HomeMy WebLinkAboutPermit 1412 - Hanover Management - Office BuildingCITY OF( ,KWILA BUILDING DEPART! NT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
°CATION OF WORK / NUMBER & STREET
625 Andover Park West
OT
BLOCK
PERMIT NUMBER
N° 141?_
SUBDIVISION
See attached legal description
WNER
Hanover Management, Inc.
DDRESS
Suite 300, 1027 Yonge St., Toronto,
PHONE
(416) 966 -2811
Canad
AME OF BUILDER ��
McCann Construction Co. �/ ,/s
%//
STATE LICENSE NOMCCANC 378 NO
SALES TAX NO. C 600 180 331
DDRESS
950 Andover Park East, Tukwila . '
PHONE
575 -4330
INSPECTION RECORD
OOTINGS
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
March 15, 1978
ES •TED VALUE
COMPLET• • WORK $ 450,000.00
OUNDATION
PERMIT
1 812.00
FEE $
RAMING
PLAN CHECK FEE $
LATE PERMIT FEE $
TOTAL FEE $ 812.00
CONSTO.F V V
GROUP OCCUPANCY B -2
DATE ISSUED
July 15, 1978
FIRE
ZONE 3
USE
ZONE CM
EXPIRATION DALE
INAL
FIRE SPRINKLERS
REQUIRED
MAX.
OCC, LOAD 200
NI Yea InNo
DESCRIPTION OF WORK:
Two -story office building; 20,000 square feet total area'.
SUBJECT TO ATTACHMENTS ON APPROVED SET OF PLANS.
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES.
McCann Construction
CALL FOR INSPECTION
BEFORE WORK IS CONCEALED OR
POURING CONCRETE
PHONE
242-2177
FINAL INSPECTION BEFORE OCCUPANCY
APPLICANT
BY
SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND
INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED.
BUILDING DIRECTOR
BY
Al Pieper
CITY OF T. NU BUILDING DEPABTICIT 141g
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
'CATION OF WORK / NUMBER • STREET
625 Andover Park West
IT
BLOCK
5
PERMIT NUMBER
No 1412
SUBDIVISION
See attached legal description
VNER
Hanover Manag ement, Inc.
)DRESS
Suite 300, 1027 Yonge St., Toronto, Canada
PHONE
(416) 966 -2811
IME OF BUILDER
McCann Construction Co. I�
STATE LICENSE NO.McCANC 373 NO
SALES TAXNO.0 600 180 331
)DRESS
950 Andover Park East, Tukwila
PHONE
575 -4330
INSPECTION RECORD
1OTINGS
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
March 15, 1978
ESTIMATED VALUE
COMPLETED WORK $ 450,000.00
IUNOATION
812.00
PERMIT FEE $
IAMING •
PLAN CHECK FEE $
LATE PERMIT FEE $
TOTAL FEE
$ 812.00 •
GROUP OCCUPANCY B -2
•
CONST. V V
DAIE ISSUED
July 15, 1978
ZONE 3
ZONE CM
EXPIRATION DAIE
VAL
FIRE SPRINKLERS
REQUIRED
MAX.
OCC. LOAD 200
U Ye, ntslo
iSCRIPTION OF WORK:
Two -story office building; 20.000 square feet total area'.
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
1 HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES.
McCann Construction
CALL FOR INSPECTION
BEFORE WORK IS CONCEALED OR
POURING CONCRETE
PHONE
242-2177
FINAL INSPECTION BEFORE OCCUPANCY
APPLICANT
BY
SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND
INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED.
BUILDING DIRECTOR
BY
Al Pieper
TYPE OF
INSPECTION , 2P,9/h //Y(:.
altd 4`
CITY OF
BUILDING DEPARTMENT
I N S P E C T I O N M E M O
INSPECT
OK er
Date
5-,340. 78
STREET
ADDRESS • A S /v44 4V2 _ 4' ! p k• 4:
LOT PERMIT
NO. NUMBER
A.M.
.. CONTRACTOR
OWNER
REMARKS _ eos4--/e
/101 e e4 4.9 /y•
/411'
LOT PERMIT
NO,. NUMBER
4 .a4
INSPECT P.M. CONTRACTOR
REMARKS
e74/
A/ee4/yiv
OWNER '/'Vl ' JD 1/4---,E,
/J/lt1L- ! /V ter F� 04 p /� .Z •V.�f /cL /P
S /9N40
REQUESTED; _" / -71 _6 i
DATE; TIME ALOUCSTEO - D471 -: TH'r: or RGQUr.ST
•
•
te- = �,-14:� •
TYPE OP-L'::FCCTICN
5e fir,
r+rcur: ,T a _
Specie! Instru tions to Inspec'cr
INSPECTION:
#9/4 LeY.O_-__Plie DESCRI AI.S Or ACTUAL INSPECTION
REMARKS:
IINDICATE RESULTS. DESCREPANCIES, RE'!NSPECTION SEOUHREMENTS, ETC.1
CITY OF TM. ILA - BUILDING DEPARTMENT
tnspectorl -
CITY OF ATrex.
BUILDING DEPARTMENT
E C T I O N M E M O
TYPE OF
INSPECTION eva.-
INSPECT /4JL.. 14/
A.M.
STREET
ADDRESS
LOT
NO.
Date .'�'" ?/g
C°A6/4/4'Zi• / ,I 11).
PERMIT
NUMBER
CONTRACTOR AlV4110/
OWNER
7/M/1p
REMARKS air 4/41 /1-,1Y. . isC4
fi r
U1 I 1 I1j 1.Lik iJi9.:3x1 IU,IPa_1.191'1'U 11 u»4 6-!!i9 041:.17 1
6230 Southcenter Blvd.
kwila, Washington 98057
Phone: (206) 242 -2177
C
4TION OF WORK / NUMBER & STREET
BLOCK SUBDIVISION
ER
H4NO ✓,R
RESS
s
EOF BUILDER
MC CAN N Co
R ESS
50
'9 r7A
11146,d4 Irir7j7' IN'
10R 7 Yo u G STS -T) KOviz, vW,1i m
N 7RVCTION Co.
PHONE
1J. 6I
SALES TAX NO
oa
APPLICATION
FOR
BUILDING PERMIT
DATE TODAY
:RIPTION OF WORK:
Amr. OF TFNAi1T'
PHONE
5 x5'43 34
ESTIMATED VALUE
OF
COMPLETED WORK
PERMIT FEE
PLAN CHECK FEE
go 331
450,coaele
LATE PERMIT FEE
TOTAL FEE
$ S :Rea
TYPE OF
OCCUPANCY
GROUP
FIRE USE
ZONET ZONE
g
C M
FIRE SPRINKLERS MAX.
•
REQUIRED OYnsiko OCC. LOAD %j OO_
fRoj. .loo 'mese3
PTURE OF 51JS L ESS
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS.
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING.
HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND
SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES.
APPLICANT Mc CA N Lot vs-r.
BY
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legal description
site plan
approved
vicinity map
general notes
floor plans
floor plans
: .BI L T) l; SITE l MPROVDENT . PLAN NO
CITY OF ii..11.C•ii LA:' ttirL I C i O`*
Office of Community Development
Examined, approved & certified this
day of 1 29- -L f 1e
3
Reco.tding -:.it doc.w e vt .L o ptionaZ and 4.4 not .tequiAed to obtain a SuLed.i.ng I';J.mit.
Mme�. ��1=0!)12. � y
in i4 . _ -._..,... 3—.�:. .
1 a ' 413 -01 gr-1F AZLeZ, ;ii,,q, t..3
lam\
-,-t - l
t
A legal description of the segregated parcel is s t forth or.
Exhibit A hereto and by this reference incorporated her, in.
The Binding Site improvement Plan within which the segregated
parcel is contained was recorded on Pages 4 and 5, Volume 1
of Binding Site Improvement Plans, Records of King County,
Washington.
211 men bq thcse Pr2`.c1 i S
fee simple and contract porch
hcirLby imake a short subdivj
end echo% ledge that said shoe.
in and manner within a period
out the. filing of a final plat
short plat to be the graphic r
2nd Uizt same is made with the
dad i e of the owner(s).
In witness whereof we have set
that we, the
eser(s) of th
lion t;.ereof p
t subdivision
of five years,
. The unders'i
epre.s.en t : t.i or
' free consent
undc:rs i g
e land n
ersuant
sha,,l no
from da
yned fur
of said
and ir' a
reed, o,,.;ner(s) ire;
Lrei l deScrit.Ed c
to PCW 58. l7. CaO
t be further divided
to of record,, wi th-
Cher declare` this
short subdivision
w i t h 'the
Persona-11Y appeared before me DANIEL J. RIVIERA :tty are,
noca ► o' be ;they Secretary of HANOVER. MA IAGEME TT: r4C. the .:carpot ition
tTer. �.il ; X�k Xtr X 12t 1V' ' . f.XeL K.7X I'X lbXXI . wiso -,executed t'he' :wi tJi =.
j'n ane; or-e'goirig 'ins'trument, 'ar:d ace no.,1edged that ',fie siggned the
SL;-aa 'as the 1 ,free' an`d vol unrarly. acct' .and' deed. for the uses ,and purl
posi s t here ii2 e'en t:i cried ref ,aid borpp
..,, � I` � r<3tlOiL
pu'a2re pefo e'm
:'t 2si` ,iV1rLa� C�Oscz f ied 1'!: .and l'xt7 execute' r cat
sn ar;ii for oin ins�ru en a � acn .o .r edged
.�� g A � �-�� � 1signed
.sane as, " . free an vo2 u:rtar' act the 'Auses .a'fc
C
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i; •
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FIN Fir CA. 47 4D
1� •
VIA EL.EVA
1 r f trXAAISOZ r G ...4I°'t..
4 V t i l 7 PittAlli 04441 t( �`�` `' (Al1
•
t..
b�G.I}.- ' 1G at a poia�•y .. 1 :th wester1y. rtargi of:,.Andpvler.1'ark t!estr', ,ti89t,h i ltenue
5Q , i Mi ch poin '' .ars �I82 °05' 42 "W ` : l u i ne. of
{�. ;3f34 feet 'a .al Ong. the s�herly
'fir 7' southeast � and;'S41 °47',29'`k+'.595.3o feet',al.on .a7 � '," �'
t m,, :t. g Said k . 'er.y,aiargin ref
.foyer .par ,,.., t� 'thence- #rcm r
.Y. M sal,.d POitiT) o. SEGlNtiiNG cort1;auing• along,- said
Westerly in rye` 4a .$01 °47 29" W 3'77,:00 fee. • :then` g -i , :wester? r1argit
r (, .iie pr.ecetiing:, cours+ ' ?long the 'a c of "a- cur •to. the ri.ght. 'havir:g a..
radius,: -re: 4,, Y ,arty ra cen r;�2+ i
us,c 5� 0~ feet ;e �' a4)e of 9fl 05'.491.1 an -arc. length' Of' 7864: ,
± 'feet «
aral
.,. ;po n a i rye . �. 1e1 �"o'.ard ��3.4i1 ent f
. a 3 'tht 'l s
<.1 � �saut�,�rly
o the
..r1y li-ne of
said sou hea •:1/4; thence
a 'a »g. airi pi;;alial line P88°45'4211'
feet;: _thence �1ea,virig last said: parai let' . 1.4 tangent to the preceding court
4Qn the�aire vf�' a curve toathe right.#ia +� -i
h
f
g D. � adis�s•'vf 15.�3 feet and a central
rr ^. .r..7VJ 54*451 5•6it � ��
an.arc • distance of ,14.4 :�fe
et to a point of reverse, trirva ttir.� .
hQnce; far `h �.
g_•
gent- to the: preceding, cup ve d']nn ' she" 4rc.o.f a curve to the'-';,eft t�dv� ;ig
a: radius of"' SO.00'feet and a central an l �. cf. 144 45 55 , an arc distance
#� Mfr
126.33 feet -to a...poj,nt on a; tine that '4s pdra11el to and 1045.90 feet sou r1y
' r1 -of' said .southeast /4,. thence- along` last said .par del' line
of he: �xir#h y� l'f ne
149,'...34--,feet to a .point `or "the, westerly .4517..
•ofi.s�d
y: 3 7rte of _the east .�� 34 •feet- :.
_i vast 1/2;:;, #hence allong': said westerly line ttdi °.47'
. 7.; Yeti
29 ".� 62 t tc a
point on a 1.1ne' that is paral le1 . +;4th `and .523.90 'f eet souther ly ;o`
� '
th norther1y; • l inn o.1 safds o utheast= /.4, thOce.along �asr ai arajlel 140 S8 e
149.34 • feet, t h ce f ro m� r, gert aihn c n bears' .5�1 ° 54 ' 1131. 14 a4-.:ng
the art Q.��
x19 1 diiis, -of 043 feet and
acentr ar�eieof`° •
an rc ' stance o P 126.3 33 t
'.,s _.eet:-to a. pint oF're '�;.
ua ,.urz, thence taa3gnt
.:. i '‘014:- rgcP� ��-� � ,_. • •
. �Qrse c r
F .a 9- Cure. .43r;g' ;the arc of a curve .;to _ e raliu
�-�ght: ha�r�r3g �a s,.,Of
15;.00 feet:.,and a.. sr2rit 'i-- .angle.':of 54"45455''
fa.At
an Caro � stance of
X43
pvi•n,:t :on a line thet.. , � �o
`''s:,par�aile1 with acrd O.f pc- southerly -
:the •horth�rly
A �f
.line-'9f said southei• t: ::1)"4.; thence t angeci to:-.tie preceding curve almng < Iasi. say
parel iel line S J3'42: E 32..5 feet; hence - 1kevin 9 said ,P arallei line
#ahgerrt
to th ,.Cre d 4 .course,_ :along the :are..-- of a -:.t lr•b'e -to = the, rl ght _lr g a radius
•
,x 50 GJ :.feet r d -a centre? a; !`e of' 89 °53'. ..1 'an arc f i8 •
• length .0 /6.4c '.feet to a
li�.i n c n westerly y margin -of Az�'k ier P ar c -Vest and :the 'diltI C_flf BEGIDit4'NG ,
and colltai;. stn 4
j;? ,, 42 acres of:' land rr rr. r 1e. r 'AH $IT
.ituate in the City of Tur :. Cour►ty` oi' king
L � ort��w. '
,PorLiGri of the ;ca'st 1/2 of tfra �s,�t���► %4 :Qf
1 %23N. 4E. 'and ,being, core pars. cu1arl
..'■ ,wA.
I a* sel W#. w- eA^. 7+ ss+ P4• s• r., rasras '*a....�a.!wlsc�*.�_c:'.+..r •; �ito..Ppp."+",,.�+►.si^.vssphr,•r
•- i,Y'•MI,
•J54 s .'
•
sections stair details
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PUBLIC WORK` ' DEPARTMENT
8230 Bauthc rater Boulevard
Tukwila, Washington 990137
telephone c 805 i 042 so 217 7
Avref. IQ, 1978
10 March 1978
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et= ccr% o 3.S.r''y \'•a this dat� is*+ i.:�f� �r4 '"Y ;li o�fa.
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TO Al Pic ,er, Buy 1d,i Rio Offl'c'•iai
[R0^M Dick Willi ems , Office Enc; i neer
'SUBJECT; Site Plar revi Southcen �w, ter Corporate Square Phase III
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vi d sit tan and have the follow.*
I have ref ,ewed the .above referenced e p
co rirnents
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:
Roof ;dra'ins ' should `fie terrninated:'i r. structures as much' as
C1 ean•:o'uts nmus,t be i iistai iced in the roof 'drai ri ''system as in-
dicated in red on :th`e drawing.
9.
r he
A .ro.ved:, ;roadwa drawings :� ndi,cate 1.2. s �.o
rm drain n. stub at t
upper: ri(g�ht corner of the dra..Ni n,y.', C,onne..t 'on' pipe must be •''12
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r structure: rriusr be insta'lled at unct,on o 8 alid 12
%MUNE SPECIE/C/0100
I. 'ECTrON OF IMPROVEMENTS WILL B
� BY ' THE CITY OF TONG ILA , • _
SANITARY SEWER PIPE AND FITTINGS SMALL BE ASBESTOS CEMENT, (CLASS 2400) .. OR
PLASTIC, PER AP`A STANDARDS. TESTING OF THE SANITARY SEER SYSTEM SHAR OE
IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDri.
ALL SANITARY SEWER LATERALS TO BO/WINGS SHALL BE 6 :INCHES WITH A MINI
SLOPE OF 2 PERCENT".
ALL SANITARY SEWER CLEANOU ' (C.0) SHALL CONFORM TO A. P. W. A. STANUARDS FOR
MUNICIPAL PUBLIC WORKS CU t. UCT I Off# (STANDARD PLAN NO. 45).
STORM DRAIN PIPE SHALE. BE PLAIN CONCRETE PIPE, ASTWC14 -2 WITH RUBBER GASKET
JOINTS OR HELICAJ. CORRUGATED ALUMINUM, 16 GA.
AREA DRAIN AND CATCH SASI NS SHALL BE AS MANUFACTURED BY RENTON CONCRETE PRODUCTS,
OF .SHE TYPE NOTED t ED ON THE PLANS. TYPE 1 1 1 MH SHALL BE PER AMA STANDARD SPEC! FICAz IONS
EXCA"RTIONv BEDDING, AND SACKFUL FOR ALL STORM AND SANITARY SERER LINES SHALL
BE IN ACCORDANCE WITH Ar.P.W.A. STANDARD FOR MUNICIPAL PUBLIC WORKS CONSTRUC-
TION FOR CLASS C BEOPIMG.
8 ALL BAC (FILL SHALL BE COMPACTED TO 95% OF MAXIMUM NY DENSITY AT OPTIMUM
MOISTURE CONTENT AS DETERMINED BY THE STAARD PROCTOR COMPACTION TEST,
ASTM DESIGNATION, O698 -58T, METHOD O.
9. ALL WATER SERVICES SHALL BE 2-INCH COPPER PIPE (TYPE , O, PER CITY OF sUXWILA
ST'i4li r
10. ALL TAPPED TEES SHALL BE AS MANUFACTURED BY THE OLYMPIC FOUNDRY COMPANY,
SEATTLE, WASHHINGTON, OR APPROVED EQUAL.
1 I c WATER METERS AND METER BOXES SHALL CONFORM TO CITY OF TUKWI LA REQUIREMENTS
12. EXCAVATION ARO BACKFILL. OF WATER LIME TRENCHES SHALL, BE IN ACCORDANCE WITH
A. P,W.A. STANDARDS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION.
13. THE CONSTRUCTION AND TESTING OF ALL WATER FAC IL ITIES on THE PROJECT SHALL OF
IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDS.
14. ALL CRUSHED SURrP►CING SHALL CONFORM TO ThE REQUIREMENTS OF SECTION 4-O4 OF t HE
WASHINGTON STATE HIGHWAY DEPARTMENT STANDARD SPEC I F I CAT I ON y ,
15. ALL ASPHALT CONCRETE . PAVEMENT SHALL BE CLASS E, ASPHALT CONCRETE CONFORMING
TO WASHINGTON STATE HIrr AYE; U 'PARTMENT STANDARD SPECIF.ICATION,
16.
ALL EXTRUDED CEMENT CONCR E CURBING SHALL' BE IN ACCORDANCE WITH. THE A. P. W. A,
STANDARD SPE f; I F 1 CAT I ONS ANO ' THE PLAN DETAI L. S .
1 7. ALL DRIVEWAYS SHALL CONFORM TO CITY .OF • "UKWI.A STANDARD D:IAW1NG R-5-•B.
8 ' IT SNAIL` BE THE CONTRACTOR'S RESPONSIBILITY' TO VERIFY THE. LOCATION AND ELEVA-.
TON OF EXISTING UNDERGROUND FACILITIES. WHERE ,NEW CONDUITS ARE TO BE CON
-
L ECTED TO EXISTING CONDUITS, THE EXIS`' I G CONDUIT SHALL BE EXPOSED AT THE
POINT OF CONNECTION AND THE EX IS' ;I NG ELEVATION VERIFIED PRIOR TO THE I NSTALLA-
F NEW FACILITIES. IT' SHALL SE THE CONTRACTOR'S 'RESPONSIBTLITY TO PRO- ,
TECT. FROM #SAGE ALL EXISTING FACILITIES, NOT SPECIFIED FOR REMOVE OR MOO -
1 F I C;AT I ON AT NO COST TO; TI#E OWNER
19 . ELEVATIONS SHOWN , 81.55 )2 TOP OF' PAVE NT
'EIEVA E IONS SHOWN 114 81.55 s. TOP OF SIDEWALK
ELEVATIONS .,SHOWN 8 .. 55 = FLOW LINE DIRT DRAINAGE SWALE
• UNLESS
2O!..: ALL CURBS AT CORNERS OF PARKING AREAS TO BE CURVED WITH ' I ; RADILJS:
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OTHERWISE SHOWN:
f ean'. :''outs mu ;st' oe t ns,tal l ed ac, 1ridi cited '6n the. sanitary sewer
1 fi'n'es` •
Sari t ry sewer a' ma. ntain a 'Anniii: :mum of I,
o f c`l 'tiara ra c e .
ALL UNDERGROUND CONNECTIONS TO ,EXISTING UTILITIES (SEVER, WATER, ; DRAINAGE,
E,
ETC. SHALL BE OPENED UP AND : GRADES VERIFIED: BEFORE NEW CONSTRUCTION
STARTS.
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Sanitary side s :ewer.; cor netior permit "
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Curb; cut permi f. �StrFet Use)
Haul na pet' ~mi ,, ncl ud ,n�_,band, :(Street Us:e
Water meter ap'pl i`cati orris
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Any -work-on. any. of the above- 1 tems 'before issuance. o;f permits w'1 l l resU1
;Th :a. shut: down: of- that: particurlar •operation'''unti l 's�: Lh time as a-.:permit
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app ',ed for and;' issued.
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