HomeMy WebLinkAboutPermit D01-237 - GROUP HEALTH COOPERATIVE - AOC CREDENTIALING - IMPROVEMENTSGROUP HEALTH
CO -OP AOC
CREDENTIALING
72501 E MARGINAL
wys
D01 -237
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No: 734560 -0430
Address: 12501 EAST MARGINAL WY S
Suite No:
Location: AOC CREDENTIALING
Category: AOFF
Type: DEVPERM
Zoning:
Const Type:
Gas /Elec.:
Units: 000
Setbacks: North:
Water: 125
Wetlands:
OCCUPANT
OWNER
CONTACT
CONTRACTOR
City of Tukwila
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Contractor License No: SELLEC *372ND
DEVELOPMENT PERMIT
Permit Center Authorized Signature:_
Signature:__
Permit No:
Status:
Issued:
Expires:
Occupancy: OFFICE
UBC: 1997
Fire Protection:
.0 South: .0 East: .0 West: .0
Sewer: VAL VUE
Slopes: Y Streams:
GROUP HEALTH COOPERATIVE Phone:
12501 EAST MARGINAL WY S, TUKWILA WA 98188
SABEY CORPORATION Phone: 206- 281 -4200
10.1 ELLIOTT AV W, SUTIE 330, SEATTLE WA 98119
ALEXANDER CLARK Phone: 206 682 -5000
1904 3RD AVENUE, STE 500, SEATTLE WA 98101
SELLEN CONSTR CO INC Phone: 206 - 682 -7770
PO BOX 9970, SEATTLE, WA 98109
***** * * * * * * * * .. * * * * * ***** ******** * ** k * * **•k * *•k * *•k** * *•k** k** * * ** Mfr *•k * *** * * *•kk*•k * * *•k * *•k ***
Permit Description: •
.
TENANT IMPROVEMENT OF EXISTING OFFICE SPACE.
INSTALLING PARTITIONS AND ADJUSTING EXISTING
LIGHTING.
. k********************************************* k******* * * * * * * ** * * * * * * * * ** * *** * * * * **•k*
Construction Valuation: $ 39,000.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N
Flood Control Zone: N
Hauling: N
Land Altering: N
Landscape Irrigation: N
Moving Oversized Load: N
Sanitary Side Sewer: N
Sewer Main Extension: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
*****• * * * * * * * * * * * * * **•k* * * * * ** * * * * * ** k************** * * * * * * *•k *•k * * * * * ***•k•k * **•k ** it * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 883.37
********** * * *•k * *** * * * * * * * * * * * * * * * * * * **** k ****•*** * * * * *•k *•k k *•k * * *** * * * * * * * * * * * ** * * ** k**
No: Size(in): .00
Start Time: End Time:
Cut: Fill:
Start Time: End Time:
No:
Private: N Public: N
(206) 431 -3670
D01 -237
ISSUED
08/13/2001
02/09/2002
r �c, Date: /3e - 0/
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 permit.
Date
Print Name•____I-ALv
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: 12 501 EAST MARGINAL WY S
Su=ite
Tenant:
Type: DEVPERM
Parcel #:
CITY OF TUKWILA
Permit No: D01 -237
Status: ISSUED
Applied: 08/02/2.001
Issued: 08/13/2001
****** k******• k* k*******************• k** k * * *k * * * ** *• *•k *k *k * *k * * *•k* * * **
Permit Conditions: .
. '`No changes will be made to the plans unless approved by the
,Engineer and the Tukwila Building Division
• Any new ceiling grid and light'firture instal lation is
required to meet lateral bracing requirements for Seismic
;Zone; 3.
Partition walls attached to ceiling grid must be laterally..
,braced if over el' g (8) feet in 'length.
All _ constructionto be in :conformance with approved
'plans and requi cements ;of the Uniform B u i l d i n g Code (1997
Edition) as amended,'`Uniform Mechanical Code (1997 Edition),
and Washington State Energy Code (1997: Edition) .
V a l i d i t y of P'ermi t . The :issuance of a permit or approval of
plans, specifications, and computations shall not be con
'strued to, }f`be a; per mit fors, or en approval of, any violation
any of the ,pr`ovi si ons.` of the building code or of any
,other '.ordi,nance of the jurisdicti0n. ,;'No permit Presuming to
give :.authority -.to .violate or cancel , the : provisions of this
code . shall' be v a l i d ,
.Electrical. permits. shall be obtained through the. Washington
State Divisiop;'of Labor and Industries and all' electrical,
work wilt willv,lbeinspected by that agency '(248 -6630)
• All rnechan;ica1 ° work , sha l l be under. _ separate permit issued by
the City so-f Tukwila,
VENTILATION? IS ,:REQUIRED FOR ALL NEW: -: ROOMS AND SPACES OF
OR EXISTIN,GBUILDI{NG& . IN CONFORMANCE WITH THE UNIFORM
BUILDING: CODE AND THE WASHINGTON STATE VENTILATION AND
INDOOR AIR QUALITY;, CODE, CHAPTER 51 -1 WAC
Al 1 permits '= ` inspect i on records, and `approved plans shall be
available at the job site prior to the start of any .con-
struction. These ;documents are to be maintained and avail-
able until final i "nspection: approval ' is granted.
***FIRE DEPARTMENT , COND I T IQN * * *
11': The attached set of plans have been :reviewed by The Fire
Prevention Bureau and are acceptable with the following .<
concerns
2. The total number of fire exting i skiers required for your
establishment is calculated at one extinguisher for each
`3000 sq. ft. of area. The extinguisher(s) should be of the
"A11 Purpose" (2A, 10B:C) dry chemical type. Travel
distance to any fire extinguisher must be 75' or less.
(NFPA 10, 3 3 -1.1)
1.3 :Portable fire extinguishers shall be securely installed on
the hanger or in the bracket supplied, placed in cabinets .
or wall recesses. The hanger or bracket shall be securely
and properly anchored to the mounting surface in accordance
with the manufacturer's instructions. The extinguisher
shall be installed so that the top of the extinguisher is
1
not more than 5 feet above the floor and the clearance
between the bottom of the extinguisher and the floor shall
not be less than 4 inches.
14. Extinguishers shall be •located so as to be in plain view
(if at all possible), or if not in plain view, they shall
be identified with a sign stating, "Fire Extinguisher",
with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC
Standard 10-1)
15. ; Clear access to fire extinguishers is required at all
: ;times. They may not be hidden or obstructed. (NFPA 10,
1-6.5)
16, fire extinguishers require monthly and yearly inspections.
They must have a tag or label securely attached that
indicates the month and year that the inspection was
„
performed and shal,1 identify the company, per-son
performing the service. (NFPA '10, 43, 4-4 and 4-4.3)
Every six years, dry chemical and halon type fire
extinguishers shall be emptied and subjected to the
applicable recharge procedures. (NFPA 10, 4-4.1) If the ,
required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag
is not complete, a reputable fire extinguisher service
'company will be required to conduct these required surveys.
(NFPA 10, 4
17: Maintain fire extinguisher coverage throughout.
18. No point in Iinsprinkler'ed building may be more than 200
'feet from an exit,' measured along the path of travel. (UBC
1004.2.5 2:1)
d b ilding may be more than 250
• • .
19. Itio pointill a skinklere u
feet from7en'exit : measured along the path of travel. (UBC
1004.2.5,Z.2)
". • , .
241 . EXit docirS, slialTswing in the direction oVexit travel when
serving any hazardous area or when serving an occupant load
of 50 orTMbri.' 1003.3A.5)'
21. 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)
22, Dead bolts are rt.:it allowed on auxiliary exit doors unless
the dead bolt is automatically retracted when the door
handle is engaged from inside the tenant space. (UFC
1207.3)
23. When two or more 'exits from a story are required, exit
signs shall be installed at the required exits and where
; otherwise necessary to clearly indicate the direction of
egress. (UBC 1003.2.8.2),
24. When two or more exits from a story are required and when
two or more exits from a room or an area are required, exit
signs shall be illuminated. (UBC 1003.2,8.4)
25. Internally illuminated exit signs shall have both bulbs
working at all times. (UBC 1003.2.8.4)
26. Exits shall be illuminated any time the building is
occupied with light having an intensity of not less than 1
foot candle at floor level. Fixtures required for exit
,illumination shall be supplied from separate sources of
power for Group I, Division 1.1 and 1.2 occupancies and for
all other occupancies where the exiting system serves an
occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2)
27. The power supply for means of egress illumination shall
. •-• 1 . , • • ,
,
.1
normally be provided by_the premises electrical supply. •
In the event of its f illumination shall r
f
;automatically provided-rrom an emergency system for''Group
I, Divisions 1.1. and 1.2 occupancies and for all other
occupancies where the means of egress system serves an
occupant load of 100 or more. Such emergency systems shall
be installed in accordance with the electrical code. (UBC
1003.9.2)
. A11 exit signs shall be illuminated at all times. To
ensure continued illumination for a duration of not less
than 1 1/2 hours in case of primary power loss, the exit
signs shall also be connected to an emergency electrical •
system provided from storage batteries, unit equipment or
an on site generator set, and the system shall be installed
in accordance with the electrical code. (UBC 1003.2.8.5)
. Maintian sprinkler coverage per N.F.P.A. 13.
' Addition/relocation of walls, closets, or partitions may
require relocating and/or adding sprinkler heads.
. ,Sprinkler protection shall be extended to all areas where
required, including all enclosed areas, below obstructions
and under overhang's greater than four feet wide. (NFPA
13-4-5.5.3.1)-
• All new sprinkler systems and all modifications to existing
sprinkler systems shall have .fire department review and
,approval of d rawings prior to installation or modification.
New sprinkler systems and all modifications to sprinkler,„
,systems iiiVolOng more than 50 heads shall have the written
Insurers';',KemPer or any other representative designated
lapprovali�f the W.SA.B.,, Factory Mutual, Industrial Risk
,and/or reCorgnized by the City of Tukwila, prior to
submittaiXto,the Tukwila Fire Prevention Bureau. No
-
spri nkler. , ,work shall commence without approved drawings. ,
01 #1901)
, All sprinkler System plans, calculations and the
contractors Materials and Test Certificates Submitted to
the Tukwila Fire Prevention Bureau must be stamped with the
appropriate level of competency seal. (WAC 212-80)
. Maintain aUtomati,c detector coverage .per N.F.P.A. 72.
Addition/rel of walls, closets or partitions may
'require relocating and/or adding automatic fire detectors.
. Maintain square foot coverage of detectors per
manufacturer's specifications in all areas including:
closets, elevator shafts, top of stairwells, etc. (NFPA
72, 5-1.4.2) :
35. All new fire alarm systems. or modifications to existing
systems shall have the written approval of the Tukwila Fire
, Prevention Bureau. No work shall commence until a fire
department permit has been obtained. (City Ordinance
#1900) (UFC 1001.3)
36, All electrical work and equipment shall conform strictly to
the standards of The National Electrical Code. (NFPA 70)
. An aisle to and working space shall be provided for each
electrical panel. • An aisle width not less than 24 inches
shall provide access to the panel and 30 inches of working
space shall be provided directly in front of the panel.
(NEC 110-16(a), NEC 110-16(c))
38. Each circuit breaker shall be legibly marked to indicate
it's purpose. (NEC 110-22)
39. Required fire resistive construction, including occupancy
separations, area separation walls, exterior walls due to
. • .1). *.I.:J.H*,,zrit•:«tle,d woozi.u.4*.natorma.../aitaiVrIC'40:4:;.`..i.4451,1oos4).4,4,-
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 1111.1)
40. The maximum flame spread class of finish materials used on
'interior walls and ceilings shall not exceed that set forth
in Table No. 8 -B of the Uniform Building Code. (UBC 804.1)
Your street address must be conspicuously posted on the
building and shall be plainly visible and legible from the
;street. Numbers shall contrast with their background.
;(UFC 901.4.4)
I order .to provide you with the fastest police and fire
protection under emergency conditions, p lease post your
suite, room or apartment number .'i in °a conspicuous place near
the main entry door. (UFC``901.4.4)
Fire Department lock/boxes sha l l. be provided for access to
all fire alarm panels and sprinkler. risers The
appropriate keys „)''for access shall be placed in the
4l ockbox . LockboX 'order''' forms must be obtained from the,
Tukwila. Fire Department. (City Ordinance #1900).
Contact the Tiikwila,Fire Prevention Bureau to witness ;..
',required insiections and tests, (UFC 10.503) (City
Ordinance #1900 and #1901) ._.
This review, iinited to speculative tenant space only -
special f,i're permits.' may `_.be .necessary ” depending on deta i l e.
description of intended use
Any overlaoketd hazardous condition - and /or violation of the
adopted Fire "or B u i l d i n g Codes does .'not., `i mp ly approval of,..
such 'condition or Violation.
The plans.were reviewed by 510. If you have any questions,
;please c:a;ll the Tukwila Fire-Prevention Bureau at
;.(216) 5I5- 4407.
hereby cert t�fy, that;'I have read these conditions and Will comply wi
with :them as owt;l i ned All provisions of law and ordinances governi n
this ;work will %be; compl-ied i with, whether specified herein or not
The granting of th,i s ' pe,rrni t r does not presume to give authority to
violate or cancel :;the provisions of any other work or local laws
regulating construct ,on or the performance of work.
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Project Name/ enant: V
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Value of Conslructi q
Site Address (include suite umber) City State/ T
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Propert Owner: P
Goal. z
Phone: �
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Street Addre s: C
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City State /Zip: F
Fax 11:
Contractor: O t> P
Phone: '
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Street Address: C
City State /Zip: F
Fax 11:
Ar hitect: ��� �
P
Phone:
($2 - o
Street Address: �
C4 .619
�� City State/Zip: F
Fax #:
72/-. 7717
Engineer: P
Phone:
Street Address: C
City State /Zip: F
Fax 11:
Co act Person: a
a A
AM — (00 A
AL / P
Phone:
Street A ess: C
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City State/ ip: F
Fax it.
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Description of work to be done (please be specific):
LA -t. or •F r A l l � 7 c i . c a . . . �It�l c , ( '�.4 t i 4 a r h ,t ,1 U, Al • , ..
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Fro spitaI
❑ Church ❑ Manufacturing ❑ Motel /Hotel P-Q ffice •
❑ School /College/University ❑ Other
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel Office
❑ School / College/University ❑ Other
Building Square Feet: M existing No. of Stories: Area of construction (sq ft): /4C:7
Will there be a change of use? ❑ yes 'ro If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ,536no .
Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITYOFTUK
Permit Center
6300 Seitthct'nter 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.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Hauling
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /I- lydrant (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 1f: Size(s): 0 Deduct O Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
❑ Flood Control Zone
d�
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 since.
Date application accepted:
•
Date application expires:
Ap"pli'cationtaken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
11/30/00
crpermii.duc
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CITYOFTUK
Permit Center
6300 Seitthct'nter 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.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Hauling
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /I- lydrant (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 1f: Size(s): 0 Deduct O Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
❑ Flood Control Zone
d�
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 since.
Date application accepted:
•
Date application expires:
Ap"pli'cationtaken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
11/30/00
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BUILDING OWNER OR
UT/I RIZ
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Signature:
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Date: 5 ZC ,
Print name:
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APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING:
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
SUI3MITTED
0-• Complete Legal Description .
4 . .
❑ + Metro: • Non-Residential Sewer 1 Use,Certification if is it N chatlge in the amount of_plunnbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Site Plan (including existing firl!liyd localiotf{sj, ;'
1. North arrow and scale
• • •' •''
•
• ,f i t.. .
Floor plan: show location of tenant space with proposed use of each room labeled a
•
•
Four (4)'sets of }vorkrng•draWings (five(5) sets for structural work), which include :
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
` » a.vr Recycle eon ction location and area calculations (cha a of use °Rl. ).
•1•Y�?"' .l� .'SD �T.:.'r'1 `. S�f � i , J ( 1 " �' t. °•1� +: At, �1•
6. Location and screening of outdoor storage (change of use only)
7..'. ;Limits of clearing /gradingwit istins p topography,at °2',intervals extendirig'5 V beWtt�d•proper�y'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
,.1;O.;+L04dscape,plen with irrigatj - gn;Od e,0ging trees be srObv.size andspec (,exteriorchan es.o K•change of.use
. -.
1 c 111..bcation and.gross floor area oft!?Xisting str.v.,4`ireuyilh dimens)vi.and sgtthack ,i -'a, ''t"� • -‘.1 % ,
1 2. Lowest finished floor elevation''(if in flood control zone) . `
r 1 1 3. See Public Works Checklist for detailed civil /site plan inforrnation required for Public Works Review. (Form H -9).
ly . .t+ ••!f• ., 14.00N • �. •'' i ..�+
• +t , ' - , !t•. }1 K ;D M, 71.4 „; • ,.4. .•'1 .' `,�,. 1+..•.7;r. .
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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.
0 indicate proposed construction of tenant space or addition and walls being demolished
❑ F E t i 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.
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 999 Third Avenue, Suite 700, 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 OwnerlAuthorizedAgent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State
of Washington;: a notarized letterr from the property owner authorizing the agent to submit this permit application and obtain the permit will
be reqiiiredas 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 THAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
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TY, OF ;1 UVWIL A. !+!p y Repr 1 rated . 08/02/01 15:52 TRANSMIT
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R' ANSMI1 Number 801 'Amount: 883137 08/02/01. 15.5)
p ayment Method: CHECK Notation: CROUP HEALTH CO In-it: sKsa
Perinit.'Wa: DOt -237 ' Type: DEVPERM DEVELOPMENT PERMIT
Pa ,NO ::73456()- '0430.
S ite Addr'es : 12501.. EAST MARGINAL WY S
Total Fees: 883.37
t.f17
aiV v mer�l: 883..:37 Total ALL Pints» 883.3
• f3 1 ar7ce : .00
1 * **A *;t.l *Fr:l: * *arA* gbh * * * *.A ** .**A*** . * *h* * * * *A *h *A * * * * * * *A * *A*
ecount. Code C}e,c:r•.ipt ic�ri Amount
i0 /<3??. 100 : a : ,. BUILDING NONRE5 532.65
) 00/345, »; 330 'FLAN :GHECL( - NOM(EB ,�± c346..22
(.. 00/386.104 STATE BUILDING SURCHARGE 4.50
Project'
of Inspection:
.
04.7 71_;/ 12 /
Address: .
Date .
called4 . .,
Date wanted: a.
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Special nstructions:
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INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO;;;..
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
(206)431-3670
COMMENTS:
z
D a t ePg-c
Approved per applicable codes. Corrections required prior to approval.
EINSPECTION E REQU ED. Prior to inspection, fee must be paid
Receipt No:
Date:
• AY • 41... .0+ . •
Project: /
Type of Inspection:
f.)
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ate ca led:
, 9 / /o
Special instructions:
id ._ ts
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I Date wanted: /
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Requester_ r
Phone: D5€ e l877.
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INSPECTION RECORD •
Retain a copy with permit '\
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION NO.
Approved per applicable codes.
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
(;)(4)?-) CtpprriveA
Inspector:
Date: of_ L776
0 $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:
�'.:�Cd.���aS'�u`. ��..,�, ~�� s a � ��= "^- a~ 1 . �� '`'�Y.7,�Y.l���M's�i�.�G:.:a.�
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Phone:
.:INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100,..TukWila,WA 9818
PERMIT NO.
(206)431-3670
CO ENTS:
•
Approved per applicable codes. El Corrections required prior to approval.
Date:
0 /
Ej $47.00 REINSPECTIO EEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Authorized Signature
City of Tukwila
Fire Department
•TUKWILA FIRE. DEPARTMENT
FINAL APPROVAL FORM
A5() ` E.c,S\ ' �Cmi�- L �`J� CI
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm: >e„_ c +NIA
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Thomas P. Keefe, Fire Chief
Permit No. b J 7 )
c �3 ofZI
Date
FINALAPP.FRM T.F.D. Form F.P. 85
John W. Rants, Mayor
Suite #
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439
Project Info
Project Address
GROUP WEALTH COOPERATIVE
Date 8/2/01
Allowed x Area
ADKINISTRATION SOUTH BWILDING
For building Department Uso
OPY
1.20
12501 EAST MARGINAL WAY soars
Applicant Name:
1S7 FLR SE
Applicant Address:
-_ .
Applicant Phone:
88.0
Location
(floor /room no.)
_
Occupancy Description
Allowed
Watts per ft
Area in ft
Allowed x Area
1s? FLR SE
OFFICE AREAS
1.20
1130.0
1356.0
1S7 FLR SE
CORRIDOR
0. 80
110.0
88.0
1ST FLR SE
cON7At r FLUORESCENT PENDANT
2
54.0
108. 0
" From Table 15-1 (over) - document all exceptions on form LTG - LPA Total Allowed Watts
1444.0
Location
(floor /room no.)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
1ST PLR Ss
LIMA* ' L2A* INDIRECT FLUORESCENT
5
58.0
290.0
19? FLR SE
12$ LIIQAR INDIRECT FLUORESCENT
3
175.0
525.0
1ST FLR SE
cON7At r FLUORESCENT PENDANT
2
54.0
108. 0
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
923.0
Location
Description
Allowed Watts
per ft or per tt
Area in ft
(or If for perimeter)
Allowed Watts
x ft (or x If)
Covered Parking
0.2 W/ft
Open Parking
0.2 we
Outdoor Areas
0.2 Wife
Bldg. (by facade)
0.25 W/ft
Bldg. (by perim)
7.5 Wilt
Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
-
Location
v v
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts
Compliance Option
FROM : AWA ELECTRICAL CONSULTANTS PHONE NO. : 425 774 9870
Lighting Summary
LTG -SUM
1997 warAngton State Nonresidential Energy Code Comolienoe Fame
19971 ' ington State Nonresidential Energy Code Corr ' °Tnce Form
Project Description I ❑ New Building Addition
Alteration Exceptions
(check appropriate box)
[.,] No changes are being made to the Lighting
Less than 60% of the fixtures are new, and installed lighting wattage is not being increased
Maximum Allowed Lit htin Wattage (Interior
Provosed Lighting Watta e (Interior) be used.
Maximum Allowed Lighting Wattage (Exterior
a
Alteration
Aug. 02 2001 11 :36AM P2
o Prescriptive 0 L Power Allowance 0 Systems Analysis
(See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.)
ballasts only, the default table in the NREC Technical Reference Manual ma
Use mfgr Iisted maximum input wattage. For rixtures wltn hard -wtreo oanas>s only,
Provosed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used.
rR�
Doliwz33
first Edeien • June. 1990
rctL VED
CITY OF TUKWILA
AUG 0 2 2001
PERMIT CENTER
Use'
LPA 2
(We)
Use'
LPA
(Wit')
L2
Paintirlo, welding,. carpentry, Machines hops
2.3
Poke and fire stations
Barber shops, beauty shops
2
Atria (abhrns)
1
Hotel bareuet/carlference/e ha 0 ° ''
2
AssembN spaces ° , audlttxlurrs, avmnesia ° , theaters
1
Laberattxks
2
Processplants
1
Aircraft repair hangars
1.5
Restaurants/bars
1
Cafeterias,fastfood estabrishments
1.5
R fail A'
1
Parades, workshops, handling areas
1.5
RetailB banking
1.5
Gas stadons. auto repair s hops
1.5
Laker and/or s honer facilities
0.8
Institutions
1.5
W anehauses ". store 4P. arms
0.5
_ • Libraries'
1.5
Aircraft storage hangars
0.4
Nursing homes
1.5
Parking garages
s" Set um 1732
W hdesaie stays (pallet rack shelving)
15
Mal concourses
1.4
,
Plans Submitted for Common Areas Only'
Sc heels btikdines, school classrooms, daycare centers
135
Common area, corridors, lobbies (except malt oorlcourse)
0.8
Laundries
1.3
Taletfaclities and washrooms
as
Office buidrgs,officetadministahe as in facilities of
outer use types (including but rot Imam, to schools,
hospitals, institutions, museum, Inks, churches)
1.2
Prescriptive Spaces
Occupancy;
O Warehouses. storage areas or aircraft storage hangers ()Other
Qualification Checklist
Note: It occupancy type is 'Other' and
fixture answer Is checked, the number of
fixtures in the space is not limited by Code.
Cleary indicate mese spaces on plans. If
not quelled, do LAA Calculations.
Lighting Fixtures;
U Check here if at least 95% of fixtures in the space meet all four criteria:
1. Fixtures are fluorescent, non - lensed. with only one or two lamps, and
2. Lamps are T-5, T-6, T -8 or PL, and 3. Lamps are 550 Watts, and
4. Ballasts are electronic ballasts
FROM : AWA ELECTRICAL CONSULTANTS PHONE NO. : 425 774 9870
1997 - `';hington State Nonresidential Energy Code Cc' - 'ance Form
Uigliting Summary (back)
LTG -SUM
1997 washinrpon stare Nonnrsklential Energy Code Compliena Forme
Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting
Footnotes for Table 15-1
1. In cases in which a use is not mentioned specifically, the Unit Power Allotitince shall be determined by the building official. This
determination shall be based upon the most comparable use specified in the table Sec Section 1512 for exempt areas.
2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty leer, unless specifically directed
otherwise by subsequent footnotes.
3. Watts per square foot of room maybe increased by two percent per foot of ceiling height above twelve feet.
4. For all other spaces. such as seating and common areas, use the Unit Light Power Allowance fa assembly.
5, Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet.
6. Includes pump at under canopy.
7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1,35 maybe used for
usable office floor area and 0.80 warts per square feet shall be used fcc the oommon areas, which may include elevator space, lobbyerca
and rest rooms. Common areas, as herein defined do not include mall concourses.
8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot.
9. For indoor spat tournament courts with adjacent spectator stating, the Unit Lighting Power Allowance fbrr the court area is 2.6 watts per
square foot
10. For both Retail A and Retail B, light fur free - standing display, building showcase illumination and display window illumination installed
within two feet of the window arc exempt
Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID
merchandise display illuminarics arc exempt
Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display
Iuminariee
11. Provided that a floor plan, indicating rack location and hcight, is submitted, the square footage fora warehouse may be defined, for
computing the intcricr Unit Lighting Power Allowance. as the floor area not covered by reeks plus the vertical face area (access side only)
of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks.
tw
Aug. 02 2001 11 37A P3
-T�
First Edition . June, 1996
ACTIVITY NUMBER: D01 -237 DATE 8 -02 -01
PROJECT. NAME: GROUP HEALTH — AOC CREDENTIALING
SITE ADDRESS: 12501 EAST MARGINAL WY S, BLDG B
XX Original Plan Submittal
Response to Correction Letter .#
DEPARTMENTS:
C� n
Buil ing Division
AwG --o)
Public Works I 1(...I
hi4 6-1-oi
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
\PRROUTE.DOC
5/99
n
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved n Approved with Conditionsn
REVIEWER'S INITIALS:
:PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
610 �
Fire Prevention I 1I
ittoc , S
Structural
Incomplete n
Structural Review Required
Approved with Conditions
Response to Incomplete Letter #
Revision # After Permit Is Issued
n
n
Planning Division
4 - I - °(
Permit Coordinator
DUE DATE: 8-07-01
Not Applicable
No further Review Required
DUE DATE 09 -04 -01
n
DATE:
Not Approved (attach comments) I I
DATE:
DUE DATE
Not Approved (attach comments) n
DATE:
' `. fit'• ", jjAy ags7 9'�"e`i4�+iih�. r " 51 }TaEC'p,
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ACTIVITY NUMBER: D01 -237 DATE: 8 -02 -01
PROJECT NAME: GROUP HEALTH - AOC CREDENTIALING
SITE ADDRESS: 12501 EAST MARGINAL WY S, BLDG B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route n Structural Review Required
REVIEWER'S INITIALS:
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
\PRROUTE.DOC
5/99
REVIEWER'S INITIALS:
PLAN REVIEW /ROUTING SLIP
Fire Prevention n Planning Division
Structural
Incomplete n Not Applicable ri
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Conditions
k 6"—
Fl
Permit Coordinator
DUE DATE: 8-07-01
No further Review Required
DATE:
DUE DATE 09 -04 -01
Not Approved (attac co ments)
DATE:
DUE DATE
Approved Approved with Conditions Not Approved (attach comments)
n
n
cA/
DATE:
PERMIT NO.:V 0 1 237
BUTLI3TNG'PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre- Mvfove Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA lnspection/tvlpdular Struct
❑ 00071 Mobile Home Tic Down Insp
❑ 00072 Marriage Lines
❑ 00090 Resteel
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
O 00400 , Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
❑ . 00610 Chimney Installation /All Types
00700 Framing
00750 Roof /Ceiling Insulation
O 00800 Floor Insulation
O 00801 Wall lnsulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
00815 Lighting and Controls
00900 Suspended Ceiling
1000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01 110 Pre -Move Inspection
❑ 01115 Motor Inspection
O 01120 Pre -Demo
❑ 01140 Pre - reroof
01400 Final -Fire
01700 Final - Building
❑ 01900 Final- Rcroof •
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special - Mom/Resist Conc Frame
❑ 04003 Special -Reinf Steel Prestress
❑ 04004 Special- Welding
❑ 04005 Special- High- Strength Bolting
❑ 04006 Special - Structural Masonry
❑ 04007 Special -Reinf Gypsum Concrete
❑ 04008 Special- Insulating Conc Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special - Piling, Piers, Caissons
❑ 04011 Special - Shotcrete
❑ 04012 Special- Grading, Excav/Fill
❑ 04013 Special - Retaining Wall
❑ 04014 Special - Panels
❑ 04015 Special -Smoke Control System
TENANT NAME: COY [ - AO 1�
CONDITIONS
0001 No changes to plans unless approved by Bldg Div
❑ 0010 Special inspection required, notify Bldg Div
001 1 Special inspector shall submit final signed report
0012 New ceiling grid & light fixture shall meet lateral
bracing
0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & calcs shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying fire
retardant class of roof
0019 All construction to be done in conformance w /approved
plans
❑ "No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall be provided for this project .
❑ 0021 All food preparation establishments must have King Co
❑ 0022 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building Division prior to placing any concrete
❑. 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
❑ 0026 All structural masonry shall be special inspected
0027 Validity of Permit
0 ,0028 Rack storage requires separate permit
0003 Electrical permits obtained through L & I
0030 No occupancy of building until final insp by Bldg Div
❑ 0032 Remove all weeds, concrete, stone foundations, flat
concrete
❑ 0036 Manufacturers installation instructions required on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact PW Div to obtain insp For water /sewer connect
❑ 0038 A C of O will be required for this permit
❑ 0039 Final approval for all TI w /in the limits of the SC Mall
0004 All mechanical work shall be under separate permit
a 00401 All construction noise to be in compliance with 8.2 TIM
0041 Ventilation is required for all new rooms & spaces
0005 All permits, insp records & approved plans available
❑ 0006 All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high- strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 003 l Comply with requirements of TIM 16.04
❑ 0034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ "Reroot"
Plan Reviewer:1
Permit Tech:
Date: f�(
Date: '1 -0/
3iv;�u5,i;'.+Fr z
lNJYB }.iV1�lI%NN1L4
ACTIVITY NUMBER: D01 -237 DATE: 8 -02 -01
PROJECT NAME: GROUP HEALTH -- AOC CREDENTIALING
SITE. ADDRESS: 12501 EAST MARGINAL WY S, BLDG B
XX : Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ri
Comments:
TUES /THURS ROUTING:
Please Route ri Structural Review Required No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved n roved with Conditions
REVIEWER'S INITIALS: 5
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
n
n
Fire Prevention
Structural
Incomplete
Planning Division
Permit Coordinator
DUE DATE: 8-07-01
Not Applicable n
DUE DATE 09 -04 -01
Not Approved (attach om ents)
DATE: Ud )
Pi
n
Ka; MAW it
siGaw�;�iAi}�..
DEPARTMENTS:
Building Division
Public Works
n
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -237 DATE: 8 -02 -01
:PROJECT NAME: GROUP HEALTH AOC CREDENTIALING
SITE ADDRESS: 12501 EAST MARGINAL WY S, BLDG B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued.
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete rgl Incomplete n
Comments:
TUES /THURS ROUTING:
Please Route n Structural Review Required n No further Review Required
REVIEWER'S INITIALS: DATE: 3/7/
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
WRROUTE.DOC
5/99
Approved with Conditions
REVIEWER'S INITIALS:
Fire Prevention pi Planning Division
Permit Coordinator
DUE DATE: 8-07 -01
DUE DATE 09 -04 -01
n
Not Applicable n
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
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DEPARTMENTS:
Building Division n
Public Works
Complete El Incomplete n
APPROVALS OR CORRECTIONS: (ten days)
REVIEWER'S INITIALS:
\PRROUTE.DOC
5/99
Fire Prevention
Structural
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D01 -237 DATE: 8 -02 -01
PROJECT NAME: GROUP HEALTH - AOC CREDENTIALING
SITE ADDRESS ": 12501 EAST MARGINAL WY S, BLDG B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
Planning Division
n Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-07-01
Not Applicable n
Comments:
TUES /THURS ROUTING:
Please Route n Structural Review Required No further Review Required
REVIEWER'S INITIALS: DATE: 8 7•
DUE DATE 09 -04 -01
Approved n Approved with Conditions n Not Approved (attach comments)
r
DATE:
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions n Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
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0001743 AT
•• STATE Of
WASHINGTON
ORGANIZATION TYPE
DOMESTIC PROFIT CORPORATION
SELLEN CONSTRUCTION CO., INC.
227 W LAKE AVE N
PO BOX 9970
SEATTLE WA 98109
DOMESTIC PROFIT CORPORATION
RENEWED-BS AUTHORITY OF SECRETARY OF STATE
GISTERED TRADE NAMES:
SELLEN CONSTRUCTION CO, INC
UNIFIED BUSINESS ID #: 578 006 698
BUSINESS ID # 001
EXPIRES : 07 -31 -2002
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F625.052 -000 (8/97)
DEPARTMENT OF LABOR AND INDUSTRIES
Cathy Epperson
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
. REGIST #. EXP. DATE
SELLEC *372ND 06/01/2002
EFFECTIVE DATE . -,- •
SELLEN.CONSTR CO INC
PO BOX 9970
SEATTLE WA 98109
I. certify that the above registration number is true and accurate as a sworn notary
in the City of Seattle, State of Washington, County of King.
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WASHINGTON STATE NON - RESIDENTAIL ENERGY
CODE DATA
ENVELOPE SUMMARY
LIGHTING SUMMARY
MECHAINCAL SUMMARY
NO CHANGE
MECH. UNDER SEPERATE PERMIT
LEGAL DESCRIPTION
PROVIDED BY 'LIGHTING POWNER ALLOWANCE
METHOD. SEE LIGHTING CALCULATIONS.
BELOW TOTAL WATTS FOR INTERIOR = OK
Parcel 1:
Lot 4 of Short Plat No 785018, according to the Short Plat recorded under King County
Recording No. 8603240930:
TOGETHER with the North half of vacated South 124th Street lying East of the Southerly
production of the East line of Lot 9 in Black 4, sold subdivision and Westerly of the
Southerly production of the East line of said Lot 4 of the Short Plot:
Situate in the City of Tukwila, County of King, Stoke of Washington_
Parcel 2:
North 300 feet of the West hull of Tract 27 of Riverside Interurban Tracts, os per Plat
corded in Volume 10 of Plats, page 74, records of King County.
TOGETHER F41Th all that port of Lots 1 and 2 in Block 5 "Riverton ", a replace of part of
Riverside Interurban Tracts, as per Plot recorded in Volume 13 of Plats, page 36, Records
of King County, lying Westerly of a line described as follows:
BEGINNING at a point on the Westerly boundary of said Lots 1 and 2, said point being 100
feet distant Southerly from the Northwest co r of said Lot 1;
THENCE Northeasterly to a point on the Northerly boundary of said Lot I, said paint being
30 feel distance Easterly from the Northwest comer of said Lot 1 and the end of this
line description;
TOGETHER WITH the South half of vacated South 124th Street, lying Westerly of the
Southerly production of the East line of Lot 9 in Block 4of "Riverton ", a replat of part
of Riverside Interurban Tracts, as per Plat recorded in Volume 13 of Plots, page 36 and
Easterly of the Southerly production of the West line of Lot 12, said Block 4;
Situate in the City of Tukwila, County of King, State of Washington.
Parcel 3:
Lots 9 to 16, inclusive, vacated Block 4 in the plat of "Riverton ", a replat of Riverside
Interurban Tracts, recorded in Volume 13 of Plats, page 36;
TOGETHER WITH vacated South 123rd Street adjoining to the North and together with the
North half of vacated 124th Street, lying West of the Southerly production of the East
line of said Lot 9 in Block 4;
Situate in the City of Tukwila, County of King. State of Washington.
Parcel 4:
Lots 1 through 8, inclusive, in Block 5 and Lots 1 through 8, inclusive, and Lots 25
through 32, inclusive, in Block 6 of "Riverton ", a replat of Riverside Interurban Tracts,
as per Plat recorded in Volume 13 of Plots, page 36, Records of King County,
TOGETHER MN that portion of vacated 34th Avenue South vacated by Ordinance No. 8689 on
October 10, 1988, lying between said Blocks 5 and 6;
TOGETHER WITH that portion of the South half of vacated South 124th Street' that portion
of the North half of vacated South 125th Street and that portion of the Eat half of
vacated 34th Avenue South, which, pursuant to King County Ordinance No 8893, attached to
said parcel by operation of law
EXCEPT THEREFROM that portion of Lots 1 and 2 in Block 5 of R t ° a replat of part
of Riverside Interurban Tracts as per Plot recorded Volume Volurne 13 of Plots, page 36,
Records of King County. lying Westerly of a line described s follows:
BEGINNING at o point on the Westerly boundary f said Lots 1 and 2, said paint being 100
feet distant Southerly from the Northwest corner of said Lot 1
THENCE Northeasterly to a point on the Northerly boundary of said Lot 1, said point being
30 feet distant Easterly from the Northwest corner of said Lot 1 and the end of the line
description;
AND EXCEPT the South 30 feet of Lots 8 and 25 in said Block 6 conveyed to King County
for South 125th Street by Deed, recorded under Recording No. 8810200800,
AND EXCEPT the Easterly 10 feet of Lots 1 through 8 in said Block 6, conveyed to the City
of Tukwila by Deed recorded under Recording No. 9203260787;
Situate in the City of Tukwila, County of King. State of Washington.
Parcel 5:
That portion of the Northeast quarter of the Southeast quarter of Section 9, Township 23
North, Range 4 East, W.M., lying Easterly of the Easterly margin of Primary Stale Highway
Na. 1 (SST ?99).
Parcel
Lot 1 of Short Plat No 785018 according to the Short Plat recorded under King County
Recording No. 8603240930,
Situate in the City of Tukwila. County of King State of Washington
Parcel 7:
Lot 2 of Short Plot No. 785018 according to the Short Plat recorded under King County
Recording No, 8603240930,
TOGETHER WITH that portion of the North half of vacated South 124th Street lying East of
the Southerly production of the West line of sod Lot 2 of the Short Plat and Westerly of
fine being 30 feet West of and parallel with the Northerly extension of the centerline
of 35th Avenue South os located by the Plat of Riverton;
AND TOGETHER with that portion of vacated 35th Avenue South adjoining, as vacated under
City of Tukwila Ordinance No. 1572, recorded under Recording No. 9009171032, which, upon
vacation, attaches to said property by operation of law;
Situate in the City of Tukwila, County of King, Slate of Washington.
Parcel 8:
Lot 3 of Short Plat No, 785018, according to the Short Plot recorded under King County
Recording No. 8603240930;
Situate in the City of Tukwila, County of King, State of Washington.
Parcel 9:
Lots 9 through 17, inclusive in Block 5 of "Riverton ", a replat of part of Riverside
Interurban Tracts, as per Plot recorded in Volume 13 of Plats, page 36, Records of King
County,
TOGETHER WITH the West half of Tract 27 of Riverside Interurban Tracts, as per Plat
recorded in Volume 10 of Plats, page 74, Records of King County,
AND TOGETHER WITH the West 100 feet of Tract 38, Riverside Interurban Tracts, as per Plat
carded in Volume 10 of Plats, .page 74, Records of King. County.
EXCEPT from the above — described parcels the following
EXCEPT the North 300 feel of said Tract 27;
AND EXCEPT those portions of said Lots 13 through 17, inclusive, and said Tract 38 lying
Southerly of the following described line:
BEGINNING at the intersection of the South line of said Tract 38 with the Easterly line
of Pacific Highway South as conveyed to the State of Washington by Deed recorded under
Recording No. 1996812:
THENCE North 12? 23' 12" West along said Easterly line 203.50 feet to the POINT OF
BEGINNING of said described line;
THENCE parallel with the South line of said Block 5, South 89? 21' 12" East to the East
line of said Black 5 and the terminus of said described line;
TOGETHER WITH that portion of the West half of vacated 34th Avenue South, which attached
to said portion of said Block 5 by operation of law;
AND TOGETHER with that portion of the Southeast quarter of the Southeast quarter of
Section 9, Township 23 North, Range 4 East N.M., described as follows:
BEGINNING at the Northeast corner of said subdivision;
THENCE North 89? 26' 44" West along the North line of said subdivision 172,6 feet, more
or less, to the East margin of Primary State Highway No, 1, SSR 99, Pacific Highway South;
THENCE Southeasterly along said margin to the East line of said subdivision;
THENCE North 01? 45' 40 East along said line to the TRUE POINT OF BEGINNING;
EXCEPT that portion lying Southerly of a line described as follows:
BEGINNING at the intersection of the Easterly margin of Primary State Highway No. 1 (SSR
99) with the East line of said Section 9;
THENCE North 12? 23' 12" West along said Easterly highway margin a distance of 50 feet to
the TRUE POINT OF BEGINNING of said described line;
THENCE South 89? 21' 12" East parallel with the South line of Block 5 in Riverton, a
replat of part of Riverside Interurban Tracts, as per Plat recorded in Volume 13 of
Plats, page 36, Records of King County, to the East line of said Section 9 and the
terminus of said line;
Situate in the City of Tukwila, County of King, State of Washington.
Parcel 10:
Those portions of Lots 13 through 17, inclusive in Block 5 of ° Riverton , o replat of
part of Riverside Interurban Tracts, as per Plat recorded in Volume 13 of Plats, page 36,
Records of King County, lying South of the following described line:
BEGINNING at the intersection of the South line of said Tract 38, with the Easterly line
of Pacific Highway South, as conveyed to the Stale of Washington by Deed recorded under
Recording No. 1996812;
THENCE North 12? 23' 12" West along said Easterly line 153.50 feet to the West line of
said Tract 38;
THENCE CONTINUING North 12? 23' 12" West along said Easterly line 50.00 feet;
THENCE parallel with the South line of said Block 5, South 89? 21' 12" Eost to the East
1 e of Tract 38 and the TRUE POINT OF BEGINNING of said fine; ;
THENCE CONTINUING South 89? 21' 12" East to the East line of said Block 5 and the
terminus of d line;
TOGETHER WITH that portion of the West half of the cated 34th Avenue South, which
attached to id Parcel by operation of low,
(AI ,k as Parcel A of Lot Line Adjustment No 89 6 -BLA recorded under Recording No.
8908161260)
Situate the City of Tukwila County of King, State of Washington
Parcel It
The North 5 feet of Tract 1; and all of Tracts 2, 13, 14, 15, and 16, Donaldson Addition,
as per Plat recorded in Volume 20 of Plats, page 46, Records of King County,
TOGETHER WITH the West 60 feel of the East 220 feet of the South 115 feet of the North
145 feet of Tract 37, Riverside Interurban Tracts, as per Plat recorded in Volume 10 of
Plats, page 74, Records of King County,
AND TOGETHER with that portion of the South half of vacated South 125th Street and of the
East half of vacated 34th Avenue South, which attached to said Parcel by operation of
law;
Situate in the City of Tukwila, County of King, State of Washington.
GENERAL NOTES
GENERAL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES.
2. HE CONTRTOR SHALL N
IDEMNIFY AND HOLD THE OWNER /ARCHITECT /ENGINEER HARMESS FOR INJUY OR DEATH TO PERSONS OR FOR
DAMAGE TO AC PROPERTY CAUSED DY 1HE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTLS, EMPLOYEES, R 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 PERMITS 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 NE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT
KNOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY
THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING 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 SHOWN ON ME DRAWNGS AND ACTUAL FIELD MEASUREMENTS.
NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND.
4, COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK
OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS,
FIRE PROTECTION
1. SIRE PROTECTION ALTERATIONS DESIGN —BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAWNGS TO ALL CODE OFFICALS AND FIRE MARSHALL,
2. PROVIDE 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. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING CODE AND LOCATE PER PRE MARSHALL'S DIRECT/N.
1 FIRE EXTINGUISHER PER 3,000 S.F. OF 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 CCRRMUNICA11ONS CONDUITS, PIPED AND SIMILAR SYSTEMS PER UNIFORM BUILDING CODE SECTION 302(4
6, FIRE STOPPING: GROUP HEALTH COOPERATIVE REQUIRES SPECSEAL PRODUCTS BE USED IN CONFORMANCE TO SPECIFIED
TECHNOLOGIES INC.,
7. PROVIDE QUICK RESPONSE SPRINKLER HEADS, TYPICAL THROUGHOUT— TO MATCH BUILDING STANDARD. SPRINKLER HEADS TO BE
COMPONENT OF EVACUATION ASSISTANCE PROVISION WITH SUBMITTED EMERGENCY PLAN IN LIEU OF AREAS OF EVACUATION
ASSISTANCE PER WAG 51 -40 -1104,
CONSTRUCTION
1. CONTRACTOR
R EXISTI SHALNG CL INVESATE
N PRIO AND TO V INNING LOCATHE TIS ORK. OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND
OTHE ONDITIOR ONW
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS,
THERE SHALL BE NO EXP PIP CONDUITS, DUCTS, VENTS, TC
FINISHED, UNLESS NOTED AS OSED EXPO SED ON CONSIRUCRON DRAWIENGS. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND
4. OFFSET STUDS WHERE REQUIRED SO THAT PNISH WALL SURFACES WILL BE FLUSH.
5. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS,
6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REWIRED ROUGH —INS,
AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING RUNS
7. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR MERE WOOD
COMES INTO CONTACT WM CONCRETE OR SOIL,
8. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED. TO NE ATTENTION OF THE ARCHITECT:
CEILING
1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEILING FINISH SURFACE
FINISHES
1. ALL PAINT AND WALLCOVERINGS SHALL BE APPLIED IN ACCORDANCE WTI THE MANUFACTURER'S RECOMMENDATIONS.
2. PREPARE FLOOR PER MANUFACTURERS RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR
FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS
MECHANICAL ,Sc ELECTRICAL
I. ELECTRICAL & MECHANICAL SYSTEMS UNDER SEPERATE PERMIT.
2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE, WTH APPLICABLE CODES AND STANDARDS.
AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS:
3. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY NE ARCHITECT OR OWNERS PROJECT MANAGER,
4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT,
DRAWING INDEX CODE INFORMATION
ARCHITECTURAL
AC Cover Sheet
A2.1 Floor Plan - Overall 1st & 2nd
A2.3 Floor Plan
A10.1 Details
ELECTRICAL
MP Electrical Symbols & Abbreviations
E1.i 1st Floor Lighting Plan - East
E1./ 1st Floor Power Plan - East
1, BUILDING ADDRESS
2. JURISDICTION
3. LAND USE ZONE
4. BUILDING CODE
5. CONSTRUCTION TYPE
6. OCCUPANCY GROUP
7. SCOPE OF WORE
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 /NEPA 101 LIFE SAFETY CODE 1991
WASHINGTON STATE DEPT. OF HEALTH (D.O.H.)
WASHINGTON STATE W.A.C. CHPTS 11,13, 20
WASHINGTON STATE ARE 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
TUKWILA ARE MARSHAL FOR APPROVALS.
ANY AMMENDMENTS TO THE UBC BY THE CITY
OF TUKWILA.
SITE PLAN
SCALE: r
aD
NORTH
AREA OF WORK
BUILDING "B"
1ST FLOOR
12400 E. MARGINAL WAY S.
Seattle, Washington 98124
CITY OF TUKWILA
MICA LIGHT INDUSTRY
1997 UBC w/ WA. STATE AMENDMENTS - SEE BELOW
TYPE 5 -N PJLLY SPRINKLERED
NEW CONSTRUCTION
INTERIOR TENANT IMPROVEMENTS ONLY
3,193 S.F. OFFICE SPACE 150 FLOOR
FILE COPY
I understand that the Plan Check approvals are
subject to errors antl omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged,
SEPARATE PERMIT 1
REQUIRED FOR:
2
11 ELECTRICAL
j,,-...., PPLUM BING
l�cx`AS PIPING
CITY OF TUKWILA
BUILDING DIVISION
�A®BSou°T �oA
E ° sc o R � s E �wo� eut p og vl s larl
f _TM ,,OVAL � 5 W1LL�WIPE -A -NEW P,1 °far F,... _.
DF . ryEWSIDH .,Jac. RODR1a:iAt �'
1por 2
37
PROJECT TEAM
Owner:
Group Health Cooperative
521 Wall Street
Seattle, WA 98121
206/988 -2713
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
Electrical:
AWA Electrical Consultants
19015 - 36th Avenue West Suite H
Lynnwood, WA 98036
425/775 -1799
Project Mgr: Jim Weber
PARKING CALCS
BUILDING A:
OFFICE 28,564 S.F.
MANUFACTURING 53,048 S.F.
TOTAL
BUILDING B
OFFICER 28,564 S.F, 3 5.F,
MANUFACTURING 53,048 S.F. 1/1,000 S.f.
TOTAL
PARKING PROVIDFD:
BUILDING A:
STANDARD
COMPACT
HANDICAPPED
TOTAL'PRONDED
BUILDING B:
STAN
COMPACT DARD
HANDICAPPED
TOTAL PROVIDED (RATIO, 4.3 /1,000)
;AMU:
87 STALLS
1/1.000 S.F. 54 STALLS
141 STALLS
87 STALLS
54 STALLS
141 STALLS
EXISITNG PARKING TO REMAIN
NO CHANGE = PARKING OK
370 STALLS
34 STALLS
STALLS
412 STALLS
264 STALLS
88 STALLS
8 STALLS
360 STALLS
R
a1YY , U
,1C,71(47 CFrtT:R.
bat - 231
SHEET
C9T5650
A - xander J. Clark
TE OF WASHINGTON
revisions
sheet title
COVER
sheet
O Group
Health
Cooperative of Puget Sou
a) L
y� qg
N c 0
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Cl
o_ A
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ai
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Q W . cd
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0 Q 8 F-
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project
360109
date
AC
FP-2.DWG
OVERALL. I ST FLOOR FLAN
FP-1.DWG
0
OVERALL 2ND FLOOR PLAN
SCALE: 1"= 16'-0"
SCALE: 1"= 16'-0"
SPACE NO± OCCUPIED
AREA OF WORK
LEGEND
t RATED
'44g4"
E
60 Group
1 Health
Cooperative
of Puget Sound
Project it:
C9[5650
E
revisions
sheet
A2.1
project no.
360109
date
sheet title
OVERALL ..
FLOOR PLAN
mmoiniwz.;.-Am.ip■mmim
now
MINIM
OFEI
REFLECTED CEILING PLAN NOTES
1. AT ALL °FACES AND CONFERENCE ROOMS PROVIDE 6" ACOUSTICAL
BATT. TO EXTEND 24" PAST EA. FACE OF WALL, .D ON CEILING TILE.
2. EXISTING CEILING TO REMAIN.
WALL TYPES
EXISTING WALL TO REMAIN
E EXISTING 1 HOUR RATED WALL TO REMAIN
L EXISTING EXTERIOR STOREFRONT SYSTEMIO REMAIN
M INTERIOR PARTITION I HOUR RATED 31/2" METAL STUDES @ 16"
w/ 5/e T1PE X GWB EACH SIDE IN/ ACOUSTICAL BATT
INSULANON - FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM 018
0.C. EXTEND TO STRUCTURE' ABOVE
M INTERIOR PARTITION - NON7RATED 3 1/2* METAL STUDES 16' 0.C.
W/ 5/8" TWE "X" GAB EACH SIDE WI ACOUSNCAL BATT INSULANON
- FULL HECHT SECURE TRACK AT BOTTOM 0 18 0.C. SECURE TOP
OF WALL CEIUNG MAIN RUNNER. SEE DETAIL 5/A10.1
E INTERIOR PARTITION - NON-RATED 3 1/2" METAL STUDES 0 16' 0.C.
W/ 5/8 TYPE "X" GWB EACH SIDE VI/ ACOUSTICAL BATT INSULANON
- FULL HIEGHT SECURE TRACK AT TOP AND BOTTOM 18" 0.C.
EXTEND WALL TO STRUCTURE ABOVE
FLOOR PLAN NOTES
1. EXISNNG TENANT SPACE AND CONFIGURANON TO REMAIN UNDISRIRBED.
LEGEND
- EXISTING WALLS TO REMAIN
WALLS TO BE REMOVED
-= PARTITIONS
PARTIAL HEIGHT PARTITIONS -
SEE WALL TYPES
=== WALL PARTITIONS
1 HOUR RATED WALL
A =
EV�
1 jr
C°RR C7 HR RATED CORRIDOR -›
(E100)
EMI
Group
Health •
4: Cooperative
of Puget Sound
c P r 6 c t
s J. Clark
project no.
360109
date
revisions
7
sheet title
FLOOR PLAN
sheet
A2.3
0
VERTICAL 12 GA HANGER SPACED
4' -0" O.C. ALONG MAIN RUNNER TO
STRUCTURE ABOVE.
(4) 12 GA WIRES SECURED TO MAIN
RUNNER WITHIN 2" OF CROSS RUNNER
SPLAYED 90 DEG. FROM EA OTHER, N.T.E.
45 DEG. FROM CLG PLANE. HORIZONTAL
RESTRAINT POINTS SHALL BE PLACED
12' -0" O.C. IN BOTH DIRECTIONS, W/
THE FIRST POINT WITHIN 4' -0" FROM
EA WALL. SECURE TO STRUCTURE
ABOVE.
MAIN RUNNER
A.C.P.
CROSS RUNNER
0 ACP SWAY BRACE DETAIL
NOTE:
CONFORM TO UBC
STANDARD 25 -2
REFERENCE TABLES
R2 R1
DOOR FRAMES & TYPES
DOR_TYP.DWG
N.T.S
5 EXTERIOR WINDOW MULLION
1.05. OWO
SOLID CORE WOOD DOOR
NON -RATED
D4
Z' 0'
SPLAYED BRACING WIRES
SEE
VERTICAL STRUT
CAPABLE OF STING
OR
VERTICAL LOADS RESI
"EMT" SLEEVE -
DRILL 5/32" HOLE AND
INSTALL 1/8" BOLT AND
LOCKING NUT TO SECURE
ES ONE TUBE TO THE OTHER
LAP TUBES 4" MIN. IN
FULLY EXTENDED
POSITION
NOTE:
CONFORM TO UBC
STANDARD 25 -2
REFERENCE TABLES
ACP SWAY BRACE DETAIL
O o„�s,.ow N.T.S.
SCALE: 1"= 1' -0"
WOOD FRAME
NON RATED
/2
MATCH PER.
PARTITION
CD DOOR HEAD / JAMB SIM.
SCALE: 3 "= 1' -0"
NON -RATED
I ' TYP.
1111111111111111111111111111111111111111111111111111 I,
1/2" SPACE - - -�
CONT. "L" METAL TRIM W/
PAPER WING
CONT. 3 1/2 "'X 2" METAL
TRACK W/ (2) X10 SCREW'S
16" OC. - PAINT XTERIOR
FLAT BLACK
BRACE JAMB @ \
LATCH TO
STRUCT. ABOVE.
CONT. 25 GA. SI. RUNNER
CHANNEL ANCHOR TO FLOOR ®.
18" O.C.
2" X 1/8" FOAM TAPE -
CONT.
O WALL SECTION
6 WAL— SEC.DWG
B'
SPACE BETWEEN
ROUGH OPENINGS
TYP.
NON -RATED
NON -RATED
5/8" GWB EA. SIDE
3 5/8" M.. STUDS, TYP.
U.N.O.
SEE PARTITON TYPES
BLOCKING
WOOD FRAME - THROATED
TYPICAL DETAIL LOCATIONS AT
SEPARATE DOOR /RECITE FRAMES
DOOR, REFER TO SCHEDULE
RATED
1/4" GLAZING
PER SCHEDULE
WOOD STOP
0 RELITE HEAD / JAMB SIM.
SCALE: 3 "= 1' -0"
(2) 12 GA. WIRES 0 8' -0" O.C.
OR TO RESIST 5 PSF. TRANSVERSE
LOAD. ATTACH WITH HAND WRAPPED
TIGHT LOOPS. ATTACH TO STRUCT. 0/
POWER DRIVEN OR EXPANSION TYPE
ANCHORS.
ACOUSTICAL BLANKET (2' -0" EA. SIDE
OF PARTITION WALL) ON ACOUSTIC'.
CEILING 8, OFFICE, TYPICAL
ATTACH TO MAIN RUNNER PARALLEL.
OR PERPENDICULAR TO PARTITION.
FOAM TAPE - CONT.
3 1/2" X 25 GA. GALV. MTL
STUDS 0 16' O.C. W/ 5/8"
TYPE "X" GWB W/ 3 1/2"
ACOUSTICAL BATT INSUL.
4` RUBBER BASE MATCH
FACILITY STANDARD EA. SIDE
FLOOR FINISH TO MATCH
EXISTING'.- VERIFY WITH
OWNER
SEE PARTITION
BLOCKING TYPES
PARTITION AS SCHEDULED
WOOD FRAME - THROATED
FRAME OPENING
CEILING HT PER PLAN
SCALE: 3/4 "=
I. ALL DOORS OPENING TO CORRIDORS SHALL
HAVE CLOSERS AND SMOKE GASKETS.
2.. ALL HARDWARE SHALL BE LEVER HARDWARE.
& RATED PER DOOR SCHEDULE FOR DOOR.
ASSEMBLY. ALL HARDWARE SHALL CONFORM TO
THE 97' UBC CHAPTER II AND THE
WASHINGTON STATE AMENDMENTS.
3. ALL GLAZING TO BE TEMPERED PER CODE UBC
SECTION 2406.
4. AT RECITES AND DOORS SET FRAME 4' FROM
CORNER OF WALL INTERSECTION. TYP, U.N.D.
5, CONTRACTOR TO BRACE TOP OF WALL TO
STRUCTURE ABOVE AT STRIKE SIDE OF JAMB, .
TYP U.N.O.
6.. ALL RATED DOORS AT CORRIDORS. SHALL
HAVE 'S' RATING LABEL - AS REQUIRED
D01
SCALE: 1 /4 "= 1' -0"
■_
Group
t Health
of Puget Sound
Project 1:
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revisions
sheet tine
DETAILS
sheet
project no.
360109
date
A10.1
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
LAMPS
MANUFACTURER
F1
9.6'W LINEAR DIE FORMED STEEL FIXTURE W 2 ITH (AMPS IN
CROSS SECTION. PENDANT MOUNTED TO 6'-6° AFF PROVIDE VMTH
WH ITE FINISH. LENGTH AS SHOWN ON PLAN
32WI8
(2) LAMPS
PER g
SECTION
FlNBITE SERIES 8
PRONDE END CAPS WHERE SHOWN
ON DRAWING
NOTE MATCH BUILDING STANDARD
Fz )
PENDANT MOUNTED FIXTURE WITH INDIGO GLASS REFLECTOR AND
EXTRUDED ALUMI NUM CANOPY WITH HAMMERTONE FINISH. PENDANT
MOUNT TO 6' -6 AFF.
1 -26W
TRIPLE TUBE
DELRAY
#2362HX -262E
NOTE MATCH BUILDING STANDARD
PROJECT NOTES
CONDUIT AND CONDUCTORS FOR BRANCH CIRCUITS, IN GENERAL. HAVE NOT BEEN
SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL NECESSARY
WIRE AND CONDUIT FOR A COMPLETE SYSTEM. HOMERUN FROM FIRST DEVICE TO
PANEL SHALL PE INDICATED ON AC -BUILT DRAWINGS.
COORDINATE MECHANICAL EQUIPMENT REQUIREMENTS. (LOCATION. CONNECTION,
CONTROL, LOAD, ETC.) WITH DIVISION 15 CONTRACTOR PRIOR TO ROUGH -IN.
PROVIDE ALL CONNECTIONS AND CONTROL WIRING AS REQUIRED.
COORDINATE LIGHTING FIXTURE TYPES WITH ARCHITECTURAL REFLECTED CEILING
PLAN PRIOR TO ORDERING.
DRAWINGS AREA PRODUCT OF AS -BUILT DRAWINGS. UNFORESEEN SITE CONDITIONS
MAY EXIST.
10
CONSTRUCTION FLAG NOTES
T EXISTING 24' INDIRECT LIGHT FIXTURE, REUSE 12' SECTION AND ADD A NEW B' SECTION
TO PROVIDE A 16' LIGHT FIXTURE AS SHOWN. EXISTING 12' UNUSED SECTION TO BE
TURNED OVER TO OWNER.
D RELOCATE EXISTING EXIT SIGN AND EMERGENCY LIGHT PACK AS SHOWN AND RECONNECT.
D EXISTING 12' INDIRECT LIGHT FIXTURE, RELOCATE IF NECESSARY TO CENTER BETWEEN
NEW FILES ROOM WALL AND EXTERIOR WALL.
4 . EXTEND CIRCUIT TO (2) NEW TYPE F2 LIGHT FIXTURES AND MAKE CONNECTIONS.
D RELOCATE EXISTING FIRE ALARM HORN /STROBE AS SHOWN AND RECONNECT.
6D EXISTING PANEL 'P4B', PROVIDE AND INSTALL (4) NEW 20A -1P CIRCUIT BREAKERS IN
SPACES 27, 29, 32, AND 34 AND PROVIDE CONNECTIONS TO NEW RECEPTACLE
CIRCUITS AS SHOWN.
[ EXISTING PANEL 'P3', PROVIDE CONNECTION TO EXISTING SPARE 20A -1P CIRCUIT BREAKER
P3/2 FOR NEW LIGHTS AS SHOWN.
10
SYMBOL LEGEND
PENDANT MOUNTED FLUORESCENT LTG. FIXT. W /ROUNDED END CAPS
0 PENDANT MOUNTED COMPACT FLUORESCENT LIGHT FIXTURE
E EXISTING EMERGENCY LIGHTING BATTERY UNIT
$ SINGLE POLE SWITCH
I§] OCCUPANCY SENSOR SWITCH
Ft INDICATES LIGHTING FIXTURE TYPE
DUPLEX RECEPTACLE
C DUPLEX RECEPTACLE DEDICATED FOR COMPUTER USE,
PROVIDE SEPARATE #10 NEUTRAL WIRE
It COMBINATION DATA /TELEPHONE OUTLET - PROVIDE
BACKBOX AND STUB 3/4 "C. UP TO ACCESSIBLE
CEILING SPACE.
EXISTING FIRE ALARM HORN STROBE UNIT
INDICATES EXISTING DEVICE OR FIXTURE
PENDANT MOUNTED FLUORESCENT LIGHTING FIXTURE
IST FLOOR FLAN - POWER AND DATA
E1.1,DWG SCALE: 1 " 8' -0
NOR
1ST FLOOR FLAN LIGHTING
E1.1.DWG
SCALE: 1"- 8' -0"
NORTH
RNS r
m
E
PERfa1l?W lEr.l LL.
C9T5650
16.0 Group
Health
o Cooperative
of Puget Sound
lunxes 01/26/03 1
project no.
3'
date
08/01/01
revisions
N
D01 2 37
sheet title
ELECTRICAL POWER
8c LIGHTING FLOOR
PLANS
sheet
E1.1
i
GENERAL CONSTRUCTION NOTES
1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND
CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998).
2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA
INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND
CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT
PLANS.
4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY
EXTENSION PROJECTS.
5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND
RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122
REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
(1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE
AND TELEVISION).
6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL
POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND
(REGULATION.
7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO
THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND
DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE
CONNECTED WITH THEM.
8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY
USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL
UNDERGROUND UTILITIES.
10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES
(12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS EETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE
PAINTED WITH ASPHALT EMULSION (CSS -1).
11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -V AY WILL BE APPLICABLE AND DETERMINED AT THE
PRE - CONSTRUCTION MEETING.
12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOC.\TE ALL SIGNS, AS SHOWN ON THE PLANS OR AS
AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14.
13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM
OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF
TUKWILA.
14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION
OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A
RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS
NECESSARY; TO REMOVE MUD DEPOSITED AS A PESULT OF PROJECT CONSTRUCTION ACTIVITY.
16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TG PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD
CONSTRUCTION DRAWINGS" REQUIREMENT.
17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS
SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS.
18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED
AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS
OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM.
19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35
PVC PIPE TO MANHOLES OR CATCH BASINS.
20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE.
21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE
WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12.
22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN
ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11.
23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER
WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14.
24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED
ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL
RS -3.
25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY
CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF
TUKWILA.
NI
CONTRUCTION SEQUENCE
1) ATTEND PRE - CONSTRUCTION MEETING.
2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS.
3) GRADE AND INSTALL CONSTRUCTION ENTRANCE.
4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.)
5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY.
6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING.
7) INSTALL SANITARY SIDE SEWER.
8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM.
9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES.
10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS.
11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW,
WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT.
12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES.
13 COMPLETE FINAL GRADING AND PAVING OF ROADWAYS.
14 STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE.
15 HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED
FOR MORE THAN 30 DAYS.
16) CLEAN OUT STORM DRAINAGE SYSTEM.
17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND
REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED.
REVISIONS
NO CPANGES ValL BE MADE TO
GRADING AND EROSION CONTROL NOTES r v ^ ` CF TUKWILA A NEW C L A .7_
t ]Tc: F.:Vt =' =:dS WILL HE:NJIR£ A NE PLAN SL'Oi I7rAl
KO WAY INaWE ADDITIONAL PLAN REVIEW FESS.
1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN
WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. - 004 11 '
2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE _
APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND 11 1..0
EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, ti .�
REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.' G e �
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL FEMAIN IN PLACE UNTIL FINAL SITE
CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY.
5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENT, \TION IMPACTS ON ADJACENT PROPERTY AND
DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE:
FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TC REMAIN UNWORKED FOR MORE THAN 30
DAYS, SHALL BE STABILIZED WITHIN 10 DAYS.
FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED
SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND
EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED
IMMEDIATELY.
SANITARY SIDE SEWER CONSTRUCTION NOTES
1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR
FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO
PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE
SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4.
2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION.
3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION
STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION.
WATER SERVICE CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO
CONSTRUCTION.
2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND
CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE
METERS.
3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN
ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14.
EARTHWORK ESTIMATE SHEET INDEX
CUT 30 CU. YDS PER LOT
FILL 30 CU YDS PER LOT
1
r
SHEET 1
SHEET 2
SHEET 3
FILE COPY
I understand that ;e Plan Check approvals are
subject to elrcrs and omissions and approval of
plans does not autho^ze the violation of any
adopted ::ode or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
VICINITY MAP
SCALE: 1" =4 MILES
SPECIFICATIONS
EROSION Sc SEDIMENTATION CONTROL PLAN
GRADING & DRAINAGE PLAN
SEPARATE PERMIT
o J1RED FOR:
- CHANICAL
_ECTRICAL
�✓ _UMBING
TAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
poi -a3
Ai
RECEIVED
CITY OF TUKWILA
OCT 08 2001
PERMIT CENTER
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PROJECT NUMBER
00 -007
SHEET 1 OF 3
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1
EROSION AND SEDIMENT CONTROL NOTES
1. The implemertation of these ESC plans and the construction.
maintenance, replacement, and upgrading of these ESC facilities is
the responsibility of the applicant until all construction is approved
and the site stabilized.
2. The boundaries of the clearing limits shown on this plan
shall be clearly flagged by a continuous length of survey tape
(or fencing, if required) prior to construction. During the
construction period, no disturbance beyond the clearing limits
shall be permitted. The clearing limits shall be maintained by
the applicant for the duration of construction.
3. The ESC facilities shown on this plan must be constructed
prior to or it conjunction with all clearing and grading so as to
ensure that the transport of sediment to surface waters, drainage
systems, and adjacent properties is minimized.
4. The ESC facilities shown on this plan ore the minimum
requirements for anticipated site conditions. During the
construct:on period, these ESC facilities shall be upgraded as
needed fcr unexpected storm events and modified to cccount for
changing site conditions (e.g., additional sump pumps, relocation
of ditches and silt fences, etc.).
5. Any areas of exposed soils, including driveway embankments,
that will not be disturbed for two days during the wet season or
seven days during the dry season shall be immediately stabilized
with the approved ESC methods (e.g., seeding, mulching, plastic
covering, etc.).
6. Any area needing ESC measures not requiring immediate
attention snail be addressed within fifteen (15) days.
7. The ESC facilities on inactive sites shall be inspected and
maintained a minimum of once a month or within forty -eight (48)
hours following a storm event.
8. At no time shall more than one (1) foot of sediment be
allowed to accumulate within a catch basin. All catch basins and
conveyance lines shall be cleaned prior to paving. The cleaning
operation shall not flush sediment -laden water into the downstream
system.
9. Stabilized construction entrances and driveways shall be
instalied at the beginning of construction and maintained for the
duration of the project. Additional measures, such as wash pads,
may be required to ensure that all paved areas are kept clean for
the duration of the project.
10. Where straw mulch for temporary erosion control is required,
it shall be applied at a minimum thickness of 2 to 3 inches,
or 2 -3 bales per 1000 sq.ft.
Lot 28 Lot 29
20�_ /��, � �l
- I i 1
x'_ I I
STN 1
SHED 1
TO BE MQL ED
--i of �--
LIMITS OF CLEARING
PROPOSED
RESIDENCE
F.F. 117.5
PROPOSED
GARAGE
F.F. 116.4
r
PR OSED
RES DENCE
F.F. 117.5
- 1 5.0
!EXIST:NO GAR AG
_ -_PTO BE DEMOLISH
�1 1
Lot 30
- 20' -0"
PROPOSED
GARAGE
F.F. 116.4
- EXISTING UTILITY POLE
43RD AVENUE S
0 -0 -A
I° 0-- p-- 0-- e , r--
O 0 }0 0 0
I
//
Q
10' UTILITY EASEMENT
EXISTING CATCH BASIN
VANED GRATE: 115.58
IE(12 "DI): 113.18
INSTALL FILTER FABRIC OVER
CATCH SAStiNt OPENING
G
EXISTING 8" DI
WATER MAIN
G
EXISTING CONTOUR AND
FINAL ;ONTO:.;t ARE THE SANE
1C' UTILITY EASEMENT
v;
r - -- 1
I I
r - - _r - -- �- --
I
=04/`.SPOUT CONNECTION POINT (TYP)
1 EXISTING RESIDENCE
116
281' RR
I I
L
I;
- - -- r - -- -
IT
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G
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14' -6"
10
BUILDINGS WI
30'
11 G
6
GRAPHIC SCALE
0
EXISTING
GAS LINE
(n' FRET )
1 inch - 10 1R
CLEARING LIMIT IS THE
PROPERTY UNE
G
M
1b
G
40
PROPOSED GAS
SERVICE LINE
ELEVATION DATUM: CITY OF TUKWILA
BENCH MARK: SANITARY SEWER MANHOLE
RIM ELEV.= 116.06
•
G
NOTE:
1. PROTECT EXISTING SANITARY SEWER LINE TO LOT 27 DURING CONSTRUCTION.
2. EXISTING CONDITION OF LOT 36, 38, 39 IS LAWN AND STRUCTURES AS SHOWN.
3. A DEMOLISHION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES.
7 S
w
117
10' UTILITY EASEMENT
INSTALL TEMPORARY
SILT FENCE
(PER DETAIL)
AS NECESSARY
1 0 I ,
S
NOTES:
1.
J.
INSTALL FILTER FABRIC OVER
CATCH BASIN OPENINGS
EXISTING CATCH BASIN
VANED GRATE: 114.80
IE(12 "DI): 112.65
INSTALL FILTER FABRIC OVER
CATCH BASIN OPENING
G
INSTALL STABOLIZED CONSTRUCTION
ENTRANCE PER DETAIL
ALTER FABRIC MATERIAL 36" MN WOE ROLLS.
USE STAPLES OR MITRE RINGS TO ATTACH FA81C TO YAW.
JOINTS N FILTER FABRIC SHALL BE SPLICED AT POSTS.
rx2" BY 14 GA. MIRE
FABRIC OR EQUIVALENT
1
2 WOOD POSTS, STANDARD OR BETTER OR
EQUAL ALTERNATE STEEL FENCE POST'S
NOT TO SCALE
GEOTEXT1LE FABRIC UNDER
QUARRY SPALL
(MARAFI 600X OR EQUAL)
FILTER FABRIC
MATERIAL
rx WIRE
FABRIC OR EQUIV.
N STANDARD STRENGTH
FABRIC IS USED
4"x4" MIN. TRENCH.
BACKFILL TRENCH WITH
NATIVE SOIL OR
3/4' WASHED ROCK
NOT TO SCALE
4* MIN
2"x4" WOOD POST
ALT: STEEL FENCE POSTS
A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT
POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
B. THE FILTER FABRIC FENCE -TALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS
SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES).
C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES MADE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE
WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED.
D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A MARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY
10 THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, 11E MARES OR HOG
RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN
36 INCHES ABOVE THE ORIGINAL GROUND SURFACE
E THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE
FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE
ORIGINAL GROUND SURFACE FILTER FABRIC SHALL NOT BE STAPLED TO DOSING TREES.
F. MMEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY
BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR HARED DIRECTLY TO THE POSTS WITH ALL
OTHER PROVISIONS OF STANDARD NOTE E APPLYING.
G. THE TRENCH SHALL BE BACKFILLED WITH NAIVE SOIL OR 3/4" -1.5" WASHED ROCK
H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE
REMOVED WHEN THE SEDIMENT DEPTH IS 6 RICHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF
THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
SILT FENCE DETAIL
24"M IN
STABILIZED CONSTRUCTION ENTRANCE NOTES:
1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION,
ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE
SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD
BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED,
THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. AGGREGATE: 3" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6.
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST
EXTEND THE FULL WIDTF' OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF
THE ENTRANCE MUST BE AT LEAST 100 FEET.
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED
FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED
8EF0RE VEHICLES ENTER A PUBUC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE
ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO
MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
S. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR RECEIVED
TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED CITY OF TUKWILA
IMMEDIATELY BY STREET, EXCEPT WHEN N SWEEPING S IIN AND THERE IS A THREAT PUBUC�SAFETY. OCT 08 2001
STABILIZED CONSTRUCTION ENTRANCE
PERMIT CENTER
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PROJECT NUMBER
00 -007
SHEET 2 OF 3
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LOT
LOT 28
LOT 29
LOT 30
AREA
ROOF AREA
DRIVE & WALK AREA
TOTAL IMPERVIOUS AREA
TAX LOT NO.
3000 SQ.FT.
1242 SQ.FT.
574 SQ.FT.
1816 SQ.FT.
017900 -0145
3000 SQ.FT.
1242 SQ.FT.
574 SQ.FT.
1816 SQ.FT.
017900 -050
3000 SQ.FT.
1242 SQ.FT.
574 SQ.FT.
1816 SQ.FT.
017900 -0151
GRAPHIC SCALE
( DI FEET )
1 inch 10 IL
NOTE:
1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE
PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2.
1 -6" WYE
2 -6 "x 4" REDUCER
6" PVC
2.00%MIN
1 -4" PVC WYE
1 -4" PVC CLEAN -OUT
1-4" PVC WYE
1 4" PVC CLEAN -OUT
PROPOSED
RESIDENCE
F.F. 117.5
PROPOSED
GARAGE
F.F. 116.4
EXISTING HOUSE
E DEMOLISHED
EXISTING GARAG
1 -6" PVC WYE
2 -6 "x 4" REDUCER
pRVC SIDE SEWER
CABit PVC CLEAN -OUT
6" PVC TESTING TEE
.. - IE: 103.04
EXISTING CONTOUR AND
FINAL CONTOUR ARE THE SAME
6" PVC SIDE SEWER
6" PVC CLEAN -OUT
6" PVC TESTING TEE
IE: 103.32
10' UTILITY EASEMENT
EXISTING
CATCH BASIN
GRATE: 115.58
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EXISTING UTILITY POLE •. • ;
EXISTING 87 DI II • '• ° •
WATER MAIN . . II EXISTING. 6" •PV.0 INSTALL , NEW WATER METER
. • • IL - SIDE ; SEWER • AND SERVICE
11 S =2.00% TYP PER CITY STANDARDS . (TYP)
•
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11 -
0
ELEVATION DATUM: CITY OF TUKWILA
BENCH MARK: SANITARY SEWER MANHOLE
RIM ELEV. = 116.06
116 -
BUILDINGS WILL BE SLAB ON GRADE
10' UTILITY EASEMENT
EXISTING CLEAN OUT
SPOUT CONNECTION POINT (TYP)
EXISTING SIDE SEWER
TO REMAIN (±4'PVC)
EXISTING RESIDENCE
v\
G
12" DIP
EXISTING SANITARY SEWER MANHOLE
RIM: 116.06
IE: 102.96 (IN)
IE: 102.86 (OUT)
i
14' -6'
11
NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M.
5.0'
PROPOSEDI
RESIDENCE__
F.F. 117.5
PROPOSED
GARAGE
F.F. 116.4
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11 • . FINISH :GRADE SPOT
II '
EXISTING
GAS LINE
CLEARING LIMIT IS THE
PROPERTY LINE
•
t ISTING
I TO ED I
1 DEMOLISHED
5.0'
5.0'
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.'.•EXISTII :6" PVC .
•
-11✓ SIDE' SEWER • - • '
S=2 0% TYP:. . ••• F Ps • ••
• . R TH
• • •O 'L••. Q�
• • �GP
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PROPOSED GAS
SERVICE LINE
•
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• . EXISTING.. WATgR : METER'
•REPLACE METER-. BOX. PE
• TOKWILA DWGWVS14 •. •
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EXISTING 8" PVC
SANITARY SEWER
S= 0.409 TYP
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NORTH
4
1
NV_
• � UWpE
EXISTING '6 " PVC
/ / • SIDE SEWER • .
1 S= 2.06% .:TYP '._
•
IN
1E: 102.40 .
..... -.T ..rr - 7 = =
ODF DOWNSPOUT
C`ERFLOW
10' UTILITY EASEMENT
INSTALL 1" POLY
WATER LINE (TYP)
200 PSI DRISCO PIPE
48" DIAMETER
DRY WELL (TYP)
PER DETAIL
EXISTING UTILITY POLE
•
FLOW
117
25'
4' PVC
1 -4" PVC WYE
1 -4" PVC CLEAN -OUT
TYPE 1 CATCH BASIN (TYP)
(SEE NOTE 7)
INSTALL WATER METER
AND SERVICE CONNECTION
PER CITY STANDARDS
SLOPE =2.00% MIN.
•b T2 DIP
1/4' MESH SCREEN
ON PIPE INLET
PROPOSED 4" PVC S =2.00% MIN
SIDE SEWER CROSSING MUST BE
24" LOWER THAN STORM PIPE
0 G G EXSISTING
CATCH BASIN
GRATE: 114.80
IE: 112.65
INSTALL MAIL BOX STRUCTURE FOR 3 BOXES
PER TUKWILA STANDARD DRAWING NO. RS -6
1
SCALE: 1"=2'
LEGAL DESCRIPTION:
TYPE 1 CATCH BASIi
WITH VANED GRATE
INSTALL 24' - #4 REBAR
AT CENTER OF DRYVELL
FOR FUTURE LOCATION
4' PVC
ELBOW
4' PVC u
S =2.00%
; <
12'MIN.
"r.
1
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DRY WELL DETAIL
X 48' DIA. DRY WELL ".-
FILLED WITH is• - 3'
WASHED DRAIN R
48"
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12' MIN. A
OR RESTR
SITUATE IN THE COUNTY KING, STATE OF WASHINGTON.
6" MAX.
LOTS 28, 29 AND 30, BLOCK 1, ALLENTOWN ADDITION TO THE CITY OF
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS,
RECORDS OF KING COUNTY, WASHINGTON.
4' - 4' LEACH BED TUBING
ON LEVEL GRADE
FILTER FABRIC LINER
ON SIDES AND TOP
OF DRY WELL
B OVE SEASONAL WATER TABLE
CTIVE LAYER
DRAINAGE PLAN NOTES:
1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT
SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A
4" PVC PIPE TO A DR - WELL.
2. A MINIMUM OF TWO DF;YWELLS WILL BE INSTALLED ON EACH LOT.
ONE FOR EACH 1000 SQ.FT. OF ROOF /DRIVEWAY AREA.
3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED
AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES
FOP DRIVEWAY, DRAINAGE TO CATCH BASINS.
4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION.
5. A SOIL LOG TEST HOLE WAS DUG ON THE THREE LOTS .
THE SOIL TYPE AND STRATIFICATION WAS THE SAME AS FOLLOWS
0 -2.5' BROWN SILTY FINE SAND
2.5 -9.0' GREY /BLACK SAND
NO WATER TABLE ENCOUNTERED ON 1/8/2001.
SCS SOIL CLASSIFICATION: URBAN LAND
6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35.
7. CATCH BASIN GRATE ELEVATION:
LOT 28: 116.00
LOT 29: 115.48
LOT 30: 115.00
SEATTLE,
PAGE 100,
CITY
RECEIVED TUKWILA
OCT 08 20u
PERMIT CENTER
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CITY OF
OCT o e 2001
PERMIT CENTER