HomeMy WebLinkAboutPermit PG09-137 - WESTFIELD SOUTHCENTER MALL - MOTHERHOOD MATERNITYMOT
ERHOOD MATERNITY
1057 SOUTHCENTER PY
Parcel No.: 6364200010
Address:
Suite No:
City Tukwila
1057 SOUTHCENTER MALL TUKW
Tenant:
Name: MOTHERHOOD MATERNITY
Address: 1057 SOUTHCENTER MALL , TUKWILA WA
Owner:
Name: WEA SOUTHCENTER LLC BSIP Phone:
Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247
Contact Person:
Name: LYN DAVIES
Address: 75 60TH ST SW , WYOMING MI
Contractor:
Name: PLUMBING EXPRESS INC
Address: 813 ACADEMY ST , SUMNER WA
Contractor License No: PLUMBEI98600
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.ci.tukwila.wa.us
PLUMBING /GAS PIPING PERMIT
DESCRIPTION OF WORK:
INSTALL NEW RESTROOM FOR NEW TENANT IN EXISTING MALL SPACE
Value of Plumbing /Gas Piping:
Fees Collected:
$10,000.00
$121.25
Plumbing
Bathtub or combination bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic, with independent dram
Drinking fountain or water cooler (per head)
Food -waste grinder, commercial
Floor drain
Shower, single head trap
Lavatory
Wash fountain
Receptor, indirect waste
Sinks
Urinals
Water Closet
doc: UPC -7/07
FIXTURE TYPE AND OUANTITY
* * continued on next page **
Permit Number:
Issue Date:
Permit Expires On:
PG09 -137
01/20/2010
07/19/2010
Phone: 800 - 285 -7866 X1
Phone: 253 826 -4621
Expiration Date: 09/20/2010
Uniform Plumbing Code Edition: 2006
International Fuel Gas Code Edition: 2006
Plumbing (cont.)
0 Building sewer and each trailer park sewer 0
0 Ram water system - per drain (inside bldg) 0
0 Water heater and /or vent 1
0 Industrial waste treatment interceptor, including
0 its trap and vent, except for kitchen type
0 grease interceptors 0
0 Repair or alteration of water piping and/or water
1 treatment equipment 0
0 Repair or alteration of drainage or vent piping 0
1 Medical gas piping system serving (1 -5)
0 inlets /outlets for a specific gas 0
0 Medical gas piping (6 +) inlets /outlets 0
1 Gas Piping
0 Gas piping outlets (0 -5) 0
1 Gas piping outlets (6 +) 0
PG09 -137 Printed: 01 -20 -2010
City "Tukwila
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.ci.tukwila.wa. us
Permit Number: PG09 -137
Issue Date: 01/20/2010
Permit Expires On: 07/19/2010
Permit Center Authorized Signature:
DjitaIL D ate: I (l/
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 t,J• • rmance of work. I am a oriz . sign and obtain this plumbing /gas piping permit.
Date: /72- i l0
Signature:
doc: UPC -7/07
Print Name: 40 14 K Ck/ '�-
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.
PG09 -137 Printed: 01 -20 -2010
Parcel No.: 6364200010
Address:
Suite No:
Tenant:
1: ** *PLUMBING AND GAS PIPING * **
doc: Cond -10/06
0
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
1057 SOUTHCENTER MALL TUKW
MOTHERHOOD MATERNITY
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
PG09 -137
ISSUED
11/18/2009
01/20/2010
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: 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.
* *continued on next page **
PG09 -137 Printed: 01 -20 -2010
•
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
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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 work
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06 PG09 -137
Date: ) --2
ordinances governing
or local laws regulating
Printed: 01 -20 -2010
Company Name:
CITY OF TUKWIL
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://intiv.ci.tultwila.tva.us
Site Address: 1 5c'u -/� i'��u
Tenant Name: /efedi?i ,-/ , 7f.l' 4 t 4
Property Owners Name: //z /C.,ry-/ ,/
Mailing Address: / /t71 f tti`t5` l;'P_
— r13 7
Contact Person:
E -Mail Address:
Contractor Registration Number:
Company Name: C iv) c
/� rr L0'1 et
lz ( 1
Mailing Address: 7/t i 1 r r'^ Ki't / c)
Contact Person: a /V/ o rd G ti
E -Mail Address:
Company Name: O c .. / " 7 4. Co A 5 u / f'I . y
Mailing Address: 6 35 W e t I Pu el Pry,/ r 3 c c
Contact Person: D " t 'e �t n
E -Mail Address:
H:\Applications\Foens- Apphwtions On Line\2009 Applications \1 -2009 - Permit Application.doc
Revised: 1 -2009
bh
1
Building Permit No. DOg - ,_ 21
Mechanical Permit No. M Q q— 1 q
Plumbing /Gas Permit No. l G Oct - �3l
Public Works Permit No.
Project No.
(For office use only)
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 LOCATION
King Co Assessor's Tax No.: �2 3La ZU - 47‘)/0
Suite Number: / 3C)5 Floor:
New Tenant: zt Yes ❑ ..No
State
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: / '1,y it a (.d 1 e �7 Day Telephone: ?)O -2 6m
Mailing Address: Il 7) 6'' 04 h i ZJ [ / 11 ,Al / 7. c�
aa Cit State Zip
E -Mail Address/y Il 6 ireC-f 5:16/V 4 l 7 �1 (- O /V Fax Number: t :/t CJ ? 3 q J/
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
brk
Mailing Address:
e 10, tic
cil
lJ' =r 111w
city
city
Day Telephone:
Fax Number:
Expiration Date:
State
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
State
Day Telephone: `/7 .) (s'S' - S f 9,(
Fax Number: go) c3C - SL yy
Zip
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
TX 7Co5J
State Zip
Day Telephone: Cr/ i) Y ro -- 5
Fax Number: S17) AC/ - ` P/
Page 1 of 6
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Drinking fountain or
water cooler (per head)
Food -waste grinder,
commercial
Floor Drain
f
Shower, single head trap
Lavatory
I
Wash fountain
Receptor, indirect waste
Sinks
y
1
Urinals
Water Closet
f
Building sewer and each
trailer park sewer
Rain water system — per
drain (inside building)
Water heater and/or vent
I
Industrial waste treatment
interceptor, including trap
and vent, except for kitchen
type grease interceptors
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity)
Grease interceptor for
commercial kitchen ( >750
gallon capacity)
Repair or alteration of
water piping and/or water
treatment equipment
Repair or alteration of
drainage or vent piping
Medical gas piping
system serving 1 -5
inlets/outlets for a
specific gas
Each additional medical
gas inlets /outlets greater
than 5
Backflow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
Backflow protective device
other than atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1 -5)
Atmospheric -type
vacuum breakers not
included in lawn
sprinkler backflow
protections over 5
Gas piping outlets
PLUMBING AND GAS PIPIN''ERMIT INFORMATION - 206 - 431 -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name: — 1 -- 13D
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Project (contractor's bid price): $ ((') 000
Scope of Work (please provide detailed information): nn
vest vaiR.- -Gy- u.4.,w
Building Use (per Int'I Building Code): .1�.. — I�
Occupancy (per Intl Building Code): l4 " 64e4-c jii a + l 1 to
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
H:\ApplicationsWomu- Applications On-Line \2009 Applications \1 -2009 Permit Application.doc
Revised' 1 -2009
Page 5 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER 0 A ORIZED 4 ENT:
Signature:
Print Name: / 4/4 /),41/ i e
Mailing Address: 7- _ £' 0 in J t e> (,)
Date Application Expires:
Date Application Accepted:
Uvkfc3 CG
H:\Applications\Forms- Applications On Line\2009 Applications\I -2009 - Permit Application.doc
Revised: 1 -2009
bb
(1 ) Al /,/c,
City
Day Telephone-
Date: //// ./U
Oc ;2 ` 2/( -/
State zip
Staff Initials:
Page 6 of 6
1
•
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.tulcwila.wa.us
RECEIPT
Parcel No.: 6364200010 Permit Number: PG09 -137
Address: 1057 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 11/18/2009
Applicant: MOTHERHOOD MATERNITY Issue Date:
Receipt No.: R10 -00082
Initials:
User ID:
Payee:
WER
1655
ACCOUNT ITEM LIST:
Description
PLUMBING EXPRESS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Cash
Authorization No.
PLUMBING - NONRES
97.00
Account Code Current Pmts
000.322.103.00.00 97.00
Total: $97.00
Payment Amount: $97.00
Payment Date: 01/20/2010 02:22 PM
Balance: $0.00
AYMENT
RECEIVED
doc: Receiot -06 Printed: 01 -20 -2010
Receipt No.: R09 -01840
Initials:
User ID:
Payee:
WER
1655
•
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
PRECISION PERMIT SERVICE
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 6990 24.25
Authorization No.
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
RECEIPT
Parcel No.: 6364200010 Permit Number: PG09 -137
Address: 1057 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 11/18/2009
Applicant: MOTHERHOOD MATERNITY Issue Date:
Total: $24.25
Payment Amount: $24.25
Account Code Current Pmts
000.345.830 24.25
Payment Date: 11/18/2009 09:56 AM
Balance: $97.00
PAYME".T
RECEIVE
doc: Receipt -06 Printed: 11 -18 -2009
Project: /
l� - 20 - .r4�ol/
Type of Inspection: )
�- . -r.//1/ 1 � c V
Add
/€ 5 7 . i,e�A, .,
,
D to Called:
/>
Special Instructions:
Date Warted:
07 , 57/ 0
a.m.
p•m�
Requester:
Phone No:
X53-25j — / °zC1
3
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
CON1MENTS:
7 1-- ) ...-,e/4-7; (;:‘ - l ie leleVI - 7 4/1/
spect r:
El 6'.00 REINSP CTION E REQUI ED. Prior to inspection, fee must be
d at 6300 Southcenter lvd., S Ite 100. Call to schedule reinspection.
Receipt No.:
Date: t' ` i f'v
Date:
Approved per applicable codes. Corrections required prior to approval. !0
,'ms /s'
1�
Project:
OM OT�4�
Typg. Inspection:
� - 6k6 t-4 -_i ki --91LLAAAk
Address:
l 0 S7 Six i l n -4 -I
Date Called:
A t 4
Special Instructions:
Date Wanted:
- Z.2. -to "
a.m.
p.m.
Requester:
a
Phone No:
3 2.S
— i (.
°
r----- INSPECTION RECORD
R etain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Approved per applicable codes. LJ Corrections required prior to approval.
CO ENTS:
1e J
Date. 2-Z — ro
0 REINSPECTION FEE QUIR D. Prior to inspection, fee must be
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
pt No.: Date:
et-
Project:
A a lkei LO a A AAA :
Type o Inspecti n:
Address:
C
7 S/ m A4 I
Date Called:
61 a
Special Instructions:
M-k 1 A2� ge
/'
a
Date Wanted: �.
/ - 2 I- 10 p.m.
Requester:
Phone No: _ ,� - e „ C'
�S3 L� [�
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
P6 off' -
PERMIT NO.
NO.
l"
(206)431 -3670
Approved per applicable codes. El Corrections required prior to approval. /'
COMMENTS:
Inspec r: C �
Date:
1 — ( 3
D $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
dp Don Penn
ConsuOling (Engineer
635 Westport Parkway, Suite 300
Grapevine, Texas 76051
817 - 410 -2858 (Metro)
817- 251 -8411 (Fax)
Electrical
December 1, 2009
City of Tukwila
RE: Motherhood Maternity
1057 Southcenter Mall
Tukwila, WA
Dear Mr. Allen Johannessen:
1 i3'1
The following are our responses to your comments on September 17, 2009.
Comment #1:
Plan shows the water heater located over the bathroom door. Water heater details show water
heater located on a wall hung platform. Please provide specific details to show where the water
heater shall be located. If located above the ceiling, provide specific details for the platform and
method of access to the water heater providing an unobstructed passage way for maintenance.
(IMC 306.3)
Response:
Please refer to sheet MP1.1 for relocation of water heater.
Comment #2:
In addition to item 1 the plat form and maintenance access shall be supported separately from
and not impact the suspended ceiling. Include in the details construction of the platform to
show it supported independently from the suspended ceiling system.
Response: Please refer to sheet MP1.1 for detail regarding platform support.
If you have any questions regarding the above, please do not hesitate to call.
hank
Don Penn, PE
Don Penn Consulting Engineer
• Specialty Lighting • Mechanical
•
Energy Systems
November 23, 2009
Lyn Davies
75 — 60 Street SW
Wyoming, MI 49548
Dear Applicant,
Sincerely,
er Marshall
it Technician
e
File: PG09 -137
•
City of Tu ,:: #.'gla
r
Department of Community Development
RE: CORRECTION LETTER #1
Plumbing /Gas Piping Permit Application Number PG09 -137
Motherhood Maternity —1057 Southcenter Mall
Jim Haggerton, Mayor
This letter is to inform you of corrections that must be addressed before your plumbing/gas piping
permit(s) can be approved. All correction requests from each department must be addressed at the same
time and reflected on your drawings. I have enclosed comments from the Building Department. The
Public Works Department has no comments at this time.
Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding
the attached memo.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that two (2) complete sets of revised
plans, 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. Corrections /revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 431 -3670.
c,
W:\Permit Center \Correction Letters\2009\PG09 -137 Correction Letter #1.DOC
Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Building Division Review Memo
Date: November 20, 2009
Project Name: Motherhood Maternity
Permit #: PG09 -137
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
(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. Plan shows the water heater located over the bathroom door. Water heater details show water heater
located on a wall hung platform. Please provide specific details to show where the water heater shall
be located. If located above the ceiling, provide specific details for the platform and method of access
to the water heater providing an unobstructed passage way for maintenance. (IMC 306.3)
2. In addition to item 1 the plat form and maintenance access shall be supported separately from and not
impact the suspended ceiling. Include in the details construction of the platform to show it supported
independently from the suspended ceiling system.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
DEPARTMENTS: b
Building Division 1
Public Works
Complete
Comments:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Documents/routing slip.doc
2 -28 -02
• PERIVII 9 0/OM COPY el
PLAN REVIEW/ /ROUTING SLIP
ACTIVITY NUMBER: PG09 -137 DATE: 12 -04 -09
PROJECT NAME: MOTHERHOOD MATERNITY
SITE ADDRESS: 1057 SOUTHCENTER MALL
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1
Revision # after Permit Issued
Fire Prevention
❑ Structural
Incomplete n
DATE:
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-08-09
Not Applicable
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required u No further Review Required NI
DATE:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 01-05-10
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: PG09 -137 DATE: 11 -18 -09
PROJECT NAME: MOTHERHOOD MATERNITY
SITE ADDRESS: 1057 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
r
BUldin: ivislo `
A) A_ U
Public orks
Complete
Comments:
APPROVALS OR CORRECTIONS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Documents /routing slip.doc
2 -28 -02
• IV
PE 11
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required No further Review Required n
Planning Division
Permit Coordinator
DUE DATE: 11-19-09
Not Applicable
REVIEWER'S INITIALS: DATE:
Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 12 -17 -09
Approved Approved with Conditions Not Approved (attach comments) g
Notation:
REVIEWER'S INITIALS: DATE:
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: /p? Ll D I Plan ChecWPermit Number: ,4 0'9 - / 3
❑ Response to Incomplete Letter #
Er Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
7 Loci i Z<Z1 --CMIT
/ 257 <;/1C
DEC crrv
04 2009
°ERMIT cEMER
Project Name:
Project Address:
Contact Person: ✓fie u E 2�., � Phone Number: t�'/ �l /�' - - 5,
Summary of Revision:
e7 /74%/ � f^r��
Sheet Number(s): /V//. /
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
X Entered in Permits Plus on 1 4 t
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
PRECIM*121KB
PRECISION
MECHANICAL
CONSTRUCTION
CONTRACTOR
PLUMBING
UNUSED
5/2/1988
3/17/1989
ARCHIVED
PLUMBE*1620Q
PLUMBING
EXPRESS,
THE
CONSTRUCTION CONTRACTOR
PLUMBING
UNUSED
9/18/1984
9/18/1986
ARCHIVED
PLUMBE *077PR
PLUMBING
EXPRESS
CONSTRUCTION
CONTRACTOR
PLUMBING
UNUSED
10/19/199310/19
/2003
RELICENSED
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
1
GREAT
AMER INS
CO OF
NY
790286551001010
/19/2001
Until
Cancelled
$6,000.0009/20/2002
Name
Role
Effective Date
Expiration Date
KILDARE, JOHN T
PRESIDENT
09/20/2002
KILDARE, KRISTI
VICE PRESIDENT
09/20/2002
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with LI*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
PLUMBING EXPRESS
INC
2538264621
813 ACADEMY ST
SUMNER
WA
98390
PIERCE
Corporation
UBI No.
Status
License No.
License Type
Effective Date
Expiration
Date
Suspend Date
Specialty 1
Specialty 2
602226682
ACTIVE
PLUMBEI98600
CONSTRUCTION
CONTRACTOR
9/20/2002
9/20/2010
PLUMBING
UNUSED
Other Associated Licenses
Business Owner Information
Bond Information
Insurance Information
•
•
Page 1 of 2
https: // fortress .wa.gov /lni/bbip /Detail.aspx 01/20/2010
SET
WALLS
° -1
BASE
9 -1
FLRV
C -2
CLOSET
WALLS
P -1
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RESTROOM
WALLS
P -1
BASE
B -1
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CLOSET
WALLS
P -1
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B -1
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FITTING ROOMS
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P -1
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ARCHITECT OF RECORD:
cxylA
CORTLAND.
M 0 R G A N
ARCHITECT
711 NORTH FIELDER ROAD
ARLINGTON, TEXAS 76012
PH: (817) 635 -5696
FAX: (817) 635 -5699
ENGINEER OF RECORD:
DON PENN CONSULTING
635 WESTPORT PKWY.
SUITE 300
GRAPEVINE, TX 76051
PHONE: (817) 410 -2858
FAX: (817) 251 -8411
POC: MICHELLE JUDKINS
D.M.C. CONTACT
DESTINATION MATERNITY CO.
456 NORTH 5TH STREET
PHILADELPHIA, PA 19123
PROJECT MANAGER:
ROMAN GOODFELLOW
PHONE: (215) 873 -2308
FAX: (215) 625 -9379
:83NDIS30
ROMAN GOODFELLOW
(215) 873 -2308
FAX: (215) 625 -9379
MA T E R N 1 T Y
SOUTHCENTER MALL
1057 SOUTHCENTER - SPACE #1305
TUKWILA, WA 98188
60/9/11 :MSS, z.
DESCRIPTION:
,
CTs
,r.
.1,:
ORIGINAL DATE Of
rON
1I"l
REV. DATE
DRAWN BY: C.M.
FLOOR AND WALL
FINISH PLAN.
A2 is 0
ARCHITECT OF RECORD:
C O R T L A N D c41,,,,IA
M O R G A N
ARCHITECT
711 NORTH FIELDER ROAD
ARLINGTON, TEXAS 76012
PH: (817) 635 -5696.
FAX: • (817) . 635 -5699
I I
1
1
ENGINEER OF RE
. T
GRAPEVINE, TX
PHONE (817) 4
FAX: (817) 251 -
POC: MICHELLE
D.M.C. CONTACT
DESTINATION MATERNITY CO.
456 NORTH 5TH STREET
PHILADELPHIA, PA 19123
PPROJECT MANAGER: •
ROMAN GOODFELLOW
PHONE: (215) 873 -2308
FAX: (215) 625 -9379
I :2 3NDIS30
ROMAN GOODFELLOW
(215) 873 -2308
FAX: (215) 625 -9379
1
1 1V1 AA. JJL ILL A.VCJJI, '
MA T E R N 1 T Y
SOUTHCENTER MALL
1057 SOUTHCENTER - SPACE #1305
TUKWILA, WA 98188
60/9/11 :MSS!
DESCRIPTION:
88
c
r� b •
CO H s
.:.(
E
i6;1
ORIGINAL DATE Of
"ON
REV. DATE
•
DRAWN BY: C.M.
INTERIOR ELEVATION
PLAN
. 3.0
1 EXIT 0
/i /i
/i /i
/i /i
/i /i
1
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1
//
T
1
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//
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1
11) 'VI
1
A
A3.0
ADA COMPLIANT
UNISEX /HANDICAP SIGN,
SUPPLIED & INSTALLED BY
G.C. ® 60" A.F.F. (TYP)-
B -1
B -1
±-
24" X 66" MIRROR
SCALE 1/4" =
P -1A
INTERIOR ELEVATION
SCALE 1/4" = 1 - 0 "
B -1
- CLOTHING HOOK 0 A.F.F.
(TIP? FOR 4),
-HOOK PANEL 0 48" A.F.F.
MOP HOLDER / / /
MOP SINK
B -1
P -1
P -1
- ADA COMPLIANT
HANDICAP SIGN,
DOOR /FRAME SUPPLIED &
INSTALLED BY G.C.
0 60" A.F.F. (TIP.)
INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
42" GRAB BAR MOUNTED
®
36 A.F.F. PROVIDED &
INSTALLED BY G.C.
36" GRAB BAR MOUNTED
0 36" A.F.F. PROVIDED &
INSTALLED BY GC.
p o
I .1
�
H.C. ACCESSIBLE LA V.
SUPPLIED /INSTALLED BY GC.
48" x 66" CLEAR FLOOR
SPACE AT WATERCLOSET.
30" x 48" MIN. CLEAR
FLOOR SPACE AT LAV.
HANDI CAP RESTROOM ELEVATIONS
G.C. TO SUPPLY AND INSTALL 1 "x4"
F.R.T. WOOD TRIM, PAINT P -1A. —
TOP OF FITTING ROOM
WALL 0 8=0" A.F.F.
1
TAKE BACK HOOK
® 6' -0" A.F.F. (TIP.)
B -1
FRAME
(TYP)
8 -1
BEYOND
'MOTHERHOOD MATERNITY" LETTERS PIN
MOUNTED TO TOP OF CLOSET SUPPLIED
AND INSTALLED BY M. WI. SIGN VENDOR -
MOTHIRHIDD
M A T ! R N 1 TV
2
0===s
CA : Hr'AP
(SHOWN CASHED)
P -1A
FRAME FRAME
9=O" CLOSET
P -1A
P -1A
Ate•
B -1
P -1A
FRAME
(TYP)
P -1A
P -1
9'-0"
A.F.F.
0'-0"
A.F.F.
3 -1
l
(2) TWO 12" WHITE MELAAMINE SHELVES
W/ HOLD DOWN CLIPS - SUPPLIED BY
FIXTURE VENDOR, INSTALLED BY G.C. -�
WP -1
c
P -1
2=0"
y " • 3 , 0 " •
B -1
P- 1 A
WP -1
PAPER TOWEL DISPENSER 0 48"
A.F.F. (MAX) McMASTER -CARR
SUPPLY COMPANY - MODEL
#3017K16. PROVIDED & INSTALLED
BY G.C.
18 "W x 36 "H .MIRROR
BY G.C. BOTTOM OF
MIRROR 0 40" A.F.F.
(MAX.) PROVIDED &
INSTALLED BY G.C.
HORIZ GRAB BAR -
SUPPLIED/INSTALLED BY GC.
HOT WATER AND DRAIN PIPES UNDER LA V SHALL BE
INSULATED TO PROTECT AGAINST CONTACT THERE SHALL
BE NO SHARP OR ABRASIVE SURFACES UNDER LA V
P -1
4 Z N N
\ \ \ \ \
B -1
P -1A
- 24 "W x 63 "H MIRROR BY C.C.
(INSTALLATION SIMILAR TO
FITTING ROOM MIRRORS).
P- 1A
TIP. (DO / FRAME)
B -1
9=0"
A.F.F.
A.F.F.
0
15' -0"
A.F.F.
P -1
10'-0" j
A.F.F.
A.F.F.
12' -0"
A.F.F.
10=0"
A.F.F.
P -1A
a
a
0'-0"
A.F.F. T
C
\--HOOK AFF B -1
PANEL TO BE MOUNTED
4' -0" A.F.F., SUPPLIED BY FIXTURE
VEN 0)
R, INSTALLED BY G.C. (SEE
F /
42" 11
B -1
HORIZ. GRAB BAR -
SUPPLIED /INSTALLED
BY G.C.
TOILET 17SSUE HOLDER
SUPPLIED/ INSTALLED
BY G.C.
0=0"
P -1A
P -1
P -1
DOOR /FRAME
INTERIOR ELEVATION
SCALE 1/4" = 1'0"
4' -10" SIMNGWALL SUPPLIED
BY D.M.C. INSTALLED BY G.C.
8 -1
- (2) TWO 12" WHITE MELAMINE
SHELVES W/ HOLD DOWN CLIPS -
SUPPLIED BY FIXTURE VENDOR,
INSTALLED BY GC.
9 =0
A.F.F.
CEILING MOUNTED OPTEX TRANSMITTER
EXIT SIGN SUPPLIED SUPPLIED BY D.M.C.
BY D.M.C. INSTALLED INSTALLED BY G.C.
BY G.C. --- _
WP -1
(v)
P -1
1 INTERIOR ELEVATION
...13_.01 SCALE 1/4" = 1' -0"
4' - -10"
R.O. (BY G.C.)
B -1
P -1
B -1
B -1
12' -0"
A.F.F.
G.0 TO CUT STANDARDS IN FIELD AS NECESSARY
TO HOLD TOP OF STANDARD 4" FROM TOP OF WALL.
(BOTTOM OF STANDARDS 0 1'-6" ± A.F.F.)
r-
G.C. TO SUPPLY AND INSTALL 1 "x4"
F.R. T WOOD TRIM, PAINT P -1A.
TOP OF F1T17NG ROOM
WALL 0 8' -0" A.F.F.
REVIEWE FOR
CODE COMPLIANCE
APPROVED
DEC 0 8 2009
City of Tukwila
B UILDING DIVISInN
RESTROOM ACCESSORY SCHEDULE:
• G.C. TO VERIFY EXISTING CONDI77ONS AND SUPPLEMENT AS REQUIRED.
• PAPER TOWEL DISPENSER- 4501T2 - ROLL TYPE DISPENSER
AVAILABLE THRU McMASTER -CARR SUPPLY COMPANY, CLEVELAND, OH.
PHONE / (330) 995 -5500
• TOILET TISSUE HOLDER - SURFACE MOUNTED STAINLESS STEEL /2863K41
AVAILABLE THRU McMASTER -CARR SUPPLY COMPANY, CLEVELAND, 011.
PHONE / (330) 995 -5500
• HOOK PANEL MOUNTED AT WALL, SUPPLIED BY TENANT
• NEW SEAT FOR WATER CLOSET (TOILET SEAT MUST .HAVE LID)
• GRAB BARS - 1 1/2" DIA. SNAP FLANGE B -6806 SERIES 48" AND 36"
LENGTHS OR AS NOTED ON DRAWINGS w/ ANCHOR PLATES TO WITHSTAND
250 LBS PRESSURE, VERTICAL AND HORIZONTAL.
ADA REQUIREMENTS FOR RESTROOM
4,16 WATER CLOSET,
4.16.1 GENERAL: ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH 4.16.
4.16.2 CLEAR FLOOR SPACE CLEAR FLOOR SPACE FOR WATER CLOSETS
NOT IN STALLS SHALL COMPLY WITH A /A3.0. CLEAR FLOOR SPACE
MAY BE ARRANGED TO ALLOW EITHER A LEFT - HANDED OR
RIGHT- HANDED APPROACH.
4.16.J HEIGHT THE HEIGHT OF THE WATER CLOSETS SHALL BE 17" TO 19"
(430mm TO 485mm) MEASURED TO THE TOP OF THE TOILET SEAT
(SEE OIL A /A30). SEATS SHALL NOT BE SPRUNG TO RETURN TO A
LIFTED POSTTIOW.
4.16.4 GRAB BARS. GRAB BARS FOR WATER CLOSETS NOT LOCATED IN
STALL SHALL COMPLY WITH 4.26 AND DETAIL A/A3.0. THE GRAB BAR
BEHIND THE WATER CLOSET SHALL BE 36" (915mm) MINIMUM.
4.16.5 FLUSH CONTROLS :: FLUSH CONTROLS SHALL BE HAND OPERATED
OR AUTOMATIC AND SHALL COMPLY NTH 4.2Z4. CONTROLS FOR
FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET
AREAS NO MORE THANN 44" (1120mm) ABOVE THE FLOOR.
4.16.6 DISPENSERS: TOILET PAPER DISPENSERS SHALL BE INSTALLED
WITHIN REACH. AS SHOWWN IN A /A30. DISPENSERS THAT •
CONTROL DEUVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER
FLOW SHALL NOT BE USED.
4.19 LAVATORIES AND MIRRORS'
4.19.1 GENERAL: THE REQUIREMENTS OF 4.19 SHALL APPLY TO LAVATORY
FIXTURES, VANITIES AND BUILT-IN LAVATORIES.
4.19.2 HEIGHT AND CLEARANCES LAVATORIES SHALL BE MOUNTED WITH
THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" (865mm)
ABOVE THE FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29"
(735mm) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE APRON.
KNEE AND TOE CLEARANCE SHALL COMPLY WITH A /A3.0
4.19.3 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE 30" x 48" (760mm x
1220mm) COMPLYIN WITH 4.2.4 SHALL BE PROVIDED IN FRONT OF
A LAVATORY TO ALLOW FORWARD APPROACH SUCH CLEAR FLOOR
SPACE SHALL ADJOIN OR OVERFLAP AN ACCESSIBLE ROUTE AND
SHALL EXTEND A MAXIMUM OF 19" (485mm) UNDERNEATH THE
LAVATORY (SEE DETAIL A /A3.0).
4.19.4 EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES
UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE
CONFIGURED TO PROTECT AGAINST CONTACT THERE SHALL BE NO
SHARP O4 ABRASIVE SURFACES UNDER LAVATORIES.
4.195 FAUCETS: FAUCETS SHALL COMPLY WITH 4.2Z4. LEVER- OPERATED,
PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE
EXAMPLES OF ACCEPTABLE DESIGN. IF SELF - CLOSING VALVES ARE USED
THE FAUCET SHALL REMAIN OPEN FOR AT LEAST TEN SECONDS.
4.19.6 MIRRORS: MIRRORS SHALL BE MOUNTED WTI/ THE BOTTOM EDGE
OF 111E REFLECTING SURFACE NO HIGHER THAN 40" (1015mm)
ABOVE THE FINISH FLOOR (SEE DETAIL A /A3.0)
4.26.1 GENERAL: ALL HANDRAILS, GRAB BARS, AND TUB AND SHOWER SEATS,
REQUIRED TO BE ACCESSIBLE BY 4.1, 4.8. 4.9, 4.16, 4.17, 4.20 OR 4.21
SHALL COMPLY WITH 4.26.
4.26.2 SIZE AND SPACING OF GRAB BARS AND HANDRAILS
THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A HANDRAIL
OR GRAB BAR SHALL BE 1 -1/4" TO 1 -1/2" (32mm TO 38mm),
OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.
IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL,
THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 -1/2"
(38mm) (SEE DETAIL A /A3.0). HANDRAILS MAY BE LOCATED IN A
RECESS IF 111E RECESS IS A MAXIMUM OD 3" (75mm) DEEP AND
EXTENDS AT LEAST 18" (455mm) ABOVE THE TOP OF THE RAIL
4.26.3 STRUCTURAL STRENGTH THE STRUCTURAL STRENGTH OF THE GRAB
BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES
SHALL MEET THE FOLLOWING SPEC/FICATTONS
(1) BENDING STRESS IN A CRAB BAR OR SEAT INDUCED BY THE
MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 IBF (1112N)
SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL
OF THE GRAB BAR OR SEAT.
4.26.4
OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY
OR ABRASIVE' ELEMENTS EGRESS SHALL HAVE A WN!MUM RADIUS OF
1/8" (J 2mm).
x(,69- 137
DMC STORE #
. 4083
RELOCATION
(2)SHEAR STRESS IN A GRAB BAR OR SEAT INDUCED BY THE
APPLICATION OF 25018F (1112N) SHALL BE LESS THAN THE ALLOWABLE
SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT
If THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS
MOUNTING BRACKET OR OTHER SUPPORT 1S CONSIDERED TO BE FULLY
RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL
BE TOTALED FOR THE COMBINED SHEAR STRESS MIICH SHALL NOT
EXCEED THE ALLOWABLE SHEAR STRESS
(3) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING D£NCE FROM
THE APPLICA110N OF 250/BF (1112N) SHALL BE LESS THAN THE
APPLICATION OF 250 IBF (1112N) SHALL BE LESS THAN THE ALLOWABLE 9�
WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING RECEIVED
/ED
STRUCTURE. 6� C
(5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS NOV 18 /009
ELIMINATING HAZARDS A HANDRAIL OR GRAB BAR AND ANY MIT CE
HVAC LOAD SUMMARY
C O R T L A N D c wiA
M 0 R G A N
A R C H I T E C T
711 NORTH FIELDER ROAD
ARLINGTON, TEXAS 76012
PH: (817) 635 -5696
FAX: (817) 635 -5699
ENGINEER OF RECORD:
DON PENN CONSULTING
635 WESTPORT PKWY.
SUITE 300
GRAPEVINE, TX 76051
PHONE: (817) 410 -2858
FAX: (817) 251 -8411
POC: MICHELLE JUDKINS
MOTHERHOOD MATERNITY
SOUTTICENTER MALL
TUKWILLA, WA
1464 SQUARE FEET
DESTINATION MATERNITY CO.
456 NORTH 5TH STREET
PHILADELPHIA, PA 19123
ASHRAE DESIGN CONDITIONS
NS
ROMAN GOODFELLOW
PHONE: (215) 873 -2308
FAX: (215) 625 -9379
-_
COOLING OA DB 85 COOLING OA WB
COOLING IA DB 75 COOLING IA WB
+ HEATING OA 28 HEATING IA
+ ROOF U- FACTOR 0.000 L TS- RECESSED
+ LIGHT DIVERS ** 1.2 ..TS- RECESSED
VAV MIN AIR 418 MISC. WATTS
+ L TS- SURFACE 2666 SQ FT /PERSON
+ 7 . TS- SURFACE 100 NO OF PEOPLE
+ WALL AREA 0 WALL U- FACTOR
+ ZROOF TO SPACE 70
PEOPLE SENS HEAT 250 PEOPLE LATENT
65 +
63
68
1112 +
70 +
2000 +
75 +
20
0.20+
250
-
1200
-
COOLING LOAD SUMMARY
SENSIBLE HEAT GAIN LATENT HEAT GAIN
DESCRIPTION:
PEOPLE 4880 PEOPLE
VEN77LA 170N 0 VEN77LA 770N
ROOF LOAD 0 70Z TO SPACE
L TS- SURFACE 10919 100% TO SPACE
L TS- RECESSED 3188 70% TO SPACE
MISC LOAD 6826
WALL LOAD 0
4880
0
TOTAL SENSIBLE 25813 TOTAL LATENT
4880
TOTAL COOLING LOAD 30693BIUH
SENS /TOTAL RA770 84 9
NOMINAL CFM (15 DEG F DIFF) 1173 CFM
+ SUPPLY AIR TEMP 55 DEG F
TEMPERATURE DIFFERENCE 20 DEG F
UNISH
DPR
BORDER
STYLE
-
HEATING LOAD SUMMARY
1 ORIGINAL DATE 01
SENSIBLE HEAT GAIN LATENT HEAT GAIN
CLG.
-
VENTILATION 0 VENTILATION
ROOF LOAD 0
WALL LOAD 0
0
TOTAL SENSIBLE 0 TOTAL LATENT
0
-
TOTAL HEATING LOAD
NOMINAL KW ELEC HEAT
MINIMUM KW ELEC HEAT
(BASED ON 20 DEG F RISE 0 VAV MIN AIR)
0 BTUH
0 KW
3 KW
-
•
ARCHITECT OF RECORD:
C O R T L A N D c wiA
M 0 R G A N
A R C H I T E C T
711 NORTH FIELDER ROAD
ARLINGTON, TEXAS 76012
PH: (817) 635 -5696
FAX: (817) 635 -5699
ENGINEER OF RECORD:
DON PENN CONSULTING
635 WESTPORT PKWY.
SUITE 300
GRAPEVINE, TX 76051
PHONE: (817) 410 -2858
FAX: (817) 251 -8411
POC: MICHELLE JUDKINS
D.M.C. CONTACT
DESTINATION MATERNITY CO.
456 NORTH 5TH STREET
PHILADELPHIA, PA 19123
1PROJECT MANAGER:
ROMAN GOODFELLOW
PHONE: (215) 873 -2308
FAX: (215) 625 -9379
DESIGNER:
ROMAN GOODFELLOW
(215) 873 -2308
FAX: (215) 625 -9379
--
1200
MA T E R N 1 T Y
SOUTHCENTER MALL
1057 SOUTHCENTER - SPACE #1305
TUKWILA, WA 98188
1 60/9/1.1. :311SSI z
DESCRIPTION:
BLDG. DEPT. COMMENTS
CATALOG
NUMBER
SIZE
MOUNTING
MATERIAL
UNISH
DPR
BORDER
STYLE
REMARKS
1 ORIGINAL DATE 01
:'ON
CLG.
OTHER
STEEL
ALUM.
SD -1
TMS
24x24"
12'0
•
REV. DATE:
60/1. /Z1.
A
B
C
LAY -IN
SD -1
TMS
12 "x12"
DRAWN BY: C.M.
MECHANICAL
SPEC.'S & DETAILS
MPI
MECHAN /CAL GENERAL NOTES (AS APPLICABLE)
1. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE
ENGINEER SHALL BE NOTIFIED IMMEDIA TEL Y.
2 ALL WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND PLUMBERS UNDER
THE DIRECTION OF AN EXPERIENCED SUPERVISOR HA DING EXPERIENCE IN INSTALLING
EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AS INDICATED BY THE CONTRACT
DOCUMENTS.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES AND
REGULATIONS OF THE STATE AND LOCAL CODES AND IN ACCORDANCE WITH CURRENT
INDUSTRY STANDARDS.
PROVIDE ALL EQUIPMENT MATERIALS, LABOR SUPERI4SION, AND SERVICES, NOT
PROVIDED BY THE LANDLORD, AND NECESSARY FOR OR INCIDENTAL TO THE
.. INSTALLA170N OF A COMPLETE AND OPERATING HVAC, FIRE PROTEC710N, AND /OR
PLUMBING SYSTEM AS SHOWN OR INDICATED ON THE DRAWINGS AND /OR AS SPECIFIED.
5. CON1RACTOR HALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING
OPERAIIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT, OR
OVER WHICH THE MAY TRANSPORT, HOIST, OR MOVE MATERIALS, EQUIPMENT, DEBRIS,
ETC. AND SHALL REPAIR ANY DAMAGE CAUSED TO MATCH EXISTING BEFORE DAMAGE.
THE CONTRACTOR SHALL COORDINA7E AND NOTIFY 7HE BUILDING OWNER AND OPERATOR
FOR APPROVAL VD SCHEDULING OF ALL BUILDING OR EXISTING TENANT SYSTEM
6. CONTRACTOR HALL EXAMINE AND BECOME FAMIUAR 14I1H ALL CONTRACT DOCUMENTS
IN THEIR EN11RETY AND SURVEY 1HE PROJECT AND BECOME FAMILIAR 1447H 7HE EXISTING
COND111ONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A
THOROUGH EDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL
COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY
OF THE TOR.
Z VERIFY THE CONDITION AND LOCATION OF UT1U77ES. ANY ITEMS REQUIRING REPAIR
OR RELOCANON HALL BE REPAIRED TO PROWDE 7HE TENANT
A COMPLETE' AND OPERATING MECHANICAL SYSTEM. OBTAIN APPROVAL FROM
THE TENANT AND LANDLORD PRIOR TO RELOCATION OF EXISTING SERVICES OR
7RD /NA7E THE RELOCATION OF ANY LANDLORD FURNISHED
EQUIPMENT WITH THE LANDLORD.
PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER.
PROODE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARY ENGAGED IN THE
PRODUC17ON OF SPECIFIED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS OR
SPECIRCAPONS ILL SUCH PRODUCTS SHALL BE LISTED, LABELED, OR CERTIFIED BY
UNDERWRITERS LABORATORIES.
9. DRAWINGS ARE DIAGRAMMA77C AND INDICA7E GENERAL ARRANGEMENT OF WORK.
10. CONTRACTOR SHALL COORDINA7E WORK WITH ALL OTHER TRADES.
11. CON1RACTOR SHALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR
CORREC1NESS OF SAME.
12. CONNECT NEW WORK TO EXISTING CONSTRUCTION IN NEAT AND APPROVED MANNER
RESTORE EX1511NG WORK IN MAKING SUCH CONNECTION TO PERFECT CONDITION.
13. ALL WORK ALL BE INSTALLED READILY ACCESSIBLE FOR OPERA 170N, MAINTENANCE
AND REPAIRS.
14. ALL WORK D EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE
DATE OF ANAL 4 YMENT AND ACCEPTANCE.
15. ALL CUTI1NG AND PATCHING IN CONNECTION W77H THIS TRADE SHALL BE DONE BY
CONTRACTOR THIS UNLESS OTHERWISE NOTED.
16. STORE MATERIALS IN SPACES DESIGNATED BY OWNER.
1Z REMOVE DISH FROM PREMISES SO OFTEN AS NECESSARY OR DIRECTED.
18. EQUIPMENT TENDED FOR PERMANENT INSTALLA770N SHALL NOT BE OPERATED FOR
TEMPORARY PURPOSES.
ALL WORK AND QUIPMENT SHALL BE CLEANED TO 1HE SA 17SFACTION OF THE OWNER
BEFORE 7URNING SAME OVER TO OWNER.
20. SHOP 'GS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND
INSTALLING ANY EQUIPMENT 1HE CONTRACTOR MAY SUBMIT FOR APPROVAL, 10
DAYS PRIOR TO i'RESENTA770N OF NEGOTIATED PRICE TO OWNER, ALTERNATE
MANUFACTURERS OF ALL ITEMS SPECIFIED ON THESE DRAWINGS.
21. 1HE CONTRACTOR SHALL PROVIDE THE A/E TEAM A COMPLETE SET OF "AS- BUILT'
DRAWINGS FOR ALL WORK PERFORMED ON THE PREMISES (REPRODUCIBLE AND A
MINIMUM OF 4 COPIES REQUIRED).
22. SUPPORTS FOR ALL EQUIPMENT AND PIPING SHALL PROVIDE ADEQUATE SLOPE AND
ANCHORAGE, CONTRACTOR SHALL USE HANGERS, RODS AND INSERTS INSTALLED,
CONSTRUCTED, AND SPACED PER MSS REQUIREMENTS.
23. ROOF MOUNTED EQUIPMENT SHALL BE MOUNTED ON PREFABRICATED FACTORY SUPPLIED
UNIT CURBS OR EQUIPMENT SUPPORT SIMILAR TO PA7E MODELES -1A OR AS REQUIRED BY
LANDLORD.
24. ROOF MOUNTED EQUIPMENT SHALL BE LOCATED IN AREA DESIGNATED BY LANDLORD AS
HAVING SUFFICIENT STEEL STRUCTURE SUPPORT
25. LANDLORD APPROVED STRUCTURAL ENGINEER SHALL VERIFY, CERTIFY, AND SEAL 711E
ADEQUACY OF THE EXISTING OR NEW STRUCTURE FOR SUPPORT OF THE PROPOSED HVAC
EQUIPMENT AND SHALL PROVIDE FOR SEALED DRAWINGS AND CALCULATIONS FOR 1HE
REQUIRED REINFORCEMENT PRIOR TO INSTALLATION. ASSOCIATED DESIGN AND
INSTALLATION COSTS ARE TENANT CONTRACTORS RESPONSIBILITY
26. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM.
2Z ALL ROOF MEMBRANE MODIFICA 170NS, REPAIRS, CUTTING, FLASHING,
COUNTER FLASHING, PENETRATIONS AND CURB INSTALLATIONS SHALL BE ENGINEERED
AND INSTALLATION PERFORMED BY A LANDLORD APPROVED ROOFING CONTRACTOR IN
ACCORDANCE WITH LANDLORD'S REQUIREMENTS. ALL ASSOCIATED COSTS ARE TE'NANT'S
CONTRACTORS' RESPONSIBILITY.
28. ALL ROOF CAPS SHALL BE COMPLETE WI17I BIRDSCREEN.
29. SEAL ALL PENETRA770N5 THRU WALLS, FLOORS AND CEILINGS AIR, WATER, AND
FIRE TIGHT.
30. PROWDE ACCESS PANELS FOR ALL CONCEALED EQUIPMENT, FIRE DAMPERS, PIPING
VALVES, CLEAN OUTS, ETC.
31. TRENCHING, EXCAVATING, BACK FILLING AND CONCRETE WORK SHALL BE PER OSHA,
LOCAL CODE REQUIREMENTS AND LANDLORD'S CRITERIA.
32. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND NOTIFICATION OF
ALL OTHER CONTRACTORS EFFECTED BY ANY EQUIPMENT MODIFICATIONS OR
SUBSTITUTIONS
33. INSTALL ALL DUCTWORK AND PIPING SO HIGH AS POSSIBLE. ROUTE DUCTS AND
PIPES PARALLEL AND PERPENDICULAR TO WALLS UNLESS OTHERWISE NOTED.
34. VERIFY ALL LANDLORD REQUIREMENTS.
SPRINKLER SYSTEM NOTES (As APPLICABLE)
1. THE EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED DUE TO 1HE NEW
CONSTRUCTION TO MEET THE REQUIREMENTS OF NFPA13, THE LOCAL CODE, AND THE
TENANT /LANDLORD'S INSURER. PIPING DRAWINGS SHALL BE SUBMITTED TO THE
APPROPRIATE APPROVAL AGENCY AS OUTLINED BY THE CITY SUBMITTAL
REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL BE LICENSED TO DO WORK
IN THIS STATE ALL PIPING MODIFICA770NS REQUIRED WILL BE INCLUDED IN THIS
CONTRACT. SPRINKLER HEAD TYPES SHALL BE BUILDING STANDARD (VERIFY WITH
TENANT). SPRINKLER CONTRACTOR SHALL PROIDE TO THE OWNER AND LANDLORD'S
REPRESENTATIVE A COMPLETE SET OF SPRINKLER DRAWINGS INCLUDING MODIFIED
PIPING LAYOUT AND SPRINKLER LOCATIONS FOR APPROVAL PRIOR TO INSTALLATION.
2. UPON COMPLETION OF THE SPRINKLER SYSTEM, THE SPRINKLER CONTRACTOR SHALL
HIDROSTA77C ALLY TEST ALL PIPING PER NFPA AND LOCAL CODE AUTHORITIES
PROPERLY FILLED OUT 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST
CER77FICATES' MUST BE FURNISHED TO THE TENANT AND LANDLORD'S PROJECT
MANAGER AT 771E JOB SITE, AND TO THE TENANT AND LANDLORD'S INSURANCE
RATING BUREAU HAI4NG JURISDIC770N.
3. ALL SPRINKLER PIPING SHALL MATCH EXISTING.
H. V.A.C. GENERAL NOTES(As APPLICABLE)
1. TILE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LABOR AND MATERIALS TO
PROWDE A COMPLETE AND WORKING SYSTEM WITHIN 7HE CONSTRAINTS OF 1HE
EXISTING STRUCTURE AND NEW CEILING SYSTEM.
2 DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER ASHRAE AND SMACNA
STANDARDS AND THE STATE MECHANICAL CODE. THIS INCLUDES (BUT IS NOT
LIMITED TO) SEALING ALL DUCTS, SPLITTERS (OR SIMILAR BALANCING DEVICES)
AT MAJOR DUCTWORK BRANCHES, EXTRACTORS AT MINOR DUCTWORK BRANCHES,
DOUBLE WALLED ACOUSTIC TURNING VANES IN ELBOWS, SPLITTERS, AND TURNING
VANES IN TEES.
3 ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, RECTANGULAR DUCT SHALL
BE INTERNALLY LINED WITH 1" 1 1/2" DUCT LINER, ROUND DUCT SHALL BE WRAPPED
WITH 1 1/2" INSULATION, FLEX DUCT SHALL BE INSULATED TYPE.
4. EXTERNAL DUCT INSULA170N SHALL BE EQUAL TO OWENS CORNING FIBERGLASS
WITH FRK VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
THE MINIMUM THICKNESS SHALL BE 1 1/2 ". DUCT LINER SHALL BE EQUAL TO OWENS
CORNING AEROFLEX TYPE 150, 1" THICK.
5. PROVIDE SPIN -/N TAP WITH DAMPER AT EACH RUNOUT TAP.
6. PROVIDE F1RE RESISTANT TYPE FLEXIBLE DUCT CONNECTORS ON THE INLET AND
DISCHARGE DUCT CONNECTIONS OF ALL EQUIPMENT CONTAINING FANS.
z FLEXIBLE DUCT SHALL NOT EXCEED 5' -0 ".
8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS.
9. LOCATE THE THERMOSTAT AND INSTALL AS SHOWN ON THESE DOCUMENTS.
10. ALL FLUSH FACE RECTANGULAR CEILING SUPPLY DIFFUSERS SHALL BE 24" x 24" OR
12 x 12 PTUS PAS OR EQUAL UNLESS NOTED OTHERWISE. CFM AND NECK SIZE AS
SHOWN ON DRAWINGS
11. ALL FLUSH FACE RECTANGULAR CEILING RETURN AIR GRILLES SHALL BE TI1US PAR
UNLESS NOTED OTHERWISE. SIZE AS SHOWN ON DRAWINGS. SURFACE MOUNT BORDER
TYPE 1, SNAP -IN BORDER TYPE 2, LAY -IN BORDER TYPE 3. SPINE BORDER TYPE 4.
12 CONDENSATE DRAIN PIPING SHALL BE TYPE 'L" OR "M" HARD DRAWN COPPER 14I1H
WROUGHT COPPER f1T71NG.
13. INSULA7E" CONDENSATE PIPING WITH 1" THICK FIBERGLASS WITH ASJ OR 1/2 ARMAFLEX
(PLENUM RATED IF IN RETURN AIR PLENUM).
14. FOR UNITS OF 2000 CFM OR GREATER, PROVIDE MANUAL RESET IONIZATION TYPE
SMOKE DETECTOR IN RETURN AIR DUCT (IF REQUIRED) AHEAD OF ANY OUTSIDE -AIR INLET
OR IN EACH ROOM OR SPACE SERVED BY 1HE RETURN AIR -AIR DUCT DETECTORS SHALL
ALSO BE INSTALLED IN THE SUPPLY DUCT, DOWNSTREAM OF 1HE F1L 7ERS FOR ALL
UNITS LESS THAN 2000 CFM: PROVIDE MANUAL RESET FIRE SYSTEM. UPON DETECTION
OF PRODUCTS OF COMBUSTION DETECTORS SHALL ACTIVA ACTIVATION OF ANY
DETECTOR SHALL CAUSE THE AIR - MOVING EQUIPMENT TO AUTOMA77CALLY SHUT DOWN.
15. ALL CONTROL WIRING SHALL BE IN CONDUIT
16. REFERENCE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL
DIFFUSERS
1Z THE MECHANICAL SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY THE
MECHANICAL CONTRACTOR.. TESTS SHALL DETERMINE QUANTITATIVE PERFORMANCE
OF EQUIPMENT; BALANCING SHALL PROPORTION FLOWS WITHIN THE DISTRIBUTION
SYSTEM(S) ACCORDING TO 'SPECIFIED DESIGN QUANTITIES ALL WORK SHELL MEET
LOCAL CODES AND STANDARDS, NEBB ASHREA TESTING, ADJUSTING AND BALANCING
PROCEDURES. SUBMIT, TO 1HE BUILDING OWNER FOR REI4EW, APPROVAL AND RECORD,
TWO COPIES OF THE BALANCINCING REPORTS ON THE STANDARD REPORT FORMS
PREPARED BY NEBB.
18. ALL EQUIPMENT NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO
EQUIPMENT NAMEPLATE INFORMATION SHALL BE ETCHED ON METAL NAME PLATES
PLUMBING GENERAL NOTES(As APPLICABLE)
1. WASTE DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, NO HUB
FITTINGS ARE ACCEPTABLE (ABOVE GROUND ONLY). SCHEDULE 40 GALVANIZED
STEEL OR DVW COPPER MAY BE USED FOR PIPING 1 1/2" OR LESS.
2. POTABLE WATER PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT
COPPER F1T71NGS.
3. INSULATE HOT AND COLD WATER PIPING WITH 1" THICK OWENS CORNING, FIBERGLASS
25 ASJ JOHN MANSVILLE AP OR APPROVED EQUAL INSTALLED PER MANUFACTURER'S
REQUIREMENTS. INSULA710N SHALL BE CONTINUOUS THROUGH WALLS, FLOORS,
CEIUNGS ETC.
4. THE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS
(APPLICA1I0N5 AND FEES) WI171 THE LOCAL UTILITY COMPANY FOR WATER SERVICE.
5. THE DOMESTIC WATER PIPING SYSTEM SHALL BE STERILIZED PER LOCAL CODE.
6. INSULATE CONDENSATE PIPING 111 H 1" THICK FIBERGLASS WITH ASJ OR 1/2
ARMAFLEX (PLENUM RA TED IF IN RETURN AIR PLENUM).
7. PROVIDE AIR CHAMBERS AT ALL F7XIURES OR SHOCK ABSORBERS AT EACH BATTERY.
8. PROVIDE SECTIONAL SHUT -OFF VALVES ON EACH BRANCH AND RISER, CLOSE TO MAIN,
WHERE BRANCH OR RISER SERVES 2 OR MORE PLUMBING FIXTURES OR EQUIPMENT
CONNECTIONS, AND ELSEWHERE AS INDICATED.
9. PROWDE SHUTOFF VALVES AT INLET OF EACH PLUMBING EQUIPMENT ITEM, AND AT
INLET OF EACH PLUMBING FIXTURE, AND ELSEWHERE AS INDICATED.
10. INSTALL CLEANOUTS IN DRAIN PIPING AS INDICATED, AND AS REQUIRED BY LOCAL
PLUMBING CODE, AT EACH CHANGE IN DIRECTION OF PIPING GREATER THAN 45 DEG.,
AT MINIMUM INTERVALS OF 50' FOR PIPING AND SMALLER AND 100' FOR LARGER
PIPING, AND AT BASE OF EACH CONDUCTOR. INSTALL FLOOR AND WALL CLEANOUT
COVERS FOR CONCEALED PIPING, SELECT TYPE TO MATCH ADJACENT BUILDING FINISH
(VERIFY SELEC710N W1TH TENANT PRIOR TO ORDERING)
11. INSULATE ALL EXPOSED SANITARY AND WATER PIPING AT ALL HANDICAP RATED
LAVATORIES WITH FULLY MOLDED, 1RUEBRO, HANDI LAV GUARD INSULATION KIT
MODEL /102.
12. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW, DEEP TYPE, TO
COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS PROVIDE ESCUTCHEONS
FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS AND EXPOSED CEILING.
13. MAXIMUM HOT WATER TO PUBLIC LA VS TO BE 110 DEG. AT 5 GPM FLOW PER CEC.
14. MINIMUM SLOPE OF HORIZONTAL WASTE LINES TO BE 1/4" PER FOOT
LANDLORD NOTES
1. ALL TENANTS ON 1HE GROUND FLOOR REQUIRING BELOW GRADE
WORK SHALL COORDINATE 141171 LANDLORD PRIOR TO ANY SLAB
DEMOLITION. TENANT SHALL COORDINATE WITH LANDLORD TO
PROVIDE OPPORTUNITY FOR SPECIAL INSPEC110N AND
PHOTOGRAPHIC DOCUMENTA770N BY LANDLORD OF BELOW GRADE
WORK PRIOR TO 771E COVERING UP OF SUCH WORK. TENANT
SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF
THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS,
VAPOR BARRIER, AND CONCRETE.
2. TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE
BACKFLOW PREVENTER ON THEIR WATER SERVCE WITHIN THEIR
SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE
WATER SERVCE PIPING.
3. WATER PIPING SHALL BE "TYPE L" HARD COPPER TUBE ABOVE
GRADE AND "TYPE K" SOFT COPPER TUBE BELOW GRADE.
4. SANITARY WASTE AND VENT PIPING SHALL NE CAST IRON WITH
"NO HUB" COUPLINGS.
5. TE'NANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION
FOR ALL VENT, SEWER, AND WATER PIPING 14I771 MALL
MANAGEMENT BEFORE PROCEEDING 1417H WORK. TENANT IS
RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EX /571NG
CONNECTIONS TO TENANT SPACE AT TENANT'S EXPENSE.
GENERAL LANDLORD NOTES
1. EFFECTIVE JULY 1, 2007 7HE CITY OF TUKWILA WILL BE UNDER
THE 2006 INTERNA770NAL CODES AND ALL PERMIT SUBMITTALS
NEED TO BE IN CONFORMANCE WITH THIS EDITION.
2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL
INCLUDING ITS RULES AND REGULATIONS.
3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY
WITH CODE REQUIREMENTS 7HE ARE RATED FLOOR ASSEMBLY
SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND
ELECTRICAL DEVICES PENETRA 17NG FLOOR SHALL BE FIRE RA TED.
4. TENANT ON 7HE GROUND FLOOR REQUIRING BELOW GRADE WORK
SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB
DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW
GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK,
TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND
PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS,
VAPOR BARRIER AND CONCRETE.
5. TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL
AND REQUIREMENTS FOR ALL TRENCHING 14I7H WES7FIELD'S
ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK.
6. TENANTS CONTRACTOR SHALL PROVIDE A ARE WATCH AND
PORTABLE ARE EXTINGUISHER WHERE EVERY WELDING IS DONE
WITHIN 1HE DEMISED PREMISES. 1HE PERSON PERFORMING THE
FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT
LEAST 1 HOUR AFTER 1HE COMPLETION OF ANY WELDING. 111/5
SHALL BE COORDINATED THROUGH 771E CITY OF TUKWILA.
HANGERS
INSTALLED
EACH SIDE
OF EXP. TANK
FOR SUPPORT
AMTROL ST -5
THERMAL
EXPANSION
ABSORBER
VACUUM TYPE
RELIEF VALVE
CW --�}
3/4" \`
GATE VALVE (TYP.)-
3/4" RUN FULL
SIZE TO MOP
SINK.
UNION (TYP).
DRAIN VALVE.
PLATFORM OR SHELF
BY GEN. CONTR.
SCALE 1/4" = 1'-0"
1/2"
HW
2 "V
SCALE N. T.S
3/4"
HW
3/"
SET INTERNAL ADJUSTABLE
THERMOSTAT (LOCATED
BEHIND COVER) TO 110' F
OUTPUT
WATER HEATER DETAIL
LA V
1 /2 "CW
WATER RISER DIAGRAM
SCALE N.T.S.
e
WATER HEATER TO BE
LOCATED BELOW CEILING FOR
ACCESS AND MAINTENANCE.
PLUMBING PLAN
SCALE 1/4" = 1' -0"
VENT TO ROOF
V 2 "V
\ 2 "V 2 "V
2 "V
1 /2 "HW
SANITARY RISER DIAGRAM
o
TO EXIST SAN S1UB
FIELD VERIFY EXACT
LOCATION OF FLOW
WC
3 VTR
3 "V
%2 "CW TO FLOOR
DRAIN TRAP
4 "W
INSULATE ALL PIPING
IN ACCORDANCE WITH
SPEC /F1CATIONS.
3/4" T &P RELIEF VALVE.
-WATER HEATER. SEE
EQUIPMENT SPEC.
2" WIDE, 20 GA. SHEET
METAL BAND, SECURE
TO WALL FOR SEISMIC
BRACING WHERE REQ'D
BY CODE.
GAL V. DRIP PAN.
SEPARATE 3/4"
COPPER PIPES
DRAIN TO MOP
SINK
EXTEND 4" S.S.
TO EXISTING
S.S. V.I.F.
LL INCOMING
3/4" C.W.
REVIEWED FOR
CODE COMPLIANCE
A PPROVED
F` q zu0
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 0 a 2009
PERMIT CENTER
1/4"0 STEEL CABLE. INSTALL
TO BE TAUT WITHIN 1/3 OF
ENDS, INSTALL LOWER CABLE
4 MIN. ABOVE CONTROLS
1 1/2" X 1 1/2" X 1/8"
ALL - WELDED STEEL ANGLE
MOUNTING SHELF PRIMED &
PAINTED WHITE GLOSS ENAMEL.
SCALE NTS
6' - 0" (MIN.) A.F.F.
1/4 "0 EYE BOLT TO WATER
HEATER SUPPORT FRAMING.
(SQUARE SHELF)
WATER HEATER
DIA. + 3" (MIN.)
Atila
3/4" PLYWOOD
(4)ANGLES
(2) VERTICAL & (2)
DIAGONAL ANGLES
SECURELY ANCHOR TO WALL
STUDS W/MIN. OF FOUR (4)
1/4 "0 STEEL FASTENERS.
WATER HEATER MOUNTING SHELF DETAIL CORR
LTR#
e
TION
1
P&fv\-161
DMC STORE #
4083
RELOCATION
EXISTING VAV UNIT
MARK
MANUFACTURER
MODEL
CFM
VOLT /PHASE
VAV -1
--
--
1200
480/3
AIR DISTRIBUTION DEVICE SCHEDULE
1. SYMBOL KEY- 5. DAMPERS SHALL BE OPERABLE FROM FACE
FIRST LETTER: S- SUPPLY R- RETURN E- EXHAUST "A" OPPOSED BLADE #AG -35
2 CATALOG NUMBERS REFER TO TITUS AIR DEVICES "B" RADIAL OPPOSED BLADE /D -75.
"C" RUSKIN CFD OR CFDR ARE DAMPER W /VOLUME CONTROL.
3. PROVDE /DB DIRECTIONAL BLOW FOR OTHER "D" YOUNG'S REGULATOR, DPR MODEL #5020 -CC
THAN 4 -WAY. 6. BORDER STYLE -.
4. FINISH - "A" SURFACE MOUNTED
"A" IUS STANDARD WHILE FINISH. "B" LAY -IN PROWDE WITH TITUS MODEL #XY -13363 FRAME
FOR DRYWALL CEILING MOUNTING.
"C" LAY -IN FRAME FOR T -BAR CEILING.
SYMBOL
CATALOG
NUMBER
SIZE
MOUNTING
MATERIAL
UNISH
DPR
BORDER
STYLE
REMARKS
MOD.
NECK
CLG.
OTHER
STEEL
ALUM.
SD -1
TMS
24x24"
12'0
•
•
A
B
C
LAY -IN
SD -1
TMS
12 "x12"
6 "0
•
•
A
B
C
LAY -IN
RG -1
25 RL
24 "x24"
22 "x22"
•
•
A
C
LAY -/N
RG -1
25 RL
12 "x12"
10 "x10'
•
•
A
C
LAY -IN
PLUMBING FIXTURE SCHEDULE
MANUFACTURER
MARK FIXTURE AND MODEL NO. CW HW WASTE TRAP REMARKS
WC
WATER
CLOSET
AMERICAN
STANDARD
Na 2108.408
1/2"
- -
4"
- -
INTEGRAL HANDICAP TANK TYPE, ELONGATED
WATER SAVER CADET, CHURCH NO. 534.016 SOLID
TOP (LID) SEAT, 3/8" C.P. SUPPLY WITH LOOSE
KEY STOP, 1.6 GAL. FLUSH - 18" MTG HT. TO
BOWL, (A.D.A. COMPLIANT).
LAV
LAVATORY
AMERICAN
STANDARD
NI. 0321.075
1/2"
1/2"
1 1/2"
1 1/2"
WALL MOUNTED DECLYN VITREOUS CHINA WITH
4 CENTERS, CERAMIX 2000.100 FAUCET NO.
7719.016 GRID DRAIN WITH 1 1/4" T.P., 1 1/4" C.P.
17 GA. "P" !RAP, 3/8" C.P. SUPPLIES WITH LOOSE
KEY STOPS, JOSAM FLOOR MOUNTED CARRIER,
SINGLE LEVER A.D.A. AND ANSI A117.1 APPROVED.
INSULATE DRAIN AND SUPPLY LINES $1771 1/2"
ARMSTRONG "ARMAFLEX" PIPING INSULATION.
FD
FLOOR
DRAIN
JOSAM
NO. 30003 -A -50
1/2"
- -
3"
3
3 WITH NIKALOY STRAINER AND PRIMER TRAP.
DF
DRINKING
FOUNTAIN
OASIS (OR EQUAL)
MODEL "P8AMSL"
1/2"
- -
1 1/2"
1 1/2"
NON-REFRIGERATED DRINKING FOUNTAIN,
3 PUSH PAD ACTIVATION, MEETS A.D.A.
REQUIREMENTS. SET TOP OF SPOUT
OUTLETS AT 36" AND 42" ABOVE
FINISHED FLOOR. PROVIDE WIN WALL
HANGER PLATE, AND SUPPLY STOP.
MB
MOP
BASIN
FIAT
Na MSB -2424
1/2"
1/2"
3"
1 1/2"
MOLDED STONE WITH I4NYL BUMPER GUARD.
FURNISH WITH AN AMERICAN STANDARD
/8344.111 FAUCET WITH INTEGRAL VACUUM
BREAKER AND STOPS AND 141771 A FIAT
j,, - - Fo • " D: - ► OA A •
EN/
ELEC.
W77? HTR
A.C. SMITH
N0. DEL -6
--
--
--
--
A.O. SMITH COMPACT 6 GAL.
WATER HEATER WITH AMTROL
ST -5 THERMAL EXPANSION TANK
MECHAN /CAL GENERAL NOTES (AS APPLICABLE)
1. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE
ENGINEER SHALL BE NOTIFIED IMMEDIA TEL Y.
2 ALL WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND PLUMBERS UNDER
THE DIRECTION OF AN EXPERIENCED SUPERVISOR HA DING EXPERIENCE IN INSTALLING
EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AS INDICATED BY THE CONTRACT
DOCUMENTS.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES AND
REGULATIONS OF THE STATE AND LOCAL CODES AND IN ACCORDANCE WITH CURRENT
INDUSTRY STANDARDS.
PROVIDE ALL EQUIPMENT MATERIALS, LABOR SUPERI4SION, AND SERVICES, NOT
PROVIDED BY THE LANDLORD, AND NECESSARY FOR OR INCIDENTAL TO THE
.. INSTALLA170N OF A COMPLETE AND OPERATING HVAC, FIRE PROTEC710N, AND /OR
PLUMBING SYSTEM AS SHOWN OR INDICATED ON THE DRAWINGS AND /OR AS SPECIFIED.
5. CON1RACTOR HALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING
OPERAIIONS AND PROPERTY ADJACENT, WITH WHICH WORK COMES IN CONTACT, OR
OVER WHICH THE MAY TRANSPORT, HOIST, OR MOVE MATERIALS, EQUIPMENT, DEBRIS,
ETC. AND SHALL REPAIR ANY DAMAGE CAUSED TO MATCH EXISTING BEFORE DAMAGE.
THE CONTRACTOR SHALL COORDINA7E AND NOTIFY 7HE BUILDING OWNER AND OPERATOR
FOR APPROVAL VD SCHEDULING OF ALL BUILDING OR EXISTING TENANT SYSTEM
6. CONTRACTOR HALL EXAMINE AND BECOME FAMIUAR 14I1H ALL CONTRACT DOCUMENTS
IN THEIR EN11RETY AND SURVEY 1HE PROJECT AND BECOME FAMILIAR 1447H 7HE EXISTING
COND111ONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A
THOROUGH EDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL
COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY
OF THE TOR.
Z VERIFY THE CONDITION AND LOCATION OF UT1U77ES. ANY ITEMS REQUIRING REPAIR
OR RELOCANON HALL BE REPAIRED TO PROWDE 7HE TENANT
A COMPLETE' AND OPERATING MECHANICAL SYSTEM. OBTAIN APPROVAL FROM
THE TENANT AND LANDLORD PRIOR TO RELOCATION OF EXISTING SERVICES OR
7RD /NA7E THE RELOCATION OF ANY LANDLORD FURNISHED
EQUIPMENT WITH THE LANDLORD.
PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER.
PROODE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARY ENGAGED IN THE
PRODUC17ON OF SPECIFIED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS OR
SPECIRCAPONS ILL SUCH PRODUCTS SHALL BE LISTED, LABELED, OR CERTIFIED BY
UNDERWRITERS LABORATORIES.
9. DRAWINGS ARE DIAGRAMMA77C AND INDICA7E GENERAL ARRANGEMENT OF WORK.
10. CONTRACTOR SHALL COORDINA7E WORK WITH ALL OTHER TRADES.
11. CON1RACTOR SHALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR
CORREC1NESS OF SAME.
12. CONNECT NEW WORK TO EXISTING CONSTRUCTION IN NEAT AND APPROVED MANNER
RESTORE EX1511NG WORK IN MAKING SUCH CONNECTION TO PERFECT CONDITION.
13. ALL WORK ALL BE INSTALLED READILY ACCESSIBLE FOR OPERA 170N, MAINTENANCE
AND REPAIRS.
14. ALL WORK D EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE
DATE OF ANAL 4 YMENT AND ACCEPTANCE.
15. ALL CUTI1NG AND PATCHING IN CONNECTION W77H THIS TRADE SHALL BE DONE BY
CONTRACTOR THIS UNLESS OTHERWISE NOTED.
16. STORE MATERIALS IN SPACES DESIGNATED BY OWNER.
1Z REMOVE DISH FROM PREMISES SO OFTEN AS NECESSARY OR DIRECTED.
18. EQUIPMENT TENDED FOR PERMANENT INSTALLA770N SHALL NOT BE OPERATED FOR
TEMPORARY PURPOSES.
ALL WORK AND QUIPMENT SHALL BE CLEANED TO 1HE SA 17SFACTION OF THE OWNER
BEFORE 7URNING SAME OVER TO OWNER.
20. SHOP 'GS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND
INSTALLING ANY EQUIPMENT 1HE CONTRACTOR MAY SUBMIT FOR APPROVAL, 10
DAYS PRIOR TO i'RESENTA770N OF NEGOTIATED PRICE TO OWNER, ALTERNATE
MANUFACTURERS OF ALL ITEMS SPECIFIED ON THESE DRAWINGS.
21. 1HE CONTRACTOR SHALL PROVIDE THE A/E TEAM A COMPLETE SET OF "AS- BUILT'
DRAWINGS FOR ALL WORK PERFORMED ON THE PREMISES (REPRODUCIBLE AND A
MINIMUM OF 4 COPIES REQUIRED).
22. SUPPORTS FOR ALL EQUIPMENT AND PIPING SHALL PROVIDE ADEQUATE SLOPE AND
ANCHORAGE, CONTRACTOR SHALL USE HANGERS, RODS AND INSERTS INSTALLED,
CONSTRUCTED, AND SPACED PER MSS REQUIREMENTS.
23. ROOF MOUNTED EQUIPMENT SHALL BE MOUNTED ON PREFABRICATED FACTORY SUPPLIED
UNIT CURBS OR EQUIPMENT SUPPORT SIMILAR TO PA7E MODELES -1A OR AS REQUIRED BY
LANDLORD.
24. ROOF MOUNTED EQUIPMENT SHALL BE LOCATED IN AREA DESIGNATED BY LANDLORD AS
HAVING SUFFICIENT STEEL STRUCTURE SUPPORT
25. LANDLORD APPROVED STRUCTURAL ENGINEER SHALL VERIFY, CERTIFY, AND SEAL 711E
ADEQUACY OF THE EXISTING OR NEW STRUCTURE FOR SUPPORT OF THE PROPOSED HVAC
EQUIPMENT AND SHALL PROVIDE FOR SEALED DRAWINGS AND CALCULATIONS FOR 1HE
REQUIRED REINFORCEMENT PRIOR TO INSTALLATION. ASSOCIATED DESIGN AND
INSTALLATION COSTS ARE TENANT CONTRACTORS RESPONSIBILITY
26. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM.
2Z ALL ROOF MEMBRANE MODIFICA 170NS, REPAIRS, CUTTING, FLASHING,
COUNTER FLASHING, PENETRATIONS AND CURB INSTALLATIONS SHALL BE ENGINEERED
AND INSTALLATION PERFORMED BY A LANDLORD APPROVED ROOFING CONTRACTOR IN
ACCORDANCE WITH LANDLORD'S REQUIREMENTS. ALL ASSOCIATED COSTS ARE TE'NANT'S
CONTRACTORS' RESPONSIBILITY.
28. ALL ROOF CAPS SHALL BE COMPLETE WI17I BIRDSCREEN.
29. SEAL ALL PENETRA770N5 THRU WALLS, FLOORS AND CEILINGS AIR, WATER, AND
FIRE TIGHT.
30. PROWDE ACCESS PANELS FOR ALL CONCEALED EQUIPMENT, FIRE DAMPERS, PIPING
VALVES, CLEAN OUTS, ETC.
31. TRENCHING, EXCAVATING, BACK FILLING AND CONCRETE WORK SHALL BE PER OSHA,
LOCAL CODE REQUIREMENTS AND LANDLORD'S CRITERIA.
32. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND NOTIFICATION OF
ALL OTHER CONTRACTORS EFFECTED BY ANY EQUIPMENT MODIFICATIONS OR
SUBSTITUTIONS
33. INSTALL ALL DUCTWORK AND PIPING SO HIGH AS POSSIBLE. ROUTE DUCTS AND
PIPES PARALLEL AND PERPENDICULAR TO WALLS UNLESS OTHERWISE NOTED.
34. VERIFY ALL LANDLORD REQUIREMENTS.
SPRINKLER SYSTEM NOTES (As APPLICABLE)
1. THE EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED DUE TO 1HE NEW
CONSTRUCTION TO MEET THE REQUIREMENTS OF NFPA13, THE LOCAL CODE, AND THE
TENANT /LANDLORD'S INSURER. PIPING DRAWINGS SHALL BE SUBMITTED TO THE
APPROPRIATE APPROVAL AGENCY AS OUTLINED BY THE CITY SUBMITTAL
REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL BE LICENSED TO DO WORK
IN THIS STATE ALL PIPING MODIFICA770NS REQUIRED WILL BE INCLUDED IN THIS
CONTRACT. SPRINKLER HEAD TYPES SHALL BE BUILDING STANDARD (VERIFY WITH
TENANT). SPRINKLER CONTRACTOR SHALL PROIDE TO THE OWNER AND LANDLORD'S
REPRESENTATIVE A COMPLETE SET OF SPRINKLER DRAWINGS INCLUDING MODIFIED
PIPING LAYOUT AND SPRINKLER LOCATIONS FOR APPROVAL PRIOR TO INSTALLATION.
2. UPON COMPLETION OF THE SPRINKLER SYSTEM, THE SPRINKLER CONTRACTOR SHALL
HIDROSTA77C ALLY TEST ALL PIPING PER NFPA AND LOCAL CODE AUTHORITIES
PROPERLY FILLED OUT 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST
CER77FICATES' MUST BE FURNISHED TO THE TENANT AND LANDLORD'S PROJECT
MANAGER AT 771E JOB SITE, AND TO THE TENANT AND LANDLORD'S INSURANCE
RATING BUREAU HAI4NG JURISDIC770N.
3. ALL SPRINKLER PIPING SHALL MATCH EXISTING.
H. V.A.C. GENERAL NOTES(As APPLICABLE)
1. TILE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LABOR AND MATERIALS TO
PROWDE A COMPLETE AND WORKING SYSTEM WITHIN 7HE CONSTRAINTS OF 1HE
EXISTING STRUCTURE AND NEW CEILING SYSTEM.
2 DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER ASHRAE AND SMACNA
STANDARDS AND THE STATE MECHANICAL CODE. THIS INCLUDES (BUT IS NOT
LIMITED TO) SEALING ALL DUCTS, SPLITTERS (OR SIMILAR BALANCING DEVICES)
AT MAJOR DUCTWORK BRANCHES, EXTRACTORS AT MINOR DUCTWORK BRANCHES,
DOUBLE WALLED ACOUSTIC TURNING VANES IN ELBOWS, SPLITTERS, AND TURNING
VANES IN TEES.
3 ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, RECTANGULAR DUCT SHALL
BE INTERNALLY LINED WITH 1" 1 1/2" DUCT LINER, ROUND DUCT SHALL BE WRAPPED
WITH 1 1/2" INSULATION, FLEX DUCT SHALL BE INSULATED TYPE.
4. EXTERNAL DUCT INSULA170N SHALL BE EQUAL TO OWENS CORNING FIBERGLASS
WITH FRK VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
THE MINIMUM THICKNESS SHALL BE 1 1/2 ". DUCT LINER SHALL BE EQUAL TO OWENS
CORNING AEROFLEX TYPE 150, 1" THICK.
5. PROVIDE SPIN -/N TAP WITH DAMPER AT EACH RUNOUT TAP.
6. PROVIDE F1RE RESISTANT TYPE FLEXIBLE DUCT CONNECTORS ON THE INLET AND
DISCHARGE DUCT CONNECTIONS OF ALL EQUIPMENT CONTAINING FANS.
z FLEXIBLE DUCT SHALL NOT EXCEED 5' -0 ".
8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS.
9. LOCATE THE THERMOSTAT AND INSTALL AS SHOWN ON THESE DOCUMENTS.
10. ALL FLUSH FACE RECTANGULAR CEILING SUPPLY DIFFUSERS SHALL BE 24" x 24" OR
12 x 12 PTUS PAS OR EQUAL UNLESS NOTED OTHERWISE. CFM AND NECK SIZE AS
SHOWN ON DRAWINGS
11. ALL FLUSH FACE RECTANGULAR CEILING RETURN AIR GRILLES SHALL BE TI1US PAR
UNLESS NOTED OTHERWISE. SIZE AS SHOWN ON DRAWINGS. SURFACE MOUNT BORDER
TYPE 1, SNAP -IN BORDER TYPE 2, LAY -IN BORDER TYPE 3. SPINE BORDER TYPE 4.
12 CONDENSATE DRAIN PIPING SHALL BE TYPE 'L" OR "M" HARD DRAWN COPPER 14I1H
WROUGHT COPPER f1T71NG.
13. INSULA7E" CONDENSATE PIPING WITH 1" THICK FIBERGLASS WITH ASJ OR 1/2 ARMAFLEX
(PLENUM RATED IF IN RETURN AIR PLENUM).
14. FOR UNITS OF 2000 CFM OR GREATER, PROVIDE MANUAL RESET IONIZATION TYPE
SMOKE DETECTOR IN RETURN AIR DUCT (IF REQUIRED) AHEAD OF ANY OUTSIDE -AIR INLET
OR IN EACH ROOM OR SPACE SERVED BY 1HE RETURN AIR -AIR DUCT DETECTORS SHALL
ALSO BE INSTALLED IN THE SUPPLY DUCT, DOWNSTREAM OF 1HE F1L 7ERS FOR ALL
UNITS LESS THAN 2000 CFM: PROVIDE MANUAL RESET FIRE SYSTEM. UPON DETECTION
OF PRODUCTS OF COMBUSTION DETECTORS SHALL ACTIVA ACTIVATION OF ANY
DETECTOR SHALL CAUSE THE AIR - MOVING EQUIPMENT TO AUTOMA77CALLY SHUT DOWN.
15. ALL CONTROL WIRING SHALL BE IN CONDUIT
16. REFERENCE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL
DIFFUSERS
1Z THE MECHANICAL SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY THE
MECHANICAL CONTRACTOR.. TESTS SHALL DETERMINE QUANTITATIVE PERFORMANCE
OF EQUIPMENT; BALANCING SHALL PROPORTION FLOWS WITHIN THE DISTRIBUTION
SYSTEM(S) ACCORDING TO 'SPECIFIED DESIGN QUANTITIES ALL WORK SHELL MEET
LOCAL CODES AND STANDARDS, NEBB ASHREA TESTING, ADJUSTING AND BALANCING
PROCEDURES. SUBMIT, TO 1HE BUILDING OWNER FOR REI4EW, APPROVAL AND RECORD,
TWO COPIES OF THE BALANCINCING REPORTS ON THE STANDARD REPORT FORMS
PREPARED BY NEBB.
18. ALL EQUIPMENT NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO
EQUIPMENT NAMEPLATE INFORMATION SHALL BE ETCHED ON METAL NAME PLATES
PLUMBING GENERAL NOTES(As APPLICABLE)
1. WASTE DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, NO HUB
FITTINGS ARE ACCEPTABLE (ABOVE GROUND ONLY). SCHEDULE 40 GALVANIZED
STEEL OR DVW COPPER MAY BE USED FOR PIPING 1 1/2" OR LESS.
2. POTABLE WATER PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT
COPPER F1T71NGS.
3. INSULATE HOT AND COLD WATER PIPING WITH 1" THICK OWENS CORNING, FIBERGLASS
25 ASJ JOHN MANSVILLE AP OR APPROVED EQUAL INSTALLED PER MANUFACTURER'S
REQUIREMENTS. INSULA710N SHALL BE CONTINUOUS THROUGH WALLS, FLOORS,
CEIUNGS ETC.
4. THE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS
(APPLICA1I0N5 AND FEES) WI171 THE LOCAL UTILITY COMPANY FOR WATER SERVICE.
5. THE DOMESTIC WATER PIPING SYSTEM SHALL BE STERILIZED PER LOCAL CODE.
6. INSULATE CONDENSATE PIPING 111 H 1" THICK FIBERGLASS WITH ASJ OR 1/2
ARMAFLEX (PLENUM RA TED IF IN RETURN AIR PLENUM).
7. PROVIDE AIR CHAMBERS AT ALL F7XIURES OR SHOCK ABSORBERS AT EACH BATTERY.
8. PROVIDE SECTIONAL SHUT -OFF VALVES ON EACH BRANCH AND RISER, CLOSE TO MAIN,
WHERE BRANCH OR RISER SERVES 2 OR MORE PLUMBING FIXTURES OR EQUIPMENT
CONNECTIONS, AND ELSEWHERE AS INDICATED.
9. PROWDE SHUTOFF VALVES AT INLET OF EACH PLUMBING EQUIPMENT ITEM, AND AT
INLET OF EACH PLUMBING FIXTURE, AND ELSEWHERE AS INDICATED.
10. INSTALL CLEANOUTS IN DRAIN PIPING AS INDICATED, AND AS REQUIRED BY LOCAL
PLUMBING CODE, AT EACH CHANGE IN DIRECTION OF PIPING GREATER THAN 45 DEG.,
AT MINIMUM INTERVALS OF 50' FOR PIPING AND SMALLER AND 100' FOR LARGER
PIPING, AND AT BASE OF EACH CONDUCTOR. INSTALL FLOOR AND WALL CLEANOUT
COVERS FOR CONCEALED PIPING, SELECT TYPE TO MATCH ADJACENT BUILDING FINISH
(VERIFY SELEC710N W1TH TENANT PRIOR TO ORDERING)
11. INSULATE ALL EXPOSED SANITARY AND WATER PIPING AT ALL HANDICAP RATED
LAVATORIES WITH FULLY MOLDED, 1RUEBRO, HANDI LAV GUARD INSULATION KIT
MODEL /102.
12. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW, DEEP TYPE, TO
COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS PROVIDE ESCUTCHEONS
FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS AND EXPOSED CEILING.
13. MAXIMUM HOT WATER TO PUBLIC LA VS TO BE 110 DEG. AT 5 GPM FLOW PER CEC.
14. MINIMUM SLOPE OF HORIZONTAL WASTE LINES TO BE 1/4" PER FOOT
LANDLORD NOTES
1. ALL TENANTS ON 1HE GROUND FLOOR REQUIRING BELOW GRADE
WORK SHALL COORDINATE 141171 LANDLORD PRIOR TO ANY SLAB
DEMOLITION. TENANT SHALL COORDINATE WITH LANDLORD TO
PROVIDE OPPORTUNITY FOR SPECIAL INSPEC110N AND
PHOTOGRAPHIC DOCUMENTA770N BY LANDLORD OF BELOW GRADE
WORK PRIOR TO 771E COVERING UP OF SUCH WORK. TENANT
SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF
THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS,
VAPOR BARRIER, AND CONCRETE.
2. TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE
BACKFLOW PREVENTER ON THEIR WATER SERVCE WITHIN THEIR
SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE
WATER SERVCE PIPING.
3. WATER PIPING SHALL BE "TYPE L" HARD COPPER TUBE ABOVE
GRADE AND "TYPE K" SOFT COPPER TUBE BELOW GRADE.
4. SANITARY WASTE AND VENT PIPING SHALL NE CAST IRON WITH
"NO HUB" COUPLINGS.
5. TE'NANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION
FOR ALL VENT, SEWER, AND WATER PIPING 14I771 MALL
MANAGEMENT BEFORE PROCEEDING 1417H WORK. TENANT IS
RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EX /571NG
CONNECTIONS TO TENANT SPACE AT TENANT'S EXPENSE.
GENERAL LANDLORD NOTES
1. EFFECTIVE JULY 1, 2007 7HE CITY OF TUKWILA WILL BE UNDER
THE 2006 INTERNA770NAL CODES AND ALL PERMIT SUBMITTALS
NEED TO BE IN CONFORMANCE WITH THIS EDITION.
2. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL
INCLUDING ITS RULES AND REGULATIONS.
3. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY
WITH CODE REQUIREMENTS 7HE ARE RATED FLOOR ASSEMBLY
SHALL BE MAINTAINED. ALL PLUMBING, MECHANICAL AND
ELECTRICAL DEVICES PENETRA 17NG FLOOR SHALL BE FIRE RA TED.
4. TENANT ON 7HE GROUND FLOOR REQUIRING BELOW GRADE WORK
SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB
DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW
GRADE UTILITIES ON COMPLETION OF BELOW GRADE WORK,
TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND
PATCHING OF THE SLAB ON GRADE INCLUDING GRAVEL LAYERS,
VAPOR BARRIER AND CONCRETE.
5. TENANTS CONTRACTOR IS TO VERIFY LOCATION; GET APPROVAL
AND REQUIREMENTS FOR ALL TRENCHING 14I7H WES7FIELD'S
ON -SITE TENANT COORDINATORS BEFORE PRECEDING WORK.
6. TENANTS CONTRACTOR SHALL PROVIDE A ARE WATCH AND
PORTABLE ARE EXTINGUISHER WHERE EVERY WELDING IS DONE
WITHIN 1HE DEMISED PREMISES. 1HE PERSON PERFORMING THE
FIRE WATCH SHALL REMAIN IN THE TENANT SPACE FOR AT
LEAST 1 HOUR AFTER 1HE COMPLETION OF ANY WELDING. 111/5
SHALL BE COORDINATED THROUGH 771E CITY OF TUKWILA.
HANGERS
INSTALLED
EACH SIDE
OF EXP. TANK
FOR SUPPORT
AMTROL ST -5
THERMAL
EXPANSION
ABSORBER
VACUUM TYPE
RELIEF VALVE
CW --�}
3/4" \`
GATE VALVE (TYP.)-
3/4" RUN FULL
SIZE TO MOP
SINK.
UNION (TYP).
DRAIN VALVE.
PLATFORM OR SHELF
BY GEN. CONTR.
SCALE 1/4" = 1'-0"
1/2"
HW
2 "V
SCALE N. T.S
3/4"
HW
3/"
SET INTERNAL ADJUSTABLE
THERMOSTAT (LOCATED
BEHIND COVER) TO 110' F
OUTPUT
WATER HEATER DETAIL
LA V
1 /2 "CW
WATER RISER DIAGRAM
SCALE N.T.S.
e
WATER HEATER TO BE
LOCATED BELOW CEILING FOR
ACCESS AND MAINTENANCE.
PLUMBING PLAN
SCALE 1/4" = 1' -0"
VENT TO ROOF
V 2 "V
\ 2 "V 2 "V
2 "V
1 /2 "HW
SANITARY RISER DIAGRAM
o
TO EXIST SAN S1UB
FIELD VERIFY EXACT
LOCATION OF FLOW
WC
3 VTR
3 "V
%2 "CW TO FLOOR
DRAIN TRAP
4 "W
INSULATE ALL PIPING
IN ACCORDANCE WITH
SPEC /F1CATIONS.
3/4" T &P RELIEF VALVE.
-WATER HEATER. SEE
EQUIPMENT SPEC.
2" WIDE, 20 GA. SHEET
METAL BAND, SECURE
TO WALL FOR SEISMIC
BRACING WHERE REQ'D
BY CODE.
GAL V. DRIP PAN.
SEPARATE 3/4"
COPPER PIPES
DRAIN TO MOP
SINK
EXTEND 4" S.S.
TO EXISTING
S.S. V.I.F.
LL INCOMING
3/4" C.W.
REVIEWED FOR
CODE COMPLIANCE
A PPROVED
F` q zu0
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 0 a 2009
PERMIT CENTER
1/4"0 STEEL CABLE. INSTALL
TO BE TAUT WITHIN 1/3 OF
ENDS, INSTALL LOWER CABLE
4 MIN. ABOVE CONTROLS
1 1/2" X 1 1/2" X 1/8"
ALL - WELDED STEEL ANGLE
MOUNTING SHELF PRIMED &
PAINTED WHITE GLOSS ENAMEL.
SCALE NTS
6' - 0" (MIN.) A.F.F.
1/4 "0 EYE BOLT TO WATER
HEATER SUPPORT FRAMING.
(SQUARE SHELF)
WATER HEATER
DIA. + 3" (MIN.)
Atila
3/4" PLYWOOD
(4)ANGLES
(2) VERTICAL & (2)
DIAGONAL ANGLES
SECURELY ANCHOR TO WALL
STUDS W/MIN. OF FOUR (4)
1/4 "0 STEEL FASTENERS.
WATER HEATER MOUNTING SHELF DETAIL CORR
LTR#
e
TION
1
P&fv\-161
DMC STORE #
4083
RELOCATION