HomeMy WebLinkAboutPermit D99-0287 - Group Health Cooperative - Pharmacy Window12400 E. Marginal
Way So.
Group Health
Cooperative
City of Tukwila
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Contractor License No:
Permit Center Authorized Signature:
Print Name:_
Signature: �/� " 1 Date:
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No: 734060 -0480 Permit No: D99 -0287
Address: 12400 EAST MARGINAL WY S Status: ISSUED
Suite No: Issued: 09/15/1999
Location: Expires: 03/13/2000
Category: AOFF
Type: DEVPERM
Zoning: MIC /L
Const Type: Occupancy: OFFICE
Gas /Elec.: UBC: 1997
Units: 001 Fire Protection: SPRINKLERED /AFA
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: 125 Sewer: VAL VUE
Wetlands: Slopes: Y Streams:
OCCUPANT GROUP HEALTH COOPERATIVE Phone:
12400 EAST MARGINAL WY S, TUKWILA, WA 98188
OWNER GROUP HEALTH COOPERATIVE Phone: (206)448 -4699
JIM DOUMA PROPERTY MGMT, 521 WALL ST, SEATTLE WA 98121
CONTACT ALEX CLARK Phone: 206 - 682 -5000
1904 3RD AV, SUITE 500, SEATTLE, WA 98101
***************************************************** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * **
Permit Description:
INSTALLATION OF A PHARMACY WINDOW WITH ROLLING
SHUTTER IN EXISTING WALL.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 5,000.00
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* * * *k * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 188.06
***************************************************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * **
2 DiLa-- Da t e
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 work. I a authorized to sign for and obtain this
development perm t. � 9 //97
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.
CIF TUK•.WILA
?d'.ifes5 12400 :EA.+1. ; MAP.t. il4iL .WY F.'e'r'm;t• idc..: • `1i99 -023
trit
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PERK i nr'uiied: .08/12/1999
F '061 734060 04 30 y 5u .1 13�a ,1 r11 999
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;ay.dl :i'a D'1e at theu. Sit : or`ior` to the tat`.fi :'o; any :'con -
.t r'uctiorl, Tlte e? zs.f t mai rltci`ined'en.i ' ii`1a11
at► ie iarlr i final tit ue t ion "alti►�i o'ia i r, `r anted
. Elea f. 1 a 1 .-, m i ts•.<sha i I ne ' � t rreci thi c;il+ 1):': ?the 'WaSh;i nar +?n
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>tate C r 9 . i : 0 t n ` o-r •;LAb'o'r • and Irldu t►. "is and all Feet. i:ca
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�r 1:umb :i & - tier m1 „t:, sha i:1' be o:b tllr vii��lr the Seert Ic -
r+:: i• yriq.
i�urlt fer+artnierlt Pub:l. iv�'Hea.ith.. Piumt� rr 1.1 1
Iris0ect:ed;bv the dina °al i..uti papi
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t he f c'1 •CV'• rlf 1 of w I i a.
i l'+ on: t'.r`.ilt.tlon to, b.e �ione i confo wi oDr utied
,o I an ' and. reciu 1 r-emen t tiY the `Url.i form ".Eu i 1 d i rl+3 Code 1 a
'Ed It•;i+ar3i c'd. Uliif,Or ^m .11&01i' in e t.1 997 Ed
and Wa 'Stage' L de' t l�,g,;� .Etii . ion:r
. ,yi/:i1ltiiL1 07 i;`t'r - m.1t. The F`5 n e of a permit o aoruo.val `,o
p 1;v�r1.. :.Dl?4i? an�i ''4 ".+.mottct1:n :i. not 't'e con -
A
str`ti d'
•to br'. 'a • u��`t'm,i t roY'', V or:..afl taDDrC0i.a.1._01 . a rly V e, t. on
0t ;.eltr tiv.. the'r+rovt S of or "of.: 4 ?ri.tt
other or d•i nanc:e of the i ur i sd t ct. i on'... ,1•bC► oertii•i t r+resum -i no , to
ui ul�.hcr�i`t�r' rcf vioiate: or cancel.. the •Lr'oviS iosls +at :riti_,:
code s;he i :); be v a i id
Project Name/Tenant: 0/4400n D�1 fir' l �l aA
Value of Construction:
Site Address: City State /Zip:
/24Cy..v. fA9fr
Ta xr r �rpf� f _Tr, lJ��l
Property O ner: J
(7 )t) rAi (
-h _._
Phone: 23 SS
2e* ./S ..
Street Ad ress
��f wilt., ��
City State /Zip:
/� ���dl
Fax #:
Vp r ZI/70
Contractor: D �� y . �_
�J = /Stf�c�
(
Phone?
Street Address:
City State /Zip:
Fax #:
Architect:,
� p I /� - ( 7,e
Address: �� _I� ?�
Phone:
Phone:
i06 6 52- sbo0
Street It /Zip:
o� 3�� ,� �/� �o („‘14.7/1/14. �A, �� /6�
Fax #:
206 ('2 / - 771
/
Engineer: /VA
Street Address: City State /Zip:
Fax #:
Contact Person:
// ^ �
Phone:
Phone: 6o 2 - 5 ,00
Street Address. �ric'
City State /Zip:
Fax # :_ 6 2/ - 7 7 `7
Description of work to be done:
_
APb1 Lion) 4 / (.2� �n1!xX,J c,Jt �Z ,(✓ 5 IA 1 SC"rnj /T (�t��141...
Existing use: CI Retail ❑ Restaurant C:1 Multi-family CI Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotelffice
❑ School /College /University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 7Office 0 Warehouse ❑Hospital
fl Church ❑ Manufacturing ❑ Motel /Hotel
❑ School /College /University ❑ Other
Will there be a change of use? ❑ yes 0 no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ja no
Existing fire protection features: (,sprinklers ,'automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: . 770/ C.) existing
Area of Construction: (sq. ft.) l-2 S F
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes j no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Dale app ....lion
aptedo
Date apZlrl gplre -
Appllcat
to
by: (initials)
CITY OF TUKV4" A
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
CTPERMIT.DOC 1/29/97
Project : Nti lib'"s
T AI.
Permlt.Number:•
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.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE.FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
El Water Meter /Permanent # Size(s):
❑ Water Meter Temp It 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.
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OWNER O
AU711~f0'IZr i
Signature:
//
/
Date: �j t ,.
f Z
7 '
Print name: / ,
.-
C (.42
Plionei
Fax
Address fi
A.
, I�
4ts
/ c o mk Ij 1 4 w , 'Io(
City /State /Zip
ALL COMMERCIAUMULTAAMILY TENANT IMPROVEMENT1STERATION PERMIT APPLICATIONS
ST BE SUBMITTED WITH THE EDI LOWING:
➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL 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
❑ Lid Complete Legal Description
D ❑ 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 :
❑ I 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 stalls 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
❑ Tr.-Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
ny hazardous materials; dimensions of proposed tenant space.
❑ I'1 Vicinit Map showing location of site
lJ ❑ 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
h ack. Structural calculations are required for rack storage eight feet and over.
❑ �l Indicate proposed construction of tenant space or addition and walls being demolished
❑ Cr Construction details
U ❑
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.
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
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.
CTPERMIT.DOC 1/29/97
* * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * **
CITY OF TUKWILA, WA L/ Ici TRANSMIT
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Q
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TRANSMIT Number: R9800126.Amount: 188.06 08/12/99 16:35
Payment Method: CHECK Notation: CORNERSTONE ARCH Init: TLB
Permit No: D99 -0287 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No: 734060 -0480
Site Address: 12400 EAST MARGINAL WY S
Total Fees: 188.06
This Payment 188.06 Total ALL Pmts: 188.06
Balance: .00
********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Account Code Description Amount
000/322.100 BUILDING - NONRES 111.25
000/345.830 PLAN CHECK - NONRES 72.31
000/386.904 STATE BUILDING SURCHARGE 4.50
794 00/13 1717 TOTAL 10046
._........ . �....�_..�i �:� Ire
Prt oject: . .
ifOUP +leo H b
Type of ctionL)
Address:
t E— alkdO 110
(orb(
Date do
(Os CAD
Special instructions:
.
t 5.
Date wakited:
i 4-1 06 ICO
.
a.m.
p.m.
Requelter:
i OA Li/
Phone...I olct 68
afaaath.aadra
INSPECTION NO.
•
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
Approved per applicable codes.
oftwaanamm.amaalgain
PERMIT NO.
(206)431-3670
COMMENTS:
0 2 t
Date:
Corrections required prior to approval.
e5D
$47.00 REINSPECT! • P E REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
- . •
Pro t: `,-� T
(I � 44-U /
/P
Type pection:
/ A-1 A- c._
Address: �*
f x4 00 — c16 A.t ' -IA tile,
Date called:
Special instructions:
r"t RAY SS S�
[� D O
Date : w ed
- ("
p.m.
Requ ci
Phone:
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila WA 9818
■
;,
a2�
PERMIT NO.
(206)431 -3670
rrections required prior to approval.
COMMENTS:
ec,ec?CrC4 y 1een44 e.,
97
El $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:
7
P c: ' ' w
-urr
Type of I ection: •
rg;s,� rl • •
1 ,� ] � ..
5'
Date cal ed: /
pedal instructions:
t 4
4
c
Date wanted: of J ?...),5 f 7
1 1 / .m . ;
Requester. i
e
L73d .--- b
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approve er applicable codes.
(206)431 -3670
Corrections re9(Gired prior to approval.
COMMENTS:
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
C
:, ;;;T - 4 11 :tig;,7r.r 4M :Cci3 ;;; Tir g ;', A r,T,A74
Project Name ( \ \ )sk i*Y\
Address 2.00 cc L_ cj
la Retain current inspection schedule
Needs shift inspection
5 2„ Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm: SYNAko.k.k
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
Authorized Signature
City of Tukwila
Fire Department
TUKWILA. Fp:2 DEPARTMENT
FINAL APPROVAL FORM
C:NALAPP.FRM T.F.D. Form F.P. 85
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. Z — C 1 ?- C 61
Suite #
Date
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439
C
IOW
Lr'INALAPP.FRM
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
4W '.Z r` nIMME •97�Ti MWE » 'oMlrm';'P :..r t
City of Tukvvila John W. Rants, Mayor
Fire Department Thomas P. Keefe, Fire Chief
. TURWILA FIRE DEPARTMENT
FINAL' . APPROVAL FORM
Retain current inspection schedule
Needs shift inspection
` Approved without correction notice
Approved with correction notice issued
(A
Date
Rev. 2/19/98 T.F.D. Form F.P. 85
Permit No. i,/ - 6,K)
Project Name GSCO \ o
Address . t 2-4(J)' E. 0 csv :c, ., W- Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139
To:
Jill Mosqueda - City of Tukwila
Project #:
369908 , thy' r l 3; '"
CC:
Project:
tt
,,,rAe�rstnnu �� ,,,,k : .. .i
From:
Alex Clark - Cornerstone
Architectural Group
s ;
' }y r r t t ;;r r','' ' '
Date:
9 -2 -99
Re:
Correction Letter #1 for Permit #
D99 -0287
File:
Memo Tukwila Comments Let #1 9-2-
99.doc
Encl:
Al - Site Plan
A2 FEBCO cut sheet model
876
•
1
ARCHITECTURAL GROUP, P.S.
1904 THIRD AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101
Memorandum
Jill —
fORrlfRS10NE
In response to your Correction Letter #1 Group Health Cooperative Met to ROC Phase F
There is a Double Check Detector Assembly located on site of the project as shown on the site plan see
Al. Also attached is the cut sheet for the assembly as taken from the serial number, see attached A2.
If you have any further questions please let me know, contact Alex Clark @ 206 682 -500.
These plans have been reviewed by the Pubib
Works Department for conformance with cunwit
City standards. Acceptance is subject to errors and
omissions which do not authorize violations of
adopted standards or oiilnances. The responsibility
for the adequacy of t rests totally with the
designer Additions, deletions or revis':.n.. to these
drawings ;after this date will void tlx:: .:::ceptance
and will require a resubmittal of revised drawings
for subsequent approval.
Find aoce to field inspe
Os Public WAD ullillmPoW%
a g4 . 1 I al: /%-
CORRECTION
LTR# Z.
INTERNET: www.cornersionearch.com
FACSIMILE: (206) 621-7717 TELEPHONE: (206) 682-5000
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r AICCHI1ECTURAL GROUP, F.S.
1904 4110 AVENUE SUIU S00
SWILL, WASHINGTON 91102
t l e 'b 1 'MI • PSUDRAWN DV:
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LOG/rt o ) 014 "PA
DATE. h -�►
(11201,,P t ALt%I Coln 2A1 REVISION.
rEsca SPECIFICATION SHEET MODEL 876 1
0
Characteristics
Physical Properties:
Size of Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperature Range
End Connections
Materials:
Main Valve Body
Coating
Shut Off Valves
Trim
Elastomers
Spring
15
10
5
0
200
600
2 1/2 ". 3, 4 ", 6'
175 PSI
350 PSI
32•F to 140'F
(0'C to 60'C)
Flanged ANSI B16.1
Class 125
1000
Model 176 Double Check Detector Assembly
& 10"
Ductile iron ASTM A536
Grade 65 -45.12
Fusion epoxy coated
internal and external
AWWA C550 -90
OS & Y resilient wedge
AWWA C509
gate valves
Srohze ASTM B584
Alloy C83600
EPDM
Stainless steel
'Model 876 Flow Curves
2 1/2" • 3"
e•! ° ° 1 � � \ 1 �) =fie
•• -1 t I -
r
=SC
• e..... a ■•••.ra.•r•ase'■'••.■
.d*. ••••a ■••.ae••'
MODEL 876 DOUBLE CHECK DETECTOR ASSEMBLY
Application
Non - Health Hazard Fire Sprinkler Systems
Options
❑ Valve Setter with MJ x FL or FL x FL ends
mae . .
■aaaara.•.=•■arre•..Re' 1� fa
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.
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• ■•rrr...•.a.■ rasa. ■essu..u.s.u
1400
Agency Compliance
• ASSE Listed 1046 (horizontal and vertical)
• CSA 964.5 • ANSUAWWA C510 -89
• UL • FM
4•• 6•
1800 GPM
B' • 10"
SUU .•..
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• =. . r..•r ia..•■■■. •aaa............UCUSIICUSSSiiii
ue
U.S. Patent No. 4, 089,035
U.S. Patent No. 5.107.088
DCDA N•SHAPE
'Flow curves Include
valve setter
Modal 870 shown with
optional valve setter
I Date 05/93 1 Drawing SS 876 -1
ER
ITEM
DESCRIPTION MATERIAL
ITEM
DESCRIPTION MATERIAL
11444 A5310R$3 -.512
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13 3/4
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•
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nays 004141 Ra b.1 / Fake
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rl
10'
Weights do not Include risers
• Lay length with optional Ml x FL valvo setter.
" Wth OSIY Gals Valves
Ritter to Specification Sheet
Dimensions and Wei hts
Materials of Construction
I FEBCO1 BACKFLOW
• PReVCNTVON Ph: (202)252 -0701 • Fax: (201)453-9030
•
P.O. Box 8070 • Fresno, CA 93747
Model 874 Double Check Detector Assembly
•
Side View
Model 876
Bypass
Date 05113 , Drawing SS 176-2
•
• e'
August 31, 1999
Alex Clark
1904 Third Avenue, #500
Seattle, WA 98101
Dear Mr. Clark:
RE:
Sincerely,
encl
City of Tukwila
Department of Community Development Steve Lancaster, Director
CORRECTION LETTER #1
Development Permit Application Number D99 -0287
Group Health Cooperative — Pharmacy Window
12400 East Marginal Wy S
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 comments from the Public Works Department. At this time,
the Building Division, Fire Department and Planning Division 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 bja messenger service.
If you have any questions, please contact me at (206)431 -3672.
4 14M 1■
Brenda Holt
Permit Coordinator
xc: File No. D99 -0287
•
lECEO
JE 1 1999
VIE
CORNERSTONE
ARCHITECTURAL GROUP. P.S.
John W. Rants, Mir
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 431-3665
Project Name:
File #f:
PUBLIC WORKS PROJECT REVIEW COMMENTS
Group Health — Pharmacy Window Addition
D99 -0287 INED
CITY of TUIKWILA
8/17/99 SEP 21999
L. Jill Mosqueda, P.E. PERMIT CENTER
RECEIVED
CITY OF 'rURwv
The City Of Tukwila Public Works Department needs the following infolt tion
before it can complete the plan review for this permit. Please contacVII
Mosqueda at (206) 433 -0179, if you have any questions regarding the following
comments.
Please provide the location and a description of the backflow prevention for the
building.
August 31, 1999
Alex Clark
1904 Third Avenue, #500
Seattle, WA 98101
Dear Mr. Clark:
City of Tukwila John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
RE: CORRECTION LETTER #1
Development Permit Application Number D99 -0287
Group Health Cooperative — Pharmacy Window
12400 East Marginal Wy S
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 comments from the Public Works Department. At this time,
the Building Division, Fire Department and Planning Division 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,
Brenda Holt
Permit Coordinator
encl
xc: File No. D99 -0287
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665
PUBLIC WORKS PROJECT REVIEW COMMENTS.
Group Health — Pharmacy Window Addition
D99 -0287
8/17/99
L. Jill Mosqueda, P.
The City Of Tukwila. Public Works Department needs the following information
before it can complete the plan review for this permit. Please contact Jill
Mosqueda at (206) 433 - 0179, if you have any questions regarding the following.
comments.
Please provide the location and a. description of the backflow prevention for the
building.
DEPARTMENTS:
Building Division
Pub 'c Work
Complete [
Comments:
•
Perv-- C
PLAN REVIEW/ROUTING SLIP
: ACTIVITY NUMBER: D99 -0287 DATE: 9 -2 -99
PROJECT NAME: GROUP HEALTH COOPERATIVE
Original Plan Submittal Response to Incomplete Letter#
XX Response to Correction Letter # Revision # _ After Permit Is Issued
4-
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
TUES /THURS ROUTING:
Please Route EL Structural Review Required ri No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved
REVIEWER'S INITIALS:
Approved with Conditions
CORRECTION DETERMINATION: DUE DATE
Approved Approved with Conditions n
\PRROUTE.000
5/99
Planning Division
Permit Coordinator
Not Applicable
DUE DATE: 9 -7 -99
DATE: Q-' t -7 7
n
DUE DATE 10-5-99
Not Approved (attach comments) ri
Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
reirmi r CATIps
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D99 - 0287
DATE: 9 -2 -99
PROJECT NAME: GROUP HEALTH COOPERATIVE
Original Plan Submittal Response to Incomplete Letter # _
XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete n
Comments:
n
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES /THURS ROUTING:
Please Route ri Structural Review Required
n
n
Planning Division
Permit Coordinator
DUE DATE: 9 -7 -99
Incomplete I I Not Applicable
No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10-5-99
Approved ri
Approved with Conditions n Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions n Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
V'RROUTLDOC
5/99
ACTIVITY NUMBER: D99 -0287
PROJECT NAME: PHARMACY WINDOW ADDITION
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
DATE: 8 -12 -99
Revision # After Permit Is Issued
DEPARTMENTS:
Budding Division
Public Works
(era rata r 9j
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete I:4
Comments:
Please Route
Approved
601
U'RROUI [.DOC
5/99
TUES /THURS ROUTING:
n
Pearlt CiD04 . Cop
PLAN REVIEW/ROUTING SLIP
Fire Prevention
fzz
Structural
Incomplete
Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
V
ri No further Review Required
Approved with Conditions I 1 Not Approved (attach comments) E pm)
Attu. NeccPvd ky- 'T
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved ri Approved with Conditions
DUE DATE: 8 -17 -99
DATE:
Planning
8 -464
Permit Coordinator " 1ga
Not Applicable
DUE DATE 9-14-99
V
DATE:
DUE DATE
Not Approved (attach comments) ri
REVIEWER'S INITIALS: DATE:
*ts
}
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: - P lan Check/Permit Number: 014-0201
❑ Response to Incomplete Letter #
Response to Correction Letter # '
❑ Revision # after Permit is Issued
Project Name: W�
Project Address:
Contact Person: Ae Phone Number:
Summary of Revision:
�YI�Q2_ -- L.acf�v
cot 4k#
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: 1U�.1 —�
air in Sierra on q
City of Tukwila
Department of .Community Development
s74N Drys.
A4/ ¶LT- FLAW
CITY OFET KWILA
FEr ipr
r1 Fr !Sr,
John W. Rant, M yr
Steve Lancaster, Director
06/29/99
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATIO
STATE OF WASHINGTON
3OUNTY OF KING
, states as follows:
t have made application for a building permit from the City of Tukwila, Washington.
I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the . .
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
SEP -13 -1999
I understand that prior to issuance of a building permit for work which is to be done by any
contractor, the City of Tukwila must verify either that the contractor is registered by the State of
Washington, or that one of the exemptions stated under RCW 18.27.090 applies.
In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I
consider the work authorized under this building permit to be exempt under No. and
will therefore not be performed by a registered contractor.
understand that i may be waiving certain rights that I might otherwise have under state law in any decision to
ngage an unregistered contractor to perform construction work.
D't9' 0 6 1
FCOM. DOC 5129/'96
09 02 '1RNERSTONE ARCH 'L GROUP
{rI I r yr r L .. . WIL/N
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 4314670
SS.
APPLICANT
Signed and sworn to before me this
day of
CL,
206 621 7717 P.02/03
Ii -4
RECEIVED
CITY OF TUKWILA
SEP -1 5 1999
PERMIT CENTER
19 q ._.
NOTARY PUBLIC in and for the State of Washington,
residing at S County c)/4
Name as commissioned: //t / ?-
My commission expires:
GENERAL NOTES
GENERAL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES.
2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER /ARCHITECT /ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR
DAMAGE TO PROPERTY CAUSED BY T'iE'NEGUGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS.
3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE
CONTRACTOR TO OBTAIN ALL PERMTS AND APPROVALS.
4. NOT USED
5. CODES: All WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE
METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR
ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS.
DIMENSIONS
1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT
WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EMSTNG CONDITIONS AND DIMENSIONS AND SHALL NOR,
THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTNG THE DESIGN PRIOR TO PROCEEDING WITH THE WORK.
2. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERWISE
3. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWY ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS.
NOTIFY THE ARCHITECT IF DISCREPANLIES ARE FOUND.
4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK
OF ALL TRADES TO ASSURE COMPLIANCE WV THE DRAWINGS AND SPECIFICATIONS
FIRE PROTECTION
1. FIRE PROTECTION ALTERATIONS DESIGN BUILD AS REQUIRED SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL
2. PRUDE FIRE PROTECTION AT ALL 'PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE
3. SUBMIT (2) COPIES OF THE FIRE PROTECTION DRAWINGS TO OWNER FOR RENEW BY OWNER'S INSURANCE CARRIER
4. PRUDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING CODE AND LOCATE PER FIRE MARSHALL'S DIRECTION
1 FIRE EXTINGUISHER PER 3,000 S.F. OE BLDG. AREA WITH 75-0 TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS u.L RATED -4A
5. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICAL
MECHANICAL, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND SIMILAR, SYSTEMS PER UNIFORM BUILDING CODE SECTION 302(d).
CONSTRUCTION
1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL. AND ELECTRICAL ELEMENTS AND
OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK..
2. CONTRACTOR 'SHALL BE RESPONSIBLE. FOR PRONDING' WALL BLOCKING REQUIRED FOR WALL AND CEIUNG MOUNTED ITEMS.
3. THERE SHALL BE NO EXPOSED P, CQIDU, DUCTS. N, ETC. ALL SUCH ONES SHALL BE CONCEALED OR FURRED AND
FINISHED, UNLESS NOTED AS EX ON ITS CONSTRUCTI D
4. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WLL BE FLUSH.
5. PRONDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS.
6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH -INS,
AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING RUNS.
7. FRONDE PRESSURE TREATED WOOD AT All LOCATIONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR WHERE WOOD
COMES INTO CONTACT WITH CONCRETE OR SOIL.
B. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT:
CEILING
1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEIUNG FINISH SURFACE.
FINISHES
1. ALL PAINT AND WALLCOVERINGS SHALL BE APPLIED IN ACCORDANCE WTI, THE MANUFACTURER'S RECOMMENDATIONS.
2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROVDE LEVEL AREA FOR
FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS.
MECHANICAL & ELECTRICAL
1. ELECTRICAL & MECHANICAL SYSTEMS UNDER SEPERATE PERMIT.
2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WM APPLICABLE CODES AND STANDARDS.
AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS
3'. DEVATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANAGER.
4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT.
WASHINGTON STATE NON- RESIDENTAIL ENERGY CODE DATA
ENVELOPE SUMMARY
LIGHTING SUMMARY
MECHAINCAL SUMMARY
NO CHANGES TO EXTERIOR WALLS
NO NEW LIGHT FIXTURES. WATTAGE NOT INCRESED.
NO CHANGES
DRAWING INDEX
ARCHITECTURAL
AC COVER SHEET
A2.1 1ST FLOOR OVERALL
A2.3 FLOOR, REFLECTED COUNT AND DEMOLITION PLAN
A9.1 MISC. DETAILS
TAX IDENTIFICATION NUMBER
734060- 0480 -00
734560 - 0490 -03
LEGAL DESCRIPTION
That portion of tracts 21, 22, 31, and 32, Riverside
Interurban Tracts, according to the Plat recorded in Volume 10,
of Plats, 74, in King .County, Washington, more
particularly described as follows:
Beginning at a point on the westerly margin of primary state
Highway. No. 1, Foster interchange to South 118th Street, os
condemned under Superior Court Cause No. 646846, that bears
south 0433'59" east 165.03 feet distant from the point of
curvature of the west margin highway engineers' station
76+05.30 said point also being the southeast corner of that
certain tract of land es described in option agreement .
recorded under Auditor's File No. 7506090402; thence south
0433'50" east along said margin 615.17.0eet. to a: point lying
110 feet westerly of and opposite engineers '.station 68 +25;
thence south 5819'00 west along said highway margin'. 230.32
feet; thence south 1809'20" east along said highway margin
36.80 feet to the south line of tract 32 of the Riverside
Interurban Tracts; thence north 8917'24 west 476.97 feet
along the south line'. of .tracts 31 and 32 to the easterly
margin. of East Marginal Way as established by warranty deed
found in King County records,. King .Country Recorder's No.
7412090465; thence. north 1838'24 west. 442.48 feet along said
easterly margin; thence north 1254'24" west 443,48 feet along
said easterly margin; thence .north 1007'24 west 333.78 feet
along said easterly margin' to the southwest corner of option
agreement recorded under Auditors File No. 7506090402;
thence south 8917'24" east parallel to the south line of
tracts 31 and 32 Riverside Interurban Tracts, a distance of
774.30 feet to the point of beginning.
CODE INFORMATION
1. BUILDING ADDRESS
2. JURISDICTION
3. LAND USE ZONE
4. BUILDING CODE
5. CONSTRUCTION TYPE.
6. OCCUPANCY GROUP & AREA
7. SCOPE OF WORK
THIS PROJECT
ALL WORK TO COMPLY TO THE FOLLOWING CODES:
UNIFORM. BUILDING CODE 1997 EDITION
UNIFORM MECHANICAL CODE 1997 EDITION
UNIFORM ELECTRICAL, CODE 1993 EDITION
UNIFORM FIRE CODE 1997 EDITION
UNIFORM PLUMBING CODE 1997 EDITION
AMERICAN DISABILITIES ACT OF 1994
ANSI /NFPA 101 LIFE SAFETY CODE 1991.
WASHINGTON STATE DEPT. OF HEALTH (D.O.H.)
WASHINGTON STATE W.A.C. CHPTS 11,13; 20.
WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990
WASHINGTON STATE ENERGY CODE 1998
WASHINGTON. STATE VENTILATION CODE 1995
FIRE PROTECTION BY BIDDER DESIGN
TO CONFORM TO NFPA 13 REQUIREMENTS
SUBMIT DESIGN '& DRAWINGS TO
TUKVOLA FIRE MARSHAL. FOR APPROVALS.
ANY AMENDMENTS TO THE UBC BY THE CITY
OF TUKWILA.
SITE PLAN
SCALE: 1" = 100'
I CIRCULATION
PROPOSED
NEW WORK 1ST FLOOR
12400 E. MARGINAL WAY S.
Seattle, Washington 98124
CITY OF TUBBER
MIC /L LIGHT INDUSTRY
1997 UBC w/ WA. STATE AMENDMENTS
TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED
EXISTING BUILDING 270,937 SF
DEPARTMENT AREA OCCUPANCY
LAB 21,955 SF B
PHARMACY 16,735 SF F 1
OPTICAL 7,130 SF F 1
WAREHOUSE 21,890 SF S 2
FIRST FLOOR OFFICE 46,421 SF B
SECOND FLOOR OFFICE 76,332 SF B
SECOND FLOOR DINING 8,529 SF B
TOTAL 177,092 SF
INTERIOR TENANT IMPROVEMENTS ONLY
12 SF, INSTALLATION RATED ROLLING SHUTTER
AND COUNTER IN WALL
476.97'
774.30'
JIIIIIIIIIIIIIIIIIIIIIIIIIII
\\\\\\\\\\\ \ \ \ \
NORTH
PROJECT TEAM
Owner:
Group Health Cooperative
521 Wall Street
Seattle, WA 98121
206/448 -5065
Proj. Mgr: Jim Wood
Architect:
Cornerstone' Architectural Group
1904 3rd Ave Suite 500
Seattle, WA 98101
206 / 682 -5000
Project Mgr::: Alex Clark
LOCATION MAP
\\ \ \ \ \\
/ / / / / / / / / / / / ///
/ / / / / / / / / / / / / / / / ///
/ // / // /// / / / ////
SOUTH 124th STREET.
PARKING CALCS
AREA TYPE
OCCUPIED AREAS
_(NON - WAREHOUSE)
WAREHOUSE AREAS
UNOCCUPIED AREA
MECH /ELEC /CORRS.
TOTALS
NORTH
gY
Date
Permit No
Co
FILE I
understand that the Plan Check atprovals are.
subject to errors and omissions omit approval of
plans does not authorize the violation of anti
adopted code or once. Race pr con -
If edPlans �' /I d9ed.
:1CIOf SCapY pprOV •. • . %
AREA PARKING REQ. STALLS REQ.
177,092 SF 3/1000 SF 531
21,890 SF 1.0/2000 SF
40,102 SF 0
41,555 SF
542
TOTAL EXISTING STALLS 655 REQUIRED FOR:
TOTAL REQUIRED STALLS 542
270,937 SF SEE ABOVE
Y
Z NAF.CHANICA
.555 5 542, THEREFORE: OK
r BECTFUCAL
NO CHANGE TO BUILDING AREA OR USE I OPLUMBIN
NO CHANGE TO PARKING 0 cAs pipes*
nw r s arviA
These plans have been reviewer' by the Public
Works Department sop v'tfrxmasee with anent
City standards. Acceptance b subject to errors and
omissions which do not authorize violations of
adopted standards or ordinances. The responsibility
Boothe adequacy rt thedeSignreelstotaily with the
designer Additions, debt= or revisions tothese
drawings after this date WI void this acceptance
and will require a natialanitttd of revised drawings
for subsequent approval.
Rnal acceptance is to freed eneeedkeibll
the PutAicWodesuiliMi eM,
* Group Health
Cooperative
of Puget Sound
WORK ORDER it
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project no.
369908
date
8 -12 -99
revisions
AUG '12 1999
PERMIT a...
sheet title
Cover
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TYPE 5N CONSTRUCTION
TWO STORY
NORTH
TYPE 2 CONSTRUCTION
ONE STORY
A2 -1.DWG
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LEGEND
FIRST FLOOR FLAN
ONE HOUR CORRIDOR
(SHOWN HATCHED)
SCALE: 1 "= 20' -0"
WORK ORDER #
115 - 0609104
project no.
369908
date
8 -12 -99
revisions
AUG' 21999
sheet title
First Floor
Plan
sheet
A' 01
/\L
N
0
INT- ELEV.DNO
INT- ELEV.DHG
n
ROG -I F.DV4S
5UILDING SECTION
n
EUILDING SECTION
DEMOLITION FLAN
REFLECTED CEILING PLAN NOTES
(> RELOCATE EXISTING FIXTURE
O RELOCATE EXISTING DIFFUSER
GWB SOFFIT
DEMOLITION NOTES
C > REMOVE PORTION OF CORRIDOR WALL TO
RELIEVE ROLLING SHUTTER
D2 MODIFY EXISTING FURNITURE SEE FLOOR
PLAN
O RELOGATEEX!STING THERMOSTAT SEE
FLOOR PLAN:
SCALE: I /4 "=
SCALE: 1 /4" I -O"
SCALE: I/4 "= I' -O"
NORTH
.■
1114
ROC- IF.DWG
REFLECTED CE
WORK AREA
FLOOR FLAN
ROG -I F.DWG
NOTES WALL TYPES
I. ROLLING SHUTTER TO BE CONNECTED TO BLDG.
FIRE ALARM SYSTEM. BY OWNER.
2. FOR CEILING ADJUSTMENT DETAILS SEE ION / A9.1
5. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL DOOR
HARDWARE.
4. ALL DOOR HARDWARE TO MEET ALL APPLICABLE CODES
INCLUDING ADA REGULATIONS AND FIRE RATING REQUIREMENTS
5. PATCH AND MATCH NEW WORK TO ADJACENT EXISTING WALLS
CREATE SMOOTH TRANSITION AND MATCH FINISH PER OWNER.
LING FLAN
fAr4
4
A91
LEGEND
NEW WALL
EXISTING WALL
LEGEND
EXISTING WALL TO REMAIN
EXISTING FIXTURE TO
BE RELOCATED
RELOCATED FIXTURE
FLOOR PLAN NOTES
SOALE: I/4 "= I -O"
O I RELOCATE THERMOSTAT ® POWER POLE
,C > MODIFY WORK SURFACE 4 SHELVING
TO ACCOMODATE NEW WINDOW
SCALE: 1/4 "= I -O"
OI (I) LAYER 5/5' TYPE "X ONES EA. SIDE OVER 5 I /2 MTL.
STUD FRAMING .®. I6" 0.0: W/ BATT ACOUSTICAL INSULATION
EXTEND. WALL 24 ABOVE T -BAR WALL - SECURE TOP E
BOTTOM TRACK ®TOP. SECURE WALL WITH. METAL STUD
BRACING TO STRUCTURE ®4' -O" O.G.
pc\ G
* Group
Cooperative
of PugetSound
WORK ORDER #
115- 0609104
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project no.
369908
date
8 -12 -99
revisions
crrrori
pUG 9 2 9995
PPAMIT CENTER
sheet title
Floor , RCP
Demo. Plan
sheet
A2.3
VERTICAL 12 GA HANGER SPACED
4' -0" O.G. ALONG MAIN RUNNER TO
STRICTURE ABOVE.
(4) 12 GA WIRES SECURED TO MAIN
RUNNER WITHIN 2" OF CR055 RUNNER
SPLAYED 90 DEG. FROM EA OTHER, N.T.E.
45 DEG. FROM CL6 PLANE. HORIZONTAL
RESTRAINT POINTS SHALL BE PLACED
12' -0" O.G. IN BOTH DIRECTIONS,VU
THE FIRST POINT WITHIN 4' -0" FROM
EA WALL SECURE TO STRUCTURE
ABOVE.
MAIN RUNNER
GROSS RUNNER
0 ACF SWAY BRACE DETAIL
09510 -OI
SPPECIFICATIONS:
ROLLING SHUTTER.
NOTE:
CONFORM TO UBC
STANDARD 25 -2
REF TABLES
N.T.S.
10 GENERAL
1.1 Summary
A All Rolling Cunte Fire Doors shall b Series FD10 as manufactured by The Cookson C p y Phoenix, Arizona. F shed
materials h ll include all curtains, bottom bars, guides, brackets, hoods, operating mechanisms and ay special feat s Or
Approved Equal.
B. Work not to be included by The Cookson Company includes design of material far, and preparation f door openings but not
limited to structural or miscellaneous iron work metal or wood trim, access panels, finish painting, electrical. wiring, conduit and
disconnect switches.
1.2 Quality Assurance
A All rolling counter fire doors shall be constructed in accordance with testing agency requirements and shall bear o 1 -1/2 hour
rating label
2.0 PRODUCTS
2.1 Materials
A The door curtain shall be constructed of interconnected strip stainless steel slats The curtain shall be constructed of 22 gauge
No. 10 (1 -1/4" high by 3/8" deep) slots as designated by The Cookson Company. The finish on the door curtain shall be /f4.
B. The bottom bar shall be constructed of tubular stainless steel measuring 2" high by 1 -1/4" deep. The finish on the bottom bar
shall be n4.
C. The guides shall be c o nstructed of box sections of galvanized steel. The 'exposed finish on the guides shall be painted.
D. The brackets shall be constructed of 11 gauge steel plate and shall re a (1) coot of bronze point.
E. All gears shall be cast it with teeth cast f. machine cut, patternsL pinion gear shall not be less than 'a 3" pitch
diameter. The gear ratio shall be designed foramaximum effort of not more than 30 pounds.
F. The barrel shall be steel tubing of not less than 4" in diameter. Oil tempered torsion springs shall be capable of correctly
counter balancing the weight of the curtain and shall have both a main and an auxiliary spring. The barrel shall be designed to limit
am deflection to .03" per foot of opening width. The barrel shall receive one (1) coo of bronze rust - inhibiting prime paint.
G.The t
hood shall be fabricated from 24 gauge galvanized steel and shall be formed to fit the square brackets. The exposed finish
on the hood shall be painted.
I. The counter fire door shall include the Firestop Fire Rated Countertop as manufactured by The Cookson Company and shall include
the following:
1. The Firestop countertop shall be o uniform 1 -5/8" thick throughout and shall be labeled for 1 -1/2 hour on interior openings.
2. The top and edge surfaces shall be [Wilsonart]. plastic laminate as selected.
3. Any notching of the countertop shall be performed by the installing distributor.
2.2 Operation
A. All crank operated counter fire doors shall have on automatic closing device and governor to control the downward speed of the
door which shall become operational upon the fusing of a 160 degree fusible link. The door shall have an erage closing speed of
not less than six (6) inches per second and not more than twenty -four (24) inches per se and as indicated in NFPA Bulletin 80.
Once the door has closed, it should be able to be reset by one person on side of the door only.
B. Doors shall be operated by means of a hand conk with o removable awning c ank.
C. All counter fire doors shall be equipped with the Firefly II Time Delayed Releasing Device.
1. The Firefly II Releasing Device shell be wired directly into the building's fire alarm or moke detector system.
2. During installation and subsequent resetting of the fire door, the Firefiy latching mechanism shall hold 'the' door in the set..
position Energizing the alarm system shall automatically set the Firefly II by releasing the latching mechanisms
3. The Firefly II shall' hold the fire door, in the set position until the alarm or s moke detection system is activated. Upon activation,
the Firefly II shall mechanically release the fire door after a delay of not more than 10 seconds. If the fire alarm activation is
canceled before the 10 second delay, the Firefly II shall automatically reset itself. Power outages, of less than 10 seconds shall hove
the some effect a canceled alarm activation: If the power outage is longer than the 10 second delay, the fire door shall be
closed mechanically. a
4. if the Firefly II mechanically closes the fire door, the door will have to be reset by an authorized trained technician.
5. Power outages of 10 seconds or less shall not effect the operation of the Firefly II and the fire door shall not be released.
2.3 Locking Mechanisms
A. The crank doors shall be secured by means of a concealed sliding bolt deadlock in the bottom by operated by a [cylinder lock].
3.0 EXECUTION
3.1 Installation
A. All Cookson Rolling Counter Fire Doors shall be installed in accordance with NEPA Bulletin 80 by an authorized Cookson
Distributor.
3.2 Warranty
A. All Cookson Rolling Counter Fire Doors shall be warranted for a period of twelve (12) months from the time of shipment against
defects in workmanship and materials.
SPLAYED BRACING WIRES
VERTICAL STRUT
CAPABLE OF RESISTING
VERTICAL LOADS
OR
DRILL 5/552 HO. AND
INSTALL I." BOLT AND
LOCKING NUT TO SECURE
ONE TUBE TO THE OTHER
LAP TUBES 4" MIN IN
FILLY EXTENDED
POSITION
NOTE:
CONFORM TO UBC
STANDARD 25 -2
REFERENCE TABLES
O ACP SWAY BRACE DETAIL
09510 -02 N.T.S.
GA WIRE HANGER TO
STRUCTURE AT EACH
CORfER OF FDORRE
ATTACH SLACK WIRES
DIRECTLY TO FIXTURE
4'
TO DIAGONAL CORNERS
■ ATTACH FIXTURE TO
CEILING SUSPENSION
SYSTEM WITH POSITIVE
CLAMP DEVICES HAVING
CAPACITY OF I OF
LIGH1'IN6 FIXTURE RE I +EIGHT
IN ANY DIRECTION
NOTE:
CONFORM TO IBC
STANDARD 25 -2
REFERENCE TABLES
MAX. TYP.
O LISHIT FIXTURE 8RACIN6
09510 -03 N.T.S.
STRUCTURE ABOVE
MANTAIN I HOUR RATED
CORRIDOR WV 0) LAYER
5/6" "X" GWB EA. SIDE
EXISTING. CORRIDOR LID
(2) 8" IA 6A - LIGHT
GUA6E FRAMING HEADER
0 OPENING _
6, 36" COUNTER HT.
RUBBER BASE MATCH
EXISTING EA.' SIDE --�
O SECTION
DTL4
EXTEND 16 6A. STUDS TO
STRUCTURE ABOVE
ROLLING SHUTTER
EXISTING T-BAR CEILING
FINISH 61AB TO EDGE
OF GUIDE RAIL
r _____ P -LAM ALL EXPOSED SURFACES
SELECTION BY OWNER
SHELVING
_��RUBBER BASE
SCALE: 3/4 "= 1' -0"
O DETAIL
5 DTLS
11/2" THICK COUNTER P -LAM
ALL EXPOSED SURFACES
(2) I6 GA STUDS - EXTEND
TO STRUCTURE ABOVE
5/8" NPE "X" NP.
J -BEAD 6 OPENING NP.
-FASTEN GUIDRAIL TO STUDS
PER MFR. RECOMMENDATIONS
SCALE: 3"= 1' -0"
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WORK ORDER #
115 - 0609104
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project no.
369908
date
8 -12 -99
revisions
g 1 1a
AUG 1 11993
R
PP31Mrt o = -1+�
sheet title
DETAILS
sheet
A9