HomeMy WebLinkAboutPermit D98-0125 - COSTCO - RESTROOMD98 -0125
1160 Saxon Dr.
Costco Wholesale
City of Tukwila (
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 252304 -9063 Permit No: D98 -0125
Address: 1160 SAXON DR Status: ISSUED
Suite No: Issued: 06/10/1998
Location: Expires: 12/07/1998
Category: AWSE
Type: DEVPERM
Zoning: TUC
Const Type: III -N Occupancy: WAREHOUSE
Gas /Elec.: UBC: 1994
Units: 001 Fire Protection: SPRINKLERS
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: Y Streams:
Contractor License No: BARCLBA101BW
OCCUPANT COSTCO WHOLESALE
1160 SAXON DR, TUKWILA WA 98188
OWNER SADE PAUL +ELEANOR
585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901
CONTRACTOR BARCLAY DEAN Phone: 206.682 -3223
3223 FIRST AVENUE S SUITE A, SEATTLE, WA 98134
CONTACT CYNTHIA LITTLE Phone: 206 - 682 -3223
BARCLAY DEAN ARCH PRODUCTS, 4623 7 AV S, SEATTLE WA 98108
k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Permit Description:
RESTROOM RENOVATION
k**********************, k**********, t****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **
Construction Valuation: $ 35,000.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $
k***************************************' k************ * * * ** * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature:_
Signature:
Print Name:
DEVELOPMENT PERMIT
7€ tjJ .)4J.kfoce.
730.09
(206) 431 -3670
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 emit.
Date: (4 .,8
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
Address: 1160 SAXON DR Permit No: D98-0125
Suite:
Tenant: Status: ISSUED
Type- DEVPERM Applied: 04/1511998
Parcel •: 252304-9063 Issued: 06/10/1993
***k*************.****A**
Permit Conditions:
1. APPLICANT SHALL SUBMIT A METRO SEWER USE CERTIFICATION FORM
PRIOR TO PERMIT ISSUE.
2. No chan9es will be made:tothe plans,pness approved by the
Architect or En9ineer:and the T6kwiia
3.
Plumbing permits .:shall be-obtainedthrough the
County Department...6f Public He1th P1410 i4.19 'W 11:- be
Inspected bylthat agendY.,'Jncludinegall
4. Electrical Wash)69ton
State DjviSion of and -Industries and,all:eTectrical
work will be inspected by that'a9ency (248-6630) .:
5. All me'oh'anical work :hall be under separate en nt
the CitY ot Tuwi1a .
6. All - Rermit'S,, in,spectiOn recOds. and approved D1an shall be
avaltibl* at the lob site priortothe start of any con
re i
struction. :These docuMents to maintained and avail-
able,unril final 1nsbettionapproval
7. Any - new celllnQ a d andlightfixture',installation-is
required to meet lateral bracin9'::reqUirements for SeiSmic'
Zone 2
-
C Partitiow:wails attached tc'6ellincr.grid must be 1atera11
braced If over ove ei9ht,(3) feet in length.,
9. A11.Construction to be done in confOrMan'Ce-wlth approved
planS- and -requirements of the UnjomhBuildi9 Code (1)94'
Edition ips' amended, Uniform MeChanicaT,Code 0994' Edition.
and Washin9tOn State Energy Code(1994Editipn).;'
10. Validity of Permit. The issuan.Ce of eipermit:orapproVal,',Of
plans, ,specifications, and computationsshal,l-not be con-
.trued to be a permit to or - an apprbva1 - 61.,' any vlolatiOn
of any of the provisibns of the buildin9,code ors anv
other ordinance 'Of the jurisdiction, No bermit:OresuMin9 to
9ive authority to violate or'CanCel the provisions O:rTthis
code shall be valid. 1
CITY OF TUKWILA
Project Name/Tenant: ,,
Existing use: I•'=f Retail ❑ Restaurant ❑ Multi- family 'Warehouse El Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Office
❑ School /College /University ❑ Other
Value of Construction:
Will there be a change of use? ❑ yes M. no
If yes, extent of change: (Attach additional sheet if necessary)
Site Address:
Existing fire protection features: f sprinklers ❑ automatic fire alarm El none ❑ other (specify)
.... i
City State /Zip:
Tax Parcel Numkier• ,,
rr
///00
Property Owner:
(,
r ., j. .... ( _ a,.
. t (.
Phone:
Street Address:
t t.
` l':.: City State /Zip:
_ L / : :., ( - i)t- (, ,• .'� * . ,(., f:C''t
Fax #:
Contractor: - /
i� K �` =' `yU11, j :` r : "° ( ,I:7 /.2 - - - j ). I_ L(c( l _ (''. '` :, if
- c.
Phone: ,�
f.�, t,-
y* l
!� l
J � % ?
?' �
Street Address:
:i
,
, ,, f % ^; l •' c • I .: 2 : 1 :1 ' - ;. i
.City
\. (C: , IA �!':, i :,, t : . . f
Fax #:
� .I_ L
..te
{,).
�
Architect:
; .
Phone:
Street Address;
i 11 � - !
City StatO /Zip: .,
t:-
Fax #:
Engineer:
J
Phone:
Street Address:
City State /Zip:
Fax #:
Contact Person:
(
, I. l' • ',,
1 1 , I l• l l i ( .:.
Phoned
-'
�C l,.
Z Z,. } J
Street Address:
/ //- `f ( 1
� ;.- F. -•,.t- r• 'i;• l- f, ` 1 4 �L'f �;
City State /Zip:
Fax #:
Description of work to be done: _ 1{
• V
Existing use: I•'=f Retail ❑ Restaurant ❑ Multi- family 'Warehouse El Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Office
❑ School /College /University ❑ Other
Proposed use: Q Retail ❑ Restaurant ❑ Multi - family Warehouse 71 Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes M. no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes 0 no
Existing fire protection features: f sprinklers ❑ automatic fire alarm El none ❑ other (specify)
Building Square Feet: 11c- t' existing
Area of Construction: (sq. ft.) et
r�7777
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes yt_:ta no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF TUI''VILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
❑ Channelization /Striping
❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering 0 Cut
❑ Sanitary Side Sewer It:
❑ Storm Drainage ❑
❑ Water Meter /Exempt ft: Size(s):
El Water Meter /Permanent # Size(s):
CTPERMIT.DOC 1/29/97
APPLICANT REQUEST FOR PUBLIC WORKSSITE/CIVIL PLAN REVIEW:OF THE FOLLOWIN
(Additional reviews may be determined by the Public Works Department)
❑ Curb cut/Access /Sidewalk
Size(s):
cubic yds. 0 Fill cubic yds.
❑ Sewer Main Extension
❑ Water Main Extension
0 Deduct
Street Use
❑ Flood Control Zone
❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
❑ 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 reviewed 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 expire 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 a
16 -is
Date application expires:
0 6°. la
Apply taken by: (Initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING'QWNER O AUTHORI go AGENT: ■
Signature: i \ r {--°
Date: v' -t
Print narne:
, t11 i i i
< y .'�.�
+ t-! t".
c
Phonq• ? l 'i.-
). C r 1. �1 ' 1
"FAR #' ( 'k'� 1
('.l l z)
Address .. . i ,, ) 'Ni... ,;1 ' , ' Q ' �, l f.:,: 1 r i �, '
City/State/Zip
ALL COMMERCIAL/MULTI-Map' TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS
MUST BE SUBMITTED WITH THE FOLL • /MG:
• /uilrQRAWIIS STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRI CTURbL ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
El ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include •
❑ • ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names 'of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed sta!!s with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: if adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ Construction details
Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑
El Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTI'ERMI7'.DOC 1/29/97
**4 *k•kk * *** ***k 4**kk'4•**k•.4•k* ** ** *k•4frk l lr*A44•4.A 4h**k :4 k,t,kk•.lk
CI1Y OF TUKWILA, WA TR NSMIT
:*** *•t+r 441,444 *4 *•kNAA,A*•. 1,'k 44 kA*4A- r:l*:t•f•4**•k *1 * k4*4 *;t 4 *•a ** 44•k4++14•k4•.4
1"1 ?ANSMIT Number: 119700747 Amount: 730.09 04/15/98 09 :30.
Payment Method: CHECK Not;.at1on.: COSTC'J WHOLESALE :trait: 13LH
Permit No: D98--0125 Type: DEVPERi'I DEVELONMILN1 PERMIT
P«r-oe1 No: 252304 -9063
Site Address: 1160 SAXON DR
'This Payment 730.09
44.* **k4:tiA *kA7Sk *4*,5 *d *4
Account Code
000/322.100
( >00!345.830
000/386.904
.. �, �. ja Y�y$.` �?; �y' 1�:; �k i�l� : t n.'lt';41)I`5`', '� / i: ` r K . e�;'
Total Feo -: 730,:09
Total ALL Pmts: 730.09
Balance: .00
*4* 4..1* • A•4** V• k *A * *k:4).444k*44*k:1k•.1.4 *k *k*
De=cr^iption
BUILDING - MCrtPE:i
PLAN CHECK • NONRES
ST TE 311I1..OImo ;iURCHAPOE
Amount
439.75''
285:f34.
4.`a0
1184 04l16 9717 ' TOTk ' 730.09
Project:
,
Type of inspec on:
Address:-
Date called: 8
r .;
Special instr ctions: ,
/ . 37
/
/
Date wanted: /
a.m..
Requester:
Phone No.:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Approved per applicable codes.
COMMENTS:
INSPECTION RECOF'
Retain a copy with pd ► .. pit
■
Corrections required prior to approval.
�- 3J
PERMIT NO.
Ji' ....�
C1 $42.00 REINSPECTION ' FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
Date:
Pro( J j 5 CO �� j_ ���
j` y
Type of inspec ' ) & �,n
Address
1�1��, ��-,
.�r2 ,
D c alled:
8 -7 - 98
Special instructions:
2 - ;
Date wanted: a.m.
Requester:
Phone No.: vj -5 la- R73
,ii:KIV
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 9818
COMMENTS:
Inspector:
INSPECTION NO.
INSPECTION RECO
Retain a copy with p ,_,Jt
Date:
PERMIT NO.
(206) 431 -3670
Approved per applicable codes. Corrections required prior to approval.
$42.00 REINSPECTION EE REQUIRED. Prior to Inspection, fee must
s tie paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No,:
Date:
Project: j
C�i`f LQ
Type of insp- thin: If
. .
Address: f I �
.t l
Date called: ":
r .a.,
•
Special- instructions:
CAA- (I C .,GfJI,.CGCCQ
.00 fb I t1 IL 6C.N'. ?
Date wanted:
Requester
Phone•No.:
•
� Via', r �n..a ., „r° �,:'i�:' :ri,•:5 °” ri: .: '1�. -r.� wr q*. �,.,- a ,asrr�_w,wea+�R'��c.�wr.:;.n+u�
�:�"' : y°;,` , a '�'v gx�xe •�;. �: i .�,rw;r;. G ' , 'K„ ar >�try �
INSPECTION NO.
Approved per applicable codes.
Inspector:
1
INSPECTION RECO ' \
Retain a copy with p , `
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 98188
Dciz -olzS
PERMIT NO.
06) '4311 3670
Cgrrections required prior to approval.
COMMENTS:
ti
L J Y J � Date: I
$42.tf0 REINSPECTION EE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
Date:
Project:
0 5A
Type of inspectidn:
r
/�"1 ,)
Addres •
Date called:
Special Instructions:
2 & a
.
7 - r ,7
, ..... 0
Date wanted: 4
' � 7
yy
q.r
` �
Requester:
Phone No._
Sia.. 7
c;; i,;".y ;p,n ryt, �raY«+ �' r.`: vni4Y.(. �ES� ;+:Kt*.:Cf:Y;.?'y^,'7!.'W!Cr� �•.er r ;rn "w.y;. l
INSPECTION RECD
Retain a copy with pe' .iit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
X Approved per applicable codes.
COMMENTS:..
e 3 -> ., y
I
Corrections required prior to approval.
Inspector f / i 4470Y-1 Date: --y I
^ I $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
�
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
Project Name l—(7
71 7 777-
Address )1 to 0 SAxt (-. yr
Needs shift inspection
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
5 z Retain current inspection schedule
Approved without correction notice
Approved with correction notice issued
Permit No. 18 ° V
Authorized Signature Date
FINALAPP.FRM T.F.D. Form F.P. 85
John W. Rants, Mayor
Suite #
cAI ct1 c W,
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439
DISTRIBUTION FACILITY
915.A 1st AVENUE SOUTH
KENT, WA 98032
(206) 852.3980
FAX (206) 854.3032
RECEVED
CITY OF TUKWILA
JUL 2it 1998
PERMIT CENTER
ANGELES METAL SYSTEMS
MANUFACTURING FACILITY
116 "Y" STREET
VANCOUVER, WA 98861
(206) 696.0921
FAX (206) 693.8969
C E10 Evaluation Service, Inc.
Report No. 1715 -P
April, 1 995
ANGELES METAL SYSTEMS
A
MANUFACTURING FACILITY
4817 EAST SHEILA STREET
P.O. BOX 911031
LOS ANGELES, CA 90091
(213) 268.1777
FAX (213) 268.8998
LIGHT GAUGE STEEL — PROPERTIES, HEIGHTS,
LOAD AND SPAN CAPABILITIES
DISTRIBUTION FACILITY
4841 STREET
SACRAMENTO, CA 95826
(916) 383.4192
FAX (916) 383.1842
17ON
JOIST
SPACING
(in.)
PURLINS
20 psf
JOISTS
30 pf 35 par 50 pf 70 pf 80 pf 90 pf 140 pf 150 psi 175 pf
14X!1D358
25.513
22.095
18.041
12.757
14325
11.861
10.980
9.186
7.764
7.262
6.847
5.490
5.304
4393
N 4
1
12379
10271
9309
7.956
6.724
6.289
5.930
4.754
4393
3.978
103.58
34381
29.948
24.452
17290
10271
8386
7.764
6.496
5.490
5.135
4.842
3.882
3.750
3.248
42.455
36.768
30.021
21228
7262
5.930
5.490
4593
3.882
3.631
3.424
2.745
2.652
2.297
d i N
21.508
18.626
15208
10.754
15.419
12.589
11 .655
9.752
8.242
7.709
7.268
5.828
5 .630
4.876
O O tOtqq
N P
1
13353
10.903
10.094
8.445
7.137
6.676
6295
5.047
4.876
4.223
(0400
30.764
26.642
21.753
15382
10.903
8.902
8242
6.895
5.828
5.451
5.140
4.121
3.981
3.438
d r. N f
28.428
24.619
20.102
14214
7.709
6295
5.828
4.876
4.121
3.855
3 .634
2.914
2.815
2.438
35.171
30.459
24.870
17.586
19 .695
16.081
14.888
12.456
10527
9.847
9284
7.444
7.191
6.228
:1 9 N Qj
1
17.056
13.926
12.893
10.787
9.117
8.528
8.040
6.447
6.228
5394
20301E1603
46.175
39.989
32.651
23.087
13.926
11371
10527
8.808
7.444
6.963
6.565
5264
5.085
4.404
12.000
16.000
24.000
48.000
31.774
27.517
22.467
15.887
9.847
8.040
7.444
6.228
5264
4.924
4.642
3.7
3.596
3.114
16.783
13.703
12.686
10.614
8.971
8391
7.911
6343
6.128
5307
1
14534
11.867
10.987
9.192
7.769
7.267
6.851
5.493
5307
4.596
11001D358
11.867
9.689
8.971
7.505
6343
5.934
5394
4.485
4333
3.753
8391
6.851
6.343
5307
4.485
4.196
3.956
3.172
3.064
2.654
17.983
14.683
13.594
11.374
9.613
8.992
8.477
6.797
6.567
5.687
15574
12.716
11.773
9.850
8.325
7.787
7342
5.886
5.687
4.925
40400
12.716
10383
9E13
8.042
6.797
6358
5.994
4.806
4.643
4.021
8.992
7.342
6.797
5.687
4.806
4.496
4.239
3399
3283
2.843
12000
23336
19.053
17.640
14.759
12.473
11.668
11.000
8.820
8.521
7379
16.000
20209
16.501
15277
12.781
10.802
10.105
9527
7.638
7.379
6391
1106(0)
24.000
16.501
13.473
12.473
10.436
8820
8.250
7.779
-2.
6.025
5218
48:000
11.668
9527
8.820
7379
6.237
5.834
5.500
4.410
4260
3.690
12.000
27.796
22.695
21.012
17380
14.857
13.898
13.103
10306
30.150
8.790
16.000
24.072
19.655
18.197
15224
12.867
12.036
11348
9.098
8.790
7.612
80803
24.000
19.655
16.048
14.857
12.431
10506
9.827
._....
7.429
7.177
6215
48.000
13.898
11.348
10.506
8.790
7.429
6.949
6352
5.253
5.075
4395
12.000
22.962
18.748
17358
14322
12274
11.481
10.824
8.679
8384
7261
16.000
19.886
16.236
15.032
12577
10.629
9.943
9374
7.516
7261
6.288
40338
24.000
16236
13257
12.274
10269
8 .679
8.118
7.654
6.137
5.929
5.134
48.000
11.481
9374
8.679
7261
6.137
5.740
5.412
4339
4.192
3.631
24.616
20.099
18.608
15568
13.158
12308
11.604
9304
8.988
7.784
21318
17.406
16.115
13.483
11395
10.659
10.049
8.057
7.784
6.741
YD40)
17.406
14212
13.158
11.008
9304
8.703
8.205
6379
6356
5.504
12.308
10.049
9304
7.784
6379
6.154
5.802
4.652
4.494
3.892
31.041
23345
23.464
19.632
16.592
15320
14.633
11.732
11334
9.816
1
26.882
21.949
20321
17.002
14369
13.441
12.672
10.160
9.816
8.501
ID600
21.949
17.921
16392
13.882
11.732
10.975
10347
8296
8.015
6.941
15320
12.672
11.732
9.816
8296
7.760
7316
5.866
5.667
4.908
38.067
31.082
28.776
24.076
20.348
19.034
17.945
14388
13.903
12.038
1
32.967
26.918
24.921
20.850
17.622
16.484
15341
12.460
12.038
10.425
f1D8(0
26.918
21.978
20.348
17.024
14.388
13.459
12.689
10.174
9.829
8312
19.034
15.541
14388
12.038
10.174
9.517
8.973
7.194
6.950
6.019
-11s
42.471
34.677
32.105
26.861
22.701
21235
20.021
16.052
15508
13.430
36.781
30.031
27.804
23262
19.660
18390
17339
13.902
13.430
11.631
11351
16XHDI000
30.031
24320
22.701
18.993
16.052
15.016
14.157
10.966
9.497
21235
17339
16.052
13.430
11351
10.618
10.010
8.026
7.754
6.715
SECTION
JOIST
SPACING
(in.)
< N
PURLINS
20 pet
JOISTS
30 pet 35 Far 50 p1f 70 pf 80 pf 90 psf 140 psf 150 pt 175 pif
14X!1D358
25.513
22.095
18.041
12.757
20.832
18.041
14.730
10.416
19286
16.702
13.637
9.643
16.136
13.974
11.410
8.068
13.637
11.810
9.643
6.819
12.757
11.048
9.020
6378
12027
10.416
8.504
6.014
9.643
8351
6.819
4.822
9316
8.068
6.588
4.658
dd vi
14X110400
N 4
27.366
23.700
19351
13.683
22.345
19351
15.800
11.172
20.687
17.916
14.628
10344
17.308
14.989
12.239
8 .654
14.628
12.668
10344
7314
13.683
11.850
9.675
6.842
12.901
11.172
9.122
6.450
10344
8.958
7314
5.172
9.993
8.654
7.066
4.996
8.654
7.495
6.119
4327
14X!!D603
O O O g
e
r. N f
34381
29.948
24.452
17290
28235
24.452
19.965
14.118
26.141
22.639
18.484
13.070
21.871
18.941
15.465
10.935
18.484
16.008
13.070
9242
17290
14.974
12.226
8.645
16302
14.118
11.527
8.151
13.070
11319
9242
6.535
12.627
10.935
8.929
6314
10.935
9.470
7.733
5.468
14X110808
42.455
36.768
30.021
21228
34.665
30.021
24512
17332
32.093
27.794
22.693
16.047
26.851
23254
18.987
13.426
22.693
19.653
16.047
11.347
21228
18384
15.010
10.614
20.014
17.332
14.152
10.007
16.047
13.897
11347
8.023
15.503
13.426
10.962
7.751
13.426
11.627
-----
3
1811/31600
d i N
21.508
18.626
15208
10.754
17361
15208
12.418
8.781
16258
14.080
11.496
8.129
13.603
11.780
9.619
6.801
11.496
9.956
8.129
5.748
10.754
9313
7.604
5377
10.139
8.781
7.169
5.069
8.129
7.040
5.748
4.065
7.854
6601
5.553
3.927
6.801
5.890
4.809
3.401
18110/800
O O tOtqq
N P
25.706
22262
18.177
12.853
20.989
18.177
14.841
10.494
19.432
16.829
13.740
9.716
16.258
14.080
11.496
8.129
13.740
11.900
9.716
6.870
12.853
11.131
9.088
6.427
12.118
10.494
8.569
6.059
9.716
8.414
6.870
4.858
9387
8.129
6.637
4.693
8.129
7.040
5.748
4.064
1811D11000
O O O O
N
30.764
26.642
21.753
15382
25.119
21.753
17.762
12.559
23.255
20.140
16.444
11.628
19.457
16.850
13.758
9.728
16.444
14241
11 .628
8222
15382
13321
10.877
7.691
14502
12.559
10255
7251
11.628
10.070
8.222
5.814
11.233
9.728
7.943
5.617
PAH
161101603
d r. N f
28.428
24.619
20.102
14214
23.211
20.102
16.413
11.606
21.490
18.611
15.195
10.745
17.980
15571
12.713
8.990
15.195
13.160
10.745
7.598
14214
12310
10.051
7.101
13.401
11.606
9.476
6.701
10.745
9305
7598
5372
a m n r,
8.990
7.785
6357
4.495
1611/32800
35.171
30.459
24.870
17.586
28.717
24.870
20306
14359
26587
23.0
18.800
13293
22.244
19264
15.729
11.12
18.800
16281
13293
9.400
17386
15230
12.435
8.793
16.580
14359
11.724
8290
13293
11512
9.400
6.647
12.843
11.122
9.081
6.423
11.122
9.632
7.865
'
16110/1000
:1 9 N Qj
42.471
36.781
30.031
21235
34.677
30.031
24320
17339
32.105
27.804
22.701
16.052
26861
23262
18.993
13.430
22.701
19.660
16.052
11351
21.235
18390
15.016
10.618
20.021
17339
14.157
10.010
16.052
13.902
1135!
8.026
15.508
13.430
10.966
7.754
. JO
11.631
9.497
6.715
16110117110
12.000
16.000
24.000
48.000
46.175
39.989
32.651
23.087
37.702
32.651
26.659
18.851
34.905
30.228
24.681
17.452
29204
25291
20.650
14.602
24.681
21375
17.452
12.341
23.087
19.994
16325
11.544
21.767
18.851
15392
10.884
17.452
15.114
12341
8.726
16.861
14.602
11.922
8.430
14.602
12645
10325
7301
1411/3/603
12.000
16.000
24.000
48.000
31.774
27.517
22.467
15.887
25.943
22.467
18345
12.972
24.019
20.801
16.984
12.009
20.095
17.403
14210
10.048
16.984
14.708
12.009
8.492
15.887
13.758
11234
7.943
14.978
12.972
10391
7.489
12.009
10.400
8.492
6.005
11.602
10.048
8204
5.801
10.048
8.702
7.105
5.024
7:ALLO WABLESPANLENGTHS( FEEL) FOR PURIINS AND JOISTS . SIMPLE SPAN. (FOR TOTAL LOAD BASED ONFLEXURE
1715 -P
TABLE 7: AU.OWABIE SPAN LENGTHS (FF.EI) FOR PURL1NS ANDJOISTS, SIMPLE SPAN. FOR TOTAL LOAD) BASED ON FLEXURE
1715 -P
J�A
07/\ ii' & 13:59 FAX
MULVANNY ARCHITECTS
ENGINEERS NORTHWEST, INC.' P.S.
TO: M c
AITN: 0'
. - ik1.4)tIa
4 BARCLAY DEAN
FAX TRANSMISSION
COVER SHEET
DATE: 2. 2() • e
PROJECT a 8 744::1 —^.
Ij 003
NUMBER OF PAGES 2. (COVER SHEET INCLUDED) ORIGINAL (S) TO FOLLOW: YES NO
i 7O
''ea v.
ROBERT C. R)ICHLE, JR.
1714e_it c„,
4) 41 1 s , to I04)
III YOU D11) NOT RECEIVE ALL PAGES INDICATED ABOVE, PLEASE CALL (206) 525 .- 7560
6869 WOODLAWN AVENIIE N. E., SUflE MS, SEATTLE, WASHINGTON 98115
FAX: (206)522 -6698 EMAIL; bobr@enWsaattle.00m
Gt u T 86, 02 in(
07/24 96' 13:59 FAX
EXIST.
foU 1 ROOM
A
MULVANNY ARCHITECTS 4 BARCLAY DEAN 21004
Ib
MATCH EXIST.
WIDTH OF
AMIULATORY
STALL
p' -!:3 I /2" B' -3 I /2" 4 - 1 /a
t2'-O 4/8"
i
ii • 0
•■••• 1 g a
i
..- NEW NIo►F',1?31. x
r- T:1 MXI ST. eAEST ....,.. ..
HAN6INO :STATION :1 : ' i - 1 •
�_ 11 G • •••••%•, 7..CA1$r • ••• :.x 11 0 w V
• L i i i: T OhlC DISP• ,.•-.. ' ', i71E`d14; : / $ ( f:: oi N, I„G7 .... .I ' r :
• , . :; / 6 ... .1/4 f 6
— • 11 w wwwc we .vs -wr.
t 10
NE-1"1 10_v.• • X
HALL ;
•
•
R
A
14
w5
scup Itt
atuo
Icisr,
LMI'LOYEE L.OINSE
,,,.- �. 12 -t ourn
I'..5" VERI
- T /e" GLEARANGI
GARZRIER
07/20/90 09:03 TX /RX NO,3362 P.003
:•• :1 G1G:OI B6, 02 1fl1
--� r '. IJ dW JOLST
1
ENGINEERS NORTHWEST, INC. P.S.
TO: f't
ATTN: OOr"
K o±
7eav
ROBERT C. RAICHLE, JR.
6869 WOODLAWN AVENUE N. E., SUITE #205, SEATTLE, WASHINGTON 9811.5
)AX: (206)522 -6695 EMAIL: bob r@cnwicattle.corn
07/. r. yc, 13:59 FAX ( MULVANNY ARCHITECTS ( BARCLAY DEAN Z] 003 •
FAX TRANSMISSION
COVER SREET
DATE: _ 7•Zd'�e
PROJECT # 1970 3.1_
NUMBER OF PAGES 2. (COVER SHEET INCL.UDED) — ORIGINAL (S) TO FOLLOW: YES NO
IF YOU DID NOT RECEIVE ALL PAGES INDICATED ABOVE, PLEASE CALL (206)525 -7560
5T.
1• S R
\*/
07/21 -.9c) 13:59 FAX
•
c• ....--
J
ic
fot/MIli' ROOM
••• • •••••••
••
E'.-; I/2"
■04
II •114006114.11
1=4
V •
1'
:11EXPST.
1-.101-1EN'S
lb -1
NEH NP(
TA m PO , •
• • • •
EXIST. EIAErr
GHANOINO STATION
•
- EXIST, PAPER
TOHEL. OISP.
(2)
•••••••••••••••
2Fv./4/"'
f..)05r
MULVANNY ARCHITECTS !kliCLAY DEAN al 004
07/20/90 0903
-• HATC.1-1 EXIST.
frcom OF
AMBULATORY
STALL.
1 / 2 " 4 - 7/1>
2— Pou c-e
ru a#
atur)
EMPLOYEE 1-0t/NcSE.
r
1
I awi-icxda
kJ
TX/RX 4O.3362
6/e
I '-.5" VERI
745!)" GLEN:ZANG(
C•ARRIER
P.003
Location
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
TUKWILA, WA. 98188
Applicant Nome T.E. INC.
Applicant Address: 14900 INTERURBAN AVE. SO. #203, TUKWILA, WA.
Applicant Phone 206- 241 -2012
RECEIVFn
CITY OF TUKWILA
Project Description
C New Building fl Addition Q Alteration
0.8
Compliance Option
on plans)
N/A
(See Oucnlifrcation Checklist (over) Indicate Prescriptive & LPA spoces clearly
Alteration Exception
(check appropriate box)
No changes are oeing mode to the lighting
❑ Less than 607, of the fixture are new and instolled wattage is not being increased
Bldg. (by facade)
0,25 W /ft
APR 1 ; 199C
Project Info
Project Address
COSTCO — TUKWILA
DATE
4/2/98
1160 SAXON DR.
For Building Deportment use
TUKWILA, WA. 98188
Applicant Nome T.E. INC.
Applicant Address: 14900 INTERURBAN AVE. SO. #203, TUKWILA, WA.
Applicant Phone 206- 241 -2012
252
Project Description
C New Building fl Addition Q Alteration
0.8
Compliance Option
on plans)
_ Precrbtive r Lighting Power Allowance 0 Systems
(See Oucnlifrcation Checklist (over) Indicate Prescriptive & LPA spoces clearly
Alteration Exception
(check appropriate box)
No changes are oeing mode to the lighting
❑ Less than 607, of the fixture are new and instolled wattage is not being increased
Location
(floor /room no)
Occupancy Description
Allowed
Watts per ft ••
Area in 2 ft
Allowed x Arco
MAIN FLOOR
A
4
63
252
MAIN FLOOR
REST ROOM
0.8
420
336
MAIN FLOOR
B2
1
25
25
Bldg. (by facade)
0,25 W /ft
Bldg. (by perim)
7.5W /ft
Note: for buiding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
• From Table 15 -1 (over) document all exception token from footnotes Total Allowed Watts
336
Location
(floor /room no)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
MAIN FLOOR
A
4
63
252
MAIN FLOOR
B
1
34
34
MAIN FLOOR
B2
1
25
25
Bldg. (by facade)
0,25 W /ft
Bldg. (by perim)
7.5W /ft
Note: for buiding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
Toto Proposed Watts moy not exceed Total Allowed Watts for Interior Total Proposed Watts
311
Location
Description
Allowed Watts
per 11 or per If
Area in ft 2
(or If for perimeter;
Allowed x Area
x ft (or x 11)
Covered Porking
0.2 W /1t 2
Open Parking
N/A
0.2 W /ft 2
Outdoor Areas
0.2 W /tt 2
Bldg. (by facade)
0,25 W /ft
Bldg. (by perim)
7.5W /ft
Note: for buiding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
1994 Washington State Nonresidential Energy Code Compliance Forms
1994 Washin ton State Nonresidential Ener Code Com•liance Forms
•
Lighting Summary
•
LTG -SUM
April 1994
Maximum Allowed Light ng Wattage (Interior)
N roposea Lighting Wattage (Interior
May not exceed Total Allowed Watts for Interior)
Maximum Allowed Lighting Wattage (Exterior)
Proposed Lighting Wattage (Exterior)
(May not exceed Total Allowed Watts for Exterior
Total Proposed Watts moy not exceed Total Allowed Watts for Exterior Total Proposed Watts
qe 0( 25
?H 866; 9b:g9 :EI b0 AV is Si a6[ eM \uotnenouad woo4sed - em - et - oalso0 - zz0 -86 \620 - 020 \866I0
Project Info
Project Address
COSTCO — TUKWILA
DATE
4/2/98
1160 SAXON DR.
For Building Deportment Use
TUKWILA, WA. 98188
Applicant Nome T.E. INC.
Applicant Address: 14900 INTERURBAN AVE. SO. #203, TUKWILA, WA.
Applicant Phone 206- 241 -2012
252
Project Description
❑ New Building C Addition M Alteration
0.8
420
Compliance Option
❑ Precrbtive 2 Lighting Power Allowance ❑ Systems
(See Ouanlificotion Checklist (over) Indicate Prescriptive de LPA spaces clearly on pions)
Alteration Exception
(check appropriate box)
E No changes are being mode to the lighting
❑ Less than 60% of the fixture ore new and installed wattage is not being increased
Location
(floor /room no)
Occupancy Description
Allowed
Watts per ft ••
Area in
Allowed x Area
MAIN FLOOR
A
4
63
252
MAIN FLOOR
REST ROOM
0.8
420
336
MAIN FLOOR
82
1
25
25
Bldg, (by facade)
0.25 W /ft
Total Proposed Watts mov not exceed Total Allowed Watts for Exterior Totol Proposed Watts
Bldg. (by perim)
7.5W/(t
Note: for buiding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
•• From Toble 15 -1 (over) document all exception token from footnotes Totol Allowed Watts
336
Location
(floor /room no)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
MAIN FLOOR
A
4
63
252
MAIN FLOOR
B
1
34
34
MAIN FLOOR
82
1
25
25
Bldg, (by facade)
0.25 W /ft
Total Proposed Watts mov not exceed Total Allowed Watts for Exterior Totol Proposed Watts
Bldg. (by perim)
7.5W/(t
Note: for buiding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
311
Location
Description
Allowed Watts
per ft 2 or per If
Area in ft 2
(or If for perimeter;
Allowed x Areo
x ft (or x If)
Covered Parking
0.2 W /ft 2
Open Parking
N/A
0.2 W /ft 2
RECEIVED
OF TUKWILA
Outdoor Areas
N/A
0.2 W/ft 2
CITY
Bldg, (by facade)
0.25 W /ft
Total Proposed Watts mov not exceed Total Allowed Watts for Exterior Totol Proposed Watts
Bldg. (by perim)
7.5W/(t
Note: for buiding exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
Location
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
RECEIVED
OF TUKWILA
N/A
CITY
APR 1 5 1998
Total Proposed Watts mov not exceed Total Allowed Watts for Exterior Totol Proposed Watts
1994 Washin ton State Nonresidential Ener Code Com•liance Forms
•
Lighting Summary
•
LTG -SUM
1994 Washington State Nonresidential [nerdy Code Complmnce Forme
Maximum Allowed Lighting Wattage (Interior)
Proposed Lighting Wattage (Interior)
Maximum Allowed Lighting Wattage (Exterior)
Proposed Lighting Wattage (Exterior)
(May not exceed Total Allowed Watts for Interior)
(May not exceed Total Allowed Watts for Exterior)
PERMIT CENTER
Aoril 1994
'W 866E 9b :59 :El fro udy aeS Shl l §t eM\uotlenouad woo. sa8 - em - eUM)nl - oolsoa - 220 -86 \620 -020 \866; \ :)I
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtubs and/or shower
4
2
/
Dental units or lavatory
1
1
/
Dishwasher
4
2
/
Drinking fountain (each head)
1
1
/
Hose bibb or sill cock
5
3
/
Laundry tub or clotheswasher
4
2
Sink, bar or lavatory
2
1
Sink, clinic, flushing
10
10
/
Sink, kitchen
4
2
/
Sink, other
4
2
/
Sink wash, circle spray
4
4
/
Urinal, flush tank
3
3
/
Urinal, pedestal
10
10
/
Urinal, wall or stall
5
5
/
Water closet tank
5
3
Water closet, flush valve
10
6
(To be completed for all new sewer connections, reconnections or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections.)
Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage
facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King
County Council but Is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period
of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The
charge Is collected semi - annually. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740.
(Please print or type) P Ol & E t€ m or Shy >5 TrUStee,S o t - - 9bc.3 - o r
Owner's Name ° c +112 Pdul E tehnnr 5.6.4e 19%5 3 S2 309-'7 03
Property Legal Address: (Last, First. Middle Initial) T rU 5t
KING COUNTY
Subdivision Name Lot #
Subdiv. # Block #
Property Street 1 I 6 O S >y on a rlVe
Address
City, State, Zip -rOK' i 12% / WA 9 1 Vg
Owner's Phone Number ( ) " or Property Contact Phone # ( 10 )
Owner's Mailing Address: (if different from above) , I City or Sewer District
/d P- Ober#'i /A' M (I 1 er Date of Connection
CorNc °rep C l- Dryy rA 1&d. Sujte I$0 Side Sewer Permit#
I feASWt C/N 9L-t'/
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture
Total Fixture Units
Residential Customer Equivalents (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units
= ,or'Ktng:Cqunty use:
ccount
1058 (Rev, 11/98)
20
Non - Residential Sewer Use Certification
0*
RCE
White - King County
Property Tax ID #
Building Name (if applicable) `�'
Party to be Billed (if different from owner) ±C ° "`t
Party's Mailing Address: t dciifferent from property address)
CoStCo oPc, P. Co Y - otr�Ct
e at
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility /Process:
Estimated Wastewater Discharge:
Gallons /day
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gaVday)
C. Total Residential Customer Equivalents:
(add A & B)
A
B
,Dv t2 S' H•i3
187
Signaturgof Owner/
Representative
RCE
Date
Yellow - Local Sewer Agency Pink - Sewer Customer
I certify that the information given is correct. 1 understand
that the capacity charge levied will be based on this
information and any deviation will require resubmission of
corrected data for determination of a revised capacity
charge.
RCE
Print Name of Owner/ A't'o P. IA t
(representative
44,4) vikNr/y PRP-TN eTC:
May 18, 1998
Cynthia Little
Barclay Dean Construction Services
4623 - 7th Avenue S
Seattle, WA 98108
Dear Ms. Little:
SUBJECT: CORRECTION LETTER #1
Development Permit Application Number D98 -0125
Costco Wholesale
1160 Saxon Avenue
This letter is to inform you of corrections that must be addressed before your application for
development permit can be approved. All correction requests from each department must be
addressed at the same time and reflected on your drawings. I have enclosed review comments
from the Building Division. At this time the Fire Department, Planning Department and Public
Works Division have no comments regarding your application for permit.
The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate
revision block.
In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I
have enclosed one for your convenience. Corrections /revisions must be made in person and will
not be accepted through the mail or by a messenger service.
If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431
3671.
Sincerely,
11.e%.d4_
Brenda Holt
Permit Technician
Enclosures
File: D98 -0125
City of Tukwila John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
BUILDING DIVISION REVIEW
DATE: April 27, 1998
PROJECT NAME: Costco restroom renovation
APPLICATION NO: D98 -0125
PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 -3670
In general the restroom renovation appears to provide compliance with the
Washington State Amended U.B.C. However, the scope of work requires that the
existing restroom entry vestibule must also provide full Barrier -free maneuvering
clearance complying with State U.B.C. Section 1106.10.3. Please provide revised
construction plan details to accommodate the Barrier -free requirements or provide
documentation showing the vestibule currently complies.
No further comments at this time.
(........... .,..,..:,,.—
DATE: April 27, 1998
PROJECT NAME: Costco restroom renovation
APPLICATION NO: D98 -0125
No further comments at this time.
BUILDING DIVISION REVIEW
PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 - 3670
In general the restroom renovation appears to provide compliance with the
Washington State Amended U.B.C. However, the scope of work requires that the
existing restroom entry vestibule must also provide full Barrier -free maneuvering
clearance complying with State U.B.C. Section 1106.10.3. Please provide revised
construction plan details to accommodate the Barrier -free requirements or provide
documentation showing the vestibule currently complies.
April 7, 1998
Mulvanny Partnership Architects, P.S.
11820 Northup Way, Suite E300
Bellevue, WA 98005
City q Tukwila John W. Rants, Mayor
Departm.eiit of Community Development Steve Lancaster, Director
TRANSMITTED VIA FAX
(425)822 -4129
ATTN: Ato
RE: Permit Fee Estimate
Dear Ato:
Per your request, the following are the fees associated a tenant improvement with a valuation of $35,000.00.
Building Permit Fee $ 439.75
Plan Review Fee $ 285.84
State Building Surcharge $ 4.50
Total $ 730.09
The plan review fee is due at the time of permit application. If you should have any questions, please feel
free to contact me at (206)431 -3671 or Kelcie Peterson at (206)431 -3672.
Sincerely,
r .
Brenda Holt
Permit Technician
6300 Southcenter Boulevard, Suite #100 " Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665
ACTIVITY NUMBER: D98 -0125 DATE: 6 -2 -98
PROJECT NAME: COSTCO WHOLESALE
Original Plan Submittal Response to Incomplete Letter
XX Response to Correction Letter # 1 Revision After Permit Is Issued
DEPARTMENTS:
Buil�tfii o
Public Works
Complete
TUES /THURS ROUTING:
Approved
\PR•ROUTE.DOC
6/98
PLAN�EW /lU SLIP
Fire Prevention
Structural
Routed by Staff (if routed by staff, make copy to master file and enter into Sierra)
Approved Approved with Conditions ❑
n
Planning Division
Permit Coordinator •
DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 6 -4 -98
Incomplete Not Applicable
Please Route No further Review Required
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 - 98
Comments:
REVIEWERS INITIALS: DATE:
Approved with Conditions ❑ Not Approved (attach comments) El
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE.
ACTIVITY NUMBER:
PROJECT NAME:
DEPARTMENT:
k J ing Division .�
a -��44, _
Public Works
1J3 - -
PLAN REV toot BLIP
REVIEWERS INIT ALS:
D98 -0125
COSTCO WHOLESALE
Fire g Stru
DATE: 4 -15 -98
Planning Division n
il - i,-'i&
n Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -16 -98
Complete Incomplete _ Not Applicable n
Comments:
TUES /THURS ROUTING: Please Route n
Routed by Staff (if routed by staff, make copy to master file and enter into Sierra)
REVIEWERS INITIALS:
CORRECTION DETERMINATION:
Approved n Approved with Conditions E
REVIEWERS INITIALS.
No further Review Required
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -30 -98
C
DATE:
Approved n Approved with Conditions El Not Approved (attach comments)
Covru m .01 (j aft/ piu/vI s• /8 -Pa A
DATE:
DUE DATE.
Not Approved (attach comments) E
DATE:
\PR•ROUTE.DOC
1/98
DATE:
527
REVISION SUMMARY:
Bldg.
CITY OF TUKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
REVISION SUBMITTAL
PLAN CHECK/PERMIT N BER: 391g 0 / 2 L
s( fzf
PROJECT NAME:
PROJECT ADDRESS:
CONTACT PERSON: Q- PHONE: I
t( (c) SI T N TV-1 ,. ( �� � c-f / wA- 9g1
V\A .l r ` .
IN
c-- A v ST (Q 1. wl 1�fi
SHEET NUMBER(S) -1.0 -7- / Y` ( E ` ■
"Cloud" or highlight all areas of revisions and date revisions.
SUBMITTED TO:
CITY USE ONLY
Planning
,r
3/19/96
,:-,.,,..
REVISION SUBMITTAL
DATE:
CONTACT PERSON:
REVISION SUMMARY:
Bldg
CITY OF TUKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
\2."7
I��
PLAN CHECK/PERMIT NyMBER: 1 9 C ' ("2- L
CST C:4) Pt I St ° `' .
PROJECT NAME:
PROJECT ADDRESS: b m SA ) N 714 `i � v �� I � - �'`�/{- 9E/5
e L l T T LE PHONE: IC
Planning
f1 ".5 T I L (� �( Uri )
Fire
SHEET NUMBER(S) ( / Y1 (
"Cloud" or highlight all areas of revisions and date revisions.
Public Works
—o
If
SUBMITTED TO:
CITY USE ONLY
Fire Department Review
Control #D98 -0125
(512)
Re: Costco Wholesale - 1160 Saxon Drive
Dear Sir:
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
April 22, 1998
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort. Exit
doors shall not be locked, chained, bolted, barred, latched
or otherwise rendered unusable. All locking devices shall
be of an approved type. (UFC 1207.3)
Dead bolts are not allowed on auxiliary exit doors
unless the dead bolt is automatically retracted when
the door handle is engaged from inside the tenant
space.
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 1207.1- 1212.8)
2. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
John W Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439
Yours truly,
City of Tukwila
Fire Department
Page number 2
The Tukwila Fire Prevention Bureau
cc: TFD fle
ncd
work shall commence without approved drawings. (City
Ordinance #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
3. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
John W. Rants, Mayor
Thomas P. Keefe, Fire Chlef
4. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings shall be maintained as
specified in the Building Code and Fire Code and shall be
properly repaired, restored or replaced when damaged,
altered, breached, penetrated, removed or improperly
installed. (UFC 701)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .57.5-4439
I:(5.O52• )(K) (PM
t— Detach And Display Ccrtificatt
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
• . - REGISTRATION NUMBER
CCO1' :BARCLDA101Bw10 /01/1998
EFFECTIVE -DATE _ :: 01/16/1990
BARCLAY DEAN ARCH PRODUCTS INC
4623 7TH AVE S
SEATTLE WA 98108 -1719
„,
PARCEL A.
That pall. of Govern.. Lot I of Sect., 35 and Goverment Lot 1 of Section . and Goverment Lot 8
of section 25 and that parGon of the souheast ginner of the southeast quarter of Beaten 2B all n Town.ip
23 North, Runge 4 Font, W 1., h Khg Comfy, Yhshhgton described as follows:
BGgtnNg at the northeast carve of said Goverment Let I of Section 35;
thence south 07l9'OI' west .lag the east the of 6overme t Lot I of said Section 55 a distance of 8238
feet to the true poht of begkning
thence north 8870821° west o dstane of 16724 Feet;
thence north 0175139' east a distance of 8335 feet;
thence north 01747'29° east a aster., of 51560 feet;
thence alon g a curve to having a rotas of 30000 feet,
ma dateroe of 99.43 feet !Mau f a central angle of 1875926 °;
thence south 8871231' east o asthma of 12322 feet;
there. south 0174729° west a dist.. of 47167 feet to the west me gin of the Janes CMStensen Road;
thence sari 30724 west along sold west margin a distance of 6008 feet;
0
thence south 732'21' rant along said west margin a distance of 174 .08 feet; -
tune north 88708 west a distal. of 52622 feet to the trio point of teglmtrg.
TOGETHER WITH a permanent ad Mevoable none- Seclusive easement over the following awaked 30
foot strip of lad, tormenting at the east lie of Andover Perk East, proceeding easterly to the east Ilno of
the yrattee's (Patel A) property, said 30 foot strip of lad is described as f auaw:
That poHloni of the southeast quarter of the southeast quarter of Section 26 and Goverment Lot B of Section
25 GII in Taw,°hip 23 North, Rage 4 East, NM., In the City W Tukwila, King GoL.ty, Washington,
dexrbed . follow:
Beginning at the southeast comer of sold southeast quarter of the southeast quarter of Section 26;
thence north 87744'08° west along the south lie W sod southeast quarter of the southeast quarter of Section
26 a distance of 166.45 feet;
there Rath 01741'29° east a dsta.e of 51560 feet;
theme along a cove to the right having a radius of 300.00 feet,
me distal. of 99,43 feet th jn a central angle of 1875926° to dw the point of begrn'vlg;
thence north 8871231• west a distance of 257.91 feet to the easterly margin of Andover Park Fast;
thence along said easterly margin along a cove to the right
the center of which boors south 1172901° east having a radus of 270.00 feet, m me distal. of 2035 feet to
a point w reverse cove;
thence along a cove to the left laving a roews of 330.00 feet,. me distance of 1146 feet;
thence south 8871231 east a distance of 97063 feet;
thence south 0174 west a dsthce of 3000 feet to the northeast caner of the drove descr ed parcel;
thence north 8871231" west slag the north Ike of the drove descrbed parcel a aster.. of 12322 Fee[ to
the true point of beginning.
01215
ABBREVIATIONS
LEGAL DESCRIPTION
AGO.. ACOUSTICAL EX, EXHAUST MTL. METAL
ADJ ADJUSTABLE, ADJACENT EXIST EXISTING F. MANFACTURNNS
AUJe ALLMINM EX, E8 MFR. MANFACTRER
A.P. ANODIZED EXT. EXTpp.IOR M.H. .NI HOLE
APPROX. APPROXIMATE Fi, FLOOR DRAIN MIN MINIMUM
BD. BOARD FDN. FOUNDATION MI.. MISCELLANEOUS
BLDG. BUILDING Fp FACTORY FINISH MO. MASONRY OPENING
p , ..00R FH5 FLAT HEAD SCREW MR. MOISTURE RESISTANT
ELK'O. BLOCK. FL. FLOOR MULL. MILLION
BM. BEAM F.1.0. FURNISHED N INSTALLED MTp. MOUNTED
BOT. BOTTOM BY om R MT6. MOIMTING
.4. BETWEEN F.RPP. FIBER REINFORCED PLASTIC NI.G. NOT IN CONTRACT
CB CATCH BASIN PAREIS) NOM. NOMINAL
G.I. CAST IRON FIG. FOOTING N.T.S. NOT TO SCALE
C.IP. CAST IN PLACE GA. GAUGE OA. OVERALL
LE .XTHR LINE, CLEAR, GALV. GALVANIZED O. ON CENTER
CLG. CEILING Gt. GALVANIZED IRON OH. OVERf¢AD
CMU CONCRETE MASONRY GLP GYPSUM LATH t PLASTER OP'G. OPENING
UNIT .65 GYPSUM WALLBOARD, OFP. OPPOSITE
COL COLUMN • 6YPS61 BOARD PTN. PARTITION
CONC, CONCRETE HB. HOSE BIBS PE., PERPENDICULAR
CONT. CONTINUOUS HC. HANDICAPPED PL. PLATE, PRCpERN LINE
CONSTR. COYaTRI.ITION H.M. HOLLOW METAL PLASLAM. PLASTIC LAMINATE
CONTR. CONTRACTOR HORI2. HORIZONTAL PLYWO. PLYWOOD
C.T. CERAMIC TILE HT. HEIGHT PLB6. PLUNGING
D. DOUBLE HTR WATER P.-. PANEL, PANELING
DTL. DETAIL 1..... INSULATION PR. PAIR
PP. DRINKING FOUNTAIN .RJJTS. JOINT,JOINTS PRO',L PROJECT
D.S. DOWNSPOUT L. LOG LENGTH PRV PRESSURE RED..
pp„.8. DRAWING LAM. LAM.TE, LAMINATED VALVE
EA EACH LF, LINEAR FOOT, LINEAL FOOT Pr. POINT
E.F.S. EXTERIOR FINISH SYSTEM LIO. LIQUID QT. MARRY TILE
E.I.FS. EXTERIOR INSULATION it LThIT. LIGHT WEIGHT OAR WARIER
FINISH SYSTEM MAS. MA. RY R RADIUS
EV. ELEVATION, ELEVATOR MAX MAXIMUM RD. ROOF DRAIN
ELECTRICAL Mf35. FETAL BUILDING DAffiLIER RI. RAN LEADER
ENCL0.RE MECH, MECHANICAL RECD. RECEIVED
WU, ME.. MEZZANINE REF. REPRIGERATOR
RENF. REINFORCING
REOD.
R0.
S.C.
SHT.
SIM.
SI O.
50.1 C
GD.
SO.
SST
STD.
STL.
STRUCT.
SYS.
TL.
TEL.
TEMP.
7t!
Te6.
TYP
LAIL
U13.G
VL.T.
VERT.
W/O
WDW.
WR
WYNM.
YD.
PARCEL B:
That portion of Government Lot I In Section 35, Township 23 North, Rage 4 East, W.M., in the
City of Tukwila, King Co:mbr Washington, desert.. as f ollows:
3.91ni, of the northeast tamer of said Government Lot I of Section 35;
thence south 0171901' hest along the east hx of said Goverment Lot I a dbtmce of 825;5 feet;
thence north 8870821' west a dlstmce of 16124 feet to the true point of beglming;
thence continuing north 88708'21' west a distance of 25300 feet to the east Ilne of Andover Pork
East;
thence north 0175139' east along said east lire a distance of 4800 feet;
thence south 88708'21" east a distal. of 253.00 feet to the west the of Parcel 'A';
thane south 0175139' west along sold weSt the a distance of 48.00 Peet to the true point of
beginning.
PARCEL G
That portion of Goverment Lot I, N Section 35, Township 23 North, Range 4 East, KM., In Khg
Canty, Washigton, desafxd as follow:
Beghnig at the northeast comer of said Government Lot I,
thence north .7744'OV west along the north the thereof 166.45 feet to the centerline of CM.ST. P
P RR Rat easement;
thence south 85139' west along sae centerline 8355 feet;
thence north 8870821' west 253.00 feet to the true point of t ginning of this description;
thence south 88708 east 226.00 feet;
thence south 8672516' west 211.. feet
thence south 67743, west 25 feet to a point from which the true point of begknhg boas north
1751' 34' east;
thence north 175139' east to the true point of begNnme.
REM.
ROUGH OPENING
SC.16321.
SOLID GORE
SHEET
SIMILAR
WEAL!. t INSTALLED BY OWNER
REPLIED BY OWNER
INSTALLED BY CONTRACTOR
SPECIFIED
SQUARE
SERVICE SINK, SANITARY SENER
STAINLESS STEEL
STANDARD
STEEL
STRUCTRE, STRUCTURAL
SUSP5DED
SYSTEM
TREAD, TOP
TOP t BOTTOM
TELEPHONE
TEMPERED
TONeUE t GROOVE
TEMPERED GLASS
TYPICAL
UTILITY
UNIFORM BUILDING CODE
VINYL COMPOSITION TILE
VERTICAL
WITH
WNTHOUT
WINDOW
WATERPROOF
WATER RESISTANT
WEIGHT
WELDED HIRE M EN-I
NEEDED YORE FABRIC
YARD DRAIN
LEGEND OF SYMBOLS
NORTH ARROW
DOOR MARK
-- oorn
14 WI NDOW MARK
xEn AI
I_ n D xT IF ICnrlox 12 SCREEN /LOUVER
MARK
Elk
ERE
ROOM MARK
WALL EC ION
F
I 718 -w--ROOM xueER
BUILD iNG SECTION
T DRAM
EEV V. I ON
SHEET WERE DRAW„
�WICNLESI4LE
1160 SAXON DRIVE
TUKWILA, WA
COLUMN GRID
VICINITY MAP
T5 -I
A -2.1
M -I
E -1
DRAWING INDEX
DIMENSION
Lw_o rAN iE w
COVER SHEET
PLANS, ELEVATIONS N
DETAILS
MECHANICAL DRAWINGS
ELECTRICAL DRAWINGS
I NCANDESCENT
LIGHT FIXTURES
i F CEILING MOUNTED
EH WALL 'OAT. .AVEL
G ry E GRADE ON , LAS LATH
ER
Ex I_rlrrc cRAOE • FLUORESCENT oR
0 LIGHT FIXTURESO LrWaaD
yl ® RcnD nusuurION
REVISION • suP aSr DIFFUSER
SFR I NKLER MAIN
PROPERTY LINE Z REruxx REC ISER
FENCE ® SPEAXER
FINISHED
CONTOURS Exlr sr.
050 snl,E DETECT.
• SPRn NI, ER HEAD
WK, CONTROL 00 EXISTING
OR OR DATUM P01 NT r. CONTOURS UAT.LER wEen
SW 27th St
SW 34th St
GIOSTpx BOARD
PROJECT DIRECTORY
OWNER:
ARCHITECT:
MECHANICAL/
ELECTRICAL
ENGINEER
COSTGO WHOLESALE
999 LAKE DRIVE
ISSAQUAH WA 90027
(425) 313 -8100
MULVANNY PARTNERSHIP
11020 NORTHROP WAY, E -300
BELLEVUE, WA 98005
(425)822 -0444
T.E.ING
14900 INTERURBAN AVE 5.
TUKWILA, WA HOAR
(200)241 -2012
GENERAL NOTES
I. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE
LOCAL, CITY AND FEDERAL CODES, STANDARDS AND ORDINANCES.
2. GENERAL CONTRACTOR SHALL VISIT THE SITE TO FULLY INFORM
HIM OF EXISTING CONDITIONS, LIMITATIONS AND CODE
REQUIREMENTS THAT WILL AFFECT THE SCOPE OF MORK PER THE
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 TO BE
NOTIFIED IN WRITING OF ANY DISCREPANCIES TO THE PLANS PRIOR
TO CONSTRUCTION.
3. GENERAL CONTRACTOR 15 RESPONSIBLE FOR LOCATING AND
CONFIRMING EXISTING UTILITIES, CONDUITS, ETC., BELOW GRADE AND
UNDER THE CONCRETE SLAB WHERE SAW CUTTING OR EXCAVATING
WILL OCCUR.
4. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED DIMENSIONS. LARGE SCALE PLANS
SHALL TAKE PRECEDENCE OVER SMALL SCALE PLANS.
5. GENERAL CONTRACTOR 15 TO SUBMIT A CONSTRUCTION
SCHEDULE AND PHASING PLANS TO THE ARCHITECT WITH HIS BID.
b. GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATING
ALL INSPECTIONS BY ALL GOVERNING AGENCIES AND
CONSULTANTS.
1. PORTABLE FIRE EXTINGUISHERS TO BE INSTALLED AS REQUIRED
PER CODE.
0. NO SUBSTITUTIONS WILL BE ACCEPTED FOR ITEMS NOTED AS
SUCH IN THE SPECIFICATIONS. GENERAL CONTRACTOR 15
RESPONSIBLE FOR ORDERING ALL MATERIALS AND EQUIPMENT IN A
TIMELY MANNER TO MEET THE CONSTRUCTION SCHEDULE UNLESS
NOTED OTHERWISE.
F. SAW CUT AND REMOVE CONCRETE SLAB. PREPARE SUBSTRATE
TO ACCEPT NEW MATERIALS AS REQUIRED. ALL MATERIALS,
FINISHES AND COLOR OF NEW MATERIALS ARE TO MATCH EXISTING
MATERIALS, FINISHES AND COLOR UNLESS NOTED OTHERWISE.
10. NO INSPECTION 15 TO BE REQUESTED UNLESS ALL WORK HAS
BEEN COMPLETED TO CONSTITUTE COMPLETION OF SAID
INSPECTION. IF THERE ARE ANY MAJOR DEFICIENCIES FROM THE
SCOPE OF WORK AT THE TIME OF SUBSTANTIAL COMPLETION
PER CONTRACT, A SECOND INSPECTION WILL BE REQUIRED AT THE
COST OF THE GENERAL CONTRACTOR.
II. CONTRACTOR TO PROVIDE FIRE SPRINKLERS PER LOCAL CODE.
12. WE HAVE DESIGNED THESI2 PLANS TO BE IN SUBSTANTIAL
CONFORMANCE 011T1.i ALL MANDATED CODES AND ORDINANCES FOR
DISABLED ACCESS.
PARKING:
• . r
FILE COPY
1 understand that the Plan Check approvals are
ui6 sines `"' eel i t 5 „ p4 t NN env
plan i dn err ReC8l9t of Con -
UBE , X c k' "' EX ns acknowledged.
:ram,,,, ,st
178
Ici
'',PAW-CI PERMIT
REQUIRED FOR'
MECHANICAL
ELECTRICAL
' LUMBING
0 GAS PIPIMG
ITI OF TI,yKWILA
mUILDING DIVOON
SCOPE OF WORK
RENOVATE EXISTING PUBLIC RESTROOMS AND UPGRADE
PLUMBING EQUIPMENT IN PUMP ROOM.
DEMOLITION NOTES
CONTRACTOR SHALL INCLUDE AND PERFORM ALL DEMOLITION WORK REQUIRED TO
ACCOMMODATE NEW WORK UNDER THIS CONTRACT.
2. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED
DURING DEMOLITION WORK AND UNTIL NEW WORK 15 IN PLACE.
3. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL CONSULTANTS'
RESPECTIVE DEMOLITION REQUIREMENTS. GENERAL CONTRACTOR TO PROVIDE
ANY ADDITIONAL GENERAL DEMOLITION WORK REQUIRED BY ARCHITECTURAL
STRUCTURAL, MECHANICAL, AND ELECTRICAL CONSULTANT WORK, BUT NOT
NECESSARILY SHOWN ON DEMOLITION PLAN.
4. UNLESS DETAILED OR SCHEDULED OTHERWISE, ALL AREAS AFFECTED BY
DEMOLITION WORK SHALL BE PATCHED AND / OR REPAIRED TO MATCH EXISTING
ADJACENT SURFACES AND FINISH. REPAIR AFFECTED AREAS AS REQUIRED TO
RECEIVE NEW WORK, ALL FILLING OF OPENINGS AND REPAIR WORK SHALL MATCH
EXISTING ADJACENT SURFACES.
5 MOERE POSSIBLE SAW - CUT SURFACES TO PROTECT AGJAGENT SURFACES NOT
SCHEDULED FOR DEMOLITION.
b. REMOVE ALL EXISTING MECHANICAL DUCTS, PLUMBING, ELECTRICAL AND ANY OTHER ITEMS
THAT ARE AFFECTED AND RENDERED OBSOLETE BY NEN MECHANICAL, PLUMBING AND
ELECTRICAL WORK. CONTRACTOR SHALL VACUUM CLEAN THE AREA PRIOR TO
INSTALLATION OF ANY NEW ITEM.
7, PROVIDE ALL REQUIRED CUTOUTS FOR MECHANICAL 4 ELECTRICAL WORK IN EXISTING
WALLS 4 ROOF STRUCTURE AS REQUIRED.
0. CONTRACTOR TO SAW CUT AS REQUIRED. PATCH 9MFACE TO MATCH EXISTING C PREPARE WBSTRATE
TO RECEIVE SPECIFIED s DRAM MATERIALS
BUILDING STATISTICS
GOVERNING CODE: 1x94 U.5.G.
CONSTRUCTION TYPE: III N
OCCUPANCY GROUP: B2 - RENTAL
ZONING: I
EXIST. BUILDING AREA
TOTAL . , , . n V F 154,000 S.F.
TOTAL PARKING
4 (5)0
571 STALLS
.. CrtyROFE U� iLq
. ,, 199
PERM? C ENTER bq oizs
Q
O
TS -1
1 1
WOMEN'S R.R. ELEV.
1/4°=1' -0" ®W.G.
TYPICAL MOUNTING HEIGHTS
N.T.5.
EXIST.
MENG RR
SEE DEMO NOTES
ON SHEET TB-I
EO
PAINT
WALLS
DEMO PLAN
1/4" =1' -0"
;1
EXIST.
PUMP ROOM
EO
EXIST.
WOMEN'S RR
EXIST.
VESTIBULE
MEN'S ROOM
I. GLEAN 6 RESEAL TILE O FLOOR d WALL
2. REPLACE AMBULATORY STALL PARTITION
3. REMOVE TILE a URINAL
4. FIX PLUMBING LEAK o URINAL WALL
5. REPLACE REMOVED TILES o URINAL WALL; CLEAN 6 RESEAL
NORTH
GERAMIG TILES o
WALLS 6 FLOORS
/ --
1 I GRAB BAR S.
- - ter I In• FROM WALL
41
DEMO
HALL
DOOR TO BE
RELOCATED
EXIST.
EMPLOYEE LOUNGE
I I I
--� MEN UNISEX WOMEN
O WOMEN'S R.R. ELEV.
2 1/4 "PI' -0" L. 8 LAV.
TOILET ROOM SIENA.
TO COMPLY WITH TITLE 24
HANDICAP REOJIREMENTS
DISPENSER/ NAPKIN/ NAPKIN/ IDENTIFICATION SYMBOLS
WASTE TAMPON TAMPON
RECEPTACLE DISPOGER DISPOSAL SIGNS TO BE IA, THICK CLEAR
ACRYLIC PLASTIC PANEL WITH
GRAPHICS APPLIED TO THE UNDERSIDE,
OVER 118• COLORED ACRYLIC
(VERIFY COLOR) ATTACHED TO DOORS
WITH "SCOTCHMDUNT DOUBLE
FACED ADHESIVE I/32• THICK TAPE
108B00CVf
EXIST.
HENS RR
EXIST.
PUMP ROOM
- ... WOMEN'S RR:. - :....
NEW NARK {W
TAMPON DISP
/ - _ -- --
`EXIST. BAB TI.32 F
- - -� CHANGING STATION TILE. PLR
MATCH. EXIST
EXIST. PAPER NEW.PAPER
TOWEL DISP. TOWEL O=GP
`(2)
RELOG
DOOR
'-OJ' 3' -0 "'.
NEW R.O.
WALL
ADD -
ExIST.
VESTIBULE
MATCH EXIST.
WIDTH OF
AMBULATORY
STALL
6 /B'
f {
O FLOOR PLAN
EXIST.
EMPLOYEE LOUNGE
NEW PAPER TOWEL
CERAMIC TILES o DISPENSER (2)
WALLS d FLOORS
TYR
NEW
LAVATORY
VERIFY
4 T /S" CLEARANG_ w/
CARRIER
LL
61 .
II -i, SAGE
O ./ WOMEN'S R.R. ELEV.
I /4"=1' -0" ® LAV.
— EXISTING PAPER TOWEL
DISPENSER (2)
EXISTING
LAVATORY
0, HANDICAPPED GRAB BAR DETAIL
;SE ,ON VEIN)
WALL LEGEND
REFLECTED
O 8 CEILING PLAN
I/4" = 1 -0"
EXISTING WALL TO REMAIN
3 5/8" MTL. STUDS o I6' o G. W/ 0N05
ONE SIDE
3 5/8" MTL. STUDS ®I6` O.G. V1/ Gre
EA. SIDE AND SOUND INSUL. BATS.
WATERPROOF ONLY TILED EWE
PROVIDE NOTE: CURB 6 FLASHING AS O. FOR PROVIDE CEILING STRUCTURE
ROOF PENETRATION. ttP. REPAIR w/ 3 -5 /5 MTL CHANNELS (20 GA)
ROOF TO MATCH EXISTING AROUND o lb' O.G. COORDINATE w/
NEW EXHAUST HOOD (COORDINATE w/ LIGHTING. (TYPICAL)
DEMO NOTES)
NORTH ,
�r•� (irnjl iYv;L�
lIt 1) (98
OI CN'
6U'lly
g EDEIVED
DITY OF Tt1KWlu`
■v -? 1998
PERMIT CENTER
4
O
O
2 Z
g
CC Q
h 0
uj Z
W
5
11
A -2.1
-J � .
- -a j
T
- � : TPD'ir
1
WOMEN'S R.R. ELEV.
1/4°=1' -0" ®W.G.
TYPICAL MOUNTING HEIGHTS
N.T.5.
EXIST.
MENG RR
SEE DEMO NOTES
ON SHEET TB-I
EO
PAINT
WALLS
DEMO PLAN
1/4" =1' -0"
;1
EXIST.
PUMP ROOM
EO
EXIST.
WOMEN'S RR
EXIST.
VESTIBULE
MEN'S ROOM
I. GLEAN 6 RESEAL TILE O FLOOR d WALL
2. REPLACE AMBULATORY STALL PARTITION
3. REMOVE TILE a URINAL
4. FIX PLUMBING LEAK o URINAL WALL
5. REPLACE REMOVED TILES o URINAL WALL; CLEAN 6 RESEAL
NORTH
GERAMIG TILES o
WALLS 6 FLOORS
/ --
1 I GRAB BAR S.
- - ter I In• FROM WALL
41
DEMO
HALL
DOOR TO BE
RELOCATED
EXIST.
EMPLOYEE LOUNGE
I I I
--� MEN UNISEX WOMEN
O WOMEN'S R.R. ELEV.
2 1/4 "PI' -0" L. 8 LAV.
TOILET ROOM SIENA.
TO COMPLY WITH TITLE 24
HANDICAP REOJIREMENTS
DISPENSER/ NAPKIN/ NAPKIN/ IDENTIFICATION SYMBOLS
WASTE TAMPON TAMPON
RECEPTACLE DISPOGER DISPOSAL SIGNS TO BE IA, THICK CLEAR
ACRYLIC PLASTIC PANEL WITH
GRAPHICS APPLIED TO THE UNDERSIDE,
OVER 118• COLORED ACRYLIC
(VERIFY COLOR) ATTACHED TO DOORS
WITH "SCOTCHMDUNT DOUBLE
FACED ADHESIVE I/32• THICK TAPE
108B00CVf
EXIST.
HENS RR
EXIST.
PUMP ROOM
- ... WOMEN'S RR:. - :....
NEW NARK {W
TAMPON DISP
/ - _ -- --
`EXIST. BAB TI.32 F
- - -� CHANGING STATION TILE. PLR
MATCH. EXIST
EXIST. PAPER NEW.PAPER
TOWEL DISP. TOWEL O=GP
`(2)
RELOG
DOOR
'-OJ' 3' -0 "'.
NEW R.O.
WALL
ADD -
ExIST.
VESTIBULE
MATCH EXIST.
WIDTH OF
AMBULATORY
STALL
6 /B'
f {
O FLOOR PLAN
EXIST.
EMPLOYEE LOUNGE
NEW PAPER TOWEL
CERAMIC TILES o DISPENSER (2)
WALLS d FLOORS
TYR
NEW
LAVATORY
VERIFY
4 T /S" CLEARANG_ w/
CARRIER
LL
61 .
II -i, SAGE
O ./ WOMEN'S R.R. ELEV.
I /4"=1' -0" ® LAV.
— EXISTING PAPER TOWEL
DISPENSER (2)
EXISTING
LAVATORY
0, HANDICAPPED GRAB BAR DETAIL
;SE ,ON VEIN)
WALL LEGEND
REFLECTED
O 8 CEILING PLAN
I/4" = 1 -0"
EXISTING WALL TO REMAIN
3 5/8" MTL. STUDS o I6' o G. W/ 0N05
ONE SIDE
3 5/8" MTL. STUDS ®I6` O.G. V1/ Gre
EA. SIDE AND SOUND INSUL. BATS.
WATERPROOF ONLY TILED EWE
PROVIDE NOTE: CURB 6 FLASHING AS O. FOR PROVIDE CEILING STRUCTURE
ROOF PENETRATION. ttP. REPAIR w/ 3 -5 /5 MTL CHANNELS (20 GA)
ROOF TO MATCH EXISTING AROUND o lb' O.G. COORDINATE w/
NEW EXHAUST HOOD (COORDINATE w/ LIGHTING. (TYPICAL)
DEMO NOTES)
NORTH ,
�r•� (irnjl iYv;L�
lIt 1) (98
OI CN'
6U'lly
g EDEIVED
DITY OF Tt1KWlu`
■v -? 1998
PERMIT CENTER
4
O
O
2 Z
g
CC Q
h 0
uj Z
W
5
11
A -2.1