HomeMy WebLinkAboutB09-0037M09-0078 : Entries for Item:390 - MECH-Final 12:19 01/21/2013
Action Comments By Date Unique_
Ke
AP See building final Martin 01/21/2013 A000157
397
Total Rows: 1
Page 1
A09-0051: Entries for Item:538 - FIRE-FINAL C/O 15:58 01/18/2013
Total Rows: 1
Page 1
F09-0030: Entries for Item:538 - FIRE-FINAL C/O 15:58 01/18/2013
Action Comments By Date Unique_
Ke
AP done with MLV drhoades 11/24/2009 A000129
987
Total Rows: 1
Page 1
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
,,
�owxoFV�, �
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B09-0037
Job Address: 356 HANSON RANCH RD VAIL
Location......: SUITE 310, CHATEAU CHRISTIANIA TOWNHOMES
Parcel No....: 210108243005
OWNER COLLINS, MAURA M. 03/20/2009
155 LONG NECK POINT
DARIEN
CT 06820
APPLICANT J. KRUEGER AND COMPANY
PO BOX 630
EDWARDS
CO 81632
License: 293-A
CONTRACTOR J. KRUEGER AND COMPANY
PO BOX 630
EDWARDS
CO 81632
License: 293-A
Description:
INTERIOR REMODEL
Occupancy: R2
Type Construction:VA
03/20/2009 Phone: 949-4814
03/20/2009 Phone: 949-4814
Project #:
Status . . :
Applied . .
Issued . ..
Expires . ..:
PRJ09-0067
ISSUED
03/20/2009
05/15/2009
11 /11 /2009
\.�c; � ��
,.h�\l �
v�\ ��` �.�4�..: �.
� w� Lc=c.-til.. � S �C-I--YI � �
\ �nU�iCQ �j
Valuation: $110,000.00
Total Sq Ft Added: 0
........�......x...,+..« ..................,,,�.,,..«.....,>.......�...�...,....,.,,, FEE SUMMARY .<.......,,,..,.<,��,,.,,.x.....�....,............,,........,,,,,..«,.......,....,
Building Permit Fee------> $1,049.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $3,736.09
Plan Check--------------------> $682.34 Use Tax Fee---------------------> $2,000.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $3,736.09
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> $3,736.09
Total Calculated Fees--------> $3,736.09 BALANCE DUE------------------------> $0.00
.....>..,. ...............» ...»._..........._,.........._,......,,..+.........,,.,.....,....................�,,..,......�..,..................+..,,.,,......,,..�......,.......».,.,....���
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT DUR OFFICE FROM
8:00 AM - 4:00 P .
C,, i � � �J
Sign tur of Owner or Contractor Date
`�i
Print Name
bld_alt_construction_perm it_041908
•*#*Wii*ffw��*A**fi4!***wwi#�#��A**f�kf**#**wi*w*#�}fwww*w*l��f��***4R***�**w#**�w*#*�wtwf###www+*#k*****�**f******f***N***�**f�!*f*f�*f***>fx�***#**�fxf>�*lxff>fxN********�*k***w+ww
APPROVALS
Permit #: B09-0037 as of 05-15-2009 Status: ISSUED
...,....,,., .............<....«...,..,,,.,..,..,�.,,.,.,�...........,,,.,........,�.........,.,,,.......<......�...................>.......,.,...,...,,....,.,,,,...,,...,.,,.......:..:
Item: 05100 BUILDING DEPARTMENT
04/01/2009 cg Action: CR
F:\cdev\CHRIS\PERMIT.COMMENTS\B09-0037\B09-0037. DOC
05/15/2009 cg Action: AP
Item: 05600 FIRE DEPARTMENT
03/27/2009 McGee Action: AP 1. TOV Asbestos
Abatement Pemrit required.
2. Fire alarm permit required.
3. Fire alarm permit required.
4. Provide manufacturer's listing on baseboard heaters
and minimum clearence to combustibles .
...> .........................................................................................................�.........,»,....,.....,,,..,,,,....,..,.,...,,..,,....,.,..............
See the Conditions section of this Document for any that may apply.
bld_a It_co nstru ctio n_perm it_041908
.<.........< ..................................,,»......�.,.......�.,.�.......�.,,.�...,.x........,<....,,.,......�........,..,,,,...,,,�.,...........,...,.,...,,.......�..,,...,...».
CONDITIONS OF APPROVAL
Permit #: B09-0037 as of 05-15-2009 Status: ISSUED
.....��...,..� .....................................x....,,.........,,,.....<.......<.........,.»..�.,,��.......>..,...�����........,,.......�.,.....,...�.,...,....,.......�.........
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0010609
TOV Asbestos Abatement permit required.
Cond: CON0010610
Fire sprinkler permit required .
� bld_alt_construction_permit_041908
■
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
*****************************+**************************************************************
Statement Number: R090000492 Amount: $3,053.76 05/15/200910:55 AM
Payment Method: Check Init: SAB
Notation: 1404 J KRUEGER &
COMPANY
-----------------------------------------------------------------------------
Permit No: B09-0037 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: SUITE 310, CHATEAU CHRISTIANIA TOWNHOMES
Total Fees: $3,736.09
This Payment: $3,053.76 Total ALL Pmts: $3,736.09
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 1,049.75
PF 00100003112300 PLAN CHECK FEES .O1
UT 11000003106000 USE TAX 4°s 2,000.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
„
= �� .' �:� > ' "�- �: , ;' , dinato�}
� � _ Development Review Coor
f' � 75 South Frontage Road_'
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� `� Vaii, C0 8�657 ,
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9 2`(72 �
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BUILt�ING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, fireplace, etc
Project Address
�:5(�l �.�,�sv�
Contractor Information
Company: � �-��•t.t,�iCA� � ��
CompanyAddress: �f},)l �?�itl
City: ��,���J State:� Zip: �� �� L
Contact Name:� 4� �� Z-U.�
Contact Ph: ��"`' � ��� Cell: � �' � Z�'��
E-Mail: ,� %+J��� �''t✓�� �1/litP.C��v i/GtI � , �CYt�-�
Town of Vail Contractor Registration No: !�" I,_%� J'j�
Contra�,t Signature (required)
�
Property Information � --°_ _._...__�._.__.�____________ ..__ __.___
Parce) #: � I vI — U l�'i� '�{" i-(;���
Legat Description: Lot # Blk #
,
Subdivision: (i1t!1'( �� L t�f�C',( S� � 1�, '7'�va' 1� G}
Job Name:
Owner Name: 4M�-�t' l�l�L � Ilfj
Mailing Address: (�� ��� N�� 1�'( P�? (f�J ,G7 �j �i j� C U'
(For Parcel # Contact Eagle County assessors Office at 97 328-8640 or
visit www.eaglecounty.us/patie)
Valuations (Labor & Material)
Building $ �i 0'OQ � d �
Plumbing $ �� Q'QQ � O (j
Electricaf $ J� QQ� ' d�
Mechanical $ 2, (f (� (/ • i/b`
Total $ � `Q � aQQ � iJ�
Project # I Y«J V`�l '�
DRB#
Building Permit#: � Q�'' OQ��
Detailed Description of Work:
��t,tv�JNZll.v1 f�c��'�t� �iti'�.5�f �'�'U�
�F U�t,'i l, tM 1 NCYG ���i d� 1� cv � 5
(Use additional sheet if necessary)
Architect �} Designer ( ) Engineer ( )
Phone: ��:Cl'��-t',- k�i'�-'t�L��t%c�� 7C.f G�1 _�SCjLf,
Fax:
E-Mail:
Work Class:
New ( ) Addition ( ) Remodel (�-"� Repair ( ) Other ( )
Work Type:
Interior� E�erior( ) Both ( )
Building Type:
Single-Family ( ) Two-Family ( ) Multi-Family ( )
Commercial ( ) Townhome Er:) Other ( )
#& Type of Existing Fireplaces: Gas Appliances ()
Gas Log () WoodlPellet () Wood Burning (.�'�)
#& Type of Proposed Fireplaces: Gas Appliances ()
Gas Log ( ) Wood/Pellet ( ) Wood Burning ( � )
Does a Fire Alarm Exist: Yes ('� ) No ()
Monitored Alarm:�Yes (v ) No ( ) �F.{�NOwN
Does a Fire Sprinkler System Exisf: Yes () No ()
Date Received � ('� � �_� � �l `� I_� "'1
U u �
MAR 1 � 2U09
,
TOWN OF V�IL
�
04/28/2409 20:31 FRX 9702416584 PHASE_CON
,�:
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us��.� �x ;���� ���� �G� N
�� �r����'>l;",,;�,, � IRCENMENTAL CONSULTANTS '
, '',;,v�'.,.. %,�. ..
Finai Clearance Air Monitoring Services
Date: April 27, 2009
�j ooa�oos
Project: Abaterruent (removal) of select areas (asbestos containing
wallboard texture is still present In other areas of the unit which were
outside of the sco�pe of work) of asbestos containing waliboard texture
by demolitlon of the wallboard substrate at 356 Hanson Ranch Road
(Chrfstiania), #310, Vail, Colorado.
Abatement Con�tractor: CES, Inc,, Eagle, Col�rado
Air Monitorina D��scriDtion;
Phase Con provided final clear�nce air
Hanson Ranch Ro,ad, (Christiania), #310
The work area was inspected prior to
mvnitoring, Air :�amples were situated
representative of �the entire work area.
Abatement Descrintion:
monitoring servlces at 356
in Vail, Colorado on this date,
beginning final clearance alr
inside the space so as to be
The abatement `ontractor removed asbestos containing wallboard
texture from select areas of the Interior of the unit. Other textured
wallboard areas which may contain asbestos remain in the interior of
the unit. SuSpec;t sheet vinyl flooring was also noted which is still
present in the interior of the unit and which is assumed to be
remaining undisturbed during the renovation work.
S�omments and Re�commend tions:
PCM analysls of the final cle��ance air samptes revealed airborne fiber
levels inside the c:ontainment area to be less than the Colorado State
Maxlmum Allowable Asbestos �eve( (MAAL) and the EPA clearance
level of 0.010 ffb�ers per cubic centlmeter of air; therefore, the area
may�b�ccupiEd under non-abatement conditlons.
�s A. Close
rado State Air Monitoring Specialist #2930
593 19 3/4 ltoad
�rand �unctlon, CO 81503
�ffiCe: 970-241-6480 FAX; 970-241-6584
04/26/2009 20:31 FAX 9702416584 PHASE_CON
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" ��1��=����;;,� � VIR�NMENTAL CONSULTANTS
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PCM LABORATORY ANALYSIS
oSHA Reference Method - NIOSIi 7400
� oo4loos
Client: J. Krueger and Company Sampfing Dare: 04/27/09
Edwards, Calorado 'Technician/Analyst: D, Close
Project: 356 Hanson Ranch Road, #�10 CQPHE Technician ID: 2930
Vail, Colorado PAT ID #: 101546
Abatement Contractor: CES, Inc., Eagle, Colorado
O�scription pf Work: Final Clearance Air Monitoring - Wallboard Texture
SAMPLE SAMPLE DESCRIPTION AIR VOLUME fibers/fields
ID
O1
�
�
�
�
�.
m
Final Clearance Sample; Northwest
Final Clearance Sample; Center Section
Final Clearance Sample; SW Sectlon
�inal Clearance Sample; East Section
Final Clearance Sample; SE Section
Blank
Blank
* Colorado State Clearance Level is 0.010 f/cc of air
Technician/Anal
f cc
655 L 5.0/100
655 L
655 L
655 L
655 L
593 19 3/4 Raad
Grand Junctlon, CO 81503
OfFice:970-241-6a80 Fax:9�p-2a1-6584
9.0/100
O.007 F/Cc
s.o/ioo
0.006 F/CC
8.0/100
0.006 FJCC
9, 5/100
0.007 f/CC
NONE
NONE
DETEG7ED
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********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***********************************************************+********************************
Statement Number: R090000256 Amount: $682.33 03/20/200910:00 AM
Payment Method: Check Init: JLE
Notation: 1436 J KRUEGER
AND CO
-----------------------------------------------------------------------------
Permit No: B09-0037 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: CHATEAU CHRISTIAN TOWNHOMES
Total Fees: $3,736.09
This Payment: $682.33 Total ALL Pmts: $682.33
Balance: $3,053.76
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 682.33
-----------------------------------------------------------------------------
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Boulder Environmental Management, Inc. ��;,�,�,, „���,� .. ,,� "
' CO 80302 ?
5 Deer Trail Road Boulder,
Phone: (303) 449-1175 Fax: 1(866) 699-4121
February 27, 2009
J. Krueger & Company
Mr. John Krueger
P.O. Box 630
Edwards, CO 81632
�f ,x ; xA �
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,, �` ���;:
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RE: Bulk sampling of suspected asbestos-containing materials
Christiana Lodge, Unit #310, 356 Hanson Ranch Rd., Vail, Colorado
Dear Mr. Kruger:
Attached is the report for the asbestos survey and bulk sampling of suspected asbestos-
containing building materials at Christiana Lodge, Unit #310, 356 Hanson Ranch Rd.,
Vail, Colorado.
This investigation was conducted on behalf of and for the exclusive use of J. Krueger &
Company (client), solely for use in a limited asbestos survey of the property. This report
and the findings herein shall not, in whole or in part, be disseminated or conveyed to any
other party, nor used by any other party, in whole or in part, without prior written consent
of Boulder Environmental Management.
The results of this survey are limited to materials that were assessable and foreseeable.
Additional materials may exist behind hard surfaces. Personnel knowledgeable of
asbestos containing materials should always oversee demolition activities. Demolition
work should be halted and sampling performed by a state of Colorado licensed building
inspector if additional materials, which are suspected of containing asbestos, are
encountered.
If you have any questions regarding the contents of this report, please do not hesitate to
contact us.
Sincerely,
/.;
Y j' r,� ��/,
� . �,
_____ f
Chris Ma'ron ------
Project Manager
*Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing*
*Health and Safety Training*
Boulder Environmental Management, Inc.
5 Deer Trail Road Boulder, CO 80302
Phone: (303) 449-1175 Fax: 1(866) 699-4121
BULK SAMPLING REPORT
Christiana Lodge, Unit #310, 356 Hanson Ranch Rd., Vail, Colorado
Introduction:
On February 26, 2009, Boulder Environmental Management, Inc.'s building inspector,
Mark Symmank, conducted bulk sampling of suspected asbestos-containing materials
under the direction of our client.
Sampling:
During the sampling process, suspect ACM was separated into three EPA categories.
These categories are thermal system insulation (TSI), surfacing ACM, and miscellaneous
ACM. TSI includes all materials used to prevent heat loss or gain or water condensation
on mechanical systems. Examples of TSI are pipe coverings, boiler insulation, duct
wrap, and mud packed fitting cement. Surfacing ACM includes all ACM that is sprayed,
trowelled, or otherwise applied to a surface. These applications are most commonly used
in fireproofing, decorative and acoustical applications. Miscellaneous materials include
a11 ACM not listed in the thermal system insulation or surfacing categories, such as
linoleum, vinyl asbestos flooring, and ceiling tile.
Boulder Environmental Management, Inc. followed EPA recommended sampling
guidelines for identification of asbestos in bulk matrices. A set of three (3), five (5), or
seven (7) samples were collected for each material type and analyzed by Polarized Light
Microscopy (PLM). Each sample set was systematically analyzed. Upon determination
that a sample in a set contained asbestos, analysis of the remaining samples in the set was
discontinued. If no asbestos was detected during the analyses, the suspect material was
determined to be negative for asbestos content.
*Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing*
*Health and Safety Training*
Boulder Environmental Management, Inc.
5 Deer Trail Road Boulder, CO 80302
Phone: (303) 449-ll75 Fax: 1(866) 699-4121
Results:
The following materials were analyzed and determined to be asbestos-containing utilizing
polarized light microscopy (PLM).
ASBESTOS-CONTAINING MATERIALS
MATERIAL SAMPLE LOCATION SAMPLE ID CONTENT
Floated dr all South bedroom closet wall 2-26-MS-OIA 3% Chr sotile
Joint compound on South bedroom closet wall 2-26-MS-0lA 3% Chrysotile
drywall
Discussion:
Sample analyses results are reported in percentages of asbestos and non-asbestos
components. The EPA defines any material that contains greater than one percent (1 %)
asbestos, utilizing PLM, as being an asbestos containing material. Materials that are
identified as "none detected" are specified as not containing asbestos.
Conclusion:
The following materials were determined to be asbestos containing:
• Floated drywall and joint compound throughout the condominium
The results of this survey pertain only to materials tested. The laboratory reports
supporting these findings above are attached.
Please contact Boulder Environmental Management, Inc. with any questions or concerns
regarding this report.
Sincerely,
��
�;��
�
Chris Maro�i
Proj ect Manager '
*Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing*
*Health and Safety Training*
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February 27, 2009 Laboratory Code: RES
Subcontract Number:
Laboratory Report:
Project Description:
Chris Maron
Boulder Environmental Management
5 Deer Trail Road
Boulder CO 80302
Dear Customer,
NA
RES 168937-1
None Given
356 Hanson Ranch Rd.,
Unit # 310, Vail
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene
and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab
Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM)
analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate
#480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both
Proficiency Testing and PAT programs respectively.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your
request. The analysis has been completed in general accordance with the appropriate methodology as
stated in the attached analysis table. The results have been submitted to your office.
RES 168937-1 is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study
with personnel other than those of the client. The results described in this report only apply to the samples
analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or
any agency of the U.S. Government. This report shall not be reproduced except in full, without written
approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer
storage is requested. If you have any questions about this report, please feel free to call 303-964-1986.
Sincerely,
�l
., _�
� .. _ -- � , .. .
_ .,, �- ��_ � _. �__
Jeanne Spencer Orr
President
,„..
� �r� "" , µ �..�,..:
L �
�` .:� ,. , '`p 3�.;....
�,
Analyst(s): � �� �. � � �
Paul D. LoScalzo Wenlong Liu
Paul F. Knappe Rich Wegrzyn
Michael Scales Adam Humphreys
Greg Behnfeldt Scott Klaus
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 1 of 2
1-866-RES I-E N V
www.reilab.com
RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Lab Code 101896-0
TDH Licensed Laboratory # 30-0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number:
Client:
Client Project Number / P.O.
Client Project Description:
Date Sampies Received:
Analysis Type:
Turnaround:
Date Analyzed:
RES 168937-1
Boulder Environmental Management
None Given
356 Hanson Ranch Rd., Unit # 310, Vail
February 26, 2009
PLM, Short Report
24 Hour
February 27, 2009
Page 2 of 2
Analyst: RSW
ient a L ' Asbestos Content ' on on-
Sample ID Number A Sub Asbestos Fibrous
Number Y Physical Part � Fibrous Components
E Description (%) Mine�ai 1 visuai omponents (%)
R ; Estimate (% (%�
2-26-MS-01A EM 389996 A White joint compound 10 Chrysotile 3 TR 97
B White tape 10 ND 95 5
C White texture w/ white paint 10 Chrysotile 3 TR 97
D Tan/white drywall 70 ND 10 90
2-26-MS-02A EM 389997 Not Analyzed
2-26-MS-03A EM 389998 Not Analyzed
2-26-MS-04A EM 389999 Not Analyzed
2-26-MS-05A EM 390000 Not Analyzed
ND=None Detec[ed
TR=Trace, <I % Visual Estimate -__
Trem-Act=Tremolite-Actinolite � ��
Note: Further analysis by TEM is recommended for organically bound material (i.e. floor tile)
ifPLM results are<1%. �ata QA
. Ir �W"r.',
1al�0 t,.AB �'��I°`Vt%%l"� �%%v,,/"Oi"%,%%eil L�I' I�7C.
March 18, 2009 Laboratory Code: RES
Subcontract Number: NA
Laboratory Report:
Project Description:
Chris Maron
Boulder Environmental Management
5 Deer Trail Road
Boulder CO 80302
Dear Customer,
RES 168937-1,2
None Given
356 Hanson Ranch Rd.,
Unit # 310, Vail
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene
and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab
Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM)
analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate
#480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both
Proficiency Testing and PAT programs respectively.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your
request. The analysis has been completed in general accordance with the appropriate methodology as
stated in the attached analysis table. The results have been submitted to your office.
RES 168937-1,2 is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study
with personnel other than those of the client. The results described in this report only apply to the samples
analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or
any agency of the U.S. Government. This report shall not be reproduced except in full, without written
approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer
storage is requested. If you have any questions about this report, please feel free to call 303-964-1986.
Sincerely,
. � , . �
_ _ _- ,-... �._,� . � ._.__
Jeanne Spencer Orr
President
�- � r-� �.
.. .... � �, 4
� � �-.�t , ` J.� �.c�'•'.,cj.�'.c'�'y' �°-y",•".
/�f181y5t(5�: ° (�'' ��
Paul D. LoScalzo Wenlong Liu
Paul F. Knappe Rich Wegrzyn
Michael Scales Adam Humphreys
Greg Behnfeldt Scott Klaus
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 1 of 2
1-866-R E S I-E NV
www.reilab.com
RESERVOIRS ENVIRONMENTAL, INC.
NVLAP Lab Code 101896-0
TDH Licensed Laboratory # 30-0136
TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Analyzed:
RES 168937-1,2
Boulder Environmental Management
None Given
356 Hanson Ranch Rd., Unit # 310, Vail
February 26, 2009
PLM, Short Report
24 Hour
February 27, 2009
Page 2 of 2
Analyst: RSW
ien a L As estos ontent on on-
Sample ID Number A Sub Asbestos Fibrous
Number Y Physical Part � Fibrous omponent
E Description (%� Mineral � v�suai omponents (%)
R ; Estimate (% %
2-26-MS-01A EM 389996 A White joint compound 10 Chrysotile 3 TR 97
Point Count 1.5
B White tape 10 ND 95 5
C White texture w/ white paint 10 Chrysotile 3 TR 97
Point Count 1.5
D Tan/white drywall 70 ND 10 90
2-26-MS-02A EM 389997 Not Analyzed
2-26-MS-03A EM 389998 Not Analyzed
2-26-MS-04A EM 389999 Not Analyzed
2-26-MS-05A EM 390000 Not Analyzed
ND=None Detected
TR=Trace, <1% Visual Estimate
Trem-Act=Tremol ite-A ctinol ite
Note: Further analysis by TIIvI is recommended for organically bound material (i.e. floor lile)
if PLM results aze<1 %.
r�}�% _-
t (I "
Data QA
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
OWNER
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT
Job Address: 356 HANSON RANCH RD VAIL
Location.....: LJNIT 310, CHRISTIANA
Parcel No...: 210108243005
Project No :
COLLINS, MAURA M. 07/09/2009
155 LONG NECK POINT
DARIEN
CT 06820
APPLICANT SUPERIOR ALARM AND ELECTRONI 07/09/2009
P.O. BOX 4910
EDWARDS
CO 81632-4910
License: 429-5
CONTRACTOR SUPERIOR ALARM AND ELECTRONI 07/09/2009
P.O. BOX 4910
EDWARDS
CO 81632-4910
License: 429-5
Permit #: A09-0051
�P4� soG - oo��
Status . . . : ISSUED
Applied . . : 07/09/2009
Issued . . . 07/16/2009
Expires . .: 01/12/2010
Phone: 970-926-8788
Phone: 970-926-8788
Desciption: INSTALL THREE INTERIOR SIRENS, THREE SMOKE DETECTORS AND
ONE CARBON MONOXIDE DETECTOR
Valuation: $898.50
*�r*****t*t*�*x*►********�*�*************�a*******�*+*******�+***�** FEE SUMMARY r*+***********�*********+******�*******************�****+►**
Electrical---------> $0 . 00 Total Calculated Fees--> $321 . 69
DRB Fee---------> $ 0. 0 o Additional Fees----------> $ 0. 0 0
Investigation----> $0.00 To[al Permit Fee--------> $321.69
W ill Call---------> $ 0. 0 0 Payments------------------> $ 3 21 . 6 9
TOTAL FEES--> $321.69 BALANCL DUF,--------> $0. 00
::**.r***rs***rr****�*ra*a**********+���a*s►*r**************:**►s***r**s*�►�►�*�*r►***�sr«r***s�r*�*�*r*r*s**r**�***+**�r*s*r�**a***rrr�**r*r*tr�
Approvals:
Item: 05600 FIRE DEPARTMENT
07/14/2009 mcgee Action: AP
*,�..*�,*�**..*.+*..*�...:,.........**..�*�*.,:�+.*.,.**��.***.*..*�*►..**.�.�.*.+*.�*.�*..+�*.«�*.***�.*.�**���►�.*.*,**�***.*.��«***�*�..*.�*.*.
CONDITIONS OF APPROVAL
Cond: 52
Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES
Standards
*�*��**��.**�«.***��*.*�*.*:*�****«��**�.*�***....****,.,:.***.«**,.*�**«****,.*��**,:.�«�*.�**��*��*«*��***�**.*,�,:.*...�**,.,**.,.....*..,.***.*.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
KEQUESTS FOR INSNECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM.
SIGY�IA�I'UI�6F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
******************************************�*************************************************
Statement Number: R090000857 Amount: $321.69 07/16/200902:30 PM
Payment Method: Check Init: SAB
Notation: 10498-SUPERIOR
ALARM
-----------------------------------------------------------------------------
Permit No: A09-0051 Type: ALARM PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: UNIT 310, CHRISTIANA
Total Fees: $321.69
This Payment: $321.69 Total ALL Pmts: $321.69
Balance: $0.00
****************************************************+**+************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 33.69
PF 00100003112300 PLAN CHECK FEES 288.00
-----------------------------------------------------------------------------
., . . . � "p�'ti, r w �. . �. .
.. � �", ` �� .
,.a�k $ ' , Development Review Coordinator
� ` ����� � �� � � 75 South Frontage Road
' ' ;�r Vail, CO 81657
� �� � � � � Phone: 970-479-2128
��.��� �, ,
r � `�� F8X:970-479-2172
� �' � �� � �-�ri� ,. d � ,
� �;�,� c � ^,�w�,�, ` .
�tr�����+��, ` �' °� ' �,•�"'w; Inspections: 970-479-2149
� w
�
_ . �h.wa� ",. , �.. ' r,1is�'�a� � ,,,t<tr. ,a ..m��.rv�.:�;��a+"r���.. '�""w3i�iW... -
FIRE ALARM PERMIT
Commercial & Residential Fire Alarm shop drawings are required at the time of
application submittal and must include information listed on the 2"d page of this
form. Application will not be accepted without this information.
Project/Street Address
�� -��� �� l�l l �� � �
Contractor Information: /� /�� �� � �'(,��/�''��
Company:�,,�i �� (���Ll/VY11 � " "` `�'�" '
CompanyAddress: ``� V
City: ��C� S State: � Zip: �`�' J�
Contact Name: (�.
Contact Ph: �`L � l) !� O Cell:
E-Mail � ��'�m � �rr'
Town f Vail Contractor Registration No: � S
X�
Con ractor Signature (required)
Property Information ,`
Parcel#:��1)( ���_`�VV�
Legal Description: Lot #: Block #:
Subdivision:
Project #: �/��� r w `�' �
Building Permit #: — _
Alarm Permit #: _�i � ' V 0 �'
Detailed Description of Work: �¢
3in� �_ �.
c� e
� i
(use additional sheet if necessary)
Value of Fire Alarm: $ � / � �� ,
(Labor & Materials)
Work Class:
New ( ) Addition ( ) Remodel (.� Retro-Fit ( )
Repair ( ) Other ( )
Work Type:
Interior (�f Exterior ( ) Both ( )
Building/Complex Name: Type of Building:
��� ��/�/� � Single-Family (� Duplex ( ) Multi-Family (�
Owner Name � M lX�l i�� Commercial O Restaurant O Other O
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or visit
www.eag lecouty. us/patie)
Does a Fire Alarm Exist? Yes ("S No ()
Does a Sprinkler System Exist? Yes (� ) No ()
�V�II r11�� U�t���2T
M�NT
Approved as Submitte�d p�-''
`�pProved as Noted O
�tb@.'�._. �� , ���-" %�_
D8�0: i -� '��
Date Received:
� �c����� �
TQW�! �i� `�<�IL
.
��c��ovi�—
� ___ , �
VAIL FIR@ :� � � �
� � -1
� � �� _��'}��� �`;�. � � FIRE DEPARTMENT
� ...._ _..
PRE=PLAN INFORMATION SHEET
,�`, . %f
BUILDING INFORM ION:
Building Name: i�� ���� � V� �� b
Street Address & Phone #: r1 a �- � ,+�,,�
Knox Box Location: - � � '� ' ��� ��u �
Alarm Panel Location: �'Y� �-� ° �-Y ��1"l �✓���1 �
Alarm Silence & Rest Codes:
RPS': Names 8� Phone Numbers (work 8� home)
Owner: �i�,WY�-. � _ �i�l� � 11 S
Property Manager: _�,( i1r�IQ�.n
Property Maintenance Manager: �a Yl �(,1'161,t3Y1 .
Alarm Service Company: ��-1(��(1612 ��t'1'h � ��G�1(61'l(tS
BUILDING UTILITIES:
Gas:
Main Location:
Other Locations:
Electric:
Main Location:
Sub-Panel Locations:
Water:
Main Valve Location:
Main Fire Valve Location:
Secondary Water Valve Locations:
�, SUf�ERIOR A�ARM
�' �t E�ECTRONICS INC.
_ ,
Security, Fire, Access Control and Custom AudioNideo
July 7, 2009
Town of Vail Fue-��e#eE ' istrict
Mike V & Mike M
75 S Frontage Road
Vail, CO 81658
�.� .._ .., .f . � ...,_.__
� L� �= � �' '��l I�
'D
u
TQV�Irt� � � ��;�,� 9 La
Re: Chateau Christiania Town homes 356 Hanson Ranch Road Unit 310, Vail CO
81657
Dear Mike:
Please find included a permit for monitored fire system device additions to the above
address. These additions are being requested for the remodel of the residence.
Devices to be installed include:
Three (3) Interior Sirens SYS MHW
One (1) BRK- C0410 B Local Carbon Monoxide
Three (3) Smoke detectors
The existing residence has a code-compliant local smoke detection system in place.
These added devices would compliment the existing system. Please contact me with
any questions regarding this permit. We appreciate your attention to this matter.
Sincerely,
�
Clive Reeman
Superior Alarm & Electronics Inc.
Post Office Box 4910 ■ Edwards, Colorado 81632 ■ Phone (970) 926-8788 ■ Fax (970) 926-8790
superioralarmco.com ■ admin@superioralarmco.com
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� FIRE DEPARTMENT PROCESS
FOR COMMERICAL & RESIDENTIAL FIRE ALARM SYSTEMS
Commercial and Residential Fire Alarm shop drawing requirements at time
of submittal must include the following:
✓
✓
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/
✓
l
�
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/
A Colorado Registered Engineer's stamp
Device locations on reflected ceiling plans
Reflected Ceiling Plans (RCP)
Typical device wiring diagrams.
Battery calculations.
A list of specific device model numbers
Equipment cut sheets of each type of device
The number of each type of device
Information indicating the specific zones
Circuit diagrams
Point to point wiring diagram
Wiring type, size and number of conductors
The source of AC power circuits -- ��N��...,C �
Fire alarm panel locations - Ext��-� ,3 v
/ Knox Box location -- E x•S-v� ->-�
/ Information indicating monitoring method and
� monitoring agency
Information regarding property managers and contact
/ numbers
Owner's primary residence location and contact
� numbers
Instructions for fire alarm system operations and any
pertinent code numbers for proper operations
This check list has been provided to ensure that our review process may
be handled in a timely manner.
I have read and understand the above listed submittal requirements:
Project/Street Addres
Contractor Signature:
Date Signed: _�
� 310
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FIRE DEPARTMENT GUIDELINES
FOR PREVENTING NON-EMERGENCY FIRE ALARMS
In order to prevent a non-emergency response from the Vail Fire Department
Suppression crews to the construction location you may be working on, we ask
that you perform the following tasks:
�
✓
✓
�
✓
Determine what kind of fire alarm system exists within the
structure you are working in with the owner or the manager
of the property involved or by contacting the Vail Fire
Department.
Determine with the owner or manager of the property, which
alarm company services the system for them.
Become familiar with the different components that are
associated with the fire alarm system and how they operate
before the DEMO begins.
Never paint a smoke detector, thermal detector, or any other
component of the fire alarm system, and never paint a
sprinkler head.
For larger projects, please contact the Vail Fire Department
so that we can work with you in determining what needs to
be done to alter or "Zone Out" specific areas of the alarm
system for the structure.
Please contact the Vail Fire Department at 479-2252.
I have read and understand the above guidelines.
Project/Street Address: �'' �'"'� ���� �(%�-� � V
Contractor Signature:
Date Signed: l���Q�
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INSTALLATION AND MAINTENANCE
SPECT � rt
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MHR and MHW Mini
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3�25 Ohio Avem�e, St. Charles, Illii�ois 60174 y.�
800/736-7672, FAX: 630/377-6495
www.systemsensor.com
$�CIfICAt101IS --- :.�_.,._---_,.�.... _._...
General Specifications
Standard Operating Teinperature: 32°f� to 120°F (0°C to 49°C)
Humidity Range: 10 to 93% non-condensing
Nominal Voltage: Regulateci 12DC;/FWR or regulated 24DC/FWR
Operating Voitage R�nge: 8-33
Oper'ating Valtage with MDL: 9-33
Saunder Frequency: 3kHz (nc�minal)
Mechayucal Specifications
Input terminal wire gauge: 12 to 18 AWG
I-Iorn dimensions: 4.6""L x 2.9'"W x.4i"D (1 L 7 mrn L K 74 mm W x l i.5 mrri D)
General Descri,piion
The SpectrAlert Advance MF� Series mini-tlorns are avail-
able in red or white. They� feature 12 or 24 volt operation,
high and low volume settings, and temporal or continu-
oiis �tones. These small footprint horns can be mounted to
single gang back bo�es for aesthetica115� sensitive applica-
tions. If required, the MDL module can be used to provide
s5mchroniz.ation.
Whei� calculating the volt�ge available ta the last device,
it is necessary to consider the voltage drop due to the re-
sistarice af the wire. The thicker the wire, the sm�Iler the
voltage drop. Wire resistance tables �;an be obtained froiY�
electrical hazidbooks. Note that if Class A wiring is instailed,
the wire lengtri may be up to twice as long as it would be
for circuits that are noi fault tolerant.
NOTICE: This manual shall be left with the owner/user of Wiring
this ec�uipment.
Fire Alarm System Gonsiderations
The Natio��al Fire Alarm Code, NFPA 72, requires tha�t all
horns, used for building evaci.iation installFd after .Iuly 1,
1996, produce temporai coded signals. Signals other than
those used for evacuation purpases do not have to produce
the temporal coded signal.
Power Supply Considerations
P3nels typically supply DC filtered voltage or FWfi (full
wave rectified} voltage. The system design �ngineer must
calculate the mimber of units used on a loop based on the
type of panel sup�ly. Be certain the suzn of all the device
currents does not exceed the current capability of the panel.
Calculations are based on nsing the device cttrrent foun�
in the subsequent charts and ini.tsi be compatible with the
current specified for the panel or power supply used.
Loop Design and Wiring
The system designer must make sure that the total current
�irawn by the devices ou the loop does not exceed the cur-
rent capability of the panel supply, and that the last device
on the circuit is operated within its rated valtage. The cur-
rent draw information for making these calculations can
be found in the tables within this m�nual. For convenience
and acci�racy, use the valtage drop calculator on the Sys-
tem Sensor website (www.systei7�.sFnsor.com) or CD-ROM.
DG90-07-00
1
Figure 1. Non-Synchronized devices; any combination
of models powered by a 2-wire circuit
(+� Horn HorNstrobe Strobe Only
t+> c+) t+)
Two Wire System
� Any Mix of Motlels
� Wired for Tandem
operation
�-) (-) (-) (-)
Figure 2. Synchroniz�d devices; any combination of
models powered by a 2-wire cirauit
� (+� Horn Horn/strobe StrobeOnly
(+) l+) �+�
Two Wire System
0 0 Any Miz of Models
� � Wired for Tandem
Operatlon
c-> �-� �-� c-�
SynChronizalioo Module A�� � i��i
NOTE: For fi.irther information on synehronization see
MDL, panel, or power supply installation manual.
NOTE: For 24 volt applications, the total number of horns
on a single (�AC must nat exceeci 85 with a iT.iaxitnum loop
resistance of 120 ohms. For 12 volt applications, the total
number af horns must not exceed 85 with a maximum loop
resistance of 120 ohms.
I56-2958-OOOK
Sounder Selection
Sounder setting selecTion is accompiished by usil�g the ro-
tary switch on the b�ck (see Figure 3). The sound nieasure-
ments for the various settings <�re shown in Table lA. The
current draw for the various settings is shown in Table 1B.
Table lA.
SOUNDER OUTPUT(dBA)REVERBERAN7
SWITCH pAT7ERN OUTPUT 8 8 12 12 16-33 16-33
SETTWG LEVEL VDC VFWR UDC VFWR V6C VFWR
1 TEMPORAL HIGH 68 67 71 70 78 76
2 TEMPORAL LOW 66 65 69 68 76 75
3 NON- HIGH 72 77 75 7h 80 79
TENIPORAL.
4 NON- LOW 70 69 73 72 78 77
TEMPORAL
Table 1B.
SOUNDER CURRENT DRAW (mA RMS)
SWITCH SOUND &17.5 VOLYS 16-33 VOLTS
POSITION PATTERN VOLUME
DC FWR DC FWR
1 TFMPORAL HIGH 12 10 17 .15
2 TEMPORAL LOW 10 9 i4 13
3 NON-TEMPtlRAL HIGH 22 17 29 2g
4 NON-TEMPORAL LOW 17 13 21 1g
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Mounting
1. The MH Mini-f��orn is intended for mounting to a stan-
dard 2r/z' d�:ep single gaiig box or a standard 4 x 4
box, �uith single gang mud ring, which allaws sufficient
clearance fcrr c��nduit entrance.
2. The MH Mini-Harn is coi.npatibl� with 1�C line supervi-
sion. The hori� is polarized ana 17as terminals marked
witlz polarity. App15r posi.tivF supply voltage to the (+)
termuial and negative to fhe (--} terzi�u�.aL (See Figure 3)
3. Moiu1T the horn. to the electrical �utlet box using the
two mounting screws stzppliet:l.
Pigure 3.
FROM
CONTROL
PANEL OR
PREVIOUS
DEVICE
TO EOL
OR
NEXT
DEVICE
NOTE: SHOWN WITH CONTROL PANEL IN ALARM. PANEL POLARITY
REVERSED W SUPERVISORY CONDITION. AojSy-oo
Please refer to insert for the Limitatians of Fire Alarm Systems
AWARNING
The Limitations of Horns
The horn will not work wifliout power. 'I'he horn ge[s its power from leeper nr oi�e who l�as recently used �,9rugs or has been drinking aJcol�olic bever-
Ihe fire/security panel monitoring the alarm system. If power is cuC of[ Yor if,er. The horn niay not be htaid if it is E�Iaccd on a differer.t floor from tl�e person
any reason, Ihe horn will not provide the desired atidio oi� visual warning. in hazard or If placed ioo fnr away tq be lieai7.1 over the antbient noise such as traffic,
7'he horn inay not be heard. 'I'he loudi�ess ot the horn meets (or exi eeds) current air conditioners, machine*y or nuisic appliances tV�at may prevent alert persons from
LJnderwriters l.aboratories' standar�is. However, tlie horn Anay not alert a sound hearing the ;iiarm. The horn may not be heard by persons wlio are hearinb impairei9.
Three•Year LimitetD Warranty
System Sensor warrants its enclosed prociuct to be iree F;on< <lefects in ma- Uepartment, RA r+_______, 3H25 Ohio Acenue, St. Charlo:s, IL 60174. Ylease
[eriais and workmanship under normal use and servir,e for a period of three include a note describing the malfunetion and suspected cause oi iai(nre.
years from date of manufaGUre. System Sensor malces no otl�er express war 'Che Company si�all not be obligated to repface units which are found to be
ra�ty for tlais product. N« agent, representative, dealt�, or emplogee of tl7e defective beain�e ef damage, unreasoiiable use, modifications, or alterations
Company has the authority to incre�se or alter the obligations or limitations orcurring after the date of manufacture. In no case shall che Company be
of [his Wananty. The Company's obligation uf this Warran[y sl�all be limited ]iable ror any consequential or inciden[al damages ior breach of this or any
to thEr replacement of any part of the product which is Yound to ue defective otl�er A�'arranty, expressed or implied Zahatsoever, even ii the ioss or damage
in matecials or �nrorkmanship uncler normal �ise and service diu�ing the three is caused b9 die Company's negligence �r fuult. Some states do not al)oGV the
year period commencing with Ihe date of manufachire. After phoning 9ystem e�clusio❑ or limitation of [n��idental or cu�seUuential damages, so [he above
Sensor's toll free number 800-SENSOR2 (i36-767?) for a Return Authorization limitation or exdusion may not apply to you. 'I'his Wan��ntygives you specific
iittmber, send defeetive anits postage prepaid to: System Sensor, Rettu��is ]egal rigl�ts, and you inay also have other rlghls whieh vary from state to s[ate.
FCC Statement
SpectrAler[ Strol�es and Horn/Strobes have been tested and [nund to contply witb the
limits for a Class F� digit�l device, puisttant to ��art 15 �f U�e FCC Rules. 'Ihese limits
are daesigried to prc�vide reaso��ble protection against harniful inteifierence when the
equipment is operated in a commeri•ial envirnnmer�t. Tliis eqiiipment generates, us�s,
and can radi:ite ridio 5�equency energy a,nd, ir not installed and used ir� acco�da��ce
witl� the inshvction ruannal, �ri 3y cause harmfiil interference to radio comn�w�ications.
Operation uf tl�is eyaipmentin a residential area is likelv [o cause harrnful interference
in which case the tiser will he required tu c��rrect !he interference at tiis own exuense.
D690-07-00
7 i56-2958-0OOR
m2006 System Set�isor
Photoelectric Smoke Alarm
120 VAC and 220 VAC with 9 VDC Battery Back-Up
Single Station Smoke Alarm
Applications ;��� ;� � ��_��� j�
The 9000/9003 Series of photoelectric smoke alarms is designe �
residential applications and commercia/residential, including ho
apartments, hospitals, hotels and motels, in compliance with UL j
applicable IBC/IFC Standards and NFPA 72. �
Available in many different models, the 9120/9123 Series is engi�� `
neered to virtually eliminate nuisance alarms and deliver outstanding
performance wherever reliable fire protection is required. The
9000/9003 Series is provided with a 9 VDC alkaline battery for back-
up in the event building power is lost. The battery impedance is
verified and the detector provides a low or missing battery warning.
The Gentex 9000/9003 Series provides an exclusive patented three
position test feature that simulates a 0.85% and 3.5% actual smoke
condition in full compliance with NFPA 72 and UL Standards.
Options include self-restoring 135°F integral or isolated heat
thermals and Form A/Form C dry contacts for remote annunciation.
Tandem interconnection of up to 12 units is available on several
models; tandem interconnection of up to 6 units is available on "F"
models, which activate the dry contacts from a remote alarm
through the tandem wire or a local alarm.
The 9003 Series provides the temporal 3 evacuation tone as a
standard feature. When testing the 9123 Series it may take up to 16
seconds longer to go in or out of alarm.
9000/9003
. � �r �7r. ��
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Standard Features
• Available in 120VAC and 220VAC with 9VDC Battery Back-Up
• Horn Frequency 3100 Hz (Nominal)
• Nominal 2.5% Sensitivity
• Patented Three Position Test Switch
• On-Site Maintenance Washing Program
• Relays Operate on Battery Back-Up
• Quick-Disconnect Wiring Harness
• 90dBA Solid-State Piezo Horn
• Temporal 3 Evacuation Sounding Device (9123 Series)
• 5-to-1 Signal-to-Noise Ratio
• Pulsing LED Sensing Chamber
• Fully Insect Screened
• Red LED pulses every 30 seconds, green LED for AC power on
• Mounting Hardware Adapts to Standard Junction Boxes
• Dust Cover to Prevent Contamination During Installation
• Low or Missing Battery Indicator
.
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Product Listings
.
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_�._,y This syn�l on tm pror,ucYS nnrnFlpl;�to r.�axns it �s
4istetl ty UNOERWqITEF5 LABORATOPIES. MC.
• BFP (City of Chicago)
• BS+A/MEA #285-91-E
• MSFM Listing #1929
• CSFM #7257-569:117
• UL 1730 and UL 217 Listed
• CAN/ULC 552-02/553-02 (9000 Series only)
Product Compliance
• NFPA 72
• BC/IFC
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MEMBER n,sFMn� Fn iti
n iF usn
9000 (9120/9220) Series - Solid State Piezo Sounder
� � � - �• . • - • - � . • . - � • - •' • �� • � �
• - � - ' 1 � : • • • � • • • • , 3 . '
• - • - . :. •
• 1 • 111 11 1�' �_-�_-�
• 1 - • 111 11 ����_�__�
• 1' • I/ I C 11 ���_��__�
• � • 1 I 1� I 1 1�' �___���
• 1' • /11• 11 �.���__���
�����_�_���
• 1 • . 11 • 11 1 � ` �__�__�
• 1 • 11 1/ 1�' ��_�_-�
�1� • 11 : I I f!j!ZIv' • �_��__�
�
���� 11 • � 1 � � ����__���
1 II�C 11 ��' •
• � - �jr►a�z�x��a�I�y.a��.' • 0�0�000
9003 (9123/9223) Series - Temporal 3 Piezo Sounder
� � � - �• . • - • - � . • . - � • - �' • �� • 1 �
� - • - ' 1 � : � • • • �
' - • - . :. �
�� � 11 1/ I �' ���--�__�
��� I I C 1/ �F�1]% • ��_�__�
�
�� � ... 1 1 � I I �I � � • �_��_-�
� • 11 11 1 �' �___���I
��•.j��1I1j�'d1I1y��•���-_���
•� • I 1 . 11 1 � � • �_�_���
�• 1 1 C 11� 1�•• �_-�__�
■��'.]� • 1 1 C 1/ 1�' ���_�__�
: ��� • -- 11 C � � I � � � �_��__�
■� 11 � 1 II��___���
• ► �i ►IaiZ�k r3�diIiY� � •• Q�-_���
'���E�ifaiZik�:�i7iY� � � � 0-0_000
NOTES:
Series available in round configuration only.
9000/9003 Series Wirina Diaarams
Tandem Wiring Diagram o���K
DISCONNECT
� � � �, � � � � � TYPE PLUG
� 1
� 120 VOLTS B�X TRICAL � �
so Hz SMOKE
I --1 �
�� � ALARM
2
I ,D �
3
� = Z �
� o � � I
� � �_ � � � � _ .!
�
r-- —m----,
ELECTRICAL �
� eOx
� � SMOKE
� � ALARM
z
I �
I 3
I �
` � _ _ _ _ ._. _ J
i� � � � � � � ,
ELECTRICAI �
� BOX
� � SMOKE
A�ARM
I � z
� 3
I �
I
— — — — — — �
RED / YEL TO ADDITIONAL
SMOKE OR HEAT
WHT ALARMS
BLK (MAX 12 ALARMS
PER SYSTEM)
Relay Models
SMOKE
ALARM
ACCESS �
CONTACTS
�
ALARM
CONTACTS_�
_�
TANDEM Q—
0—
POWER �—
Models
9120/9123 F
9120/9123TF
9230/9223F
9220/9223TF
YEL
ORN
BLU
VIO
VIO/BLK
RED/YEL
BLK
W HT
CAUTION:
RED/YELLOW wire to be capped
when not in use. This wire is for
tandem connection only. Do not
connect to any other circuit.
LIMITATIONS:
Maximum of 12 alarms
(9120/9123, 9120/9123T,
9120/9123H, 9220/9223,
9220/9223T, 9220/9223H)
may be connected togeth-
er. Do not exceed 125
feet between each detec-
tor. Do not exceed 1125
feet between the first and
last alarm. NOTE: Gentex
smoke alarms can not be
interconnected to detec-
tors from other manufac-
turers.
A MAXIMUM OF SIX (6)
ALARMS WITH A RELAY
MAY BE TANDEM INTER-
CONNECTE0. (9120/9123F,
9120/9123TF, 9120/9123HF,
9220/9223F, 9220/9223TF,
922Q/9223HF)
Isolated thermal with optional
accessory contacts.
SMOKE
ALARM
HEAT
SENSOR –r
�
I
� ACCESS
J � CONTACTS
o � -�-
LL
_ � ALARM
� CONTACT�
I –�
TANDEM O—'
POWER
RELAY CONTACTS
RATED LOAD RESISTIVE
1.0 AMP Q 24 VDC
0.6AMP @ 125 VAC MAX
0.3 AMP C�? 220 VAC MAX
I
I
I
I
1
1
I
I
ions
Operating Voltage (9120/9123) . . . . . . . . . . . . . . . . . . . .
Operating Voltage (9220/9223) . . . . . . . . . . . . . . . . . . . .
Operating Current . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Operating Current (Relay Options) . . . . . . . . . . . . . . . . .
Operating Ambient Temp Range . . . . . . . . . . . . . . . . . . .
Alarm Horn Rating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Nominal Sensitivity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
"F" Auxiliary Relay . . . . . . . . . . . . . . . . . . .
"T" Integral Thermal (Self-Restoring) . . . . . . . . . . . . . . .
"H" isolated Thermal Form A (Self-Restoring) . . . . . . . . .
Size.........................................
Secondary PowerSource .......................
120 VAC, 60Hz
220 VAC, 50Hz
.045 amps
.070 amps
40°F to 100°F
90dBA at 10 ft.
2.5% Obscuration
1 Form A& 1 Form C(0.6 amp)
135°F at 50 ft.
135°F at 50 ft.
Diameter: 6.5 in. OA (5.75 in. at Ceiling)
Depth: 2.625 in.
Alkaline 9 VDC Battery
Architect & En ineering Specifications
The Photoelectric �moke alarm shall be a Gentex Model 9120/9123/9220/9223 or approved equal which shall provide at least the
following features and functions.
1. Nominal sensitivity shall be 2.5%.
2. The alarm shall utilize an infrared LED sensing circuit which pulses in 4 to 5 second intervals when subjected to smoke. After 2
consecutive pulses in smoke, the alarm will activate.
3. The alarm shall have a 9 VDC alkaline battery as a back-up in the event building power is lost.
4. The 9 VDC battery impedance shall be verified by the circuit of the smoke alarm.
5. The alarm shall provide an indicator when the battery is low in power or high impedance or is missing.
6. The alarm shall provide minimum 5-to-1 signal-to-noise ratio in the optics frame to assure stability of operation in environments
of high RF and transient conditions.
7. The sensing chamber shall be fully screened to prevent entrance of small insects, thus reducing the probability of false alarms.
8. A solid state piezo alarm rated at 90dBA at 10ft.
9. A visuai LED monitor (condition indicator) will slow pulse in normal operation and rapid puise in alarm.
10.An easily accessible test knob shall be provided. The test knob in the TEST position will simulate an actual smoke condition of
approximately 3.5% causing the detector to alarm within 20-36 seconds. It will also have the capability of testing to 0.85% as a
required minimum. A magnetic switch closure or other switch closure, or smoke generating equipment which does not scatter
the light beam or test sensitivity is not sufficient, as indicated in National Code.
11.The detector shall have tandem interconnect capability of up to 12 units or 6 units with relay.
12.The alarm shail have tandem interconnection capabilites of 12 units on 9120/9120T/9120H/9123/9123T/9123H/9220/
922T/9220H/9223/9223T/9223H and shall have tandem interconnection capabilites of 6 units on 9120F/9120TF/9120HF/
9123F/9123TF/9123H F/9220F/9220TF/9220H F/9223F/9223TF/9223H F.
13.The manufacturer shall provide other compatible alarm models with the following optional features: a) 135°F isolated thermal
with normaily opened contact for remote connection to local alarm or annunciator; b) 135°F integral thermal; c) auxiliary Form
A/Form C relay contacts for initiating remote functions and annunciation; d) relay option that is capable of activation by tandem
interconnect wire. Thermal sensor shall be self-restoring.
14.Unit must be UL 217 listed for both wali and ceiling mount.
15.Unit shall be listed by Underwriters Laboratories, California State Fire Marshal (CSFM) and the Bureau of Standards and
Appeals (NYC).
All equipment shall be completely factory assembled, wired and tested, and the contractor shall be prepared to submit a certified
letter testifying to this condition. Alarms which do not meet all of the requirements of this specification will not be considered.
GENTEX
CORPORATION
Fire Protection Products: www.gentex.com
10985 Chicago Drive Box 310 • Zeeland, Michigan 49464
616.392.7195 • 1.800.436.8391 • 616.392.4219 Fax
Ce�tea corporatlon ieserves tl�e rlgM to make dianges to th= �irod ct �ata>heets a t� e=r discreti�n.
24 units per carton
34 pounds per carton
Imporlant Notice:
These materials have been prepared by Gantez Corporation ("Gentex") lor inbrmational purposes 551-0040-01
only, are necessarily summary, antl are not purportetl to serve 2s legal ativice and shauld not be used
as such. Gentex makes no representations and warranties, express or impl�ied, that these materials
ara complete antl accurale, up-to�date, or in compliance with all relevant local, state and federal laws,
regulations antl rules. The mBterials tlo not atltlrBSS all legal considerTtions as iherB is Inevitable
uncertalnry regartling inlerprelation ol laws. regulations and mles and the application of such laws,
regula�ions and rules to particular fact pattems. Each person's activities can tlliferenity afiect the
obligations Iha� exis� under applicable laws, regulations or rules. Therefore, Ihese matenals should be
used only for informational purposes and shoultl nol be used as a substitute tor seeking pmtessional
legal advice. Genlex will not be responsible for any action or fallure b act �in reliance u0on ihe
Infarmation containetl in this material.
(> r,�mtea or� liceyc..d �aper
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 8
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ASBESTOS Permit #: ASB09-0003
Job Address: 356 HANSON RANCH RD VAIL Status ...: ISSUED
Location.......: iJNIT 310, CHATEAU CHRISTIAN TOWNHOMES Applied ..: 04/17/2009
Parcel No....: 210108243005 Issued ...: 04/24/2009
Legal Description: Expires . . .: 10/21/2009
Pro ect No . : ?? '���
.1 ��,-°�� �l.v....�
• +�C ]�I�I�i 7
APPLICANT
[K�l�YY:i_�y�i�;�
COLLINS, MAURA M.
155 LONG NECK POINT
DARIEN
CT 06820
PROFESSIONAL ENVIRONMENTAL
19537 40TH STREET
DENVER
CO 80249
License: 767-5
PROFESSIONAL ENVIRONMENTAL
19537 40TH STREET
DENVER
CO 80249
License: 767-5
04/17/2009
S 04/17/2009 Phone: 303-356-9598
S 04/17/2009 Phone: 303-356-9598
Desciption:
ASBESTOS ABATEMENT: REMOVE 1000 SQ FT OF DRYWALL TEXTURE
Occupancy:
Type Construction:
Type Occupancy:
Valuation
��
$11,800.00
Add Sq Ft: 0
Fireplace Information Restricted: # of Gas Appliances: 0 # of Gas Logs: 0
# of Wood Pellet: 0
�s*►***+***�►*►***�****+*++s+***�**�:+rx*****►►*��►*r*�+�**a*�a*+*�** FEE SUMMARY ***s*��**»r*+*****s******ss******+*s***�+*«*+►►**�r�►s:�«r
Building------> $58 . 00 Total Calcula[ed Fees--> $116. 00
Plan Check---> $58.0o Additional Fees----------> $o. o0
Inves[igation-> $0 . 00 To[al Permit Fee---------> $116. 00
Payments-------------------> $116 . 0 0
TOTAL FEES-------------> $116. 00 BALANCE DUE---------> $0. 00
*�:****x************..*..*:*....�.:«+r*r*r****+**�.#►►.****«.*►***�*�.*�***s*.�+�+.*�.****+**■.�*�r**�:r+.*..�****+�.�*...*►*+*+�.�+*�■�:+�.++•
Approvals:
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
04/20/2009 drhoades Action: AP Add fire
extinguisher to area outside of work area. You already
show one inside the work area.
�.«****�...��.��.�..*�*..**�*�.,:.��**.�.*,:*�,***..*..*�,.*�+*�,***,*****.*���***.�**�**���*���*�.�*,*,.:��*.*�.....*.,,*+.,,*�,*.+**.���..�.,
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure accarding to the towns zoning and subdivision codes, design review
approved, International Building and Residentail Codes and other ordinances of the Town applicable thereta
REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT
970-479-2252. , �1
SIGNATURE OF OWNER OR CONTRA�'OR FOR HIMSELF AND OWNEF
PAGE 2
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit #: ASB09-0003 as of 04-24-2009 Status: ISSUED
********************************************************************************************************
Permit Type: ASBESTOS
Applicant: PROFESSIONAL ENVIRONMENTAL SERVICES, LLC
Issued: 04/24/2009
303-356-9598
Job Address: 356 HANSON RANCH RD VAIL
Location: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Parcel No: 210108243005
Description:
ASBESTOS ABATEMENT: REMOVE 1000 SQ FT OF DRYWALL TEXTURE
Conditions:
Cond: 38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK
OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Applied: 04/17/2009
To Expire: 10/21/2009
APPLICATION WILL NOT BE ACCEPTED IF INCOMPPE�T' OR� NSIGNE � _�w�
w�v
' Buiiding Permit #:
Asbestos Permit #: 3
d
?�OZVN �F YAII,
75 S. Frontage Rd.
Vail, Colorado 81657
�' �(�•
� \\��� �-
��
�
TOWN OF VAIL ASBESTOS ABATEMENT PERMIT APPLICATION
Required per Ordinance No. 19, Series of 1998
Permit application will not be accepted without the following:
1. Copies of General Abatement Certificate and State of Colorado Certification
2. A copy of written arrangements with the facility operators for any temporary disabling of the
air handling systems, fire sprinkler system, and alarm systems with the names and contact
phone numbers of these individuals.
3. Site plan with details addressing: waste container storage location. waste load out area
location. entry and exiting details of abatement area. details of entry and exiting plans for the
occupants of the structure in unaffected areas.
CONTRACTOR INFORMATION .
COMPLETE VALUATION FOR ASBESTOS ABATEMENT PERMIY (Labor & Materials)
Asbestos Abatement: $ j� �a o, a-�
**�**********�*�*�**�*�*�****�**�****�*POR OFFICE USE ONLY**���** *�������* * �*
,Othei°�Fees �,� � ���� �3 �..:�� . `� �;._ ��:�.:z � aaE�RereivecE: D
pubuc wa ,�permit Fee: �� �'� �Acce ted g.� � APR 1'� 2009
.A"ccursanr_�r'C�rr�uir��� �..�x�_ � ���.� �
� ��, u�r�
F:\cdev\FORMS\PERMITS\Fire\asbestos��5-05.DOC �� Page 1 of 1 Tv�� ��.
********************++*********************************+********************�***************
TOWN OF VAIL, COLORADO Statement
*******************************************++++*******************************+***********+*
Statement Number: R090000356 Amount: $116.00 04/24/200904:19 PM
Payment Method: Check Init: SAB
Notation: 4604 CEMARK
INC
-----------------------------------------------------------------------------
Permit No: ASB09-0003 Type: ASBESTOS
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RP.NCH RD VAIL
Location: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Total Fees: $116.00
This Payment: $116.00 Total ALL Pmts: $116.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
Description Current Pmts
------------------------------ ------------
BUILDING PERMIT FEES 58.00
PLAN CHECK FEES 58.00
-----------------------------------------------------------------------------
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
10WNOFVAII, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p.970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E09-0065
�I1i'il�
Job Address: 356 HANSON RANCH RD VAIL
Location.....: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Parcel No...: 210108243005
OWNER COLLINS, MAURA M
155 LONG NECK POINT
DARIEN
CT 06820
APPLICANT D.P. ELECTRIC
P.O. BOX 711
EDWARDS
CO 81632
License: 119-E
CONTRACTOR D.P. ELECTRIC
P.O. BOX 711
EDWARDS
CO 81632
License: 119-E
05/26/2009
05/26/2009 Phone:970-926-4140
05/26/2009 Phone:970-926-4140
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires . .:
PRJ09-0067
ISSUED
05/26/2009
05/26/2009
11 /22/2009
Desciption: WIRING AND LIGHTING FOR INTERIOR REMODEL
Valuation: $4,500.00 Square feet: 900
..«.*.«*,,..,.,,,.,,.,,,,*...�,...*****«*.,.,**„*.,.,.**.<.,,..,*.,....*...*.* FEE SUMMARY „*,<..�.,�*..*.*«*.,,«*«„*.*.,.�.*.,,�.,,,.,,,«.,,.,.«„<„<.,,..,.«..,.,.,...,,.....
Electrical Permit Fee---------> $51.75 Total Calculated Fees--> $55.75
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $55.75
Total Calculated Fees-------> $55.75 Payments-----------------> $55.75
BALANCE DUE----------> $0.00
.**�***«�«*«*.,,.,*.,«.*,..,,,.,,.,.�...,*.«,,.,*«*««**„«**.,*.,.*.,,*�.,.,,,,..«�.�.,,.�.***..,,...«*«„*.,*..,.*��„�.�.��„*„«**««*«**„*,,,.«***�*,.,*.*.,,,,,.,,�..,.,....,.*......,*..,,,,.,
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
05/26/2009 JLE Action: AP
,.���.««,.«;.�««�«�«**««**«***,.*�.«x,.,.,..,..,..,..�.�«��«*«.**«*,,.«*.,***..,:,.*.,*«*„*«**.*,..,.,....,,.,.�*«*«�*«***..,*�*�..,....,.,...,.«..,,*�.��«�«�««�«*.,.,,,..«.,«*..*.�*«.*......,.,.
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
,,.,,..«,,...,...,,.,�,..,�„�.,��..,,�.,,*«*,,.*.*„*.,,.,., ..................*.*«**,..«„«*.«*„«**„*.**„*.«.....�.,,«*,.«.,,*,.,.�*,.*��...,,,,.�.,....,,�„*.«.«*««*«***«..,,*„*..,.,.<,,...,.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that
all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and
Residential Codes and other ordinances of the Town applicable thereto.
REQ�E�TS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFF E ROM 8:00 Al�oa-.� PM,
Signature
Print Name
elec_prm_041908
or Contractor
� �� �.-r'/l'i j�
Date
**+*************************************+****************+*+*****�**************************
TOWN OF VAIL, COLORADO Statement
****************+******************+*+************************************+*****************
Statement Number: R090000554 Amount: $55.75 05/26/200901:36 PM
Payment Method: Check Init: JLE
Notation: 25349 DAVE
PETERSON
Permit No: E09-0065 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Total Fees: $55.75
This Payment: $55.75 Total ALL Pmts: $55.75
Balance: $0.00
*******************************************************�************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 51.75
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
Project Address
�v�% �ansen
Contractor Information
ELECTRICAL PERMIT APPLICATION
�.��� � � � � �
;': Company: ��J-�i� EI��PSo� EL�"CT/2.T� �'Cr
". Company Address: �0 /J�
', City: L �1�rl��. �s State: L(i Zip: �� b�°2
'! Contact Name: �j�/% F
Contact Ph: �7���%��-���/D Cell: /aT ��C�9
�— �
0 /
'. E-Mail:(��csL�,hCfr�.�'dA�'/�L�ii�//1C . ��-'",�t
`, Town ofiVai Contractor Re istration No: �� /—�
X �
'' Contractor Signature (required)
Property Information
�1/� �--
Parcel #: !�t � � ^ Ci �� ^ `{�'� — (7�
�
Legal Description: Lot # Blk #
Subdivision: (;(/tGC�w�t �V( ✓►,S �ct vi �Jv✓in � ��31D
Job Name: �.0 �� M S � l.�it�t/( c�(,t,tjt
Owner Name: � GWi/lGt, I,G � 1� �Vl �
Mailing Address: �s�?LOY�N�rG+� I�F �Gb✓�fM ���U �
(For Parcel # Contact Eagle Co�nty assessors Office at 970-328-8640 or visit
www.eaglecou nty. us/patie)
Architect ( ) Designer ( ) Engineer ( )
Name:
Phone:
Fax:
E-Mail:
� �. -��
Project #: �F—�! Q� '�VV�(%�
Buiiding Permit #: '� ���I ' o'C � � _
Electrical Permit #: �� � "' WIOJ
Detailed Description of Work:
R�Eu%��F f�'.��rba
/i ,i � � �
(Use additional sheet if necessary)
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND
VALUATION OF WORK (Labor & Material)
Amount of SQ Ft 9'ao �_
%, oo. ao
Electrical $ � �S
Work Class:
New ( ) Addition ( (�Remode� ) Repair ( ) Other ( )
Building Type:
Single-Family ( ) Two-Family ( ) Multi-Family�QC}
Commercial ( ) Townhome ( ) Other ( )
Date Received:
Q ���a��
MIAY 2 2 2009
OF VAIL
.
t
i.v���� li� i.....
Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005
❑ Overhead services are not allowed in the Town of Vail.
❑ Underground services shall be in conduit (PVC) from the uti/itytransformer to the electric meter, main disconnect
switch, and to the first electrical distribution circuit breaker panel.
❑ The main disconnect switch shall be readily accessib/e, and located next to the meter on the exterior wall of the
structure. All underground conduits are required to be inspected before back-filling the trench.
❑ In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls
and spaces are exempf.
❑ NM Cable (Romex) can be used only in single and multi-family dwellings. Type NM cannot be used in any
building mixed with Type A,B.E,F,H,I,M &S occupancies,
❑ Aluminum conducfors smaller than size #8 are not permitted.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be
accepted without a copy of the DRB approval form attached (if applicable).
❑ If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade,
you must also obtain a building permit.
� If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural
engineer must review the existing condition and verify that it will support the added concentrated load. Please provide
a copy of the structural engineers wet stamped letter or drawing with this application.
❑ If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association
is required.
❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical one-line and panel
schedules are required if load is added or distribution is alfered.
I hav`e rea�d and under� the above.
�
re
� �/-���
Date Signed
If you have any questions regarding the above information or have additional questions, please contact the Town of Vail
Electrical Inspector at 970-479-2147. The inspector can be reached on Monday thru Friday mornings between the hours
of 8am and 9am. You may also leave a voice mail and the inspector will call you back.
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
C� �]�I�i�1:7
VAIL FIRE DE�'ARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT
Job Address: 356 HANSON RANCH RD VAIL
Location.....: tINIT 310, CHRISTIANA
Parcel No...: 210108243005
Project No :
APPLICANT
CONTRACTOR
COLLINS, MAURA M.
155 LONG NECK POINT
DARIEN
CT 06820
WESTERN STATES FIRE PROTECTI
7026 SOUTH TUCSON WAY
ENGLEWOOD
CO 80112
License: 338-5
WESTERN STATES FIRE PROTECTI
7026 SOUTH TUCSON WAY
ENGLEWOOD
CO 80112
License: 338-5
07/09/2009
Permit #
Status . . . .
Applied . . :
Issued . . .
Expires . .:
F09-0030
ISSUED
07/09/2009
07/15/2009
07/09/2009 Phone: 303-792-0022
07/09/2009 Phone: 303-792-0022
Desciption: RETROFIT SPRINKLER SYSTEM, ROUGH-IN FOR FUTURE TIE-IN
Valuation: $5,700.00
�*+*****�*�***r�*****�**r**tt*r*++***e**r***r*****r****r**********+* FEE SU MMARY *****«�*�*+*****«r«****r*********�*********+s**�*�«w*r�►�*
Mechanical---> $o . 0o Restuarant Plan Review--> $o . 0o Total Calculated Fees--->
$674.25
Plan Check---> $432 . oo DRB Fee---------------------> $0. 00 Additional Fees----------->
So.00
Investigation-> $0. 00 TOTAL FEES--------------> $674 .25 Total Permit Fee---------->
$674.25
Will Call-----> $0 . 0o Payments-------------------> $674 . 25
BALANCE DUE---------> $0. 00
+*rrr�►*s�**a�r+*�»�*+**s*a*+******s**+v«***+**..*�r�*****++..■*�*sa***.*a+**�*►+***��►�v***:.****tvtr�***+.a***►**r***********xrs**+�**�rs+*
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
07/14/2009 mcgee Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 53
Monitored fire sprinkler system required and shall comply with NFPA 13 and VFES
Standards.
,*��.*********:*�******.:.**:******..�*.....**.**�..�**�***�.�...�.****��*****�**..*.*..«�*.�*.�*.�«*..*.*.**����.:.....**..*.*.*��.+..,�*,..
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot p�an,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252
FROM 8:00 AM - 5 PM.
� � �
�
�
************************************************************+*+***********�************+*++*
TOWN OF VA1L, COLORADO Statement
*********+********************************+***�*+****************+*****************++*******
Statement Number: R090000853 Amount: $674.25 07/15/200911:45 AM
Payment Method: Check Init: SAB
Notation: 107935
W.S.F.P.
-----------------------------------------------------------------------------
Permit No: F09-0030 Type: SPRINKLER PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: UNIT 310, CHRISTIANA
Total Fees: $674.25
This Payment: $674.25 Total ALL Pmts: $674.25
Balance: $0.00
*****************************************************************+++*+**********+***********
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
Description Current Pmts
------------------------------ ------------
SPRINKLER PERMIT FEES 242.25
PLAN CHECK FEES 432.00
-----------------------------------------------------------------------------
f�
FIRE SPRINKLER PERMIT
Commercial & Residential Fire Alarm shop drawings are required at the time of
application submittal and must include the following information:
1. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp
2. Equipment cut sheets of materials
3. Hydraulic calculations
4. A State of Colorado Plan Registration form
5. Plans must be submitted by a Registered Fire Protection Contractor
Project Street Address:
� /7lW�c1*v' l�C�/✓C}� F-e�91�
(Number) (Street)
���
(Suite #)
Building/Complex Name: GP/f1TAt� �L,JST/A�'✓
Contractor Information:
Company: �Si°�',•e�L!S%�fTES /"�,(.� ��TEGZ>C�✓ �
Office Use:
Project #: P II�� O� JV� �
Building Permit #: � 1 � �� � I
Sprinkler Permit #: '� �/ � `�� �
Lot #:� Block #� Subdivision: , V(�'� e- (
Company Address: �CiC',�i �- �G�t�/�/ (,�l' Detailed Description of Work: Tr �� S�ri� �C�lv
City: /�E�t.7g�1.'�.4C.. State: � Zip: �!/�-- {►�-f Vo 'C t •� RocaZ �+ - i N �� ✓ T4 �GYr
�
Contact Name: �yV �lc�,�/1/j/ cJc1E �l�y�rV �'�G - I h '
, (use additional sheet if necessary)
Contact Phone: 3�3 ��5�- 2)Sx ��.5 -- S'� -�97`�
' E-Mail r�,� c�.r� •�5' -�v � Detailed Location of Work: 3� '��e0r A f Gf7�4TfIy
—� � '
? Town of Vail Contractor Registration No.: �� ��� C`lr�s�i4� �k �•r � 3l�
`X ` Does a Fire Alarm Exist? Yes (� No O
C ractor Signature (required) � ' Does a Sprinkler System Exist? Yes'�jQ No O
Property Information
Work Class
Parce� #: oZ-���0� a Y 3 OD� New O Addition O Remodel O Repair O
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecouty.us/patie) , Retro-Fit� Other ( )
Tenant Name:
Owner Name: �De q• ur� �o L(l�.c
Complete Valuation for Fire Sprinkler Permit:
1�r c'�-_
' Fire Sprinkler $: .%, /�
Type of Building:
Single-Family ( ) Duplex ( ) Multi-Family ( )
Commerci��(Gj Restaurant ( ) Other ( )
Date Received:
;�:� _ , c � t1 I L,
I-�, ��' (�:. � ��� ; �_,
D�_� ,__, �
�
, ; ;�
;,�
�-c�w� �� ���L �
"°M.'�..�. ` - Apr-09
�q ���
—1 � r-�- �� 1 `�\n ��
D� � �__ _ ��-,
�
��
� ��c��� �������
Western States
Fire Proteetion Co.
� ' ,�u� a�d �������
Material Submittal
And
Hydraulic Claculations
For
Chateau Christian Unit 310
356 Hanson Ranch Road
Vail, CO 81658
�',AI� �1�� ID��PA,�?T NT
ApProved as Sub ' A�
tilltt@Ct Q'
roved as Noted p
��
1`Rle: U� C /-=�r/�
Dat�e•
' i 3�e
Prepared by:
Jon Stearns
Project Manager
Western States Fire Protection Co.
7026 S. Tucson Way
Centennial, CO 80112
(303)792-0022
Fax:(303)792-9049
Email: jon.stearns@wsfp.us
WSFP# CS0581
July 6, 2009
�1
,��
;
; i��
_�,,
�
Job Number: CS0581
J,��tp ' Report Description: Ordinary Group II
Job
Job Number � � � Design Engineer � � �
CS0581 �Jon Stearns
_ - -- - - -_ _ — __ _
Job Name �, State Cert fication/License Number
Chateau Christian Unit 310 'i 032
--_ _ --- - _ _
Address 1 AH�
356 Hanson Ranch Road Vail
Address 2 � Job Si�e
Chateau CHristian
_ __ ____- -- ----
City State Zip Code �rawing Name
Vail CO 81658 CC Unit 310.cad
S stem Remot� Area s)
Mosl Demanding Sprinkier Da�a Occupancy
5.6 K-Factor 26.00 at 21.556 Manually Calculated
Hose Allowance A� Source � Densiry � Area of Appllcation
100.00 NA NA
_._. _. _'_. __' '._ —. inkler . ..
Addlllonal Hose Supplles N mber Of Spr nklers Calculated Coverag P Spr
Node Flow(qpm) 4 NA
AutoPeak Resul�s'. Pressure For Remote Area(s) Adjacent To Most Remote Area
ii
I
I
�`,,; y��.�,�`� a►�I J�i lt:ati ��' f f:�s 1�v i r`��i ���•
i �!�.� 1�, f�?A�."Q�EY� �i ��`��.
p�.��"f Id�;1t'tA�e"�t
To�erao�s,�eam= � NfC,�"t� 107�#�
� oo.00 AllTUAAAi'fC 6PfiINKL�R. L�L I�
Syslem Flow Demand � Total Water Requlred (Including Hou Allowance) ��� ��} �On�
111.74 i 211.74 � U
Maximum Pressufe Unbalance In Loops
__ ' _ _ _- - - .,.,_._._...._. �_._ _ .
0.0�0
-- __........__— '__'__ _.._ __"."_
Maximum Velocity ACOVe Ground
19.99 between nodes 21 and 23 4
- -- - _ _ -- _ _ _ -----•--
Maximum V I ity Under Ground "�r��� f �'
2.56 between nodes 1 and 2
Volume capacily of Wet Pipes Volume capacity o( Dry Pipes �
61.28ga1
Supplies
� Hose Flow Static � Residual @ Flow Available p� Tot I De and Required Safety Margin
Node m) si si m ( si) � ) ! si) ( si)
1 100.00 � 108.000 'i 106.000 _ 1512.00 _ 107.947 1 21 74 ! 52.079 55.868
����
. ���� lLJ��F��^� ����
qpproved as Submitted C�
Approved as Nated C7
BY:
Ti�e:
Dafie'
Contractor
� Conlractor Number Contact Name Conlact Title
� CS0581 Jon Stearns PM
-- - � - - - - _.... -
Coniraclor Name Phone Exlension
WESTERN STATES FIRE PROTECTION CO. 303-792-0022 � 139
Address 1 F�
7026 S Tucson Way 303-792-9049
__ -_ _
AdEress 2 E-mail
jon.stearns@wsfp.us
-- -- -- --_ _ _ -_.- - _- ---- -
��y State ZipCoCe Web-Site
Centenniai CO 80112
1, O M.E.P.CAD, Inc. �,��AutoSPRINKO VR5 v5.1.32 07/07/2009 7:45:35AM Page 1
�
��� ������Summary Of Qutftowinc� D�v�ices �oe rv�mbe�: cso5a,
� Report Description: Ordinary Group II
i�, O M.E.P.CAD, Inc. �;�� AutoSPRINKO VR5 v5.1.32 07/07/2009 7:45:35AM Page 2
���
NOC�� l�►Il���/�'a1S Job Number: CS0581
�N,, O M.E.P.CAD, Inc. �;�� AutoSPRINKO VR5 v5.1.32 07/07/2009 7:45:36AM Page 3
� � Hydraulic Analysis
a4
Job Number: CS0581
Report Description: Ordinary Group II
(�i,, 0 M.E.P.CAD, Inc. ��� AutoSPRINKO VR5 v5.1.32 07/07/2009 7:45:37AM Page 4
� Hydraulic Analysis �
���
Downstream Elevation
Upstream
AO
BL
CM
DN
DR
DY
FM
FR
MS
OR
RN
SP
ST
UG
Arm-Over
Branch Line
Cross Main
Drain
Drop
Dynamic
Feed Main
Feed Riser
Miscellaneous
Outrigger
Riser Nipple
Sprig
Stand Pipe
Underground
Diameter
Elevation
Flow
Discharge
Velocity
Pressure
Length
Friction Loss
HWC
Pt
Pn
Pf
Pe
Pv
Friction
K-Factor Pt Pn
Inch
Foot
gpm
gpm
fps
psi
Foot
psi/Foot
Hazen-Williams Constant
Total pressure at a point in a pipe
Normal pressure at a point in a pipe
Pressure loss due to friction between points
Pressure due to elevation difference between indicated points
Velocity pressure at a point in a pipe
Job Number: CS0581
Report Description: Ordinary Group II
ALV
AngV
b
BaIV
BFP
BV
C
cplg
Cr
CV
DeIV
DPV
E
EE
Ee1
Ee2
f
FDC
fE
fEE
flg
FN
ff
9
GIoV
GV
Hose
HV
Hyd
LtE
mecT
Noz
P1
P2
PIV
PO
PrV
PRV
red
S
sCV
Spr
St
T
Tr
U
WirF
WMV
Z
Eq. Length Summary
Total Lenqth
Alarm Valve
Angle Valve
Bushing
Ball Valve
Backflow Preventer
Butterfly Valve
Cross Flow Turn 90°
Coupling
Cross Run
Check Valve
Deluge Valve
Dry Pipe Valve
90° Elbow
45° Elbow
11'/; Elbow
22'/z Elbow
Flow Device
Fire Department Connection
90° FireLock(TM) Elbow
45° FireLock(TM) Elbow
Flange
Floating Node
FireLock(TM) Tee
Gauge
Globe Valve
Gate Valve
Hose
Hose Valve
Hydrant
Long Turn Elbow
Mechanical Tee
Nozzle
Pump In
Pump Out
Post Indicating Valve
Pipe Outlet
Pressure Relief Valve
Pressure Reducing Valve
Reducer/Adapter
Supply
Swing Check Valve
Sprinkler
Strainer
Tee Flow Turn 90°
Tee Run
Union
W irsbo
Water Meter Valve
Cap
(M O M.E.P.CAD, Inc. ;�� AutoSPRINKO VR5 v5.1.32 07/07/2009 7:45:37AM Page 5
150
iBb7
120
ti[i�.7
�Z�7
.N
a
� 75
�
�
a,
a
60
45
30
15
Supply at Node 1
Static Pressure 108.000
1512.00 106.000
Static Pressure 97.200 (90°,6) 1512 00 @ 95.400 (90°h)
--- -----
-------
11.74 with hose streams
111.74 @ 52.079
S stem demand curve
0 n
200 400 600 $00
Supply at Node 1
Slallc Pressure
108.000
Residual Pressure
1512.00 @ 106.000
Available PressureTime ofTest
107.947 @ 211.74
Syslem DemarW
111.74 @ 52.079
System Demand (Including Hose Allowance)
211.74 @ 52.079
1000 1200 � �� 1600
Water flow, gpm
1800
Job Number: CS0581
ion: Ordinary Group II
N, O M.E.P.CAD, Inc. ;�� AutoSPRINK� VR5 v5.1.32 07/07/2009 7:45:37AM
►���
Page 6
M O M.E.P.CAD, Inc. ;�� AutoSPRINKO VR5 v5.1.32 07/07/2009 7:4538AM Page 7
� �
A Concealed Residential Sprinkler
approved for a minimum density of
0.05 gpm/ft2. The larger K Factor
provides lower pressure demands
for 0.10 densities in NFPA-13
residential applications.
Features
1.'/2" (13mm) Total adjustment.
2. Smooth aesthetic ceiling profile.
3. Available in brass, chrome and
black plated or painted finishes.
Listings & Approval
1. Listed by Underwriters Laboratories,
and certified by UL for Canada (cULus)
2. NYC MEA 258-93-E
UL Listing Categories
Residential Automatic Sprinklers
UL Guide Number
VKKW
Product Description
Model RFC56 Concealed Residential Sprinklers are fast
response residential fusible solder link automatic sprinklers.
Residential sprinklers differ from standard sprinklers primarily
in their response time and water distribution patterns.
Model RFC56 sprinklers discharge water in a
hemispherical pattern below the sprinkler deflector.
Residential distribution patterns are higher and generally
contain a finer droplet size than standard sprinkler patterns.
The combination of speed of operation and high discharge
pattern required for residential sprinklers has demonstrated,
in fire testing, an abiliry for controlling residential fires, and
thereby providing significant evacuation time for occupants.
The RFC56 Sprinkler provides the best form of fire
protection by combining an attractive appearance and '/z'
(13mm) of cover adjustrnent for ease of installation. The
small diameter cover plate is easily and positively attached
and blends into the ceiling, concealing the most dependable
fire protection available, an automatic sprinkler system.
Bulletin 009 R�.A
Model RFC56 Concealed
Residential Sprinkler
(SIN RA0914)
The RFC56 is a UL Listed Residential Sprinkler to be
installed in the residential portions of any occupancy in
accordance with NFPA 13, 13R, & 13D.
The RFC56 can reduce the need for precise cutting of drop
nipples. The threaded cover plate assembly can be adjusted
without tools to fit accurately against the ceiling. The fire
protection system need not be shut down to adjust or remove
the cover plate assembly.
Application and Installation
The RFC56, for residential installations, uses a 165°F (74°C)
fusible solder link with a drop-down deflector. This assembly
is recessed into the ceiling and concealed by a flat cover
plate. The cover plate is attached to the skirt, using 135°F
(57°C) ordinary temperature classification solder. When the
ceiling temperature rises, the solder holding the cover plate
releases the cover allowing the deflector to drop into position
and exposing the sprinkler inside to ceiling temperature. The
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552
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subsequent operation of the solder link opens the waterway
to distribute the discharging water in a hemispherical pattern
below the sprinkler deflector. Any adjustment of thread
engagement between the cover plate and cup will assure
that the drop-down deflector is properly located below the
ceiling. The residential distribution pattern contains a finer
droplet size than a standard sprinkler, and the pattern
produces significantly higher wall wetting.
After a 2/ inch diameter hole is cut in the ceiling, the
sprinkler is easily installed with the Model G4 Wrench. The
wrench has drive tangs which insert into the cup slots. When
installing a sprinkler the wrench is first positioned into the
sprinkler/cup assembly until the wrench tangs engage the
drive slots in the top of the cup (there are iwo sets of drive
slots in the cup). The sprinkler is then tightened into the pipe
Temperature Rating
' Sprinkier Cover Plate Maz. Ambient
, Temp.
' 165°F/74' C 135°F/57°C 100°F/38°C
Installation Data
fitting. When inserting or removing the wrench from the
sprinkler/cup assembly, care should be taken to prevent
damage to the sprinkler. DO NOT WRENCH ON ANY
OTHER PART OF THE SPRINKLER/CUP ASSEMBLY.
MODEL RFC56 CONCEALED SPRINKLERS MUST BE
INSTALLED ONLY WITH 135°F RATED COVERS.
In ceilings that have a plenum space above the sprinkler,
the plenum space may have neutral or negative
pressurization but must not be positively pressurized. In
addition, inspect all sprinklers after installation to ensure that
both the gap between the cover plate, ceiling and the 4 slots
in the cup are open and free from any air flow impediment.
_._.r.........._...._-- -_._._... —
�
Minimum Required
Thread Size K Sprinkler Maximum Minimum Sprinkler Discharge
inch (mm) Factor' Spacing Distance Distance between
ft. (m) to Wall ft. (m) sprinkler ft. (m) Flow Press.
gpm (Lpm) psi {bar)
- -- - _..... __... — - - -_.....- ---- __ ___—_.....
Y(15mm) 5.6 � 12 x 12 (3.6x3 6) 6(1 83) 8(2.43) 26 (98) 21 6(1.49)
,/a" (15mm) 5.6 I 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 26 (98) 21.6 (1.49)
%a" (15mm) 5_6 i 16 x 16 (4_9x4.9) ___8 (2.43)_- __ 8(2 43} 26 (98) 21 6(1.49)
Note: 1 bar = 100 Kpa
2.
Maintenance
Model RFC56 Concealed Sprinklers should be inspected
quarterly and the sprinkler system maintained in accordance
with NFPA 25. Do not clean sprinklers with soap and water,
ammonia or any other cleaning fluids. Remove dust by using
a soft brush or gentle vacuuming. Remove any sprinkler
cover plate assembly which has been painted (other than
factory applied) or damaged in any way. A stock of spare
sprinklers should be maintained to allow quick replacement of
damaged or operated sprinklers. Prior to installation,
sprinklers should be maintained in the original cartons and
packaging until used to minimize the potential for damage to
sprinklers that would cause improper operation or
non-operation.
Model RFC56 Residential Concealed
Sprinkler Specification
Sprinklers shall be cULus Listed low flow residential
concealed sprinklers with drop-down deflector and
adjustable flat cover plate engineered for a minimum design
densiiy of 0.10 gpm/ft2. Sprinkler frame and deflector shall be
of bronze construction having a'/2" NPT thread. Thermal
element shall consist of an approved black-painted
beryllium-nickel fusible solder link with lever and strut
mechanism, maintaining a Teflon-coated brass cap water
seal containing no plastic parts. Sprinkler K-factor shall be
nominal 5.6 (80), having a y' orifice. Temperature rating shall
be Ordinary 165°F (74°C); cover plate temperature rating to
be 135°F (57°C). Cover plate assembly shall consist of a
� � x r 2' �rEOUC�,vc
� rFE o�eteaw
�----- -�t'
+�- - - IT�� i ' i
� i I �
- � --�}��-+---- ---+
� � ,����iI i � i
v..__I ��LJ---,.�E--�L
SPft#NK�.�R CUP
ASS£MBLY
lj2' (73mmj
d�AX CQVER
ap�usr,uExr
--T
--�{-
brass cover plate and copper alloy retainer flange having a
push-on and thread-off design, allowing a'/2' cover plate
adjustment. Any secure engagement between the cover
plate and the cup will assure that the drop-down deflector is
properly located below the ceiling. A plastic protective cap
shall be provided and factory installed inside the sprinkler cup
to protect the drop-down sprinkler deflector from damage,
which could occur during construction before the cover plate
is installed. Standard cover finish: [Chrome] [White]
[Specialry - specify]. Residential concealed sprinklers shail
be Reliable Model RFC56, SIN RA0914 (Bulletin 009).
Ordering Information
Specify:
1. Sprinkler Model
2. Cover Plate Finish
�_ _ ....!
..... ,2 `%8' [66.7mmj DtR.
GEILING NOL£
�2 3/8" L11A.
(60,3mm]
2 5/8" 6&.7mm�
F.4C {} Fl7TlNG T0 CE�LtMG
DtAt�NS101V MAX.
I
.— PtJSH—QNfTNREAD—QiF
F1,AT GOVfR PGiTf
ASSEMSiY�
����� �
�+---.3 3f IS" DIA.--+� 3�
($4. 7mm�] f4.$mm�
ldTFLt71A
l62FGQl
3.
Cover Plate Finishes "'
Standard Finishes
Chrome
White
Special Application
Finishes
Bright Brass
Black Plating
Black Paint
Off White
Satin Chrome
"' Other colors and finishes
available. Consult factory
for details.
Note: Paint or any other
coatings applied over the
factory finish will void all
approvals and warranties.
Model F1
Residential
Design Der
Model F1 Res Sprinklers engineered for the lowest flows
to mcet the minimum design densiiy of .05 gpmff�
Types:
1. F1 Res 49 Pendent
2. F1 Res 49 Recessed Pendent/F1
3. F1 Res 49 Recessed Pendent/FP
4. F1 Res 49 CCP Pendent
5. F1 Res 58 Pendent
6. F1 Res 58 Recessed Pendent/F1
7. F1 Res 58 Recessed Pendent/FP
8. F1 Res 58 CCP Pendent
9. F1 Res 44 & 58 HSW
10. F1 Res 44 & 58 HSW Recessed HSW/F2
11. F1 Res 44 SWC
12. F1 Res 76 Pendent
13. F1 Res 76 Recessed Pendent/F1
14. F1 Res 76 Recessed Pendent/FP
15. F1 Res 76 CCP Pendent
Listings & Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
2. NYC M EA 258-93-E
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6,516,893 applies to the
Model F1 Res 49 & 58 Pendent Sprinklers
Product Description
Model F1Res Pendent sprinklers (Figs. 1, 2, 3& 4)
combine excellent durability, high sensitivity glass-bulb
and low profile decorative design.
The 3mm glass-bulb pendent sprinklers permit the
efficient use of residential water supplies for sprinkler
coverage in residential fire protection design.
The low flow F1 Res sprinklers are specially
engineered for fast thermal response to meet the
sensitive fire protection application needs of the latest
residential market standards (UL 1626 Standard *).
Upon fire conditions, rising heat causes a sprinkler's
heat-sensitive glass-bulb to shatter, releasing the
waterway for water flow onto the deflector, evenly
distributing the discharged water to control a fire.
� �.'r;
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Bulletin 176 Re�. A
nklers for
of .10 gpm/ft2
.;�:
�•�,� r
�r,�
F1 Res 49, 58 & 76 F1 Res 49, 58 & 76
Recessed Pendent / F1 Recessed Pendent / FP
F1 Res 49, 58 & 76
CCP Pendent
�t �
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F1 Res 44 & 58
Recessed HSW/F2
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F1 Res 44 SWC
Technical Data:
• Thermal Sensor: Nominal 3mm glass-bulb
• Sprinkler Frame : Brass Casting
• Sprinklers' Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size: '/2" NPT (R1/2)
• K-Factor. 4.9 (Acti �l) - F1 Res 49 Per��t Sprinlder
5.8 (A�hr�l) - F1 Res 58 Pendent & HSW Spra�der
7.6 (Actual) - F1 Res 76 Pendent Sprinkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
• Densiry: Minimum 0.10 gpm/ft2
* Effective date 7/12/02
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
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Application
Model F1 Res Sprinklers are used for Residential Fire
Protection according to UL 1626 Standard*. Be sure
that orifice size, temperature rating, deflector style and
sprinkler type are in accordance with the latest
published standards of The National Fire Protection
Association or the approving authority having
jurisdiction.
When using F1 Residential Sprinklers for systems
design to NFPA 13D or NFPA 13R, use listed area of
coverage and minimum flow and pressure requirements
shown in Bulletin 135.
For systems designed to NFPA 13, use information in
this bulletin. The number of design sprinklers shall be the
most hydraulically demanding sprinklers as required by
NFPA 13. Flows and pressures can not be below the
baseline flows and pressurers.
NFPA 13
For residential sprinkler systerr�s designed to NFPA 13,
a minimum density of 0.1 gpm/ft must be provided over
the "design area" that includes the four (4) hydraulically
most demanding sprinklers for the actual coverage
areas being protected by the 4 sprinklers. The minimum
required discharge from each of the four most
hydraulically demanding sprinklers shall be the ,gr .a .r
of the following:
1.The flow rates given in the Reliable Residential
Sprinkler Technical Bulletins referenced in Table A
for NFPA 13D and 13R as a function of temperature
rating and maximum allowable coverage area (for
actual coverage areas less than or between those
indicated in the respective technical bulletin, it is
required to use the minimum required flow for the
next largest coverage area); or
2.A minimum discharge density of 0.1 gpm/ft2
applied over the "design area" consisting of the four
most hydraulically demanding sprinklers for the
actual coverage areas being protected by the four
sprinklers. The maximum dimension of the actual
coverage area cannot be any greater than the
maximum coverage area indicated in the technical
bulletins referenced in Table A.
Design Note: Using the AS = S x L method to
determine the sprinkler protection area of coverage�
in accordance with NFPA 13, apply the 0.1 gpm/ft
density to this area to determine the minimum
required floyzv. Compare this flow to the minimum
0.05 gpm/ft cULus Listed flow for the appropriate
coverage area in the technical bulletin for the
specific residential sprinkler. If the flow stated in the
technic�al bulletin is less than the calculated 0.1
gpm/ft density flow required, the .1 d�nsity flow
must then be used in the equation Q=K,/P, solving
for P, to establish the minimum required pressure
using the sprinkler K-factor. Note: In many cases
the listed flow of individual residential sprinkler�
may exceed the required minimum 0.05 gpm/ft
density. Reliable has available residential sprinklers
with larger K-factors (K=5.8 and K=7.6) that wi�
provide lower pressure demands for 0.1 gpm/ft
densities in NFPA 13 residential applications.
2.
Examole No. 1
RoomSize= 12ftx20ft(3.6mx6.1 m)
Coverage Area= 12 x 20 = 240 ft2 (22.3 m2)
Flow @ 0.10 gpm/ft2 density= 240 x 0.10 = 24 gpm
Using an F1 Res 49 Pendent Sprinkler, K=4.9
Pressure= (24/4.9)2 = 24 psi (1.65 bar)
The baseline flow for a 20 ft x 20 ft(6.1 m x 6.1 m)
covera2qe area using the baseline density of 0.05
gpm/ft will be 20 gpm C� 16.7 psi (75.7 L/min @ 1.14
bar). Therefore, the minimum flow required is 24 gpm Q
24 psi (90.8 L/min Q 1.65 bar).
xamnle No. 2
Room Size= 8 ft x 20 ft (2.4 m x 6.1 m)
Coverage Area= 8 x 20 = 160 ft2 (14.9 m2)
Flow Q 0.10 gpm/ft2 density= 160 x 0.10 = 16 gpm
Using an Fi Res 49 Pendent Sprinkler, K=4.9
Pressure= (16/4.9)2 = 10.7 psi (0.74 bar)
The baseline flow for a 20 ft x 20 ft(6.1 m x 6.1 m)
covera2ge area using the baseline density of 0.05
gpm/ft will be 20 gpm Q 16.7 psi (75.7 L/min C� 1.14
bar). Therefore, the minimum flow required is 20 gpm @
16.7 psi (75.7 L/min @ 1.14 bar).
xamnlP No. 3
Room Size= 10 ft x 16 ft (3.0 m x 4.91 m)
Coverage Area= 10 x 16 = 160 ft2 (14.9 m2)
Flow @ 0.10 gpm/ft2 density= 160 x 0.10 = 16 gpm
Using an F1 Res 76 Pendent Sprinkler, K=7.6
The baseline flow for a 16 ft x 16 ft coverage area is 21
gpm Q 7.6 psi (79.5 L/min C� 0.52 bar). Therefore, the
minimum flow and pressure is 21 gpm @ 7.6 psi (79.5
L/min @ 0.52 bar).
Examble No. 4
Room Size= 14 ft x 18 ft(4.3 m x 5.5 m)
Coverage Area= 14 x 18 = 252 ft2 (23.6 m2)
Flow Q 0.10 gpm/ft2 density= 252 x 0.10 = 25.2 gpm
(94.6 L/min)
Using an F1 Res 76 Pendent Sprinkler, K=7.6
Pressure= (252/7.6)2 = 11 psi (0.76 bar)
The baseline flow and pressure of an 18 ft x 18 ft
coverage area is 21 gpm C� 7.6 psi (79.5 L/min @ 0.52
bar). Therefore, the minimum flow and pressure is 25.2
gpm @ 11 psi (94.6 L/min @ 0.76 bar).
�n general residential sprinklers re uire
flows and pressures as listed for �.05
densities to achieve the proper spray pattern
so the flows and pressures at 0.05 density are
the baseline flows and ressures. Flows and
pressures below the lis�ed 0.05 density shall
not be used.
Installation
Models F1 Res sprinklers are to be installed as
shown. Model F1, F2 and FP Escutcheons, illustrated
herewith, are the only recessed escutcheons to be used
with Model F1 Res sprinklers. Use of any other
recessed escutcheon will void all approvals and
warranties. For installing Model F1 Res Pendent
sprinklers use only the Model D sprinkler Wrench; for
installing Models F1 Res Recessed Pendent, CCP
sprinklers use only the Model GFR2 sprinkler wrench;
for installing Model F1 Res recessed HSW sprinklers
• Model F1 Res 49, 58 & 76 Pendent
I35FC03
� ���
�����,j- i�'-�� I;����
,
�li =_ 'i��
l�� u �H
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-.-
Fig. 1
use only the Model GFR2 Sprinkler wrench. Use of
wrenches other than those specified may damage
these sprinklers.
Note: A'leak tight" sprinkler joint can be obtained with
the following torque:
• 3/a" NPT (R3/4) - 14-20 ft-Ibs (19 - 27.1 N-m)
•'/2" NPT (R1/2) - 8-18 ft-Ibs (10.8 - 24.4 N-m)
Do not tighten sprinklers over maximum
recommended torque. It may cause leakage or
impairment of the sprinklers.
• Model F1 Res 49, 58 & 76
Recessed Pendent / F1/F2
_ ��."� -
°- ;o =
. ,.
F1 escutcheon, /" (19mm) adjustment
Note: See escutcheon table for dimensions.
�uvN cou.w uMm
nnnr nc+�vsr sremx�crr
MRENCH lO55.
I35FCOZA
� v i i LL
��,�
3.
� s vr nol.e �+. _
[s�.a�m]
i is/ic' wa
(�s.1,�.�) —
�
� =I= �
��
z n/u' uu
[)27 mj
Fig. 2
i' x r/z' amt.rce
„a-
(31mmJ A'
FACE Q� FIiIING 7tl
CEIIMG OMI£N90M:
J/16-15/16 (fl ESCUICHEON)
J/16-f//16 (F1 ESCUICHEONJ
Technical Data: F7 Res 49 Pendent and Recessed Pendent
Escutcheon*, F1 or F2, Data:
Nominal �n�' Max. M� Sprinlder «» Face of fitting to
Actual Adjustment A ceilin
Thread Orifice Temp. pre�� Ambient K Length TYPe Inch (mm) inch (mm) g
Si� Irx� � psi T� ' Factor Inch Inch mm
�mm) °F °C �) °F °C �mm) F1 % (19.0) Min.= %�� (19.1) %6 -'%6 (4.7 - 24.0)
%" NPT , 155 68 100 38 Max.=1 �" 38.1
R, /te" (11) 175 79 175 (12) 150 66 4.9 2.25 (57) F2 /(12.7) Min.= �%6" (23.8) %6 -,,,s (4.7 - 17.4)
Max.=1 / (38.1)
* Note: Escutcheons F1 or F2 may be used with
Model F1 Res 49 & 58 Recessed Pendent Sprinkler
**Baseline flows and pressures for 0.05 density
Deflector - to -
Maximum 1" (;
� Max. Sprinkler
Sftac� g
12 x 12 3.6x3.6
14 x 14 4.3x4.3
16 x 16 4.9x4.9
1 S x 18 5.5x5.5
20x20(6.1x6.1)
to 4"
Flow Pressure
gpm (Lpm) psi (bar)
13 49 7.0 0.48'
13 49 7.0 0.48'
13 (491 7.0 (0.48'.
*Deflector - to - ceiling
Maximum 4" (100mm) to 8" (203mm)
Sprinkler Max. Sprinkler Sprinkler
Flow Pressure
Identification Spacing Identification
Number SIN ft m Jpm (Lpm) psi (bar) Number SIN
12 x 12 3.6x3.6 15 57 9.4 0.65
14 x 14 4.3x4.3 16 60.5 10.6 0.73
R3516 16x16 4.9x4.9 17 64.3 �2.0 O.s3 R3516
18 x 18 5.5x5.5 19 72 15.0 1.0
20 x 20 6.1x6.1 22 83.2 20.2 1.4)
*Note: The F1 Res 49 pendent and recessed pendent
residential sprinklers can be installed per NFPA 13 in
beamed ceilings meeting the following criteria:
1. Maximum beam depth = 7" (178mm)
2. Beam spacing at or greaterthan 7.5 ft. (2.3m) on center.
Technical Data: F1 Res 58 Pendent and Recessed Pendent
Nominal Sp�nb�' Max. M�• Sprinkler
Thread Orifice Temp. p�u� Ambient K ��
Size Inch ���n psi T� • Factor Inch
(mm) �F °C ��') °F °C (mm)
'/z" NPT �° (13) 155 68 175 (12) 100 38 5.8 2.25 (57)
R/z 175 79 150 66
**Baseline flows and pressures for 0.05 density
Max. Sprinkler Ceiling -to- Sprinlder
Spacing Flow P�u� p�or ldentification
ft m gpm ��m� �� �� Inch mm Number SIN
12 x 12 3.6x3.6 16 61 7.6 0.53
14 x 14 4.3x4.3 16 61 7.6 0.53
16 x 16 4.9x4.9 16 61 7.6 0.53 �25- 00) R3513
18 x 18 5.5x5.5 19 72 10.8 0.75
20 x 20 6.1 x6.1 22 83.3 14.4 1.0
**Calculate for a.10 density but in no case
go below the baseline flows & pressures
!�
Technical Data: F1 Res 76 Pendent and Recessed Pendent
Nominal ��' Ma�c � �iide�'
Thread Orifice T� Presare � � �
Size Inch psi
(mm) °F °C ���) °F °C (mm)
/" NPT „ 155 68 100 38 Adjustment °°A" Face of fitting to
R3 /2' (13.5) � 75 79 175 (12) 150 66 ��6 225 (57) Type Inch (mm) Inch (mm) ceiling
Inch mm
F1 % (19.0) Min.= %" (19.1) %6 -'%s (4.7 - 24.0)
*Baseline flows and pressures for 0.05 density Max.=1 �- ss.�
F2 % (12.7) Min.= �%6" (23.8) %e -,,,s (4.7 - 17.4)
Max. Sprinkler F� P u� Sprinlder Max.=1� �� 38.1
Spacing °W � Identification
ft m 9pm (Lpm) psi (bar) Number SIN
12 x 12 3.6x3.6 21 7.6 0.53
14 x 14 4.3x4.3 21 7.6 0.53
16 x 16 4.9x4.9 21 7.6 0.53 R7618
18 x 18 5.5x5.5 21 7.6 0.53
20 x 20 6.1 x6.1 23 9.2 0.63
Modei F'1 Res 49, 58 & 76
VVN
2 5/16" DIA.
(58.7mm]
CUP
CUP �
CEILING �
1�;;;
A'
covER no✓usrMENr
2 5/8' [66.7mm) DIA. I
HOLE IN CfILING
1'xl/2" REDUCER �
1 1/4" (31.5mmJ
MAX. FACE OF Fl1TlNG
r0 FACE OF CEILfNG
;;;?� DIMfNSION
�
� B"
� 3 5/76" DIA. �
135FG04C (8�. imm)
F1 RES 49. 58 & 76 CCP PEND.
Fig. 3
NOTE: The F1 Res 76 will use a 1" X 3�4� reducer.
5.
CflGNC
�/�• [i.z� � �uz
� .��Wa,
*Calculate for a.10 density but in no case
go below the baseline flows & pressures
• Modei F1 Res 49, 58 & 76
Recessed Pendent / FP
__
;�� ,
y ;� � -5 �.
� J= .�, M
..�, .:�
� 4� � `
FP push-on/thread-ott
escutcheon
_ 7 S/8' 011 (66.7mm� _
HOLE MI CE2MG
1 S/16' Du.
- [se.� m7 -
cuv
r- ��
L'======�
� _ =_ =-=3_
�
----�------
� I I
l I
\ /
� , �
r��-
Fig. 4
I' X )/2' R[DUCEF
, ��a• [se.,m ) �ux.
FACE OF F/TTING
ip FACE OF CE2��`�C
MYENSiON
�
Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent / FP
CCP O tions Data:
Nominal ��' � Nla�c Nlax. � °�A„ '�B„
Thread Orifice T� Pres��e � K Let�ih Cover Adjustment CCP Height
S� �� �� T� � T�, F�. � Inch mm Inch mm
(mm) oF � oF o� (bar) oF � (mm) � 12.7 15 24
3 4.7 3 19
Yz" NPT , e^ �11) 155 68 135 57 175 (12) 100 38 4.9 2.25
R /z 57
*Baseline flows and pressures for 0.05 density
FP Data "A":
FP Position ��A �
Inch mm
Max. Recessed � 11
Min. Recessed 15 24
Note: Sprinklers shown in Fig. 3 and Fig. 4 are not
suitable for installation in ceilings which have
positive pressure in the space above.
Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP
Nominal �'dde�' q�� Max. � S�x'i:der'
Thread Orifice T� T Pre�re � K Lax�
Si�e Inch �*�J � psi T� Fac�or hd�
(mm) oF � oF o� ��) oF e� ��)
R,�2� Yz (13) 155 68 135 57 175 (12) 100 38 5.8 2.25 (57)
*Baseline flows and pressures for 0.05 density
Technical Data: F1 Res 76 CCP Pendent and Recessed PendenUFP
Nominal ��' p� Maoc � �
Thr�d Orifice T� yT� P�re � K
S'ize Inch �xJ psi T� Facbor Ind'�
�mm� °F °C °F °C � °F °C �mm�
3/a" NPT �%z" 155 68 100 38 2.25
R3/4 13.5 175 7g 135 57 175 (12) 150 66 ��6 57
*Baseline flows and ressures for 0.05 density
Max. Sprinkler Flow Pressure Sprinlder
Spacing Identification
ft m gpm �Lpm) ps� (b�r) Number SI
12 x 12 3.6x3.6 21 7.6 0.53
14 x 14 4.3x4.3 21 7.6 0.53
16 x 16 4.9x4.9 21 7.6 0.53 R7618
18 x 18 5.5x5.5 22 8.4 0.58
20 x 20 (6.1 x6.1) 25 10.8 (0.74)
�
*Calculate for a.10 density but in no case
go below the baseline flows & pressures
• Model F1 Res 44 & 58 HSW
Technical Data: F1 Res 44 HSW & HSW/F2
• Model F1 Res 44 & 58
Recessed HSW/F2
F2 escutcheon, y" (13mm
adjustment
Escutcheon, F2, Data:
Nominal �'�' Ma�c � ��d�' Ad'ustrr�nt Face of Fitting
� 0� T� �re a�� K � T� Inch (mm) to wall
S�e Inch psi
T � � Inch mm
(mm) � � (bar) � � (mm) F2 � 13 3 - � � 4.7 - 17.4
Yz" NPT �� (10) 155 68 175 (12) 100 38 4.4 2.45 (62)
R h 175 79 150 66
*Baseline flows and pressures for 0.05 density
*Calculate for a.10 density but in no case
go below the baseline flows & pressures
7.
• Model F1 Res 44 SWC
Technical Data: F1 Res 44 SWC
—�
<• �o ,�•
(IOI.iOmm io
I 1/4' (31.73mmJ IW+imum '�'�.�"'"')
foee 01 Ft[ing � ^ p�N dV COVER, THEN I
TO Woll Dim�nsion nam ro nauusr u�vn�
r�a / ma+r nc�uvsr w�cc.
I' X l/2' RWucw
RtcwmmtndM � �-� .. � _ �
WoM HoN ? S/!L' �� �
7 S/M' [3d.lfmmJ —}'—' '—+" J S/f6'
(66.� ) Dia. � � (M.14mm)
I L- � ; ' j Dio.
�
r ;
NRN COLUR UNTp.
i1GHT AG4INST SPR(I�fLER I ?7/Ji'
�ENCN BOS'. (42.O�mm)
»� —� 1/?' (I7.7Mnm]
AOjuatmenf
F1 RES 44 SWC
Fig. 5
Nominal �' C,�T�, Ma�c � S�xi�lde�'
Tiread Orifice T� � Pres�re q�T� K Lengtl�
�e Inch � psi Fac�or' hch
(mm) � � � °C (bar) � � (mm)
Yz�RNPT %" (10) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62)
*Baseline flows and pressures for 0.05 density
*Calculate for a.10 density but in no case
go below the baseline flows & pressures
:�
Technical Data: F1 Res 58 HSW & HSW/F2
Escutcheon, F2, Data:
Nominal Sprinlder Max. M�. Sprinider Ad'ustment Face of Fitting
Thread Orifice Temp. p�u� Ambierrt K Length T� Inch mm tO ���
g� �� Ratin �� Tem . Factor Inch � � Inch mm
(mm) �F �C (bar) �p �C (mm) F2 � 13 3 - � � 4.7 - 17.4)
Y2" NPT �w (13) 155 68 175 (12) 100 38 5.8 2.45 (62)
R/z) 175 79 150 66
*Baseline flows and pressures for 0.05 density
*Calculate for a.10 density but in no case
go below the baseline flows & pressures
Finishes�'�
Standard Finishes
S rinkler F1 F2 FP Escutcheons
Bronze Brass
Chrome Plated Bright Chrome Plated
White Pol ester Coated White Painted
S ecial A lication Finishes
S rinkler F1, F2, Escutcheons
Bright Brass Bright Brass
Black Plated Black Plated
Black Paint Black Paint
Off White Off White
Satin Chrome Satin Chrome
"' Other finishes and colors are available on special order.
Consult factory for details.
�
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Temperature Rating
4. Sprinkler Finish
5. Escutcheon Finish
Maintenance
Model F1 Res 49, F1 Res 58 & F1 Res 76 Sprinklers
should be inspected quarterly, and the sprinkler system
maintained in accordance with NFPA 25, 13, 13D, and
13R. Do not clean sprinkler with soap and water, Ammonia
or any other cleaning fluids. Remove dust by using a soft
brush or gentle vacuuming. Remove any sprinkler which
has been painted (other than factory applied) or damaged
in any way. A stock of spare sprinklers should be
maintained to allow quick replacement of damaged or
operated sprinklers. Prior to installation, sprinklers should
remain in the original cartons and packaging until used.
This will minimize the potential for damage to sprinklers that
could cause improper operation or non-operation.
Model F1 RES 49 Residential
Sprinkler Specifications
Model F1 Res 49 & 58 Pendent
Sprinklers shall be [cULus Listed] [New York Ciiy MEA
Approved (258-93-E)] low flow residential pendent
sprinklers engineered to provide a minimum design
densiry of 0.10 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch of up to [4/12]
[8/12], the sprinklers shall be listed for such use.
Deflector-to-ceiling distance listing shall be 1" to 8"
maximum. Sprinkler frame and deflector shall be of bronze
frame construction having a'/2" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer and top-loaded extruded cup with 3 mm glass bulb
containing no plastic parts, and having a temperature
rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall
have a nominal K-factor of 4.9 & 5.8. Standard finish:
[Bronze] [Chrome-plated] [White Polyester] [Special finish—
specify]. Residential pendent sprinklers shall be Reliable
Model F1 Res 49 & 58, SIN R3516 & R3513 (Bulletin 135).
Model F1 Res 49 & 58 Recessed Pendent/F1,
Modei F1 Res 49 & 58 Recessed Pendent/F2,
Model F1 Res 49 & 58 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential recessed
pendent sprinklers engine�red to provide a minimum
design density of 0.10 gpm/ft over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard. Where
pendent residential sprinklers are installed under sloped
ceilings having a pitch of up to [4/12] [8/12], the sprinklers
shall be listed for such use. Deflector-to-ceiling distance
listing shall be 1" to 8" maximum. Sprinkler frame and
deflector shall be of bronze frame construction having a'h"
NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer and top-loaded
extruded cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (68°C)]
[175°F (79°C)]. Sprinklers shall have a nominal K-factor of
4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish— specify]. Recessed escutcheon
assembly shall be a steel, two-piece escutcheon [with'/z"
adjustment (Model F2)] [with 3/a" adjustment (Model F1)] [of
push-on and thread off design with'/z" adjustment (Model
FP)]. Standard finish shall be [brass][bright chrome] [white
painted]. Residential recessed pendent sprinklers shall be
Reliable [Model F1 Res 49 & 58 Recessed Pendent/F1]
[Model F1 Res 49 & 58 Recessed Pendent/F2] [Model F1
Res 49 & 58 Recessed Pendent/FP� SIN R3516 & R3513
(Bulletin 135).
Model F1 Res 49 & 58 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential concealed
sprinklers engineered to provide a minimum design
density of 0.10 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch of up to
[4/12] [8/12], the sprinklers shall be listed for such use.
Sprinkler frame and deflector shall be of bronze frame
construction having a'h" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville
spring washer and top-loaded extruded cup with 3 mm
glass bulb containing no plastic parts, and having a
temperature rating of 155°F (68°C). Cover plate
assembly shall consist of a brass cover plate and copper
alloy retainer flange. Method of attaching the cover plate
to the sprinkler cup shall be a push-on and thread-off
design allowing a'/z" cover plate adjustment. Cover
plate temperature rating shall be 135°F (57°C). A plastic
protective cap shall be provided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before
the cover plate is installed. Standard cover plate finish:
[White] [Custom Color— specify]. ]. Concealed pendent
sprinklers shall be Reliable Model F1 Res 49 & 58 CCP,
SIN R3516 & R3513 (Bulletin 135).
10.
Model F1 Res 44 & 58 Horizontal Sidewall
Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineere�i to provide a minimum
design density of 0.10 gpm/ft over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Where horizontal sidewall
residential sprinklers are installed under sloped ceilings
having a pitch of up to [4/12] [8/12], the sprinklers shall
be listed for such use. Sprinkler frame and deflector shall
be of bronze frame construction having a'/z" NPT thread.
Water seal assembly shall consist of a Teflon-coated
Belleville spring washer and top-loaded extruded cup
with 3 mm glass bulb containing no plastic parts, and
having a temperature rating of [155°F (68°C}] [175°F
(79°C)]. Sprinklers shall have a nominal K-factor of 5.8.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish— specify]. Residential horizontal
sidewall sprinklers shall be Reliable Model F1 Res 58,
SIN R3513 (Bulletin 135).
Model F1 Res 44 & 58 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model F1 Res 58 horizontal
sidewall sprinkler with the following modifications:
Replace "horizontal sidewall sprinkler" with "recessed
horizontal sprinkler." Add: Recessed escutcheon
assembly shall be a steel, two-piece escutcheon with'/z"
adjustment (Model F2). Standard finish shall be
[brass][bright chrome] [white painted] [Special finish—
specify]. Residential recessed horizontal sidewall
sprinklers shall be Reliable Model F1 Res 58/F2, SIN
R3513 (Bulletin 135).
Model F1 Res 76 Pendent
Sprinklers shall be [cULus Listed] low flow residential
pendent sprinklers engine�red to provide a minimum
design density of 0.10 gpm/ft over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard.
Sprinkler frame and deflector shall be of bronze frame
construction having a 3/a" NPT thread. Water seal assembly
shall consist of a Teflon-coated Belleville spring washer and
machined cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (68°C)]
[175°F (79°C)]. Sprinklers shall have a nominal K-factor of
7.6. Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish— specify]. Residential pendent
sprinklers shall be Reliable Model F1 Res 76, SIN R7618
(Bulletin 135).
11.
Model Fi Res 76 Recessed Pendent/F1,
Model F1 Res 76 Recessed Pendent/F2,
Model F1 Res 76 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] low flow residential
recessed pendent sprinklers engineer�d to provide a
minimum design density of 0.10 gpm/ft over the listed
coverage area. Listed flows as specified by the
manufacturer's technical data sheets are to be used.
Residential sprinklers shall be installed in conformance
with the manufacturer's installation guidelines and the
applicable installation standard. Sprinkler frame and
deflector shall be of bronze frame construction having a
3/a" NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer and machined
cup with 3 mm glass bulb containing no plastic parts, and
having a temperature rating of [155°F (68°C)] [175°F
(79°C)]. Sprinklers shall have a nominal K-factor of 7.6.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish— specify]. Recessed
escutcheon assembly shall be a steel, two-piece
escutcheon [with '/2" adjustment (Model F2)] [with 3/a"
adjustment (Model F1)] [of push-on and thread off design
with'/z" adjustment (Model FP)]. Standard finish shall be
[brass][bright chrome] [white painted]. Residential
recessed pendent sprinklers shall be Reliable [Model F1
Res 76 Recessed Pendent/F1] [Model F1 Res 76
Recessed PendenUF2] [Model F1 Res 76 Recessed
PendenUFP] SIN R7618 (Bulletin 135).
Model F1 Res 76 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] low flow residential
concealed sprinklers engin�ered to provide a minimum
design density of 0.10 gpm/ft over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard.
Sprinkler frame and deflector shall be of bronze frame
construction having a 3/4" NPT thread. Water seal assembly
shall consist of a Teflon-coated Belleville spring washer and
machined cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of 155°F (68°C).
Cover plate assembly shall consist of a brass cover plate
and copper alloy retainer flange. Method of attaching the
cover plate to the sprinkler cup shall be a push-on and
thread-off design allowing a'/z" cover plate adjustment.
Cover plate temperature rating shall be 135°F (57°C). A
plastic protective cap shall be provided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before the
cover plate is installed. Standard cover plate finish: [White]
[Custom Color— specify]. ]. Concealed pendent sprinklers
shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin
135).
CATALOG C-CF-0404
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ELBOWS continued
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APPROX. DIM.B DIM.0
NOM.5IZE NETWLlLBS. INCHES INCHES
� �I I�
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607
90° Elbow - Close Rough
CXC-WrOt
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31/2 2.94 23I8 2'/e
4 4.23 Z25I32 2z'/3z
5 7.74 2'/e 2'/a
6 10.95 3'/�s 3�hs
8 29.50 423I32 423�32
12
�
���
707
90° Elbow - Close Rough
CxC-Cast
�I� '� � e �
�
� ��4 X � �.42 � 5�8 � 15�32
1 1/4 x 3/4 0.34 9/,e 13I16
� ��4 X �%2 �.28 15�32 Z��32
1 112 x 1 0.54 "/ie 1
1 1/2 x 3/4 0.42 19/sz 3��32
1 1/2 x 1/2 0.40 5/e 29/3z
2 x 1 1/4 0.86 '/a 1'/n
2 x 1 0.78 3/a 1�/a
2 x 3/4 0.69 '/a 1�/a
21 /2 x 2 2.16 13/i� 19/sz
3x21/2 2.26 1"/ie 1'/z
3 x 2 2.68 � 3I8 19/ie
4X3 5.�8 �Z9�32 Z�SI32
�. .
607-I
90° Elbow -
Intermediate Radius C x C- Wrot
��2 0.06 79�32 19�32
5/8 0.09 '/s '/a
3/4 0,14 13hs 3/is
1 0.24 1�/ie 1�/�e
{ �I�.. :,
607-LT
90° Elbow - Long Radius
CXC-WfOt
��...� � � �
�
3/16 O.D. 0.01 13�3z 13�32
��8 0.�� 13�32 13�32
5/16 O.D. 0.02 9I16 9/is
��4 �,�2 ���32 »�32
1/4 x 1/8 0.01 19/sz '/z
3/$ �.�4 23I32 23�32
� �2 0.08 ��e ��e
1/2 x 3/8 0.06 13/is 13I16
��Z X ��4 �.�3 25�32 21�32
5�8 �. � � � 3�32 � 3�32
5/8 x 1/2 0.09 1'/ie 1'/,a
3/4 0.16 1�/s 1�/s
3/4 x 5/8 0.13 1�/a � 3I32
3/4 x 1/2 0.10 1'/a 1'/ie
%�8 �.28 � 79�32 � 19�32
1 0.28 1'/ie 1'/is
1 x 3/4 0.20 1'/a 1'/e
j x5/$ �.�5 �13I32 �3I32
11/4 0.42 1�/e 1�/s
1 1/4 x 1 0.33 �25�32 1�/z
11/2 0.66 2'/a 2�/n
2 1.23 215/,s 215/,a
21/2 1.96 3"/is 3"hs
3 2.93 4'/sz 4'/sz
4 5.95 5'/a 5'/a
Consult price sheet for Made to Order items and
for minimum order quantities.
NIBCO WC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST, • ELKHART, W 46516-4740 • USA • PH: 1.800.234.0227
TECH SERVICES PH: 1.886.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: +1.574295.3221 • FAX: +1.574.295.3455
www.nibco.com
ELBOINS continued
,
.a
�
� i 1
� F -+1
1.
� ' � �� � .
APPROX. DIM. B DIM. C',
NOM. SIZE NET WTJLBS. INCHES INCHES '
� � _.�_!.
'�R G �
i � i
� ��
607
90° Elbow - Close Rough
CXC-WfOt
�/$ �.Q� 73I32 13I32
1 /4 0.02 9/sz 9/sz
3!8 0.03 �/2 �/z
��2 �.�4 3�fi 3�8
��Z X 3�8 �,�4 �I16 21�32
3/4 0.10 '�/sz '�/sz
3/4 x 5/8 0.12 29/3z '/a
3�4 X ��2 �. � � ���32 3�4
� �.Z� Z3�37 23�32
1 x 3/4 0.16 23�32 5/a
� ��4 �.3� ���32 ���32
� ��4 X � �.3� � SI8 ��D�32
1 1/2 0.46 1�/3z 1'/az
� ��2 X � ��Q 0.35 �5�32 �3I32
2 0.84 1'/z 1'/z
2 x 1 1/Z 0.58 1'/is 1'/a
21 /2 1.41 127/3z 1 z7/3z
3 2.�% 23I32 23I32
3 �/Z 2.94 Z3I8 Z3�8
4 4.23 22'/sz 22'/sz
5 %.%4 2��8 2��6
6 10.95 3�/,s 3�/ie
8 29,50 423I32 423�32
�Z
�.
�
' :�
.... ...,�,�: ,.;., ,
707
90° Elbow - Close Rough
CxC-Cast
� �...� i � ��
1 1/4 x 1 0.42 15/a 115/sz
1 1/4 x 3/4 0.34 9hs 13/is
1 1/4 x 1/2 �.28 15�32 Z��32
1 1/2 x 1 0.54 "/�s 1
1 1/2 x 3/4 0.42 19/sz 3��32
1 1/2 x 1/2 0.40 5/e Z9I32
2 x 1 1/4 0.86 �/e 1�/a
2 X � �.%8 3�4 ���4
2 x 3/4 0.69 5/a 1'/a
21 /2 x 2 2.16 13/�c 19/3z
3 x 2 U2 2.26 1"hs 1'/z
3 x 2 2.68 �3I8 19/is
4 x 3 5.18 129/sz 215/3z
�
xi� 3
:.�*.- � ��
-- n -
607- I
90° Elbow -
Intermediate Radius C x C- Wrot
��2 �.�6 ���32 19�32
5/8 0.09 '/e �/s
3/4 0,14 13�16 3�16
1 0.24 1'/ie 1'hs
�� ��
�� - � ��
_ -
607-LT
90° Elbow - Long Radius
CXC-WrOt
N��il'1�iii • •' � , ,
3/16 O.D, 0,01 13I32 13�32
��8 �.�� 13�32 13%32
5/16 O.D. 0.02 9/is 9/ie
��4 �.�Z ���32 17�32
1/4 x 1/8 0.01 19/sz '/z
3/$ 0.�4 23I32 23�32
1 /2 0.08 �/a '/a
1/2 x 3/8 0.06 13I16 13I16
1/2 x 1/4 0.03 Z'/sz Z'/sz
5/$ Q. � � � 3�32 � 3I32
5/8 x 1/2 0.09 1'/�s 1'he
3/4 0,16 1'/s 1'/a
3/4 x 5/8 0.13 1'/a 13/3z
3/4 x 1/2 0.10 1'/e 1'/ie
)/$ �.28 �19I32 �19�32
� �.Z$ ���16 ��I16
1 x 3/4 0.20 1'/a 1'/e
� X 5�8 0.15 � 13I32 � 3I32
11/4 0.42 17/a 1�/s
1 1/4 x 1 0.33 �25I32 1'/z
11/2 0.66 2'/a 2'/a
2 �.23 Z15�16 275�16
21/2 1.96 3'�/is 3'�/�e
3 2.93 4'/3z 4'/3z
4 5.95 5'/a 5'/a
Consult price sheet for Matle to Order items and
for minimum order quantities.
NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227
TECH SERVICES PH: 1.888.446.4226 • FAX. 7.800.234.0557 • WTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: i1.574.295.3455
www.nibco.com
TEES continued
i
�
�
_ �
o -�-�---••- s -►�
705-D
Vent Elbow C x C- Cast
j/2 �.�� ��16 ��16 Z��32
3/4 �.20 9�16 9�16 29�32
� 0.3� 23�32 23I32 ���32
..,ti,,,,,.r, --
1�., ,� , ��.�..`'. I' 'I
�.'(�
710-3
TeeFxFxC-Cast
1/2 0.20 9/is �/a '/s
3/4 0.37 "/ie 1 1
3/4 x 3/4 x 1/2 0.31 ��/is 31�3z 31�32
3/4 x 1/2 x 3/4 0.29 '�/ie 1 15/ie
3/4 x 1/2 x 1/2 0.27 ��/,e 31/sz 1/e
: �-...��` �.
'�t�h^ � � -� ' ��i���i �� �
� �` _ �" '� i��11�i �
710-3-4
TeeMxFxC-Cast
3/4 0.34 "/ie 1��/3z 1
3/4 x 3/4 x 1!2 0.33 "/ie 1'/az 31I32
Consult price sheet for Made to Order items antl
for minimum ortler quantities,
� �*
. ,
� ,,�: � �' �?�
!
611
TeeCxCxC-Wrot
3/160.0. 0.01 ��32 ��32 7�32
1/8 0.02 '/a '/a '/sz
��8 X ��8 X ��4 �,QZ 13�32 13I32 1�4
1/S x 1/8 x 3/160.0. 0.01 �/a �/a '/is
1/8 x 3/16o.o.x 1/8 0.01 �/a "/sz '/sz
5/160.0. 0.02 3�8 3�6 5�16
5/16o.o.x 5/16o.o.x 1/4 0.02 3/a 3/s '/a
5/16o.o.x 5/16o.o.x 1/8 0.02 3�8 3�8 13I32
5/1600.x 1/8 x 5/160.0. 0.02 3�8 13I32 5%1fi
5/l6o.o.x 1/8 x 1/S Q.�2 3/g 13�3Z 13�32
1/4 �.�2 5�76 5I16 ��4
1/4 x 1/4 x 1/2 0.06 19/3z 19/3z 3/a
1/4 x 1/4 x 3/8 0.04 "/az '�/sz "/sz
1/4 x 1/4 x 5/160.0. 0.02 5/is SI16 5/ie
1/4 x 1/4 x 1/8 �.�2 5�16 5I16 13�32
1/4 x 1/4 x 3/160.0. 0.02 5I16 5I16 ��16
1/4 x 5/16o.o.x 1/4 0.02 5/is 3/s '/a
1/4 x 1/8 x 1/4 0.02 5/�s 13�3Z ��,�
��4 X ��8 X ��8 �.OZ 5�16 13I32 3�8
3/8 0.04 '�/3z ��/az "/sz
3l8 x 3/8 x 1/2 0.07 "/3z '�/3z 3/s
3/8 x 3/8 x 1/4 0.04 '�/3z ��/32 15�3�
3/8 x 3/8 x 5/16a.o. 0.04 "/sz "/sz "/sz
3/8 x 3/8 x 1(8 0.04 "/az "/sz "/sz
3/8 x 1/4 x 3/S 0.04 "/sz "/3z "!sz
3/S x 1/4 x 1/4 0.04 ��/sz »/sz 15I32
3/8 x 1/4 x 1/8 0.04 "/3z "/3z 9I16
3/8 x 1/8 x 3/8 0.04 "/3z '�/3z "/sz
3/8 x 1/8 x 1/8 0.04 "/3z '�/sz '�/sz
1/2 0.06 ��/az "/az ���32
1/2 x 1/2 x 1 0.29 1 1 21 /3z
1/2 x 1/2 x 3/4 0.12 "/3z "/sz "/s2
1/2 x 1J2 x 5/8 D.11 '/e 5/e �/i�
1/2 x 1/2 x 3/8 0.07 '/is 5/is t3I32
1/2 x 1/2 x 1/4 0.06 '/is Shs �/ie
U2 x 3/8 x 1/2 0.07 'hs "/sz 3/a
1/2 x 3/8 x 3/8 0.06 '/�e "/sz 13I32
1/2 x 3/8 x 1/4 0.06 5/is "/3z ��/3z
1/2 x 1/4 x 3/8 0.06 '/is 5/e �/is
Continues...
NOTE: Tee sizes are read Run x Run x Outlet.
5�8 �.�2 ��16 ��1fi ��16
5/8 x 5/8 x 3/4 0.15 23�32 23�32 '/z
5/8 x 5/8 x 1/2 �.�� ��16 ��16 13�32
5/8 x 5/8 x 3/8 0.09 �hs �hs 5/s
5/8 x 5/8 x 1/4 0.09 '/�s '/ie 3/a
5/8 x 1/2 x 5/8 0.10 '/is 5/a '/ie
5�8 X ��Z X ��2 �.�9 ��16 19�32 13I32
5/8 x 3/8 x 5/8 0.10 '/is 3/n �/is
5/8 x 3/8 x 3/8 0.09 �/ie 3/n 5/s
3/4 0.15 '/z �/z '/z
3/4 x 3/4 x 1 0.22 23�32 23I32 '/z
3/4 x 3/4 x 5/8 0.16 "/sz »/sz "/�s
3/4 x 3/4 x V2 0.12 '/ie �/ia "/3z
3/4 x 3/4 x 3/8 0.12 '/ie �/ie 21/sz
3J4 x 3/4 x 1/4 0.12 73/az 13/sz 73�32
3/4 x 3/4 x 1/8 0.12 '/ie '/ie 13�16
3/4 x 5/8 x 3/4 0.15 17/sz "/is '/z
3/4 x 5/8 x 5/8 0.15 ��/az 23/�z "/ie
3/4 x 1/2 x 3/4 0.15 "/3a 25I32 '/z
3/4 x 1/2 x 1/2 0.12 13�32 ��/sz �/z
3/4 x U2 x 3!8 0.12 'he Z'/sz 21/sz
3/4 x 3/8 x 3/4 0.15 "/sz ��/32 �/z
3/4 x 3/8 x 1/2 0.12 �/ia 23/sz ��/32
3/4 x 3/8 x 3/8 0.12 '/ie 23/az Z'/3z
]/8 �.3� 23�32 z3�32 Z3I32
1 0.30 ��/ie "/ie 21/sz
� X � X � ��2 �.6� ����32 �11I32 31I32
1 x 1 x 1 1/4 0.42 1 1 Z9I32
� X � X 3�4 �.2� 9�16 ��16 21�32
1 x 1 x 5/8 0.26 9/is 9hc �/a
� X � X ��2 �.23 15�32 15�32 23%32
� X � X 3�8 �.23 ���32 15I32 29I32
� X � X ��4 �.23 ���32 75I32 �
1 x 3/4 x 1 0.29 '�/ie �/a Z�/sz
1 x 3/4 x 3/4 0.26 9/ie 23I32 3/a
1 x 3/4 x 1/2 0.22 15/32 Z'/3z Z3/3z
Continues.. .
NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA � PH: 1.800.234.0227
TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455
www.nibco.com
17
T E E S continued
; k
:,
4,� ��
_ , ;� �;�
611
Tee C x C x C- Wrot continued
1 x 1/2 x 1 0.29 ��/�e 1 Z'/az
1 x 1/2 x 3/4 0.27 9/ie 13I16 3/a
� X ��2 X ��2 �,ZZ 15I32 ZSI32 23I32
� �/4 0.43 13�16 3�76 13I16
1 1/4 x 1 1/4 x 2 j.j3 �30�37 �30�32 �3I32
1 1/4 x 1 1/4 x 1 1/2 0.60 13/is � 3I16 29/3z
1 1/4 x 1 1/4 x 1 0.45 75/3z 25I32 29/sz
1 1/4 x 1 1/4 x 3/4 0.37 Z'/sz 21/3z 3/a
1 1/4 x 1 1/4 x 1/2 0.30 '/z '/z z'/3z
1 1/4 x 1 1/4 x 3/8 0.34 23I32 23I32 z9/3z
1 1/4 x 1 x 1 1/4 0.43 13�16 1'/sz 13�15
1 1/4 x 1 x 1 0.47 25I32 �/e 29/sz
1 1/4 x 1 x 3/4 0.35 Z'/3z 25I32 '/s
1 1/4 x 1 x 1/2 0.30 '/z 5/e 29/sz
1 1/4 x 3/4 x 1 1/4 0.42 13I76 1'/s 13/is
1 1/4 x 3/4 x 1 0.45 25I32 1�/sz z9/sz
1 1/4 x 3/4 x 3/4 0.37 21/3z �'/is �/a
1 1/4 x 3/4 x 1/2 0.30 '/z 3/a ��/sz
1 1/4 x 1/2 x 1 1/4 0.41 13/r 1�/3z �'/is
� �/Z �.6� 31I32 31I32 `9�32
� ��2 X � ��Z X z �.�� �25I32 �25�32 �3I32
1 1/2 x 1 1/2 x 1 1/4 0.62 29/sz 29�32 1�/�e
1 1/2 x 1 1/2 x 1 0.55 ���16 "/is '/a
1 1/2 x 1 1/2 x 3/4 0.45 "/ie "/is 1'/sz
1 1/2 x 1 1/2 x 1/2 0.40 '/z '/2 1'/sz
1 1/2 x 1 1/4 x 1 1/2 0.62 1�/sz � 3I76 29/3z
1 1/2 x 1 1/4 x 1 1/4 �.62 31 I32 � 3I32 31I32
1 1/2 x 1 1/4 x 1 0.51 25I32 1 1�/sz
1 1/2 x 1 1/4 x 3/4 0.49 '�/is 13I16 1'/sz
1 1/2 x 1 1/4 x 1/2 0.41 '/z ZSI32 1'/sz
1 1/2 x 1 x 1 1/2 0.59 1�/sz 1��/az Z9I32
11/2x1x11/4 0.63 29I32 1�/a 1'/is
1 U2 x 1 x 1 0.54 75/az 1'he 1'/3z
1 1/2 x 1 x 3/4 0.44 '�/ie 31/sz 15/ie
1 1/2 x 1 x 1/2 0,39 '/z 25I32 1'/sz
1 1/2 x 3/4 x 1 1/2 0.62 1'/3z 1�/ie 1'/is
1 1/2 x 3/4 x 1 1/4 0.58 29/sz 1"/sz 1'/ie
1 1/2 x 3/4 x 1 0.54 ZSI32 ��I4 1'/3�
1 U2 x 3/4 x 3/4 0.47 '�/ie �3I32 29/sz
1 1/2 x 3/4 x 1/2 0.39 '/� 19I32 3�I37
1 1/2 x 1/2 x 1 1/2 0.62 1�/3z �13�32 3�I32
Continues. ..
�
2 1.30 19/3z 19/3z 1'/sz
2 x 2 x 21/2 2.34 2 Z 121/3z
2x2x11/2 1.17 1�/n 1�/a �23I32
2 x 2 x 1 1/4 1.12 9/az 9I32 1�/s
2 x 2 x 1 0,90 27/3z 27/sz 1'/a
2 x 2 x 3/4 0.88 19/az '�/s2 1'/a
2x2x1/2 1,17 1�/a 1�/a 2�/a
2 x 1 1/2 x 2 1.16 19/az 1'/e 1��/3z
2 x 1 1/2 x 1 1/2 1.15 1'/a 13/n � 23I32
2 x 1 1/2 x 1 1/4 1.15 �/3z 13/a 1"/sz
2 x 1 1/2 x 3/4 0.83 21/3z �SI16 1'1sz
2 x 1 1/2 x 1/2 1.12 1'/a 125/3z 2'/a
2 X � ��4 X 2 �.58 �9�32 �15�32 �9�32
2x11/4x11/2 1.1G 1'/a �3��32�23I32
2x11/4x11/4 1.19 15/ie ���I32����32
2 x 1 1/4 x 1 0.90 Z�/sz � 9I32 1��/3z
2 x 1 1/4 x 3/4 0.85 Z'/sz 1 l e/zr
2 x 1 x 2 1.11 li/e 125/sz 1�/a
2 x 1 x 1 0.89 Z�/3z 19/3z 1"/sz
2 x 3/4 x 2 1.15 19/az Z3I16 1'/a
2 x 1/2 x 2 1.15 19/3z 23/s 1�/a
2 1/2 2.40 15/a � 5�8 15/a
21 /2 x 21 /2 x 2 1.97 � 5�16 � SI16 121/3z
21 /2 x 21 /2 x 1 1/2 1.53 13/az 13/sz 121/3z
21/2 x 21/2 x 1 1/4 �.�Z �3�32 �3�32 �Z��32
21 /2 x 21 /2 x 1 1.34 ZSI32 Z'/3z 1»/is
21 /2 x 21 /2 x 3!4 �.34 75�32 25�32 � 13I16
21/2 x 21/2 x 1/2 1.34 25/sz ZS/sz 2�/a
2 1/2 x 2 x 21/2 1.99 127/sz 23�37 1z7/sz
21/2 x 2 x 2 1.95 1��/3z 15/a 123/sz
2 1/2 x 2 x 1 1/2 1.57 �3I32 213�32 �Z��32
21 /2 x 2 x 1 1/4 1.57 13/sz � 19I32 � 27I32
21 /2 x 2 x 1 1.40 25I32 � 9I32 13/a
21 /2 x 2 x 3/4 1.35 2'/sz 19/sz 1 z'/3z
Z��ZX���ZX���2 �.�6 �3I32 �13�32 �3I8
21/2 x 1 1/4 x 21/2 2.40 121/�z 2'/is 1z1/3z
2 ��2 X � X 2 ��2 2.�4 �Z�I32 223�32 �Z�I32
21/2 x 3/4 x 21/2 2.00 �Z�I32 2���16 �21I32
21/2 x 1/2 x 21/2 2.46 1'/z 2'/32 1'/z
Continues. ..
� .�� � �
APPROX. DIMENSIONS
NET WT. INCHES
NOM. SIZE LBS. C F G
3 3.15 1'/a 1'/a 2'/3z
3 x 3 x 21 /2 3.55 � 29�32 ���32 Z3�8
3 x 3 x 2 3.1 9 �15�32 ��SI32 �3��32
3 x 3 x 1 1/2 3.08 �� 5I32 �� SI32 29�32
3 x 3 x 1 1/4 3.10 �15�32 �15I32 2'/is
3 x 3 x 1 2.12 27/3z 27/sz � 31�32
3 x 3 x 3/4 2.39 27/3z 27/sz 23�16
3 x 3 x 1/2 1.82 21/sz z7/3z 23I6
3 x 21 /2 x 3 3.08 1'/e Z3I8 � 31 �32
3 x 21/2 x 21/2 3.12 �29I32 Z��I32 25/3z
3 X Z ��2 X 2 Z.ZB �75I32 �2��32 �31�32
3 x 2 x 3 3.62 �29�32 Z��I32 ���/is
3 x 2 x 21/2 3.56 129/sz 29/,s 25/is
3XZX2 3.22 �15I32�3�I32�3��32
3 x 1 1/2 x 3 3.13 � 29I32 ZZSI32 23/sz
3 x 1 1/4 x 3 3.63 � 29I32 Z`SI32 ���I16
3 x 1 x 3 3.2� �31I32 Z�gI32 23Ii6
3 x 3/4 x 3 3.55 � 31I32 Z29I32 23/is
31/2 5.20 Z��I32 Z��I32 Z��I32
4 8.� 2 213I32 Z13I32 Z���32
4 x 4 x 3 6.70 2'/sz 2'/3z 221/3z
4 x 4 x 21/2 6.65 2�/sz 2'/sz 35/3z
4 x 4 x 2 5.82 ��SI32 ��SI32 2�/ie
4 x 4 x 1 1/2 3.94 ���I32 ����32 Z»�32
4 x 4 x 1 1/4 4.04 ���I32 �»�32 Z29I32
4x4x1 3.72 1 1 29/,e
4x4x3/4 3.70 1 1 2"/,s
4 x 3 x 4 7.05 2z'/sz 3�/sz 2"/sz
4 x 3 x 3 5.03 Z'/3z Z15�32 215�32
4 x 3 x 2 1/2 5.04 2�/3z Z15�32 ZZ9�32
4 x 3 x 2 5.87 � 15J32 � 3�I32 2'/ie
4 x 2 1/2 x 4 7.19 2z'I32 315I32 Z27�32
4 x 2 x 4 7.08 ZZ�I32 3t9�32 ZZ��32
Continued on next page.
Consult price sheet for Made to Order items and
for minimum order quantities.
NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0221
TECH SERVICES PH: 1.886.446.4226 • FAX: 1.800234.0557 • INTERNATIONAL SERVICE PH:.1.574.295.3221 • FAX: +1.574.295.3455
www.nibco.com
TECHNICAL DATA
�. .,� � ,,� ,,� ��._
�, .
4 5�,,�
`9P' S ��� . [ f: , _� : .4 I
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Color Commercially Available Lengths=
Tuhe Type Code Standard Application' Nominai or Standard Sizes Drawn Annealed
STRAIGHT LENGTHS:
Oomestic Water y�-inch to 8-inch 20 ft 20 f[
Service and Distribution, --- --- — --
Fire Protection, 10-inch _ 18 ft 18 ft
Solar, 12-inch 121t 12 ft
Green ASTM B 88' FueUFuel 0i1, COILS: �
TYPE K HVAC, ----- ---- --- 60 ft --
Snow Melting, �/,-inch to 1-inch � --
Campfessed Air, — 100 fi
Naturai 6as, Liquitied 1y, inch and 1'h-inch — 60 ft !
Petrole�m (LP) Gas, _ — ----- -- --
Vacuum — _ 40 ft _
2-inch 45 ft
Domestic Water STRAIGHT LENGTHS:
Service and Distribution, '/+-inch to 10-inch 20 ft 20 ft
Fire Protection, 12-inch __� 18 tt 18 it
Solar, ------ ----
TYPE L 81ue ASTM B 88 FueVfuel Oil, COILS: ___�_ __ __ _ ___
Natural Gas, Liquified — 60 ft __
Petroleum (LP) Gas, '�+-�nch to 1-inch — 100 ft
HVAC, 1 y, inch and 1'/=-inch — 60 � i
Snow Melting, _^ �-------- ----- i —
Compressed Air, — 40 ft _
Vacuum 2-inr.h — 45 ft
Domestic Water STRAIGHT LENGTHS: _�___ _ ____ _____
Seroice and Distribution,
Fire Protection,
TYPE M Red ASTM B 88 F�eUFuel Oil, '��-�nch to 12-inch 2D ft N/A
HVAC,
Snow Meliing,
Vacuum �
Drain: Waste, Vent. STRAIGHT LENG7NS: __ _ _____,
DWV Yellow ASTM B 306 HVAC, 1'/�-inch to 8-inch r 20 ft N/A
5olar I
Air Conditioning, STRAIGHT LENGTHS: __ _ ____ _
Reirigeratian, °/,-inch to 4'/a-inch � 2o ft __� �
ACR Blue ASTM B 280 Naturai Gas, Liquified ------- � ---
Petroleum (LP) Gas, COILS: _ ___ _ ______ __
Compressed Air �/,-inch ta 1'/e-inch — 50 ft
OXY, MED, STRAIGHT LENGTHS: ____ __ ___�_ .._ ____ v_
OXY/MtD, {K)Green Medical Gas
OXY/ACR, (L)Blue ASTM B 819 VacuPmssed Medical Air, ��,_inch to 8-inch 20 tt N/A
ACWMED
--- -- ----y------- ------------- 1--- -- -----�
' There are many other copper and copper alloy tubes antl pipes availabie tor specialized applications.
For information on these products, contact the Copper Development Association inc.
' Intlividual manufacturers may have commerciaily available lengths in addition to those shown in this table.
' Tube made to other ASTM standards is also intended for plumbing applications, aithough ASTM B 88 is by far the
most widely usetl. ASTM Standard Classification B 698 lists six plumbing t�be stantlards including B 88.
' Available as special order only.
20
Nominal Dimensions, inches Calculated Values (based on nominal dimensions)
Nominai or Weight Wei ht Contents of Tube
Cross Sectional y per linear ft
5tandard putside Inside Wall of Tube Onl , ofTube Water,
Size, inches Diameter Diameter Thickness Area af Bore, pounds pountls
sq inches Ger linear ft er linear ft Cu ft Gal
'/< .375 .305 .035 .073 .145 .177 .00D51 .00379
'/d .500 .402 .049 .127 .269 .324 .00088 .00660
'/: .625 .527 .049 .218 .344 .438 .00151 .0113
5/a .750 .652 .049 .334 .418 .562 .00232 .0174
'/, .875 .745 .065 .436 .64i .829 .00303 .0227
1 1.125 .995 .065 .778 .839 1.18 .00540 .0404
1'/. 1.375 1.245 .065 122 1.04 1.57 .00847 .0634
1'/z 1.625 1.481 .072 i.72 1.36 2.10 .0119 .0894
2 2.125 1.959 .083 3.01 2.06 3.36 .0209 .156
2'/� 2.625 2.435 .095 4.66 2.93 4.94 .0324 .242
3 3.125 2.907 .109 6.64 4.00 6.87 .0461 .345
3'/� 3.625 3.385 .12D 9.00 5.12 9.01 .0625 .468
4 4.125 3.857 .134 11.7 6.51 11.6 .0813 .608
5 5.125 4.805 .16D 18.1 9.67 17.5 .126 .940
6 6.7 25 5.741 .192 25.9 13.9 25.1 .180 1.35
8 8.125 7.583 271 452 25.9 45.4 .314 2.35
10 10.125 9.449 .338 70.1 40.3 70.6 .487 3.64
12 12.125 11.315 .405 101 57. 8 101 .701 5.25
Nominal Dimensions, inches Calcu{ated Values (based on nominal dimensions)
Nominal or Cross Sectionai Weight Weight Contents of Tube
Standard Outside Inside Wall of Tube Only, ofTube & Water, per linear ft
Size, inches Diameter Diameter Thickness Area of Bore, pounds pounds
sq inches per linear ft per Imear ft Cu ft Gal
'/+ .375 .315 .030 .078 .126 .160 .00054 .00405
'/a .500 .430 .035 .145 198 .261 .00101 .00753
yz .625 .545 .040 .233 .285 .386 .00162 .0121
5/e .750 .666 .042 .348 .362 .506 00232 .0174
'/, .875 .785 .045 .484 .455 .664 .00336 .0251
1 1.125 1.025 .050 .825 .655 1.01 .00573 .0429
1'/+ 1.375 1.265 .055 1.26 .884 1.43 .00875 .0655
1'/= 1.625 1.505 .060 1.78 1.14 1.91 .0124 .0925
2 2.125 i.985 .070 3.09 1.75 3.�9 .0215 .161
2'/� 2.625 2.465 .080 4.77 2.48 4.54 .0331 .248
3 3.125 2.945 .090 6.81 3.33 6.27 .0473 .354
;,';. J.UL'J 3.425 .100 9.2i 4.29 8.27 .0640 .478
4 4.125 3.905 .110 12.0 5.38 10.1 .0764 .571
5 5.125 4.875 .125 18.7 7.61 15.7 .130 .971
6 6.125 5.845 .140 26.8 10.2 21.8 .186 1.39
8 8.125 7.725 .200 46.9 19.3 39.6 .326 2.44
10 10.125 9.625 .250 72.8 30.1 61.6 .506 3.78
12 12.125 11.565 .280 105 40.4 85.8 .729 5.45
2l
Z2
r ��,t��. � ... ., . ... .. . .. .� ��-��� . � ... . . .... ., . . r . . . . . � . . . '
. �... ,�.��'1' .. . �`1�': �'. . i '.i. ... . . .
Nominal or Nominal Dimensions, inches Calcu{ated Values (based on nominal dimensions)
Standard ross External Internat Weight Contents
Size, Outside Inside Wall Sectional Surface, Surface, of Tube Only, of Tube,
inches Diameter Diameter Thickness Area of Bore, sq ft sq ft pounds cu ft
s inches per linear ft per linear tt per linear ft per linear ft
'/e A .125 .065 .030 .U0332 .0327 .0170 .0347 .00002
'/�e A .187 .128 .030 .0129 .0492 .0335 .0575 .00009
'/, A .250 .19a .030 _0284 .0655 .0497 .0804 .00020
5/�6 A .312 .248 .032 .0483 .0817 .0649 .109 .00034
,�a A .375 .311 .032 .076 .0982 .0814 .134 .00053
D .375 .315 .030 .078 .0982 .0821 .126 .00054
,�a A .500 .436 .032 .149 .131 .114 .182 .00103
D .500 .43Q .035 .145 .131 .113 .198 .00101
,�a A .625 .555 .035 .242 .164 .145 .251 .00168
D .625 .545 .040 .233 .164 .143 .285 .00162
A .750 .680 .035 .363 .196 .178 .305 .00252
'/a A .750 .666 .042 .348 .196 .174 .362 .00242
D .750 .666 .042 .348 .196 .174 .362 .00242
,�e A .875 .785 .045 .484 .229 206 .455 .00336
D .875 .785 .045 .484 .229 .206 .455 .00336
A 1.125 1.025 .050 .825 .294 .268 .655 .00573
1 �B D 1.125 1.025 .050 .825 .294 .268 .655 .00573
A 1.375 1.265 .055 1.26 .36D .331 .884 .00875
13�" D 1.375 1.265 .055 1.26 .360 331 .884 .00875
�;�8 A 1.625 1.505 .060 1.78 .425 .394 1.14 .0124
D 1.625 1.505 .060 1.78 .425 .394 1.14 .0124
2'/e D 2.125 1.985 .070 3.09 .556 .520 1.75 .0215
25/a D 2.625 2.465 .080 4.77 .687 .645 2.48 .0331
3'/a Q 3.125 2.945 .090 6.81 .818 .771 3.33 .0473
3°/e D 3.625 3.425 .100 9.21 949 .897 4.29 .0640
4'/e D 4.125 3.905 .110 12.0 1.08 1.02 5.38 0833
23
,ir`�1..(;'. 2{'. ljli?)L'E�SIOIi'i r1"i.: I�+II�c:-., . .. �.(:<i, �.i'C;:i I I�tarl Y j..l�;: . . . . ,�. . ,il3i .
Nominal or Nominal Dimensions, inches Calculated Values based on nominal dimensions)
Standard Cross Internal Weight Contents
Size, Outside Inside Wall Sectional surface, of Tube Only, of Tube,
inches Diameter Diameter Thickness Area of Bore, sqfeet pounds cu feet
s inches er linear K er linear ft per linear ft
,�� K .375 .305 .035 073 .�789 .145 .00051
t .375 .315 .Q30 .078 .0825 .126 .00054
,�e K .500 .402 .049 .127 .105 .269 .00088
L .500 .430 .035 .145 .113 198 .00101
,�Z K .625 .527 .049 .218 .130 .344 00151
L .625 .545 .040 .233 .143 .285 .00162
S�B K .750 .652 .049 .334 .171 .418 .00232
L .750 .666 .042 .348 .174 .362 .00242
,�� K .875 .745 .065 .436 .195 .641 .003�3
L .875 .785 .045 .484 .206 .455 .00336
1 K 1.125 .995 .065 .778 .261 .839 .OQ540
L 1.125 1.025 .050 .825 .268 .655 .00573
K 1.375 1.245 .065 1.222 .326 1.04 .Q0845
1�4 L 1.375 1.265 .055 126 .331 .884 .00873
K 1.625 1.481 .072 1.72 .388 1.36 .0120
1�Z L 1.625 1.505 .060 1.78 .394 1.14 .0124
2 K 2.125 1.959 .083 3.01 .522 2.06 .0209
L 2.125 1.985 .070 3.09 .520 1.75 .0215
K 2.625 2.435 .095 4.66 .638 2.93 .0323
2��2 L 2.625 2.465 .OSO 4.77 .645 2.48 .0331
3 K 3.125 2.907 .109 6.64 .761 4.00 .0461
L 3.125 2.945 .090 6.81 .761 3.33 .0473
K 3.625 3.385 .120 9.�0 .886 5.12 .0625
3 h L 3.625 3.425 .100 9.21 .897 4.29 .0640
4 K 4.125 3.857 .134 11.7 1.01 6.51 .0811
L 4.125 3.905 .110 12.0 1.02 5.38 .0832
5 K 5.125 4.805 .160 18.1 1.26 9.67 .126
L 5.125 4.875 .125 18.7 1.28 7.61 .130
6 K 6.125 5.741 .192 25.9 1.50 13.9 180
L 6.125 5.854 .140 26.8 1.53 10.2 .186
8 K 8.125 7.583 271 45.2 1.99 25.9 .314
L 8.125 7.725 .200 46.9 2.02 19.3 .325
24
*�L.� ,�e1. f3�!P�j "f?i.:C(1�1 t1��}-'y�t i� i , cr.;� . '!j i�;i f .iS .I. '. (�'i. l .
. _.
r�f�!_E :il]. ���CC� �l1f$!IT:�� �:i�<<Jl'�(111(� 1=C�i51,;�:;? 11i1' t:(:�;,r,F,' �s 7ii�t"' . `�':'�:.'.
NOTE: ' Based on maximum allowable stress in tension (psi) for the indicated temperatures (°�, see page 12.
"When brazing or welding is used to join drawn tu6e, the corresponding annealed rating must be used, see page 12.
25
?'AE3l,�� 3r, ts_�fe(J lt�t?:Trt3� i , � � . .._� , � {; ,� j � 1, i >. !'; ui= I,v�,
ird^rR;1t�P��.;,�ri, i�r t� f r �;,,t..
T'A�3Lc: 3d. Ratetl {t�ternal W�rkiny �'res�:rrs� !or Ccpp�r T��1:�; U1,!;;l'
NOTE: 'Based on maximum allowable stress in tension (psi) forthe indicatetl temperatures (°F), see page 12.
"When hrazing or weiding is used to join drawn tube, the corresponding annealed rating must be used, see page 12.
""Types M and DWV are not normally available in the annealed temper. Shaded values are provided tor guidance when drawn temper tube
is brazed or weltled, see page 12.
26
Tl1t��� 3c. Rated Internai'�lurki��y +'ies;.tfre ior �:nppei iut;e: TY°E C;;"
TABLE 3d. Rated lnterna(1Nerkii�y F'��es�i�re tor r,,��;par ; ut�e� DW�!"
NOTE: ' Based on maximum allowable stress in tension (psi) for the indicated temperatures (°F), see page 12.
*' When brazing or weiding is used to join drawn tube, the corresponding annealed rating must be used, see page 12.
i"'Types M and DVIN are not normally available in the annealed iemper. Shaded values are provided for guidance when drawn temper tube
is brazed or welded, see page 12.
F3�
�� Srsr�nn
�.� S�nisoR�s
WFD Series
Vl/aterflow Detector
System Sensor's WFD series is compatib(e
wrth schedule 10 through 40 steel pipe, sizes
2"through 8", and can be mounted in a verrical
orhorizontal position.
Features
� Two-inch conduit openings in new WFD30-2 models
• UL listed models are NEMA 4 rated
• Sealed retard mechanism immune to dust and other contaminants
• Visual switch activation
• Field replaceable retard mechanism and SPDT switches
• Rugged, dual SPDT switches enclosed in a durable terminal block
• Accommodates up to 12 AWG wire
• Designed for both indoor/outdoor use
100 percent s�mchronization activates both alarm panel and
local bell
• Tamper resistant cover screws
Agency Listings
�� U�C �4 MEA FM
LISTED O approved ppPROVED
c?;a .^c��q 77'bi?09:140 16?-Si-E Ib^l5A:.AH
Robust Gonstruetion.The WFD series consists of a rugged,
NEMA 4 rated enclosure. Designed for both indoor and outdoor
use, the WFD series operates across a wide temperature range, from
32°F to 120°F.
Reliable Performance. UL listed models are equipped with
tamper resistant cover screws to prevent unauthorized entry. Inside,
two sets of SPDT (Form C) synchronized switches are enciosed in a
durableterminal blockto assure reliable performance.
FalseAlarm Immunity.The WFD series incorporates a mechanical
retard feature, which minimizes the risk of faise alarm due to
pressure surges or air trapped in the sprinkler system. In addition,
the mechanical retard's unique sealed design is immune to dust and
other contaminants.
Simplified Operation.The WFD series is designed to simplify
installation.Two conduit openings permit easy attachment to the
local alarm system.The retard mechanism and dual SPDT switches
afe field-replaceable.
�
Waterflow Detector Specifications
Vane-iype waterFlow detectors shall be installed on system pipinq as designated on the drawing and/or as specified herein. Detectors shall mount on any
dear pipe span o=the appropriate nominal size, either a vertical upFlow or horizontal run, at least 6"from anyfittings which may change water direction,
flow rate, or pipe diameter or no doser :han 24"from a valve or dra;n. Detectors shall have a sersitivity in the range of 4 to 10 gallons per minute and a
static pressure rating of 450 psi" for 2"– S" pipes. The detector shall respond to waterflow in th2 specified direction after a preset time delay which is field
adjustabie.The delay mechanism shall be a sealed mechanic.al pneumatic unit with visual indication of actuation.The actuation mechanism shall include
a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shail consist of dual
SPDT switches (Form C contacts).Tovo conduit entrances for standarc fittings ef commonly used electrical conduit shall be provided on the detectors.
A grounding provision is provided. Uniess noted, endosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by
Under�vriters Laboratories Inc. for indoor or outdoor use.
5tatic Pressure Rating 450 P51* Operating Temperature Range 32°F to 120°F (0°C to 49°C)
Maximum Surge 18 Feet Per 5econd (FPS) Enciosure Ratinc�* NEMA 4– suitable for indoor/outdoor use
Triggering Thresho}d 4-10 GPM CoverTamper SwiYCh Standard with ULC models, optional for UL
Bandwidth (Flow Rate) models, part no.546-7000
Conduit Entrances Tvao openinys for Yz"conduit. Service Use Automatic Sprinkler: NFPA-13
One open, one knock-out type One orTwo Family Dwelling: NFPA 13D
Residential Occupancies up to 4 Stories: NFPA 13R
National f-ire Alarm Code: NFPA-72
Contact Ratings Two sets of SPDT (Form C) U.S. Patent Numbers 3,845,259
10.0 A, Yz HP @ 125/250VAC 4,782,333
2.5 A@ 6/12/24 VDC 5,213,205
Compatible Pipe Steel water pipe, schedule 10 through 40 Warranty 3 Years
� . . � ..
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• ��J�a��'�f
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Delay Adjustment Dial
ooiav � �,"�• �a w+
adjustmen� /�;�
diW / �
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Nore: kowra uma mar exreea eo �,�o�ws.
naj�si a�d �e�ry ma� r�,� an9s ooc exraea so ��o�e:.
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•
UL•Model , ULC Model Pipe Size Hole Size Shipping Weight
WFD20 WFD20A 2" lYa" 4.21bs.
WFD25 VdFD25A �'/z" 1'/a"" 4.31bs.
WFD30-2 WFD30-2A 3" ?" 4.S Ibs.
WFD35 WFD35A 3V"z" 1Ya"" 4JIbs.
WFD40 WFD40A 4"' 2" 5.21bs.
WFD�O WFDSOA 5° 2" 631bs.
WFD60` WFD60A 6"" 2" ci.8lbs.
WfD80" WFD80A 8" 2" 7.5Ibs.
Accessories
A3008-00 Retard mechanism
A77-01-02 Terminal block
546-7000 Tamper proof switch kit
WFDW Tamperproofwrenchforcover
WFDN4 Gasket kit
*Maximum pressure rating 400 psi as approved by Factory Mutual.
�� SYSTEM �z�,,sY=,Ert,Se�,���.
3825 Ohio Avenue • St. Charles, IL 60174 �«n�RS,�e<fi���,��s�„r�;�tt;om��,9��w�tho����u��us��.n��m����.����r��
��� .SENSOR Phone:800-SENSOR2•Fax:630-377-6495 «�«'nt?raiuctinfcrma�ion,indud�ngihrlatestvrrsi�noFhisdatashmt.
F05�0180-011.3!'J7�AIG76
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
The Series 705W butterfly valve features an approved weatherproof actuator housing
approved for indoor or outdoor use. It has a ductile iron body and disc with EPDM disc
coating. The body is coated with a heat fused polyphenylene sulfide blend to meet FM
requirements. Designed for fire protection services only, Series 705W valve is UL Listed
and FM Approved for 300psi/2065kPa service. Contact Victaulic for details of agency
approvais.
WEATHERPROOFACTUATOR
Supervisory switches that monitor the valve in the fully open or fully closed position for
valves are available 21/z — 12"/65 — 300mm pre-wired (PW).
OPTIONAL SUPPLY-SIDE TAP
Series 705W valves are available with a'/z" (for 2'/z", 76.1 mm and 3" sizes) or �/a" (4 —
12"/100 — 300mm sizes) NPT supply side tap designed to allow direct water supply
connection to Victaulic FireLock actuated fire protection valves. See separate drawings
below. This is an optional feature and must be clearly noted on all orders.'/a" tap avail-
able by special order. Contact Victaulic for adtlitional information on tapped valves.
MATERIAL SPECIFICATIONS
JOB/OWNER
System No.
Location
_��__. .._ �,o � ���_ �
����U� �s � FM ��LPGB � aE vds
See Victaulic publication 10.01 for details
Body: Ductile iron conforming to ASTM A-536, coated with polyphenylene sulfide blend.
Disc: Ductile iron conforming to ASTM A-536, various grades, EPDM coated.
Disc Coating:
• Grade "E" EPDM
EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C.
Recommended for cold and hot water service within the specified temperature range plus a
variety of dilute acids, oil-free air and many chemical services. UL classified in accordance
with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT
RECOMMENDED FOR PETROLEUM SERVICES.
Stem Bearings: Tefion impregnated fiberglass with stainless steel backing.
Stem Bearing Nuts: Type 416 Stainless Steel.
Tap Plug: Carbon steel, plated.
0-Ring: EPDM
Bracket: Carbon steel, painted.
Actuator.
• 2'/z — 8"/65 — 200 mm: Bronze traveling nut on a steel lead screw, in a ductile iron housing.
• 10 — 12"/250 — 300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing.
CONTRACTOR
Submitted By
Date
ENGINEER
Spec Sect
Approved
Date
Para
www.victaulic.com
�ctaul�c°
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. � 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRWTED W THE USA. ������»••^���^^^^Y-
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SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
MATERIAL SPECIFICATIONS
Handwheel:
10.18
*VdS version not UL Listed, FM Approved or LPCB Approved.
www.victaulic.com
VICTAULIC IS A REGISTERED TRADE61ARK OF VICTAULIC COMPANY. C� 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PR WTED IN THE USA.
�ctaul�c°
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._ _.�ti �_— �.,_>;;t;...,. !����� ��'s��
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
MATERIAL SPECIFICATIONS
Handwheel:
10.18
*Vd5 version not UL Listed, FM Approved or LPCB Approved.
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. � 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA.
✓ctaul�c
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SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
DIMENSIONS - c �� us FM LPCB
lO.lO
244 ' 2.875 3J? 8J6 4.21 6.08 3.00 0.00" O75 83
65 73.0 95.6 222.5 106.4 154.4 76.2 0.0 " 19.1 3.8
'6.1 mm 3.000 3.77 376 4.21 0.08 3.00 0.00 " 0.75 83
76.1 95.6 222.5 106.9 154.4 76.2 0.0 * 19.1 3.S
3 3500 3J7 9.40 O.OS 4.Zi 6.08 3.00 0.00 * 0.75 89
&0 88.9 95.6 238.8 2.0 106.9 154.4 76.2 0.0 " 19.1 4.0
4 4500 4.63 10.84 0.07 6.07 6.98 3.00 0.73 1.13 149
100 7143 117.6 2753 1.3 152] 1773 70.2 18.5 28.7 6.8
_ ..
1397 nm SS00 S.S3 1238 0.43 6.01 8.57 4.50 _ _ 21.0
134.7 149.4 315.5 10.9 157,7 217,7 1143 9.5
5 5.563 5.88 12.38 0.43 6.01 8.57 4.50 z1.�
125 7413 149.4 314.5 10.9 152.7 217J 1143 4.5
165.1 mm 6.SG0 5.88 13.41 1.00 7.51 932 4.50 1.60 1.f38 265
165.1 149.4 340.6 25.4 190.8 236.7 1143 40.6 47.8 12.0
6 ! 6b25 5.83 13.41 1.00 '.51 9.32 4.50 1.60 1.88 7_6.5
150 1583 14�.4 340.6 Z5.4 190.8 235.7 1143 40.6 47.8 12.0
S $.625 533 16.50 127 9.65 iQ98 630 0.00" 0.68 43.0
200 219.1 135.4 419J 32.3 245.7 2i8.9 160.0 0.0' 17.3 19.5
10 10J50 6.40 19.14 1J2 12.20 16.19 9.00 50.0
250 '
273.0 162.5 486.2 43J 309.9 411.2 228.6 363
12 12J50 6.50 2L54 2.66 14.25 1722 9.00 102.0
300 ' 323.9 165.1 547.1 67.5 362.0 437.4 228.6 46.3
" On Centerline
# These dimensions apply only to a Series 705W �utterfly Valve with a Yz-inch NPT, supply-side tap
1. To prevent rotation of valves. it is recommended that Series 705W be installed with Victaulic Style 07 Zero-Flex�, Style 005 FireLock, Style 009/009V FireLock
EZ, or Style HP-7o Rigid Couplings. If Victaulic flexible couplings are used. additional support may be required.
2. Vaive must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body.
3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not perinitted for use with plain end (IPS) pipe.
4. Series 705W valves are designed for ambient weather conditions as opposed to submersible service.
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www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 6 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. �Ct'caUI1Cg
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SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERUICE
DIMENSIONS - VdS
10.18
2'h 2.875 3.77 8J6 4.7_1 6.08 4.92 0.00 * O75 8.3
65 i3.0 95.b 222.5 106.9 154.�r 125 0.0" 19.1 3.8
' 3.000 3J7 SJ6 4.21 0.08 4.°2 0.00* 075 83
76.1 mm 76.1 95.6 22Z5 106.9 154.4 125 0.0' 19.1 3.8
3 ' 3.500 377 °.40 0.08 4.21 6.08 492 0.00 * OJS 8.9
80 ' 889 95.6 238.5 2.0 1069 154.4 125 0.0 * 19J 4.0
4 ' 4S0p 4.63 10.84 0.07 6.01 6.98 492 073 1.13 14.9
100 ' 1143 117.6 2753 1.8 152.7 1773 125 78.5 28J 6.8
13Q?mm �.�00 5.88 12.38 0.43 6.01 8.57 7.87 _ _ 21.0
139.7 149.4 314.5 10.9 152] 217J 200 9.5
.5 '; 5.563 5.88 7238 0.43 6.01 8.57 7.87 21.0
125 ' 1413 149.4 314.5 10.9 1527 217J 200 9.5
105.1 mm ', 6.500 5.88 13.41 1.00 7.51 9.32 7.87 1.60 1.88 26.5
165.1 149.4 340.6 25.4 190.8 236J 200 40.6 47.8 12.0
6 6.625 5.89 13.41 1.00 7.51 932 7.87 1.60 1.38 26.5
150 ', 1583 149.4 340.6 25.4 190.8 236.7 200 40.6 4?.8 12.0
__. _
8 8b25 533 16.50 L2? 9b5 10.)3 9.84 0.00" 0.68 43.0
200 ' 219.1 135.4 419.1 323 245.7 2;8.9 250 0.0' 173 19.5
10 10J50 6.40 19.14 1.72 12.20 16.19 9.84 80.0
250 ' 273.0 162.6 486.2 43.7 3099 411.2 250 363
12 12.750 6.50 21.54 2.06 14.25 17.22 9.84 102.0
300 ' 3239 165.1 547.1 6?.6 362.0 437.4 250 463
" On Centerline
# These dimensions apply only to a Series 705W �utterfly Valve with a'/z-inch NPT, supply-side tap
t. To prevent rotation of valves. it is recommended that Series 705W be installed with Victaulic Style 07 Zero-Flex°. Style 005 FireLock, Style 009/009V FireLock
EZ, or Style HP-70 Rigid Couplings. If Victaulic flexible couplings are used. additional support may be required.
2. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end ofvalve body.
3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not permitted far use with plain end (IPS) pipe.
4. Series 705W valves are desiyned for ambient weather conditions as opposed to submersible service.
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VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. OO 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA.. �,Ct�UI.IC�
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8007957 GST 10 X CPVC 1-1/2 300
8020957 SWG 10 X CPVC 1-1(2 300
8008957 GST 20 X 2-1/2 850
8068925 GST 20 SS X 2-1/2 850
8010957 GST 30 X 4 1500
8�09925 GST 25-380 X 4 1500
8022925 SWG 25-380 X 3-1J2 - 4' 1500
8021957 SWG 20 X 2-112 - 3*" 1250
8073925 SWG 20 SS X 2-1/2 1250
8139957 SH GST 20 X 3 1050
8141957 SH GST 30 X 4 1500
8038957 DSTR 1 X 4 1500
8037957 DSTR 1-1/2 X 4 1500
8039957 DSTR 516 X 4 1500
8045957 DST 516 X 4 1500
8046957 TEK 50 X 4 1500
8055957 SWDR 1 X 4 1500
BD56957 SWDR 516 X 4 1500
8054957 SWDR 1-1/2 X 4 1500
8137957 SH DSTR 1 X 4 1500
8150922 XP 20 X 2-1/2 850
8153922 XP 35 X 3-1/2 1250
8294922 SXP 20° X 2 750
8295922 SXP 35 X 3-1/2 1250
8293957 SWXP 35 X 3-1/2 1250
Part No 4�Concrete � f� UL�' ���UL�Max Pip�e� t�� �U���
� �, ,���, . . -.... � .�� __ ., Size, in m � .:, ��,Load
8059957 CST 20
8061957 SWC 20
8150922 XP 20 X 2-1/2 850
8150922 XP 20 X 2-1/2 850
'SWG 25-380 Maximum pipe size in cromposite wood joist allowed by UL is 3-1/2"
'SWG 25380 Maximum pipe size in wood timber or joist allowed by UL is 4"
"SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-t 12"
'"SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 2-112"
°SXP 20 Maximum allowable angle in 22 ga. steel is 45°
UL and FM tests were performed in compliance with NFPA 13 Standards.
Fastening requirement: 5 times weighth of water filed schedule 40 pipe 250 pounds.
FM c UL us
APPROVED LISTED
1.5
1.5
1.5 X 4
1.5
1.5 X 4
1.5
1.5
1.5
1.5
1.5 X 4
1.5 X 4
.035 X 4
035 X 4
.037 X 4
.188 X 4
.250 X 4
037 X 4
.037 X 4
.037 X 4
.035 X 4
.027 X 4
.043 X 4
.027 X 4
060 X 4
.060 X 4
¢ s ���,,�FMII
in PSI -�� � � FM P� e,
�..:�._P�-
3000 X 4
3000 X 4
Pre Pour Structural 3000 PSI
Post Pour Range II LWC <- 35 PCF
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1475
1.5
1.5
1.5
1.5
1050
1050
1050
1875
1875
0600
0600
0600
1050
1050
1050
1475 3000 PSI
1475 3000 PSI
.� , � Buildex
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800-B U I LD EX
SSS39 082007
Fig. 98 - Rod Stiffener
Size Range — Secures 3/8" thru 7/8" hanger rod
Material — Carbon Steel
Function — Secures channel to hanger rod for vertical seismic bracing.
Approvals — Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL). Included in our Seismic Restraints Catalog approved
bv the State of California Office of Statewide Health Planninq and
Devel�ment �OSHPD) For additional load spacing and placement
information relating to OSHPD�rojects please refer to the TOLCO
Seismic Restraint Systems Guidelines
Finish — Electro Galvanized
Note — Available in HDG finish or Stainless Steel materials.
Order By — Figure number
Fig. 99 - All Thread Rod Cut to Length
Size Range — Secures 3/8" thru 7/8" rod in
1" increments
Material — Carbon Steel
Maximum Temperature — 750°F
Finish — Plain
Note — Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By — Figure number, rod diameter, rod
length and finish
Component of State of
California OSHPD Approved C �� US LISTEo
Seismic Restraints System
Fig. 100 - All Thread Rod Full Lengths
Size Range — Secures 3/8" thru 7/8" rod in
10' lengths
Material — Carbon Steel
Maximum Temperature — 750°F
Finish — Plain
Note — Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By — Figure number, rod diameter
and finish
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Dimensions • Weights
Max Rec. Load Lbs.
Rod For Service Temps Approx.
Size 650°F 750°F Wt./100
1 /4 240 215 12
3/8 610 540 29
1!2 1130 1010 53
5/8 1810 1610 84
3/4 2710 2420 123
7/8 3770 3360 169
1 4960 4420 222
1 �/a 8000 7140 360
1 �/z 11630 10370 510
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Dimensions
Rod Max. Rec. Load Lbs.
Size For Service Temps
650°F 750°F
3/8 610 540
1/2 1130 1010
5/8 1810 1610
3/4 2710 2420
7/8 3770 3360
OFFICE/MANUfACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951 J37.5599 • FAX: 951.737.0330
CUSTOMER SERVICE • 800.786.5266
www.to co.com
Fig. 200 -"Trimline" Adjustable Band Hanger
Size Range — 1/2" thru 8" pipe
Material — Carbon Steel, Mil. Galvanized to G90
specifications
Function — For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features —
•(1/2" thru 2") Flared edges ease installation for
all pipe types and protect CPVC plastic pipe from
abrasion. Captured design keeps adjusting nut
from separating with hanger. Hanger is easily
installed around pipe.
•(2'/z" thru 8") Spring tension on nut holds it
securely in hanger before installation. Adjusting
nut is easily removed.
Approvais — Underwriters' Laboratories listed (1/2"
thru 8") in the USA (UL) and Canada (cUL) for steel
and CPVC plastic pipe and Factory Mutual Engineering
Approved (3/4" thru 8"). Conforms to Federal
Specifications WW-H-171 E, Type 10 and Manufacturers
Standardization Society SP-69, Type 10.
Maximum Temperature — 650°F
Finish — Mil. Galvanized. For Stainless Steel materi-
als, order TOLCOT"^ Fig. 200WON.
Order By — Figure number and pipe size
90 ,
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- 2 112 THRU 8 fhCH PIPE
Dimensions • Weights
Pipe Rod Size Max. Rec. Approx.
Size Inch Metric A B Load Lbs. Wt./100
1/2 3/8 8mm or 10mm 3�/s 25/a 400 11
3/4 3/8 8mm or 10mm 3�/e 2�h 400 11
1 3/8 8mm or 10mm 33�8 25/e 400 12
1�/a 3/8 8mm or 10mm 33/a 2�/a 400 13
1�h 3/8 8mm or 10mm 3�/a 2�/a 400 14
2 3/8 8mm or 10mm 4�/2 3 400 15
2�/2 3/8 10mm �J5�6 4�/e 600 27
3 3/8 10mm 5�/e 4 600 29
3'h 3/8 10mm 73/e 5'/a 600 34
4 3/8 10mm 73�6 5 1000 35
5 1/2 12mm 9�/s 6�/a 1250 66
6 1/2 12mm 10�/e 63/a 1250 73
g 1/2 12mm 13�/e 83/a 1250 136
OFFICE/MANUFACTURING FAqLITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330
CUSTOMER SERYICE • 600.786.5266
www.talco.com
Hanger No. 18W
Pipe Strap
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HANGER NC}. 15W
SIDE SAMMY SCREW
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'�� H`�C�R�I�LI� ��'�TE�
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1, �PM C? I��HAR�E .�_.�_ 2� 1.7� GRNt Y�
2. RE�Ial�AL P`RESSURE AT �,�.Q79 P�I
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CONNECT TO EXISTING 2'1Z"" FEED RISER C�N THit�p FLC�QR.
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NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT
.�
1CIWNOFVAiL '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
AMF
Job Address: 356 HANSON RANCH RD VAIL
Location.....: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Parcel No...: 210108243005
OWNER COLLINS, MAURA M. 06/03l2009
155 LONG NECK POINT
DARIEN
CT 06820
APPLICANT ROBINSON PLUMBING & HEATING 06/03/2009 Phone: (970) 390-6145
PO BOX 1507
EAGLE
COLORADO 81631
License: 406-M
CONTRACTOR ROBINSON PLUMBING & HEATING 06/03/2009
PO BOX 1507
EAGLE
COLORADO 81631
License: 406-M
Phone: (970) 390-6145
Desciption: INTERIOR REMODEL: INSTALL BATH FANS, CLOTHES DRYER VENTING
AND RANGE HOOD VENTING
Valuation: $1,000.00
ALL T/MES
Permit #: M09-0078
Project #: PRJ09-0067
Status . . . : ISSUED
Applied . . : 06/03/2009
Issued . . : 06/05/2009
Expires . .: 12/02/2009
.�..«.......«.,......> .............�.....,�,+...,.,�,�.,.,t.�..................>..x....FEE SUMMARY........x,.*........*...�......*<,��.....*.»....*�.........*<................«,..........
Mechanical Permit Fee---> $20.00 Will Call------------> $4.00 Total Calculated Fees--->
Plan Check-------------------> $5.00 Use Tax Fee------> $29.00
$0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE--->
$29.00
Total Calculated Fees--> $29.00 Payments-----------------> $29.00
BALANCE DUE--------a $0.00
...>.>x.,...............�..�*.<,.,......<.,..*.....,..�,........�..........,<.,...*...,�,�...�..»......*�����........�.«<..�.:<......+,.�.....,,........,�.�..�..�.,�....�«,.:......,.,�,�.......,..�.....
APPROVALS
Item: 05100 BUILDING DEPARTMENT
06/03/2009 JLE Action: AP
.............,.......,.«.�....»,..............�.:�::....».,...,�.,�.........:,�...*....>:..�...................>.,�x..*......*..,t.*.....»...****..<,�**,�........+,*...x.....+*.....,�***..«..*.....
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
.�.<..�.....:..::.<>.,.::�......�........�..«...........,...».».�>.......«.,...,.....«,.«.........> ..............:,.��.<...,�:....:x,�.+,..�,�.................,..............,................,...
DECLARATIONS
I hereby acknowledge that i have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4P
�' _ f�� � �� �` v ,....,-�-_. `-'` `J �� I
Signature of Owner or Contractor �
�� s�-� \�y � �� 1� � �,5� ,'�
Print Name
mechcanical_perm it_041908
Date
*******************************+********+***************************************************
TOWN OF VAIL, COLORADO Statement
******************************************************+****+*****+*************++***+*******
Statement Number: R090000618 Amount: $29.00 06/05/200912:26 PM
Payment Method: Check Init: LC
Notation: #2116/ROBINSON P
& h
-----------------------------------------------------------------------------
Permit No: M09-0078 Type: MECHANICAL PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Total Fees: $29.00
This Payment: $29.00 Total ALL Pmts: $29.00
Balance: $0.00
*+****************************�*************************************************************
ACCOUNT ITEM LIST:
Account Code
--------------------
MP 00100003111100
PF 00100003112300
WC 00100003112800
Description Current Pmts
------------------------------ ------------
MECHANICAL PERMIT FEES 20.00
PLAN CHECK FEES 5.00
WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
MECHANICAL PERMIT
Boiler/Furnace Applications MUST include:
❑ Mechanical Room Layout/Plan with Dimensions
❑ Combustion Air Duct Size and Location
o Flue or Vent Size
❑ Gas Piping Plan (if applicable)
❑ Heat Loss Calculations*
❑ Equipment Cut Sheets for Boiler/Furnace
* Not required fo� same size (BTU) boile� �eplacement with no system
changes, or snow melt
Project Street Address:
�510 f� r�.s _ Gd
(Number) (Street) (Suite #)
Building/Complex Name: l�
C- ��ti
Contractor Information:
Company: (�a �� �iv b � � 5�,�
Company Address: �•� , i��c 1 �v�
City: ��C�, State:��� Zip: g��31
Contact Name: �� ��b� nS,.� ^
Fireplace Applications MUST inciude:
❑ Equipment Cut Sheets for Fireplaces/Log Sets
(Manufacturer's info showing make, model & approval listing)
Office Use:
Project #: 1 ��.1(J-I — (l � t�l �
Building Permit #: _ � 0 � ' � O � �
Mechanical Permit #: � � � "- ( �v � C7
Lot #: Block # � Subdivision: va+ � � ( �'����
Detailed Description of Work: �l< </lfk e.c �� '! �-Kd_ 7Dr
M'l�c� � I
ContaCt Phone: C'L �(� '�l� ^(� ��S `(use additional sheet if necessary)
E-Mail S/'UJ1/�rd��riSo„-.(�7 Q wlC��� � C� _w_'�__
Town of Vail Contractor Registration No.: T��o "' /vY
X ��j c�'� ��_- C.� v `",=� �N�
Contractor Signature (required)
Property Information
Parcel#: �� � 1 - � �2- �3 - ��
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecounty.us/patie)
Tenant Name:
(Commercial Properties)
Owner Name: �,1 � n�
Complete Valuation for Mechanical Permit:
Mechanical $: �
� , C{�
��
❑ Gas Piping lnduded
❑ Gas Piping by Others
❑ Wood to Gas Fireplace Conversion
Boiler Location:
Interior ( ) Exterior ( ) Other ( )
Number of Existing Fireplaces:
Gas Appliances Gas Logs
Number of Proposed Fireplaces:
Wood/Pellet
Gas Appliances Gas Logs Wood/Pellet
Type of Building:
Sing�e-Family ( ) Duplex ( ) Multi-Family ( �ommercial ( )
Restaurant ( ) Other ( ,� ,,,� ,^ _ _ _
Date Received:
�, �� �
� u � � �
JUN 0 2 2009
TOWN OF VAI
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.
�ow�o�vnd, •
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f.970.479.2452 inspections 970.479.2149
PLUMBING PERMIT
AMF
Job Address: 356 HANSON RANCH RD VA�L
Location.....: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Parcel No...: 210108243005
OWNER COLLINS, MAURA M. 06/03/2009
155 LONG NECK POINT
DARIEN
CT 06820
APPLICANT ROBINSON PLUMBING/HEATING SQ 06/03/2009 Phone: 390-6145
PO BOX 1507
EAGLE
CO 81631
License: 159-P
CONTRACTOR ROBINSON PLUMBING/HEATING SQ 06/03/2009 Phone: 390-6145
PO BOX 1507
EAGLE
CO 81631
License: 159-P
Desciption: PLUMBING FOR INTERIOR REMODEL
Valuation: $6,500.00
Permit #:
Project #:
Status . . . :
Applied . . :
issued . . .
Expires . .:
P09-0049
PRJ09-0067
ISSUED
06/03/2009
06/05/2009
12/02/2009
..........,�,�.......x.,�«.�.*.,.��........,,,.....*.*.,t......,........*.�»..*.,t......� FEE SUMMARY ....,t«<..<...»..<«...»��....x..� ..............�.........,�,..,............�..........
Plumbing Permit Fee---> $105.00 Will Call------------------> $4.00 Total Calculated Fees---> $135.25
Plan Check----------------> $26.25 Use Tax Fee------------> $0.00 Additional Fees------------> $0.00
Investigation--------------> $0.00 TOTAL PERMIT FEES--> $135.25
Total Calculated Fees--> $135.25 Payments-------------------> $135.25
BALANCE DUE-----------> $0.00
.�«..........������.,����*......»..�..».......«.........+x,.�.......�.x�...«.......�*.....*...��....,....,�....�.,�.......�...,.....,,.�...�........,.,*�.....,........*�....�..�,�...........,,....
APPROVALS
Item: 05100 BUILDING DEPARTMENT
06/03/2009 JLE Action: AP
>......,x......,,,..==...xx.....«.,,............,...,,..,,.......�,,...�......,,.,,.,,....» .................,,.......,.....,.......................,,...,...............,...,........,..,......,..,
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD �NSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
,�........,..,,.....,.:�:::......�......a,�*:<.�..,*.,.,..*.........:..*::.«.,.....,......,..,.»>.*...,*.*.*.,t..:...,....�..:.:...........� ..............*..**.«.,,..........�...*....,�>.....��.......,,
DECLARATIONS
I hereby acknowledge that i have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4P
`� � �� �� . `� 1 � �e.I� �.-,�. n-�-, � " --� � `�1
Signature of Owner or
���,--.-�
Name
plmbpermt1_041908
Date
********************************************************************+***********************
TOWN OF VAIL, COLORADO Statement
+*+********************************+++*+****************************************************
Statement Number: R090000619 Amount: $135.25 06/05/200912:27 PM
Payment Method: Check Init: LC
Notation: #2116/ROBINSON
P&H
Permit No: P09-0049 Type: PLUMBING PERMIT
Parcel No: 2101-082-4300-5
Site Address: 356 HANSON RANCH RD VAIL
Location: UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
Total Fees: $135.25
This Payment: $135.25 Total ALL Pmts: $135.25
Balance: $0.00
*********************************************************+***�******************************
ACCOUNT ITEM LIST:
Account Code
--------------------
PF 00100003112300
PP 00100003111100
WC 00100003112800
Description
------------------------------
PLAN CHECK FEES
PLUMBING PERMIT FEES
WILL CALL INSPECTION FEE
Current Pmts
26.25
105.00
4.00
Jun 02 09 08:59a John Krueger 9709261858 P,1
TOWN OF VAIL PLUMBING PERMIT APPLICATION
Project Address: ,
�� � � G �►sc�► �� � 20l C�, o �
Contractor tnformation
Company: 7lt�kai�►5,.� i�� i� u� S� c�.a.w �a-�clr .c
Company Address: �� l�. •�;k j p'�'
City: �rv%Cr �� State: �1�. Zip: r� 1� � 1
Contact Name:_ ,��� 1�o f�s: ,ry S�: �
Contact Ph: _ t�9fJ ^ F�/ �iFS Cell: ��b .�,/'�`S`
�-Mail: Y W i- O �j , � �
-fown of Vail Contractor Registration No: � / l p
X�" ll'�N2.-r �_ \ � [ �� � �e�',��
Contractor Signature (required)
Plumbing Valuation (Labor 8� Materi I) �
Plumbing $ ��� .
�
Property Information
Parcel #: ZL � I-�� Z r-i J"� S�
Legal Description: Lot # Blk # �
Subdivision: ���' U � 1� �
Job Name: �
Owner Name: 1/vYA/1/I�V WI/i���
Mailing Address: (LJ� �,gV�c �/� 1' f Q(,�,J ��tN� �,�' �(p B�
(For Parcel # Contact Eagle Co nty assessors Office at 970-328-8640 or visit
www.eaglecou nty. us/patie)
� c �� � zs
Project#:_ �j�J()�—
Building Permit #: C� ��—�� 3�'
Plumbing Permit #: �Q / ` � ��
Architect ( � Designer ( ) Engineer ( )
Name:
Phone:
Fax:
E-Maii:
Detailed Description of Work: �In Y�� �� i'
f�LiraS icm���r� i�� C�.2� ,nv itrt � 0^S k��C:
�1'.�.�S�Vr'1 C�-*-a� c.�.�,5�'tc� l.a.: �.�..+� �0..v- E
w�x.�!-> s� V S�'��
�� "5Y Ylc'u�� �C.L.�i �tR�.�. �<Jwn.� h�ZO � \
� ! �
(Use �dditio al sheet if necessary) ;
Work Class:
New ( ) Addition ( �j'Remodel ( ) Repair ( ) Other ( )
Building Type:
Single-Family ( ) Two-Family ( ) Multi-Famify (�'
Commercia� ( ) Townhome ( ) Other ( )
Date Received:
� � � � � �
JUN o 21009
�
TOWN pF VAIL
. -�� ��
♦ - O ��
\�/
V ��X
2-02-2009
Inspect�on Re�qu^st R��orting �
Page 5
Requested Inspect Date: Thursday, December 03, 2009
Inspection Area: JRM
Site Address: 356 HANSON RANCH RD VAIL
SUITE 310, CHATEAU CHRISTIANIA TOWNHOMES
A/P/D Information
Activity: B09-0037 Type: A-MF Sub Type: AMF Status: ISSUED
Const Type: Occupancy: Use: VA Insp Area: JRM
Owner: COLLINS, MAURA M.
Contractor: J. KRUEGER AND COMPANY Phone: 949-4814
Description: INTERIOR REMODEL
Requested Insqection(s)
Item: 90 BLDG-Final
Requestor: J. KRUEGER AND COMPANY
Comments: 471-9580
Assigned To: JMONDRAGON
Action: Time Exp:
���
Requested Time: 01:00 PM
Phone: 949-4814
Entered By: JMONDRAGON K
C �
Inspection Historv
Item: 30 BLDG-Framing ** Approved *"
06/30/09 Inspector: shahn Action: NO NOTIFIED
Comment: NO INSPECTION, BUT INFORMED GC TO INSULATE HOT AND RECIRC PLUMBING, DROP
CEMENT BOARD BEHIND TUB.
08/03/09 Inspector: JRM Action: AP APPROVED
Comment:
Item: 50 BLDG-Insulation "" Approved `*
08/04/09 Inspector: jrm Action: AP APPROVED
Comment:
Item: 60 BLDG-Sheetrock Nail '* Approved **
08/10/09 Inspector: JRM Action: AP APPROVED
Comment:
Item: 70 BLDG-Misc.
Item: 90 BLDG-Final
REPT131
Run Id: 10726
� �
12-02
Inspection
V�il
uest Reporting
_ Citv n#
l
11�/ �
Page 19
Requested Inspect Date: Thursday, December 03, 2009
Inspection Area: SH
Site Address: 356 HANSON RANCH RD VAIL
UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
A/P/D Information
Activity: E09-0065 Type: B-ELEC Sub Type: AMF Status: ISSUED
Const Type: Occupancy: Use: Insp Area: SH
Owner: COLLINS, MAURA M.
Contractor: D.P. ELECTRIC Phone: 970-926-4140
Description: WIRING AND LIGHTING FOR INTERIOR REMODEL
Requested Inspection(s)
Item: 190 ELEC-Final
Requestor: DAVE PETERSON ELECTRIC
Comments: 904-6370
Assigned To: JMONDRAGON
Action: Time Exp:
��S �
Requested Time: 09:30 AM
Phone: 970-926-4140 -or- ce11904-
6369
Entered By: JMONDRAGON K
/ v �
Inspection Historv
Item: 110 ELEC-Service
Item: 120 ELEC-Rough *` Approved **
07/07/09 Inspector: shahn Action: AP APPROVED
Comment:
Item: 130 ELEC-Conduit
Item: 140 ELEC-Misc.
Item: 190 ELEC-Final
REPT131 Run Id: 10726
! �'
� � ��•]
Inspection Request Re
va�i cn _ c�� n
�v
� �� �P�
Page 29
Requested Inspect Date: Monday, November 23, 2009
Inspection Area: JRM
Site Address: 356 HANSON RANCH RD VAIL
UNIT 310, CHATEAU CHRISTIAN TOWNHOMES
A/P/D Information
Activity: P09-0049 Type: B-PLMB Sub Type: AMF Status: ISSUED
Const Type: Occupancy: Use: Insp Area: JRM
Owner: COLLINS, MAURA M.
Contractor: ROBINSON PLUMBING/HEATING SQUAW Phone: 390-6145
CREEK
Description: PLUMBING FOR INTERIOR REMODEL
Recluested Inspection(s)
Item: 290 PLMB-Final
Requestor: ROBINSON PLUMBING/HEATING SQUAW
CREEK
Comments: 376-6466
Assigned To: *"""****"*'
Action: Time Exp:
Requested Time: 09:00 AM
Phone: 390-6145
Entered By: JMONDRAGON K
�
�a
��Inspection Historv
Item: 210 PLMB-Underg round
Item: 220 PLMB-Rough7D.W.V. "* Approved " �
06/30/Og Inspector: shahn Action: AP APPROVED �
Comment: ,. i
Item: 230 PLMB-Rough/Water *" Approved "� //
Comlme/�i INSULATE HOT AND RECIRS AT INSULATION INST�CTION ��
THERE ARE THREE STUDOR VENTS THAT NEED ACCESS AT FI L�
Item: 240 PLMB-Gas Pipin `f' /'
Item: 250 PLMB-Pool/Hot �ub / `�
Item: 260 PLMB-Misc.
Item: 290 PLMB-Final v�
REPT131 Run Id: 10668