HomeMy WebLinkAboutPermit PG13-029 - FUSE NETWORKS - ALTERATIONFUSE NETWORKS
12628 INTERURBAN AV S
PG1 3-0029
City okukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
PLUMBING/GAS PIPING PERMIT
Parcel No.: 0004800003
Address: 12628 INTERURBAN AV S TUKW
Project Name: FUSE NETWORKS
Permit Number: PG13-029
Issue Date: 03/13/2013
Permit Expires On: 09/09/2013
Owner:
Name: GATEWAY OLYMPIA INC
Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261
Contact Person:
Name: DAVID KEHLE Phone: 206-433-8997
Address: 1916 BONAIR DR SW , SEATTLE WA 98116
Email:
Contractor:
Name: HUBER'S PLUMBING CO
Address: 3702 WEST VALLEY HWY #2 , AUBURN WA 98001
Contractor License No: HUBERP*042M2
Phone: 253 839-7876
Expiration Date: 07/17/2014
DESCRIPTION OF WORK:
INSTALL (2) NEW RESTROOMS WITH (2) LAVATORIES, (2) WATER CLOSETS, (1) URINAL,
(1) FLOOR DRAIN AND (1) WATER HEATER.
Value of Plumbing/Gas Piping:
Fees Collected:
Electrical Service Provided by:
Permit Center Authorized Signature:
$6,300.00
$240.19
Uniform Plumbing Code Edition: 2009
International Fuel Gas Code Edition: 2009
Date: u " G•���
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 provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions
on the back of this permit.
Signature:
Print Name:,r/14
Date: .5/%
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.
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Drin.eri• !1Z_1Z_9MZ
• •
PERMIT CONDITIONS
Permit No. PG 13-029
1: ***PLUMBING AND GAS PIPING***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila
Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing
inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas
Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code.
Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to
make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless,
adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the
conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be
protected by steel nail plates not less than 18 guage.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing
piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in
accordance with the requirements of the building code.
11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to
twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill,
frozen earth, or construction debris.
12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the
jurisdiction.
doc: UPC -4/10
PG13-029 Printed: 03-13-2013
CITY OF TUKWI
Community Developm epartment
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.Tukw i la W A. Eiov
Project
Date' Application Accepted
:.Date Application Expires:
''(For office use only) :
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
Site Address:
Tenant Name:
PROPERTY OWNS_ R_ ,.
:
Hy��,67 . C .ssA
::%v
Address: /9y5 ,oefoa//e .ae S W
& x990 0'7
City:-.-Iea, /% State:,Z Zip Sze
rr
CONTACT PERSON- person receiving all project
cor niunication _..
Name: de/00,z :;, /�1
Address: /9y5 ,oefoa//e .ae S W
City: 22 State: Zip:
Phone: Fax:
Email:
King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: ❑ Yes ❑.. No
,PLUMBING CONTRACTOR INFORMATION. ' ,,;
Company NameyZ 44 /4 i , 0..1:i;/)1 21..
":3
0,
Address. 7D2 , si-J /� g1°t/ /r
City: /StateZip:
r�ie11 9freQ®/7
Phone(5/d 3,67 FFax23 k33 S7`�f5
Contr Reg No.: i / `ie777 01/2 F�/, `L Bate: ,/ / `T
Tukwila Business License No.:
Valuation of Project (contractor's bid price): $ ,(.30<%
Scope of Work (please provide detailed information): 2 n/r44/ A-512.919,1 2.919,1 5 iv/7 j'fir 2 `P. S
i&einf4///47 i/1A7Tex7if/
Building Use (per Int'1 Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
H:\Applications\Forms-Applications On Line\20 1 I Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
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Sewer:
Page 1 of 2
Indicate type of plumbing fixtures and/.s piping outlets being installed and the quantielow:
. Fixture Type
•Qty,.
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
/
Shower, single head trap
Sinks
/
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
1
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in •
lawn sprinkler backflow
protections (1-5)
. Fixture Type : F
Qty'
Bidet
Drinking fountain or water
cooler (per head)
/
Lavatory
Urinal/
r.
Water heater and/or vent
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
1
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
•
Fixture Type .Y
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
/
Wash fountain
Water closet
r.
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
Fixture Type '
Qty.
Dental unit, cuspidor
Floor drain
/
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
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 grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
•`�
BUILDING OWNER OR AUTH I .r' t T:
0% l 3
Signature: '/�/%%% �✓ ' /
Print Name: %T/Z�d/Rfiffeie- Day T lephone: Z �t� 5/0 0-(
Mailing Address: '7 Z. azA57 / Ay/ %Y Aiy 1q 4 61 q ,3
State Zip
Date:
HAApphcations\Forms-Applications On Line \20I I Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
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City
Page 2 of 2
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 0004800003 Permit Number: PG 13-029
Address: 12628 INTERURBAN AV S TUKW Status: APPROVED
Suite No: Applied Date: 02/22/2013
Applicant: FUSE NETWORKS Issue Date:
Receipt No.: R13-01037
Initials: WER
User ID: 1655
Payment Amount: $192.15
Payment Date: 03/13/2013 01:18 PM
Balance: $0.00
Payee: VERNON HUBER JR
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 002575
ACCOUNT ITEM LIST:
Description
192.15
Account Code Current Pmts
PLUMBING - NONRES
000.322.103.00.00 192.15
Total: $192.15
.r....• o.,...,7..� nc Drin+nrl• n4_1 Q_7n1
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 0004800003 Permit Number: PG13-029
Address: 12628 INTERURBAN AV S TUKW Status: PENDING
Suite No: Applied Date: 02/22/2013
Applicant: FUSE NETWORKS Issue Date:
Receipt No.: R13-00875
Payment Amount: $48.04
Initials: WER Payment Date: 02/22/2013 10:12 AM
User ID: 1655 Balance: $192.15
Payee: VERNON HUBER
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 582478
ACCOUNT ITEM LIST:
Description
48.04
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 48.04
Total: $48.04
Prinfnei• n9-79-91111
INSPECTION RECORD*
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
1
Project:
1-- 21$_ 0 r s`0•10R.
Type of Inspection: •
i t4 L.- (1 t1. t
-
Address:
1 at.2. 1 p-.yertk(AD i
Date Called:
_,
Special Instructions:
Date Wanted: .
LI-- j --i 3
•.
p.m.
Requester:
Phone No:
.mac. C.,-3C(*I33.0'
pproved per applicable codes. D Corrections required prior to approval. it."
COMMENTS: --
COMMENTS:
fdriii (,Ap io-k /r;,in /
nspectg(
n R INSPECTION FEE REQU)RED. Prio next inspection, feemust be
Vaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. .PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188. ,; (206) 431-3670
Permit Inspection Request Line (206) 431-2451
136 f'3 -c act
Project:
P Zis E 1.J,. i t,.lo2.i` S
Type, f Inspection:
l IN(& -i - I.:NI
Address:
1 2..G2..9 J
kit TZ 15 NU
Date Called: -
Special Instructions:
Date Wanted:.
(a.m1
Requester: -.
Phone No:
26(-- sio–.3°6S.
Jpproved per applicable codes.
COMMENTS:
ElCorrections required prior to approval: 4.
6 At,s.Ja 6J jk _.-pprov,,c/..
LILA 4-, V 4-p fav-'
I' spet'or:
/ /A 1 itd /A.A /
/1
�REINSPECTION FEE REQUIRED. Prior to next inspection,' feeniust.be
- baid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:
Date:
1240 411 ‘ /3 ? if 7)-7 )1�h
.71-0C 11--7 2 I /O& OA^
OLS I o / L>//1_
LL✓Sv1/0 t--orI'I bee),h et
414/lied. /11 Anie_
1/ cd&L...Lis%ecio, ,4%b ,)2
•r/;( lG
�-- re L C� 4-ers /2-"
q dor Trop eitC
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 8 2013
City of Tukwila
BUILDING DIVISION
l of 13
i
//
FILE COPY
Water Gonne
r
Utility Models (See Figure 2)
All utility (models are supplied with inlet and outlet nipples located in a plasti
attached to the water heater. The hot and cold water locations are identifet
side of the water heater. Apply appropriate amount of thread sealant to the
nipples and install nipples into the side of the tank. For 20 gallon utility mod
the supplied anode/nipple combination at the HOT outlet location. Connect
and cold water lines to the nipples using unions. Install a listed temperature
relief valve in the opening on the side of the water heater. Install a vacuum
siphon device in the cold water inlet line when using side cold water connec
The 6 and 12 gallon models are equipped for installation with either side or
connections. They are shipped from the factory with the alternate top corm(
plugged. The alternate top inlet is supplied with a dip tube. If the top water
connections are needed, remove pipe plugs from the alternate top connect
appropriate amount of thread sealant to the provided nipples and install nip
desired top location. Apply/ appropriate amount of thread sealant to the pipe
install pipe plugs in the side locations. Install a vacuum relief anti -siphon de
cold water inlet line when using side cold water connection.
ELECTRICAL. CONDUIT
ALTERNATE HOT OUTLET
(6 & 12-CALLON MODELS ONO() C9'
i
NOT WATER OUTLET
TO APPLIANCES
NEx-KEM ANODE
(iU & 15 GALLON MODELS ONLY)
MANUAL 514u1-orr VALVE
(MUST 6E OPEN DURING
WATER HEATER OPERATION)
COLD 'WATER SuPP
INCOMPLETE
LTR#_J_T
Kit
HEX -HEAD ANODE
46,12 & 30-CALLON MD
rix -MOVABLE PLATE FI
TO WIRING
ALTERNATE COLD
(6 & 12-GALL01
`� 4,►
t00F
OOP --"..."(4.6'40b._ •
.
•
— COMBINATION TOAND PRESSURE
RELIEF vALVE CI!
. (PIPED TO SUILA
ILLUSTRATED)
ELECTRICAL CONI
(IO & 15 GALL(
REMOVADLE EL
FOR ACCESS i
1 N1 HEATING I
(ANION
DRAIN PAN (PIPED TO SUITABLE
DRAW AS ILLUSTRATED)
1fr
i 3 CQ -4/
.,
gure 2
6" (15.3 em)
11
RECEIVED
CITY OF TUKWILA
MAR 0 1 2013
PERMIT CENTER
2/28/2013 4:19 PM
FILE COPY
Penult No.
INCOMPLETE
TR#_J_�
G
REVIEWED FOR
CODE COMPLIANCE
APPROVED.
MAR 0 8 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAR 0 1 2013
PERMIT CENTER
FILE COPY
p,,,.,..,.A Pk II oft
PG t 3-029
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 8 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
FEB 2 2 2013
PERMIT CENTER
February 26, 2013
David Kehle
1916 Bonair Dr SW
Seattle, WA 98166
Cityf Tukwila •
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Incomplete Letter #1
Plumbing/Gas Piping Permit Application PG13-029
Fuse Networks —12628 Interurban Av S
Dear Mr. Kehle,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February
22, 2013 is determined to be incomplete. Before your application can continue the plan review process the
attached/following items from the following department(s) need(s) to be addressed:
Building Department: Dave Larson at 206 431-3678 if you have questions concerning the
attached comments.
Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plans (only the updated/changed sheets),
specifications and/or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or
by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431-3670.
Sincerely,
Bill Rambo
Permit Technician
Enclosures
File: PG13-029
W:IPermit CenterlIncomplete Letters120131PG13-029Incomplete Letter #1.docx
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Tukwila Building Division
Dave Larson, Senior Plan Examiner
Determination of Completeness Memo
Date: February 26, 2013
Project Name: Fuse Networks
Permit #: PG13-029
Plan Review: Dave Larson, Senior Plans Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting
the Department plan review process, please forward the following comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not
copied.)
1. Please provide a floor plan of the tenant space showing the location of the plumbing fixtures and the hot
water tank, drain location for the hot water tank T & P valve, and routing of drainage piping to point of
connection.
2. Please provide typical hot water tank details such as expansion tank, floor insulation pad, valves, size and
type of tank, seismic straps, etc.
Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No
further comments at this time.
RR T COM C •
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: PG13-029 DATE: 03-01-13
PROJECT NAME: FUSE NETWORKS,
SITE ADDRESS: 12628 INTERURBAN AV S
Original Plan Submittal
Response to Correction Letter #
X Response to Incomplete Letter # 1
Revision # After Permit Issued
DEPATMENTS:
Buil�
Building Division 1111
Public Works ❑
Fire Prevention
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 03-05-13
Not Applicable
n
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials:
TUESITHURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 04-02-13
Approved ❑ Approved with Conditions W Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
&MT COt?:D
CO
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: PG13-029 DATE: 02-22-13
PROJECT NAME: FUSE NETWORKS
SITE ADDRESS: 12628 INTERURBAN AV S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPA
wilding Division
k14cW'41
Fire Prevention
Planning Division
111
Structural ❑ Permit Coordinator iiir
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 02-26-13
Not Applicable
Permit Center` Use' Only
11
INCOMPLETE LETTER MAILED: '"tet LETTER OF COMPLETENESS MAI ED:
Departments determined incomplete: Bldg14— Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 03-26-13
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: Plan Check/Permit Number: PG 13 -029
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Fuse Networks
Project Address: 12628 Interurban Av S
Contact Person: f1.217DAACix/�
Summary of Revision. / Oo,e
Phone Number: 203 3JD-3 a19
0
I
7
RECErVED
Glut OF TUKWILA
MAR 01..1131
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
•
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 3—
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
L1 King County
Department of Natural Resources and Parks
Wastewater Treatment Division
Non -Residential
Sewer Use Certification
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Please Print or Type
/a /1
Property Street Address
add
City State ZIP
TA1M/ oy//n,a/a
Owner's Name
Subdivision Name Lot #
Subdiv. # Block #
For King Countyte Only
Account #
No. of RCEs
Monthly Rate
Property Tax ID #
. Party to be Billed (if different from owner)
City or Sewer District
Date of Connection
Building Name Side Sewer Permit #
(if applicable)
Please report any demolitions of pre-existing building on this property.
Owner's Phone Number (with Area Code) Credit for a demolition may be given under some circumstances.
Demolition of pre-existing building? ❑ Yes 0 No
( ) Was building on Sanitary Sewer? 0 Yes 0 No
Property Contact Phone Number (with Area Code)
Was Sewer connected before 2/1/90? 0 Yes 0 No
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? 0 Yes 0 No
Owner's Mailing Address
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1
`t;
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
i
3
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
1
S'
Urinal, flush valve, >1 GPF
6
2
Urinal, waterless
0
0
Water closet, tank or valve, 1.6 GPF
6
3
l
) p`
Water closet, tank or valve, >1.6 GPF
8
4
,
Total Fxture Units
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units =
20 �� RCE
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility/Process:
Estimated Wastewater Discharge:
Gallons/days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal/day) =
187
C. Total Residential Customer Equivalents:
(add A & B)
A
B
1,.2
O
/,
RCE
RCE
{RECEIVED
I' OF TUKWIi.A
cla 2 2.2013
PERMIT CENTER
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any
deviation will require resubmission of corrected data forj��4'ermination of a revised capacity charge.
Signature of Owner/Representative Date
Print Name of Owner/Representative 1jtA', ' 9f fR
1058 (Rev. 9/07) White - Kina County Yellow - Local Sewer Aaencv Pink - Sewer Customer
Contractors or Tradespeople Peter Friendly Page
•
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite/Apt.
City
State
Zip
County
Business Type
Parent Company
HUBER'S PLUMBING CO
2538397876
3702 West Valley Hwy. North #2
Auburn
WA
98001
King
Individual
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Specialty 1
Specialty 2
601725669
Active
HUBERP`042M2
Construction Contractor
7/22/1996
7/17/2014
Plumbing
Unused
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
HUBERP`232L7HUBERS
PLUMBING CO
Construction
Contractor
Plumbing
Unused
6/27/1977
5/27/1997
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
HUBER, VERNON R JR
Owner
07/22/1996
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
6
American Contractors
Indem CO
100194911
05/06/2012
Until Cancelled
$6,000.0005/11/2012
5
PLATTE RIVER INS CO
41152474
05/06/2010
Until Cancelled
05/25/2012
$6,000.0005/26/2010
03/19/2012
4
Coreat American Ins.
2875327
05/06/2009
Until Cancelled
05/08/2010
$6,000.0004/21/2009
3
FEDERATED MUTUAL
INS CO
9335611
09/13/2007
Until Cancelled
05/06/2009
$6,000.0009/10/2007
2
AMERICAN STATES INS
CO
948812
06/25/2002
Until Cancelled
09/13/2007
$6,000.0006/14/2002
04/21/2009
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
16
State Farm Fire
& Cas Co
98BTH1123
03/30/2013
03/30/2014
$1,000,000.0002/12/2013
15
State Farm Fire
& Cas Co
98BQK2474
03/30/2012
03/30/2013
$1,000,000.00
03/19/2012
14
State Farm Fire
Et Cas Co
98VP6080
04/01/2011
04/01/2012
$1,000,000.0004/05/2011
13
OHIO CAS INS
CO
BRO(11)
53856312
03/30/2010
03/30/2011
$1,000,000.0003/19/2010
12
LIBERTY
NORTHWEST
INS CORP
BR01053856312
03/30/2009
03/30/2010
$1,000,000.00
04/21/2009
11
FEDERATED
MUTUAL INS CO
9434729
06/14/2008
06/14/2009
04/23/2009
$1,000,000.0005/12/2008
10
FEDERATED
MUTUAL INS CO
5077100
06/14/2007
06/14/2008
$1,000,000.00
06/29/2007
httns://fortress. wa. aov/lni/bbin/Print. asnx
03/13/2013
SITE PLAN
N.T.S.
TRUE NORTH
NEW P. LAM COUNTER TOP WITH P.
LAM NOSING OVER 2 LAYERS OF
3/4" MARINE PLYWOOD, OVER 2X4
FRAME
LAG LEDGER TO CONCRETE WALL
2X4 LEGS AT 4' O.C.
WORK BENCH IN WAREHOUSE
WEST SIDE SIMILAR
SCALE: 1/4" = 1'-0"
0'
=<
CONFERENCE ROOM CABINET
SCALE: 1/4" = 1'-0"
PAINTED WALL
BEYOND
UPPER CABINE
ADJUSTABLE 5
PAINTED WALL
4" P.L. BACKSP
DRAWERS
BASE CABINET
ADJUSTABLE 51
No changes sbeoche
of work without prior approval of
Tukwila -Building Division.
ROTS:: Revisions win require a new plan submittal
c td may include additional plan review fees. I
COMBINATION MICROWAVE AND
HOOD WITH LIGHT
WITH
N
..�
-
N
•
Zei_
-._
•
1-
INSTA NOT
DISPOSAL
LASS--
WITI-
ELF
r4
DW
< -�
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N
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e
`"
.
\
BASE OPEN ADA i x-30" STOVE AND OVEN
RUBBER SASE SLIDE IN
LUNCI-1 ROOM CABINET
SCALE: 1/4" = 1'-0"
VICINITY MAP
NORTH
PROJECT AND BUILDING DATA
BUILDING CODE:
LOCATION:
PARCEL NUMBER:
ACCOUNT NUMBER :
CONSTRUCTION TYPE:
OCCUPANCY GROUP(5):
ZONE:
LOT AREA:
TENANT SUITE:
PARKING:
2009 IBC WITH WASHINGTON
STATE AMENDMENTS
TUKWILA COMMERCE PARK, BUILDING A
12628 INTERURBAN AVE 5
BUILDING C
TUKWILA, WA
0004800003
000480000306
V -B SPRINKLERED
GROUP B OFFICE
C/L-1
465,295 SQ FT (10.68 ACRES)
8,046 OVERALL
5,069 SF OFFICE
NO CHANGE
SCOPE:
CONSTRUCT NEW OFFICE WALLS FOR TENANT TO INCLUDE
NON- BEARING WALLS. INSULATION OF EXTERIOR WALLS,
NEW SUSPENDED ACOUSTIC CEILING WITH INSULATION .EW
TROOMS. PREVIOUS TENANT WAS AT4T.
NEW INSULATION AND NEW EXTERIOR STOREFRONT
LEGAL DESCRIPTION
LEWIS C C -D C # 31 BEG N 81-44-15 E 199.11 FT FROM HUB AT END OF
CURVE ON CENT LN OF DUWAMISH-RENTON JUNCTION RD SD HUB BEING
APPROX 1200 FT N AND 440 FT UJ OF 1/4 COR BET SECS 14 4 15-23-4 TH
N 49-24-00 UJ 2535 FT TH N 09-36-00 E 52 FT TO TRUE BEG TH 5
82-40-30 E 590 FT TH N 59-22-30 E 64335 FT T14 N 01-5I-30 W 343 FT
TO LEFT BANK OF DUWAMISH RIVER BEING NLY BOUNDRY OF LEWIS D
C TH SWLY ALG Sp BANK OF RIVER TO PT N 00-39-40 UJ OF TRUE BEG
TI -1 5 00-39-40 E TO TRUE BEG ALSO POR OFD C LY UJ OF ABOVE
DESCRIBED LAND SLY 16.15 FT AND Alb FT STRIP ADJ AND PARL TO
ELY LN OF RAU OF P 6 ELEC CO FOR JOINT RD Tall LOT 41 OF PLAT
OF RIVERSIDE INTERURBAN TR5
SRPARA
EEQUIRRED
Mae
City of Tukwila
StYL' 'NG DIVISI
CABINET SPEC
FLUSH OVERLAY PLASTIC LAMINATE
CONCEALED SELF CLOSING HINGES
WIRE PULLS (US 26 D)
INTERIOR OF CABINET TO BE KORTON OR PL. LAM
P.LAM COUNTER TOP OVER 2 LAYERS 3/4" MARINE PLYWOOD
DRAWERS TO HAVE METAL GUIDES, SELF CLOSING
REVIEWED FOR
CODE COMPLIANCE
APPROVE[)
MAR 08 2013
City of Tukwila
BUILDING DIVISION
FILE COPY
Oxio
isNI
City Of
BUILDING DIVISION
INCOMPLETE
LTR
RECEIVED
CITY OF TUKWILA
MAR 0 1 201
PERMIT -CENTER
N
F-
0
W
0
0
DRAWN BY
111
4
}
m
0
W
0
w
0
W
Q
0
DESCRIPTION
SUBMIT FOR PEiRt1IT
}
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F471
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00 00
1 11
M d'
N
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N
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m
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i
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0
n n\ nnnn\ nnnr nnccc\ rsr+ rmr1 Ic'r k rr\A,r•r1Vr' nA nn .4 nn nA An\r n nA nn An J.... r n n/nC/nnAn n.nn. An A\A
PROVIDE BATTERY BACKUP EXTERIOR LIGHT AT
DOOR
8' DEEP PRIMARY DAYLIGHT ZONE
NEW SUSPENDED ACOUSTICAL CEILING, 2X4 WITH SECOND
LOOK TILES, R-38 INSULATION ON TOP WITH IC RATED
FLUORESCENT FIXTURES
8 DEEP PRIMARY DAYLIGHT ZON
E.
PROVIDE BATTERY BACKUP
EXTERIOR LIGHT AT DOOR
W EXHAUST
FAN DIRECTED
Td OUTSIDE
W TWO BULB
LL MTD
TUBE
(415)20W)
NEW GYP BD CEILING
ON S" X 20 GA STL
STUD AT 24" O.C. WITH
GYP BD AND R-38
INSULATION
2 TUBE X 4' SHOP LIGHTS MOUNTED AT
PLUS 8' AFF
EXPOSED ROOF STRUCTURE
ADD NEW R-38 INSULATION WITHIN WOOD ROOF STRICTURE WITH
FS 25 FACING
NEW T-8 FLUORESCENT HIGH EFFICIENCY LIGHTS TO MAX ENERGY
CODE AT .5 W PER SF ( 1,312 WATTS)
—
FLOOR PLAN: FUSE NETUJORKS
SCALE: I/8"=1'-0"
L IGI-1T LNC CALCUL A7IONS:
OFFICE AREA: 5,069 SF to 091 WATTS PER SF = 4b13 WATTS
WAREHOUSE : 2,624 SF e 05 WATTS PER 5F = 1,312 WATTS
OFFICE: 2'X4' 3 TUBE T-8 FLUORESCENT WITH ELECTRONIC BALLASTS 688 WATTS PER FIXTURE, 43 X88 3,184 WATTS INSTALLED (IC
RATED) (PATHWAY WITH BATTERY BACKUP PW)
2'X4' 2 TUBE T-8 FLUORESCENT FIXTURES 66 WATTS PER FIXTURE, 11 X 66 = 126 WATTS
2 BULB WALL MTD FIXTURES IN RR = 40 WATTS PER FIXTURE X 2 = 80
WATTS
TOTAL WATTS INSTALLED: 4,590 WATTS
o DOOR SCHEDULE ULE (ALL HARDWARE TO BE LEVER HANDLE)
1. NEW 3'-0" X 1'-0" ALUMINUM STOREFRONT DOOR, ALUMINUM THERMAL
BROKEN FRAME, 1" INSULATED SAFETY, THRESHOLD 1/2" MAX., CLOSER,
WEATHERSTRIP, LOCK, SIGN "THIS DOOR TO REMAIN UNLOCKED WHEN
BUILDING 15 OCCUPIED" (l008.19322XU=0f0)
n
3
n
2. SAME A5 1 ABOVE EXCEPT WITH PANIC EXIT BAR, NO OUTSIDE HARDWARE
3,4 NEW 3'-0"X 1'-0" S.C. WOOD (STAIN), WOOD JAMB (STAIN), 1
12,14 1/2 PAIR BUTTS, LATCHSET, WALL STOP, SILENCERS.
5-11 NEW 3'-0"X1'-0" S.0 WOOD (STAIN), WOOD JAMB (STAIN), 1 1/2 PAIR
BUTTS, LOCKSET (OFFICE FUNCTION), WALL STOP, SILENCERS.
15,16 NEW 3'-0"X1'-0" S/C/WOOD (STAIN), WOOD JAMB (STAIN),1 1/2 PAIR
BUTTS (HINGE CLOSER), PRIVACY LOCK, WALL STOP, SILENCERS
11 NEW PAIR 3'-0"X1'-0" S.C. WOOD (STAIN), WOOD jAMB (STAIN), 3 PAIR
BUTTS, LOCKSET ON ACTIVE LEAF, CLOSER ON ACTIVE LEAF, FLUSH BOLTS
ON INACTIVE LEAF (IBC 1008.1.9.42, 3,44), THRESHOLD MAX 1/2", WALL
5TOP, WEATHERSTRIP (U=0.50)
18,22 EXISTING 10'X12' OVERHEAD DOOR
20 REMOVE EXISTING GLAZING AND RE INSTALL OVERHEAD DOOR.
21 EX. EXTERIOR HOLLOW METAL DOOR WITH HOLLOW METAL FRAME, CHANGE
HARDWARE TO LEVER HANDLE LOCK (INSIDE HANDLE TURNS FREELY FOR
EXIT), MAX. 1/2" THRESHOLD, WEATHERSTRIP
UJI4LL TYPES
INTERIOR OFFICE PARTITIONS: 3 1/2" X 25 GA STEEL STUD
AT 24" ac. WITH SOUND INSULATION TO CEILING ABOVE,
5/8" GYP BD EACH SIDE
RESTROOM WALLS: 3 1/2" X 20 GA STEEL STUD AT 24"
O.G., SOUND INSULATE, 5/8" GYP BD EACH SIDE
(WATERPROOF INSIDE RR), TO GYP 5D CEILING AND TO 6"
ABOVE SUSPENDED CEILING
COMMON RR: 8" TRACK WITH STAGGERED 3 1/2" X 20 GA
STEEL STUD AT 24" O.C., SOUND INSULATE, 5/8" GYP BD
EACH GIDE (WATERPROOF), TO GYP BD CEILING ABOVE
FULL HEIGHT WALL 6"X20 GA. STEEL STUD AT 24" O.C.
FULL HEIGHT TO O. CUTRE WITH DEFLECTION
TRACK, R-21 BATT INSULATION, VAPOR BARRIER ON WARM
51! WITH 5/8" GYP BD EACH SIDE (U-
/4
EXTERIOR FURRING: R 15 RIGID CONTINUOUS INSULATION
GLED TO CONCRETE, 3 5/8" STEEL STUDS AT 24" O.C. TO
6" ABOVE SUSP. CEILING, R-13 BATT INSULATION, VAPOR
BARRIER ON WARM SIDE WITH 5/8" GYP BD (DEFAULT U
VALUE). PROVIDE CONTINUOUS BACKING FOR WALL MTD
TV (VERIFY LOCATION) AND AT WHITE BOARD.
ROOM SCHEDULE
FLOOR : CARPET ( ALT CARPET TILES)
BASE : 6" RUBBER SASE
WALL : GYP. BD. PAINTED (EE)
CEILING : SUSP. ACOUSTICAL CEILING TILE +9'-0" AFF.
Bib FLOOR : SHEET VINYL
BASE : SHEET VINYL BASE
WALL : GYP. 8D. PAINTED (SCBE) WI WAINSCOT
CEILING : GYP BD PAINTED (SGE)+8' AFF
18 FLOOR : SEALED CONCRETE
BASE : NONE
WALL : GYP. BD. PAINTED (F)
ILING : EXPOSED • STRUCTION
2,4,9 FLOOR : LAMINATE WOOD
BASE : 6" RUBBER BASE
WALL : GYP. BD. PAINTED (EE)
CEILING : SUSP. ACOUSTICAL CEILING TILE +9'-0" A.F.F.
OFFICE LOAD
5,069 SF / 100 = 51 OCCUPANTS
TWO EXITS, PATHWAY LIGHTING
REQUIRED
25'
50'
REMOVE EXISTING
STOREFRONT AND REPLACE
WITH NEW STOREFRONT
1'-5 1/2"
19'-01/2"
4'-6"
EX. FURRING, R -I1 TO REMAIN
13'
OFFICE 10
12'X12*
OFFICE
12'X12'
OFFICE
12'X12'
db
12'-5"
OFF1C
12'X12'
1e'„ 1/2"
AND
12'X14'
8'-4"
OFFICE 1
12'X12*
OFFICE
12'x12'
TFROEIJ5LTJ1
1 ABOVE 1dEILINp FOR I I 1 l
POWER POLE BYIrr\1 I I
CIRGL1R5-- — — — + - — — --I-CD —I
1 5 DATA 1 19 NOC I I
CUT IN NEW WINDOWS, SEE
STRUCTURAL
o WINDOW SCILIEDULE
Wi NEW EXTERIOR THERMAL BROKEN BRONZE ANODIZED ALUMINUM FRAMES
WITH 1" INSULATED GLAZING WITH LOW e COATING (0.01), ARGON FILLED
(U:031XSMALL BUSINESS TABLE 10-68, DOUBLE LOWe) (SAFETY GLAZING PER
CODE ADJACENT TO DOOR AND BOTTOM PANEL)
W2 41-0"X4'-0" AT +3'-0" AFF SILL, WOOD FRAME, 1/4" GLASS (SAFETY
GLAZING WITHIN 2' OF DOOR)
NE EXTE=10 HE AL BROKEN BRONZE ANODIZED ALUMINUM FRAMES
WITI-1 1" INSULATED GLAZING WITH LOW e COATING (0.01), ARAGON FILLED
(U=031) AS WI, 6' WID, T HIGH WIL HEAD AT +1' AFF.
ELECTRICAL SYMBOLS
ILLUMINATED EXIT SIGN W/ PATHWAY LIGHT AND
BATTERY BACK UP (E = EXISTING)
Lri WALL MOUNTED PATHWAY LIGHTING W/
BATTERY BACK UP
NEW LIGHT 3 TUBE, (2 15 2 TUBE)
(PW=PATHWAY LIGHT WITH BATTERY BACK UP IC RATED
5 SWITCH
53
3 WAY SWICHING FOR OPEN OFFICE
LEGEND
SEE RESTROOM I
ELEVATIONS GHEE11 T-3 r 1
I-----
8 ENG. I I
1 8'X6' I 1 I 1
i
i I
tli��I (lis( 41)�I
•
WORK BENCH
LOWER LIGHTING
LEX POWER EVERY
ULTIPLE CIR.UITS
ACTIVE LE
NEW DEMISING WALL
FULL HEIGHT SEE
DETAIL SIM T-3
0
M
EX.
SPRINKLER
RISER
EXISTING LIJAREWOUSEN
SEMI - HEATED SPACE MAX 8 BTHU SF
LIGHTING MAX 05 WATTS PER SF.
2624 SF / 500 = 5 OCCUPANTS
SINGLE EXIT, NO PATHWAY
LIGHTING REQUIRED
ADD R-38 INSULATION IN ROOF
ASSEMBLY
MAR 0 8 2013
EXISTING WALL
NEW STEEL STUD WALL PER SCHEDULE
NEW DOOR
EXISTING DOOR
EX. ELECT.
EX.1-IMTL .DOOR
19
REMOVE EX. WINDOWS
INSTALL NEW OVERHEAD DOOR
FLOOR PLAN: FUSE NETWORKS —
SCALE: I/8"=1'-0.". • • :,
•
•
RECEIVED
CITY OF TUKWILA
MAR 0 1 2013
PERMIT CENTER
EMERGENCY LIGHTING FACILjTIES 5444LL BE ARRANGED
TO PROVIDE' INITIAL -ILLUMINATION HAT'IS 4t LEAST, AN
AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY
POINT .OE .41, QT -4A1 31 . trFs$a2: Al,04:1• 4E PATH
OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS
SHALL BE FI RMITED..TO.:R Gu1 .,v,Ob..FQor-CANDLE
AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE AT THE END OF TWE EMERGANCY LIGHTING
TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION
UNIFORMITY RATIO OF 40 TO I SHALL NOTE EXCEED D.
RAY CODE NOTES :
HEAT IS VIA GAS, NO ELECTRIC HEAT ALLOWED
PROVIDE VAPOR ON ALL WALL TO THE WART SIDE
CAULK AND SEAL ALL OPENINGS TO OUTSIDE OR UNHEATED SPACES
INCLUDING WEATHER-STRIPPING AT ALL EXTERIOR DOORS.
MAXIMUM ALLOWABLE LOAD FOR SWITCH 15 80% OF 20 AMP CIRCUIT.
PROVIDE DUAL LEVEL SWITCHING IN ALL ROOMS ADJACENT TO
EXTERIOR UJ NDOWS
111Alkct.lrinnnmontcl(_Atn19M91n995 PPPPI=\ Tenant Irnnrnvnmantc1Ti,kwila Cnmmnri-tn Park1RI 17G CIFIISF NFTWfRKS (11-(19-131RFV 02-21-131T-1 BLDG
20139:29:27)
\SGE PAINT
40"
-'c
54"
VERTICAL GRAB BAR
8II
TOILET PAPER
`PLASTIC
LAMINATE
WAINSCOAT
•
2 BULB LIGHT BAR
FULL WIDHT
MIRROR TO
BACKSPLASH
0
--SCE PAINT
GRAB BAR
24"
1
18"
PLASTIC LAMINATE
WAINSCOAT -7
FLUSH HANDLE
ON OPEN SIDE
COVED SHEET VINYL BASE
INTERIOR ELEV4TION
SCALE:1/2" = 1'-0"
Jr
SPACER BAR, OR OTHER SUITABLE
SYSTEM, TO KEEP PERIMETER
COMPONENTS FROM SPREADING APART
/4' MIN.
CROSS RUNNER
MAN RUNNER
MIN. 2"
UN -ATTACHED WALLS
ALL ANGLE
NOTE:
ATTACH CEILING AND GRID TO WALL
ANGLE (MOULDING) AT TWO ADJACENT
WALLS VIA POP RIVETS.
4 *12 GA. WIRES WITHIN 2" OF
CROSS TEE CONNECTION
ARRANGED AT 90' FROM EACH
OTHER AND AT AN ANGLE NOT
EXCEEDING 45'. LOCATE
RESTRAINT PANELS AT 12' O.C. IN
EACH DIRECTION AND WITHIN 6'
OF EACH WALL.
NOTES:
INSULATED HOT 4 COLD
WASTE PIPE
INTERIOR ELEVATION
NOTE:
SUSPENSION WIRES TO BE 12 GAGE AT 4'
O.C. W/ ATTACHMENT DEVICES CAPABLE
OF SUPPORTING 100 POUNDS.
HANGER 4 PERIMETER WIRES MUST BE
PLUMB WITHIN 1 IN 6 UNLESS COUNTER
SLOPING WIRES ARE PROVIDED
1) MAN BEAMS TEES AND CROSS TEES MUST BE
HEAVY DUTY W/ CONNECTION STRENGTHS OF 100
POUNDS IN COMPRESSION 4 TENSION.
2) CEILING AREAS GREATER THAN 1000 SF MUST HAVE
LATERAL FORCE BRACING VIA DIAGONAL SPLAY
WIRES, LIMITING MOVEMENT TO LESS THAN 1/4" AT
POINT OF ATTACHMENT.
RESTROOM NOTES:
1. ALL ACCESSORIES TO BE MOUNTED AT +40"
TO OPERATING PORTION
2. INSULATE TI -IE NOT, WASTE AND COLD
WATER UNDER SINKS
3. TOILET FLUSH VALVE ON THE WIDE SIDE OF
ROOM
4. SHEET VINYL FLOORING WITH SEAM
SEALER AND COVED 6" SHEET VINYL BASE.
3) LIGHT FIXTURES TO EE POSITIVELY ATTACHED TO
MAIN AND CROSS TEES. AND IF OVER 56! MUST BE
INDEPENDENTLY SUPPORTED.
4) PARTITIONS GREATER THAN 6' TALL NEED
INDEPENDENT BRACING VIA SPLAY WIRES
(SEPARATE FROM ANY OTHER WIRES). PARTITIONS
6' OR LESS NO ATTACI-IMENT IS REQUIRED.
5) SPRINKLER HEAD PENETRATIONS MUST HAVE 2"
OVERSIZED TRIM TO ALLOW I" MOVEMENT IN ALL
DIRECTIONS.
6) MANUFACTURER CERTIFICATION OF COMPONENT
PERFORMANCE AND PERIODIC SPECIAL INSPECTION
OF ANCHOR SYSTEM 15 REQUIRED.
1) FOR CEILING AREAS EXCEEDING 2500 SF, A SEISMIC
SEPERATION JOINT OR FULL HEIGHT WALL PARTITION
THAT BREAKS THE CEILING SHALL BE PROVIDED.
8) ALL CROSS TEES 51-IALL BE CAPABLE OF
CARRYING THE DESIGN LOAD WITHOUT EXCEEDING
DEFLECTION EQUAL TO Y360 OF ITS SPAN.
9) ALL WIRE TIES ARE TO BE THREE TIGHT TURNS
AROUND ITSELF WITHIN 3 INCH.
RESTRAINED CEILING DETAIL5 (MEETS IBC 2009 SEC 808 AND ASTM C 635 ASTM C 636 AND ASCE 1-02)
SCALE
TI
TILT -UP CO► - P EL
EXISTING ROOFING OVER R -IS RIGI
INSULATION OVER 1/2" PLYWOOD
EXISTING SOFFIT, 5/8" GYP BD INSIDE, 2X4 JOIST AT
16" 0.C., 1/2" EXTERIOR GYP BD, 1X4 T AND G CEDAR
SIDING EXSITNG 2X4 AT 16" O.C. WITH EXISTING R -1I
INSULATION (REPLACE WITH R-21 INSULATION), 5/8"
GYP BD ON INSIDE
4X8 HEADER ABOVE STOREFRONT.
\Y�\\fes\Y/Z__
NEW SUSPENDED ACOUSTICAL CEILING WITH R-38
BATT INSULATION
NEUJ BRONZE ANODIZED THERMAL BROKEN ALUMINUM
FRAME WITH INSULATED GLAZING (W1)
NEW BRONZE ANODIZED THERMAL BROKEN ALUMINUM
FRAME WITH INSULATED GLAZING (W1) SAFETY
GLAZING PER CODE, SHIM UP AND PROVIDE SILL
PAN UNDER AND INSURE WATERTIGHTNESS AND
DRAIN AWAY FROM SIDEWALK
EXISTING CONCRETE SLAB
NEW STOEFONT SECTION
SCALE:1/2" = 1'-01'
EXIST • TILT -UP CONCRETE PANE
TYPE:
EXISTING ROOFING OVER R -IS RIGID
INSULATION OVER 1/2" PLYWOOD
G OVER
1/2" PL
-18 RIGID
WOOD
NEUJ SUSPENDED ACOUSTICAL CEI
R-38 BATT INSULATION
NEUJ SUS -'ENDED COUSTICAL CEILING WITH
R -3S BA T INSUL TION
INTERIO - PARTIT ON TYPE 1
NEW R-1.5 CONTINUOUS RIGID IN
CONCRETE; WITH 3 5/8" SIL STUB
R-13 MIN. VAPOR BARRIER AND
TYPE 5)
ULATION
,4T 24"
5/8" GY
LUE TO
C. WITH
BD. (WAL
EXISTI G DEMIS NG WALL
ADD LOUJN IN NSULATION AT OFFICE
AREA '► ONLY
EXISTING CONCRETE SLAB
CR055-SECTION
SCALE:1/2" = 1'-01'
FOR WALLS GREATER
THAN 8'- 0" IN
WIDTH WITHOUT AN
INTERSECTING WALL,
PROVIDE I2ga. WIRES
TO SPLAYED
45 a—,,-�---
AEYNDESCTOPREoWfgWRAOOF
LAlirw
r�l��—`itv
�•
■■■■■u....■■■■■.i,; ■■■uuuui ui
R-38 INSULATION ON
CEILING TILES
ATTACH TOP RUNNER
TRACK TO CEILING
GRID WITH 2 - +'6
x 1 1/8" LONG
SCREWS AT 2'-0" 0.C.
TYPICAL STUDS - 3 1/2",
25GA. STEEL e 24" 0.C.
(FOR WALL INSULATION SEE
PLAN) 5/8" GYP. BD. EA.
SIDE (FLUSH FINISH).
3 1/2"
4 3/4"
TYF. WALL TO REFLECTED CEILING
SCALE: 1-1/1" = I'-0"
PAINT BLACK
GASKETS 1/4"
EACH SIDE OF
FILLE
STEEL STUD -
ATTACH GYP.
BD.
WALL TO MULLION
SCALE: 1-1/2" = 1'-0"
/4" x 2"
FILLER BLACK
SILL BELOW
DEEP LEG TRACK
ATTACH e SILL
AND CEILING -
DO NOT ATTACH
GYP. BD. TO
TRACK
TYPES
2x4 WOOD STUD WALL (SEE SCHEDULE)
2x WOOD BLOCKING
2 1/2" WOOD CASING - STAINED
1 1/2" x WOOD JAMB - STAINED
5/8" x WOOD STOP - STAINED
1/4" CLEAR GLAZING (SAFETY GLAZING PER CODE)
5/8" GYP P. EACH SIDE
UJOOD FAME DETAIL: UJINDOUJ
SCALE: 1-1/2" = 1'-0"
SECTION
TYPICAL WALL
FRAMING
ATTACH BOTTOM
TRACK TO CONC.
FLOOR W/ HILTI OR APPROVED,
1" EMBEDMENT 0.131" DIAMETER
POWDER DRIVEN ANCHORS
AT 24" 0.C.
5/8" GYP. BD.
SOUND INSULATE ALL WALLS
EX. CONC. SLAB ON GRADE
WALL TO SL43
SCALE: 1-1/2" = 1'-0"
ADD R-38 IN ATION WITHIN
ROOF STRUCTU
ROOF STRUCTURE
STIFFENER OR BLOCK G
BETWEEN STIFFENERS
+ 1/2" SPICE
GYPBD. TO
GYP. BD.
EA. SIDE
6" DEEP LEG TRACK
ATTACH TO GLIB. W/3 -
1 5/8" SCREWS 2'-0"
0.C. (DEEP LEG 15 3")
STUDS * 2'-0" 0.C. NOT
ATTACHED TO TRACK BUT
LAPPED UP INSIDE 1".
GYPBD. ATTACHED TO
STUD -NOT TO GLB OR
TRACK- LAP 1 1/2" ON
TRACK
NOTE: 1) SOUND INSULATE WALL T0 10' AT OFFICE LOCATIONS
2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC.,
TELEPHONE, ETC.)
3) CAULK GYP. BD. TO CONCRETE SLAB.
ALT. MEAD DETAIL
SCALE: 1-1/2" = 1'-0" SECTION
ADD R-38 INSULATION WITHIN
ROOF STRUCTURE
+ 1/2" SPE
GYPS TO
GYP. BD.
EA. SIDE
ROOF STRUCTURE
PURLIN OR GLIB
6" DEEP LEG TRACK
ATTACH TO G.L.B. W/3 -
1 5/8" SCREWS a 2'-0"
0.C. (DEEP LEG 15 3")
STUDS 9 2'-0" 0.C. NOT
ATTACHED TO TRACK BUT
LAPPED UP INSIDE I".
GYPBD. ATTACHED TO
STUD -NOT TO GLIB OR
TRACK- LAP 1 1/2" ON
TRACK
NOTE: I) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS
2) FOAM ANY WALL PENETRATIONS FOR SOUND (ELEC ..—
TELEPHONE, ETC.)
3) CAULK GYP. BD. TO CONCRETE SLAB.
ALT. W-IEAD DETAIL
SCALE: 1-1/2" = I'-0"
REVIEWED FOR
CODE COMPLIA+<NCE
APPROVED
MAR 08 2013 6 -
City && Tukwila
BUILDING DIVISION
2x4 WOOD STUD WALL (SEE SCHEDULE)
2x WOOD BLOCKING
2 1/2" WOOD CASING - STAINED
1 1/2" x WOOD JAMB - STAINED
5/8" x WOOD STOP - STAINED
CTION
RECEIVED
CITY OF TUKWILA
MAR 01 2013
PERMIT CENTER
SOLID CORE WOOD DOOR (STAIN)
5/8" GYP SD. EACH SIDE
WOOD FAME DETAIL: WINDOW
SCALE: 1-1/2" = I'-0"
SECTION
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