE- KING COJNTY DEPT. OF PUBLIC HEALTH
2. N0 EV ST A./ STod¢M
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AECEIVEE
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DEPARIMEIS
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GALL LANDAU YOUNG
CONSTRUCTION COMPANY, INC.
acismv& . pia
EB 2 4 1999
ERMIT CENTER
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JAN 0 8 1999
EASIGA1E
HEALTH DEPARTMENT
•
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TTY OF TUKWILA
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APPROVED
SEATTLE -KING CO
DEPT. OF PUBLIC I
Pov. e.
D1vt lt-G
J NTY
EALTH -
1 %
DATE
Apt' - b' 5: 4 S 117 TA RAC*
rikw 1t,4 wq 9&1
r .� t
1
PA4Cc t. D
T
LANK
3Z'
W4RtL SfLPPLAI " A.. -V.
111TH PLACC:
. r • .r ��..�-
t3asnx
100 6/11,1,404 CONC.
56,11C ATAPw
a
4
A
4
•
1
pausG I Po...Ca.
n
Buirw 1
La `
ASPHALT gRluTe•&y
LA 141^.1
•
4
00NPIS rrte..1 oar
H 00 .3
BASEtWr sit/
1.1000 DEAN-
; o ..
K. InaTS
i. t: X/ST /lLea Fttt$ HyD&PJr APPEox 9W' cum or.., 117 Ti► R.-4
o• 'to 1 4 v5
2. tiG EcI ST. L: 5"r444,14. Doadv Ad 46i
3. HISS 5Ee . 477 ci 100 . '?&iQ Ft.0aO PL-' ' - L. 7E a- .:
room Aies ti K STEADMAN AsT =JAT6'S,
■
�- 3456 FI:cop Eaty
9.8 0
.7►-o. 'd
DATE
1 -3 9
JOB
01
'TITLE
SCALE. SSITE
Fr,
HEALTH DE?AR MI
COrMM1/.
,Q,
6, x..ti
CIA
oa
GATE
pGQA .
OWG. BY:
M K-
ITY -
kLTH -
DATE
774 A(,4O
w4, lath,
g .-.?meta. c. # Pw2c=,L, D
• • -
DRi ) —
•` Y
`ANN
1-44.40
Jot - 5 IA 1 I " 11.4-V.
PL-Ac.L
i ; •
AS?H4 -r aR$VEw
EIRSTIAA. !
I. Eytsr/Ax, FsU HijDhA - APPEox. 9147' wFSr or 1/7 h Fr•4CG
ON y0 TN 4 v&
2. Ago ErViSTi• 57D4 Dal NAE#
3, ISE- SE AlTroaC.A.a. /oo y&v4 rG0 D 0 Pi-' "- £.7Q
Paor+n 14682 11•44-, VT ADMAn+ 3' As-Toe/ATP S•
P • i.lji UE:=
bentonite
to
riport comet with water. The
iiin tcarms a tight water rc:pellent
:
when utilized in a confined
it t ieirlar to .the consistency
OT thi6, ThEl)cilltUtlite USed
n the tormulationis the &stile mater- •
in the Voiclay•TYPE 1 FA.NEL.
• Sizes: '■./olclav TITLE 1 PANELS
• :•4:3" square ".1.. thick ..'orru-
..• • g'ateo kraft panel contarning a
M.nimuni 1 lb. of granular Volclav
• ' 1-entonite per square foot t1S lbs. per
Panel total
' TYPE 3 PANEL-4:3"f.
square N ""..4" 'hid, assembly consiv.
;rig 3 'laminated corrugated kratt
nanels. The center panel containS dt
1 lb. of granular' Volclav bento-.
nite.per Square tor 12- lbs. per
pznel total ■-yeightl. .
.-'olciay HYDROBAR TI.:BE-Ac
p.o;:imately I". diarneier .4' 2' loag.
s..veight
volclay WATERSTOP-Rsi-Fle.4.:ble
• co: 16.8" long.coils.
Volclay,PENTOSEAL-T; gailon pail
Coors: All Volclav PANELS are
..... of brown krat: paper. but
each panel type is embossed with
•nifferent color labeling. The color
labeling is .!-• follows! T:pe 1 ■IdS
blue print. Type 1C has red print.
• 7 1 SWF. has black print Type IC
•
SVS has green print, arid Type 3 has
blueprint.
VoiclayllYDROBAR TUBE is neu-
tral color transparent dim containing
:trey cranular bentonite.
...oiclay WATERSTOP-R \ is black
brown release napcar.
'.olclay BENTOSEAL is -arey.
Applicable Standards: Voleis
7arit1 Bentonite Waterprooting con-
forms u) Federal G.S.A. Public Build-
ings Service Gukl <9e.cification No.
P3S:1J7130 coveting bentonite
Aateiprooting zt5 an option to 5-ply
membrane waterproofing.
BiNTOSEA.L is orrnulated to
.f.mply with D 21:' "CONE
7 E.ETRA1ION".
4. 7ECHNICAL DATA
Permeability' rating. \.'olelay
rANF1S ha%e Peen tested inde-
pendent te.sting idboratories, and
hjlie aceasureci permeandit (it
V.I volcla •Panels
appi ed maautactorers
Lornmendations are capable or
.-...aterr_Nrooting up tn
in.width.
Free Swell Rating: (.1,ranular
'nentonite used ..oiclay. Panel
'.Vaterprooting Prodwcts meets the
roitowing tcrI5t: 2 :.:. fitted into
dctionizeii water s'Aeils to occupy a
minimum mums cc,
5. INSTALLATION
Preparatory Work: The exterior
of roundazions shot.ld be tree or
..cick and shag) po before
panels me attached. Volclay TYPE 1
?A.NELS aie applied flush to founda-
5houki ht :e,moveci oefore
irustalla-
ion. Hoies. (Jacks. and honeycomb
should be par.ged using Volclay
FEN cOSE".A.L or standatd grout
.%lethoc': PE 1 PANELS
on .-articar
, ..'tact Fit,. tree. of voids and
p Paige cne.stiuction
D ints with N. RENTOSEAL to
mii.imurn depth and 3"
Volclay
TYPE I ',t,IN.ELS 4' ... 4' with
masonry nails or appros.ed mastic,
starting ::t the wall base. Fold and
7: ,tt b ch p around corners with
corrugations verticai. Attach un-
folded panels with cc::irugations hori-
zonral. 1.4p all adioin:r pane) s-2dei
1 ' and stagger ..ertic.al joints' of
succeedia2 courses. When trim-
ming. cut panels longitudinally with
the corrugation to a.-urci bentonite
loss. Serore backf Wing Volclay
HYDRC'SAR TL:ESS along and
against zhe base the fir51. panel
course. at the wall joint,
abutting ends. Tamo a bead or back-
ove• the 1-1YDRCIBAR TUBES
immediz.tely.
Backtrli compacted to at least
Proctor shall
promptly follow the application at
each panel course :o within 2' o f the
np panel edge. :f hackfill is not
immerirateiy applied against panck;
tne., shall be temociarily protected,
requ:n:d. airs :.,recipitation by
peivetrr.lene film, Polyetim,lene pro-
on vertical suifaces must be
ernoe btore nackfilling, Replaccf
panels damaged "N. precrpitatior.
4 .41:1':71-
f-s causes before. and during
Seal through wall projections. and
install '..r3Ll4y WTERSTOP
ft coarse- or irregular backtili is
used. cover panels with ACC Protet-
don Board or approved •piorection
materW. to ayoid their damage.
duzin ckiillin ar.ri compaction,
Drain tile.shall be awa.: irom
the and. beiraw the rooting
elevation.
VoicLiv TYPE 1C PANELS under
reintorcen structural slabS designed
to withstand hydrostatic pressure.
Lay 4' 4' Volclay TYPE,
IC PANELS with adjoining edges
lapped ' t". Staple panel laps .3's
requircd to Their displacement
before ai.c.i durng concrete place-
ment. ‘:tagg ioints of adidining
panel tows, When trimmiru;. cut
panels longitudinally with (orruga-
tions to avoid bentonite loss. Do nor.
extend panels over pile caps. Trowel
Volda, Biti•ji.)SEAL beads 1" lligh
around por.ettating pipe s. ducts.
etc.. I :" ntt;11 (Alan legs not
placed •l pads. Before roncrote is
poured. :enlace any damaged or
pardes oa,jei. Place concrete
promptl. and carefully to avoid
panel damage pouring and
vibrating•.
Volrla... TYPE 1 PANELS attached
to soldier beams ,:mr.1
lagging edges tignth. to provide max-
imum mounting Surface and contain-
ment iLr bentonite panels receiving
concrete pour. Caps greater than
shc:eld be fiileci, then covered
with a suitable fabric, plywood, or
AQ1...1:‘,DR,Ar 15 • prefabricated
drainage ,stem. Trowel Volt:lay
BENTOSEAL miecs along all flange
edges and around tie back plates
when they are used to eliminate
exectss1.-e voids panels.
lagging face. i5 very irregular apply
'..:" thrrk plvvvunri covering, ag re-
quired. to obtain an even mounting
surface for pane. Cr)Vtf all bento-
nite panel mounting surfaces, as re-
quired. with 4 mil polyethylene
sheets laoped to protect back.
sides of panels against water infiltra-
tion before concrete is poured. Prior
7.4) installation o: reinforcing freel, at-
Volrlay TYPO I PANELS 4' ). 4'
• •Ic" ro prepared mounting rac'-
wih
large had nails as required, to
Delq-.00w
RECEIVED
CITY OF TUKWILA
MAY 21 1999
PERMIT CENTER
►t�.t:11J: :i EF'L•I . ! :IiP= illr..
WARRANTY
= .1st —. r:-
�tLJinXUi
F F —i + i:'- .1.'?? lit
_ 1st
hiuid:Panels In riusition oetcre.an
uurirIL
concrete pface:ment•.t- i
:ic; d,.it ;ac:n panels irons corners
.L9th' Iirlte mica , 'attach`.unto,d_d
pain; with times noriaontai. Lap all
:"•id ;olr,lne' panel ethos. 1 • and
: -aseer erticar ;oin is : rrt succeeoin%:
panel :cuurSes. Drape and secure
rnri polvt•thvlene her lapped 4"
oV installed panels tur protec-
tion Ss_ ainst.pre.Cipitltion. Sheets
rr r.r. t I removed im ;;ieaiately h`-
tole ' :c nc:rete pour.. Replace panel,"
riam,:aed bY Precipitation or rather
cause:,'"erore acrd daring concrete
poor, Uww.care ;placin'g and vibrating
concrete to avoid pane. damage.
ie I through Wall proieccians 3nd
rstcll vc,lclnv WATERSTOP -R%.
Precautions: ScI1t'dult,:pplh :-
nrin 6; ;'Pithy materials to permit
Prompt hlacc- nenLuf bachriil 3nif
- all cahcret.e. and protect installed
rr,a:tiriafs agair,stpllysiical damage
rn:iisture duline the ihtai
Storage or Materials: top V'-i-
:I {c' materials dry prior to their : u>u_•
lj_e with arequate polveth• :l ne nr
Canvas covering for :<ilaes and . top
and 'j:;e c iock= or skids or sufficient
het.li underneath the material to
'maintain separation from ground
water
WATERSTOP -R Y i5 not an expan-
<.Iniu ;pint material. E%parrsion ioir.fs
ate tor;- responsibility of others,
6. AVAILABILITY AND COST
at. iiabili[�: Volclav panels are
available ;.hroughout the United
States, Canada. the Far East, and
Europe. through a network of Amer-
:can Cvllo:d Distributors, Contact
:he manufacturer for the nearest
fast rcutor'i, location.
Coat: Applied costs are dependent
r. pen.local labor costs, rreight rate;,
ioh site conditions., etc. Corgis are
c':"rnpetitive '. ith conventional
'waterproofing materials.
!nto:rr.;:tl: _pit ;t!reU hNrl in
<upereaes _all pre rr usl'. lit inted ..
matter ana k subject ' change -ith-
out notice. .
All guC r sold i roller are war-
anted t') be. tree from dcfectr.in
material and workmanship,
The turegoing ',warranty is in lieu .
of and exit ludes ail other .warranties
nut e \prressly set torch
.whether ewress or implied by caper -.
ation of lary or otherwise. including
but not limited to u rry implied war -
rahties of rrlerchantahiiity or :itness.
Seller •: :nail r,r,•. he liable or
incidental or crmseaur_r. :ial anise_,
rl 1r,1a� e5• .a' r .Lens =: rlireCtl.'
indirecth••arising frurn the salt..
handling cr use nt t-_ :'cs, or rrum
am g ather rause relating rnbfeto. and
Seller's liability .:e- rur,der in any
35? i• r.cpressl'• ii -itµt: •o the re-
.al aremenr ;in• the :rote Originally
shippeilt „t` ;uor.l_ r.o; complying
with this afireen1e' Seller'_
election. to :n': repa . r1°nt of. or
crediting
Over ..1rn. a•.amount
equal to the purrlt_s- pl cc err such
gifnrlb, :nether sac'; claiT.s are for
breach or warranty rrr�ligence.
Any ci.tim by BL•\ et ,.yith refer-
• ence.to the grads _r).d hereunder for
any causer shall be deemed waived
by Sw, er unler:s : ubmitt d to Seller
in wricin3 :iirr ,30t days
tram the date Buyer d:scovered
co should have discovered. any
claimed breach.
materials should i7e irr,pected and
tested br purchaser orior to their use
if product quality is subject to %.eriri-
cation after shipment. Performance
guarantee: are normally Supplied by
the applicator. Evpans :on Iuints are
the iesponsibiliry ref :?rhers.
PLEASE TURN PAGE FOR BASIC DETAILS COVERING USE OF VOLCLAY
PANEL BENTONITE WATERPROOFING.
4:25 40.13E71E,
B ... MAINTENANCE
Ullr' required.
9. TECHNICAL SERVICES
Comoietc technical service
available upon request to the man -
rrf, These services include.
water allalvsis to determine COrnpati -.
billy or conditions h1:ot' grade. zinc!
review hi drawing and'specirica
tons. Prescribed modifications ate'
rccommended ..hon required tr,
accommodate special conditions.
The manufar.;urer and distributors
also wrlri, with the contractor .
through the initial st :l.tes, to assure
proper installation procedures. For
specialized services, a fee may be
negotiate° with the cnnrracicir.
Contact manufacturer for current
data, , ;Jdi:ional instailation instrur:-
tions• technical information, and ,
cunimen-s on design conditions nut
covered herein.
10. FILING SYSTEMS
Electronic SPEC- DATA
SPEC- D,.TAr II
Sweet's Architeuurrl Fife
Sweet's •n''ustriai Construction'
File
Literature available upon. request,.
from the manufac tier.
RECEIVED
CITY OF TUKWILA
MAY 2 11999
PERMIT CENTER
".•
C.`
upon contact with water. The
forms a tight yvaterropellent
seal .vhen utilized in a confined con-
dition. It is .flinilar tu the consistency
ot thic The bentonite used
in the formulation is the some mater-
ial as in the Volciay•TYPE 1 ='ANEL.
Sizes; Volclay TYPE 1 PANELS
; 46" 5cluare '1," thick ..:orru-
gated • kraft panel containing a
eirrium 1 lb. of granular 'Volclay
i per square foot (18, lbs. per
panel total weight •
• voiclay. TYPE 3 PANEL-4:3" s 4z-1"
square ''.1" thick assembly cunsist-
jne...if J laminated corrugated k.ratt
panels. The. center panel contains at
least 1 lb. of granular Volclav 'demo-
nize per square foot (24 lbs, per
panel coral weight!.
HYDROBAR
pn.orimately 2" diameter 2 long.
thS.
• Volclay WATERSTOP-R\—Nesible
. cor•:1" . .. , ..4.. 168" long coils.
.$ :1h.ILNFT. •
.••Vulclay PENTOSEAL-3 • ailon pail
Coors: Volclay PANELS are
c....rtstructedof brown kraft paper, but
each panel type is embossed with
different colur labeling, The color
labeling is follows r r?pe 1 has
.blue print.•Tvpe 1C has red print,
Tp l'SWB has black print. Type 1C
S'ytiS has green print, and Type 3 has
blue print.
'yolclavl-IYDPOBAR TUBE is neu-
tral color tianspatent film containing
• oranular bentonite-.
WATERSTtDP-PA is black
wilh brown release paper.
olclay BENTOSEAL ts
Applicable Standards: Volciay
Fariei Bentonite Waterprooting con-
forms to Federal C,S.,A. Public
ings Service Cold' Specification No.
PES: u7130 covering bentonite
Aaterprooting as an option to 5-ply
membrane. waterproofing,
i..iNTOSEAL k ioirnulated to
, Aith $TN 1 D 217 "CONE
E''.ETRATION".
4. TECHNICAL DATA
Permeability rating Volc I a v.
PANF1S ha'. e been tested by inde-
pendent testing laboratories, nd
hi.11:. a measured permeanditi, 01
eF—c.E—.1.:.:r.:014 II.: 7. ':' ilir ..r.i_iFFL.. c...iIPl I , - F.0 CI-I
..., .
'.....ilclay—A Wvornina bentonit ....: 1 -. 10 r:lias,e.c. voicia. Panels ('.,. other L'Ille before and littring
. • 1
'i..:.fir to..vel application, BEt "....- when at..pi ed -.., riarluTaLtorers re - ......,ach.nil.
commendations are capable or
vaterprooting uracs or-up to
!" in width.
Free Swell Ratine: C,ranular
bentonite used in orciay Panel
t.vaterproc.finiz Products meets the
following test: 2 i into
deionized water swells ro occupy a
minimum ()fume of 1 cc.
5. INSTALLATION
Preparatory. Work; The emerior
of touncl;:tions shot.ia be tree or
• aricl sharp proiections before..
paneIN are attached...old TYPE I
PANELS a.e applied fl.r.st• to founda-
7ron Surrace irra.gularicies
should he removetHefore
Huies. rcks, a:id honeycomb
should be parged using Voicla?
FEN IOSEAL or standard grout
tiachniques.
,%fethoc volclay T`r PE 1 PANELS
concretr:
. urrac e. r. he free voids ano
p Parse chr.struction
BENTOSEAL to
'..i" minirnurn tieLd.r and 3"
minimum width. Volclay
TYPE 1 i,;NELs 4' 4' with
masonry nails or J1.: proved mastic:,
starting ::t the wall hase. Fold and
attzsch panels around corners with
orrugations vertical. .Attach un-
folded panels with corrugations hori-
2onral..Lap all adjoining panel edge.;
l'•_" and stagger yertical joints of
succeedin2 ,...ourses , Nhen trim-
ming. cut panels lungirudinally with
the corrurcation c avoid bentonite
loss. Eefore oacktinifig
HYDFICSAR TUBES along and
a!zain:it 'ease the first panel
course. at the wall-:ooting joint,
abutting ends. Taino a bead or back-
till ove• the InYDROBAR TUBES
iriimedi rely.
Backtill compacted :o at least
i:1'.3% !N 'modified Proctor shall
promptly follow the application or
each panel course to within 2" of the
top panel edge. :7 backfill is not
irnmiidiately applit.p against oanuls
be temociarilv plotected,
as requ.reri. agains• precipitation by
polvetn.,1F:ne Ohm PolyetnvIene pro-
.. on rtical surfaces must be
•erno..e..1 below nackiiiiir.g. Replace
panels darria.rced •:.. precipitation
I through wail projections. and
install '.inIclay WATERSTOP.F
It coari or irregular backtili is
u5e',1, cover pant-.. ...all ACC' Protec-
tion Boain or approved piotection
materiz.i. to avoid damage
dulMe.bickiilling and compaction. ,
Drain tile shall be away ;torn
the and beic.w. he footing
devotion.
voiclav TYPE 1C P.;t4ELS. under
reintorcen structural slabs designed .
to withstand 'nvdrostatic pressure.
Lay 4' tit." Volclav TYPE
IC PANELS with .1:donning edges
lapped :". titanic: panel laps ss
required tu ;net: displacement
before and during concrete place-
nicni. Stagger : adjoining
panel tr. trimming. cut
panels 1...‘ngitudinally•with coiruga-
Lions to avoid bentonite lobs. Do not
extend panels over pil caps. Trowel
volt:lav i3Ei•-4T0'...%E.AL beads 1" high
around per.etiatin pipes. ducts.
etc.. I nign around chain legs not
placed ol pads. 'Before concrete is
poured. replace any damaged or . t....-
- Ph ce concoNe
promptk . and carefully to avoid
Panel pouritit and
-.amazing.
Volciav TYPE 1 PANELS attached
to soidir beams aad lagging
1:Jsging tldie's tinrl ro provide max-
imum rr.ounting iunace and contain-
ment for bentonite Panels receiving
concrete pow. Caps ereater than
shocld be filled then covered
with a suitable fnbric, plywood, or
prefabricatou !
drainage system. Trowel Voiclav
EN*1*().s..E.AL !Wets tdong all flange
edges and around ne back plates
wher they are used to eliminate
excessive void; Lehinci panels.
lagging face is yeti irregular apply
zhIck plyvvuori covering, as re-
quireci. to obtatn an even mounting
•:urtaf. for parte;t. Cover all bento-
nite panel rnnuntin urface, .35 re-
quired, - mil polyethylrie
:nopea !=!" to protect back-
side:: of pands against water infiltra-
tion before concrete is poured. Prior
to installation or reinforcing fttiti , at-
rach V.:4' TI PE I PANELS 4'1.4'
rt" ro prenarcti mounting s uirace...
.ith large head nails as required, to
DI+ 001/4
RECEIVED
CITY OF TUKWILA
MAY 21 1999
PERMIT CENTER
hold u::inels in .pusitiurl uetor
outing eOncrete ulacernenr•.
;rr3 :at: c.n, panels around corners
: irrr !bites -viii al — ttach unm;ded
p.rrl5 wilh norizontal. LLp
a1; "oir,lnc'pinel edep.c:.1
iOinr9 r,t' ucc. . In1;
panel : ourses..Drape ant secure -:
rriii :pc etht.Iene she.rrs ;appe.i
Inst411ei1 panels ror prrlte:-
t,on,a• ein -t precipitationl. \;rre.i
;must. i't remoi r:J immc•ai:,r_i': b:-
ir'iir3.i;Gniifet6 pour. Replace panel,
i7arnaget1 by precipitation or 'other
uses: berr?.re and during riincrete
jJ�s•Jr, l CSC care placing and vibrating
'concrrteto :oitlpant; damage.,
thruueli v:ali projection c and
'nsC_Il Volcliv WATERSTI?
Precautions: ScheduIc : applit: i.
.riQn4r .' &! Cidy materials rials cc, permit
prompt pl.acemerlt of backriil' and
ia15;r :5ncref.i.. and proter7.. installed
Materials l air,st phvcical'd &r t e
•�;rn :noiSture dining. the interim.
Sruraae ot.,'Naterials Keep `.'•�;-
ltiatrvi.11. dry priOi rr: their .;'s
e.l;vith acequate polveth:•lene ~'r
Ca.- i'35 : (oyering for sitar:, and top.
lr.0
use Chock or Skids of Suring - t
:nei01. ;.unclFrnr•arth the material to
niailit : from yround
water.
V'I,- \TERSTOP -R'< is not arl e.xpan-
_tan' pint material. Expansion joints
'are the responsibility of others,
€.' AVAILABIL1Th AND COST
A vzilability: Volclsy panels are
Available throuk;hout the United
Sates. Canada. the Fir East, and
Europe. through a network of Amer -
c C olln Distributors, Contact
:he manufacturer for the nearest
,'sr icutor's location.
Cost: Applied costs are dependent
I.It :s.n local labor costs, rrei>,;ht rates..
or site conditions; etc. Co are
competitive with conyentil,n;ll
•. :.atfrproofine materials,
_ j '..1 i• •�
rIKE,01 I : UF'F'I '1' , : : : I
WARRANTY
!ntormatiu rant. ;rFu • herein
supersedes all ores. muss, ta inted
r:;atter anti is subieC C;tdreo, :.itn_
out notice: '
All Sc;ous. ;old .'J'1 �.IIer dre' war-
l smell to' he .tree ;rcirn defect... in
and workmanship'.
• 'The turegoink warranty iF .in lieu
of and excludes 'ail other warranties
not e.iprie__ly sea 'forth fir -,i in.
whether.e,.press or irr.piic'ti by oper-
ation of law or otherwise. ir.cluding
but not lir;itedro ;:m implied war -
ranties of merchantability or ritness.
Seiler :.hail nn hr liable-tor
.ncideni l: of cr nseaur;n :ill iii =ses,
rl�nla4 r :'•`�11' e ...i:.enses riirecti\' or
irdiiE.Il •arising f .:rr :r: "a1 :.
'handling cr use or i :oot :s. or from
am other cause.relati:u iheretc•. and
Seller's liability lie in any
3 ?,r' 1s eepresil' iii- it^'ci to he rc-
the .'r.rin criginalh,
hippedt of ;i,r:,l.l;
•r :7.): ,complying
.this, a_reeine,:. :.. : Seller's
election, :o :I',:, repayment or or
Creditirnz. Buyer :, ral al ;;mount
~dual to.thE Purci, : f,l re of such
goods.. •' :nether Sur :". claims, are for
breaCh,of .:arrant? ne,giigence.
• Any. claim by But ei w;th . refer-
ence to ,the goods ;e :d hereunder for
any cause: shall be deemed waived
BuN er unlwt:s s.,bmitt d to Seller
in wtiin; within mitt .301 clog's
from the date BuYer''J:scovered
lr should have discovered., any
claimed breach.
Materials should he inspected and
tested bs, purchaser prior to their ute
!,f product quality is ;ubi.ert ;,i veriri-
catron.after shipment. Peitermance
guarantees are normally ,supplied be
the applicator. Expansion Ionics are
the leesponsibility rlr r•rhers.
PLEASE TURN PAGE FOR BASIC DETAILS COVERING USE OF VOLCLAY
PANEL BENTONITE WATERPROOFING.
C R. MAINTENANCE
NUiI r�;quircd.
9. TECHNICAL SERVICES
Complete technical service rs •
.available upon request to the man
lit■ll:tiirt - r 'These services include .
water analysis to determine rornpati-
bilit�; or conditions hhirrw grade., and • review of, drawings and, spec iriea- .
tions. Pre''trihit.d modifications are•
rccomriencled. when required tti •
• accommodate special condition_..
• The m rr iIi; curer and 'distributor:;
.also with the... Contractor
through the initial: stases to assure
}doper installation •pruc�duri . For
speciali cervices. a fee may be
negotiatca with the contractor.
Contact manufacturer for .current
data adci signal installation•
tions: te.chnicai information, and
.: commerrs on l :ir condition, not
Covered herein.
• . • 10. FILING SYSTEMS
Electronic SPEC-DATA'
-D
SPEC-DATA' 11
Sw Arhitecturil Fil'
Sweet's 'r nu_lriai Construction
Fiat:
Literature available upon request
from 'hr• munutacit:rer.
RECEIVED
CITY OF TUKWILA
MAY 2 1 1999
PERMIT CENTER
. ,
„;,.. • Typf I PANELS
: ■n•ciang+R Toe(
1"; ovtwow
•
• • ,
• ''...:ATERSTC.sf..F‘
• • ••141(..t.1sast
„ • •
,„.. .
;01 1 ,
AMERICAN COLLOID COMPANY
VOLCLAY WATERPROOFING
VERTICAL WALL AND UNDERSLAB APPLICATION—
STRUCTURAL SLAB
t (.;•41.5.
•;0.0lik
VERTICAL WALL:PLAN VIEW
HYDROSTATIC STRUCTURE
. 4 •
LaC.tIr
VERTICAL. WALL AND UNDERSLAB
APPLICATION—HYDROSTATIC STRUCTURE
tt:11.CLiv Ti F I
/ P.NELS
fit(.1.1? t;C:.E.1 +AL
CAP5CiltAT:a ..•
IIIIOTt TO IT.LIC
PktiEL
. .V• rt 2Poi
! M111.41741, 1.1
. • .
FOUNDATIONS POURED AGAINST
SOLDIER BEAM & LAGGING
WALL PLAN VIEW AGAINST
SOLDIER BEAMS & LAGGING
.01.CLAI Tar k PAWL:
DOUR( LAM/ C's EC
COILS
2.91-2394
;•..I•EL:
•. cct,i3LE OviA
•
•
•
TEqTrr'•'
rAlrar
PELsa
- -
• . u4 _ •
.,•,;TEnTr;•( -
('Mlr.frat..
•:.:•r.t.:0,IF
‘.:
T'yP •1 vOt.C PANEL
CUT TO FIT AROUND •
•st;,
e•nn) .4 •L ti..71:PED
,:t.t • •atritmLra
;„i•
4;VM1'..t.
Waiersmp R & IS ;IC( an 011,,Jrnion inmt matenal.
apam on 'ninly are the responlibilav or caters.
rIECEIVCD
CITY OF TUKWILA
MAY 21 1999
PERMIT CENTER
PROPERLY
VALUE
TEST METHOD
vspor Pe•meance ,perms)
, 0.10
As1M L -% Proc A
Water Resistance (hours; Thy
ASTh1 0
Dry Tensile Strength IIbs.11 "width !
MD i I c
ASIM D428
CMD 1 35
Tensile )'rength (psi)
MD 5000
CMD
_'800
Puncture F.e5ibtancr IBeac:'i Units)
3A
ASTM D.7231
,F' — t :' —! '.'_ 1.1:70 1441;0115 _ :FPL;
1. PRODUCT NAME
Moistop Underslab Moisture -
vapor Barrier
2. MANUFACTURER
Fortitiber Corporation
4489 3andini Blvd.
Los A ngeles, CA 90023
Phone: (213) 268 -6783
3. PRODUCT DESCRIPTION
Basic the .s: Moistop is used as a
supe-ior moisture -vapor barrier
uncer concrete slabs, on or
below grade, to stop the migra-
tion of moisture up through the
slab, under all conditions in
which a strong puncture and
abrasion resistant barrier is
needed.
Composition and Materials:
Moistop is a reinforced water-
proof paper with a polyethylene
coating on both surtaces. The
reinforced paper consists of high
strength kraft with glass reinforc-
ing fibers. The top and bottom are
extrusion coated with black poly-
ethylene combining the strength
of reinforced paper with the inert
quality of polyethylene.
Sizes: Available in a standard
size roll 8 ft. wide, containing
20001 sa,tt., and approximately 10
mils thick.
The standard material weighs
approximately 4.2 lbs. per 11x) sq.
(.)':her ':her sizes are available. Con -
sult • tearest Fortitiber office for
ddditiorral information.
Applicable Standards: ~Moistop
!exceeds requirements of VA and
FHA minimum property stan-
dards. Meets UU- P -790a Type I,
Gracie A, Style 4. Co.i.•rr. t) F.ty
ASM1 E.154.
4. TECHNICAL DATA
Moistop is continually tested in
accordant e with AS 1M proce-
dure. The values shown in Table
• nc Irn•Ounll 5pc. Dala• I :wn.al has IN reproq■Ieat
from F unlitauor % corynrthted by Cs), 1'►14,
I W.unl n,.Clj 1q Iw.'r to ii. • CuurIIuI1I, r, VIr♦h
I.aellWta InflIIUle. AlCeendrii.
Table 1
1 are averages obtained in these
tests.
5. INSTALLATION
Atter the base for the concrete
has been leveled and tamped.
Moistop is applied over the base,
with the 96 -inch width parallel
with the direction of the pour of
the concrete. All joints should be
Iced 6 inches and sealed with
an approved adhesive or
pressure - sensitive tape
6. AVAILABILITY AND COST
Availability:* Moistop is avail-
able in the United States and
Canada through building supply
distributors.
Cost: For current cost intor-
mation :onsult the nearest For -
tifiber Distributor or Fortifiber
sales office listed.
7. WARRANTY
Forrifiber Corporation warrants
that the material meets the speci-
fications listed herein and that it
is tested to insure conformance to
the physical properties listed un-
der (tern 4. Fortitiber Corporation
is not responsible for damage
caused by improper use or han-
dling during and after installation.
For a tull and complete statement
of the manufacturer's warranty,
including disclaimers. contact any
Fortifiber Corporation sales office
lcstCd.
Unless specifically stated to the
SPEO
This Spec -Data sheet conforms
to editorial style prescribed by
The Construction Specifications
Institute. The manufacturer is
responsible for technical ac-
curacy.
contrary, the products listed
herein are not flame retardant.
Flame retardant products are
usually available at additional
cost.
8. MAINTENANCE
None required.
9. TECHNICAL SERVICES
Technical advice and additional
information may he obtained by
writing or calling the locations
listed under Item 10.
10. FILING SYSTEMS
SPEC- DATAS' II
Sweets Architectural File
07192:FOQ
For specific information write or
call the below listed offices.
Los Angeles, CA 90023
4489 Banditti Blvd.
Phone: (213) 268 -6783
(800) 443.4079
Tracy, CA 95376
East Acacia Street
Phone: 1209) 835 -0353
1800) 732 -6464
Portland, OR 970'15
16225 SE 106th St.
Phone: 1503) 655-5173
'800) 243 -2774
Attleboro, MA 02703
55 Starkey Ave.
Phone: t508)222.3500
(8001 343 -39
Howard City, MI 49329
19342 Lake Montcalm Road
Phone: tn16) 937-4324 RECEIVED
1800) 412- 258ClTy OF TUKWILA
MAY Z 99
PERMIT CENTER
,•
M ea; cfnn Ta11 --
1•i�.tJ�.w
NEW Maistop Tape was designed for use with Meistnp and Moistop Puss
�- j- •p.�•t ihve at nn assures moisten: tight joints.
UnOerSlio von, n c in t u �.... .. • __ __
Moistop Tape also exhibits .rpor rt tardine performance characteristics as
..,tr by AIte F 1745 -95.
Available in 2 inch wide rolls x 36 yard lengths
SUGGESTED AFRICA( ION:
Prepare substrate by making it clean aid dry. Apply tape evenly over seam
and rub out any wtiri es (w ir,e during aprlr.atir:n
Concrete Underslab
Moistop® Understab
tzte; rrr.Aagtab is an extrenrekr effective llnrlerslao
Vapor Retrder. Exceeds ASTM E 1745 -96 requirements for
Water Vapor Permeance. The construction of Moistop
Underslae assures the architect or inriidiriq ue,oi;
free" protection. Moistop Underslab is approximately
Concrete Curing Papers
s. ..t.l L.- ��F+�>
Orange LdUet � r is l..t a � t.
w..r.......•......ro.. tie. w. xw+• wr. nw.�n.....w... ............
Orange Label Sisalkraft i the industry standard For
rrtrrrpte Curirc. it prolong.; hs rats(t to'rutuce dense -
uniformly cured concrete. nydratio s the rnemicai
+.hat take. place in :he fnrmati of . nrrece when water is
Th etvonoth. a
by the hydration
mired with sang, gravel. of ` eager r.
eventual lifts of the concre is is determine
Nv iruta
. •-a-
Orono t ihel s alkraft helps con <iol this drying
periud and re.cuce4fhe chances of premc•t}Ke croclnng.
erosion, and breaking. Unlike a chemical c:urirh process,,
Orzngr: Label S provider 4 rtl]1V■■: fret, c trirt1
prccess, 311awuig a paintabte scrface ante finishes. \
Orange Label Sisalkraft combitrea two layer . t,F
quality. kraft paper with to- directional rt infer ing t;bers
12 m..ilc shirk constructer front a mrtltr - laver composite
employing poly rcr superior harrier performarce
and fiberglass reinforcing for near strength and puncture
re:.istanc . The resiilt or Jr', Untlur caul; i•piv •:v +.. ti.n
is a p provides:
• tow Pear R3titia
• High rlpgree ar Punc_ure RFtiistance
• fear ana Scut? nesi:•larit:,.
+ Life long Performance
Available in 96 inch wide rolls N iir :vai ;cc:. :f)
CF.. Mnistop Plus for Sunne':'.eti applicattart,
•
07260 /FOP
Buvtt.ine 5 i 88
completely embt_•.ccd in h:ylr crarir, asphalt to parrdt.
a nnrrinr strength. Lt i .r.reucth treated to resist
sc�ffing, dry rut, •cildet•r, and sl'rnkace, Protects .ag,rinst
sun3(rd frost damage.
SUGGCg _ A FPI lf.ATIt ri:
Once the c GICra has set a ricntly hard to gonna
application wr ur mar they orrice. Otdrrye Labe'
Sisalkraft should Cr•_ paled upor the entire surface. lap_
a }•M •••. with Moistoo Tape
M no Ic55 areal •y o-.. 'vw .. ._
Leave in pl :rce r the: der 'inn c.l the csrinq period ta: urt■
tie.•. °_i t // . ;"t icrr Fr? 1». erigir t t r. h_
intcrmatn dbuut utitr•r earl phooey recommended tt
colored concrete, tile. err: ten r flnors p:eati': earl nu
ter,,4mcal hotline. meets federal Spec- :xdon �rrr_v_'ana
Tye 2, Grade E. Style $. Meets aSTM 71.
Availzble in rolls 3 .. , 6, .4 notns sou iincoi rcc:.
E ornmv nrade5 'Oflifiprre' _k..t, and Skekere':' dL•
available as :tiring p..rpr -s. Plea.* c]IL tar details.
CITRECEIVED WILA
MAY 2 1 1899
PERMIT CENTER
�r—
December 29, 1998
Mr. Jack Halbert
4030 South 117t Place
Seattle; WA 98188
:.: Flood Elevation
o whom it may concern :
HEBRANK, STEAOM[A
PROFESSIONAL LAND SURVEYORS
6564 Fifth Avenue. South, Seattle, WA 98108 (206) 762 -4982
& ASSOCIATES
Proposed basement elevation is to be at an elevation of appproximately 15.8 feet.
Our firm has performed an on- the -ground survey on April 21, 1998 and has determined that the
ground elevation on the site is at an elevation of 21.3 feet. •
The property at 4030 South 117 Place in Tukwila, Washington is identified on Flood. Insurance . ,
'.Rate Map (FIRM) No 53033C0957F, Community No 530091 (City of. Tukwila), Panel 0957,
Suffix F, Panel 957 of 1725, Revised May 18; 1995 as being in Flood Zone.AE,' area with base
flood elevation determined to be at 9.8 feet (NGVD). 0
Jerrold S. Steadman, P.L.S.
Professional Land Surveyor
License No. 29282
State of Washington
A. 29213 ♦d9.
AL LAO
EXPIRES 9R1/ �� 0
RECEIVED
CITY OF TUKWILA
FEB 2 4 1999
PERMIT CENTER
pqq-oak
Members of Land Surveyors Asssociation of Washington, National Society of Professional Surveyors, American Congress on Surveying and Mapping
}
John W. Rants, Mayor
Steve Lancaster, Director
March 29, 1999
Jack Halbert
4030 S 117th P1
Tulcwila, WA 98168
Dear Mr. Halbert:
RE: CORRECTION LETTER #1
Development Permit Application Number D99-0066
Halbert/Oliver Residence
4030 S 117th P1
This letter is to inform you of corrections that must be addressed before your 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 review comments from the Building Division. At this time,
the Fire Department, Planning Division and Public Works 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. If your revision does not require revised plans but requires additional reports or
other documentation, please submit four. (4) copies of each document.
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 (206)431-3672.
Sincerely,
41
Brenda Holt
Permit Coordinator
encl
xc: File No. D99-0066
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665
City of Tukwila
Department of Community Development Steve Lancaster, Director
Steven M. Mullet, Mayor
July 2, 2002
Jack Halbert
4030 South 117th Place
Tukwila, WA 98168
RE: Permit Application No. D99-0066
4007 South 117th Place
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of
• Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit
issued by the Building Official under the provisions of this code shall expire by limitation and become null
and void if the building or work authorized by such permit is not commenced within 180 days from the date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
• Call the City Of Tukwila Permit Center at (206) 431-3670 to schedule a
progress / final inspection
A progress inspection is intended to determine if substantial work has been accomplished since issuance
of the permit or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one-time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to August 3,
2002, your permit will become null and void and any further work on the project will require a new permit
and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No. D99-0066
Bob Benedicto, Building Official
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206
August 6, 2001
ity of Tukwila
Department of Community Development
Steven M. Mullet, Mayor
Steve Lancaster, Director
Mr. Jack Halbert
4030. South. 117t Place
Tukwila, WA 98168
Permit Status D99 -0066
4030 South 117 Place
Dear Mr. Halbert:
In reviewing our current permit files, it appears that your permit for demolition and installation
of a new foundation and footing, issued on July 7, 1999, has not received a final inspection as of
the date of this letter by the City of Tukwila Building Division.
Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the
building official under the provision of this code shall expire by limitation and become null and
• void if the building or work authorized by such permit is not commenced within 180 days from
the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, if the final inspection is not called for within ten (10) business days from the
•• • date of this letter, the Permit Center will close your file and the work completed to date will be
• :considered non- complying and not in conformance with the Uniform Building Code and /or
Mechanical Code.
Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No. D99 -00
Duane Griffin, Building Official
6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98/88 • Phone: 206.431-3670 • Fax: 206431.3665
Mr Jack Halbert
4030 South 117`" Place
Seattle, WA 98188
:: Mod Elevation
o whom it may concern:
Jf� rrold S. Steadman, P.L.S.
Professional Land Surveyor
License No. 29282
State of Washington
HEBRANK, STEADMA & ASSOCIATES
L I Ins RANK, STE DMAN
ASSOCIATES, P.S.
PROFESSIONAL LAND SURVEYORS
6564 Fifth Avenue. South, Seattle, WA 98108 (206) 762 -4982
Proposed basement elevation is to be at an elevation of appproximately 15.8 feet.
The property at 4030 South 117 Place in.Thkwiia, Washington is identified on Flood , Insurance .
Rate Map (FIRM) No 53033C0957F, Community No 530091 (City of Tukwila),: Panel 0957,
Suffix F, Panel 957 of 1725, Revised May 18;1995 as being in Flood Zone•AE, area with base •
flood elevation determined to be at 9.8 feet (NGVD).
Our firm has performed an on- the -ground survey on April 21, 1998 and has determined that the
ground elevation on the site is at an elevation of 21.3 feet.
FEB 2 4 1999
PERMIT CENTER
Members of Land Surveyors Asssociation of Washington, National Society of Professional Surveyors, American Congress on Surveying and Mapping
Sincerely,
Jack. Halbert'
4030 South 117th Place
Tukwila, °WA 98168
City. o Tukwila Steven M Mullet, Mayor
M.
Department of Community Development Steve Lancaster Director
Request for Extension — Halbert/Oliver. Residence (D99-006
4030 South 117th Place
ear Mr. Halbert:
If you should have any questions, please contact our office at (206)431 - 3670.
File: Permit No. D99 -0066
This letter is in response to your written request for an extension to Permit No. D99 -0066 for the
foundation work to your existing single family residence. The City of Tukwila Building Division will be
extending your permit through July 3, 2000. Please be advised that this will be the only extension
granted for this project.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665
Jack Halbert
;Request for permit extension
Permit No D99 -0066
City of Tukwila
Public Works
6300 Southcenter Boulevard
Suite 100
Tukwila WA. 98188
Attn: Brenda Holt, Permit Coordinator
This letter is written in regards to the above-mentioned permit that was issued to Jack Halbert/Julie Oliver ..
on July, 7, 1999.. Due to unforseen circumstances, we were unable to begin work on our project as planned;
our current permit expired 1/3/00: I'm writing to request that the expiration date for permit no D99 -0066
be extended another 180 days.
We are currently planning to start work when the weather clears and warms, hopefully in June or July.
Since the work we plan to perform involves lifting our house and doing foundation work, it is necessary to
have good weather.
We appreciate your consideration on our request. , Please feel free to contact me at my cell number, (206).
619 -7670, should you have any questions regarding this matter. Thank you
VJ ?
TUKWILA BUILDING DIVISION
PLAN REVIEW COMMENTS
DATE: March 15, 1999
PROJECT NAME: Jack Halbert / Julie Oliver
PLAN CHECK NO: D99 -0066
PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you
have questions regarding the following comments.
1. Drawing # 001 "First floor framing plan, existing" indicates an existing 6 "x6"
"bearing beam" at center support for 2x10 floor joists. Drawing sheet #003
"Foundation Plan" shows footings for 4x4 posts at 9 -feet on center. At this spacing,
the 6 "x6" floor beam will be over stressed for the, code required, loads that it will
carry. Provide a larger beam to accommodate the loading created by the 9 -foot post
spacing.
2. Detail or otherwise note on the plans the proposed method for providing a
positive post -beam connection and post- foundation connection for the new post at
basement level. In addition, note the proposed depth of the isolated footings which
will support the new 4x4 posts.
3. Re: Drawing # 003, Foundation wall section calls for anchor bolts at 6 -feet on
center and the foundation plan calls for anchor bolts at 7 -feet on center. The code
minimum prescriptive spacing is 6 -feet maximum spacing with a minimum of two
bolts per sill piece with one bolt located not more than 12 inches or less than seven
bolt diameters from each end of the piece. Note: In seismic zone 3, (Tukwila and
the Puget Sound area) a 2" by 2" square by 3/16" thick plate washer is required
under each nut at the bolt to sill plate connection. UBC 1806.6 & 1806.6.1
4. Foundation walls which enclosing a basement below finish grade shall be
damproofed outside. Damproofing shall consist of a bituminous material, acrylic
modified cement base coating or other prior approve methods or materials.
Indicate damproofing requirement on foundation wall section. In addition, indicate
a proposed method for providing damproofing for the new concrete slab floor at
basement. UBC 1402.4
5. Provisions shall be made for the control and drainage of surface water around
buildings. Show a proposed method for draining the downspouts and footing drains
away from the building. Note: Splash blocks at downspouts do not serve this
purpose. UBC 1804.7
J ack Halbert /Julie Oliver
P ermit Number D99-0066
M arch 15, 1999
P age 2
6 The foundation wall section and foundation plan calls for an existing wall to
foundation plate connection consisting of a "hurricane clip » at each corner of the
building. Provide an analysis to qualify the proposed four hurricane clips, or
p rovide one hurricane clip at least at each anchor bolt location. Also specify the
manufacturer and model number of the hurricane clip to be used.
ACTIVITY NUMBER: D99 -0066 DATE: 2 -24 -99
PROJECT NAME: JACK HALBERT /JULIE OLIVER RESIDENCE
XX Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter
Revision # After Permit Is Issued
DEPARTMENTS:
rel 4 Coord. PLAN REVIEW /ROUTING SLIP
K ig Division ® Fire Prevention
4 q
°'lilicW r Structural (I � y I
TUES /THURS ROUTING: Please Route
CORRECTION DETERMINATION:
Approved
V'R.ROUTE.000
6/9B
.w.x.. arM.II.1.rnt'1�I.�1lS4Me +nn.»i Mneuwnrsilrvrgw .whVU.�a.' l+..w�+.n.rr.s..w .��...
❑
Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra)
Planning Division tif
M - 3 -
Permit Coordinator II
No further Review Required
DUE DATE.
Approved with Conditions ❑ Not Approved (attach comments)
REVIEWERS INITIALS:
DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -2 -99
Complete Incomplete ❑
Comments:
Not Applicable ❑
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99
Approved ❑ Approved with Conditions Not Approved (attach comments) 4/dq
C0vNobai *, *( MA led 3
REVIEWERS INITIALS: DATE:
DATE:
eXYY1 Looy-eA
PLAN REVIEW /ROUTING LIP
R esponse to Incomplete Letter
evision:# After Permit I Is
DEPARTMENTS:
Building Division
Awe (1.-co
u lic viorks
WR.ROUTE.DOC
6/95
Fire Prevention
�Ia 3 -i1
Structural
Approved ri Approved with Condition
I
n
Planning Division
14 /a_ 3 —z '?
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -25 -99
Complete qZ Incomplete T1 Not Applicable ❑
Comments:
TUES /THURS ROUTING: Please Route r No further Review Required n
Routed by Staff I I (if routed by staff, make copy to master file and enter into Sierra)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -22 -99
Not Approved (attach comments) Li
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWER'S INITIALS: DATE:
PLAN REVIEW /ROUTING SLIP
ncomp lete' Letter
evfs on ; i# a AfEerrPermit Is.l'sstaed
DEPARTMENTS:
Building Division
Public Works
Complete 0_
Routed by Staff
c -�
n
REVIEWER'S INITIALS:
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
\PR•ROUTE.DOC
6/98
Fire Prevention
Structural
Incomplete n
TUES/THURS ROUTING: Please Route
APPROVALS OR CORRECTIONS: (ten days)
Approved Ti Approved with Conditions
Approved with Conditions
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -25 -99
Comments:
(if routed by staff, make copy to master file and enter into Sierra)
Planning Division
Permit Coordinator
Not Applicable
No further Review Required Ti
DATE: 5 I ��
DUE DATE: 6 -22 -99
Not Approved (attach comments)
n
Ti
Not Approved (attach comments) n
DATE: (
DUE DATE:
REVIEWER'S INITIALS: DATE:
DEPARTMENTS:
Building Division
Public Works
REVIEWERS INITIALS:
\PR.ROUTE.DOC
6/98
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D99 -0066 DATE: 2-24 -99
PROJECT NAME: JACK HALBERT /JULIE OLIVER RESIDENCE
X Original. Plan Submittal Response to Incomplete Letter
Respone. to Correction Letter # Revision # After Permit Is Issued
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ✓ Incomplete
CORRECTION DETERMINATION:
Fire Prevention
Structural
E
Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra)
Planning Division
Permit Coordinator
DUE DATE: 3 -2-99
Not Applicable
DATE: 5/0/
Comments: CAECA?, CTIL rCL O 1st" vole_ PrDet4.) , , •
Ci6 i Nct Utz, CX(p ... •
TUES /THURS ROUTING: Please Route ✓ No further Review Required ❑
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99
Approved ❑ Approved with C ditions ❑ Not Approved (attach comments) ✓
REVIEWERS INITIALS: DATE. 3 X5,19
DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
- • • . .••„ „•,
, , • , •,
•Date:
0 Response to Incomplete Letter
Response to Correction Letter
0 Revision after Permit Issued
Project Name:
Project Address:
Contact Person:
CITY OF TUKWILA
Department of Community Development
Permit Center
6300 Southcenter Blvd, #100, Tukwila, WA 98188
(206)431-3670
iaiVer Rosittact.
43o 111 PI
T aal- fittbit Phone Number:
Summary of Revision: C.1 ( eryvelt O to r r-e_c44 C,Dc‘+ 3 )099 e l c l
D12-4e,..)11A5 A- Co 1111
'O3 C, 6 Px-c- c ci-k pelez>C
- Poor 5? ga-gqi,rtc, r
co
, n
On-) rt
"Cloud" or highlight all areas of revisions and date revisions.
Submitted to City of Tukwila Permit Center
Entered in Sierra on 5-Z141
Plan Check/Permit Number: mi. 0046
VED
CITY OF TUKWILA
MAY 2 1 1999
Sheet Number(s)
PERMIT CENTER
3/4/99
.i 1`,A
A e e r - 0
DEPARTMENTS:
Building Division ❑
Public Works
TUES /THURS ROUTING: Please Route
Routed by Staff
REVIEWERS INITIALS:
Approved E
\PR•ROUTE.DOC
6)96
F ,
L Ieaseu
PLAN REVIEW /ROUTING SLIP cidaress
- my
ACTIVITY NUMBER: D99 -0066 DATE: 2 -24 -99
PROJECT NAME JACK HALBERT /JULIE OLIVER RESIDENCE
M Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter # Revision # After Permit Is Issued
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ❑ Incomplete Not Applicable
Comments: ��/ "`��"
E
❑ (if routed by staff, make copy to master file and enter into Sierra)
Planning Division
Permit Coordinator
DATE. y//q
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99
DUE DATE: 3 -2 -99
No further Review Required
Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
DEPARTMENTS:
Building Division ❑
Public Works
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete E
Comments:
TUES /THURS ROUTING: Please Route
REVIEWERS INITIALS:
Approved
WR.ROUTE.DOC
6/98
Fire Prevention
Structural
Incomplete
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D99 -0066 DATE: 2 -24 -99
PROJECT NAME: JACK HALBERT /JULIE OLIVER RESIDENCE
XX Original Plan Submittal Response to Incomplete Letter
Response.to Correction Letter # Revision # After Permit Is Issued
Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra)
Planning Division
Permit Coordinator
DUE DATE: 3 -2 -99
No further Review Required
DATE. 31a
Not Applicable ❑
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
DEPARTMENTS:
Building Division
Public Works
Complete
WR.ROUTE.000
6/98
REVIEWERS INITIALS:
REVIEWERS INITIALS:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D99 -0066 DATE: 2-24 -99
PROJECT NAME: JACK HALBERT /JULIE OLIVER RESIDENCE
IX Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter #
Revision # After Permit Is Issued
TUES /THURS ROUTING: Please Route
j
Fire Prevention
Structural
Approved ❑ Approved with Conditions ❑
a
DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 - - 99
Incomplete Not Applicable ❑
Comments.
Routed by Staff a (if routed by staff, make copy to master file and enter into Sierra)
DATE:
Planning Division
Permit Coordinator
No further Review Required
3 - 2 -1?
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99
u
Approved a Approved with Conditions, Not Approved (attach comments) ❑
CAI DATE: 3
CORRECTION DETERMINATION: DUE DATE:
Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
Total Fee: $125 :•00
X ?0
Q APPROVED
Ell DISAPPROVED
Comments /Conditions:
I R-%/17 BY: ` / /(2
' Date RECEIVED
BY: CITY OF TUKWILA
Date
FEB 2 if 1999
PERMIT CENTER
I Y
tut Mk team
141110SEciaciawei atallagft. SFATRE- KI EN � VI count TDEPARTMENT RT N SERVICES
PUBLIC HEALTH
elI L. WA9�7 .
Submit application, route map, building permit plot plans, and other required
The following milst be completed and the fee must accompany this application:
Note: If the property is located in unincorporated King County, make direct
County Building and Land Development Division (B.A.L.D.). Properties
to local building departments.
PROPERTY INFORIWTION
CgtHouse/strUcture is served by an on -site sewage (septic) system
Distance to the nearest public sewer
Address of property_q_(Th() 4 ) . )1 „I - RAC-1.'0;19 kin
Parcel Number (Tax Lot Account 1) fl? t.[ 2C0 - 0101 -04?
FOR HEALTH DEPARTMENT USE ONLY
APPLICATION FOR HEALTH DEPARTMENT
APPROVAL OF BUILDING PERM4IT
documents in triplicate.
application to the King
in incorporated cities apply
92141
Day Phan
U 9 o3S”)
n s mailing address 0
Owner's name t"tI4I pu n 0131 OLl
Age' of house 'q(4r3Number of existing bedrooms 3 Existing square footage of house ICS()
Are additional bedroom being constructed or created? •
Description of proposed changes /remodeling (attach plot plans, showing
and septic system):
ay l
Day Phone a06 (e10
existing structure, remodeling ,
1 /
•L.
Rol ' AA
• 1211111 naSMIKV r_AS!Mat 2ttaM>< , cJa1-j 993
Q , 1L+'�ja� . 't .�n Cr Gin v fa r WIl r�l V I
n C 1 • Y •
,th, ✓yG .•_Q w.� Wa±1�
,
New square footage•after construction 3 1 " 7 i,Y)
SEWAGE SYSTE.? INFORMATION
Approximate dates septic tank was pumped (attached receipts) 5:.a.c. c- cJ\ ck atiormt4
Additions or major landscape changes since house was constructed (examples: add family room, bed-
rooms, garage, patio, deck, pool, etc.; major fills or excavations done.in landscaping):
Addition or repairs o sewage Sem (ggive. LO
Y) and describe briefly) ¶Rr� L,t) CrY(,e
I �'S � g1.i �- l hey I
Other information which would be helpful in evaluating the sewage system (ie• drainfield easements,
covenants, etc.): (( ' lI
c\r'c4 0 dflc . ) R rick hu.C�
WATER SUPPLY INFORMATION
Public system (2 or more connections)
Name of Public Supply (k o C 10k4..); k
Oado
0 Private (well, spring, etc.)
Attach copies of well log, well
covenants, chemical /bacteriological
• sample reports
\ JAN 0 8 1999
EiAw L., fa i t
HEALTH DEPARTMENT
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 if done so within 60 days of the above decision.
INggioft�l MIME - ICING count DEPARTlEHT OF PUBLIC HEALTH
MN, WA4�7 . ENYIRONC"ENTAL HEALTH SERVICES
Total Fee: .$125-..00
Submit application, route map, building permit plot plans, and other required
The following milst be completed and the fee must accompany this application:
Note: If the property is located in unincorporated King County, make direct
County Building and Land Development Division (B.A.L.D.). Properties
to local building departments.
PROPERTY INFORMATION
House /structure is served by an on -site sewage (septic) system
Distance to the nearest public sewer
Address of property��� S . Ir1 �J�4� 1 11�?l
Parcel Number (Tax Lot Account I) - - .4) 4 5
n s mailing address
Owner's name \ I C- i b n
Age* of house q l lir3Number of existing bedrooms 3 Existing square footage of house
Are additional bedroom being constructed or created? •
Description of proposed changes /remodeling (attach plot plans, showing
and septic system): 4=34 i
eye ' u v
vse. o— r {,. Pvwip cr Gum St fvr}fom
New square footage•after construction
SEWAGE SYSTEM INFORMATICN
Approximate dates septic tank was pumped (attached receipts) ii _ 4 ch.Qc rna.n
Additions or major landscape changes since house was constructed (examples: add family room,
rooms, garage, patio, deck, pool, etc.; major fills or excavations done.in landscaping):
X)0 kik
Addition; or repairs to sewage i lystem . (give. date and describe briefly) lf r), c\ !L- U 1.) cry
Other information which would be helpful in evaluating the sewage system (ie. drainfield easements,
covonants, etc* (
cy V" LO ci 4C4( h
WATER SUPPLY INFORMATION
Public system (2 or more connections)
Name of Public Supply (A l 0 c c,
cal APPROVED
DISAPPROVED
Comments /Conditions:
l :?-%/.i%
Uate
Uate
FOR HEALTH D€PARTIENT USE ONLY
BY: 3C/
CITY TUKWI
FED 2 it 199:1
3,
�v1 (4. L.Lf l}Q2. Day Phone c9 U3% m
16So
•
PERMIT CENTEh
Any person aggrieved by any decision or final order of the Health Officer may
appeal to the King County Board of Sewage Review if done so within 60 days of
APPLICATION FOR HEALTH DEPARTIENT
APPROVAL OF BUILDING P /T
documents in triplicate.
application to the King
in incorporated cities apply
Day Phon
existing structure, remodeling
•
• 1
► >, d rev w11 "1 ( v+• J1 if /aih Ertl,
•
[I Private (well, spring, etc.)
Attach copies of well log, well
covenants, chemical /bacteriological
• sample reports
JAN D $ 1999
HEALTH DEPARTMENT
make written application for
the above decision.
(`
bed )
N
c
9705011741
WHEN RECORDED MAIL TO 9705011741
JACK E. HALBERT
4030 SOUTH 117TH PLACE
TUKWILA, WA 98168
THE GRANTOR LOREN G. BORE, UNMARRIED INDIVIDUAL
LPB -10
' STATUTORY WARRANTY DEED
• 8108220 STATUTORY
No. 014597 Title Order No. R108220-2
Reference Nusbers of Related Documents:
for and in consideration of the sus of $10.00 and other good and valuable
consideration
in hand paid, conveys and warrants to JACK E. HALBERT, A SINGLE PERSON AND
JULIE L. OLIVER, A SINGLE PERSON
• 1114 the following described real estate, situated in the County of Snohomish,
State of Washington:
H LOT C AND D OF SHORT PLAT NUMBER 577129 AS RECORDED UNDER RECORDING NUMBER
O 7712090789, BEING A PORTION OF THE FOLLOWING.
THE NORTH 90 FEET OF TRACT 5, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE
Utp PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY,
WASHINGTON.
TOGETHER WITH A NON - EXCLUSIVE EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS
THE NORTH 30 FEET OF THE SOUTH 115 FEET OF THE WEST 300 FEET OF SAID TRACT 5.
Assessor's Property Tax Parcel /Account Number(s): 734060- 0101 -09
SUBJECT TO: ATTACHMENT MARKED EXHIBIT "B" WHICH BY THIS REFERENCE IS MADE A
PART HEREOF.
Dated: 1 7 Z / 2 ! 97
N G. HORE
RECEIVED
CITY OF TUKWILA
FEB 2 4 1999
PERMIT CENTER
OT-0