HomeMy WebLinkAboutPermit PG08-034 - WESTFIELD SOUTHCENTER MALL - GODIVA CHOCOLATIERGODIVA CHOCOLATIER
555 SOUTHCENTER MALL
PGO8-034
Parcel No.:
Address:
Suite No:
Cityaf 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
PLUMBING /GAS PIPING PERMIT
6364200010
555 SOUTHCENTER MALL TUKW
Permit Number:
Issue Date:
Permit Expires On:
PG08 -034
04/16/2008
10/13/2008
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
GODIVA CHOCOLATIER
555 SOUTHCENTER MALL , TUKVVILA WA
WESTFIELD PROPERTY TAX DEPT
PO BOX 130940 , CARLSBAD CA
DEB SUBOTNIK
11006 NE 41 DR , IURKLAND WA
Contractor:
Name: MARKET CONTRACTORS (WA) LTD
Address: 10250 NE MARX ST , PORTLAND, OR
Contractor License No: MARKECW066NU
Phone:
Phone: 800 - 407 -7990 X581
Phone: 503 - 255 -0977
Expiration Date: 09/13/2008
DESCRIPTION OF WORK:
PLUMBING SYSTEMS FOR TENANT IMPROVEMENT OF NEW MALL SPACE
Value of Plumbing /Gas Piping:
Fees Collected:
$16,000.00
$235.00
Uniform Plumbing Code Edition: 2006
International Fuel Gas Code Edition: 2006
FIXTURE TYPE AND QUANTITY
Plumbing
Bathtub or combination bath/shower 0
Bidet 0
Clothes washer, domestic 0
Dental unit, cuspidor 0
Dishwasher, domestic, with independent drain 0
Drinking fountain or water cooler (per head) 0
Food -waste grinder, commercial 0
Floor drain 1
Shower, single head trap 0
Lavatory 1
Wash fountain
Receptor, indirect waste 0
Sinks 6
Urinals 0
Water Closet 1
0
Plumbing (cont.)
Building sewer and each trailer park sewer 0
Rain water system - per dram (inside bldg) 0
Water heater and /or vent 0
Industrial waste treatment interceptor, including
its trap and vent, except for kitchen type
grease interceptors 0
Repair or alteration of water piping and /or water
treatment equipment 0
Repair or alteration of drainage or vent piping 0
Medical gas piping system serving (1 -5)
inlets /outlets for a specific gas 0
Medical gas piping (6 +) inlets /outlets 0
Gas Piping
Gas piping outlets (0 -5) 0
Gas piping outlets (6 +) 0
* *continued on next page **
doc: UPC -10/06
PG08 -034 Printed: 04 -16 -2008
City ofTukwila
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
Permit Number: PG08 -034
Issue Date: 04/16/2008
Permit Expires On: 10/13/2008
Permit Center Authorized Signature:
Date: 1-k- k6-06
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.
Signature:
Print Name: V4-2 oil! AKp /l!
Date: , -76 -O a
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.
doc: UPC -10/06
PG08 -034 Printed: 04 -16 -2008
Parcel No.: 6364200010
Address:
Suite No:
Tenant:
•
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
555 SOUTHCENTER MALL TUKW
GODIVA CHOCOLATIER
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
PG08 -034
ISSUED
02/08/2008
04/16/2008
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 m 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 m 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 **
doc: Cond -10/06
PG08 -034 Printed: 04 -16 -2008
• •
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: cv / iDKrc� -�
Date: 7-16- .CR
ordinances governing
or local laws regulating
doc: Cond -10/06 PG08 -034
Printed: 04 -16 -2008
1
CITY OF TUKWILIP
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: 'ht-it„.ci.tukirila:7ra.its
•
Building Permit No. )O e- 0 7 7
Mechanical Permit No. MO j` 0 14
Plumbing/Gas Permit No. � 00— U 7;21
Public Works Permit No.
Project No.
121(7 (7124
(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.: O( 3(o Z1) G OO 1 0
Site Address: trj `.)`,-) . �c^ Vii, C0411-i\Gf Suite Number: 10 QC' Floor: t
Tenant Name:_ ( C (- \; �) n_ _l .11) 1 G. c_t2 New Tenant: Yes ❑ ..No
Property Owners Name: -(,� ���; -i e t. c, (! sr•Lp
Mailing Address: 1 1 In l iii i 14hi li t u� I I oc,i7
L > V-1 PLC f .l.,F
City J
04
state
cjC r-Nt`)
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: !D€ 1 -)u 0414:4 1I 1
Mailing Address: 1 \C'n(r tie_
Day Telephone: '&C=C' -tc) 5 1
\' City State Zip
E -Mail Address: � ���.` .'r i\l to v kliri c Fax Number: ce' L- (c- - Q c c' - -1-C j 13
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: 1 C,
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
State
Zip
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name: \ )dam �I
Mailing Address: (--1,75-r).) (--1,75-r).) Ir,.y,.t � t "-L 4] , 1 � ,�v� � 1- �- -�C? -1
Cup+ State Zip
Contact Person: a .._ : ti \ i Day Telephone: 01,3 4 - 14 E- --
E -Mail Address: C \ \ 4 ..z c ct_ 4 • (° 01. l Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: P.A A, `. r'1 C
Mailing Address: 1 C) 34c( 1'1i Ohm(.i„Z
City) State Zip
Contact Person: L±c: 2w-1 r. tr Day Telephone: 1 \ -- :-F'>3 40-1-
E-Mail Address: Qtywl. vvt.c.,1,1 r- A 11o.4 — Fax Number: -
Q1Applications\Fonns- Applientiom On Line\3 -2006 - Permit Applicationdoc
Revised: 9 -2006
bh
Page 1 of 6
T
PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:_ _ --
Mailing Address:
City State Zip
\ \ Day Telephone: �t``C C - ��,� t 11 )(ff.', /
E -Mail Address: �i`>cL�]�tvc t)C .c 24. „mac OA '1st v-vc . C'077 Fax Number: i -gC7c- -- -7G1 (
Contractor Registration Number: Expiration Date:
Contact Person: O 2
Valuation of Plumbing work (contractor's bid price): $ -- 1 In , COD
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information):
Building Use (per Int'l Building Code):
Occupancy (perInt'! Building Code):
Utility Purveyor Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
___
Bathtub or combination
bath/shower
Drinking fountain or water
cooler (per head)
—'
Wash fountain
Gas piping outlets
Bidet
a
Food -waste grinder,
commercial
Receptor, indirect
waste
r
Clothes washer, domestic
--
Floor drain
1
Sinks
le
Dental unit, cuspidor
—"
Shower, single head trap
- --
Urinals
--
Dishwasher, domestic,
with independent drain
—
Lavatory
1
Water Closet
1
Building sewer or trailer
park sewer
Rain water system – per
drain (inside building)
'-J-
Water heater and/or
vent
Additional medical gas
inlets/outlets – six or more
'-
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
–0-
Repair or alteration of water
piping and/or water treating
equipment
—
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
Q: ApplicationslFomu- Applications On line\3 -2006 - Pentiit Appleanoadoe
Revised: 9 -2006
bh
Page5of6
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 Pernnit
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 1053.2 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).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: rr , ✓� k
Print Name: JAI )
Mailing Address: 7 _
Date: - �7
Day Telephone: CC) `-koq - X.bB J
Lo - q'6033
State Zip
City
Date Application Accepted: y
'!
Date Application Expires:
�i
r� ,
Staff Initials: tit"(
Q: Upplieations\Forms- Applications On Line\3 -2006 - Permit Applicationdoc
Revised: 9-2006
bh
Page 6of6
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
RECEIPT
Parcel No.: 6364200010 Permit Number: PG08 -034
Address: 555 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 02/08/2008
Applicant: GODIVA CHOCOLATIER Issue Date:
Receipt No.: R08 -01194
Initials: WER
User ID: 1655
Payment Amount: $188.00
Payment Date: 04/16/2008 09:24 AM
Balance: $0.00
Payee: MARKET CONTRACTORS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 11722 188.00
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLUMBING - NONRES
000.322.103.00.0 188.00
Total: $188.00
12f:2 )`f /16 ?711 TOTAL 2611 =96
don: Rar.aint -(1R
Printari. 04-1A-200R
•
City of Tukwila
A
v'
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
RECEIPT
Parcel No.: 6364200010 Permit Number: PG08 -034
Address: 555 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 02/08/2008
Applicant: GODIVA CHOCOLATIER Issue Date:
Receipt No.: R08 -00357
Initials: WER
User ID: 1655
Payment Amount: $47.00
Payment Date: 02/08/2008 10:01 AM
Balance: $188.00
Payee: DEB SUBOTNIK
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1662 47.00
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000/345.830 47.00
Total: $47.00
8282 02/08 9710 TOTAL 1296.37
doc: Receipt-06 Printed: 02 -08 -2008
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
P60e—ag
PERMIT NO.
6
CITY OF TUKWILA BUILDING DIVISION f'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project..
Type of ction:
'
WWA'V
�C&1 i — I 'Ii.r..."TC/
`
Ad5s34
Date Called:
1
7" 1 R
7 /
Special Instructions:
Date W nted:
G
a.
Requester:
r
Phone N5
# _ 3.52
- -4/4Ci '7
® Approved per applicable codes. Corrections required prior to approval.
COMMENTS ::
r 1
V1 ,ii t 4' Th.tir ger ,'/y,"e. 1` { o r 6i re P1 Nkes+ /-
WWA'V
�C&1 i — I 'Ii.r..."TC/
1
r
Date:
LJ$60.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
- ._m, ,ems _ - __.�,. �ww•L
2
INSPECTION RECORD
Retain a copy with permit
/ ?e, .o ;'
INSPECTION NO. PERMIT NO.
ti
CITY OF TUKWILA BUILDING DIVISION 4?-'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project'
reA a ('ha -
Type of Inspection:
.A.,4 / ,-)/I /4/ 3
Address:
Date Called:
Special Instructions:
•
Date Wagted:
Requester:
Phone No:
a - 358 -i(Ge-571
A' Approved per applicable codes. El Corrections required prior to approval.
COMMENTS: e4
iLo.,4,." if4,7..',t„1 1-1. t lr 1v gip s:r,k
'(1
IterAir Ff2('e.„
A,.,-sitdI s.'./c
1
t
4
A
Inspector:
Date: G_ 1_ 06_
El $60.00 R. SPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
INSPECTION NO.
INSPECTION RECORD I
Retain a copy with permit rbag
PERMIT N
CITY OF TUKWILA BUILDING DIVISION K-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
/�� eA0r1- /
Type o�f,lnspection:
t-- �,v41/— /l<.� A
A dress:
g7 All— L
Date Called:,
Special Instructions:
Date Wanted:
.. -- / - 6e
a.r�.
e'lrm.
Requester: ,
Phoj ,_No:
•D.3:33---8 -' /
8 /
Approved per applicable codes.
1/
® Corrections required prior to approval.
COMMENTS:
6,/k 7.,/f to
lYo [14 r~.1r /c42 r'•1f s. K EQ -11
Inspector:
Date:
$60.00 R1= 11VSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
!Date:
£g
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT
CITY OF TUKWILA BUILDING DIVISION P"
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pro' e Yl�l�/rf ( ; ;((7•
Type of �ns//g/
AddrgS . /7,09/ /
/
Date Called:
Special Instructions:
Date anted
a.m .nv:.
Requester:
Phone No
_ - 52.3358 -
&W
Approved per applicable codes.
® Corrections required prior to approval.
COMMENTS:
Ned 11,1 ',atsr
Inspector:
60. EINSPECTI
Date:
El $ ON FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
P6pe -03471
PERMIT NO.
i�
(206)431 -3670
Project: it / .
Type of Inspection:
Address:
s5.7: cc
444,!/
Date Called:
Special Instructions:
1
Date Wanted l// j
r p.m.
Requester:
Phone No:
o3 35,? VV Y9
ElApproved per applicable codes. ® Corrections required prior to approval.
COMMENTS:
brt I2e44)'
Inspector: �z
Date:
El $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:
`" ReNSPECTION RECORD Vl
tain a copy with permit
_INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION ; te'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Proj t:
Oad y4 �/fQ('
Typ f Inspection: 1
6)/5h— ;�tl�`tie" 6
Addr55 m / 9 ( /
Date Called:
Special Instructions:
Date Wanted:
,�r"' 7— (�C_
p.m.
Requester:
Phone No:
_5_ 3 -3-5-e, -1-/e
/
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
-4yewid
Inspect°
Date:
7 -ems
0 0 REINSPECTION EE Rop E QOIRED. Prior o inspection, fee must be
aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
NSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
f%o& -63
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Prod
cLe.i
II -- --''
Type of{Inspection:
Add ss
ivvti
Date Called:
Special Instructions:
Date d:
�
a.m
Requester:
Phone No:
0 Approved per applicable codes. orrections required prior to approval.
COMMENTS:
PJ 6 1
Date:
etz■-Ce
.00 REINSPECTION EE REQUIRED. Prior o inspection. fee must be
id at 6300 Southcente Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permit
P6o963V
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
PERMIT NO.
Project: ,,may
U� 1 tJ ►4 e ►1C.x._ •
Type of Inspection: / 1
C0 l�InlAC.1
e
Address:
555 Yn A t t
Date Called:
q- Z tI -U e
Special Instructions:
Date Wanted:
GB)
p.m.
.- r
Requester:
Phone No:
563 —3S6 — t-t&eiti
Approved per applicable codes. Corrections required prior to approval. 56
COMMENTS:
Dafe:) 24_ 6/3
E 5 .00 REINSPECTION FEE REQUIRED Prior o inspection. fee must be
id at 6300 Southcenter.Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
•
Ciiy of Tukwila
O
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
February 19, 2008
Deb Subotnik
11006 NE 41' Drive
Kirkland, AW 98033
RE: CORRECTION LETTER #1
Plumbing /Gas Piping Application Number PG08 -034
Godiva Chocolatier — 555 Southcenter Mall
Dear Ms. Subotnik,
This letter is to inform you of corrections that must be addressed before your plumbing permit can be
approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Building Department has no comments.
Building Department: Dave Larson, at 206 431 -3678 if you have questions regarding the
attached comments.
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.
Sincerely,
14(9i-7-
Brenda Holt
Permit Coordinator
encl
xc: File No. PG08 -034
P:\Permit Center\Correction Letters \2008\PG08 -034 Correction Ltr #I .DOC
wer
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665
f
•
Tukwila Building Division
Dave', Larson, Senior Plan
Examiner
Building Division Review Memo
Date: February 19, 2008
Project Name: Godiva Chocolatier
Permit #: PG08 -034
Plan Review: Dave Larson, Senior Plans 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 1 1x17 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. Prep- sink EQ11 is not drained via an indirect waste before entering the grease trap. Will this sink be
used for prepping products meant for human consumption or is it a cleaning station for pots and pans
that would allow direct connection to the waste system.
2. EQ19 is also a prep -sink but it is not clear how it is connected to the waste system. Please clarify its
function and if it needs to drain via an indirect waste or not.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
1HENDERSON
ENGINEERS=
kansos ciy houston bentonville phoenix dallas tampa
RESPONSE TO CITY COMMENTS
Date: February 29, 2008
ISSUED BY;
Henderson Engineers, Inc.
10370 Richmond Ave., Ste. 370
Houston, TX 77042
CITY or- 'i'u�v 1
MQp032008
PERN,, , _
ISSUED FOR ARCHITECT:
MODA4 Design (project #07009)
4325 Tam 0 Shanter Way
Dayton, OH 45429
THE FOLLOWING IS A LIST OF THE CITY BUILDING DIVISION REVIEW COMMENTS. AND CORRECTIONS FOR
ISSUANCE OF A CONSTRUCTION PERMIT AS RELATED TO THE MECHANICAL, ELECTRICAL AND PLUMBING
SCOPE AND THEIR RESPECTIVE ACTION TAKEN BY HEI.
City of Tukwila Permit # PG08 -034
Project Title and Address: Godiva #1020 Southcenter Mall / 555 Southcenter, Seattle, WA
HEI Project # 0750001294
MMENTS.
PLUMBING
'******************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plan Review:Dave Larson, Senior Plans 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.
1. Prep- sink EQ11 is not drained via an indirect waste before entering the grease trap. Will this sink be used for prepping
products meant for human consumption or is it a cleaning station for pots and pans that would allow direct connection to
the waste system.
1) AEI response: EQ-11 is drained via a direct drain as it will be used for cleaning
pots, therefore requiring the grease interceptor as shown.
2. EQ19 is also a prep -sink but it is not clear how it is connected to the waste system. Please clarify its function and if it
needs to drain via an indirect waste or not.
2) HEI response: EQ -19 is intended to drain via an indirect drain. It is shown on
plan and in the riser diagram draining to floor sink EQ -21.
:ORRECTION
LTR# 1
10370 RICHMOND AVENUE, SUITE 370 HOUSTON, TX 77042 tat 713183 7707 riot 713 7831797 www. 1.eng.sem
.. n.n.aI 0- `i . .nin,..nhFt••••%4 .eauk p n 1411 11, .R •.. or. 111 .• R :.n..r i•( :.i.. ,. Sri.•' :"I0.
• PERMIT COORD COPY 0
PLAN REVIEW/ /ROUTING SLIP
ACTIVITY NUMBER: PG08 -034 DATE: 03 -03 -08
PROJECT NAME: GODIVA CHOCOLATIER
SITE ADDRESS: 555 SOUTHCENTER MALL
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Public Works
Fire Prevention
Structural
n
Planning Division
❑ Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete n
Comments:
DUE DATE: 03-04-08
Not Applicable ❑
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
REVIEWER'S INITIALS:
Structural Review Required
n
No further Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
DUE DATE: 04-01-08
Approved n Approved with Conditions 1❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: PG08 -034 DATE: 02 -08 -08
PROJECT NAME: GODIVA CHOCOLATIER
SITE ADDRESS: 555 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS: 2- 18" b
find e
Bui ding Division
Public Works
Al.- 0
Fire Prevention
Structural
n
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
7
Incomplete
DUE DATE: 02 -12 -08
Not Applicable
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
nNo further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 03 -11 -08
Not Approved (attach comments) Fi
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
-(4fr-D�
Bldg u Fire ❑ Ping ❑ PW ❑ 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 SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 3 -
Plan Check/Permit Number: PG08 -034
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # ^after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: GODIVA CHOCOLATIER
RECEIVED
CITY of TINvintA
MAR 03 2008
0ERMIT CEN -CF
Project Address:
Contact Person:
555 S outhcenter Mall
Deb Subotnik
Summary of Revision:
� 5
Phone Number:
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
\applications \forms - applications on line \revision submittal
Created: 8 -13 -2004
Revised:
Look Up a Contractor, Electric n or Plumber License Detail
Washington State Department of Labor and Industries
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.
License Information
License
MARKECW066NU
Licensee Name
MARKET CONTRACTORS (WA) LTD
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601018244
Ind. Ins. Account Id
51493700
Business Type
CORPORATION
Address 1
10250 NE MARX ST
Address 2
City
PORTLAND
County
OUT OF STATE
State
OR
Zip
972201152
Phone
5032550977
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
8/31/1994
Expiration Date
9/13/2008
Suspend Date
Separation Date
Parent Company
Previous License
LWBOOC *133KK
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
BOONE, MICHAEL L
01/01/1980
BROWN, PATIRCIA J
01/01/1980
HUGHES, MICHELE W
01/01/1980
DILLON, LENNARD
01/01/1980
BODEN, JOHN T
01/01/1980
01/01/1980
WARMER, EDWARD S
01/01/1980
01/01/1980
•
Bond Information
Bond I Bond
Page 1 of 3
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MARKECW066NU 04/16/2008
1
2
3
6
7
8
9
10
TYP.
1 EQ -09
(Th
1
0)
P2.0
--L
r 10
4 "CW
N
1EQ -14
a
3'V
EQ -14
EQ -20 •
3/ 34 "HW
4 "S
CEQ -23
jmED
n
� D • N FROM
COMP SINK
1 2"V
-1/2"V
4 "CW ETR
Q -181
1 /2 "HW
1 /2 "CW
"HW
"CW
"HW
"CW
W
iW
WreWMP
P2.0
2"V
—3 "W
T &P AND PAN DRAIN
TO DISCHARGE INTO a I
JANITORS SINK a-
3 /4 "HW
3 /4 "CW
1 /2 " H
1 -1/2"V
cEQ -32 --
- 1/2"V�
SALES AREA
DOMESTIC WATER PLAN
SCALE: 1 /4 " =1'� c"
SALES AREA
WASTE AND VENT PLAN
SCALE: 1 /4 " =1' --O"
I
.J J
)
REMOTE STOCKROOM PLAN
SCALE: 1 /4" =1' -0"
SEPARATE PERMIT
REQUIRED FOR:
dnicat
fleaectical
❑ Plumbing
❑ Gas Piping
City of Tukwila
-BUILDING DIVISION
WASTE AND VENT RISER DIAGRAM
NOT TO SCALE
FIELD VERIFY ALL CONDITIONS
DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT
THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT
EXISTING FIELD CONDITIONS. T1115 CONTRACT SHALL INCLUDE ALL
LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE
TO EXISTING CONDITIONS.
THE CONTRACTOR SHALL CONTACT THE ARCHITECT AND /OR
ENGINEER VIA OWNER PRIOR TO BIDDING FOR INTERPRETATIONS
AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL
COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY
THE ARCHITECT AND /OR ENGINEER VIA OWNER AFTER BIDDING WILL
BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST.
BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF
LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR
BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT
ACCORDANCE WITH GOVERNING CODES. THE PLANS AND
SPECIFICATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT
ARCHITECT AND /OR ENGINEER VIA OWNER OF ANY APPARENT
DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT.
* FIXTURES /EQUIPMENT SCHEDULED AND LOCATIONS SHOWN ON
PLANS ARE SUBJECT TO BUILDING DEPARTMENT AND HEALTH
DEPARTMENT APPROVAL.
REVISIONS
No chars shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
1EQ -14
(EQ-32
IEQ -1 8 I
EQ-31A
3 /4 "HW
3 /4 "CW
1 /2 "HW
1 /2 "CW
P2.0
-27A
N
P2.0
I EQ -091
PLUMBING PLAN NOTES:
0
0
0
0
0
0
0
0
0
10
11
1EQ -19
DO NOT INSTALL PLUMBING PIPING OVER ELECTRICAL
PANELS.
CONNECT NEW 3" VENT TO EXISTING 3" VENT.
COORDINATE EXACT TIE IN LOCATION AND ROUTING
PRIOR TO START OF INSTALLATION.
INSTALL FULL LINE SIZE INDIRECT DRAIN FROM SINK
AND TERMINATE INDIRECT AT FLOOR SINK WITH AIR GAP
PER CODE.
CONNECT 1" COLD WATER FOR NEW SALES COUNTER
EQUIPMENT TO EXISTING 4" COLD WATER MAIN AND
PROVIDE A NEW TENANT DOMESTIC WATER SUBMETER.
COORDINATE EXACT TIE IN LOCATIONS AND ROUTING
PRIOR TO START OF INSTALLATION.
CONNECT NEW 4" SANITARY LINE INTO EXISTING 4"
SANITARY LINE. FIELD VERIFY THE EXACT LOCATION AND
INVERT ELEVATION FOR NEW SANITARY LINE CONNECTION
POINT PRIOR TO INSTALLATION. IF FOUND THAT NEW
CONNECTION POINT CAN NOT BE MADE, NOTIFY
ARCHITECT AS SOON AS POSSIBLE FOR ISSUE TO BE
RESOLVED NOT TO DELAY CONSTRUCTION SCHEDULE.
WATER FILTER IS FURNISHED BY THE EQUIPMENT
SUPPLIER AND INSTALLED BY THE PLUMBING
CONTRACTOR.
CONDENSATE LINE TO RUN TO LOW LEVEL IN WALL AND
THEN OUT TO CONNECT DIRECTLY TO TAILPIECE OF
HAND SINK.
AUXILLIARY CONDENSATE LINE TO RUN TO LOW LEVEL IN
WALL THEN OUT TO DISCHARGE INTO FLOOR SINK WITH
AIR GAP PER CODE.
CONDENSATE LINE FROM VENTROL UNIT TO RUN BELOW
CEILING THEN DOWN WALL TO LOW LEVEL AND
DISCHARGE INTO MOP SINK WITH AIR GAP PER CODE.
EXISTING 3- COMPARTMENT SINK TO BE REMOVED AND
RELOCATED TO NEW SALES AREA.
EXISTING HAND SINK TO REMAIN.
Plar review approval Is aged 1Dmots and ontieSiCMS.
Approval of cant ue:ft doumente does nd &Maize
the violation of any adcyted co or ordnance• t
of approved Field Copy and oo la :
3 /4 "HW
3 /4 "CW
EQ -03 I
3 /4 "HW
3 /4 "CW
1 "CW 3 /4 "HW
3 /4 "CW
EQ -11 I
3 /4 "CW
FILE M
Permit.
By
City of "hawk
BUILD! SION
IQ -12A
1 /2 "HW
1 /2 "CW
I -131
DOMESTIC WATER RISER DIAGRAM { R °
NOT TO SCALE FEB - 8 2008
P&o8 o3y
TYP.
1 /2 "HW
1 /2 "CW
EQ -14I
PERMIT CENTER
HENDERSON
ENGINEERS=
10370 RICHMOND AVENUE, SUITE 370
HOUSTON, TX 77042
TEL 713 783 7707 FAX 713 783 7797
www.Nei- eng.com
0750001294
RJS JMH SIJM
TYP.
11 /D7 /OO
PLUMBING
FLOOR
PLAN
P -1.0
ISSUED / REVISED DATE
HEALTH DEPT SUBMITTAL 12.17.07
98% OWNER REVIEW 01.03.08
HEALTH DEPT RVSNS 01.11.08
ISSUED FOR PERMIT 01.25.08
FIRE PROTECT. SYMBOLS
I NOTE: THIS IS A NECESSARILY MASTER USED LEGEND ON THE AND NOT DRAWINGS. ALL SYMBOLS, ETC. ARE
FIRE SPRINKLERS
--0 UPRIGHT SPRINKLER
0 PENDENT SPRINKLER
• CONCEALED SPRINKLER
PENDENT
DRY SPRINKLER
V' DRY SIDEWALL SPRINKLER
• SIDEWALL SPRINKLER
PIPING
FP FIRE PROTECTION (FP)
vv SHUTOFF VALVE
t%.l CHECK VALVE
��-— BACK FLOW PREVENTER
3 CAP
ELBOW
--- - -Po UP
- -ha ELBOW DOWN
TEE
UP
� TEE DOWN
0 FIRE DEPARTMENT CONNECTION
3 FIRE PUMP TEST HEADER
o—F INSPECTOR'S TEST CONNECTION / AUXILIARY DRAIN
CID SPRINKLER RISER
/ TOP BEAM CLAMP
/ TRAPEZE
/ / HANGER
ANNOTATION
0 FIRE PROTECTION PLAN CALLOUT
s CONNECTION POINT OF NEW WORK TO EXISTING
Q DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER
Mr LOWER NUMBER INDICATES SHEET NUMBER
SECTION CUT DESIGNATION
ABBREVIATIONS
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
CD CANDELA
DI DUCTILE IRON
ESFR EARLY SUPPRESSION FAST
RESPONSE
ETR EXISTING TO REMAIN
FHC FIRE HOSE CABINET
FP FIRE PROTECTION
GC GENERAL CONTRACTOR
GPM GALLONS PER MINUTE
JB JUNCTION BOX
MAX MAXIMUM
MIN MINIMUM
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
OC ON CENTER
PN POST INDICATOR VALVE
PROVIDE FURNISH AND INSTALL
PRV PRESSURE REDUCING VALVE
RD RETURN DUCT
REV REVISION
SD SUPPLY DUCT
SF SQUARE FEET
TYP TYPICAL
UL UNDERWRITERS LABORATORIES,
INC.
UNO UNLESS NOTED OTHERWISE
V VOLT(S)
WP WEATHERPROOF
1 2
REMOTE STOCKROOM
C - e; FIRE SPRINKLER PLAN
SCALE: 1 /4 " =1' -O"
3
•
•
• rP?
FIRE SPRINKLER GENERAL NOTES:
1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE
IN ACCORDANCE WITH NFPA 13. SYSTEM SHALL ALSO MEET ALL
APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS
OF THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER.
VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL.
7. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT-PRODUCING
SOURCES WITH NFPA 13.
8. FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES
TO THE OWNER.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION
AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, PERFORM REQUIRED
CALCULATIONS AND COORDINATE WITH OTHER TRADES.
3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK
OF COORDINATION AND TO MEET AUTHORITY HAVING JURISDICTION
AND INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO
THE OWNER.
4. PROVIDE MINIMUM ORDINARY HAZARD GROUP 2 DESIGN CRITERIA (0.20
GPM /SF OVER 1500 SF HYDRAULIC REMOTE AREA) THROUGHOUT
BUILDING UNLESS REQUIRED OTHERWISE. INCLUDE HOSE ALLOWANCE
AT BASE OF RISER.
5. PROVIDE MINIMUM ORDINARY HAZARD GROUP 2 DESIGN CRITERIA (0.20
GPM /SF OVER 1500 SF HYDRAULIC REMOTE AREA OR ENTIRE AREA,
WHICH EVER IS SMALLER) THROUGHOUT MECHANICAL AND STORAGE
AREAS. INCLUDE HOSE ALLOWANCE AT BASE OF RISER.
6. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA
70.
4
•
•
n
•
•
•
5
SALES AREA
FIRE SPRINKLER PLAN
SCALE: 1 /4" =1' -O"
•
FIRE SPRINKLER PLAN NOTES:
0 EXISTING TENANT POINT OF CONNECTION TO LANDLORD SYSTEM TO
REMAIN.
O PROVIDE INDICATING CONTROL VALVE FOR TENANT SPACE.
CONNECT TO EXISTING LANDLORD PROVIDED SPRINKLER MAIN.
INSTALL WATERFLOW AND VALVE TAMPER SUPERVISORY SWITCH.
COORIDINATE MONITORING OF EQUIPMENT WITH LANDLORD'S FIRE
ALARM CONTROL PANEL WITH FIRE ALARM CONTRACTOR.
EXISTING REMOTE STOCK ROOM. NO FIRE SPRINKLER WORK TO BE
PERFORMED TO EXISTING SPACE.
6 7
8
9
X608 o3y
10
FEB @ 8 2008
PERWT CENTER
HENDERSON
ENGINEERS=
10370 RICHMOND AVENUE, SUITE 370
HOUSTON, TX 77042
Tu. 713 783 7707 FAX 713 783 7797
www.hei-eng.com
0750001294
RJS JMH SIM
1
1
oct
re
ES ILI
0
Z
LLI
wg
1-
0
W
EXP. 11/07/08
0
co co
r
cti
co
to
N
0
0
0_
Cn
ISSUED / REVISED DATE
HEALTH DEPT SUBMITTAL 12.17.07
98% OWNER REVIEW 01.03.08
HEALTH DEPT RVSNS 01.11.08
ISSUED FOR PERMIT 01.25.08
FIRE SPRINKLER
FLOOR
PLAN
P -1.1
1
2
3
4
5
6
9
10
COLD WATER
SUPPLY
CONCEALED IN
PARTITION.
BACK FLOW
PREVENTER WITH
UPSTREAM
STRAINER IF /AS
REQUIRED BY
LOCAL
AUTHORITIES
CONNECT TO
CONDENSATE
DRAIN AND DRAIN
PAN OUTLETS ON
CUBER
REFER TO
"INDIRECT DRAIN
INSTALLATION"
DETAIL FOR MORE
INFORMATION
HOT WATER
TO FIXTURES AS
SHOWN ON PLANS
CHECK VALVE
SHUTOFF VALVE
(TYPICAL)
PROVIDE PIPE UNION,
DIELECTRIC IF REQUIRED
FOR DISSIMILAR METALS
(TYPICAL)
ELECTRIC WATER
HEATER. REFER
TO SPECIFICATIONS
AND SCHEDULE
SET WATER HEATER ON
STEEL PLATE PLATFORM
(PLATFORM IS BY GENERAL
CONTRACTOR)
DRAIN VALVE BY WATER
HEATER MANUFACTURER
1
CUBER
PROVIDE 6" HIGH VENT PIPE, OPEN TO
THE ATMOSPHERE WHERE REQUIRED BY
CODE FOR LENGTH OF DRAIN PIPE
MINIMUM 1" FOR BLOW -THRU
MECHANICAL UNIT; MINIMUM
1" PLUS NEGATIVE STATIC
PRESSURE IN INCHES WATER
COLUMN FOR DRAW THRU UNIT
REFER TO FLOOR PLANS FOR
SIZE AND EXACT ROUTE OF
CONDENSATE AND AUXILIARY
CONDENSATE DRAINS.
RE: SPECIFICATIONS FOR
PIPE MATERIAL AND
INSULATION REQUIREMENTS
PROVIDE TRAP DEPTH GREATER THAN
4" OR 1/2" PLUS STATIC PRESSURE
IN INCHES WATER COLUMN
ICE BIN
ACD
WATER HAMMER
ARRESTER, PDI SIZE
WHEEL- HANDLE
ANGLE STOP VALVE
PER SPECIFICATIONS
ADAPTERS AND SIX
FOOT LENGTH OF
COILED SOFT
COPPER TUBING
WITHOUT KINKS, SIZE
OF CUBER WATER
INLET. CONNECT
FROM SHUT -OFF
VALVE TO CUBER
WATER INLET.
6" TALL VENT OPEN
TO ATMOSPHERE
CONNECT TO ICE BIN
DRAIN OUTLET. DO
NOT COMBINE WITH
CUBER DRAIN PIPE.
FLOOR SINK WHERE
I'i l
SHOWN ON FLOOR
PLANS.
PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT
FIELD CONDITIONS AND MEET EQUIPMENT MANUFACTURER'S
INSTALLATION INSTRUCTIONS. PROVIDE DUPLICATE WATER AND
DRAIN CONNECTIONS IF DUAL CUBERS ARE FURNISHED.
AIR COOLED ICE MACHINE
NOT TO SCALE
COLD WATER SUPPLY
_ TO WATER HEATER
COLD WATER TO EXPANSION
TANK AS SHOWN ON PLANS
AUTOMATIC VACUUM RELIEF
VALVE (WHEN REQUIRED)
INSTALL ASME
TEMPERATURE AND
PRESSURE RELIEF
VALVE FURNISHED
WITH WATER HEATER
PROVIDE A HARD
COPPER RELIEF
VALVE DISCHARGE
LINE FULL SIZE OF
VALVE OUTLET
6" WATERTIGHT PAN UNDER
HEATER WITH DRAIN PIPE
ROUTE RELIEF VALVE DISCHARGE
UNE AND DRAIN PAN LINE DOWN
CONCEALED IN WALL THE OUT TO
DISCHARGE INTO JANITORS SINK
WITH AIR PER CODE
REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING
ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS
PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO
FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF /AS REQUIRED
BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE
WHEN REQUIRED BY LOCAL AUTHORITIES.
SHELF MOUNTED WATER HEATER
NOT TO SCALE
TEE WITH CLEANOUT PLUG (TYPICAL)
PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST AS REQUIRED TO
SUIT ACTUAL INSTALLATION CONDITIONS. REFER TO LOCAL CODE FOR
INDIRECT DRAIN REQUIREMENTS
PROVIDE INCREASER TO MINIMUM
ONE PIPE SIZE LARGER THAN
UNIT CONNECTION, MINIMUM 3/4"
MECHANICAL EQUIPMENT
RE: MECHANICAL DRAWINGS
DRAIN PAN SUSPENDED
BELOW UNIT.
RE: MECHANICAL DRAWINGS
\\_ PROVIDE FLEXIBLE ADAPTER
COUPLING FOR ATTACHMENT
TO A MOTORIZED UNIT.
OTHERWISE, PROVIDE A UNION.
TEE WITH CLEANOUT PLUG
AIR HANDLING UNIT CONDENSATE DRAIN
NOT TO SCALE
3/4" PIPE FROM
COLD WATER SUPPLY
TO WATER HEATER,
WITH NO CHECK
VALVES INTERVENING
FDA - COMPLIANT
BUTYL DIAPHRAGM
WELDED STEEL
EXPANSION TANK
WITH POLYPROPYLENE
LINING, NSF APROVED
FOR DOMESTIC
WATER SERVICE
PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO
SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S
INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY
PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC
STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES.
COLD WATER MAIN
BRANCH PIPE WITH
SHUT -OFF VALVE FEEDING
PLUMBING FIXTURE(S)
AUTOMATIC TRAP PRIMER
VALVE WITH INTEGRAL AIR
GAP. INSTALL TRAP PRIMER
MINIMUM 12" ABOVE FLOOR
FOR EVERY 20' OF PRIMER
DISCHARGE PIPE.
PROVIDE DISTRIBUTION
UNIT(S) WHERE MORE
THAN ONE TRAP IS SERVED
BY ONE TRAP PRIMER
VALVE.
IF TRAP PRIMER IS
INSTALLED ABOVE HARD
CEILING, PROVIDE ACCESS
DOOR PER
SPECIFICATIONS.
PROVIDE FLOOR DRAIN
BODY OR P -TRAP WITH
THREADED TRAP PRIMER
CONNECTION. PROVIDE
SWEAT TO THREADED
ADAPTER. BRAZE JOINT
BELOW FLOOR SLAB ON
GRADE.
SMALL EXPANSION TANK
NOT TO SCALE
PROVIDE
CLEANOUTS IN
TURNS AND ENDS
OF DRAIN PIPE
FLOOR SLAB
PIPE HANGER NEXT
imml!
�� TO ELBOW
_ PROVIDE DIELECTRIC
PIPE UNION AT
TANK CONNECTION
FOR CONNECTION
OF DISSIMILAR
METALS
2"
INSTALL FLOW CONTROL FITTING
FURNISHED WITH GREASE TRAP
GREASE INTERCEPTOR REFERENCE
SPECIFICATIONS AND SCHEDULES. SET ON
FLOOR WHERE TOP CAN BE EASILY REMOVED
FOR CLEANING.
AIR CHARGING
VALVE. FILL TANK
WITH AIR PRESSURE
TO MATCH WATER
PRESSURE.
CONNECT 1/2" PIPE
(WITHOUT SHUT -OFF VALVE
IN BRANCH) TO TRAP
PRIMER VALVE OFF TOP OF
BRANCH PIPE. INSULATE
PIPE UPSTREAM OF TRAP
PRIMER, BUT NOT
DOWNSTREAM.
INSTALL TRAP PRIMER
LINE(S) DOWNSTREAM OF
TRAP PRIMER OR
DISTRIBUTION UNIT USING
1/2" SOFT COPPER TUBING.
INSTALL WITHOUT KINKS,
AND SLOPE CONTINUOUSLY
TOWARDS FLOOR DRAIN.
CONCEAL PIPE(S) IN
PARTITION OR CHASE IN
FINISHED AREAS. TRAP
PRIMER AND PIPES MAY BE
INSTALLED EXPOSED IN
UNFINISHED, NON- PUBLIC
AREAS.
IF PIPE IS BELOW FLOOR
1 SLAB ON GRADE, PROVIDE
1/2" ELASTOMERIC
INSULATION FROM PRIMER
CONNECTION TO 1" ABOVE
FLOOR SLAB.
PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED
BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST
TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE
SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND
DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS.
(7TRAP PRIMER OVERHEAD
NOT TO SCALE
ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR
MEET LOCAL CODE REQUIREMENTS. CONNECT TRAP FROM CENTER
COMPARTMENT.
6 UTILITY SINK AND GREASE TRAP
NOT TO SCALE
GENERAL NOTES:
1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL
SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB
SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT.
REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR
ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED
OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY
OWNER'S CONSTRUCTION MANAGER OF ANY CONFLICTS OR
DISCREPANCIES PRIOR TO SUBMISSION OF BID.
2. FURNISH A CONSTRUCTION RECORD SET OF "AS- BUILT"
DOCUMENTS TO THE OWNER'S CONSTRUCTION MANAGER REFLECTING
ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT
AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS.
3. FURNISH TO THE OWNER'S CONSTRUCTION MANAGER A COPY OF
INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL
AND STATE INSPECTIONS.
4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES
AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND
ALSO MEET ALL REQUIREMENTS OF THE LANDLORD.
5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE
REQUIREMENTS.
6. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND
MOUNTING HEIGHTS OF PLUMBING FIXTURES.
7. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION
OF PIPE ROUTING.
8. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED;
EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH
AS POSSIBLE AND TIGHT TO WALLS.
9. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS,
FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE
BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON
PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT,
STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL
CONTRACTOR BEFORE CONCRETE IS INSTALLED.
10. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING
BUILDING OVER TO THE OWNER.
11. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO
NOT ROUTE PIPING OVER ELECTRICAL PANELS.
12. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES.
MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES.
MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT.
13. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED
OTHERWISE.
14. CONTRACTOR SHALL PROVIDE AND PAY ALL FEES AND PERMITS.
15. ALL INDIRECT DRAIN PIPING INTO FLOOR SINKS MUST MAINTAIN A
MINIMUM 2" AIR GAP.
16. VERIFY EXACT CONNECTION LOCATIONS OF EXISTING WATER AND
SANITARY PIPING IN THE FIELD PRIOR TO BID.
17. PROVIDE NEW UNE SIZED SHUT -OFF VALVES TO ALL EQUIPMENT.
18. COORDINATE ALL ROOF WORK WITH THE CONTRACTOR LISTED ON
THE WARRANTY.
19. PROVIDE ALL REQUIRED BACKFLOW PREVENTION.
20. EXISTING LANDLORD PROVIDED 3 /4 "CW CONNECTION TO BE
ABANDONED. MAKE NEW 1" COL[ WATER CONNECTION TO EXISTING
4 "CW MAIN. INCREASED CONNECTION SIZE TO BE PROVIDED BY
TENANT AND COORDINATED WITH TENANT COORDINATOR.
21. ALL TENANTS REQUIRING BELOW GRADE WORK SHALL COORDINATE
WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION. TENANT SHALL
BE ROSPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE
SLAB ON GRADE SYSTEM.
2" VENT RISER
CONCEALED IN WALL
1 -1/2" AIR INTAKE
ON FLOW CONTROL
VALVE
1 -1/2" VENT ON TRAP
0 CONCEALED IN WALL
CLEANOUT
SHUTOFF VALVE
\ 3" WASTE
EQUIPMENT FURNISHED BY GODIVA:
EQ -03
EQ-091
EQ -11
EQ -12A
EQ -12E1
EQ -13
EQ -141
I -18
IEQ -191
BLENDTEC RED RINSER: 6"W x 6 "D x 2 5/8 "H FOOTPRINT,
2.23 GPM FLOW RATE.
ICE MACHINE: HOSHIZAKI MOD. KM151BAH AIR COOLED, UNDER -
COUNTER, STAINLESS STEEL, SELF - CONTAINED CUBER WITH BUILT
IN STORAGE.
PREP SINK: EAGLE GROUP MODEL #414- 16 -3 -18
19" X 16" 3- COMPARTMENT SINK WITH DUAL DRAINBOARDS.
FAUCET: DELTA FAUCET #2476/H24/A24.
NOTE: TO BE PROVIDED BY THE TENANT AND INSTALLED BY
THE GENERAL CONTRACTOR. SEE EQ -11 ON FIXTURE SHEET F -1.0.
SINK: EAGLE GROUP MODEL FDI- 16-- 19- 13 -5 -1
FAUCET: DELTA 2476 -H24 COLOR: WHITE
SPRAYER: SUPPLIED WITH FAUCET.
NOTE: TO BE PROVIDED BY THE TENANT AND INSTALLED BY
THE GENERAL CONTRACTOR. SEE EQ-12B ON FIXTURE SHEET F -1.0.
SINK: EAGLE GROUP MODEL FDI- 10- 14 -5 -1
FAUCET: DELTA 2476 -H24 COLOR: WHITE
SOAP DISPENSER: DELTA FAUCET #RP1001.
NOTE: TO BE PROVIDED BY THE TENANT AND INSTALLED BY
THE GENERAL CONTRACTOR. SEE EQ -12B ON FIXTURE SHEET F -1.0.
LAVATORY: AMERICAN STANDARD "LUCERNE" #0355.012,
FAUCET: CHICAGO #802A, 4" CENTERS, FLAT PLATE STRAINER, CAST
BRASS TRAP WITH CLEANOUT, STOPS, SUPPLIES, CONCEALED ARM
SUPPORT, OFFSET TAILPIECE, & PROTECTIVE COVERING LIKE
SEALCAURD, MOUNT ® 34" A.F.F. TO RIM TO MEET ADA. SEE EQ -13
FIXTURE SHEET F1.0.
WATER CLOSET: "AMERICAN STANDARD" ELONGATED CADET
#2998.012, WHITE, SEAT: OLSONITE #47, WHITE, VITREOUS CHINA,
FLOOR MOUNTED, SIPHON JET, TANK TYPE, ELONGATED BOWL, OPEN
FRONT SEAT, HANDLE ON WIDE SIDE OF STALL. SEE EQ -14 ON FIXTUR
SHEET F1.0.
HAND SINK: EAGLE GROUP MODEL #HSAN -10 -F 18" X 12"
X 6 3/4" DEEP BOWL.
FAUCET: DELTA FAUCET #2476/H24/A24.
SOAP DISPENSER: DELTA FAUCET #RP1001.
NOTE: TO BE PROVIDED BY THE TENANT AND INSTALLED BY
THE GENERAL CONTRACTOR. SEE EQ -18 ON FIXTURE SHEET F -1.0.
PREP SINK: EAGLE GROUP MODEL #414- 16 -1 -18 R OR L
19" X 16" SINGLE COMPARTMENT SINK WITH SINGLE DRAINBOARD.
FAUCET: DELTA FAUCET #2476/H24/A24.
NOTE: TO BE PROVIDED BY THE TENANT AND INSTALLED BY
THE GENERAL CONTRACTOR. SEE EQ -19 ON FIXTURE SHEER" F -1.0.
EQUIPMENT PROVIDED BY CONTRACTOR:
(EQ -10) MOP SINK: "FIAT" MODEL #MSB2424, PROVIDE WITH MOP HANGER
AND SERVICE SINK FAUCET 830AA. SEE EQ--10 ON FIXTURE
SHEET F1.0.
(EQ -21) FLOOR SINK: JOSAM # 49300- LF -NB, 6" DEEP CAST IRON BODY
WITH ACID RESISTING ENAMELED INTERIOR, LESS FLANGE, ALUMINUM
SEDIMENT BUCKET, AND 8" SQUARE NICKEL BRONZE GRATE. USE
CAULK JOINT OF OUTLET SIZE AS SHOWN ON PLANS.
(EQ -23) WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT
TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND
SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO
SPECIFICATIONS FOR INSTALLATION.
(EQ -24) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD
DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON
TYPE WITH LUBRICATED EPDM "0" RING SEALS, ASSE 1010
CERTIFICATION. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN
ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE
PLANS.
(EQ -26) GREASE TRAP: ZURN #GT- 2700 -20, WELDED STEEL TRAP. ACID
RESISTANT ENAMEL COATED INTERIOR, SEMI AUTOMATIC GREASE
DRAW OFF, LINE SHUT OFF VALVE, FLOW CONTROL FITTING AND
FLOW RATE OF 20 GPM AND A 40 POUND GREASE CAPACITY.
CQ -27) WATER HEATER: A. 0. SMITH # DEL -50, 50 GALLON GLASS LINED
LOW BOY STORAGE TANK, TWO 5KW DIRECT-IMMERSION HEATING
ELEMENTS FOR SIMULTANEOUS OPERATION, SURFACE- MOUNTED
THERMOSTATS, ANODE ROD, T & P VALVE, AND 68 GALLONS PER
HOUR RECOVERY AT A 60 DEGREE TEMPERATURE RISE. SET
WATER HEATER OPERATING TEMPERATURE TO 120 'F.
ELECTRICAL REQUIREMENTS: 208 VOLT THREE PHASE UNBLANCED
CIRCUIT, L2 = 41.6 FULL LOAD AMPS, L1 & L3 = 24.0 FULL
LOAD APMPS.
(EQ -28) FLOOR CLEANOUT: JAY R. SMITH, CAST IRON BODY, FLASHING
FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE,
ROUND, SECURED, NICKEL BRONZE, TOP. # 4151 ( -F -C), 1/8"
RECESS FOR INSTALLATION IN TILED FLOOR AREA(S).
(EQ -29) TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR -500
"PRIME-RITE", CORROSION RESISTANT BRASS BODY, "0" RING
SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER.
INSTALL THE VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR.
PROVIDE WITH DISTRIBUTION # DU -2 FOR TWO, # DU -3 FOR
THREE, OR #DU -4 FOR FOUR CONNECTIONS.
(EQ -30) EXPANSION TANK: AMTROL "THERM -X -TROL" #ST -5, WELDED STEEL
PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL
DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING
PRESSURE, 2.0 GALLON CAPACITY, 0.45 MAXIMUM ACCEPTANCE
FACTOR, 3/4" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE
TO MATCH EXISTING WATER SYSTEM PRESSURE.
Q -31A) WATER METER: AMCO #C700 1", BRONZE MAINCASE AND
MEASURING CHAMBER, BRONZE BOTTOM PLATE, STAINLESS STEEL
TRIM AND BOLTS, THERMOPLASTIC STRAINER, OSCILLATING PISTON
MEASURING ELEMENT, STRAIGHT READING HERMETICALLY SEALED
REGISTER, REGISTRATION IN U.S. GALLONS, MAGNETIC DRIVE, AND
COMPLIANCE WITH ANSI /AWWA C700. PROVIDE WITH REMOTE
READING SYSTEM IF /AS REQUIRED.
EQ -32 FLOOR DRAIN: JAY R. SMITH # 2005L ( -A), CAST IRON BODY AND
CLAMPING COLLAR, ADJUSTABLE 6" ROUND NICKEL BRONZE
STRAINER. USE PUSH ON JOINT OF OUTLET SIZE AS SHOWN ON
PLANS.
(EQ -32) REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS #
009QT --S, CAST BRONZE BODY, QUARTER TURN TEST COCKS,
QUARTER TURN BALL VALVES, BRONZE STRAINER, AND # 909AG
AIR GAP FITTING.
PLUMBING LEGEND:
S �
5 T - - �
S- -VBG --S
V-S
-S
5 --
�- W
5- --- W - -
GW S
5- -GW --S
S-- CD --S
S-- -ID - --5
S
G
5- - G - ---5
S +O 'ID
0V
S 1o1 5 5 1:::1 S
S S
5 IC
S
n 9
--11
S 0 S
A i
AFF
BFF
DN
LIK
IE
VTR
DOMESTIC COLD WATER (CW)
DOMESTIC HOT WATER (HW)
HOT WATER RECIRCULATION (HWR)
TRAP PRIMER LINE (T)
PLUMBING VENT BELOW GRADE (VBG)
PLUMBING VENT ABOVE FLOOR (V)
SANITARY PIPING ABOVE FLOOR (S)
SANITARY PIPING BELOW FLOOR (5)
WASTE PIPING ABOVE FLOOR (W)
WASTE PIPING BELOW FLOOR (W)
GREASE WASTE ABOVE FLOOR (GW)
GREASE WASTE BELOW FLOOR (GW)
CONDENSATE DRAIN (CD)
INDIRECT DRAIN (ID)
NATURAL GAS BELOW ROOF (G)
NATURAL GAS ABOVE ROOF (G)
ELBOW UP & ELBOW DOWN IN PIPING
TEE UP & TEE DOWN IN PIPING
ELBOW UP & ELBOW DOWN IN PIPING
WITH SHUTOFF VALVE (SOV)
BALL VALVE
CHECK VALVE
STRAINER
RECIRCULATION PUMP
RELIEF /SAFETY VALVE
WATER HAMMER ARRESTER WITH
PDI SIZES: A, B, C D, AND E
PRESSURE GAUGE
THERMOMETER
UNION
TRAP PRIMER
TRAP PRIMER WITH DISTRIBUTION UNIT
MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF
VALVE
DIRECTION OF FLOW
CAP
CLEANOUT (CO)
WALL CLEANOUT (WCO)
FLOOR CLEANOUT (FCO)
FLOOR DRAIN (FD) SIZE & TYPE
FLOOR SINK (FS) SIZE & TYPE
ISOMETRIC FLOOR PENETRATION
CONNECT TO EXISTING
O PLUMBING PLAN NOTE CALLOUT
PLUMBING EQUIPMENT DESIGNATION (CONTRACTOR
FURNISHED AND INSTALLED) REFER TO PLUMBING
FIXTURE OR EQUIPMENT SCHEDULES
EQUIPMENT DESIGNATION (OWNER FURNISHED,
CONTRACTOR INSTALLED)
MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR
FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE)
DETAIL REFERENCE
ABOVE FINISHED FLOOR
BELOW FINISHED FLOOR
DOWN
EXISTING TO REMAIN
INVERT ELEVATION
VENT THRU ROOF
FEB -8 2008
PERT C.iTEE,
HENDERSON
ENGINEERS =_
10370 RICHMOND AVENUE, SUITE 370
HOUSTON, TX 77042
'Fri. 713 7837707 FAX 713 783 7797
www.hel-eng.com
0750001294
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ISSUED / REVISED DATE
12.17.07
01.03.08
01.11.08
01.25.08
HEALTH DEPT SUBMITTAL
98% OWNER REVIEW
HEALTH DEPT RVSNS
ISSUED FOR PERMIT
PLUMBING
DETAILS
P -2.0
EXP. 11/07/08
1
2
3
4
5
6
9
10
SECTION 15B: PLUMBING:
15B1 GENERAL INSTRUCTIONS
15B 1 -1 PREBID SITE VISIT
PRIOR TO SUBMITTING BID, VISIT THE SITE AND BECOME FULLY
INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE
DONE.
158 1 -2 COORDINATION
COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE
VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE
PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW
PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE.
15B 1 -3 ORDINANCES AND CODES
WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE
IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL
CODES HAVING JURISDICTION.
PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE
ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE
REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF
INSPECTION TO OWNER.
15B 1 -4 SLEEVES
PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON
GRADE. SLEEVES SHALL BE SCHEDULE 40 STEEL PIPE, TWO NOMINAL
PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER —TIGHT WITH
SILICONE CAULK.
15B2 PLUMBING PIPING
15B 2 -1 PIPING MATERIALS
DOMESTIC WATER (COLD AND HOT WATER): DOMESTIC WATER PIPING
INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE
TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER
FITTINGS AND SOLDERED CONNECTIONS.
INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE
BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON
SOIL PIPE WITH HUB AND SPIGOT FITTINGS. PVC SCHEDULE 40 DWV
ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454 —B
WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS
ALSO PERMITTED WHERE APPROVED BY CODE.
INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE
ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE
AND FITTINGS WITH HUBLESS COUPLINGS. PVC SCHEDULE 40 DWV
ASTM D2665 PIPE WITH PVC MEETING ASTM 81784, CELL CLASS 12454 —B
WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS
ALSO PERMITTED WHERE APPROVED BY CODE, (NOTE: PVC PIPING IS
NOT ALLOWED IN CEILING RETURN AIR PLENUMS)
INDIRECT AND CONDENSATE DRAIN: INDIRECT AND CONDENSATE
DRAIN PIPE SHALL BE TYPE "M" HARD COPPER WITH WROUGHT COPPER
FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER WITH WROUGHT
COPPER DRAINAGE PATTERN FITTINGS FOR 1-1/4" AND LARGER HARD
TEMPER COPPER TUBE OR SCHEDULE 40 PVC PIPE AND FITTINGS WITH
SOLVENT WELD JOINTS WHERE ALLOWED BY CODE. (NOTE: PVC
PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS).
158 2 -2 PIPING INSULATION
DOMESTIC COLD WATER AND HOT WATER, INDIRECT AND CONDENSATE
DRAIN PIPE: 1" ONE—PIECE FIBERGLASS COVERING WITH FIRE —
RESISTANT JACKET WITH SELF — SEALING LAP. FOR PIPING AT HANGERS
PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE
CALCIUM SILICATE, FIBERGLASS, OR 8" LONG STYROFOAM BILLETS.
INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE,
EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT
FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING
WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE
INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED
PIPING.
COVER FITTINGS WITH ONE —PIECE PVC PREMOLDED INSULATING
COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT
EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT
RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS
BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND
TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH
MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED
INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES,
MITER INSULATION AT FITTINGS.
15B 2 -3 PIPING JOINTS
COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE
SOLDERED JOINTS USING LEAD —FREE 95/5 SOLDER EXCEPT WHERE
TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN
WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER
(SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE
FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING
MANUFACTURER'S RECOMMENDATIONS.
CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST
IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION
GASKETS, TYSEAL OR EQUAL.
CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE
STANDARD CISPI 310 -85 COUPLING.
PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY
PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT
CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN
ACCORDANCE WITH ASTM D2855.
15B 2 -4 PIPING INSTALLATION
GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM
ENDS OF PIPE TO REMOVE BURRS. INSTALL WITH ADEQUATE
CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED.
NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM
THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW.
PROVIDE CHROME— PLATED ESCUTCHEONS ON PIPES PASSING
THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN
PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE
SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR
STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED
SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE
FERROUS AND COPPER PIPE CONNECT.
HANGER & SUPPORTS: CONNECT HANGERS TO THE STRUCTURE WITH
SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE
ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER
STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING
INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR
DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT
INTERVALS AS SPECIFIED. PROVIDE SUPPORT WITHIN 1' OF EACH
ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT
CONNECTION. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS
PIPING AS FOLLOWS:
COPPER TUBE: 1 -1/2" AND SMALLER — EVERY 6' WITH 3/8"HANCER RODS;
2" — EVERY 10' WITH 1/2"HANGER RODS; SUPPORT VERTICAL COPPER
TUBE EVERY 10'.
CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND
SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4"
WITH 5/8" HANGER RODS; SUPPORT VERTICAL CAST IRON PIPE EVERY
15'
PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4'. 1 -1/2" AND SMALLER
WITH 3/8" HANGER RODS; 2" WITH 1/2 "HANGER RODS; 2 -1/2" AND 3"
WITH 1/2" HANGER RODS, 4" AND LARGER WITH 5/8" HANGER RODS.
SUPPORT VERTICAL PVC PIPE EVERY 4'.
SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE
REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE
GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT
ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR.
BELOW GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL
AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER
FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT
FOR PIPING 3" OR SMALLER. LAY PIPE WITH HUB END UPSTREAM.
MAKE CHANGES IN DIRECTION IN AS REQUIRED BY THE INSTALLATION
PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES.
ABOVE GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL
AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER
FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT
FOR PIPING 3" OR SMALLER SUPPORT PIPE WITHIN 12" OF EACH JOINT.
MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT
FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH
SANITARY "TEES" OR SHORT SWEEP "ELLS ". MAKE CHANGES IN
DIRECTION AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED
AND ENFORCED BY LOCAL CODES.
PLUMBING VENT: CONNECT PLUMBING VENT PIPES AS REQUIRED BY
THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL
CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE
ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK
BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING
THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL
CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT
LEAST 2 ", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE
PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE
STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT.
DOMESTIC WATER: ARRANGE COLD AND HOT, WATER PIPING TO DRAIN
AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE
UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS
OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM
WHERE REQUIRED TO ALLOW PROPER MAINTENANCE.
15B 2 -5 PIPING SANITIZATION
SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD AND
HOT WATER) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM
AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM
OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES
DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY
WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY
WATER LEVEL.
1583 PLUMBING SPECIALTIES
15B 3 -1 WATER HAMMER ARRESTORS
PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF
FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER
HAMMER. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING
AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS.
15B 3 -2 CLEANOUTS AND FLOOR DRAINS
CLEANOUTS AND FLOOR DRAINS SHALL BE BY ONE MANUFACTURER IF
POSSIBLE. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT
EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN
DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN
HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18"
CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER
REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG
WITH TEFLON JOINT COMPOUND.
FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS.
FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS.
INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE
BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL
AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES
CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4 ", AND 4" SIZE
FOR PIPES LARGER THAN 4 ". DETERMINE THE TYPE OF FLOOR
COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND
PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING
(CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR
UNFINISHED FLOOR). ROUGH —IN AND INSTALL EACH FLOOR CLEANOUT
FLUSH WITH THE FINISHED FLOOR CONSTRUCTION.
WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS.
INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS;
AT THE FOOT OF EACH SOIL OR WASTE STACK; AT HORIZONTAL SOIL
AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A
FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT
SPECIFIC FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE
FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR
AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO
LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. INSTALL
CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE.
15B 3 -3 VALVES
BALL VALVES: 2" AND SMALLER, TWO PIECE BRONZE BODY, WITH
SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL
PORT, 400 PSI, BLOW —OUT PROOF STEM.
CHECK VALVES: CHECK VALVES SHALL BE CLASS 125. CHECK VALVES
FOR INSTALLATION IN HORIZONTAL PIPE RUNS SHALL BE OF THE
"SWING DISC" DESIGN. HORIZONTAL CHECK VALVES 2 -1/2" AND
SMALLER SHALL BE SCREWED BRONZE BODY AND BRONZE DISC.
CHECK VALVES FOR INSTALLATION IN VERTICAL PIPE RUNS SHALL BE
OF THE "VERTICAL LIFT" DESIGN. VERTICAL CHECK VALVES 2 -1/2" AND
SMALLER SHALL BE SCREWED BRONZE BODY AND BRONZE DISC.
UNIONS: FERROUS UNIONS SHALL BE COMBINATION IRON AND BRASS,
GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE
CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO
COPPER UNIONS SHALL BE DIELECTRIC TYPE WITH THREADED NYLON
INSERT.
15B 3 -4 SYSTEM ACCESSORIES
ICE MAKER CONNECTION BOXES SHALL BE AS SPECIFIED ON THE
DRAWINGS WITH WALL FLANGE AND WATER CONNECTION.
15B4 PLUMBING FIXTURES AND EQUIPMENT
15B 4 -1 PLUMBING FIXTURES
FURNISH AND INSTALL PLUMBING FIXTURES, SEE THE DRAWINGS FOR
QUANTITIES AND DESCRIPTIONS.
FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE
FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO
REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND
READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES
SHALL BE CHROME— PLATED, AND WATER SUPPLY PIPING SHALL BE
VALVED AT EACH FIXTURE.
15B 4 -2 PLUMBING FIXTURE TRIM
FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET
OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD —FREE
STANDARDS OF ANSI /NSF STANDARD 61, SECTION 9.
PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS.
FIXTURE P —TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT,
17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP
NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED.
PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON
EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET
DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED.
SECTION 15C AUTOMATIC SPRINKLER SYSTEM:
15C1 GENERAL
15C 1 -1 GENERAL REQUIREMENTS
ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY
CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS
EACH CONTRACTOR SHALL BE RESPONSIBLE T
SECTION. S BLE 0
THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO
CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION.
THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL,
EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR
REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE
DRAWINGS AND SPECIFICATIONS.
THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED
DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK
DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN
THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND
SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF
SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER
THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER TO
SECTION 15B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT APPLY
TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN.
15C 1 -2 DEFINITIONS
FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER
TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING,
ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS."
INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT
THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING,
ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO
DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR
OPERATIONS."
PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL,
COMPLETE AND READY FOR THE INTENDED USE."
FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE
FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND
CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE
AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE
WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION
AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE
GUARANTEE REQUIRED BY THIS DIVISION.
ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE
ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE
WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN
AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN
THE GENERAL AND /OR SUPPLEMENTARY CONDITIONS. WHEN USED IN
THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND
OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY,
AND OBLIGATIONS TO, THE "ARCHITECT ".
AHJ: THE LOCAL CODE AND /OR INSPECTION AGENCY (AUTHORITY)
HAVING JURISDICTION OVER THE WORK.
THE TERMS "APPROVED EQUAL ", "EQUIVALENT ", OR "EQUAL" ARE USED
SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO
THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER
SPECIFIED "_ THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR
BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL,
ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT.
15C 1 -3 INSPECTION OF SITE
THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE
PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE
CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO
SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST
OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT
PRICE.
15C 1 -4 SCOPE
MODIFY EXISTING WET—PIPE, FIRE PROTECTION AUTOMATIC SPRINKLER
SYSTEM FOR THE AREA OF WORK SHOWN ON THE DRAWINGS.
CONTRACTOR SHALL BE APPROVED AND STATE LICENSED FOR DESIGN
AND INSTALLATION OF FIRE PROTECTION SYSTEMS. THE WORK DONE
UNDER THIS SECTION SHALL BE PERFORMED ONLY BY A CONTRACTOR
WHOSE WORKMEN ARE EXPERIENCED AND REGULARLY ENGAGED IN THE
INSTALLATION OF FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE
CAPABLE OF PREPARING HYDRAULIC CALCULATIONS AND SYSTEM
LAYOUTS.
PROVIDE ALL FIRE SPRINKLER ALARM DEVICES INCLUDING WATERFLOW
ALARM AND VALVE TAMPER SWITCHES FOR ALL SYSTEM CONTROL
VALVES. COORDINATE ALL WIRING AND CONDUIT FOR A COMPLETE
AND FUNCTIONAL INSTALLATION.
SYSTEM SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH THE LATEST
EDITION OF NFPA 13, 24, UNDERWRITERS LABORATORIES (UL), AND
MUST BE ACCEPTABLE TO THE OWNER'S INSURER, THE AUTHORITY
HAVING JURISDICTION AND ALL APPLICABLE LOCAL, STATE AND
NATIONAL CODES AND STANDARDS. WHERE THE CONTRACT
DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES,
STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE
PRECEDENCE.
WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO
THE FOLLOWING:
1) DESIGN AND INSTALLATION OF A COMPLETE WET —PIPE FIRE
PROTECTION SPRINKLER SYSTEM FOR THE ENTIRE BUILDING OR AREA OF
WORK SHOWN ON THE DRAWINGS.
15C 1 -5 SYSTEM DESIGN
THIS CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING
HAZARDS WITH THE OWNER'S INSURER PRIOR TO DESIGNING THE
SYSTEM. WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED
BEFORE SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12
MONTHS PRIOR TO THE SUBMITTAL OF SPRINKLER DRAWINGS.
ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. HYDRAULIC CALCULATIONS SHALL BE
SUBMITTED INCLUDING SUPPLY AND DEMAND GRAPH AS REQUIRED;
ALL HYDRAULIC REFERENCE POINTS AND AREA OF APPLICATION SHALL
APPEAR ON THE PLAN. CONTRACTOR SHALL VERIFY WITH AUTHORITY
HAVING JURISDICTION ANY MINIMUM SAFETY FACTOR REQUIREMENTS.
DEMAND SHALL NOT BE LESS THAN 10% BELOW THE SUPPLY AT THE
DEMAND POINT.
PROTECT AREA OF WORK WITH A WET TYPE SPRINKLER SYSTEM
DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR
ORDINARY HAZARD GROUP 2, 0.20 GPM /SF OVER THE HYDRAULICALLY
REMOTE 1500 SF AREA. INCLUDE MINIMUM 250 GPM HOSE
ALLOWANCE ADDED AT THE BASE OF RISER.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE HYDRAULIC
CALCULATIONS AS REQUIRED, THE FINAL SYSTEM DESIGN, AND THE
LAYOUT OF ALL COMPONENTS OF THE SYSTEM AS REQUIRED FOR
THE APPROVAL BY THE OWNER'S INSURER, THE AUTHORITY HAVING
JURISDICTION AND ALL APPLICABLE LOCAL, STATE AND NATIONAL
CODES AND STANDARDS.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING
SYSTEM LAYOUT WITH OTHER CONTRACTORS. CHANGES TO SYSTEM
DESIGN DUE TO LACK OF COORDINATION SHALL BE PAID FOR BY THIS
CONTRACTOR.
DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE
OF SPRINKLER PIPES OR HANGERS SHALL NOT BE ACCEPTED. WHEN
DESIGN APPEARAN CE OR SIMILAR ASPECTS REQUIRES CUTTING,
DUE TO
ECONOMY, IT SHALL BE HELD TO AN ABSOLUTE MINIMUM AND DONE
ONLY WITH THE ARCHITECT AND STRUCTURAL ENGINEER'S WRITTEN
APPROVAL. ANY EXCESSIVE REQUIREMENTS OF THIS TYPE SHALL BE
IDENTIFIED DURING THE BID PERIOD.
SPRINKLER SPACING SHALL CONFORM TO NFPA 13. EXTENDED
COVERAGE SPRINKLERS SHALL NOT BE USED IN UNFINISHED (SHELL)
SPACES.
THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS
ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE
SPRINKLERS.
15C 1 -7 ELECTRONIC DRAWINGS
IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS
OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD VERSION 14,
2002 OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR
CD —ROM DISK, AS DESIRED, FROM THE ENGINEER FOR A FEE OF $200
FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH
ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ENGINEER TO
OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY
SHIPPING METHOD AND DRAWING FORMAT. PAYMENT MUST BE
RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT.
15C 1 -8 RECORD DRAWINGS
DURING PROGRESS OF THE WORK OF THIS SECTION, THIS CONTRACTOR
SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN
THE INSTALLATION OF THE SYSTEM. UPON COMPLETION OF THE WORK,
ACCURATELY TRANSFER ALL RECORD INFORMATION TO THREE
IDENTICAL BLUELINE PRINT SETS OF THE APPROVED SHOP DRAWINGS.
INSERT ONE SET INTO EACH COPY OF THE MANUAL DESCRIBED BELOW.
15C 1 -9 TESTING AND ACCEPTANCE
UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH
SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE
REQUIREMENTS AND AS NOTED BELOW. THE CONTRACTOR SHALL
FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL
SPRINKLER EQUIPMENT INSTALLED UNDER THIS CONTRACT, AND HE
SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND
REPAIRING AND /OR REPLACING ALL DAMAGE RESULTING THEREFROM.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY
HA VIN G JURISDICTION, WORKING DAYS PRIOR TO MAKING
THREE ( 3 )
SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN
UNTIL THE REQUIRED TESTS HAVE EQ Ep E 5 AVE BEEN COMPLETED, BUT
IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON
PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE
WORK MAY BE CONCEALED. ALL PIPING SHALL BE SUBJECT TO THE
SPECIFIED PRESSURE R FOR THE T UNINTERRUPTED SPECIFIED PERIOD. ALL
LINES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT.
ALL SYSTEM DEFECTS SHALL BE REPAIRED OR REPLACED WITH NEW
CAULKING OF DEFECTIVE JOINTS, CRACKS CKS OR HOLES WIL L
NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE
BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF
THE ADMINISTRATIVE AUTHORITY AND /OR THE OWNER'S AUTHORIZED
REPRESENTATIVE.
UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO
ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL
MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL
EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE
FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS
AND SPECIFICATIONS.
ABOVE GROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH NFPA
13. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT A
MINIMUM PRESSURE OF 200 —PSI FOR A MINIMUM 2 —HOUR PERIOD OF
TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND PIPE. THE USE
OF ANY SUBSTANCE OR MATERIAL ADDED TO THE WATER TO CORRECT
LEAKS SHALL NOT BE PERMITTED.
AFTER COMPLETION OF THE INSTALLATION, TEST, RETEST, AND MAKE
ALL CORRECTIONS NECESSARY TO SECURE ACCEPTANCE BY THE FIRE
MARSHAL AND /OR ANY OTHER AUTHORITY HAVING JURISDICTION.
FURNISH ALL TEST EQUIPMENT AND PERSONNEL REQUIRED.
15C 1 -10 SYSTEM MANUAL
UPON COMPLETION OF THE INSTALLATION, AND AS A CONDITION OF ITS
ACCEPTANCE, CONTRACTOR SHALL COMPILE THREE 8 -1/2" BY 11"
MANUALS, FIRMLY BOUND IN HEAVYWEIGHT PLASTIC OR PAPER COVER
TO WITHSTAND HARD USE. LOOSE —LEAF BINDING IS NOT ACCEPTABLE.
MANUALS SHALL BE DELIVERED TO THE ARCHITECT, AND SHALL
CONTAIN THE FOLLOWING ITEMS:
1) IDENTIFICATION CLEARLY VISIBLE ON OR THROUGH THE COVER, THE
NAME OF THE PROJECT AND "FIRE SPRINKLER SYSTEM MANUAL ".
2) NEATLY TYPED INDEX AT FRONT WITH ALL EMERGENCY
INFORMATION CLEARLY IDENTIFIED.
3) COMPLETE LIST OF ALL SYSTEM COMPONENTS WITH
MANUFACTURER'S NAMES, CATALOG NUMBERS, AND ALL DATA FOR
ORDERING PARTS.
4) ONE COPY OF THE RECORD DRAWINGS, AS DESCRIBED ABOVE.
5) ALL INFORMATION REQUIRED TO SECURE EMERGENCY REPAIRS OR
SERVICE.
6) CONTRACTOR'S "MATERIAL AND TEST CERTIFICATE(S) FOR
SPRINKLER SYSTEM ", AS DESCRIBED IN NFPA 13.
15C 1 -11 GUARANTEE
THE ENTIRE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF
ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. IF DEFECTS
OCCUR DURING THE ONE —YEAR GUARANTEE PERIOD, THIS CONTRACTOR
SHALL REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE
OWNER AND TO THE SATISFACTION OF THE ENGINEER.
15C 1 -12 INSTRUCTIONS
AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR TO
THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT THE
BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE OPERATION OF
THE SPRINKLER SYSTEM AND THE PROCEDURE TO CONDUCT
QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25. SPECIAL
CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING PERSONNEL WILL
IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE I5 IN AN OPEN
POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND WILL KNOW
HOW TO TEST THE ALARM VALVE LVE IF APPLICABLE. THE BUILDING
PERSONNEL SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND
CONTENTS OF THE SYSTEM MANUAL DESCRIBED IN THIS
SPECIFICATION.
15C2 MATERIALS AND INSTALLATION
15C 2 -1 PRODUCTS
ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE UNDERWRITER'S
LABORATORIES LISTED FOR THEIR INTENDED USE.
15C 2 -2 PIPING AND COMPONENTS
SPRINKLER PIPING 2" AND SMALLER SHALL BE SCHEDULE 40. PIPES
SHALL HAVE WELDED, THREADED, OR MECHANICALLY JOINED FITTINGS,
BASED ON THE PIPE MATERIAL AND SIZE PER NFPA 13 REQUIREMENTS.
ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE
SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13.
THREADED PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0
OR GREATER. CRIMP —TYPE COUPLINGS SHALL NOT BE USED.
THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING
LESS THAN 1.0 NOT PERMITTED.
15C 2 -3 SPRINKLERS
SPRINKLERS IN AREAS WITH GYPSUM BOARD CEILINGS SHALL BE FULLY
CONCEALED TYPE WITH WHITE DROP —AWAY COVERPLATES.
SPRINKLERS IN AREAS WITH SUSPENDED ACOUSTICAL CEILINGS SHALL
BE FULLY CONCEALED TYPE WITH WHITE DROP —AWAY COVERPLATES.
15C 2 -4 INSTALLATION
COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO AS
TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF THE
WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER PIPING IS
INSTALLED WITHOUT COORDINATING WITH OTHER TRADES AND
CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE
CONFLICTS.
PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF
THE ROOF DECK, SHALL BE CONCEALED. ALL PIPING SHALL BE CLEAN
AND FREE OF RUST. INSTALL SYSTEM SUCH THAT ALL PIPING 15 RIGIDLY
SECURED AND SUPPORTED. ALL DUCTWORK, LIGHTS, STRUCTURAL
MEMBERS AND MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER
SPRINKLER PIPING. CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE
OF SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED. ALL
HORIZONTAL PIPING IN CEILING SPACE SHALL BE AT AN ELEVATION
ABOVE THE TOP OF LIGHT FIXTURES AND AIR OUTLETS TO ALLOW FOR
ACCESS TO LIGHT FIXTURES AND AIR OUTLETS WITHOUT REMOVING
HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING AND PROVIDE ALL
OFFSETS, BENDS, AND ELBOWS AROUND ALL MECHANICAL,
ELECTRICAL, AND STRUCTURAL MEMBERS AS REQUIRED.
CONTRACTOR SHALL COORDINATE WITH THE FIRE ALARM CONTRACTOR
AND /OR ELECTRICAL CONTRACTOR THE CONNECTION OF THE ARE
SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM OR FIRE
SPRINKLER MONITORING PANEL AS REQUIRED.
WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME
PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT
WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY
AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN
UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH
PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A FIRE
STOP.
ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON
THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF
OPENINGS MUST HAVE TH E WRITTEN R APPROVAL OF THE ARCHITECT.
CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER
SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION
ALLOWS. THEN THE CONTRACTOR SHALL ACTIVATE THE SYSTEM FOR
ITS INTENDED USE. AFTER THE SYSTEM HAS BEEN ACTIVATED FOR
CONTINUOUS USE, WATER CHARGES IF ANY WILL BE PAID BY OWNER.
PIPING SHALL BE ROUTED PARALLEL TO BUILDING LINES.
15C 2 -5 PENETRATIONS
SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS
WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION
PENETRATIONS WITH 3M CP -25, OR APPROVED EQUAL FIRE BARRIER
CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY
MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE —
RATED ASSEMBLIES.
END OF SECTION 15C
608 - 03q
FEB' - 8 2008
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HENDERSON
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10370 RICHMOND AVENUE, SUITE 370
HOUSTON, TX 77042
TEL 713 783 7707 FAX 713 783 7797
www.hei-eng.com
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PLUMBING
SPECS
2
3
4
5
6
7
8
9
10
SECTION 15C: AUTOMATIC SPRINKLER SYSTEM:
15C1 GENERAL
15C 1 -1 GENERAL REQUIREMENTS
ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY
CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS
SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO
THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO
CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR
SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL
MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES,
AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS
REQUIRED BY THE DRAWINGS AND SPECIFICATIONS.
THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED
DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK
DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH.
IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND
SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF
SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER
THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER
TO SECTION 15B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT
APPLY TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN.
15C 1 -2 DEFINITIONS
FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND
DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING,
ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS."
INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT
THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING,
ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING
TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND
SIMILAR OPERATIONS."
PROVIDE: THE TERM "PROVIDE" MEANS "f0 FURNISH AND INSTALL,
COMPLETE AND READY FOR THE INTENDED USE."
FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL
BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED
AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION,
COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS
INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR
PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL
BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION.
ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE
ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE
WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN
AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN
THE GENERAL AND /OR SUPPLEMENTARY CONDITIONS. WHEN USED IN
THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND
OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY,
AND OBLIGATIONS TO, THE "ARCHITECT ".
AHJ: THE CODE AND /OR INSPECTION AGENCY (AUTHORITY) HAVING
JURISDICTION OVER THE WORK.
THE TERMS "APPROVED EQUAL ", "EQUIVALENT ", OR "EQUAL" ARE
USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR
ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR
MANUFACTURER SPECIFIED ". THE TERM "APPROVED" SHALL MEAN
LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING
LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER
THIS PROJECT.
15C 1 -3 INSPECTION OF SITE
THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE
PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE
CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO
DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO
REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE
CONTRACT PRICE.
15C 1 -4 SCOPE
PROVIDE COMPLETE WITH ALL RELATED ITEMS, A WET —PIPE,
AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE AREA OF WORK
SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE APPROVED AND
STATE LICENSED FOR DESIGN AND INSTALLATION OF FIRE
PROTECTION SYSTEMS. THE WORK DONE UNDER THIS SECTION
SHALL BE PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN
ARE EXPERIENCED AND REGULARLY ENGAGED IN THE INSTALLATION
OF FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE CAPABLE
OF PREPARING HYDRAULIC CALCULATIONS AND SYSTEM LAYOUTS.
PROVIDE ALL FIRE SPRINKLER ALARM DEVICES INCLUDING
WATERFLOW ALARM AND VALVE TAMPER SWITCHES FOR ALL SYSTEM
CONTROL VALVES. COORDINATE ALL WIRING AND CONDUIT FOR A
COMPLETE AND FUNCTIONAL INSTALLATION.
SYSTEM SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH THE LATEST
EDITION OF NFPA 13, UNDERWRITERS LABORATORIES (UL), AND MUST
BE ACCEPTABLE TO THE OWNER'S INSURER, THE AHJ AND ALL
APPLICABLE LOCAL, STATE AND NATIONAL CODES AND STANDARDS.
WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS
OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT
DOCUMENTS SHALL TAKE PRECEDENCE.
WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO
THE FOLLOWING:
1) DESIGN AND INSTALLATION OF A COMPLETE WET —PIPE, AUTOMATIC
FIRE SPRINKLER SYSTEM FOR THE AREA OF WORK SHOWN ON THE
DRAWINGS OR SPECIFIED HEREIN.
2) PORTIONS OF SYSTEMS SUBJECT TO FREEZING OR TEMPERATURES
BELOW 40' F SHALL BE PROTECTED AGAINST FREEZING AS REQUIRED
BY NFPA 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS
AND FOR ALL COSTS INCURRED FROM DAMAGE CAUSED BY FREEZING
OF THE FIRE PROTECTION SYSTEM.
15C 1 -5 SYSTEM DESIGN
CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING HAZARDS
WITH THE OWNER'S INSURER PRIOR TO DESIGNING THE SYSTEM.
WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED
BEFORE SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12
MONTHS PRIOR TO THE SUBMITTAL OF SPRINKLER SHOP DRAWINGS.
ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
HYDRAULIC CALCULATIONS SHALL BE SUBMITTED, AS REQUIRED,
INCLUDING SUPPLY AND DEMAND GRAPH; ALL HYDRAULIC
REFERENCE POINTS AND AREA OF APPLICATION SHALL APPEAR ON
THE PLAN. CONTRACTOR SHALL VERIFY WITH AHJ ANY MINIMUM
SAFETY FACTOR REQUIREMENTS. DEMAND SHALL NOT BE LESS THAN
10% BELOW THE SUPPLY AT THE DEMAND POINT.
PROTECT OFFICE AND RESTROOM AREAS, UNLESS NOTED
OTHERWISE WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN
ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR LIGHT HAZARD,
0.10 GPM /SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA.
INCLUDE MINIMUM 100 GPM HOSE ALLOWANCE ADDED AT THE BASE
OF RISER.
PROTECT THE AREA OF WORK, UNLESS NOTED OTHERWISE WITH A
WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH
NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0.20
GPM /SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE
MINIMUM 250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF
RISER.
RISER.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
HYDRAULIC CALCULATIONS IF REQUIRED, THE FINAL SYSTEM DESIGN,
AND THE LAYOUT OF ALL COMPONENTS OF THE SYSTEM AS
REQUIRED FOR APPROVAL BY THE OWNER'S INSURER AND THE AHJ.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
COORDINATING SYSTEM LAYOUT WITH OTHER CONTRACTORS.
CHANGES TO SYSTEM DESIGN DUE TO LACK OF COORDINATION
SHALL BE PAID FOR BY THIS CONTRACTOR.
DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR
PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL NOT BE
ACCEPTED. WHEN DESIGN APPEARANCE OR SIMILAR ASPECTS
REQUIRE CUTTING, DUE TO ECONOMY, IT SHALL BE HELD TO AN
ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT AND
STRUCTURAL ENGINEER'S WRITTEN APPROVAL. ANY EXCESSIVE
REQUIREMENTS OF THIS TYPE SHALL BE IDENTIFIED DURING THE BID
PERIOD.
SPRINKLER SPACING SHALL CONFORM TO NFPA 13. EXTENDED
COVERAGE SPRINKLERS SHALL NOT BE USED IN UNFINISHED (SHELL)
SPACES.
THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS
ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE
SPRINKLERS.
15C 1 -6 SHOP DRAWINGS
SIX (6) COPIES OF SHOP DRAWINGS AND HYDRAULIC CALCULATIONS
SHALL BE FURNISHED TO THE ARCHITECT AND /OR ENGINEER, FOR HIS
APPROVAL.
SHOP DRAWINGS SHALL MEET THE REQUIREMENTS OF NFPA 13 FOR
WORKING LEVEL DRAWINGS AND SHALL INCLUDE THE FOLLOWING:
1) SUBMIT WORKING PLANS PER NFPA 13 INCLUDING LAYOUT
DRAWINGS OF THE COMPLETE OVERHEAD SPRINKLER SYSTEM
INDICATING RELATIONSHIP OF SPRINKLER PIPING AND SPRINKLERS
TO ALL OTHER OVERHEAD ITEMS INCLUDING CEILING GRID AND TILES,
LIGHT FIXTURES, DIFFUSERS, REGISTERS, GRILLES, DUCTWORK,
STRUCTURE, SOFFITS, OBSTRUCTIONS, ETC. LOCATION OF RISERS,
PIPING, ETC., SHALL BE AS INCONSPICUOUS AS POSSIBLE AND SHALL
FULFILL ALL FUNCTIONAL REQUIREMENTS. SYSTEM DESIGN
CAPABILITIES AND DEMAND SHALL ALSO BE NOTED ON THE
DRAWINGS.
2) SUBMIT COMPLETE DETAILS AND SECTIONS AS REQUIRED TO
CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS
LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURER'S
NAME AND CATALOG NUMBER.
3) HYDRAULIC CALCULATIONS (AS REQUIRED).
4) PRODUCT DATA FOR ALL FIRE SPRINKLER SYSTEM COMPONENTS.
CLEARLY INDICATE COMPONENTS TO BE USED WHERE MULTIPLE
COMPONENTS APPEAR ON THE SAME CUT SHEET.
15C 1-7 ELECTRONIC DRAWINGS
IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS
OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD VERSION
14, 2006 OR DXF FORMAT, AS DESIRED, FROM THE ENGINEER FOR A
FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER
SHEET FOR A SET OF MORE THAN 12 SHEETS. CONTRACTOR SHALL
CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE
AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND
DRAWING FORMAT. PAYMENT MUST BE RECEIVED BEFORE
ELECTRONIC DRAWING FILES WILL BE SENT.
15C 1 -8 RECORD DRAWINGS
DURING PROGRESS OF THE WORK OF THIS SECTION, THIS
CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL
CHANGES MADE IN THE INSTALLATION OF THE SYSTEM. UPON
COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD
INFORMATION TO ONE SET OF THE APPROVED SHOP DRAWINGS.
PROVIDE FINAL RECORD SET TO OWNER OR LEAVE ON SITE UPON
COMPLETION.
15C 1 -9 GUARANTEE
THE ENTIRE INSTALLATION FOR THE SCOPE OF WORK SHALL BE
GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF
SUBSTANTIAL COMPLETION. LABOR (INCLUDING TRAVEL EXPENSES)
TO TROUBLE — SHOOT, REPAIR, REPROGRAM, OR REPLACE
COMPONENTS SHALL BE FURNISHED BY THIS CONTRACTOR AT NO
CHARGE DURING THE WARRANTY PERIOD.
15C2 MATERIALS AND INSTALLATION
15C 2 -1 PRODUCTS
ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE
UNDERWRITER'S LABORATORIES LISTED FOR THEIR INTENDED USE.
15C 2 -2 PIPING AND COMPONENTS
SPRINKLER PIPING 2 -1/2" AND LARGER SHALL BE SCHEDULE 10 OR
SCHEDULE 40 BLACK STEEL. SPRINKLER PIPING 2" AND SMALLER
SHALL BE SCHEDULE 40. PIPES SHALL HAVE WELDED, THREADED, OR
MECHANICALLY JOINED FITTINGS, BASED ON THE PIPE MATERIAL AND
SIZE PER NFPA 13 REQUIREMENTS.
ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE
SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13.
PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR
GREATER. CRIMP —TYPE COUPLINGS SHALL NOT BE USED.
THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING
LESS THAN 1.0 NOT PERMITTED.
ALL PIPING ON THE EXTERIOR OF THE BUILDING AND /OR EXPOSED TO
THE ELEMENTS SHALL BE EXTERNALLY GALVANIZED.
15C 2 -3 SPRINKLERS
SPRINKLERS IN AREAS WITH GYPSUM BOARD CEILINGS SHALL BE
FULLY CONCEALED TYPE WITH WHITE COVERPLATES.
SPRINKLERS IN AREAS WITH SUSPENDED ACOUSTICAL CEILINGS
SHALL BE FULLY CONCEALED TYPE WITH WHITE COVERPLATES.
SPRINKLERS IN AREAS WITH EXPOSED PIPING MAY BE PENDENT OR
UPRIGHT TYPES WITH ROUGH BRASS FINISH.
PROVIDE QUICK RESPONSE SPRINKLERS IN ALL LIGHT HAZARD AREAS.
15C 2 -4 SERVICE ENTRANCE
FIRE PROTECTION SERVICE ENTRANCE IS EXISTING TO REMAIN IN
LANDLORD SPACE.
PROVIDE NEXT TO THE SPRINKLER RISER, A PRINTED SHEET,
PROTECTED BY GLASS OR A TRANSPARENT PLASTIC COVER, GIVING
BRIEF INSTRUCTIONS REGARDING CONTROL, EMERGENCY
PROCEDURE AND OTHER DATA AS REQUIRED BY NFPA 13. FOR
HYDRAULICALLY DESIGNED SYSTEMS, A PLACARD MUST BE
PERMANENTLY ATTACHED TO THE RISER INDICATING THE LOCATION,
AND THE BASIS OF DESIGN (DISCHARGE DENSITY AND SYSTEM
DEMAND).
ALL CONTROL VALVE SUPERVISORY SWITCHES AND WATERFLOW
ALARM SWITCHES SHALL BE PROVIDED BY THIS CONTRACTOR.FIRE
DEPARTMENT CONNECTION 15 EXISTING TO REMAIN.
PROVIDE A CABINET CONTAINING SPARE SPRINKLERS AND
APPROPRIATE WRENCH(ES) PER NFPA 13, AT THE FIRE SPRINKLER
SYSTEM SERVICE ENTRANCE AREA.
15C3 EXECUTION
15C 3 -1 PIPING AND FINISHES
PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF
THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT
CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM
THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. INSTALL
SYSTEM SUCH THAT ALL PIPING 15 RIGIDLY SECURED AND
SUPPORTED. ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS AND
MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER
PIPING. CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF
SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED. ALL
HORIZONTAL PIPING IN CEILING SPACE SHALL BE AT AN ELEVATION
ABOVE THE TOP OF LIGHT FIXTURES AND AIR OUTLETS TO ALLOW
FOR ACCESS TO LIGHT FIXTURES AND AIR OUTLETS WITHOUT
REMOVING HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING AND
PROVIDE ALL OFFSETS, BENDS, AND ELBOWS AROUND ALL
MECHANICAL, ELECTRICAL, AND STRUCTURAL MEMBERS AS
REQUIRED.
WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME
PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT
WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY
AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN
UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH
PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A
FIRE STOP.
ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON
THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF
OPENINGS MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT.
PIPING SHALL BE ROUTED PARALLEL TO MAJOR BUILDING LINES.
DESIGN SHALL ALLOW FOR SUITABLE DRAINAGE OF SYSTEM, ALL TO
MEET WITH THE APPROVAL OF THE AFOREMENTIONED AUTHORITIES.
PROVIDE ACCESS PANELS AS REQUIRED. ALL DRAIN LOCATIONS
REQUIRING ACCESS PANELS SHALL BE APPROVED BY THE ARCHITECT
PRIOR TO INSTALLATION.
SPRINKLERS IN SUSPENDED CEILINGS SHALL BE NOT LESS THAN 6—
INCHES FROM THE GRID IN ALL DIRECTIONS.
15C 3-2 COORDINATION
CONTRACTOR SHALL COORDINATE THE CONNECTION OF ANY NEW
FIRE SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM AS
REQUIRED.
COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO
AS TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS
OF THE WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER
PIPING IS INSTALLED WITHOUT COORDINATING WITH OTHER TRADES
AND CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE
CONFLICTS.
15C 3 -3 PENETRATIONS
SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS
WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE
PROTECTION PENETRATIONS WITH 3M CP -25, OR APPROVED EQUAL
FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED
BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE —
RATED ASSEMBLIES.
15C 3 -4 TESTING AND ACCEPTANCE
CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER
SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION
ALLOWS. FOLLOWING SYSTEM INSTALLATION, THE CONTRACTOR
SHALL PLACE THE SYSTEM IN SERVICE. AFTER THE SYSTEM HAS
BEEN PLACED IN SERVICE FOR CONTINUOUS USE, WATER CHARGES,
IF ANY WILL BE PAID BY OWNER.
UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO
ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR
SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT
ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER,
AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE
DRAWINGS AND SPECIFICATIONS.
ABOVE GROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH
NFPA 13. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY
TESTED AT A MINIMUM PRESSURE OF 200 —PSI FOR A MINIMUM 2 —HOUR
PERIOD OF TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND
PIPE. THE USE OF ANY SUBSTANCE OR MATERIAL ADDED TO THE
WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. CAULKING OF
DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED.
TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED.
ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE AHJ AND /OR
THE OWNER'S AUTHORIZED REPRESENTATIVE.
UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH
SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE
REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND
EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER
EQUIPMENT INSTALLED UNDER THIS CONTRACT, AND HE SHALL
ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING
AND /OR REPLACING ALL DAMAGE RESULTING THEREFROM.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE
AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR
TO MAKING SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL
REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN
COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION
PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND
IF SATISFACTORY, THE WORK MAY BE CONCEALED.
15C 3 -5 INS I RUCTIONS
AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR
TO THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL
INSTRUCT THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN
THE OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE
TO CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA
25. SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING
PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN
VALVE IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE
SYSTEM, AND WILL KNOW HOW TO TEST THE SYSTEM. THE BUILDING
PERSONNEL SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE
AND CONTENTS OF THE SYSTEM MANUAL DESCRIBED IN THIS
SPECIFICATION.
END OF SECTION 15C
T&o8 O3'
FEB-82008
PEf^eided CENTER
HENDERSON
ENGINEERS=
10370 RICHMOND AVENUE, SURE 370
HOUSTON, TX 77042
TEL 713 783 7707 FAX 713 783 7797
www.hei eng.com
0750001294
R15 JMH SLM
P -3.1
EXP. 11/07/08
8
ISSUED / REVISED DATE
HEALTH DEPT SUBMITTAL 12.17.07
98% OWNER REVIEW 01.03.08
HEALTH DEPT RVSNS 01.11.08
ISSUED FOR PERMIT 01.25.08
FIRE PROTECTION
SPECIFICATIONS