HomeMy WebLinkAboutPermit 1415 - Hanover Management - Office BuildingCITY OF( AWILA BUILDING DEPARTS ".NT
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177
LOCATION OF WORK / NUMBER & STREET
655 Andover Park West
LOT
BLOCK
PERMIT NUMBER
N2 1415
SUBDIVISION
See attached legal description
OWNER
Hanover Management, Inc.
ADDRESS
Suite 300, 1027 Yonge St., Toronto,
Canada
PHONE
(416) 966 -2811
NAME OF BUILDER
McCann Construction Co. r 1 3
/ �
4
)) 1
STATE LICENSE NO.MCCANC 378 NO
SALES TAX NO. C 600 180 331
ADDRESS
950 Andover Park East, Tukwila 4
PHONE
575 -4330
INSPECTION RECORD
FOOTINGS
TIMATED VALUE
COMP TED WORK $ 450,000.00
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
March 15, 1978
FOUNDATION
PERMIT FEE $ 812.00
FRAMING
PLAN CHECK FEE $
LATE PERMIT FEE $
TOTAL FEE $ 812.00
TYPE OF
CONST. V N
OCCUPANCY
GROUP B -2
DATE ISSUED
JulI 15. 1 978
ZONE 3
ZONE CM
E PIRATION DATE
FINAL
FIRE SPRINKLERS
REQUIRED
MAX.
OCC. LOAD 200
U Yea lPlo
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 4)
,174,(Lee,frierin,)
SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND
INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED.
BUILDING DIRECTOR Al Pieper
BY ,./fr4
CITY OF t XWILA BUILDING DEPARTErli '1- 15
6230 Southcenter Blvd.
Tukwila, Washington 98067
Phone: (206) 242 -2177 -
LOCATION OF WORK / NUMBER & STREET
655 Andover Park West
LOT
BLOCK
SUBDIVISION
See attached legal description
PERMIT NUMBER
No 1415
OWNER
Hanover Management, Inc.
ADDRESS
Suite 300, 1027 Yonge St., Toronto, Canada
PHONE
(416) 966 -2811
NAME OF BUILDER •
McCann Construction Co.
STATE LICENSE NO.MCCANC 378 NO
SALES TAX NO. C 600 180 331
ADDRESS
950 Andover Park East, Tukwila
PHONE
575 -4330
INSPECTION RECORD
:gOOTINGS
BUILDING
PERMIT
VOID IF WORK IS NOT
COMMENCED IN 120 DAYS
March 15, 1978
ESTIMATED VALUE
COMPLETED WORK $ 450,000.00
EDuntDATIDN
812.00
PERMIT FEE $
FRAMING
PLAN CHECK FEE $
LATE PERMIT FEE $
TOTAL FEE $ 812.00
•
TYPE OF
CONST. V N
OCCUPANCY
GROUP B -2
DATE ISSUED
July 15, 1978
ZONE 3
ZONE CM
EXPIRATION DATE
FINAL
FIRESPRINKLERS
REQUIRED
MAX.
OCC. LOAD 200
ill Yee lo
DESCRIPTION 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, VENT /LATING OR A/R 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
TYPE OF
INSPECTION
STREET
ADDRESS 3 ivoVAER PM lei.
LOT
NO.
PERMIT .3:It--/4/5"
NUMBER
A.M. '�% /�
INSPECT TK. CONTRACTOR ��1 eel, // /1/
REMARKS
Ditr
OWNER,
144 ND 1/ /Q
TYPE OF STREET / Q ,
INSPECTION /L 00 /� ADDRESS Fj o� _ .6-- //y;4 to ✓ /Y, LtW .
LOT
NO.
PERMIT
NUMBER
INSPECT /Y9 /L /N g- P.M. CONTRACTOR /'/ N/Y
/14?
OWNER' MI /1/
REMARKS i1 A/4/ L / /i/
4
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r- 6230 Southcenter Blvd.
Awila, Washington 98067
Phone: (206) 242 -2177
4TION OF WORK / NUMBER u STREET
BLOCK SUBDIVISION
ER
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PHONE
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PERMIT FEE S S IRAQ'
;RIPTION OF WORK:
•
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iP: OF TFNA;.lT
03JRE OF B!JSt NESS :
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.
APPLICANT He CA N IV Con's-T.
BY
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site plan
approved
vicinity map
general notes
floor plans
floor plans
roof plan and details
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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
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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
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126.33 feet -to a...poj,nt on a; tine that '4s pdra11el to and 1045.90 feet sou r1y
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of he: �xir#h y� l'f ne
149,'...34--,feet to a .point `or "the, westerly .4517..
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acentr ar�eieof`° •
an rc ' stance o P 126.3 33 t
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#ahgerrt
to th ,.Cre d 4 .course,_ :along the :are..-- of a -:.t lr•b'e -to = the, rl ght _lr g a radius
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,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 $IT
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core service area and schedule
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inscriptions
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floor diagram
sections details
footing schedule
column schedule
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general notes
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revise water system
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PUBLIC WORK` ' DEPARTMENT
8230 Bauthc rater Boulevard
Tukwila, Washington 990137
telephone c 805 i 042 so 217 7
Avref. IQ, 1978
10 March 1978
Fl `iii raj : i' n., �.� t1• t T l ;
10ZI T1+ is. �,i-t.: C1. t
Stthf 300
�}llTt...,..aayy t tart Q an. Y 0 a 4$ °
rA't
Per� {, . . �4 �. - 00, � 1111. . � •110:0
et= ccr% o 3.S.r''y \'•a this dat� is*+ i.:�f� �r4 '"Y ;li o�fa.
rc)u `')a;t ' craw tkmt $ok`: the c i r viR let
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
� � , ..,� ,� 1111.
vi d sit tan and have the follow.*
I have ref ,ewed the .above referenced e p
co rirnents
.: 1111
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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
�, II 11: •,"
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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;Th :a. shut: down: of- that: particurlar •operation'''unti l 's�: Lh time as a-.:permit
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