HomeMy WebLinkAboutB08-0093�+
Community Development Department
75 South Frontage Road
Vail, Colorado USA 81657
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of Tifle 10, Section 10-1-2, ADOPTED CODES of the Vail Town
Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various
ordinances of the town regulating building construction or use for the following:
Name and description of project West Side of Duplex and Exterior Work on East Side
Address of project: 185 Forest Road, Vail, Colorado
Owner name and address: Thomas T. Lutsey- Enterprises PO Box 22074 , Green Bay, Wisconsin 54305-2074
IBC Edition: 2003 IBC Occupancy Group(s): R3 Type(s) of Construction: VB
Permit Number(s) B08-0093 Occupant Load:
...
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Martin Hae erle, Building Official
Sprinkler System Y/N Type: Y 13
09J23/10
Date
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Community Development
75 South Frontage Road
Vail, CO 81657
970.479.2139
LETTER OF CREDIT DEVELOPER IMPROVEMENT AGREEMENT
Instructions: This page should be given to your lender/bank and returned
with your letter of credit.
Project Name: L�� I�S [(��.�J L�.
Project Number: - d1- �4"�
Permit Number: - CO� 3
Planner: '�([.� � �3s�
Letter of Credit umber: �� I � S""1 �-
Issuing Bank: �SO�-l./F���P►�IL
F:\cdev\FORMS\PermitslPlanningWdministrative_Actions\DIA credit format_5-16-2007.doc Page 1 of 6
IRREVOCABLE LETTER OF CREDIT FORMAT
Legal Description: Lot ?-!o ,Block `7
Subdivision: v A-1 L J 1 �LP�C��i �t C► al C� (
Developer:_ LJTS �
Project Number: v�--
Permit Number: � U
Improvement Completion Date:_
Letter of Credit Expiration Date:.
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this � day of J� , 20�
by and among �M !�� w� (the "Developer"), and the Town of
Vail (the "Town") and �55a�Lt/%C�•� � (L— (the "Bank").
WHEREAS the Developer, a a condition of ap,P,ro,val the Tempora Certificate of
Occupancy for � '� �T' � • �-�o � v�L_ �1 c�
�t �� ti c� 1 �— t�"1 -- d4�
(address, legal description, and project number) wishes to enter into a Developer Improvement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Development Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide security to guarantee performance of this
Agreement, including completion of all improvements referred to in this Agreement, by means of
the following:
The Developer agrees to establish an irrevocable letter of credit # � �� ��Z-
in the amount of $ 31 Z-jb with �-'t"C� �X' ( t—'
as the security for the completion of all improvements referred to in this
Agreement, in the event there is a default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows: �
1. The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer agrees to complete all improvements referred to in this Agreement on or before the
� day of J � , 20�. The Developer shall complete, in a good
workmanlike manner, a I improvements referred to in this Agreement, in accordance with all
approved plans and specifications filed in the office of the Community Development Department
of the Town of Vail, and to do all work incidental thereto according to and in compliance with the
following:
F:lcdev\FORMS\Permits�PlanningWdministrative_Actions\DIA credit format_5-16-2007.doc Page 2 of 6
a. All said work shall be done under the inspection of, and to the satisfaction
of, the Town Planner, the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as affected by special districts or service districts, as
their respective interest may appear, and shall not be deemed complete until
approved and accepted as completed by the Community Development
Department and Public Works Department of the Town of Vail.
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide security as follows:
a--
Irrevocable letter of credit # i��- � � ��l'L in the amount of $ Z�a —
(125% of the total costs of the attached estimated bid(s with
set to expire on the� day of <<c �-�-
20�h` (not to expire less than 30 days after the date set forth in Paragraph 1 of
this Agreement) as the security for the-completion of all improvements referred to
in this Agreement, in the event there is a default under this Agreement by the
Developer.
3. The Developer may at any time substitute the security originally set forth above for
another form of security or collateral acceptable to the Town to guarantee the faithful completion
of those improvements referred to in this Agreement and the performance of the terms of this
Agreement. Such acceptance by the Town of alternative security or collateral shall be at the
Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereofl that arise out of or are based
upon any performance by the Developer hereunder; and the Developer shall reimburse the Town
for any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any other liability which the Developer my have.
5. It is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the security provided to the Town for each category of improvement
at such time as such improvements are constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the security provided to the Town be reduced below the dollar amount necessary
to complete all uncompleted improvements referred to in this Agreement.
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6. If the Town determines, at its sole discretion, that any of the improvements
referred to in this Agreement are not constructed in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraph1 of this
Agreement, the Town may, but shall not be required to, draw upon the security referred to in this
Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
If the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the security provided to the Town, the excess, together with interest
at twelve percent (12%) per annum, shall be a lien against the property and may be collected by
civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner
as delinquent ad valorem taxes levied against such property. If the Developer fails or refuses to
complete the improvements referred to in this Agreement, such failure or refusal shall be
considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer
shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4
(General Penalty), Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements referred
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter
8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by all parties hereto.
Dated the day and year first above written.
,_� �
,----.____---
Developer
STATE OF ���-� )
) ss.
COUNTY OF � �/� )
The foregoin.g �De loper Improvement Agreement w s acknowled ed before me this
—�Day o ,T � �.,.,_ u���r , 20 � � by ��--� ` L l.�-'�' �1
Witness my hand and official seat.
My commission expires ,A-,�r�l l� Zo � i
��
Notary Public
F:lcdev\FORMS\Permits�PlanningWdministrative_Actions\DIA credit format_5-16-2007.doc Page 4 of 6
.
_�� ��- �i• ��---
Town Planner
STATE OF COLORADO )
)ss.
COUNTY OF EAGLE )
The foregoing �.eloper Improvement Agreement was acknowledged before me this
—�Day of .� �-v ��.c. �;,r-� , 20 � Q by �,� . � l� crr,,� ,�. ��� s��
Witness my hand and official seal.
My commission expires: �,, ��t ���, Z� ��
��
u� � � i �
✓Lz... C �---- _ .
Nota Public
F:\cdev\FORMS\Permits�PlanningWdministrative_ActionslDlA credit format_5-16-2007.doc Page 5 of 6
T�WNOF YAI� V
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FtIX 970-479 2452
www. vailgov. com
September 22, 2010
Associated Bank
Trade Services
200 N. Adams Street
Green Bay, WI 54301
Re: Letter of Credit Number DC111572, Thomas Lutsey
To Whom It May Concern:
The above mentioned letter of credit has been released and can be cancelled with your
organization. Enclosed you will find the original letter. If you have any questions please
contact Bill Gibson, planner for the Town of Vail at 970-479-2173.
Sincerely,
,' �
���U��
��
Lynne Campbell -
Office Manager
Enclosure �
i�� RECYCLED PAPER
Associated
Bank
� v� _ c�o�i 3
�
Q
�
Y
IRREVOCABLE STANDBY LETTER OF CREDIT NO. DC111572
Date: Deceinber 7, 2009
BENEFICIARY
Town of Vail
Coinmunity Development
75 S. Frontage Road
Vail, CO 81657
Dear Sirs:
APPLICANT(S)
Thomas Lutsey
1675 Remington Ridge Way
De Pere, WI 54115
By order of our client, Thomas J. Lutsey (the "Applicant"), we Associated Bank, N.A. (the
"Issuing Bank") hereby issue our Irrevocable Standby Letter of Credit No. DC 111752, in your
favor in the amount of USD 31,250.00 (Thirty One Thousand Two Hundred and Fifty and
NO/100 U.S. Dollars). This letter of credit is issued relative to property located at 185 Forest
Rd. Vail, CO (project number 07-0474/permit number B08-0093).
Funds are available under this Letter of Credit upon presentation of your sight draft(s) drawn on
us in the form set forth in Attachment A accompanied by this original Letter of Credit, any
subsequent amendments, and the following:
Beneficiary's signed and dated statement, signed by an authorized representative, as
follows:
"Thomas J Lutsey has failed to complete improvements referred to in the Developer
Improvement Agreeinent dated December 7, 2009, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the
Town of Vail."
We hereby agree that multiple presentations may be made and that all drafts drawn under and in
compliance with the terms of this Letter of Credit will be duly honored if drawn and presented
for payment at our counters on or before December 4, 2010.
Presentation of such draft(s) and document(s) may be made at our office located at Associated
Bank, N.A., c/o Trade Services, 200 N. Adams St., Green Bay, WI 54301, by registered courier.
If we receive your sight draft(s), beneficiary's statement, original letter of credit and subsequent
amendinents at such office, all in conformity with the terms and conditions of this Letter of
Credit on or prior to the Expiration Date, we will promptly honor same in accordance with your
TRADE SERVICES
200 N. Adams Street — Green Bay, WI 54301
payinent instructions. Payment under this Letter of Credit will be made by wire transfer of
federal funds to such account as Beneficiary may designate in writing.
This Letter of Credit is effective immediately and expires upon the earlier of:
(a) December 4, 2010; or
(b) The date on which the amount of the Letter of Credit is reduced to zero by Beneficiary's
draws hereunder; or
(c) The date on which the original Letter of Credit and all subsequent amendments have been
returned to us together with irrevocable instructions from the Beneficiary to cancel this Letter of
Credit.
Except as expressly provided otherwise in this Letter of Credit, this Letter of Credit is subject to
the "Uniform Customs and Practice for pocumentary Credits 2007 Revision, International
Chamber of Commerce - Publication No. 600. In the event of a conflict between this Letter of
Credit and the UCP 600, this Letter of Credit shall control. As to matter not covered by the UCP
600, the Letter of Credit shall be governed by, construed, and enforced in accordance with the
UCC laws of the State of Wisconsin.
All bank charges including, but not limited to, fees or commissions, shall be for the Applicant's
account.
This standby sets forth in full our undertaking, and such undertaking shall not in any way be
inodified, amplified or limited by reference to any document, instrument or agreement referred to
in this standby, except only by International Standard Banking Practice referred to herein, and
any such reference shall not be deemed to incorporate herein any such document, instrument or
agreement.
Should you have occasion to contact us regarding this credit, kindly direct your communication
to the attention of: Trade Services at 800-230-5506, making specific reference to this Letter of
Credit No. DC 111572.
Associated Bank, N.A.
�,,,,� �►�u,,�'.,
Corey Meyer
VP, Regional Credit Manager
TRADE SERVICES
200 N. Adams Street— Green Bay, WI 54301
2 of 2
Attachment A
SIGHT DRAFT
Reference: Irrevocable Standby Letter of Credit No. DC111572 Dated December 7, 2009
Pay on presentment to the order of Town of Vail ("beneficiary") the sum of
dollars ($
Drawn under Associated Bank, N.A., Letter of Credit No. DC111572 dated December 7,
2009.
Town of Vail
By: ,
(Beneficiary's Authorized Signer)
Name:
Title:
TRADE SERV►CES
200 N. Adams Street — Green Bay, W I 54301
`; TOWN OF �'AIL
� 75 S. FRONTAGE ROAD
; VAIL, CO 81657
; 970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT
Job Address: 185 FOREST RD VAIL
Location.....: 185 FOREST ROAD WEST LJNIT
Parcel No...: 210107113031
€ OWNER LUTSEY, THOMAS J. - LUTSEY E 04/18/2008
PO BOX 22074
GREEN BAY
WI 54305-2074
s ARCHITECT SEGERBERG, MAYHEW & ASSOCIAT 04�18�2008
'° 101 EAGLE ROAD, BUILDING 6
AVON
CO 81620
License: C000001762
� APPLICANT SUNDER INC 04/18/2008
PO BOX 1393
;
EDWARDS
CO 81632
License: 789-B
_' CONTRACTOR SUNDER INC 04/18/2008
PO BOX 1393
EDWARDS
CO 81632
License: 789-B
Permit #: B08-0093
Project #.r'i "�07-0474
Status . . . : ISSUED
Applied . . : 04/18/2008
Issued . . : OS/29/2008
Expires.....: 11 /25/2008
Phone: 970-476-4433
Phone: (970) 926-2777
Phone: (970) 926-2777
' Desciption: NEW WEST SIDE DUPLEX AND EXTERIOR WORK ON EAST SIDE
� Occupancy Type Factor Sq Feet Valuation
Totals... 5,712 $1,170,000.00*
T Number of Dwelling Units: 2
.�' Town of Vail Adjusted Valuation: 1,170,000.00
Revision Valuation: $0.00
�� ##41*#+I+FR�1}##*►t##�It#Mtrt#+RL#i#f*�k**R*#f#4t�t#t4#f#4*##t#i##*Mt*#i FEE S UMMARY '�*#ikt##i*##/f#4**#####f###t##i########+k*�##kt+k*#f###*#*##•
;.' Building------> $6, 229.25 Restuarant Plan Review--> $0. oo Total Calculated Fees-----> $3a, 559.06
'; Plan Check---> $ 4, 0 4 9. O 1 Recreation Fee------------> $ e 5 6. a o Additional Fees------------> 2 3, 2 0 0. o o)
',; lnvestigation-> $ o. 0 0 TOTAL FEES-------------> $ 3 4, 5 5 9. 0 6 Total Permit Fee-----------> $11 , 3 5 9. 0 6
' W ill Call---> $ 4. 0 0 Payments-------------------> $11 , 3 5 9. 0 6
:' BALANCE DUE---------> $0. 00
#i#t##***t##f##**#####}#tt###ftf##it#######k#►t*#*###*itti####*i�R##*#t#i*►###*##*#t####i#}f###4##i##f#**###R##*##aM#*#*#+k#it*t######**########►t#
''; Approvals:
d Item: 05100 BUILDING DEPARTMENT
04/30/2008 cgunion Action: CR F:\cdev\CHRIS\PERMIT.COMMENTS\B08-0093\BO8
05/09/2008 cgunion Action: AP approved revised corrected plans
08/06/2008 cgunion Action: AP APPROVED REVISED PLANS FOR CHANGE TO CRAWL
'�r Item: 05�00 PLANNING DEPARTMENT
� 04/18/2008 bgibson Action: AP office set routed to D-3
05/14/2008 bgibson Action: AP approved revised corrected plans; plans ro�
Chris Gunion
08/O1/2008 bgibson Action: AP 8/1/08 revision approved
. Item: 05600 FIRE DEPARTMENT
05/21/2008 DRhoades Action: AP Approved as noted:
1. Monitored Fire Alarm system required and shall comply with NFPA 72 and Town ot
Standards.
� 2. Fire sprinkler system required and shall comply with NFPA 13R and Town of Vail
Standards.
Proposed new building and landscaping teatures prevent adequate tire department ac
perimeter.
Item: 05500 PUBLIC WORKS
04/30/2008 cdelles Action: CR Resubmit site and grading plan showing conl
concrete pan along property trontage. Match existing pan. Concrete pan across the
doesn't need to be 4� it can also match exsisting.
05/14/2008 cdelles Action: AP Submitted corrected plans
###*#t##*###tt##*#}�#t#t##i##ti#t4t#*i##t4f#f}###*/#►#t###*tt##}f}f#R**si*t##t###*ft*#t#4#tf###}f#*�#f�i***►##**###t#►f#####}ti#####*R#4###}#4##f
? See the Conditions section 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 according to the towns zoning and subdivision codes, design review
� approved, International Building and Residential Codes and other or ' s of the Town applicable thereto.
�
N REQUESTS FOR INSPECTION SHALL BE MADE'CWENTY-FOUR HOUR N ADVANCE BY ELEPHONE AT 479-2149 OR R OFFICE FROM 5:00 AM -
� 4 PM.
SIGNATURE OF OWNER OR CODYI'RACTOR FOR HIMSELF AND OWNER
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit #: B08-0093 as of 08-07-2008 Status: ISSUED
********************************************************************************************************
Permit Type: NEW (SFR,P/S,DUP) PERMIT
Applicant: SUNDER INC
Job Address: 185 FOREST RD VAIL
Location: 185 FOREST ROAD WEST iJNIT
Applied: 04/18/2008
Issued: OS/29/2008
Parcel No: 210107113031
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC.
Cond: 18
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR
SECTION 1009 OF THE 2003 IBC.
Cond: 19
(BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION
1012 OF THE 2003 IBC.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310
OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC.
Cond: CON0010006
Monitored Fire Alarm system required and shall comply with NFPA 72 and Town of
Vail Standards.
Cond: CON0010007
Fire sprinkler system required and shall comply with NFPA 13R and Town of Vail
Standards.
�
�**�******r�*************r■***********************�**************�*******��***�**+*+*��*****
TOWN OF VAIL, COLORADO Statement
********�***��*****************�***+***r�**********+*+***********�**s«+***************��+***
Statement Number: R080001330 Amount: $220.00 08/07/200808:04 AM
Payment Method: Check Init: SAB
Notation: 9852 sunder inc
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _
Permit No: B08-0093 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: 185 FOREST ROAD WEST UNIT
Total Fees: $11,359.06
This Payment: $220.00 Total ALL Pmts: $11,359.06
Balance: $0.00
**+**�************�***********+********�********************++*****************�******r*****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 220.00
-----------------------------------------------------------------------------
Revision/lnformation Transmittal
All Revision submittals must include the Field Set of approved plans and a copy of the correction letter.
No further inspections will be performed until the revisions aze approved and the permit is re-issued.
�rn � � r.� �-� �t.��S : /��' ��=�'s� ,�
Permit #(s) information applies to: Attention:
_���Sl�l�.l�
Project Address:
Contact Information J p
.•
Company: �`if���'�° f��
Company Ph: � �18� Fax:
Contact Name:
Contact Ph:
E-Mail:
ceu:
Town of Vail Contractor Registration No:
X
Signature (required)
Revised ADDITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire SprinkledAlarm $
Total �
� Revisions
( ) Response to Correction Letter
_attached copy of correction letter
( ) Deferred Submittal
Reason for Revisions (include a list of all changes that
have been made from original approval):
`j�� CX� �i��
��Ufa��� � O c�a �- �'i�
1�Li�' f� '�al�S ��-I�/fiJo,�.
�'�'�� r.���.e�—/�
��� ^
(Use additional sheet if necessary)
Received: I�D
JUL 31 2008
OF
Page 1 of 1
Chris Gunion - 185 Forest Road - Lutsey Residence - Joist Framing Clarification
'�:,.;'.:� f y .,,.....t:'�:..a,-,. ..x._¢< �'„Y.._ �, :�.: y,�,.a.'JS....;. . .., e'.C::?b����'•'�.'��*S!&.�' 1<3"i'.:. ,>5;..;...d.;ti�-,..N.�s.-_.,��i: a�9.�5..�,i_§:-._, u.Nx,.,+.z::v.'�`�kl&Y"'&ro°1P�.'2'�........ �'.�..,it;�� "Flfi:��
From: Chris Hessek
To: "cgunion@vailgov.com"
Date: 08/06/2008 11:16 AM
Subject: 185 Forest Road - Lutsey Residence - Joist Framing Clarification
__ _ _ _ _ _ _
To Whom It May Concern:
The S3.OA Lower Level Framing Plan issued on 7/15/08 by Monroe & Newell Engineers Inc. requires clarification
to the "Wood Framing Notes" found on the plan. Item No.1 in the Wood Framing Notes should read, "All wood
framing joists shall be BCI 6000 type joists as manufactured by Boise Cascade Corporation. Alternates shall
have equal or greater capacity and shall be reviewed by the engineer of record."
Please contact our office should you have any further questions. Thank You.
Christopher J. Hessek
Project Engineer
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file://C:\Documents and Settings\Administrator\Local Settings\Temp\XPgrpwise\489987... 08/06/2008
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
NEW (SFR,P/S,DUP) PERMIT
Job Address: 185 FOREST RD VAIL
Location.....: 185 FOREST ROAD WEST iJNIT
Parcel No...: 210107113031
# OWNER LUTSEY, THOMAS J. - LUTSEY E 04/18/2008
PO BOX 22074
GREEN BAY
WI 54305-2074
': ARCHITECT SEGERBERG, MAYHEW & ASSOCIAT 04/18/2008
� 101 EAGLE ROAD, BUILDING 6
€ AVON
CO 81620
License: C000001762
� APPLICANT SUNDER INC 04/18/2008
PO BOX 1393
EDWARDS
CO 81632
License: 789-B
' CONTRACTOR SUNDER INC 04/18/2008
PO BOX 1393
EDWARDS
CO 81632
License: 789-B
Permit #
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires.....:
B08-0093
07-0474
ISSUED
04/18/2008
OS/29/2008
11 /25/2008
Phone: 970-476-4433
Phone: (970) 926-2777
Phone: (970) 926-2777
Desciption: NEW WEST SIDE DUPLEX AND EXTERIOR WORK ON EAST SIDE
Occupancy Type Factor Sq Feet Valuation
Totals... 5,712 $1,170,000.00*
` Number of Dwelling Units: 2
;; Town of Vail Adjusted Valuation: 1,170,000.00
Revision Valuation: $0.00
**sest*�***a*s+****s***e****ss****s***es*�*s*s*:*�s***s***�*s*t** FEE S UMMARY **s*s*tsss**t**s�s+**s**t�*s�s��ssss4*s**s+asa�*�af*sa**as*
Building------> $ 6, 2 2 9. 2 5 Restuarant Plan Review--> $ 0. 0 0 Total Calculated Fees-----> $ 3 4, 3 3 9. 0 6
Plan Check---> $ 4, o a 9. 01 Recreation Fee------------> $ e 5 6. e o Additional Fees-----------> z 3, z o o. o o)
Investigation-> $ o. o o TOTAL FEES-------------> S 3 4, 3 3 9. 0 6 Total Permit Fee-----------> S 11, 13 9. 0 6
W ill Call-----> $ 4. 0 0 Payments------------------> $11, 13 9. 0 6
BALANCE DUE-------> $ o. o 0
#R**#t***fti#4t*t#i#�#f#Y*######�k#*###############*####�F#f}y�#t#�#i#*f*#**t*t4t#t##*##►*#rt##k**#t#*►t*#tti*i#it+ktMMi*ti#*istst*#s#################
Approvals:
Item: 05100 BUILDING DEPARTMENT
04/30/2008 cgunion Action: CR F:\cdev\CHRIS\PERMIT.COMMENTS\BOS-0093\B08
05/09/2008 cgunion Action: AP approved revised corrected plans
Item: 05400 PLANNING DEPARTMENT
04/18/2008 bgibson Action: AP office set routed to D-3
05/14/2008 bgibson Action: AP approved revised corrected plans; plans ro�
Chris Gunion
Item: 05600 FIRE DEPARTMENT
05/21/2008 DRhoades Action: AP Approved as noted:
l. Monitored Fire Alarm system required and shall comply with NFPA 72 and Town ot
Standards.
2. Fire sprinkler system required and shall comply with NFPA 13R and Town of Vail
Standards.
Proposed new building and landscaping teatures prevent adequate tire department ac
perimeter.
Item: 05500 PUBLIC WORKS
04/30/2008 cdelles Action: CR Resubmit site and grading plan showing conl
concrete pan along property trontage. Match existing pan. Concrete pan across the
doesn't need to be 4' it can also match exsisting.
05/14/2008 cdelles Action: AP Submitted corrected plans
#*#t####tit##*#►►►ts##t#M�######rt#####4##*#*##f###t*f#f�R#i###t#F*#t#tft#ti*4#######*#*######4#####t##*#t#i####�#t#*##*###t####�#*#*t###t/##t##*#
See the Conditions section 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,
ir, 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 of the Town applicable thereta
�
" REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVA BY TELEP ONE AT 479-2149 O T OU OFFICE FROM 8:00 AM •
� 4 PM.
SIGNATURE OF OWNER OR CONTI3�ACTOR FOR HIMSELF AND OWNER
********************************************************************************************************
CONDITIONS OF APPROVAL
Permit #: B08-0093 as of OS-29-2008 Status: ISSUED
********************************************************************************************************
Permit Type: NEW (SFR,P/S,DUP) PERMIT
Applicant: SIJNDER INC
Job Address: 185 FOREST RD VAIL
Location: 185 FOREST ROAD WEST i1NIT
Applied: 04/18/2008
Issued: OS/29/2008
Parcel No: 210107113031
********************************************************************************************************
CONDITIONS
********************************************************************************************************
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC.
Cond: 18
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR
SECTION 1009 OF THE 2003 IBC.
Cond: 19
(BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION
1012 OF THE 2003 IBC.
Cond: 34
(BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
[NSPECTION WILL BE CALLED FOR.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310
OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC.
Cond: CON0010006
Monitored Fire Alarm system required and shall comply with NFPA 72 and Town of
Vail Standards.
Cond: CON0010007
Fire sprinkler system required and shall comply with NFPA 13R and Town of Vail
Standards.
*******�*****************************+�****+**+****+*************************************+**
TOWN OF VAIL, COLORADO Statement
*+�*******++**�******r******r**************�***************+�*****+**+*+********************
Statement Number: R080000829 Amount: $7,090.05 05/30/200805:03 PM
Payment Method: Check Init: DDG
Notation: Lutsey 3768
-----------------------------------------------------------------------------
Permit No: B08-0093 Type: NEW (SFR,P/S,DUP) PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: 185 FOREST ROAD WEST UNIT
Total Fees: $11,139.06
This Payment: $7,090.05 Total ALL Pmts: $11,139.06
Balance: $0.00
****************************************************+**�**********+********�****************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 6,229.25
RF 11100003112700 RECREATION FEES 856.80
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
�-
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7�5 S. �ron�tage Rd.
Vail, Colorado 81657
Contractor
u
APPLICATiON WILL N�b�►�C��� IF INCOMPLETE OR UNSIG�VE� O,7 _ Q�,}9
�, �,� _,�Y � Project #: f�
�� ��� Buildin Permit #: �"C' �
Fx � �. , �� �
�
Separate
�N�
are required for electrical, plumbing, mechanical, etc.!
DNTRACTOR INFORMATION
'own of Vail Reg. No.: Contact Person and Phone #'s:
""18°t � JPS ' �70-( g
,
COMPLETE VALU IONS FOR BUILDING PERMIT Labor 8� M
BUILDING: $�('D� QQQ ELECTRICAL: $ �� Q�� OTMER: $
PLUMBING: $ It")�� iY'�� � MECHANICAL: $ , [��, `�O - TOTAL: $
For Parcel # Confact Ea le Coun Assess<
a,10�o11 13d'��
Job Name: '�� L� j^�-
Legal Description Lot: Block:
O�ce at 970-328-8640 or visit
Filing:
�
Job Address: �$� �02�C-S' I I�-r✓ •
Subdivision:
�L*��'f �11����� � _ :�±��'r)l:Y�
- ;-
— _ I �'% i - .. � t' � •
Z
�c./VI� �L�-/�✓t�l t,r�
Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Demo ( � Other ( )
Work Type: Interior () Exterior () Both ( Does an EHU exist at this location: Yes () No (
Type of Bldg.: Single-family ( ) Two-family ( Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: �- No. of Accommodation Units in this building: �..
No/Type of Firepiaces Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Buming ( �)
No/Type of Fireplaces Proposed: Gas Applianc�s (� Gas Lo s� Wood/Pellet () Wood Burnin NOT ALLOWI
Does a Fire Alarrri Exist: Yes () No ( Does a Fire Sprinkler System Exist: Yes () No (1
FOR OFFICE USE ONL'
4-17-2007.DOC
�P� � � Zoo�
TOWN OF VAIL
Page 1 of 7
-
,'
ro�o�u�. �
BUILDING PERMIT APPLICATION CHECKLIST
SINGLE FAMILY/DUPLEX CHECKLIST
This checklist is to be used with any single family/duplex permit (new construction , addition, or remodel application.)
❑ Town of Vail Design Review Board approval must first be obtained (may not apply to interior remodels)
❑ Pfan Check Fee must be paid at the time of application for projects over $100,000 valuation (see attached
schedule)
The following information must be shown on all 4 sets of plans:
Architectural Plans
❑ Site Ptans. Provide all site plan information as required for the Design Review Application for your project.
Refer to the DRB application checklist for complete details.
❑ Construction staging plans. Provide construction staging and materials storage site plans.
❑ Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scale noted, use of
each room shown on the plans. Location of inechanical equipment clearly shown
❑ Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails, windows,
doors, and finish grades.
❑ Window sizes and operation types. Specified on the floor plans or elevations.
❑ Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details
❑ Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch
❑ Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof
and crawl space ventilation. Show ceiling heights in rooms and crawl spaces.
� Rescheck compliance certificate and inspection checklist (new construction and additions only).
Provide a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed
on the building plans as required on the Rescheck compliance report. (www.energycodes.gov)
❑ Fireplaces. All fireplace types shown on the floor plans. Specify gas log set, or gas appliance at each fireplace.
Structural Plans
❑ Soils Report. Include 2 copies of the soils report for your lot.
❑ All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer.
❑ Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, Soi�s report
number and soil bearing capacity referenced per the soils report.
❑ Foundation plan. Provide a complete foundation plan with all footing/foundation section details
❑ Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses
clearly shown. Include framing construction details and connection schedules.
Other items
❑ Asbestos form completed. Asbestos test and report provided if any existing construction is proposed to be
disturbed. See Town of Vail asbestos testing requirement form.
� Plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees
will be paid upon issuance of a building permit.
I have read and understand the requirements of this checklist. If any required information is missing from the
applicatioi}fl-urTtl'e,r�tand the applicatio�ll not be accepted. �
� _
Applicant's Signature
Date
�
F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 2 of 7 04/17/2007
.
.
�ow�ivo�v� .
WHEN A"PUBLIC WAY PERMIT" IS REQUIRED
�
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
✓
o Is this a new residence? YES NO
o Does demolition work being performed require the�of the Right-of-Way, easements or
public property? YES�NO
o Is any utility work needed? YES NO
o Are there any improvements being done to the driveway? YES '� NO
o Is a different access needed to the site other than the existing driveway? YES_ NO �
o Is any drainage work being don at affects the Right-of-Way, eas�ents, or public property?
YES NO �
o Is a"Revocable Right-of-Way PermiY' required? YES NO
o Is the Right-of-Way, easements gr-public property to be used for staging, parking or fencing?
YES NO ✓
If answer it NO, is a parking, st ' g or fencing plan required by Public Works?
YES NO
If you have answered YES to any of these questions, a"Public Way Permit" must be obtained.
"Public Way Permit° applications may be obtained at the Public Works office or at Community Development.
If you h q tions please call Leonard Sandoval in Public Works at 970-479-2198.
I HAV AND ANSWERED A THE AB VE QUESTIONS.
�^���!'-�vC1-k.� L- •
Contractor Signature
Job or Project Name:
Date Signed: ( � O � ,
�-S (p�,J ��. �
Company Name
� : ••
F:\cdev\FORMS\Permits\Building\building�ermit_4-17-2007.DOC Page 6 of 7 04/17/2007
s O
Generated by REScheck Package Generator
Compliance Certificate
Project Title: Lutsey Residence
Report Date: 05/06/08
Energy Code: 2003 IECC
Location: Vail, Colorado
Construction Type: Single Family
Glazing Area Percentage: 19%
Heating Degree Days: 9248
Construction Site:
185 Forest Road
Vail, Colorado 81657
�C�:n,;:li����c<� Passes
Ceiling:
Wall:
Window:
Door:
Floor:
Owner/Agent: Designer/Contractor:
Kurt Segerberg
Segerberg Mayhew & Associates
Architects
P.O. Box 4700
Vail, CO 81658
970-476-4433
ksegerberg @sma rchs. com
49.0
21.0
38.0
0.0
0.350
0.350
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in the
REScheck Package Generator and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Lutsey Residence
Signature
Date
C�C�CDMC
�
MAY 0 8 1008 � � !
�, I
i
TOWN OF VAIL
Page 1 of 4
Date: 05/06/08
Ceilings:
Generated by REScheck Package Generator
Inspection Checklist
❑ Ceiling: R-49.0 cavity insulation
Comments:
Note: The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation
thickness over the plate lines of exterior wails, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be
substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used).
Above-Grade Walls:
❑ Wall: R-21.0 cavity insulation
Comments:
Note: Wall requirements apply to wood-frame wall constructions. Metal-frame wall or mass (concrete, masonry, log) wall equivalent
R-values can be found in the Help User's Guide.
Windows:
❑ Window: U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Note: Up to 1% of the total allowed glazing area may be excluded from the U-value requirement. For example, 3 ft2 of decorative
glass may be excluded from a building design with 300 ft2 of glazing area.
Doors:
❑ Door: U-factor: 0.350
Comments: Front door exempt
Note: Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken
from the door U-factor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door is not
available, include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the
door. One door may be excluded from this requirement (i.e., may hav a U-factor greater than 0.35).
Floors:
❑ Floor: R-38.0 cavity insulation
Comments:
Note: The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements or garages).
Floors over outside air must meet the ceiling requirements.
Note: Add an additional R-2 for heated slabs. The insulation must extend 1) down from the top of the slab, or 2) down from the top of
the slab to the bottom of the slab and then horizontally undemeath the slab, or 3) down from the top of the slab to the bottom of the
slab and then horizontally away from the slab, with pavement or at least 10 inches of soil covering the horizontal insulation.
Air Leakage:
� Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
� Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
Skylights:
� Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
Vapor Retarder:
� Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Lutsey Residence
Page 2 of 4
Materials Identification:
� Materials and equipment are installed in accordance with the manufacturer's installation instructions.
� Materials and equipment are identified so that compliance can be determined.
� Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
� Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
� Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
� Supply ducts in unconditioned attics or outside the building are insulated to R-11.
� Retum ducts in unconditioned attics or outside the building are insulated to R-6.
� Supply ducts in unconditioned spaces are insulated to R-11.
� Retum ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
� Where exterior walls are used as plenums, the wall is insulated to R-11.
Duct Construction:
� Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened.
� All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 181 B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
� The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
� Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Service Water Heating:
� Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
� Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
� Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
� All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
� HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Lutsey Residence Page 3 of 4
Table 1: Minimum Insu/ation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Temperature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Insulatio� Thickness in Inches by Pipe Sizes
Fluid Temp.
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 106-200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant and 40-55
Brine Below 40
NOTES TO FIELD: (Building Department Use Only)
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
Lutsey Residence Page 4 of 4
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h� � F� ASBESTOS ABATEMENT, INC.
G3 z �VWE�T WHITE AVENUE
GRA.I�1D� JIUNCTION, COLORADO �1505
1-800-7�8-1204 � .,�.
INSPECTION REPORT PREPARED F01;:
REPORT PREPARG.D BY:
JOHN R. PETERMAN
INSPECTOR MANAGER
CERTIFICATE NO: 526190192
FIELD STONE CONSTRUCTION
ATT:ENTION: STU KISSEL
LOCATION:
MAlN HOUSE
185 FORREST ROAD
��AIL, COLORADO 81657
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INTRODUCTION:
On April, 12, 2000, an inspection/survey was conducted and 17 bulk samples were collected from the
Main House
185 I'orrest Road
Vail, Colorado 81657
The purpose of the inspection/surve.y was to locate and sample suspected asbestos containing materials that
might be present in the hotise.
The inspection was made and the samples were collected by John R. Peterman, an A.H.E.R.A. and State of
Colorado certified Building Inspector. Great care was taken during the inspection and sampling to be as
accurate as possible. It should be nated that minimal damage was done to the existing building structures
during the inspection so there is no ciocumentation for unseen conditions or stored items.
All samples were analyzed by DCM Science Lab in Lakewood, Colorado. This laboratory is deemed
"Proficient" i.n the E.P.A. Quality Assurance (QA) program for the determination of asbestos in bulk
materials, and is accredited by the American EIygiene Association (AIHA).
SAMPLING PROTOCOL:
A random sampling scheme was used to sample the suspect materials that were discovered. If during any
fiiture demolition or renovation worlc suspect material is discovered that hasn't been sampled and would be
disturbed, work should Ue halted until tl�e material has been tested.
BUILDING :DESCRIPTION:
The Main House at 185 Forrest Road is three leve] structure. The top level is the garage and entryway. The
middle level is the kitchen, living room, dining room, laundry, study, bedroom, and baChroom. The lower
leve] is the fiirnace room, bedrooms and bathrooms. Tlie exterior walls are covered with two types of plaster
and board and baton wood siding. T'he roof is covered with wood shake shingles. The interior walls are
covered with sheetrock. The garage is taped sheetrock, the house has tow different types of texture. The
ceilings are open beam with tongue and grove roof boards, and texture like the interior walls. The floors are
covered with carpet for the most part and ceramic tile in some areas. The exterior soffits are wood and the
windows have no suspect glazing. The heating is provided by hot water baseboard heat and fireplaces.
CONCLUSIONS AND R�COMMENDATIONS:
Laboratory analysis of the bulk samr�lf,s indicate that no asbestos was detected in any of the bulk samples.
. „
�r
SAMPLE#
MNFR-B-001
M H FR-B-002
MHFR-B-003
MHFR-B-004
MHFR-B-005
M H FR-B-006
MHFR-B-007
MHFR-B-008
MHFR-B-009
MHFR-B-010
MHFR-B-011
MHFR-B-012
MHFR-B-013
MHFR-B-014
M H FR-B-015
MHFR-B-016
MHFR-B-017
SAMPL.E� LOrATION
AR�A SAMPLED FROM
Garage wall sa�ath east corner '�
Garage wall soutl� west corner
Garage wall north east corner
Closet lower floor NE bedroom
Closet lower floor N. mid bedroom
Closet lower floor NW bedroom
Mid bedroom lower floor wall
NW bedroom lower floor wall
Laundry room wall
2nd level study tvali
Wall upper level main entrance
Norht side exterior column
West wall by cr�wl space entrance
North wall west end
South side exteric�r wall left of entrance
South wall by gas meter
East wall right of garage door
DESCRIPTION
Composite sheetrock
Composite sheetrock
Composite sheetrock
Composite sheetrock w/heavy texture
Composite sheetrock w/heavy texture
Composite sheetrock w/heavy texture
Composite sheetrock w/light texture
Composite sheetrock w/light texture
Composite sheetrock w/light texture
Composite sheetrock w/light texture
Composite sheetrock w/light texture
Exterior plaster (old)
Exterior plaster (old)
Exterior plaster (old)
Plaster (new)
Plaster (new)
Plaster (new)
FRIABLE
YES/NO
No
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
No
No
..
�►
, �
SAMPLE RE:�ULTS
COLLECTI�C+r� DATE:4/12/00
SAMPLE # DESCRIP710hJ
MHFR-B-001 Composite sheetrock
MHFR-B-002 Composite sheetrock
MHFR-B-003 Composite sheetrock
MHFR-B-004 Composite sl��;etrock w/heavy texture
MHFR-B-005 Composi#e sheetrock w/heavy texture
MHFR-B-006 Composite sheetrock w/heavy texture
MHFR-B-007 Composite sheetrock w/light texture
MHFR-B-008 Composite sheetrock w/light texture
MHFR-B-009 Composite sheetrock w/light texture
MHFR-B-010 Composite sheetrock w/light texture
MHFR-B-011 Composite sheetrock w/light texture
MHFR-B-�012 Exterior plaster (old)
MHFR-B-013 Exterior piaster (old)
MHFR-B-014 Exterior plaster (old)
MHFR-B-015 Plaster (new)
MHFR-B-016 Plaster {new)
MHFR-B-017 Plaster (new)
KEY: NAD - No Asbestos Dei:ecied
ASBESTOS
TYPE
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
� �.
SUSPECT MA7E:RIAL CONDITION
TYPF OF �US�Y�CT OVERALL
SAMPLE # MA7ERIAL CONDITIONS DAMAGE
MHFR-B-001 SUR GOOD NO
MHFR-B-002 SUR GOOD NO
MHFR-B-003 SUR GOOD NO
MHFR-B-004 SUR GOOD NO
MHFR-B-005 SUR GOOD NO
IVIHFR-B-006 SUR GOOD NO
MHFR-B-007 SUR GOOD NO
MHFR-B-008 SUR GOOD NO
MHFR-B-009 SUR GOOD NO
MHFR-B-010 SUR GOOD NO
MHFR-B-011 SUR GOOD N�
MHFR-B-012 SUR GOOD NO
MHFR-B-013 SUR GOOD NO
MHFR-E3-014 SUR GOOD NO
MHFR-B-015 SUR GOOD NO
MHFR-B-016 SUR GOOD NO
MHFR-B-017 SUR GOOD NO
KEY: MISC - Miscellaneous
SUR - Surfacing
TYPE OF
% DAMAGE
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
0 N/A
i �
POTE:NTIAL FOR DISTURBANCE
SAMPLE # ACCESSIE39LITY
Yf=S/N(:)
MHFR-B-001 YES
MHFR-B-002 YES
MHFR-B-003 YE�i
MHFR-B-004 YES
MH FR-B-005 YE5
MHFR-B-006 YES
MHFR-B-007 YES
MHFR-[3-008 YES
MHFR-B-009 YES
MHFR-B-010 YES
MHFR-B-011 YES
MHFR-B-012 YES
MHFR-B-U13 YES
MHFR-B-014 YES
MHFR-B-015 YES
MHFR-L3-016 YES
MHFR-B-017 YE5
{<EY: MOD - Moderate
POTENTIAL
CONTACT
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
MOD
HIGH
HIGH
HIGH
INFLUEPICE
VIBRATION
LOW
LOW
LOW
LOW
LOW
LOVV
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
POTENTIAL LOCATED IN
AIR PLENUM
EROSION YES/NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
LOW NO
" DCM SCIENCE LABORATORY, Ih�.
i� ' ' BULI� ASBESTOS ANALYSIS - PAGE 1 OF 7
E _
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATEI�IENT, INC. REC�IPT DATE: 4-14-00
635 W. WHITE AVENTJI� CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO f.31505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1909
I?ERCENTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: 1R-A 1R-B 1R-C 1R-D
SAMPLE DATE: 4-12-00 4-12-00 4-12-00 4-12-00
� OF SAMPLE: 2.0� 8.0� 15.0� 75.0�
� CLIENT NO.: MHFR-B MHFR-B MHFR-B MHFR-B
ASBESTIFORM MINERAL FIBERS: 001 001 001 001
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLIT� 0.0 0.0 0.0 0.0
TREhiOLITE-ACTTNOLITE 0.0 0.0 0.0 0.0
ANTHOPHYLLIT� 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0,0 0.0 0.0 0.0
TOTAL ASBI;STOS CONT�NT OF SAMPL,E
OTHER FIBROUS CONSTITUI'sNTS
NON-FIBROLTS CONSTITU�NTS
TOTAI. PERCENTAGE IDrNTIFIEI) MATERIALS
0.0�
0.0 96.0 0.0 1.0
100.0 4.0 100.0 99.0
100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 1R COI�7S]:STS OF 4 PARTS, PART A IS WHITE PAINT, PART B IS BROWN
FIBROUS MATERIAL, PART C 15 WHIT� PLASTER AND PART D IS WHITE FIBROUS PLASTER.
,
.�
_ DCM SCIENCE LABORATORY, IN�.
� BUI�: ASBESTOS ANALYSIS - PAGE 2 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASB�STOS A:BAT�I�IENT, INC. RECEIPT DATE: 4-14-00
b35 W. WHITE AVENUE CLIENT JO$ NO.: RESIDENC�
GRAND JUNCTION, CO �31505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1909
PE].:CENTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -2R-A -2R-B -2R-C -2R-D
SAMF'LE DATE: 4-12-00 4-12-00 4-12-00 4-]_2-00
� or SAMPLE: 2.0� io.o� i2.o� �6.0$
CLIENT NO.: MHFR-B MHFR-B MHFR-B MHFR-B
ASBESTIFORM MIN�RAL FIBERS: 002 002 002 002
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREMOLITE-ACTINOLITE 0.0 0.0 0.0 0,0
ANTfiOPHYLLITE 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0 0.0
TOTAL ASBESTOS CONTENT OF SAMPLE 0.0�
OTHER FIBROUS CONSTITUTNTS
NON-I'IBROUS CONSTITUENTS
0.0 97.0 0.0 1.0
100.0 3.0 100.0 99.0
TOTAL PERCENTAGE IDENTII'IED MATERIALS 100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 2R CONS]CSTS Or 4 PARTS. PART A IS WHITE PAINT, PART B IS BROWN
FIBROUS MATERIAL, PART C IS WHITE PLASTER AND PART D IS WHITE FIBROUS PLASTER.
• _ DCM SCIENCE IABORATORY, IN�.
;., BULK ASBESTOS ANALYSIS - PAGE 3 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABA'TEMENT, INC. RECEIPT DATE: 4-14-00
635 W. WHITE AV�NU� CLIENT JOB NO.: RESIDENCE
GRAIQD JUNCTION, CO 31505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1909
PTRCENTAGE COMPOSITION BY AREA/VOLUME
ASBESTIFORM MINERAL FIBERS:
CHRYSOTILE
AMO>ITE
CROCIDOLITE
TREMOLITE-ACTINOLI'CE
ANTHOPHYLTITE
TOTAL ASBESTOS:
DCM LAB NO.: -3R-A -3R-B -3R-C -3R-D
SF�MPLE DATr: 4-12-00 4-12-00 4-12-00 4-12-00
� OF SAMPLL': 2.0� 8.0� 16.0� 74.0�
CLI�NT NO.: MHFR-B MHFR-B MHFR-B MH]?R-B
003 003 003 003
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
TOTAL ASBESTOS CONTENT Or :�AMPI.E
OTHER FIBkOUS CONSTITUENTS
NON-FIBROiJS CONSTITUENTS
0.0�
0.0 97.0 0.0 1.0
100.0 3.0 100.0 99.0
TOTAL PERCENTAGE IDENT:CrIEI) MATERIALS 100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 3R CONS:CSTS OF 4 PARTS. PART A IS WHITE PAINT, PAR7' B IS BROWN
FIBROUS MATERIAL, Pl�RT C IS WHITE PLASTER AND PART D IS WHITE FIBROUS PLASTER.
• _ DCM SCIENCE LABORATORY, IN�.
i � � I3ULK ASBES'COS ANALYSIS - PAGE 4 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATE:MT.NT, INC. RECEIPT DATE: 4-14-00
635 W. 6]HITE AV�NUE CLIENT JOB NO.: RESIDENCE
GRAIID JUNCTION, CO $1505 PROJECT TITLE: 185 I'ORREST ROAD, VAIL
PROJECT NUMBER: AB1909
P�:RCENTAGE COMPOSITION BY AREA/VOLUME
i
DCM LAB NO.: -4R-A -4R-B -4R-C -�FR-D
SAMI'LE DATr: 4-12-00 4-12-00 4-12-00 4-12-00
' �; OF SAMPL�: 1.0� 6.0� 10.0� 83.0�
� CLIENT NO.: i�iFR-B MHFR-B MHFR-B MHI'R-B
i ASBESTIFORM MINERAL rIBBRS: 004 004 004 004
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSTTE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
K TREMOLITE-ACTINOLITr 0.0 0.0 0.0 0.0
� ANTHOPHYLLITE 0.0 0.0 0.0 0.0
F
TOTAL ASB�STOS: 0.0 0.0 0.0 0.0
TOTAL ASBrSTOS CONTENT 01 :SAriPLE 0.0$
OTHER FIBROUS CONSTITUEN'CS 0.0 0.0 96.0 2.0
NON-FIBROiJS CONSTITUENTS 100.0 100.0 4.0 9£i.0
TOTAL PERCENTAGE IDENTIFIED MATERIALS 100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 4R CONSISTS OF 4 PARTS. PART A IS WHITE PAINT, PART B IS WHITE
PLASTGR, I?ART C IS BROWN FIBROUS MATERIAL AND PART D IS WHITE FIBROUS PLASTER.
_ DCM SCIENCE LABORATORY, IN�.
•. � ' BULK ASBESTOS ANALYSIS - PAGE 5 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASI3ESTOS ABATEI�IENT, INC. RECEIPT DATE: 4-14-00
635 W. WIIITE AVrNUI: CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO 81505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1909
PERC�NTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -SR-A -SR-B -SR-C -SR-D
SAMPLE DATE: 4-12-00 4-12-00 4-12-00 4-12-00
`b Or SAMPLE: 2.0� 10.0� 12.0� 76.0�
CLI�NT NO.: MHFR-B MHFR-B MHFR-B MHFR-B
ASBESTIF012M MINERAL FIB�RS: 005 005 005 005
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROrIDOLITE 0.0 0.0 0.0 0.0
TREMOLITE-ACTINOLIT� 0.0 0.0 0.0 0.0
f�NTHOPHYLLITE 0.0 0.0 0.0 0.0
TOTAL ASBFSTOS: 0.0 0.0 0.0 0.0
TOTAL ASBESTOS CONTENT OF SAMPLE 0.0�
OTHER FIBItOUS CONSTITZ.T�N'I'S 0.0 97.0 0.0 2.0
NON-FIBROiJS CONSTITUENTS 100.0 3.0 100.0 98.0
TOTAL PERCENTAG� IDENTIFI�:D MA7'ERIALS 100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. SR CONSISTS OF 4 PARTS. PART A IS WHITE PAINT, PART B IS BROWN
FIBROUS Mt�TERIAL, PART C IS ��IIiITE PLASTER AND PART D IS WHITE FIBROUS PLASTER.
., .
• DCM SCIENCE LABORATORY, IN�.
`: � BULK ASBESTOS ANATySIS - PAGE 6 OI' 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS A.BP,TEMENT, INC. RECEIPT DATE: 4-14-00
b35 W, WHITE AVENUE CLIENT JOB NO.: RESIDENC�
GRAND JUNCTION, CO 81505 PROJ�CT TITLE: 185 FORREST ]30AD, VAIL
PROJECT NUMBER: AB1909
FERC�NTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -6R-A -6R-B -6R-C -6R-D
SAM:PLE DATE: 4-12-00 4-12-00 4-12-00 4-:12-00
� OF SAMPLE: 1.0� 10.0� 13.0� 76.0�
CLIENT NO.: MHFR-B MHFR-B MHFR-B MFIFR-g
ASBESTII'ORM MINERAL T'IBERS: 006 006 006 006
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0
TREMOLI7'�-ACTINOLIZ'L' 0 . 0
0.0 0.0 0.0 0.0
ANTHOPHYLLIT� 0.0 0.0 0.0 0.0
TOT.AL ASBESTOS: 0.0 0.0 0.0 0.0
TOTAL ASBESTOS CONT�NT OF SAMPL� 0.0%
OTHER FIB:E20US CONSTITUFNTS
NON-FIBROUS CONSTITUBNTS
� 1
100.0
97.0 0.0 1.0
3.0 100.0 99.0
TOTAL PERCENTAG� IDENTIFI�D MA'CERIALS 100.0 100.0 100.0 100.0
NOT�S: S,SMPLE N0. 6R CONSISTS OF 4 PARTS. PAFtT A IS WHITE PAINT, PART B IS BROWN
FIBROUS MATERIAL, PAP.T C IS WH:[TE PLAST�R AND PART D IS WHITE TIBROUS I?LASTER.
., .
•, -
nCi111 Science Laboratory, Inc.
`� 12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM Project No.: AB 1909
Client Job No.: 185 FORREST RD
Bulk Sample Analysis
BULK SAMPLE ANALY5IS PROCEDURES:
Page 7 of �
DCM Science Laboratory, Inc. an��lyzes bulk asbestos samples following procedures developed by the
McCrone Research Institute and in compliance with guidelines established by the Environmental Protection
Agency (EPA-600/R-93/116, July, 1993),
Bulk samples are prepared for an�7lysis using a 10X-80X stereo microscope in a hepa filter hood which provides
a contamination-free environment. The sample is then analyzed by polarized light microscopy (PLM) at 100X.
When the sample consists of m�re than one layer, each layer is prepared and analyzed separately. Fiber and
matrix materials are identified by tl�e ch�racterization of optical properties including color and pleochrorism,
form, cleavage, relief, birefringerice, extinction, orientation, twinning, interference figure and other distinguishing
features. Dispersion stainin� is also us�d to further aid in mineral identification. Ali percentages of asbestos,
other fibers and non-fibrous constiluents are calculated from the values obtained from the stereo and PLM
microscopes analysis. In-house ar�d NIST standards as well as a chart prepared by R.D. Terry and G.V.
Chilinger for "The Journ7l of Sedimentary Petrology", (Volume 24, pp. 22g-234, 1955) provide a guide for
estimating percentages. All samples are archived for six months unless other arrangements are made by the
client.
ACCREDITATION:
DCMSL is accredited by the All-IA (since 1986). Our accreditation number is 305. DCMSL was accredited by
NVLAP (since April 1, 1989). Oiar IVVLAP Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must nat be used by the client to claim endorsement by NVLAP or any agency of the
U.S. Government.
This test report relates only to th� items t�sted. This report may not be reproduced except in full, without the
written approval of the laboratory. 1"he analysis was performed by :
John Silverman
, �,� � � '' �i.r°-"G-1
Ron Schott -
Ron Schott
Laboratory Director
Robert Wagner
`-f- ry_ o�
Date
0
r .
. , DCM SCIENCE LABOEtATORY, IN,
" 33ULK ASB�STOS ANALYSIS - PAGE 1 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATEM�NT, INC. RECEIPT DATE: 4-14-00
635 W. GTFiIT� AVENLTE CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO 81505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1910
PERCENTAG� COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -1R-A -1R-B -1R-C -1R-D
SAMPLE DATE: 4-12-00 4-12-00 4-12-00 4-"12-00
� OF SAMPLE: 1.0� 3.0� 15.0$ 81.0�
CLtENT NO.: Mi-IFR-B MHFR-B MHFR-�3 MHFR-B
A5B�STIFORM MIN�Rf�L FIBERS: 007 007 007 007
CHRYSOTIL� 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREMOLITE-ACTINOLITL' 0.0 0.0 0.0 0.0
ANTHOPHYLLIT� 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0 0.0
TOTAL ASBESTOS CONTENT OF SAMPLE 0.0�
OTHER FIB]tOUS CONSTITUBNTS 0.0 100.0 0.0 2.0
� NON-FIBROUS CONSTITUENTS 1Q0.0 0.0 100.0 98.0
TOTAL PERCENTAGE IDENTIFIED MAT�RIALS 100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 1R CONSISTS OF 4 PARTS. PART A IS TAN PAINT, PART B IS TAN
FIBROUS MATERIAL, PART C IS WHITE PLASTER AND PAR.T D IS WHITE FIBROUS PLASTER.
.,
�
� • _ DCM SCIENCE LABORATORY, IN�.
BULK ASBESTOS ANALYSIS - PAGE 2 OF 7
CLIBNT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATEMrNT, INC. RECEIPT DATE: 4-14-00
635 W. WHITE AVENUE CLIENT JOB NO.: RESIDENCE
GR.AND JUNCTION, CO 81505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1910
PrRC�NTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -2R-A -2R-B -2R-C -2R-D
SAMPLE DATE: 4-12-00 4-12-00 4-12-00 4-12-00
� OF SAMPLE: 1.0� 3.0� 22.0� 74.0$
CLIENT NO.: MHFR-B I�IFR-B MHFR-B MHrR-B
ASBESTIFORM MINERAL FIBERS: 008 008 008 008
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREMOLITE-ACTINOLIT� 0.0 0.0 0.0 0.0
ANTHOPHYTLIT� 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0,0 0.0 0.0
TOTAL ASBESTOS CONTENT OF SAA4PLE 0.0�
OTHER FIB120US CONSTITUTNTS
NON-FIBROUS CONSTITUENTS
0.0 100.0 0.0 2.0
100.0 0.0 100.0 98.0
TOTAL PERCENTAG� IDENTIF:[ED MATERIALS 100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 2R CONSISTS OF 4 PARTS. PART A IS TAN AND RED PAINT, PART B IS
TAN FIBROIJS MATERIAL, PART C IS WHITE PLASTER AND PART D IS WHITE FIBROUS PLASTER.
� ,
�
DCM SCIENCE LABORATORY, IN�.
BULK ASBESTOS ANALYSIS - PAGE 3 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABAT1;rf.ENT, INC. RECEIPT DATE: 4-14-00
635 W. WHITE AV�NU]? CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO 81505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1910
]?EF.C�NTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -3R-A -3F.-B -3R-C -3R-D
SAMPLE DATE: 4-12-00 4-12.-00 4-12-00 4-12-00
� OF SAMPLE: 2.0� S.Og 20.0� 70.0�
CLIENT NO.: MHrR-B MHFR-B MHFR-B MHFR-B
ASBESTIFORM MINERAL FIBERS: 009 009 009 009
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREMOLITT-ACTINOLITE 0.0 0.0 0.0 0.0
ANTHOPHYTLITE 0.0 0.0 0.0 0.0
TOTA.L ASl3ESTOS: 0.0 0.0 0.0 0.0
TOTAL AS13�STOS CONTENT OF' SEiMPLE 0.0�
OTHER FIBROUS CONSTITUL;N7'S
NON-FIBROUS CONSTITUFNTS
0.0 100.0 0.0 2.0
100.0 0.0 100.0 98.0
TOTAL PERCENTAG� IDENTIFI:I�D MATERIALS 100.0 100.0 100.0 100.0
NOTES: SAMPL� N0. 3R CODTSISTS OF 4 PARTS. PART A IS TAN PAINT, PART B IS TAN AND
WHITE FIBROUS NIATERIAL, PART C IS WHITE PLASTER AND PART D IS PINK PLAS'rER.
�� DCM SCIENCE LABORATORY, IN
�� - BULK ASBESTOS ANALYSIS - PAGE 4 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASB�STOS A�AT�P�ENT, INC. RECEIPT DATE: �E-14-00
635 W. WHITE AVEI�IUr CLIENT JOB NO.: RESIDENCE
GRATiD JUNCTION, CO 8.1505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMB�R: AB1910
PERCENTAGE COr�POSITION BY AREA/VOLUME
DCM LAB NO.: -4R-A -4R-B -4R-C -4R-D
SAMPL� DATE: 4-12-00 4-12-00 4-12-00 4-12-00
� OF SAMPLE: 1.0� 6.0� 46.0� 47.0�
CLIENT NO.: MHFR-B MHI'R-B MHFR-B Nff-IFR-B
ASB�STIFOF:M MINERAL FIl3EP.5 ; O10 010 O10 O10
CHRYSOTIL� 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0,0 0.0
CROCIDOLITE 0,0 0.0 0.0 0.0
TREMOLITE-ACTINOLITE 0.0 0.0 0.0 0.0
ANTHOPHYLLITE 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0 0.0
TOTAL ASBI:STOS CONTENT OF :'�AMPLE 0.0�
OTHER FIBF.OUS CONSTITU�N7'S 0.0 100.0 0.0 2.0
NON-I'IBROUS CONSTITUENTS 100.0 0.0 100.0 98.0
TOTAL PERC;ENTAGE IDENTIFT_EI) MATERIALS 100.0 100.0 100.0 100.0
NOT�S: SAMPLE N0. 4R CONS:CSTS OT 4 PARTS. PART A IS TAN FAINT, PART B IS TAN AND
WHITE I'IBF,OUS MATERIAL, PAItT C IS WHITE PLASTER AND PART D IS WHITE FIBROUS PLASTER.
w
�,
. _ DCM SCIENCE LABORATORY, IN�.
BUL.K ASBESTOS ANALYSIS - PAGE 5 OF 7
CLIENT: ANALYSIS DATG: 4-14-00
A& B ASBESTOS ABATE]KENT, INC. REC�IPT DATE: 4-14-00
6�5 W. WHITE AVENU� CLIENT JOB NO.: RESID�NCE
GRAIJD JUNCTION, CO 81505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1910
PERCENTAGE CO�POSITION BY AR�A/VOLUME
DCM LAB NO.: -SR-A -5R-B -SR-C -SR-D
SAMPLE DATE: 4-12-00 4-12-00 4-12-00 4-12-00
� OF SAMPLF?,: 1.0� 5.0� 40.0$ 54.0�
CLIENT NO.: MHFR-B MHI'R-B MHFR-B MHrR-B
ASBESTIFOI2M MINERAL FIBERS: O11 011 011 011
CHR`.�'SOTILE 0.0 0.0 0.0 0.0
AM03ITE 0.0 0.0 0.0 0,0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREMOLITE-ACTINOLITE 0.0 0.0 0.0 0.0
ANTHOPHYLLITE 0.0 0.0 0.0 0.0
TOTAL ASB�STOS; 0.0 0.0 0.0 0.0
TOTAL ASBI?STOS CONTENT OI' ;7AMPLE O.Og
OTHER FIBROUS CONSTITUENTS
NON-FIBROIJS CONSTITUENTS
0.0 100.0 0.0 3.0
100.0 0.0 100.0 97.0
TOTAL PER(,�NTAGE IDBNTIrIED MATERIALS 100.0 100.0 100.0 100.0
NOTES: SfLMPL� N0. 5R CONS:CSTS OF 4 PARTS, PART A IS TAN PAINT, PART B IS TAN
FIBROUS MATERIAL, PART C IS WHIT� PLASTER AND PART D IS WHITE FIBROUS PLASTER.
��` • DCM SCTENCE LABORATORY, IN�.
BULIC ASBESTOS ANALYSIS - PAGE 6 OF 7
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATrMENT, INC. RECEIPT DATE: 4-14-00
635 W. WHITE AV�NUE CLIENT JOB NO.: RESID�NCE
GRAND JUNCTION, CO II1505 PROJECT TITLE: 185 rORREST ROAD, VAIL
PROJECT NUMBER: AB1910
PF?2CF.NTAGE CO�POSITION BY AREA/VOLUME
DCM LAB NO.: -6R-A -6R-B -6R-C
SAMPLE DATE: 4-12-00 4-12-00 4-12-00
� OF SAMPLE: 2.0� 45.0� 53.0�
CLIENT NO.: MHFR-B N�IFR-B MHFR-B
ASBESTIFOFtM MINERAL FIBERS: 012 012 012
CHR`.tSOTILr 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0
CROCIDOLIT� 0.0 0.0 0.0
TR�MOLITE-ACTINOLIT� 0.0 0,0 0.0
ANTHOPHYLI.ITE 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0
TOTAL ASBI?STOS CONTENT OI' SAMPLE 0.0�
OTHER FIBROUS CONSTITUENTS 0.0 0.0 0.0
NON-FIBROLJS CONSTITUENTS 100.0 100.0 1.00.0
TOTAL PERGENTAGB IDENTII'IE]) MATERIALS 100.0 100.0 100.0
NOTES; SAMPLE N0. 6R COI�S:f.STS OF 3 PARTS. PART A IS WHITE PAINT, PART B IS WHITE
PLASTER AND PART C IS GREY CONCR�TE PLASTER.
� �+' C)CM Science Laboratory, Inc.
� 12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM ProJect No.: AB 1910
Client Job No.: 185 FORREST RD
Bulk Sample Analysi �
BULK SAI111PLE ANALYSI� Pf�CJ��EDURES:
Page � of �
DCM Science Laboratory, Inc. analyzes bulk asbestos samples following procedures developed by the
McCrone Research Institute and ir� compliance with guidelines established by the Environmental Protection
Agency (EPA-600/R-93/116, Ju1y, 1993).
Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood which provides
a contamination-free environment. The sample is then analyzed by polarized light microscopy (PLM) at 100X.
When the sample consists of mare than one layer, each layer is prepared and analyzed separately. Fiber and
matrix materials are identified by the characterization of optical properties including color and pleochrorism,
form, cleavage, relief, birefringence, extinction, orientation, twinning, interterence figure and other distinguishing
features. Dispersion staining is also used to further aid in mineral identification. All percentages of asbestos,
other fibers and non-fibrous constituents are calcu�ated from the values obtained from the stereo and PLM
microscopes analysis. In-house and NIST standards as well as a chart prepared by R.D, Terry and G.V.
Chilinger for "The Journal of Sedimentary Petrology", (Volume 24, pp. 229-234, 1955) provide a guide for
estimating percentages. All samples are archived for six months unless other arrangements are made by the
client.
ACCREDITATIO�I:
DCMSL is accredited by the AIHA (since 1986). Our accreditation number is 305. DCMSL was accredited by
NVLAP (since April 1, 1989). Our IVVLAP Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of the
U.S. Governmenf.
This test report relates only to the items tested. This report may not be reproduced except in full, without the
written approval of the laboratory. "fhe analysis was performed by :
� �--
John Siiverman
����i`��
Ron Schott Date
Ron Schott
Laboratory Director
� '.
� . • _ DCM SCIENCE LABORf1TORY, IN�.
. BUI,I: ASBESTOS ANALYSIS - PAGE 1 OF 6
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATEI�IENT, INC. RECEIPT DATE: 4-14-00
635 W. W1-IITE AVENU}� CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO ��31505 PROJECT TITLE: 185 FOR.REST ROAD, VAIL
PROJECT NUMBER: AB1911
PERC�N7'AGE COHIPOSITION BY AREA/VOLUME
UCM LAB NO.: -1R-A -1R-B -1R-C
SAMPLE DATE: 4-12-00 4-12-00 4-12-00
� OF SAMPLE: 3.0� 45.0$ 52.0�
CLl'ENT NO.: MHFR-B MHrR-B MHFR-B
ASBESTLFOItM MINERAL FTBERS: 013 013 013
CHRYSOTILE 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0
CROCIDOLITr 0.0 0.0 0.0
TREMOLITE-ACTINOLIT� 0.0 0.0 0.0
ANTHOPHYLLITE 0.0 0.0 0.0
TOTAL ASBrSTOS: 0.0 0.0 0.0
TOTAL ASBI?STOS CONTENT OI? SAMPL� 0.0�
OTHER FIBROUS CONSTITUENTS 0.0 0.0 0.0
NON-FIBROIJS CONSTITUENTS 100.0 100.0 100.0
TOTAL PERCENTAGE IDENTII'IE1� MATERIALS 100.0 100.0 100,0
NOTES: Sf�hIPLE N0. 1R CONS:fSTS OF 3 PARTS. PART A IS GREY PAINT, PART B IS WHITE
CONCRETE I'LASTER AND PART f.; IS GREY CONCRETE PLASTER.
!�`
� ' - DCM SCZ�NCE LABORATORY, INC.
BULK ASBESTOS ANALYSIS - PAGE 2 OF 6
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASAESTOS ABATEMENT, INC. RECEIPT DATE: ��-14-00
635 W. WHITE AVENUL� CLIENT JOB NO.; RESIDENCE
GRAND JUNCTION, Cd ��31505 PROJECT TITLE: 185 FORREST R�
PROJECT NiJMBER: AB1911
PERCENTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.: -2R-A -2R-B -2R-C
SAMPLE DATE: 4-12-00 4-12-00 4�-12-00
� OF SAMPLE: 2.0� 47.0� 51.0�
CLIENT NO,: MHFR-B MHFR-B MHFF-B
ASBESTIFORM MINERAL FIBERS: 014 014 014
CHRYSOTILE 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0
TREMOLITE-ACTINOLITE 0.0 0.0 0.0
ANTHOPI-IYLLIT� 0.0 0.0 0.0
TOTAL ASBESTOS: 0,0 0.0 0.0
TOTAL ASBE;STOS CONTENT OT 3AMPLE 0.0�
OTHER FIBF;OUS CONSTITIIENTS 0.0 0.0 0.0
NON-I'IBROUS CONSTITUETITS 100.0 100.0 100.0
TOTAL PERCENTAGE IDENTIFIED MATERIALS 100.0 100.0 100.0
NOTES: SAMPLE N0. 2R CO�TS:CSTS OI' 3 PARTS. PART A IS WHITE PAINT, PART B IS WHITE
CONCRETE F'LASTER AND Pt�R'T C IS GREY CONCRETE PI,ASTER.
�.
.
.
�
� _ DCM SCIENCE LABOR.ATORY, IN�.
BULK ASBESTOS ANALYSIS - PAGE 3 OI' 6
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASB�STOS ABATEI�ENT, INC. RECBIPT DATE: ��-14-00
635 W. WHITE AVENUE CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO 81505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT N(JMBER: A.B1911
PE�CENTAG� COMPOSITION BY AREA/VOLUMC
DGM LAB NO.: -3R-A -3R-B -3R-C
SAMPLE DATE: 4-12-00 4-12-00 4-12-00
� OF SAMPLE: 3.0� 6,0� 91.0�
CLIENT NO.: MHFR-B MHF'R-B MHFR-B
ASBESTIFOItM MINER.AL FIBERS: O15 015 015
CHRXSOTIL� 0.0 0.0 0.0
AMOSITE 0.0 0.0 0,0
CROCIDOLITE 0.0 0.0 0.0
TREt40LITE-ACTINOLITE 0.0 0.0 0.0
ANTIiOPHYLLITE 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0
TOTAL ASBI.STOS CONTENT OF SAMPLE 0.0�
OTHER FIBROUS CONSTITiJENTS
NON-FIBROiJS CONSTITUENTS
0.0 0,0 0.0
100.0 100.0 100.0
TOTAL PERCENTAGE IDENTIFIED MATERIALS 100,0 100.0 100.0
NOTES: SAMPLE N0. 3R CONSISTS OF 3 PARTS. PART A IS WHITE PAINT, PART B IS GREY
CONCRETE PLAST�P. AND PART C IS WHITE CONCRETE PLASTER.
.
* .
� • _ DCM SCIENCE LABORATORY, INc,,
�� B�ULK ASBES'I'OS ANALYSIS - PAGE 4 OF 6
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATEP�[ENT, INC. RECEIPT DATE: 4-14-00
635 �1. WHITE AVENUE CLIENT JOB NO.: RESIDENCE
GRAND JUNCTION, CO �31505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1911
PERCENTAGE CONfPOSITION BY AREA/VOLUME
DCM LAB NO.: -4R-A -4R-B -4R-C -4R-D
SAMPL� DATF:: 4-12-00 4-12-00 4-12-00 4-12-00
g OF SAMPLE: 1.0$ ?_0.0� 20.0� 59.0�
CLIENT NO.: MHFR-B MHFR-B MHFR-B MHFR-B
ASBESTIFOF�M MTNERAL FIBERS; 016 016 016 016
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREhiOLITE-ACTINOLITE 0.0 0.0 0.0 0.0
ANTIiOPHYLLITE 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0 0.0
TOTAL ASBESTOS CONTENT OF :�AMPLE
OTHER FIBROUS CONSTITU�NTS
NON-I'IBROLJS CONSTITUENTS
TOTAL PERC;ENTAGE IDENTIFIED MATERIALS
0.0�
0.0 0.0 TR TR
100.0 100.0 100.0 100.0
100.0 100.0 100.0 100.0
NOTES: SAMPLE N0. 4R CONS:[STS OF 4 PARTS. PART A IS WHITE PAINT, PART B IS WHITE
FOAM, PAR7' C IS WHITE CONCR�TE PLASTER AND PART D IS GREY CONCRETE PLASTER.
��'
` _ DCM SCIENCE LABORATORY, INC.
�. BULK ASBESTOS ANALYSIS - PAGE S Or 6
CLIENT: ANALYSIS DATE: 4-14-00
A& B ASBESTOS ABATEP4ENT, INC. RECEIPT DATE: 4-14-00
635 W. WHITE AVENUE CLIENT JOB NO.: RESIDENCE
GRAIJD JUNCTION, CO c�1505 PROJECT TITLE: 185 FORREST ROAD, VAIL
PROJECT NUMBER: AB1911
P�RCENTAGE COMPOSITION BY AREA/VOLUME
DCM LAB NO.; -SR-A -SR-B -SR-C -SR-D
SAM]?LE DAT�: 4-12-00 4-12-00 4-12-00 4-12-00
� 0� SAMPLE: 1.0� 4.0� 12.0� 83.0�
CLIENT NO.: MHFR-B MHFR-B MHFR-B MNT'R-B
ASBESTIFO1tM MINERAL FIBERS: 017 017 017 017
CHRYSOTILE 0.0 0.0 0.0 0.0
AMOSITE 0.0 0.0 0.0 0.0
CROCIDOLITE 0.0 0.0 0.0 0.0
TREi40LITE-ACTINOLITE 0.0 0.0 0.0 0.0
ANTHOPHYLLITE 0.0 0.0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0.0 0.0
TOTAL ASBL'STOS CONTENT OF SAMPLE 0.0�
OTHER FIBROUS CONSTITU�NTS
NON-FIBROUS CONSTITU�NTS
0.0 100.0 0.0 TR
100.0 0.0 100.0 100.0
TOTAL PERc;ENTAG� IDENTIFZED MATERIALS 100.0 100.0 100.0 100.0
NOTES; SAMPLE N0. 5R CONSISTS OF 4 PARTS. PART A IS TAN PAINT, PART B IS WHITE
FIBROUS, WOVEN MATERIAL, P,9RT C IS WHITE FOAM AND PART D IS GREY CONCRETE PLASTER.
��
1 `
dCM Science Laboratory, Inc.
12421 W. 49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM Project No.: AB 1911
Client Job No.: 185 FORREST RD
Bulk Sample Analysis
BULK SAMPLE /�NALYSIS PROCEDURES:
t'age �P of �
DCM Science Laboratory, Inc, analyzes bulk asbestos samples foliowing procedures developed by the
McCrone Research Institute and in compliance with guidelines established by the Environmental Protection
Agency (EPA-600/R-93/116, July, 1993).
Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood which provides
a contamination-free environment. The sample is then analyzed by polarized light microscopy (pLM) at 100X.
When the sample consists of morE� than one layer, each layer is prepared and analyzed separafiely. Fiber and
matrix materiais are identified by the characterization of optical properties including color and pleochrorism,
form, cle�vage, relief, birefringenc�, extinction, orientation, twinning, interference figure and other distinguishing
features. Dispersion staining is also used to further aid in mineral identification. All percentages of asbestos,
other fibers and non-fibrous consti�#uents are calculated from the values obtained from the stereo and PLM
microscopes analysis. In-house and NIST standards as well as a chart prepared by R.D. Terry and G.V.
Chilinger for "The Journal of Sedimentary Petrology", (Volume 24, pp. 22g-234, 1955) provide a guide for
estimating percentages. All samples are archived for six months unless other arrangements are made by the
client.
, ACCREDITATION:
DCMSL is �ccredited by the AIHA (since 1986). Our accreditation number is 305. DCMSL was accredited by
NVLAP (since April 1, 1989). Our NVLAP Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must nc�t be used by the client to claim endorsement by NVLAP or any agency of the
U.S. Government.
This test report relates only to the ilems tested. This report may not be reproduced except in full, without the
written approval of the laboratory. The analysis was performed by :
_ _�
John Silverman
Ron Schott
Ron Schott
Laboratory Director
Robert Wagner
�-1 - � u � o v
Date
JUL-��-�bb� 1�:44 From:HP-GEOTECH 9709458454
i-- �
H
tE�h
HEPWORTH - PAWLAK GEOTECHNICAL
To:19708459569
IIS� N,�itli I',i�a.Li4. ( ����t�..f,iii: �I lin.
tii��t-� � �,�n,iti I:,,,�.I I � I
t�Irna,���,.l��nn�,:,l �I�n,�I�-•li,;'I
I'h�n�� �i��� �.i�� ;�i,.:
f:i� `!i�l �1�5 t��{S.}
�: m.nl Iq��c� ��n�y�,�,.� �i�.�, li ,_, �ni
P.2�5
Ju�y z2, Zoos �-�.,- o� .3 i�-�-�.
� 8 %
Sunder, Inc.
Attn: John Sunderland
P.O. Box 1393
Edwards, Colorado 81632
Job No. 108 400A
Subject: Observation of Excavation, Proposed Western Half of Existing Duplex,
Lot 26, Block 7, Vail Village ls` Filing, ]85 Forest Road, Vail, Colorado.
Dear Mr. Sunderland:
As requested, a representative of Hepworth-Pawlak Geotechnical, Inc, observed the
excavation at the subject site on July 17, 2008 to evaluate the soils exposed for foundation
support. The findings of our observations and recommendations for the foundation
design are presented in this report. The services were performed in accordance with our
agreement for professional engineering services to Sunder, Inc., dated July 16, 2008.
The western half of the existing duplex was razed as part of the proposed construction.
The proposed construction will consist of a two story wood frame structure over a
walkout basement level. We understand that due to over-excavation of unsuitable bearing
soils in the building area, a structural basement floor is being planned. The attached
gazage floor will be slab-on-grade. Spread footings sized for an allowable soil bearing
pressure of 2,000 psf were assumed in the design.
At the time of our visit to the site, the foundation excavation had been cut in multiple
levels from 3 to 10 feet below the adjacent ground surface. The uphill, southern portion
of the excavation had not been completed. The soils exposed in the bottom of the
excavation consisted of slightly clayey silty sand and gravel in the northern portion of the
excavation and silty sand in the southwest portion of the excavation. The cut depths
extended through the old fill from the previous construction. Results of swell-
consolidation testing performed on a sample of silty sand taken from the site, shown on
Figure l, indicate the soils have low to moderate compressibility under conditions of
loading and wetting. The results of a gradation analysis performed on a sample of silty
�';IC��t'C ?l�� �i'�� / � ��� • � �t���lffl��ct �4�1'lllti� � ��) (�Z3 4Sf1�. o �1�\�'Ll�ti�tl�i° �)lli �}(�,'� �'•1;�'•i
JUL-22-2008 10:44 From:HP-GEOTECH 9709458454 To:19708459569 P.3�5
.--
Sunder, Inc.
July 22, 2008
Page 2
sand and gravel (minus 3 inch fraction) obtained &om the site are presented on Figure 2.
No free water was encountered in the excavation and the soils were slightly moist to
moist.
Considering the conditions exposed in the excavation and the nature of tlie proposed
construction, spread footings placed on the undisturbed natural soil designed for an
allowable soil bearing pressure of 2,000 psf should be adequate for support of the
proposed western half of the duplex. The bearing soils are variable and the silty sand
soils tend to compress when loaded and wetted. There could be some post-construction
settlement of the foundation that could be differential between the different bearing
rr�aterials and the eastern half of the duplex. Footings should be a minimum width of 16
inches for continuous walls and 2 feet for columns. Loose disturbed soils and any
remaining fill in footing areas should be removed and the bearing level extended down to
the undisturbed natura] soils. Exterior footings should be provided with adequate soil
cover above their bearing elevations for frost protection. Continuous foundation walls
should be reinforeed top and bottom to span lacal anomalies such as by assuming an
unsupported length of at least 12 feet. Foundation walls acting as retaining structures
should also be designed to resist a lateral earth pressure based on an equivalent fluid unit
weight of at least 50 pcf for on-site soil as backfill. A perimeter foundation drain should
be provided to prevent temporary buildup of hydrostatic pressure behind the basement
walls and prevent wetting of the lower level. Structural fill placed within floor slab areas
can consist of the on-site soils compacted to at least 95% of standard Proctor density at a
moisture content near optimum. Backfill placed around the structure should be
compacted and the surface graded to prevent ponding within at least 10 feet of the
building.
The recommendations submitted in this letter are based on our observation of the soiis
exposed within the foundation excavation and do not include subsurface exploration to
evaluate the subsurface conditions within the ]oaded depth of foundation influence. This
study is based on the assumption that soils beneath the footings have equal or better
support than those exposed. The risk of foundation movement may be greater than
indicated in this report because ofpossible variations in the subsurface conditions. ln
order to reveal the nature and extent of variations in the subsurface conditions below the
Job No. 108 400A
C�b�l'1
JUL-22-2008 10:44 From:HP-GEOTECH
Sunder, Inc.
July 22, 2008
Page 3
9709458459 To:19708459569 P.4�5
excavation, drilling would be required. It is possible the data obtained by subsurface
exploration could change the recommendations contained in this letter. Our scrvices do
not inciude determining the presence, prevention or possibility of mold or other biological
contaminants (MOBC) developing in the future. If the client is concerned about MOBC,
then a professional in this special field of practice should be consulted.
If you have any yuestions or need further assistance, please call our office.
Sincerely,
HEPWORTH — PAWLAK GEOTECHNiCAL,1NC.
Jordy Z. Adamson, h
Rev. by: SLP
JZA/vam
attachments Figure 1— Swell-Consolidation Test Results
Figure 2— Gradation Test Results
Job No. 108 400A
�
JUL-22-2008 10:44 From:HP-GEOTECH 9709458454 To:19708459569 P.5�5
0
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APPUED PRESSURE - ksf
10
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108 400A I C�^��C'.�'1 I SWELL-CONSOLIDATION TEST RESULTS � Figure 1
.i' ^'v � ,,:: ,: , �A <• *.
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:a;:�.:3• ,/';{<+e.�:?ej.e.aa:�. >1.i > • :i' ? w t , � � x , > 2 ` .re � ( ,
' � e O•e� c . Y >
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, T��- ��/
To: Mr. Martin Haeberle, Gty of Vail Building Official
From: Gene Morse, Elevator Inspector Lv'�'"�,�kor��r5 �
970-468-0295 ext. 108 Or e�evator[�rnuc.co�.co.us
Date: �./6/Z010
Project Name; 5u�der Inc B�S-0093
C
,r�
r
■
`� .
��
Conveyance Plan Review
Conveyance Test and Inspection
�ocatior�: 1$5 Forest Rd. Vail, CO
Permit Number: NWCCOG 09-222
Conveyance Type: Residential Gearless
The plans; have been reviewed and found to conform to all applicable ASME 17.1 and
IBC codes
The rated speed of fihe conveyance meets ASME A17.1 requirements, speed in up
direction 40 FPM, speed in down direction 40 FPM
The Conveyance afi fihe above locafiion was inspected and besi�ed on 12/28/2009 and a:
■
.i
■
■
,
Signature
TEMPORARY Certificatie; has been issued.
FINAL Inspection Certificate; has been issued.
NO oertificate; fs being issued.
FOR CONSTRUCTION USE ONLY
Northwest Golorado Counal of Gc�vvemments ♦ PO Box 2308 ♦ Silverthome ♦ CO ♦ 80488
970-46B-0285 . Fapc 970-488-1208 • www.nwc.cng.co.us
i00/i00 'd 80Zt-89�-OG6 'oi� X�� �O���N Y�d 9���0 �Ils/OIOZ/50/Ndf
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 5
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
I.�11�17u���,�u1�1
Job Address: 185 FOREST RD VAIL
Location.....: WEST IJNIT
Parcel No...: 210107113031
Project No :
OWNER LUTSEY, THOMAS J. - LUTSEY E 04/14/2009
PO BOX 22074
GREEN BAY
WI 54305-2074
APPLICANT THUL ELECTRONIC SYSTEMS
P O BOX 534
AVON
CO 81620
License: 112-S
CONTRACTOR THUL ELECTRONIC SYSTEMS
P O BOX 534
AVON
CO 81620
License: 112-5
Permit #: A09-0023
Status . . . : ISSUED
Applied . . : 04/14/2009
Issued . . . 04/21 /2009
Expires . .: 10/18/2009
04/14/2009 Phone: 970-949-4638
04/14/2009 Phone: 970-949-4638
Desciption: NEW FIRE ALARM SYSTEM (WEST iJNIT)
Valuation: $1,500.00
�s+s***�t***s*ss*a*s***s*�**t*t►*ws*s*�*s*►***s*****t****�+s*�*ss*�+ FEE S UMMARY ss*ss****t++****�*****saa+�+**ssss**�*******s#*****��**ss►s»
: Electrical---------> $ o. o o Total Calculated Fees--> $ 2 88 . 2 5
s DRB Fee---------> $o . oo Additional Fees----------> $o . o0
Imestigation----> $0. 00 Total Permit Fee--------> $288 . 25
i W il I Call--------> $ 0. 0 0 Payments------------------> $ 2 8 8. 2 5
,- TOTAL FEES--> $ 2 8 8. 2 5 BALANCE DUE--------> $ 0. 0 0
#fkt##t###*##s##a*ia*t######ft*####*####*#Ri#�*f##*##*#####F####t##*t###s**sA*#i###t*4+####►*4##►►*s*#*############i##*#+k###*######tss##*s*###s##
� Approvals:
` Item: 05600 FIRE DEPARTMENT
04/20/2009 drhodes Action: AP Approved as noted on plans.
#############*#*t#######4########�#t##i####}##f######*####4/*#Ft#t##*t#i**#*##�F#*#####4*f####F*t#4tet►*i►#####*k####}########f#*###}###�t###R###�
, CONDITIONS OF APPROVAL
tf4#f###*#####t*##*#t*i*#####ti#�F#*4##*##*t###i##**##}#######t#####*#i#4###+kt####i#*#*#f#########R#it�###/###t**###*##*+F###############t###t##t##
DECLARATIONS
" 1 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 ordir�ces 9f the Town applicable thereto.
';; REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN AIyj�AN�E B�' TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM.
SIG]�A�R� OF �WNER OR CONTRACTOR FOR HIMSELF AND OWNER
*r***********r**************+***************+*+*******�***++***********�**************�+****
TOWN OF VAIL, COLORADO Statement
***+*************************************************�************************+*************
Statement Number: R090000338 Amount: $288.25 04/21/200910:33 AM
Payment Method: Check Init: LC
Notation: #17229/THUL
ELECTRONICS
-----------------------------------------------------------------------------
Permit No: A09-0023 Type: ALARM PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: WEST UNIT
Total Fees: $288.25
This Payment: $288.25 Total ALL Pmts: $288.25
Balance: $0.00
*************************+******�*********+***********************+*+***+**+********+*******
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 56.25
PF 00100003112300 PLAN CHECK FEES 232.00
�
FIRE ALARM PERMIT
Commerciai 8 Residentiai 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.
__ _ _._.. _ ....__. . .. _ ..._.... . .. _...... ... _........ ... _ . __........_.
; ProjecUStreet Address ��� 0 7,�0 („� �j lL
! 000185 FOREST RD #A, Vai! � QS�� s P _
roject #: � � T
. .. .................................................... .................. ..................... � -..............:
CoMractor Infom�ation: '. Building Perm� #: �
`: Company: Thul EleCtronics Alarm Permit #:
Company Address: PO BoX 534
C�: r�vu�� State: CO Zip:8j620
i Contact Name: Mike Thul
Contact Ph: 970-949�638 Cell:
E-nnaii mthul@_thulelectronics.com
i Town of Vail ntra or Registration No.: 112-S
�
' X
Corrtractor Signature (required)
.................................................. . ..................................................................
Property Information
' Parce�#:2101-071-13-031
Legal Descriptan: Lot #: 26 Blodc #: 7
Subdivision: van vmaye r�nriy i
Building/Complex Name:
Owner Name: L� 5�'-1
(Fot parael #, oontact Eagle CouMy Assessors Olfice at 97 28-864Q or visR
www.eag Iecouty.usJpatie)
�etailed �escription ofwork: New fire alarm system
fOf � �i�1.
,�,t/� t�L-K31 '�"
(use adddional sheet ff necessary)
Value of Fire Alarm: $ $1.500.00
(Labor & Materials)
........................_._.......__..........................____........_..
Work Class:
: New ( ) Addition ( ) Remodet ( � ) RetraFit ( )
: Repair ( ) Other ( )
: Work Type-
` Interior (� ) Exterior ( ) Both ( )
..................................................................................................
; Type of Building:
�Siogl4FeerAl�S Duptex MuRi-Family ( )
' Commeraal ( ) Restau ( ) Other ( )
_... .... _._ ._... _ _.__... . .____. ___. ._........... _.
.............................................................................................................................
Does a Fire Alarm Exist? Yes () No (�) Date Received:
Does a SprinMer System Euist? Yes () No ( �)
�
. � ��, ; / �,.
, � ► " t. t
.
�. . -. , •
,.. . ... ���
�l . . � ��/, i�/ � � �
� - � �,• ■�'
�. , / . � �-
--L�C�(�,��!1�,
D � ,
�:P� � :� '����� �
� i ��; �
� �1(V� �F `�?���
0
NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
�w�o�yn� '
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 #: E08-0196 I�� -��`� 3
ADUP Project #: PRJ07-0474
Job Address: 185 FOREST RD VAIL
Location.....: WEST SIDE
Parcel No...: 210107113031
OWNER LUTSEY, THOMAS J. - LUTSEY E 08/22/2008
PO BOX 22074
GREEN BAY
W I 54305-2074
APPLICANT HOEHN ELECTRIC OF COLORADO 08/22/2008 Phone: (970) 343-2072
PO BOX
GYPSUM
COLORADO 81637
License: 408-E
CONTRACTOR HOEHN ELECTRIC OF COLORADO 08/22/2008 Phone: (970) 343-2072
PO BOX
GYPSUM
COLORADO 81637
License: 408-E
Desciption: TEMP POWER AND WIRING FOR WEST SIDE OF DUPLEX
Valuation: $0.00 Square feet: 4360
Status . . . : ISSUED
Applied . . : 08/22/2008
Issued . . : 08/22/2008
Expires . .: 02/18/2009
..........�................«....*.,.*..*...*«.*«.,*«*«.«*.«..*..«,*... FEE SUMMARY *..,�*.***...,.**....«*.,...*,..,..,.�....*.....*�*..*.,, ...................
Electrical Permit Fee---------> $196.65 Total Calculated Fees--> $200.65
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $200.65
Total Calculated Fees-------> $200.65 Payments-----------------> $200.65
BALANCE DUE----------> $0.00
.*«..**.,...,.,..,...........*..*..........*....««.«««.*..,«..«..,*....*..,.,.*...�*.*...*.�.....«.««.«.«.«.,......,,.,*...,.*....,..,�.,......,*.*.«..*«**.,.,,.,.,,.,.........*.,....*
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
08/22/2008 JLE Action: AP
..,..,.,...,,...*.....*»*.....�.,«......««.*.,�...,..,*«**..,.,.,.* ...............«..,........*.«.,.*.,.*.*.*.«......�*...*,..*..*.,.......*«*.,.«.**.,..*.*.,......,,.....*.....*�....
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.
REQUESTS FOR II�6PECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR
OFFICE FROMB:06 AM/4 PM.
• � ��� � O�
% J
of Owner or Contractor
�
Print Name
elec_prm_041908
Date
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
*****************************************************************+*******+*****+�******�**+r
Statement Number: R080001453 Amount: $200.65 08/22/200808:34 AM
Payment Method: Check Init: JLE
Notation: 3078 HOEHN
ELECTRIC
-----------------------------------------------------------------------------
Permit No: E08-0196 Type: ELECTRICAL PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: WEST SIDE
Total Fees: $200.65
This Payment: $200.65 Total ALL Pmts: $200.65
Balance: $0.00
*********************************************+�*�********r******�***************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 196.65
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
TOWN OF VAIL ELECTRICAL PERMIT APPLICATION
Project Address
�'ofl�c) ► �v1/ -
Contractor Infonnation
Company: �� �-�t�
Company Address: J��G /�� � > �
City: �� State: ��✓ Zip: �%
Contact Name:,�� fT�
Contact Ph: � - D D Cel1: . ��-
E-Mail: � �►� � • ��G�"�
Town of Vail C t ctor egistration No: �D '� �
� .
Contractor Signature (required)
Property Information
Parcel #: 1 �� �� 1� ✓��1
--P
Legal Description: Lot # Blk #
Subdivision:
Job Name:
Owner Name:
Mailing Address:
(For Parcel # Contact Eagle County assessors Office at 970-328-8640 or visit
www.eaglecounty. us/patie)
Architect ( ) Designer ( ) Engineer ( )
Name:
Phone:
Fax:
E-Mail:
�?-����5
Project #: �1�.J Q � �O � � `f
Building Permit #: (7 �'' �3
Electrical Permit #: �Q b— V 1-1 �
Detailed Description of Work:
W //��1V� ��� �� Df �F
��Pl�
(Use additional sheet if necessary)
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND
VALUATION OF WORK (Labor & Material)
Amount of SQ Ft � y.3W
Electrical $ � �, S�
Work CI ss:
New (l/�Addition ( ) Remodel ( ) Repair ( ) Other ( )
Building Type:
Single-Family ( ) TwaFamily ('�ulti-Family ( )
Commercial ( ) Townhome ( ) Other ( )
Date Received:
� � � U V �
1
AUG 2 2 1008
TOWN OF VAIL
�� TOWN OF VAIL FIRE DEPARTMENT
�
� 75 S. FRONTAGE ROAD
} VAIL, CO 81657
j 970-479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT
Job Address: 185 FOREST RD VAIL
Location.....: LINIT A
Parcel No...: 210107113031
Project No :
OWNER LUTSEY, THOMAS J. - LUTSEY E 05/O1/2009
PO BOX 22074
GREEN BAY
WI 54305-2074
APPLICANT CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
License: 735-5
", CONTRACTOR CASTLE FIRE SPRINKLERS INC.
PO BOX 3878
AVON
COLORADO 81620
, License: 735-S
Permit #: F09-0014
Status . . . .
Applied . . :
Issued . . :
Expires . .:
ISSUED
OS/O 1 /2009
OS/11/2009
05/Ol/2009 Phone: (970) 688-0789
05/Ol/2009 Phone: (970) 688-0789
; Desciption: INSTALL NEW FIRE SPRINKLER SYSTEM
; Valuation: $20,000.00
i
�*+�*+***�ssfs**a+***s#**►**s**►**t***+s***►f*s**ss�as+**►***�***a►* FEE SUMMARY �***s***+*►****s******�«*r*****st*s**+#*r*ss+�**s►*+**+*+*►a
Mechanical---> $ 0. 0 0 Restuarant Plan Review--> $ 0. 0 0 Total Calculated Fees---> $1, 2 0 0. 0 0
Plan Check---> $ 3 5 0. 0 0 DRB Fee---------------------> $ 0. 0 0 Additional Fees-----------> $ 5 5. 0 0
Investigation-> $ o. 0 o TOTAL FEES--------------> $1, z o o. o o Total Permit Fee----------> $1, 2 5 5. 0 0
` W ill Call-----> $ 0. 0 0 Payments-------------------> $1, 2 5 5. o 0
BALANCE DUE---------> $0. 00
•..ss*r+*sss.s■*s+*.s.■****s*::s***rs**s*tsts*ss**s�ssss:�■*a*:ss*�*r***s+*s.sr.�ass.�.■*:as*rr��*s*rt�*****+.s.*.s��■*.«�rse.*et■*+■ss.s.■s:s•+•
Item: 05100 BUILDING DEPARTMENT
' Item: 05600 FIRE DEPARTMENT
05/11/2009 drhoades Action: AP Approved as noted on plans.
CONDITION OF APPROVAL
: Cond: 12
'; (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
#t#3s############*##############7�/#4t*iR*#**is#######*#R#*######�t#k**+Fi#et###**#t##4#########4�F�}###*44�*i*##►#####*####►#/#t�kk*+F*►######t###s#�F#
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 SEVENTY-TWO HOURS IN ADVANCE BY TELEPHO AT 970-479-2252
�
��
�+*******************+******************�********++�****************************************
TOWN OF VAIL, COLORADO Statement
***■***�*�*+************************++****�***********************+*********+***************
Statement Number: R090000451 Amount: $1,255.00 05/11/200904:24 PM
Payment Method: Check Init: SAB
Notation: 1342 CASTLE
FIRE SPRINKLERS
-----------------------------------------------------------------------------
Permit No:. F09-0014 Type: SPRINKLER PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: UNIT A
Total Fees: $1,255.00
This Payment: $1,255.00 Total ALL Pmts: $1,255.00
Balance: $0.00
*****************++*********************************************�+**************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 SPRINKLER PERMIT FEES 850.00
CL 00100003123000 CONTRACTOR LICENSES 55.00
PF 00100003112300 PLAN CHECK FEES 350.00
��
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:
'',', 185 Forest Road A
(Number) (Street)
Building/Complex Name: Lutsey ResidenCe
Contractor Information:
Company: Castle Fire Sprinklers, Inc.
Company Address: P.O. Box 3878
(Suite #)
City: Avon State: CO Zip: $1620
'" Contact Name: Stuart Thompson
Contact Phone: 9�0-688-0789
i Office Use:
Project#:��Jv�, `'' � 'T t �
Building Permit #: �"V ` �� 3
Sprinkler Permit #: � IT!� � �
Lot #�Block # �Subdivision: � �
' Detailed Description of Work: install new fire sprinkler
system per local codes and NFPA 13R, 2007.
' (use additional sheet if necessary)
" E-Mail castlefiresprinkler@yahoo.com Detailed Location of Work: unit A
�% C��
: Town of Va' ontracto Registrati o.: !�� U .
X Does a Fire Alarm Exist? Yes O No (�
` Contra or Signature (required) Does a Sprinkler System Exist? Yes O No,�
! Property Information ork Class: '
Parcel #: 21010711303��� � ' ����� � ,, � Remodel ( ) Repair ( )
(For parcel #, contact Eagle County Assesso �ce a 7- - o
' visit www.eaglecouty.us/patie) ���Q � �� �tro-Fit ( ) Other ( )
, �-
'. Tenant Name:. Lutsey � a�Md �'fype of Building:
! Owner Name: Lutsey � � I -Famil Duplex ( + ) Multi-Family ( )
mmercial Restaurant ( ) Other ( )
�: � .
Complete Valuation for Fire Sp11}ii �-- -----• �—. ..._...�_�,,,,,,�
Fire Sprinkler $: �� � � I Date
C�� � � h,s �k,�i ,�ea�
�
' �c � � �I V �
D
APR � 0 2009
-rewn� oF vAi�
.
�
�����`� -..
CASTLE FIRE SPRINKLER, INC.
P.O. BOX 3878
QVON, CO 81620
970.688.789 castlefiresprinklers@yahoo.com
Ii�l ����M�
3 0 2009
OF VAIL
�
,
LUTSEY RESIDENCE
185 FOREST ROAD
. M � .- -
'' � f . /
.. . :� . :. ■
''• • � � • :� r�
• � ' � �` .�i:�� i �,�
� -� �-� �ri ' � .
�� r � .
,
.
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
Date: 04/23/09 C:\HASS57\CALC\LUTSEY
JOB TITLE: LUTSEY.TXT
WATER SUPPLY DATA
SOURCE STATIC RESID
NODE PRESS. PRESS
TAG (PSI) (PSI)
28 95.0 42.7
FLOW
@
(GPM)
829.0
AGGREGATE FLOW ANALYSIS:
AVAIL. TOTAL
PRESS. @ DEMAND
(PSI) (GPM)
94.2 86.8
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
1 29.5
2 30.5
3 30.0
4 30.5
5 30.0
6 30.5
7 29.5
8 20.5
9 20.5
10 20.5
11 10.5
12 20.5
13 20.5
14 20.5
15 10.5
16 20.5
17 20.5
18 10.5
19 10.5
20 10.5
21 10.5
22 10.5
23 2.0
24 2.0
25 2.0
26 2.0
27 1.0
29 30.5
30 30.5
31 20.5
32 20.5
33 20.6
34 23.1
35 22.6
NODE TYPE
K= 4.40
K= 5.60
K= 5.60
K= 4.40
PRESSURE
(PSI)
19.8
20.1
17.4
20.3
17.6
20.5
21 . 2
25.9
25.9
26.6
31.5
26.5
26.9
27.4
32.4
26.7
28.9
33.5
32.4
34.3
33.6
35.0
40.6
53.6
54.5
66.0
67.0
20.1
21 . 6
26.2
26.6
27.3
Zs�. z
26.4
Page 1
REQ'D
PRESS.
(PSI)
70.3
86.8 GPM
0.0 GPM
0.0 GPM
86.8 GPM
DISCHARGE
(GPM)
19.6
23.4
23.5
20.3
1
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
NODE TAG ELEVATION
(FT)
36 26.4
37 20.6
38 23.1
39 22.6
40 26.4
28 10.0
NODE TYPE
SOURCE
PRESSURE
(PSI)
24.8
27.4
26.4
26.6
24.9
70.3
Page 2
DISCHARGE
(GPM)
86.8
Page 2
�
.
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA
PIPE TAG Q(GPM) DtA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 1 -19.6 1.055 PL 2.50 PF 0.7
1 29.5 4.4 19.8 19.6 7.2 150 FTG 2E PE 0.4
29 30.5 0.0 20.1 0.0 0.081 TL 8.54 PV 0.3
Pipe: 2 -23.4 1.055 PL 15.25 PF 2.9
3 30.0 5.6 17.4 23.4 8.6 150 FTG ET PE 0.2
2 30.5 0.0 20.1 0.0 0.112 TL 25.83 PV 0.5
Pipe: 3 -43.0 2.009 PL 13.58 PF 0.2
2 30.5 0.0 20.1 0.0 4.4 150 FTG ---- PE 0.0
4 30.5 0.0 20.3 0.0 0.015 TL 13.58 PV 0.1
Pipe: 4 -23.5 1.055 PL 15.25 PF 2.9
5 30.0 5.6 17.6 23.5 8.6 150 FTG ET PE 0.2
4 30.5 0.0 20.3 0.0 0.113 TL 25.83 PV 0.5
Pipe: 5 -42.4 2.009 PL 1.50 PF 0.4
6 30.5 0.0 20.5 0.0 4.3 150 FTG ET PE 0.4
7 29.5 4.4 21.2 20.3 0.015 TL 24.17 PV 0.1
Pipe: 6 -62.6 2.009 PL 9.00 PF 0.7
7 29.5 4.4 21.2 20.3 6.3 150 FTG T PE 3.9
8 20.5 0.0 25.9 0.0 0.030 TL 24.11 PV 0.3
Pipe: 7 -62.6 2.009 PL 0.75 PF 0.0
8 20.5 0.0 25.9 0.0 6.3 150 FTG ---- PE 0.0
9 20.5 0.0 25.9 0.0 0.030 TL 0.75 PV 0.3
Pipe: 8 -33.7 1.527 PL 0.83 PF 0.7
9 20.5 0.0 25.9 0.0 5.9 150 FTG ET PE 0.0
10 20.5 0.0 26.6 0.0 0.036 TL 18.96 PV 0.2
Pipe: 9 -33.7 1.527 PL 10.00 PF 0.6
10 20.5 0.0 26.6 0.0 5.9 150 FTG E PE 4.3
11 10.5 Q.0 31.5 0.0 0.036 TL 16.04 PV 0.2
Pipe: 10 -28.9 1.527 PL 9.29 PF 0.6
9 20.5 0.0 25.9 0.0 5.1 150 FTG T PE 0.0
12 20.5 0.0 26.5 0.0 0.027 TL 21.38 PV 0.2
Pipe: 11 -19.6 1.527 PL 21.86 PF 0.5
12 20.5 0.0 26.5 0.0 3.4 150 FTG T PE 0.0
13 20.5 0.0 26.9 0.0 0.013 TL 33.95 PV 0.1
Pipe: 12 -30.8 1.527 PL 2.42 PF 0.4
13 20.5 0.0 26.9 0.0 5.4 150 FTG 2E PE 0.0
14 20.5 0.0 27.4 0.0 0.031 TL 14.51 PV 0.2
Pipe: 13 -30.8 1.527 PL 10.00 PF 0.7
14 20.5 0.0 27.4 0.0 5.4 150 FTG T PE 4.3
15 10.5 0.0 32.4 0.0 0.031 TL 22.09 PV 0.2
Page 3
1
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 14 -9.4 1.527 PL 10.38 PF 0.1
12 20.5 0.0 26.5 0.0 1.6 150 FTG 2E PE 0.0
32 20.5 0.0 26.6 0.0 0.003 TL 22.47 PV 0.0
Pipe: 15 11.3 1.527 PL 17.92 PF 0.2
13 20.5 0.0 26.9 0.0 2.0 150 FTG 2T PE 0.0
16 20.5 0.0 26.7 0.0 0.005 TL 42.10 PV 0.0
Pipe: 16 -22.2 1.527 PL 18.75 PF 0.6
16 20.5 0.0 26.7 0.0 3.9 150 FTG 3E PE 2.6
36 26.4 0.0 24.8 0.0 0.017 TL 36.88 PV 0.1
Pipe: 17 -22.2 1.527 PL 10.00 PF 0.3
17 20.5 0.0 28.9 0.0 3.9 150 FTG E PE 4.3
18 10.5 0.0 33.5 0.0 0.017 TL 16.04 PV 0.1
Pipe: 18 -33.7 1.527 PL 5.42 PF 0.9
11 10.5 0.0 31.5 0.0 .5.9 150 FTG ET PE 0.0
19 10.5 0.0 32.4 0.0 0.036 TL 23.55 PV 0.2
Pipe: 19 -24.8 1.527 PL 45.08 PF 1.9
19 10.5 0.0 32.4 0.0 4.3 150 FTG 8E PE 0.0
20 10.5 0.0 34.3 0.0 0.021 TL 93.43 PV 0.1
Pipe: 20 -8.9 2.009 PL 28.29 PF 0.0
19 10.5 0.0 32.4 0.0 0.9 150 FTG T PE 0.0
15 10.5 0.0 32.4 0.0 0.001 TL 43.40 PV 0.0
Pipe: 21 -39.7 2.009 PL 63.00 PF 1.2
15 10.5 0.0 32.4 0.0 4.0 150 FTG 2T PE 0.0
21 10.5 0.0 33.6 0.0 0.013 TL 93.22 PV 0.1
Pipe: 22 -22.2 2.009 PL 4.21 PF 0.1
18 10.5 0.0 33.5 0.0 2.3 150 FTG ET PE 0.0
21 10.5 0.0 33.6 0.0 0.004 TL 26.88 PV 0.0
Pipe: 23 -62.0 2.009 PL 8.00 PF 0.7
21 10.5 0.0 33.6 0.0 6.3 150 FTG T PE 0.0
20 10.5 0.0 34.3 0.0 0.029 TL 23.11 PV 0.3
Pipe: 24 -86.8 2.009 PL 5.08 PF 0.7
20 10.5 0.0 34.3 0.0 8.8 150 FTG E PE 0.0
22 10.5 0.0 35.0 0.0 0.055 TL 12.64 PV 0.5
Pipe: 25 -86.8 2.009 PL 10.50 PF "1.9
22 10.5 0.0 35.0 0.0 8.8 150 FTG TB PE 3.7
23 2.0 0.0 40.6 0.0 0.055 TL 34.68 PV 0.5
Pipe: 26 FIXED PRESSURE LOSS DEVICE
24 2.0 0.0 53.6 0.0 13.0 psi, 86.8 gpm
23 2.0 0.0 40.6 0.0
Page 4
.
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA (cont.)
Page 5
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 27 -86.8 2.009 PL 0.50 PF 0.9
24 2.0 0.0 53.6 0.0 8.8 150 FTG C PE 0.0
25 2.0 0.0 54.5 0.0 0.055 TL 17.12 PV 0.5
Pipe: 28 FIXED PRESSURE LOSS DEVICE
26 2.0 0.0 66.0 0.0 11.5 psi, 86.8 gpm
25 2.0 0.0 54.5 0.0
Pipe: 29 -86.8 2.009 PL 2.00 PF
26 2.0 0.0 66.0 0.0 8.8 150 FTG E PE
27 1.0 0.0 67.0 0.0 0.055 TL 9.56 PV
Pipe: 30 -86.8 1.985 PL 100.00 PF
27 1.0 0.0 67.0 0.0 9.0 150 FTG ETG PE
28 10.0 SRCE 70.3 (N/A) 0.058 TL 124.18 PV
Pipe: 31 -19.6 2.009 PL 4.25 PF
29 30.5 0.0 . 20.1 0.0 2.0 150 FTG ---- PE
2 30.5 0.0 20.1 0.0 0.004 TL 4.25 PV
Pipe: 32 -66.5 2.009 PL 4.25 PF
4 30.5 0.0 20.3 0.0 6.7 150 FTG ---- PE
6 30.5 0.0 20.5 0.0 0.034 TL 4.25 PV
Pipe: 33 -24.1 1.527 PL 15.67 PF
6 30.5 0.0 20.5 0.0 4.2 150 FTG E3T PE
30 30.5 0.0 21.6 0.0 0.020 TL 57.98 PV
Pipe: 34 -24.1 1.527 PL 10.00 PF
30 30.5 0.0 21.6 0.0 4.2 150 FTG E PE
31 20.5 0.0 26.2 0.0 0.020 TL 16.04 PV
Pipe: 35 -24.1 1.527 PL 3.83 PF
31 20.5 0.0 26.2 0.0 4.2 150 FTG T PE
32 20.5 0.0 26.6 0.0 0.020 TL 15.92 PV
Pipe: 36 -33.5 1.527 PL 4.79 PF
32 20.5 0.0 26.6 0.0 5.9 150 FTG ---- PE
16 20.5 0.0 26.7 0.0 0.036 TL 4.79 PV
Pipe: 37 -22.2 1.527 PL 8.00 PF
36 26.4 0.0 24.8 0.0 3.9 150 FTG ---- PE
40 26.4 0.0 24.9 0.0 0.017 TL 8.00 PV
Pipe: 38 -22.2 1.527 PL 28.25 PF
40 26.4 0.0 24.9 0.0 3.9 150 FTG 5E2T PE
17 20.5 0.0 28.9 0.0 0.017 TL 82.65 PV
Pipe: 39 0.0 1.055 PL 12.00 PF
33 20.6 0.0 27.3 0.0 0.0 150 FTG 4E PE
34 23.1 0.0 26.2 0.0 0.000 TL 24.09 PV
Page 5
0.5
0.4
0.5
7.2
3.9
0.5
0.0
0.0
0.0
0.1
0.0
0.3
1.1
0.0
0.1
0.3
4.3
0.1
0.3
0.0
0.1
0.2
0.0
0.2
0.1
0.0
0.1
1.4
2.6
0.1
0.0
1.1
0.0
,
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 40 0.0 1.055 PL 2.50 PF 0.0
35 22.6 0.0 26.4 0.0 0.0 150 FTG ET PE 0.2
34 23.1 0.0 26.2 0.0 0.000 TL 13.08 PV 0.0
Pipe: 41 -0.0 1.055 PL 7.38 PF 0.0
34 23.1 0.0 26.2 0.0 0.0 150 FTG T PE 1.4
36 26.4 0.0 24.8 0.0 0.000 TL 14.94 PV 0.0
Pipe: 42 0.0 1.055 PL 8.79 PF 0.0
37 20.6 0.0 27.4 0.0 0.0 150 FTG 3E PE 1.1
38 23.1 0.0 26.4 0.0 0.000 TL 17.86 PV 0.0
Pipe: 43 0.0 1.055 PL 2.50 PF 0.0
39 22.6 0.0 26.6 0.0 0.0 150 FTG ET PE 0.2
38 23.1 0.0 26.4 0.0 0.000 TL 13.08 PV 0.0
Pipe: 44 -0.0 1.055 PL 7.38 PF 0.0
38 23.1 0.0 26.4 0.0 0.0. 150 FTG T PE 1.4
40 26.4 0.0 24.9 0.0 0.000 TL 14.94 PV 0.0
NOTES:
(1) Calculations were performed by the HASS 5.7.0 computer program
under license no. 416J187 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.
Atlanta, GA 30345
(2) The system has been balanced to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.061 gpm.
(3) Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity
is 9.0 ft/sec at pipe 30.
Page 6
,
0
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G S D
EII Tee LngEll ChkVlv BfyVlv GatVlv 45E11 DPVIv
Page 7
�
V
LUTSEY G.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
WATER SUPPLY CURVE
120+
110+
100+
�0\
� \\
90+ \\
\\
\\
\\\
P 80+ \\
R \\
E \\
S \\
S 70+X . \\\
U \\
R \\
E \\
60+ \\
( \\\
P \\
S \\
I 50+ \\
) \\
\\
42.7 psi @ 829 gpm-> *
40+ Flow Test Point
30+
�______________________________
20+ LEGEND "
X = Required Water Supply "
70.29 psi @ 86.8 gpm „
10+ "
I 0= Available Water Supply ;;
94.20 psi � 86.8 gpm
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
Page 8
LUTSEY L.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
Date: 04/23/09 C:\HASS57\CALC\LUTSEY
JOB TITLE: LUTSEY.TXT
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. � DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
28 95.0 42.7 829.0 93.9 103.4 83.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
1 29.5
2 30.5
3 30.0
4 30.5
5 � 30.0
6 30.5
7 29.5
8 20.5
9 20.5
10 20.5
11 10.5
12 20.5
13 20.5
14 20.5
15 10.5
16 20.5
17 20.5
18 10.5
19 10.5
20 10.5
21 10.5
22 10.5
23 2.0
24 2.0
25 2.0
26 2.0
27 1.0
29 30.5
30 30.5
31 20.5
32 20.5
33 20.6
34 23.1
35 22.6
NODE TYPE
K= 5.60
K= 5.60
PRESSURE
(PSI)
31.8
31.4
31 . 6
31 . 4
31.6
31 . 4
31 . 8
35.8
35.8
36.2
40.9
35.6
35.8
36.3
41.4
35.0
36.5
41.8
41.4
43.3
42.2
44.3
50.6
63.6
64.9
76.4
77.5
31 . 4
31 . 1
35.3
35.2
20.9
23.0
21 . 4
Page 1
103.4 GPM
0.0 GPM
0.0 GPM
103.4 GPM
DISCHARGE
(GPM)
25.6
25.9
�
LUTSEY L.TXT
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
NODE TAG ELEVATION
(FT)
36 26.4
37 20.6
38 23.1
39 22.6
40 26.4
28 10.0
NODE TYPE
K= 5.60
K= 5.60
SOURCE
PRESSURE
(PSI)
28.8
21 . 5
22.9
21 . 3
28.8
83.6
Page 2
DISCHARGE
(GPM)
26.0
25.9
103.4
Page 2
LUTSEY L.TXT
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 1 0.0 1.055 PL 2.50 PF 0.0
1 29.5 0.0 31.8 0.0 0.0 150 FTG 2E PE 0.4
29 30.5 0.0 31.4 0.0 0.000 TL 8.54 PV 0.0
Pipe: 2 0.0 1.055 PL 15.25 PF 0.0
3 30.0 0.0 31.6 0.0 0.0 150 FTG ET PE 0.2
2 30.5 0.0 31.4 0.0 0.000 TL 25.83 PV 0.0
Pipe: 3 0.0 2.009 PL 13.58 PF 0.0
2 30.5 0.0 31.4 0.0 0.0 150 FTG ---- PE 0.0
4 30.5 0.0 31.4 0.0 0.000 TL 13.58 PV 0.0
Pipe: 4 0.0 1.055 PL 15.25 PF 0.0
5 30.0 0.0 31.6 0.0 0.0 150 FTG ET PE 0.2
4 30.5 0.0 31.4 0.0 0.000 TL 25.83 PV 0.0
Pipe: 5 -12.1 2.009 PL 1.50 PF 0.0
6 30.5 0.0 31.4 0.0 1.2 150 FTG ET PE 0.4
7 29.5 0.0 31.8 0.0 0.001 TL 24.17 PV 0.0
Pipe: 6 -12.1 2.009 PL 9.00 PF 0.0
7 29.5 0.0 31.8 0.0 1.2 150 FTG T PE 3.9
8 20.5 0.0 35.8 0.0 0.001 TL 24.11 PV 0.0
Pipe: 7 -12.1 2.009 PL 0.75 PF 0.0
8 20.5 0.0 35.8 0.0 1.2 150 FTG ---- PE 0.0
9 20.5 0.0 35.8 0.0 0.001 TL 0.75 PV 0.0
Pipe: 8 -25.4 1.527 PL 0.83 PF 0.4
9 20.5 0.0 35.8 0.0 4.5 150 FTG ET PE 0.0
10 20.5 0.0 36.2 0.0 0.022 TL 18.96 PV 0.1
Pipe: 9 -25.4 1.527 PL 10.00 PF 0.3
10 20.5 0.0 36.2 0.0 4.5 150 FTG E PE 4.3
11 10.5 0.0 40.9 0.0 0.022 TL 16.04 PV 0.1
Pipe: 10 13.4 1.527 PL 9.29 PF 0.1
9 20.5 0.0 35.8 0.0 2.3 150 FTG T PE 0.0
12 20.5 0.0 35.6 0.0 0.007 TL 21.38 PV 0.0
Pipe: 11 -10.1 1.527 PL 21.86 PF 0.1
12 20.5 0.0 35.6 0.0 1.8 150 FTG T PE 0.0
13 20.5 0.0 35.8 0.0 0.004 TL 33.95 PV 0.0
Pipe: 12 -32.9 1.527 PL 2.42 PF 0.5
13 20.5 0.0 35.8 0.0 5.8 150 FTG 2E PE 0.0
14 20.5 0.0 36.3 0.0 0.035 TL 14.51 PV 0.2
Pipe: 13 -32.9 1.527 PL 10.00 PF 0.8
14 20.5 0.0 36.3 0.0 5.8 150 FTG T PE 4.3
15 10.5 0.0 41.4 0.0 0.035 TL 22.09 PV 0.2
Page 3
LUTSEY L.TXT
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 14 23.4 1.527 PL 10.38 PF 0.4
12 20.5 0.0 35.6 0.0 4.1 150 FTG 2E PE 0.0
32 20.5 0.0 35.2 0.0 0.019 TL 22.47 PV 0.1
Pipe: 15 22.8 1.527 PL 17.92 PF 0.7
13 20.5 0.0 35.8 0.0 4.0 150 FTG 2T PE 0.0
16 20.5 0.0 35.0 0.0 0.018 TL 42.10 PV 0.1
Pipe: 16 58.3 1.527 PL 18.75 PF 3.7
16 20.5 0.0 35.0 0.0 10.2 150 FTG 3E PE 2.6
36 26.4 0.0 28.8 0.0 0.100 TL 36.88 PV 0.7
Pipe: 17 -45.1 1.527 PL 10.00 PF 1.0
17 20.5 0.0 36.5 0.0 7.9 150 FTG E PE 4.3
18 10.5 0.0 41.8 0.0 0.062 TL 16.04 PV 0.4
Pipe: 18 -25.4 1.527 PL 5.42 PF 0.5
11 10.5 0.0 40.9 0.0 4.5 150 FTG ET PE 0.0
19 10.5 0.0 41.4 0.0 0.022 TL 23.55 PV 0.1
Pipe: 19 -24.9 1.527 PL 45.08 PF 1.9
19 10.5 0.0 41.4 0.0 4.4 150 FTG 8E PE 0.0
20 10.5 0.0 43.3 0.0 0.021 TL 93.43 PV 0.1
Pipe: 20 -0.6 2.009 PL 28.29 PF 0.0
19 10.5 0.0 41.4 0.0 0.1 150 FTG T PE 0.0
15 10.5 0.0 41.4 0.0 0.000 TL 43.40 PV 0.0
Pipe: 21 -33.4 2.009 PL 63.00 PF 0.9
15 10.5 0.0 41.4 0.0 3.4 150 FTG 2T PE 0.0
21 10.5 0.0 42.2 0.0 0.009 TL 93.22 PV 0.1
Pipe: 22 -45.1 2.009 PL 4.21 PF 0.4
18 10.5 0.0 41.8 0.0 4.6 150 FTG ET PE 0.0
21 10.5 0.0 42.2 0.0 0.016 TL 26.88 PV 0.1
Pipe: 23 -78.5 2.009 PL 8.00 PF 1.1
21 10.5 0.0 42.2 0.0 7.9 150 FTG T PE Q.0
20 10.5 0.0 43.3 0.0 0.046 TL 23.11 PV 0.4
Pipe: 24 -103.4 2.009 PL 5.08 PF 1.0
20 10.5 0.0 43.3 0.0 10.5 150 FTG E PE 0.0
22 10.5 0.0 44.3 0.0 0.076 TL 12.64 PV 0.7
Pipe: 25 -103.4 2.009 PL 10.50 PF 2.6
22 10.5 0.0 44.3 0.0 10.5 150 FTG TB PE 3.7
23 2.0 0.0 50.6 0.0 0.076 TL 34.68 PV 0.7
Pipe: 26 FIXED PRESSURE LOSS DEVICE
24 2.0 0.0 63.6 0.0 13.0 psi, 103.4 gpm
23 2.0 0.0 50.6 0.0
Page 4
LUTSEY L.TXT
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 27 -103.4 2.009 PL 0.50 PF 1.3
24 2.0 0.0 63.6 0.0 10.5 150 FTG C PE 0.0
25 2.0 0.0 64.9 0.0 0.076 TL 17.12 PV 0.7
Pipe: 28 FIXED PRESSURE LOSS DEVICE
26 2.0 0.0 76.4 0.0 11.5 psi, 103.4 gpm
25 2.0 0.0 64.9 0.0
Pipe: 29 -103.4 2.009 PL 2.00 PF 0.7
26 2.0 0.0 76.4 0.0 10.5 150 FTG E PE 0.4
27 1.0 0.0 77.5 0.0 0.076 TL 9.56 PV 0.7
Pipe: 30 -103.4 1.985 PL 100.00 PF 10.0
27 1.0 0.0 77.5 0.0 10.7 150 FTG ETG PE 3.9
28 10.0 SRCE 83.6 (N/A) 0.081 TL 124.18 PV 0.8
Pipe: 31 0.0 2.009 PL 4.25 PF 0.0
29 30.5 0.0 31.4 0.0 0.0 150 FTG ---- PE 0.0
2 30.5 0.0 31.4 0.0 0.000 TL 4.25 PV 0.0
Pipe: 32 0.0 2.009 PL 4.25 PF 0.0
4 30.5 0.0 31.4 0.0 0.0 150 FTG ---- PE 0.0
6 30.5 0.0 31.4 0.0 0.000 TL 4.25 PV 0.0
Pipe: 33 12.1 1.527 PL 15.67 PF 0.3
6 30.5 0.0 31.4 0.0 2.1 150 FTG E3T PE 0.0
30 30.5 0.0 31.1 0.0 0.005 TL 57.98 PV 0.0
Pipe: 34 12.1 1.527 PL 10.00 PF 0.1
30 30.5 0.0 31.1 0.0 2.1 150 FTG E PE 4.3
31 20.5 0.0 35.3 0.0 0.005 TL 16.04 PV 0.0
Pipe: 35 12.1 1.527 PL 3.83 PF 0.1
31 20.5 0.0 35.3 0.0 2.1 150 FTG T PE 0.0
32 20.5 0.0 35.2 0.0 0.005 TL 15.92 PV 0.0
Pipe: 36 35.5 1.527 PL 4.79 PF 0.2
32 20.5 0.0 35.2 0.0 6.2 150 FTG ---- PE 0.0
16 20.5 0.0 35.0 0.0 0.040 TL 4.79 PV 0.3
Pipe: 37 6.7 1.527 PL 8.00 PF 0.0
36 26.4 0.0 28.8 0.0 1.2 150 FTG ---- PE 0.0
40 26.4 0.0 28.8 0.0 0.002 TL 8.00 PV 0.0
Pipe: 38 -45.1 1.527 PL 28.25 PF 5.2
40 26.4 0.0 28.8 0.0 7.9 150 FTG 5E2T PE 2.6
17 20.5 0.0 36.5 0.0 0.062 TL 82.65 PV 0.4
Pipe: 39 -25.6 1.055 PL 12.00 PF 3.2
33 20.6 5.6 20.9 25.6 9.4 150 FTG 4E PE 1.1
34 23.1 0.0 23.0 0.0 0.132 TL 24.09 PV 0.6
Page 5
LUTSEY L.TXT
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 40 -25.9 1.055 PL 2.50 PF 1.8
35 22.6 5.6 21.4 25.9 9.5 150 FTG ET PE 0.2
34 23.1 0.0 23.0 0.0 0.135 TL 13.08 PV 0.6
Pipe: 41 -51.5 1.055 PL 7.38 PF 7.2
34 23.1 0.0 23.0 0.0 18.9 150 FTG T PE 1.4
36 26.4 0.0 28.8 0.0 0.482 TL 14.94 PV 2.4
Pipe: 42 -26.0 1.055 PL 8.79 PF 2.4
37 20.6 5.6 21.5 26.0 9.5 150 FTG 3E PE 1.1
38 23.1 0.0 22.9 0.0 0.136 TL 17.86 PV 0.6
Pipe: 43 -25.9 1.055 PL 2.50 PF 1.8
39 22.6 5.6 21.3 25.9 9.5 150 FTG ET PE 0.2
38 23.1 0.0 22.9 0.0 0.135 TL 13.08 PV 0.6
Pipe: 44 -51.9 1.055 PL 7.38 PF 7.3
38 23.1 0.0 22.9 0.0 19.0 150 FTG T PE 1.4
40 26.4 0.0 28.8 0.0 0.488 TL 14.94 PV 2.4
NOTES:
(1) Calculations were performed by the HASS 5.7.0 computer program
under license no. 416J187 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.
Atlanta, GA 30345
(2) The system has been balanced to provide an average
imbalance at each node of 0.004 gpm and a maximum
imbalance at any node of 0.171 gpm.
(3) Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity
is 19.0 ft/sec at pipe 44.
Page 6
c
LUTSEY L.TXT
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G S D
EII Tee LngEll ChkVlv BfyVlv GatVlv 45E11 DPVIv
Page 7
�
LUTSEY L.TXT
� SPRINK!ER SYSTEM HYDRAULIC ANALYSIS Page 8
Date: 04/23/09
JOB TITLE: LUTSEY.TXT
WATER SUPPLY CURVE
120+
110+
100+
�` 0\
( \\
90+ \\
\\
\\
X \\\
P 80+ \\
R \\
E \\
S \\
S 70+ \\\
U I \\
R \\
E \\
60+ \\
( \\\
P \\
S \\
I 50+ \\
) \\
\\
42.7 psi � 829 gpm-> *
40+ Flow Test Point
30+
�______________________________
20+ LEGEND "
X = Required Water Supply "
83.64 psi @ 103.4 gpm "
10+ "
I 0= Available Water Supply ;;
93.89 psi � 103.4 gpm
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
Page 8
�
- -- - -- _ _ l
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 pattems are higher and generally
contain a finer droplet size than standard sprinkler pattems.
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 '/2'
(13mm) of cover adjustment 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 residen6al 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 pattem
produces significantly higher wali 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 assembiy until the wrench tangs engage the
drive slots in the top of the cup (there are two sets of drive
slots in the cup}. The sprinkler is then tightened into the pipe
Temperature Rating
' Sprinkler Cover Plate Max. 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 pasitively pressurized. In
addition, inspect all sprinklers after installation to ensure that
both the gap beiween the cover plate, ceiling and the 4 slots
in the cup are open and free from any air fiow impediment.
; � Minimum Required
i Thread Size : K I Sprinkler Maximum Minimum ; Sprinkler Discharge
inch (mm) ; Factor ! Spacing ; Distance Distance between ;
ft. (m) i to Wall ft. (m) sprinkler ft. (m) ; Flow Press.
� ��
; gpm (Lpm) psi (bar)
; �-- --------- ---
h" (15mm) ; 5.6 � 12 x 12 (3.6x3.6) i 6(1.83) - 8(2.43)
— 26 (98) 21.6 (1.49)
'/z" (15mm) ; 5.6 i 14 x 14 (4.3x4.3)', 7(2.13) 8(2.43) 26 (98) 21.6 (1.49)
'/z" 15m � ; 5.6 ! 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
Modei 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 shouCd 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
densiry of 0.10 gpm/f�. 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 y2' 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
1 " x l ?' R£OtIC!!V6
� TEf EtBQW
�`1�----- --t"
(r' r�� 1 i i �� { !
rr � � � ,,{•
..._.�._.._��...�.._.�...�.__,...__ �j{�_��.�
i 4„
)Ntl � 1 sltl�
#U---�-��� � ' � ����---t
-�" ..�, �-' --�t � >
SPRtNJlLfR C1tP
ASSEMBtY
CEILJP,�G'
f�'?' jT3mmj
Ata�c' GOVER
Ar.�,wsnu�-avr
brass cover plate and copper alloy retainer fiange having a
push�n and thread-off design, allowing a'/2' cover plate
adjustment. Any secure engagement between the cover
plate and the cup will assure that the dro�down deflector is
properly located below the ceiling. A plastic protective cap
shail be provided and factory instailed inside the sprinkler cup
to protect the dro�down sprinkler deflector from damage,
which coufd occur during construction before the cover plate
is instalied. Standard cover finish: [ChromeJ [White]
[Specialry - specify). Residential concealed sprinklers shall
be Reliable Model RFC56, SIN RA0914 (Bulletin 009).
Ordering Information �ver Plate Finishes "'
Specify:
1. Sprinkler Model
2. Cover Plate Finish
._ 2 Sf8 S6 mmj A�4
CE1ttNG tE
—�-•-1 3/8" L?41.
(60.Smm)
2 Sf8' 8&.7rrrmJ
FAC FfI7]'NrG Tp CEILING
INAI�N !OyN AtAK
1
.-PUSi�!—Oh! R£At1—C�fF
FtAT G R PG47i
A55L�A�iBLY
_ �..--;,
'. . �y
_._..11.r�'iS �
�+------3 5/tS" DIIL---� .Tf_�
jas. r.,,�] �4.�„r,.�
).t79�d 1A
�a�ar
K�
Standard Finishes
Chrome
White
Special Application
Fnishes
Bright Brass
Black Plating
Black Paint
Off White
Satin Chrome
O1 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.
Bulletin 035 Re�.0
� {�
Residentiai Sprinklers
For Sloped Ceilings
Guidelines for Listed Residential Sprinkler
installations below Sloped Ceilings
The installation guidelines cover
� Residential Sprinkler Models:
Fi Res 49 Pendent
F1 Res 49 Recessed Pendent/F1
F1 Res 44 HSW
F1 Res 44 Recessed HSW/F2
F1 Res 40 HSW
F1 Res 40 Recessed HSW/F2
F1 Res 49 CCP
RFC 43 Flat Concealed
Listings & Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
2. NYC MEA 258-93-E
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents: US Patent number 6,516,893
Model F1 Res 49
Product Description for F1 Res Sprinklers
Model F1 Res Pendent sprinklers are fast response
sprinklers combining excellent durability, high
sensitiviry glass-bulb and low profile decorative
design. The F1 Res Horizontal Sidewall sprinklers
are equally attractive when above ceiling piping
cannot be used.
The 3mm glass-bulb pendent sprinklers, with a K
Factor of 4.9 for pendent and 4.4 for horizontal
sidewall, 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.
�
��.�
F1 Res 49
Pendent
�� _,
rr�tt�` '�"�``' � �
� � �.
q � = Q�
arR s� �
F1 Res 44
HSW
F1 Res 40
HSW
F1 Res 49 CCP
Pendent
RFC 43
* Effective date July 12, 2002
�` ;
��_>
::��
�� ,
F1 Res 49
Recessed Pendent / F1
�'' 1
.�'
F1 Res 44
Recessed HSW/F2
�
_� �
F1 Res 40
Recessed HSW/F2
RFC 43
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552
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Product DescriptionRFC 43
Model RFC43 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 RFC43 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 ability for
controlling residential fires, and thereby providing
significant evacuation time for occupants.
The RFC43 Sprinkler provides the best form of fire
protection by combining an attractive appearance and
'/z" (13mm) of cover adjustment 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.
The RFC43 is a UL Listed Residential Sprinkler to be
installed in the residential portions of any occupancy in
accordance with NFPA 13, 13R, & 13D.
The RFC43 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.
Technical Data (F1 Res Sprinklers):
• Thermal Sensor : Nominal 3mm glass-bulb
• Sprinkler Frame : Brass Casting
• Sprinkler Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size : 'h" NPT (R'h)
• K Factor : 4.9 (Actual) - F1 Res 49 Pendent Sprinkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
4.0 (Actual) - F1 Res 40 HSW Sprinkler
• Density : Minimum .05 gpm/ft2
Technical Data (RFC 43):
• Thermal Sensor : 165°F Fusible Link
• Sprinkler Frame : Brass Machined
• Sprinkler Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size : Yz" NPT (RY2)
• K Factor : 4.3 (Actual)
• Density : Minimum .05 gpm/ft2
Application
Model F1 Res and RFC 43 Sprinklers are used for
Residential Fire Protection according to UL 1626
Standard'`. Be sure that orifice size, temperature rating,
deflector style, cover plate and sprinkler rype are in
accordance with the latest published standards of The
National Fire Protection Association or the approving
Authority Having Jurisdiction.
" Effective date July 12, 2002
2.
0
�
METHOD OF CALCULATING THE CONVERSION
OF 'RISE-OVER-RUN' TO DEGREES OF AN ANGLE.
�
run
1,.4 A = TAN -� (a/b)
la (rise)
C
2. slope distanae: a= a2 + b�
Example: c = 4
b = 12
.4 A = TAN "� (c/b)
� A = TAN-� _ (0.333)
� A = 18.43'
035_ROR A
slope distanae: a = +12
a = 160
3.
c = 12.65
Model F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F1 & Fi Res 49 CCP Pendent &
I RFC 43 Pendent Flat Concealed Sprinklers installed below Sloped Ceilings.
-�.�
� v
�_
�
L���
E�
� � � <
�, <
� � � ;�
�,�
��, � "
��� : ` � .�
�:- ,�
�=
F1 Res 49
Pendent
RFC 43
�� � ���r
F �.
��
�i� `t `'
��'�"`'- �„
F1 Res 49
Recessed Pendent / F2
4.
F1 Res 49 CCP
Pendent
RFC 43
�
0
2 L
'.Y•': ...... C/�G
5:•.•.:V.�.
A �,; ::;. �B
,;�
C
.. T� ..,
B
L/STED AREA OF COVERAGE
CORRESPONDS TD CEILIIyG SLOPE -
L = THE MAXIMUM LISTED SPRINKLER
SPACING, LENGTH (8'-0" MINIMUM).
L/2 = ONE HALF THE MAXIMUM LISTED
SPRINKLER SPACING (0'-4" MINIMUM).
W = THE MAXIMUM LISTED SPRINKLER
SPACING. WIDTH.
A = 3'-0" MAXIMUM.
B = RANGE: 2/12 (9.4') < B S 8/12 (33.T).
C = 8'-0" MINIMUM.
036FCA1
L/2
Sprinkler spacing below single sloped ceilings with a maximum slope of /2 (33.7°) pitch.
5.
L
� �
-,�
L = THE Ir1AAXIMUM USTED SPRINKLER
SPACING. LENGTH (8'-0" MINIAIUAI).
�/2 = ONE HALF THE I�fAXIMUM USTED
SPRINKLER SPACING (0'-4" MINIMUM).
W = THE I�IAXIMUA) USTED SPRINKLER
SPACING. WIDTH.
A = 3'-0" GIAAXIMUM.
8 = RANGE: 2/12 {9.4•) < B S 8/12 {33.T)
C = 8'-0" MINI�IUAI.
i : r�r
a.t,�.
�—�
Sprinkler spacing below multiple sloped ceilings with a maximum slope of /2 (33.7°) pitch.
[:�
• � Model F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 installed below Sloped Ceiling.
Technical Data
Max. Actual Sprinkler
Thread Max. Pressure Sprinkler
Ambient Temp. K Factor Escutcheon Identification
Size psi (bar) �F °C (metric) Length Number (SIN)
Yz" NPT (R'/z) 175 (12) 100 (38) 4.9 (69,94) 2.25'� %-� Ad ustment R3516
Table 1 -
Max. Slo e of 8 33.7° Pitch Max. Slo e of 4 18.4° Pitch
Max. Sprinkler Spacing Along Slope Sprinkler Temp. Rating °F (°C) Sprinkler Temp. Rating °F (°C)
(VI� Width x( L) Length ft(m) 155 68 155 68 & 175 79
Min. Flow Per Sprinkler Head Pressure Min. Flow Per Sprinkler Head Pressure
m L m si bar m L m si bar
12x12 3,6x3,6 19 71,9 15.1 1,04 13 49 7.0 0,48
14 x 14 4,3 x 4,3 19 71,9 15.1 1,04 13 49 7.0 0,48
16 x 16 4,9 x 4,9 19 71,9 15.1 1,04 13 49 7.0 0,48
18 x 18 5,5 x 5,5 20 75,7 16.7 1,15 17 64,3 12.0 0,83
20 x 20 (6,1 x 6,1) 25 (94,5) 26 (1,78) 20 (75,7) 16.7 (1,15)
� Model F1 Res 49 CCP Pendent installed below Sloped Ceiling.
Technical Data
CCP Assy. Max. Actual
Sprinkler Temp. Max. Sprinkler
Thread Size Rating Temp. pressure Ambient K Sprinkler ldentification
Ratin Tem Factor Len th
°F (°C) oF oC psi (bar) �F °C metric g Number (SIN)
�" NPT R' 155 68 135 57 175 12 100 38 4.9 69,94 2.25" R3516
Table 2 - A lication
Max. Slo of B 33.7° Pitch Max. S
Max. Sprinkler Spacing Along Slope
(W) Width x( L) Length ft(m) Min. Flow Pep Lpr�kler Head Ps�bare Min. Flow Pen
12 x 12 3,6 x 3,6 20 75,7 16.7 1,15 13
14 x 14 4,3 x 4,3 20 75,7 16.7 1,15 13
16 x 16 4,9 x 4,9 20 75,7 16.7 1,15 14
18 x 18 5,5 x 5,5 21 (
20 x 20 (6,1 x 6,1) 21 I
Model RFC 43 Pendent Flat Concealed installed below Sloped Ceiling.
Technical Data
of 4 18.4° Pitch
nkler Head Pressure
7.0 0,
7.0 0,
8.2 (0,
18.4 1
18.4 (1
Thread Sprinkler Coverplate Max. Max. Actual Max. Sprinkler
Temp. Rating Temp. Rating Pressure Ambient Temp. K Factor ldentification
Size �F ��C� �F ��C� si bar °F °C metric Adjustment Number (SIN)
YZ" NPT RYz 165 74 135 57 175 12 100 38 4.3 61,4 %" RA0612
Table 3 -
Max. S
Max. Sprinkler Spacing Along Slope
(Vln Width x( L) Length ft(m) Min. Flow Per
m
12x12 3,6x3,6 18
14x14 4,3x4,3 18
16x16 4,9x4,9 18
18x18 5,5x5,5
20x20(6,ix6,1)
of 8 33.7° Pitch Max. Slo e of • 18.4° Pitch
nkler Head Pressure Min. Flow Per Sprinkler Head Pressure
7.
17.5 1,21 13
17.5 1,21 13
17.5 1,21 13
21
21
9.1 0.
9.1 0.
9.1 0,
23.8 1
23.8 (1
Installation Guidelines
1. For systems designed in accordance with NFPA 13,
13D and 13R, where.specific UL Listed flows are not
required, consult with the local Authority Having
Jurisdiction regarding the number of design spnnklers
for sloped ceilings having a pitch greater than /2 (9.4°).
2.Instailation of UL Listed residential sprinklers under
sloped ceilings shall be limited to a type of unobstructed
construction consisting of smooth ceilin s, as defined by
NFPA 13, having a maximum pitch of 4/�2 (18.4°) or 8/12
(33.7°).
3. Spacing of residential sprinklers under sloped ceilings is
measured along the slope when determining the
distance off of walls and between sprinklers.
4. Measure listed areas of coverage alon the sloped
ceiling. The actual floor coverage area wi� be less than
the listed area.
5. For coverage areas less than the listed coverage area
shown in Tables 1 through 5, use the minimum flow
requirement for the next largest listed coverage area.
6. Minimum spacing between pendent rype sprinklers is 8
ft. (2.4 m). Minimum distance from a pendent type
sprinkler and an adjacent wall is 4" (102 mm).
7. Residential sprinkiers located closest to the peak of the
ceiling shall have the deflectors located not more than
3 ft(1 m) vertically down from the peak. Align deflectors
parallel with the ceiling slope. 1" to 4" (25mm to
102mm) below the sloped ceilmg.
8. Hydraulic Requirements:
a. For NFPA 13D Systems, the number of design
sprinklers shall include all sprinklers within a
compartment,. up to a maximum of two sprinklers
(where specific UL Listed flows are required) that
requires the greatest hydraulic demand.
b. For NFPA 13R Systems, the number of design
sprinklers shall include all sprinklers within a
compartment, up to a maximum of four (4) sprinklers
(where specific UL Listed flows are required), that
requires the greatest hydraulic demand.
c. For NFPA 13 systems, the desi n area shall be the
area that includes the four (4j� hydraulically most
demanding sprinklers. The minimum required
discharge from each of the four hydraufically
demanding sprinklers shall be the greater of the
following:
(1) In accordance with the minimum flow rates
indicated by the individual listings(that already
will provide a minimum density of�.1 gpm/ft2); or
(2) A calculated value based on delivering a
minimum of 0.1 gpm/ft2 over the design area.
Because of the varied nature of residential construction
features, there will be some compartment designs which
cannot be fully sprinklered in accordance with NFPA 13,
13D, or 13R. In these instances, consult the Authority
Having Jurisdiction (AHJ) for guidance and approval.
This includes sloped ceilings having a pitch greater than
8/12 (33.7°).
Model F1 Res 44 & 40 HSW and F1 Res 44 & 40 Recessed HSW/F2
installed below the slope ceiling.
F1 Res 44
HSW
F1 Res 44
Recessed HSW/F2
�
Horizontal Sidewa�l Sprinkler
(with discharge directed across the slope)
0
Wj2 W
w/2
.... ::::.:::�::�...
_� ....:::...::::::,:...
�...,,. >::� �B
C
ELE�ATION
USTED ARfA OF COVERAGE
CORRESPONDS TO CEILING SLOPE
TOP OF DEFLECTOR MUST BE LOCATED
4" TO 12" BELOW SLOPED CEILING.
THE TOP OF THE DEFLECTOR AMUST BE
PARALLEL W/TH THE PLANf OF THE CE/L/NG.�
D/SCHARGE /S ACROSS THE SLOPE.
G�\�-��C'
B /i%//,
L = THE MAXIMUM LISTED SPRINKLER
SPACING, LENGTH.
W = THE MAXIMUM LISTED SPRINKLER
SPACING, WIDTH.
W/2 = ONE—HALF THE MAXIMUM LISTED SPRINKLER
SPACING, WIDTH (0'-4" MINIMUM).
A = 3'-0" MAXIMUM.
B = RANGE: Z/12 (9.4') < B s 8/12 (33.7').
C = 8'-0" MINIMUM.
.y� ��'
������ O�
��o/
�
� `2
HSW sprinkler spacing below single sloped ceilings with a maximum slope of %2 (33.7°) pitch.
W
�/2 W
�N /2 �N w W/2
.::.:.::...::.::.:..:-:::--�.. ..._ :;:::.;�.;;::;.::;:.-;.. :.,..
..,
...:.... :......
'� � �` ... - ::" �B
c�s�n .wEa oF cov��ce
corrrr�sAavos ro cercfNc sconE
- C TOP OF OFf1ECTOR Al(/ST 8£ LOCATED
4' TO !2' BELOw SLQ�ED C£lUA�.
EcEV,4noN rHE roP oF n�e a�c£crar 1�us► eF
PARALLEL �{71H 1HE PLAl�fE OF TH£ CEKtlyG
DiSC�iAR('•£ t5 �SS 1H£ SLOPE. —�
L = THE MAXIMUM LISTED SPRINKLER
SPACING, LENGTH.
W = THE MAXIMUM LISTED SPRINKLER
SPACING, WIDTH (0'-4" MINIMUM).
W/2 = ONE-HALF THE MAXIMUM USTED SPRINKLER
SPACING, WIOTH (0'-4" MINIUUM).
A = 3'-0" MAXIMUM.
8 = RANGE: 2/12 (9.4 )< B s 8/12 (33.T).
C = B'-0" MINIMUM.
o.�co+
�Q-
��� .\�\\
�
�/ " /i
`��
��I
!
HSW Sprinkler spacing below multiple sloped ceilings with a maximum slope of %2 (33.7°) pitch.
�
Model F1 Res 44 HSW & Fi Res 44 HSW Recessed HSW/F2 with a maximum slope of %2 (18.4°) pitch.
Technical Data
Thread Sprinkler Max. Max. Actual Sprinkler Sprinkler
Temp. Rating Pressure Ambient Temp. K Factor Escutcheon Identification
Length
�ze �F ��C� si bar °F °C metric Number (SIN)
Y2" NPT (RYz) 155 (68) 175 (79) 175 (12) 100 (38) 4.4 (62,8) 2.45" �y2°ad'ustment) R3531
Table 4 - Application
Max.
iam x � �� �eng
12 x 12 (3,6 x 3,E
14x14(4,3x4,�
16x16(4,9x4,�
16x18(4,9x5,�
16x20(4.9x6.1
Discharge Directed
Across the Slope
4" to 6"
Deflector to Ceilin
Slope Min. Flow Pressure
m m L m si bar
16 60,5 13.3 0,92
16 60,5 13.3 0,92
16 60,5 13.3 0,92
18 68,1 16.8 1,16
23 (68.1) 27.4 (1.89)
Discharge Directed
Across the Slope
6" to 12"
Deflector to Ceilin
Min. Flow Pressure
m L m si bar
17 64,3 15 1,04
17 64,3 15 1,04
17 64,3 15 1,04
20 75,6 20.7 1,43
23 (68.1) 27.4 (1.891
Model F1 Res 40 HSW and F1 Res 40 HSW Recessed HSW/F2 with a ma�cimum slope of �12 (33.7°) pitch.
F1 Res 40
HSW
Technical Data
F1 Res 40
Recessed HSW/F2
Actual
Max. Max. Sprinkler
Thread K Sprinkler
Pressure Ambient Temp. Identffication
Size psi (bar) �F ��C� Factor Length Number (SIN)
metric
Y2" NPT RY2 175 12 100 38 4.0 57,09 2.45" R3538
10.
Discharge Directed Discharge Directed Discharge Directed
Down the Slope Down the Slope Across the Slope
Table 5- Application a° to s�� s�� to �2�� a�� to s��
Deflector to Ceilin Deflector to Ceilin Deflector to Ceilin
Max. Sprinkler Spacing Along Slope "'Min. Flow Pressure "�Min. Flow Pressure �'�Min. Flow Pressure
Width x L Len th ft m m L m si bar m L m si bar m L m si bar
12 x 12 (3,6 x 3,6) 13 (49,0) 10.6 (0,73) 13 (49.0) 10.6 (0,73) 17 (64.3) 18.1 (1.24)
14 x 14 4,3 x 4,3 16 60,5 16 1,1
16 x 16 4,9 x 4,9 17 64,3 18.1 1,�
16 x 18 4,9 x 5,5 20` 75,7 25` 1,i
16 x 20 (4,9 x 6,1) 23 (87,0) 33.1 (2,�
'Min flow and pressure on 175°F
�mperature rating only is 21 gpn
79.5 Lpm) and 27.6 psi (1.9 bar
Escutcheons Recessed with F2
Temperature Rating °F (°C) 155 (68), 175 (79)
�'� Minimum Flow Per Sprinkler gpm (Lpm)
Installation Guidelines
1. For systems designed in accordance with NFPA 13,
13D and 13R, where specific UL Listed flows are not
required, consult with the local Authority Having
Jurisdiction regarding the number of design sprinklers
for sloped ceilings having pitch greater than /2 (9.4°).
2. Installation of UL Listed residential sprinklers under
sloped ceilings shall be limited to a type of
unobstructed construction consisting of flat, smooth
ceilings, as defined by NFPA 13, having a maximum
pitch of 4/12 (18.4°) or 8/12 (33.7°).
3. Where listed, install horizontal sidewall sprinklers along
the wall below the sloped ceiling when discharge is
directed across the slope, and install at the peak below
the sloped ceiling when discharge is directed down the
slope. Always align the sprinkler deflector parallel with
the direction of the sloped ceiling.
4. Residential HSW sprinklers located closed to the peak
of the ceiling shall have the deflectors located not more
than 3 ft. (1m) vertically down from the peak.
5. Spacing of residential HSW sprinklers under sloped
ceilings is measured along the slope when determining
the distance off of walls and between sprinklers.
6. Measure listed areas of coverage along the sloped
ceiling. The actual floor coverage area will be less than
the listed area.
7. For coverage areas less than the listed coverage area
shown in Tables 1 through 5, use the minimum flow
requirement for next largest listed coverage area.
8. Minimum spacing between horizontal sidewall
sprinklers is 8 ft. (2.4 m). Minimum distance from a
horizontal sidewall sprinkler and an adjacent wall is 4"
(102 mm).
9. Where installation of F1 Res 40 horizontal sidewall
sprinklers provide discharge across a slope having a
maximum pitch of 8/12, F2 escutcheons may be used
for surface mounting only.
11.
17 64,3 18.1 1,10 17 69,3 18.1
20 (75,7) 25 (1 J2) 17 (64,3) 18.1
Recessed with F2 Standard or raised mount
155 (68), 175 (79) 155 (68)
10. Hydraulic Requirements:
a. For NFPA 13D Systems, the number of design
sprinklers shall include all sprinklers within a
compartment, up to a maximum of two sprinklers
(where specific UL Listed flows are required) that
requires the greatest hydraulic demand.
Exception: For F1 Res 40 horizontal sidewall
sprmklers, where discharge is directed across a
slope having a maximum pitch of 8/12 and the
compartment that requires the greatest hydraulic
demand is large enou h where three (3) or more
sprinklers are required�or adequate coverage, the
minimum number of design sprinklers within that
compartment shall be three (3), where specific UL
Listed flows are required.
b. For NFPA 13R Systems, the number of design
sprinklers shall include all sprinklers within a
compartment, up to a maximum of four (4)
sprinklers (where specific UL Listed flows are
required), that requires the greatest hydraulic
demand.
c. For NFPA 13 systems, the design area shall be the
area that includes the four (4) hydraulically most
demanding sprinklers. The minimum required
discharge from each of the four hydraulically
demanding sprinklers shall be the greater of the
following:
(1) In accordance with the minimum flow rates
indicated by the individual listings(that already
will provide a minimum density of 0.1 gpm/ft2); or
(2) A calculated value based on d-elivering a
minimum of 0.1 gpm/ft2 over the design area.
11. Because of the varied nature of residential construction
features, there will be some compartment designs
which cannot be fully sprinklered in accordance with
NFPA 13, 13D, or 13R. In these instances, consult the
Authoriry Having Jurisdiction (AHJ) for guidance and
approval. This includes sloped ceilings having a pitch
greater than 8/12 (33.7).
Model F1 FR Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
- HSW 1 Deflector
Model F1 FR Recessed Sprinkler Types
Recessed Pendent
Recessed Horizontal Sidewall
- HSW 1 Deflector
Product Description
Re IiableModelsFl FRand F1 FR RecessedSprin klersare
quick response sprinklers which combine the durability of a
stan dard sprin klerwith the attrac tive low pro file of a deco ra-
tive sprinkler.
The Models F1 FR and F1 FR Recessed automatic sprin-
klers utilize a 3.0 mm frangible glass bulb. These sprinklers
have dem on strated re sponsetimes in labo ratorytestswhich
are five to ten times faster than standard response sprin-
klers. This quick response enables the Model F1 FR and
F1 FR Recessed sprinklers to apply water to a fire much
faster than standard sprinklers of the same temperature rat-
��.
The glass bulb consists of an accurately controlled
amount of special fluid hermetically sealed inside a pre-
cisely manufactured glass capsule. This glass bulb is spe-
cially constructed to provide fast thermal response. The
balance of parts are made of brass, copper and beryllium
nickel.
At normal temperatures, the glass bulb contains the fluid
in both the liquid and vapor phases. The vapor phase can
be seen as a small bub ble. As heat is ap plied, the liq uid ex-
pands, forcing the bubble smaller and smaller as the liquid
pressure increases. Continued heating forces the liquid to
push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrif�
ute the discharging water.
The temperature rating of the sprinkler is identified by the
color of the glass bulb.
Bulletin 136K
Model F1 FR
Model F1 FR Recessed
Quick Response
Sprinklers
.:
;
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Upright
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Vertical Sidewall
r ,
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£ �- "+'�'."�
���
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Conventional
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4
Horizontal Sidewall Recessed Pendent
HSW 1 Deflector
Application
Quick response sprinklers are used in fixed fire protec-
tion systems: Wet, Dry, Del uge or Preaction. Care must be
exercisedthattheorifice size, tem perature rat ing, deflector
sryle and sprinkler type are in accordance with the latest
published standards of the National Fire Protection Asso-
ciation or the approving Authoriry Having Jurisdiction.
Quick response sprinklers are intended for installation as
specifiedin NFPA 13.Quickresponsesprinklersandstan-
dard response sprinklers should not be intermixed.
The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552
�
�
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• Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
Sprin klerType "K" Factor Sprin kler ldentification
Standard-1Jpright(SSU)arxiPendent(SSP) Sprinkler Approval Number SIN
DeflectorsMarkedtolndicatePosition US MeVic Hei�t Organization �U SSP
%" 15mm StandardOrificewith%'NPT R% Thread 5.62 81.0 22"' 56rrrn 1,2,3,4,5,6,7 R3625 R3615
�%'(2(knm)Lar eOrificewith�;"NPT(R3/a)Thread 8.0 115.3 2.3"'(5�rrn) 1,2,3,4,7,8 R3622 R3612
'" 17mm SmallOrificewith "'NPT R'z Thread��� 4.24 61.0 2.54" 6rxrm 1,2,8 R3623 R3613
�" 10mm SmallOrificewith%"NPT F?}z Thread��� 2.82 40.6 2.54" 65rrm 1,2,8 R3621 R3611
10mmOrificeXLHwithR�"Thread 4.10 59.1 56.1mm 4,6,7 R3624 R3614
Conventiona�InstallinU ri htorPendentPosition
10mmOrifice XLH with R� Thread 4.10 59.1 56.1mm — R3674
15mmStandardOrificewith}z"NPT(R'/z)Thread 5.6 81.0 56.1mm 4,6,7 R3675
2Cknm Lar e Or i fice with 3/a" NPT R3/a Thread 8.0 115.3 58.4mm 4,7 R3672
"' Iden tified by a pintle ex tend ing be yond the de flec tor.
f�
. f�
� �'�...���� � :
Upright
� ��
M� �.
� :
Pendent
- ��,
P���,
Upright"'
Model F1 FR Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model RC1 Sprinkler Wrench
Installation Data:
�+-,�` �
1 �
�:
Conventional
Nominal Thread "K" Factor Sprinkler Approval �2� Sprinkler ldentification
Orifice Size US Metric Height Organizations Number (SIN)
%" (15rrm) jz" NPT (RYz) 5.62 81.0 2.2" (56rrxn) 1,2,3,4,5,7,8 R3615
,%z, 2(?rm �",NPT R3/a 8.0 115.3 2.3" Fi&rrn 1,2,3 R3612
�fi' ��� (11rrm) y" NPT (RYz) 4.24 61.0 2.54" (Grxrm) 1,2,8 R3613
�" ��� (1Qmi) y" NPT (RY2) 2.82 40.6 2.54" (65rrm) 1,2,8 R3611
10mm F�/e 4.10 59.1 56.1mm 4,7 R3614
�'� Identified by a pintle extending beyond the deflector.
�2� Re fer to es cutch eon data ta ble for ap prov als and di men sions.
, -- z „• ,K,c o.. -
�r r.yra•cu
r —� ---�
�
L
� t�_—� �: i 1 II
.. � I i 1/i' YJ�RR
I'u1M [Gi�M ' �
W/It ILN,
IG�nS� 9'/�WiG@ l
W1IFNCN �SS �� - � I / I ,
\ ,\ � / 1
I I 1
�.� !__._.. ,_ '
iY/1 .1/ /. .. _ _._��Krai,�s �ov�
�JM�[v� /'� Q"i�Yd 1 J Tl%/1 CCt�K OnKNS�Oh
! 1 1 t r����
�" I/L-} I.�
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: J%V dl . . _.. _ — '..'YGL1:
2.
� Model F1 FR Quick Response Vertical Sidewall Sprinkler
Installation Wrench: Model D Sprinkler Wrench
Installation Position: Upright or Pendent
Approval Type: Light Hazard Occupancy
Installation Data:
"K" Factor
Nominal Orifice Thread Size Sprinkler Height
Yz' Yz' NPT (RY2)
15mm Yz' NPT (RY2)
LPC Ap proval is Pen dent only.
_._. �
� � » t
�,
�
3-� �
�;=-�:�_' -
. �; � :
Vertical Sidewall
US Metric
5.62 81.0
5.62 81.0
2.2" (56mm)
22" (56mm)
Orientation Deflector to Ceiling
Dimension (Min. - Max.)
U ri ht 4" - 12" 102mm - 305mm
Pendent 6" - 12" (152mm - 305mm)
Model F1 FR Quick Response Horizontal Sidewall Sprinkler
Deflector: HSW 1
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
Approval
Organizations
1,2,3,6,8
4 ���
Sprinkler ldentification
Number (SIN)
R3685
ApprovalOrganizations Sprinkler
"K" Factor and Type of Approval Identification Num-
Nominal Thread ber
Orifice Size US Metric Sprinkler Length Light Ordinary (SIN)
Hazard Hazard
%"(15mm) %"NPT(RYZ) 5.62 81.0 2.63"(67mm) 1,2,3,5,8 1,2,5,8 R3635
NOTE: ULand ULC Listing permits use with F1 or F2 recessed escutcheon.
1 IVI ILVI IIUI VllAIiVVUII
3.
Installation
Quick response sprinklers are intended for installation
as specified in NFPA 13. Quick response sprinklers and
standard response sprinklers should not be intermixed.
The Model F1 FR Recessed Quick Response Sprinklers
are to be installed as shown. The Model F1 or F2 Escutch-
eons iliustrated are the only recessed escutcheons to be
used with the Model F1 FR Sprinklers. The use of any other
re cessed es cutch eon will void ail ap prov als and ne gate all
warranties.
When in stall ing Model F1 FR Sprin klers, use the Model D
Sprinkler Wrench. When installing Model F1FR Recessed
Sidewall Sprinklers, use the Model GFR1 Sprinkler
Wrench. Use the Model RC1 Wrench for installing F1FR
Recessed Pendent Sprinklers. Any other type of wrench
may damage these sprinklers.
Approval Organizations
1. Underwriters Laboratories, Inc.
2. Underwriters' Laboratories of Canada
3. Factory Mutual Research Corporation
4. Loss Prevention Council
5. NYC BS&A No. 587-75-SA
6. Meets MIL-S-901C and MIL-STD 167-1
7. Verband der Schadenversicherer
8. NYC MEA 258-93-E
ULI Listing Category
Sprinklers, Automatic & Open
Quick Response Sprinkler
ULI Guide Number
VNIV
Temperature Ratings
��� Max. Ambient Bulb
Classification Tem rature
oC oF Terrp. Cobr
Ordinary 57 135 100°F(38°C� Orange
Ordinary 6g 155 100°F (38'G) Red
Intermediate 7g 175 150°F(6�Gj Yellow
Intermediate � 200 150°F(6�G) Green
High ��� 141 286 225°F(107°� Blue
��� Not available for recessed sprinklers.
Escutcheon Data
Faoe of Filtr�g �
� Approvals A�Unerrt .� Ceing or Wal
�ir,er,san
F1 1,2,4 �., �,,• �s�_'�e�
(19mm) (19mm) (5rrm-24rmi)
F2 1,2,3,4,5,7,8 �„ �„ �s�-'yfi�
13mm (25mm) �rm-2qrrm
Maintenance
The Models F1 FR and F1 FR Recessed 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
clean ing flu ids. Re move dust by us ing a soft brush or gen-
tle 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 sprin-
klers. Prior to installation, sprinklers should be maintained
in the original cartons and packaging until used to mini-
mize the potential for damage to sprinklers that would
cause improper operation or non-operation.
Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Sidewall (Vertical, Horizontal HSW1)
Recessed Pendent
Recessed Horizontal Sidewall HSW 1
Finishes ""2'
Standard Finishes
Escutcheon
Bronze Brass
Chrome Plated Chrome Plated
White Polyester Coated White Painted
Special Application Finishes
Escutcheon
Bright Brass Bright Brass
Black Plated Black Plated
Black Paint Black Paint
Off White Off White
Satin Chrome Satin Chrome
��� Other fin ishes and col ors are avail able on spe cial or der.
Consult the factory for details.
�2� FM Approval is lim ited to bronze and brass, chrome or black
plated finishes only.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Orifice Size
4. Deflector Type
5. Temperature Rating
6. Sprinkler Finish
7. Escutcheon Type
8. Escutcheon Fnish (where applicable)
Note: When Model F1 FR Recessed sprinklers are
ordered, the sprinklers and escutcheons are packaged
separately.
The equip ment pre sented in this bul le tin is to be in stalled in ac cor dance with the lat est perti nentStan dardsofthe National Fire ProtectionAssoci ation, Factory Mutual Re search
Cor po ration, or other sim i laror ga ni za tions and alsowith the provi sions of gov ern mental codesor or di nanceswhen ever ap plica ble.
Prod ucts manutactured anddistrib uted byRe li able have been protect ing lifeand propertyforover 80years, and are in stalled and serviced bythe most highly qual i fied and rep uta-
ble sprin kler con trac tors lo cated through out the United States, Can ada and for eign coun tries
Manufactured by
The Reliable Automatic Sprinkler Co., Inc.
(800)431-1588 Sales Offices
(800)848-6051 Sales Fax
(914)66�3470 Corporate Offices
www.reliablesprinkler .com Internet Address
� Recycled
Papei
Revision lines indicate updated or new data
EG. Printed in U.S.A. 12/00 P/N9999970027
TECHNICAL DATA
TABLE 2c. �imensions and Physical Gharacteristies of Capper Tube: TYPE M
Nominal Dimensions, inches Calculated Values (based on nominal tlimensions)
Nominal or ross Weight Weight Contents of Tube
Standard Outside Inside Wall Sectional of Tube Only, of Tube & Water, per linear ft
Size, inches Diameter Diameter Thickness Area of Bore, pounds pounds Cu ft Gai
s inches per Imear ft per linear ft
'/e .500 .450 .025 .159 .145 .214 .00110 .00826
'/� .625 .569 .028 .254 .204 .314 .00176 .0132
�IQ .875 .811 .032 .517 .328 .551 .00359 .0269
1 1.125 1.055 .035 .874 .465 .843 .00607 .0454
1'/-0 1.375 1.291 .042 1.31 .682 1.25 .00910 .0681
1'!� 1.625 1.527 .049 1.83 .940 1.73 .0127 .0951
2 2.125 2.009 .058 3.17 1.46 2.83 .0220 .165
2'!� 2.625 2.495 .065 4.89 2.03 4.14 .0340 .254
3 3.125 2.981 .072 6.98 2.68 5.70 .0485 .363
3'!� 3.625 3.459 .083 9.40 3.58 7.64 .0653 .488
4 4.125 3.935 .095 12.2 4.66 9.83 .0847 .634
5 5.125 4.907 .109 18.9 6.66 14.8 .131 .982
6 6.125 5.881 .122 27.2 8.92 20.7 .189 1.41
8 8.125 7.785 .170 47.6 16.5 37.1 .331 2.47
10 10.125 9.701 .212 73.9 25.6 57.5 .513 3.84
12 12.125 11.617 .254 106 36.7 82.5 .736 5.51
TABLE 2d. Dimensions and Physicai Gharacteristics Qf Copper Tube: pMV (Drain, Waste and Veni}
Nominal Dimensions, inches Caiculated Values (based on nominal dimensions)
Nominal or ross Weight Weight Contents of Tube
Standard Outside Inside Wall Sectional of Tube Only, ofTube & Water, per linear ft
Size, inches Diameter Diameter Thickness Area of Bore, pountls pounds
s inches perlinearft perlinearft Cuft Gal
1'1< 1.375 1.295 040 1.32 .650 1.22 .00917 0686
1'!z 1.625 1.541 .042 1.87 .809 1.62 .0130 .0971
2 2.125 2.041 .042 3.27 1.07 2.48 .0227 .170
3 3.125 3.030 .045 7.21 1.69 4.81 .0501 .375
4 4.125 4.009 .058 11.6 2.87 7.88 .0806 .603
5 5.125 4.981 .072 19.5 4.43 12.9 .135 1.01
6 6.125 5.959 .083 27.9 6.10 18.2 .194 1.45
8 8.125 7.907 .109 49.1 10.6 31.8 .341 2.55
22
TABLE 7, Pressure Loss in �ittings and Valves Expressed as Equivalsnt Length af Tube, feet
Nnminal ` Fittings Valves
or Standard Ell ` 90° Tee Goupling
Standard' Side Straight
Size, in g0° 45°" Branch Run BaU Gate Btfly Check
3/a .5 - 1.5 - - - 1.5
'/2 1 .5 2 - - - 2
5!a 1.5 .5 2 - - - 2.5
3l� 2 .5 3 - - - 3
1 2.5 1 4.5 .5 - - 4.5
1'!� 3 1 5.5 .5 .5 .5 - - 5.5
1'!� 4 1.5 7 .5 .5 .5 - - 6.5
2 5.5 2 9 .5 .5 .5 .5 7.5 9
2'!z 7 2.5 12 .5 .5 - 1 10 11.5
3 9 3.5 15 1 1 - 1.5 15.5 14.5
3'/z 9 3.5 14 1 1 - 2 - 12.5
4 12.5 5 21 1 1 - 2 16 18.5
5 16 6 27 1.5 1.5 - 3 11.5 23.5
6 19 7 34 2 2 - 3.5 13.5 26.5
8 29 11 50 3 3 - 5 12 5 39
NOTES: Allowances are for streamlined soltlered fittings and recessed threaded fittings.
For threaded fittings, double the allowances shown in the table.
The equivalent lengths presented above are basetl upon a C factor of 150 in the Hazen-Williams
friction loss formula. The lengths shown are rounded to the nearest half foot.
32
FIGURE 5. Selectetl Pressure Fittings
OO
�O
FTG x M
Adapter
ADAPTERS
�
i0
FfGxF
Adapter
�
0 �O
C x M C x F
Adapter Adapter
ELBQWS
20
O
C x C
45° Elbow
0
�O
FTG x C
45° Elbow
CxC
Roll Stop
C x C
90° =1bow
FfGxC
90° Elbow
C x C
Staked Stop
COUPLINGS
�
OO
CxC
Union
� 30
OO
i0
C x C
No Stop
U
�
C x C x F
Tee
C x C x C
Tee
CxFTGxC
Tee
7
C.
OO
i0
C x C
Reducing
6ENERAL NOTES: (a) Fittings are designated by size in the order: 1x2x3 (b) Fitting designs and drawings are for illustration only.
36
FIGURE 6. [}imensions of Solder Joint Fitting Ends
�� K ��
Male End
I I
A F
11
� � ;I
Female End
WROUGHT FITTING ENDS'
i� K �i
I I
A F
11
I- � --=I
Male End CAST FITTING ENDS' Female End
Drawings and designs of fittings are for illustration only.
TABLE 9. Qimensions oi Solder Joint Ends #or Wroughi {W) antl Cast {C) Pressure Fittings, inches
Nominal Male End Female End For use with tube size
ar 4utside Diameter Length Inside Diameter Depth under under untler under
Standard A K F G ASTM ASTM ASTM ASTM
Fittin9s B 8$ B 280 B 819 B 837
Size,ln. Type Min. Max. Min. Min. Max. Min.
'/e W .248 .251 .38 .252 .256 .31 ` '/a ' '/a
Y4 C W .373 .376 .38 .377 .381 .31 '/< 3/a '/4 3/e
'/8 C W .497 .501 .44 .502 .506 .38 '/B '/z '/e '/z
'/� C W .622 .626 .56 .627 .631 .56 Y� 5/e Y2 5/fi
'le W .747 .751 .81 .752 .756 .75 5/B 3/< 5/A '/�
'/a C W .872 .876 .81 .877 .881 J5 '/4 '/s '/< '/a
1 C W 1.122 1.127 .97 1.128 1.132 .91 1 1'/B 1 1'/e
1'/4 C W 1.372 1.377 1.03 1.378 1.382 .97 1'/4 13/B 1'/a '
1'!� C W 1.621 1.627 1.16 1.628 1.633 1.09 1'/� 15/8 1'/Z "
2 C W 2.121 2.127 1.41 2.128 2.133 1.34 2 2'/8 2 '
2'/2 C W 2.621 2.627 1.53 2.628 2.633 1.47 2'/� 25/8 2'/2 '
3 C W 3.121 3.127 1.72 3.128 3.133 1.66 3 3'/g 3 '
3'/z C W 3.621 3.627 1.97 3.628 3.633 1.91 3'/Z 35/B 3'/� '
4 C W 4.121 4.127 2.22 4.128 4.133 2.16 4 4'/8 4 '
5 C W 5.121 5.127 2.72 5.128 5.133 2.66 5 ` 5 '
6 C W 6.121 6.127 3.22 6.128 6.133 3.09 6 '' 6 "
8 C W 8.119 8.127 4.09 8.128 8.133 3.97 8 " 8 `
10 C 10.119 10.i27 4.12 10.128 10.133 4.00 10 ' ` *
12 C 12.119 12.127 4.62 12.128 12.133 4.50 12 ' ' `
� Copper tube under this standard is not commercially available.
37
{ �
FC 0/�
514
OFFSET
C.P.V.C. - STEEL - COPPER
HANGER
SIZE - 3/4" thru 2"pipe.
MATERIAL - Carbon Steel.
FINISH - Mil. Galvanized..
LISTINGS -
c u� us EX 4231, EX 2551
PATENT - No. 6,648,278.
FUNCTION - Use on C.P.V.C., Copper or Steel pipe.
Hanger and restrainer on top, bottom or side position.
INSTALLATION - Per N.F.P.A 13, 13R and 13D on
top, bottom or side of beam. Space by pipe type.
On 3/8" wood web use #906 backing nuts. - see drawing.
Snap over pipe then squeeze strap back aliowing pipe to slide freely.
On copper - insulate pipe.
FASTENERS - UL Listed per NFPA 13
in WOOD:
CPVC pipe -#905 screw- no pre-drill.
Copper pipe -#905 screw- no pre-drill.
Steel pipe - 1/4"xl ]/2" lag screw - no pre-drill.
in STEEL:
CPVC pipe - 1/4" or #14 Tek Screw.
Copper pipe - l/4" or #14 Tek Screw.
Steel pipe - l/4" or #14 Tek Screw.
FEATURES
* 1 1/2" Offset.
* 3/4" and 1" pipe size have common center-line.
* Leg design produces superior strength.
* Offset edge eliminates abrasion.
* Required AFCON #905 screw has 5/16" hex head - included
ORDERING - Part # and pipe size.
t1FCON #906 sold separately.
_ < [`��:��'°�
OS/03
__ 1`����
_:�:� �.�,.a�wt�c�
�f3RL�+1s �A. ��[t9)7'37�a59St
� Fig. 200
O �O "Trimline" Adjustable Band Hanger
Size Range —1/2 thru 8 inch pipe.
Material — Carbon Steel, Mil. Galvanized to G-90
specifications.
Function — For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features
•(1/2 thru 2 inch) 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.
•(2-1/2 thru 8 inch) Spring tension on nut holds it
securely in hanger before installation. Adjusting nut is
easily removed.
Approvals— Underwriters' Laboratories Listed (1/2"
thru 8") in the U.S. (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 materials
order Tolco Fig. 200WON.
Order By— Figure number and pipe size.
Y /
� 2 1/2 THRU 8 INCH PIPE
PIPE ROD SIZE MAX. REC. APPROX.
SIZE INCH METRIC" A B LOAD LBS. VYT./100
1/2 3/8 8mm or 10mm 3-1/8 2-5/8 400 11
3/4. 3/8 8mm or 10mm 3-1/8 2-1/2 400 11
1"` 3/8 8mm or 10mm 3-3/8 2-5/8 400 12
1-1/4 3/8 8mm or 10mm 3-3/4 2-7/8 400 13
1-1/2 3/8 8mm or 10mm 3-7/8 2-7/8 400 14
2 3/8 8mm or 10mm 4-1/2 3 400 15
2-1/2 3/8 10mm 5-5/8 4-1/8 600 27
3 3/8 10mm 5-7/8 4 600 29
3-1/2 3!8 10mm 7-3/8 5-1/4 600 34
4 3/8 10mm 7-3l8 5 1000 35
5 1!2 12mm 9-1/8 6-1/4 1250 66
6 1/2 12mm 10-1/8 6-3/4 1250 73
8 1/2 12mm 13-1/8 8-3/4 1250 136
"Order Fiq. 200M
5/24/2007 -89_
_ �`�L�� _
_�:� n.���r�+�cc-�
�pFt� t�A. t�[t�)T37-�58ii
Fig. 98
Rod Stiffener
Size Rang�Secures 3/8 thru 7/8 inch hanger rod.
Material — Carbon Steel.
Function—Secures channel to hanger rod for
vertical seismic bracing.
Finisi�Electro Galvanized.
Order B}�Figure number.
Not�Available in HDG finish or Stainless Steel
materials.
�.,.>.. � ,
. , ��� . , .� :�� ._ r. . ��ti .... _�� .�-.�. �
Fig. 99
All Thread Rod Cut To Length
Size Range-3/8 thru 7/8 inch rod in 1
inch increments.
Material — Carbon Steel.
Maximum Temperature-750°F.
Finish— Plain.
Order By�Figure number, rod
diameter, rod length, and finish.
Note—Available in Electro-Galvanized
and HDG finish or Stainless Steel
materials.
;
� =;
,F: ,
F.::i .
;� ":>
�
�—�
�, �:
;'�h-
`�� � i
��`: �
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
Size Rang�3/8 thru 7/8 inch rod
in 10 foot lengths.
Material — Carbon Steel.
Maximum Temperature-750°F.
Finish— Plain.
Order By�—Figure number, rod
diameter, and finish.
Note—Available in Electro-
Galvanized and HDG finish or
Stainless Steel materials.
Fig. 100
All Thread Rod Full Lengths
ROD MAX. REC. LOAD LBS. APPROX.
SIZE FOR SERVICE TEMPS WEIGHT
650°F 750°F PER 100FT.
1 /4 240 215 12
3/8 610 540 .29
1130 1010 53
1810 1610 84
2710 2420 123
3770 3360 169
4960 4420 222
8000 7140 360
11630 10370 510
siznizooi —71—
W�0 � — Sammys
Use #14 Nut Dri�er (Item #100)
Approvals Item # Model
10 GST.75
r�rn 11 GST 1 O
UL•FMd�PA j2 GSTiO
UL•r�PA * 2� GST 2S-3HO
UL•FM•NFPA ]3 GST30
�pA 403 CST 40
NFPA 14 �'�'(0
#14SW
(Item #101-red)
Sidewinders &
Sammys 7/2" rod
#14
(Item #100-black)
Samrtrys 1/4", 3!8" rod
Shk Lgth Shk Dia � Test UL Test 111JF1V1 Actual Pullout Box Qty
Load, lb. Load Ib. Pi Size
3/4 ��4 5641t - 6 Ply ]00
1 ��4 210#-7l16OSB �00
670# - 3/4" Ply
2 1/4 940# 850# 3/4-2 1/2 1760# - Fir 100
2 j/2 3/8 1500# 4 2113# - Fir 50
3 1/4 1475# 1500tt 3/4-4 2060# - Fir 100
4 1/4 2180# - Fir 50
( 1/4 2230# - Fir 50
<
Double SheeVock Ceiling
y wooa Joist
Minimum 2" imbedment into base
material for NFPA 73 compliance
TJI Joist / Truss
Consult truss manufacturer for
recommended installation point
*Pre-drilling may be required
for items #27 and #06.
Tools available on page 9.
For vertical use.
InsUll in center
of lowerface.
Notlessthan
2" nominal widih
(��
� �
� �/
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:�`�',�,r�
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-�,�-
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m
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yp Y m
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v
Pag e 4 '� �• �ti9�te: Sriews must be insta!/ed with appropriafe nut driver ro cnmply wif/� warronly
� WO�� —Sidewinders
Use #14SW Nut Driver
Approvals Item #
l8
;:,,UL�NFPA I9
UL•NFPA � 2f I
25
(Item #101)
Model
SWG 10
SWG20
SWG 25-380
SWG30
�
4.,
#14SW
(Item #101-red)
Sidewinders 8
Sammys 112" rod
Shk Lgth Shk Dia �'Test IJIIFM Actual BoXQty Weight �
Loadlb. Pi Size Shear/Pullout (per l00)
] t/4 lo0 6.00
2 1/4 1250# 3 1725# - Fir 100 7.00
2 j/2 3/8 1500# 4 2249# - Fir 50 ]0.25
3 �/a 50 8.50
FloorJoist �-
TJI Joist / Truss
Consulttruss manufacturerfor
recommended installation point
*Pre-drilling may be required
for item #26.
Tools availab/e on page 9.
Minimum 2 1/2" from bottom for
branch lines. Minimum 3" from
bottom for main lines. Exception:
This requirement shall not appty to
2" w thicker nailing sUips resdng
S H E ET RO C K— Togg le �topofsteelbeams.
Not less than 2" nominal width (1 1/2") up
to 31/2" pipe; not less than 3" nominal
width 4" & 5" pipe
�
#14
(Item #100-black)
Sammys 1!4", 3/8" rod
A Prestressed Concrete
Nnte: Screws must be instal/ed wilh apprnpriole nut driver to aimp/y with warranry Pag e 5
0
-WILKINS
A 3I� COMPANY
FEATURES
Sizes: ❑ 3/4" ❑ 1" ❑ 1'/a" ❑ 1�h" O 2"
Maximum working water pressure 175 PSI
Maximum working water temperature 180°F
Hydrostatic test pressure 350 PSI
End connections Threaded ANSI 61.20.1
OPTIONS
(Suffixes can be combined)
❑ - with full port QT ball valves (standard)
0 L- less ball valves
❑ U- with union ball valves
❑ MS - with integral relief valve monitor switch
❑ P- for reclaimed water systems
❑ S- with bronze "Y" type strainer
❑ BMS - with battery operated monitor switch
❑ FDC - with fire hydrant connection; 2" only
❑ TCU - with test cocks up
❑ V- with union swivel elbows
❑ SE - with street elbows
❑ RV - with test cocks supplied on the opposite side
0 FT - with integral male 45° flare SAE test fitting
ACCESSORIES
❑ Air gap (Model AG)
❑ Repair kit (rubber only)
❑ Thermal expansion tank (Model WXTP)
❑ Soft seated check valve (Model 40)
❑ Shock arrester (Model 1250)
DIMENSIONS & WEIGHTS (do not include pkg.)
SPECIFICATION SUBMITTAL SHEET
Model 975XL
Reduced Pressure Principle Assembly
APPLICATION
Designed for installation on potable water lines to protect
against both backsiphonage and backpressure of contami-
nated water into the potable water supply. Assembly shall
provide protection where a potential health hazard exists.
STANDARDS COMPLIANCE
❑ ASSEO Listed 1013
❑ IAPMOO Listed
❑ ULO Classified (less shut-off valves orwith OS&Y valves)
❑ C-UL� Classified
❑ CSAO Certified
❑ AWWA Compliant
❑ Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southem Califomia
MATERIALS
Main valve body Cast Bronze ASTM B 584
Access covers Cast Bronze ASTM B 584
Fasteners Stainless Steel, 300 Series
Elastomers Silicone (FDA Approved)
Buna Nitrile (FDA Approved)
Polymers NorylT'", NSF Listed
Springs Stainless steel, 300 series
�
E
� O
0 0
F o � o
0 0
D C
�-A
G
Page 1 of 2 oocuME BF 975XL(LG) R 1/01
e
0
�
a 20
ui
� 15
�
0
W 10
�
�
�
W 50
�
a
FLOW CHARACTERISTICS
Mode1975XL 3/4" & 1" (STANDARD)
a150
s
� 120
0
W 90
�
�
� 60
W
a 30
0
20 40 60
FLOW RATES (GPM)
Model 975XL 20mm & 25mm (METRIC)
� 20
1• a
vi
� 15
�
0
W 10
Q
�
�
`� 5
w
¢ 0
a
80
1 2 3
FLOW RATE (Us)
Modef 975XL 1�/a", 1'/s" & 2° (STANDARD)
50 100 150 200 250
FLOW RATES (GPM)
Model 975XL 32mm, 40mm & 50mm (METRIC)
a� 50 32mm 40mm 50mm
Y
� 120
0
W 90
�
�
� 60
W
a 30
4 5 0 3 6 9 12 15
O Rated Flow FLOW RATE (I/s)
(Established by approval agencies)
TYPICAL INSTALLATION
Local codes shall govern installation requirements. To be
installed in accordance with the manufacturers' instructions
and the latest edition of the Uniform Plumbing Code. Un-
less otherwise specified, the assembly shall be mounted at
a minimum of 12" (305mm) and a maximum of 30" (762mm)
above adequate drains with sufficient side clearance for test-
ing and maintenance.The installation shall be made so that
no part of the unit can be submerged.
CENTRAL
STATION
ALARM
PANEL
BATTERV
MONITOR
SWITCH
AIR GAP
FITTING
,o ° ° ° ' �
�
FLOOR �
12' MIN.
30' MAX.
FLOOR DRAIN J
DIRECTION OF FLOW �
INDOOR INSTALLATION
(Shown w/op[ional BMS)
Capacity thru Schedule 40 Pipe
Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec
1/8" 1 1 2 3
1/4" 2 2 3 5
3/8" 3 4 6 9
1/2" 5 7 9 14
3/4" 8 12 17 25
1" 13 20 27 40
1 1/4" 23 35 47 70
1 1/2" 32 48 63 95
2" 52 78 105 167
OPTIONAL
WATER METER
PROTECTIVE
ENCLOSURE
1Y�
30" 1�
AIR GAP
DRAIN
DIRECTION OF FLOW �
INLET SHUT-OFF
OUTDOOR INSTALLATION
SPECIFICATIONS
The Reduced Pressure Principle Backflow Preventer shall be ASSEO Listed 1013, rated to 180°F and supplied with
full port ball valves.The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal
polymers shall be NSFO Listed NorylT"' and the seat disc elastomers shall be silicone. The first and second checks
shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed
indoors, the installation shall be supplied with an air gap adapter and integral monitor switch.The Reduced Pressure
Principle Backflow Preventer shall be a WILKINS Model 975XL.
Page 2 of 2
WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292
Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zum.com
: � � � ; .� � . , �
FEATURES
Sizes: 0 1/2" ❑ 3/4" ❑ 1" ❑ 1 1/4"
❑ 1 1/2" D 2" ❑ 2 1/2" ❑ 3"
Maximum working water pressure 300 psi
Maximum working water temperature 180° F
Reduced pressure range 25 psi to 75 psi
Factory preset (fieldset 21/2" & 3") 50 psi
Threaded connections (FNPT) ANSI 61.20.1
Copperconnections (FC) ANSI B 16.22
Maximum hotwatertemperature 180°F C� 100 psi
Cold water rated temperature 73.4°F C 400 psi
OPTIONS (Suffixes can be combined)
❑ - standard with single union FNPT inlet x FNPT
outlet (1/2" thru 2") and less union (21/2" & 3")
❑ C- copper sweat connection (1 /2" thru 2")
❑ HR - 75 psi to 125 psi spring range, factory set
at 85 psi (fieldset 2 1/2" & 3")
❑ HLR - 10 psi to 125 psi spring range, factory set
at 50 psi
❑ HT - 210°F inaximum temp
❑ L- less integral by-pass check valve (3/4"-2")
❑ LPV - 210°F inaximum temp with 10 psi to 35 psi
spring range, factory set at 20 psi
0 LPC - 180°F inaximum temp with 10 psi to 35 psi
spring range, factory set at 20 psi
❑ SC - sealed cage bell housing and stainless steel
adjustment screw
❑ SW - made for salt water service
0 YSBR - with bronze "Y" strainer on inlet
❑ 510 - 400 psi inlet rating and 75 psi to 125 psi
spring range, factory set at 85 psi
(fieldset 21 /2" & 3")
❑ P- tapped and plugged for gauge
❑ CPVC - CPVC tailpiece connection (3/4"-1 ")
ACCESSORIES
❑ Repair kit (rubber only)
DIMENSIONS & WEIGHTS (do not include p
SIZE I CONNECTIONS 1 A
in. mm in. mm in.
1/2 15 SINGLE UNION 4 1/2 108 6
3/4 20 SINGLE UNION 4 5/8 118 6
1 25 SINGLE UNION 5 1/8 130 6 7/8
1 1/4 32 SINGLE UNION 6 5/16 160 7 1/4
1 1/2 40 SINGLE UNION 8 5/16 211 10
2 50 SINGLE UNION 9 1/2 241 10 3/4
2 1/2 65 LESS UNION 10 254 14 1/2
3 80 LESS UNION 11 1/8 283 16
APPLICATION
Designed for installation on potable water lines to reduce
high inlet pressure to a lower outlet pressure. The high flow
capacity makes this device most suitable for industrial wa-
ter lines and commercial irrigation systems. The direct act-
ing integral by-pass design prevents buildup of excessive
system pressure caused by thermal expansion. The bal-
anced piston design enables the regulator to react in a
smooth and responsive mannerto changes in system flow
demand, while at the same time, providing protection from
inlet pressure changes.
STANDARDS COMPLIANCE
• ASSEO Listed 1003 (1/2" thru 2 1/2" )
• IAPMOO Listed (1/2" thru 3" )
• City of Los Angeles Approved (1/2" thru 3" )
• CSAO Certified (1 /2" thru 2")
MATERIALS
Main valve body Cast bronze ASTM B 584
Access covers Cast bronze ASTM B 584
Brass ASTM B 16
Fasteners Stainless steel, 300 series
Stem & plunger Cast bronze ASTM B 584
Brass ASTM B 16
Elastomers Buna Nitrile (FDA approved)
EPDM (FDA approved)
Cap gaskets Natural vulcanized fibre
Acetal (DelrinT"^ 500), NSF Listed
Springs Oil tempered wire, ASTM A 229
Seat Stainless steel, 300 series
mm
152
152
175
184
254
273
368
406
in.
1 5/8
1 1/8
1 5/8
1 3/4
1 7/8
2 1/8
3
3 1/2
D
R
� �
17 � WILKINS
�500�
c _�A
�� � WEIGHT
mm
41
29
41
45
48
54
76
89
in.
2 3/4
2 3/4
3 5/16
4
5
6 1!2
8
8
mm
70
70
102
127
165
203
203
Ibs. kg.
3 1.5
4 2.0
6 3.0
7 3.0
14 6.5
20 9.0
28 12.5
44 20.0
�
�
a
�
�
0
J
J
Q
LL
20
15
10
5
K�.�
FLOW CHARACTERISTICS
MODEL 500 1/2" THRU 3" (STANDARD & METRIC)
FLOW RATES (I/s)
6.3 9.5 12.6
15.8
18.9
138
104 a
Y
69 �
0
35 Q
LL
0
0 50 100 150 200 250 300
FLOW RATES (GPM)
TYPICAL INSTALLATION
Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted in
accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. The assembly
shall be installed with sufficient side clearance for testing and maintenance. The Model 500 may be installed in any
position. If installed in a pit or vault, specify the "SC" sealed cage option. Multiple installations are recommend for
wide demand variations or where the desired pressure reduction is more than 4 to 1(i.e.: 200 psi inlet reduced to 50
psi outlet). CAUTION: Anytime a reducing valve is adjusted, a pressure gauge must be used downstream to verify
correct pressure setting. Do not bottom adjustment bolt on bell housing.
MODEL 975XL
RPZ BACKFLOW PREVENTER
�
�
� II
�
�
� _
MODELDUI
DIELECTRIC UNION
� -
�
PflOTECTIVE �
ENCLOSURE
I II �
i p - I
- OPTIONALPRESSURE
� GAUGE
�
�
12' MIN. - I
30' MAX. - i
DIRECTION OF FLOW �
TYPICAL INSTALLATION
SPECIFICATIONS
OPTIONALPRESSUPE
GAUGE
MODEI
SHUT-0FF V�
VERTICAL INSTALLATION
MODEL 500 TO HANDLE LOW
MODEL 500FC TO HAN�LE DIRECTION OF FLOW �
HIGH DEMANDS (SET @ 55 PSI)
BATTERY INSTALLATION
The Pressure Reducing Valve shall consist of a bronze body and bell housing, a separate access cover for the plunger
and a bolt to adjust the downstream pressure. The bronze bell housing and access cap shatl be threaded to the body
and shall not require the use of ferrous screws. The assembly shall be of the balanced piston design and shall reduce
pressure in both flow and no-flow conditions. The assembly shall be accessible for maintenance without having to
remove the body from the line. The Pressure Reducing Valve shall be a WILKINS Model 500.
Page 2 of 2
WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292
� Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com
M4DEL 1000
❑ The AGF Manufacturing inc. Model 1000 TESTANDRAIN Provides Both The Test
Function And The Express Drain Function For A Wet Fire Sprinkler System.
❑ The Model 1000 Complies With All Requirements Of NFPA-13, NFPA-13R,
And NFPA-13D.
❑ The Model 1000 TESTANDRAIN Is A Single Handle Bal) Valve That Is Light Weight And
Compact, Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight
Glasses, And Is 300 PSI Rated.
� Available In A Full Range Of Sizes From 3/4" To 2" NPT & BSPT, With All Specifiable
Orifice Sizes 3/8", 7/16",1 /2", 17/32", 5/8" (ELO), & 3/4" (ESFR).
❑ The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For
A Pressure Gauge.
❑ Locking Kit Available Which Provides Superior Vandal Resistance And Prevents
Unintentional Alarm Activation.
, oioo
G��vc Ouvis;tus AUt�C'40
Gre on the Internet `r�1`��
at
- . . . . '�
0
�L FM
MODEL 1000 300 PSI
' , -
� '
�
3/4n � n
PI AN VIFiN
FRONT VIEW/H4RIZONTAL INSTALLATION
� E -►
� � n
F
~- H � � - �
TO DRAIN 1 pO
I
G
1 �
ORIFICE SIZE
AVAILABLE - a/8, 7/16, 1/2, 17/32, ELO(5/8)', ESFR(3/4)'
DIMENSIONS - INCHES
1 1/4" 1 1/2" 2"
FRONT VIEW/VERTICAL INSTALLATION
1 FROM BRANCH
�
�
STREET EL
GAUGE INLET
PROVIDED
� TO DRAIN
� , �
STREEf EL /� i
OR PIPE i
I
���1
TO DRAIN 1
RIGHT HAND/STRAiGHT INSTALLATION
APPROVALS:
J UL and ULC Listed
> FM Approved except 3/4"
� NYC-BSA N0. 720-87-SM
J CA. State Fire Marshall
SIZE A B C D E F G H
3�4,.. 5'�,6' 1'�i' 2 3�,s' 3 S�a' 3 3js' 1 13�,s" 4 9j,s, 6 3�Bn
128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm
��� 5'i,s' 1'�i' 2 3i,s" 3 Sis' 3 3i$' � �3�1fi� 4 9�,s" 6 3�s"
728mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm
� 1�4 � 5'�,s' 1"its" 2 9i,s' 4'ia' 3 Si,s' 1'Si,s� 5 yiis, 5,iZ�
137.70mm 42.70mm 65.36mm 708.36mm 82.84mm 50.89mm 141.39mm 192.28mm
1 �� �� 6'�,s' 1 13j�s" 3'�a" 5'��s� 3��8� 2 5j8� 8,�4� �� ��8,
2 163.38mm 45.SOmm 81.SOmm 127mm 99.78mm 66.97mm 206.63mm 273.60mm
2�� 6��1fi' 1 13�'IS" 3��a" 5��ls � 3��$ � 2 5�$ � p ��4 � 1 � ��$ �
0
163.38mm 45.SOmm 81.SOmm 127mm 99.18mm 66.97mm 206.63mm 273.60mm
`Available on 1 1/4" to 2" size units only. "3/4" UL Listed oniy.
UL LISTING EX4019
AGF MANUfACTURING INC.
100 Quaker Lane
Malvem, PA 19355 USA
Telephone: (610) 240-4900
Fax:(610)240-4906
www.testandrain.com
� ,.--
_�_,�.��...�
.�
MADE IN U.S.A.
MATERIAL LIST
PART: MATERIAL:
HANDLE STEEL
STEM ROD BRASS
BALL C.P. BRONZE
BODY BRONZE
VALVE SEAT IMPREGNATED TEFLON
INDICATOR PLATE STEEL
HANDLE LOCK SPRING STEEL
JOB NAME: _
ARCHITECT: _
ENGINEER: _
CONTRACTOR:
. .
AMERICAN VALVE
�s
P.O. Box 35229
Greensboro, NC 27425
1-800-645-0101
or (336) 668-0554
fax: 1-800-876-0109
or (336) 668-4070
Figure: M100
100% Fuli Opening
Threaded Ends
Teflon Seats
Teflon Packing
Rating:
200 psi WSP
600 psi WOG
AMER/CAN VALVE OVERSEAS
BRONZE BA L L VA LVES
AMERICAN GAS ASSOCIATION
��,�r��s��,,�.
IA�O y
0
�` rouwoeo iax fF.+<
0
��� 8 MEGNN'���P
,�:.� j
n: a
�;
Available With:
Locking Lever
Extension Stem
Wing Handle
Memory Stop
Dimensions:
�
CANADIAN GAS ASSOCIATION
0
C lJS
�, .� ._._..,...,
� �
�
C �._.."_'
T.._..........._...
�. � . J
�
OL
���.
— p , .____ �
Meets ANSI/NSF 61 Section 8(1998)
and
California Proposition 65
1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
A EndtoEnd 1 13/16 1 13/16 2 1/4 2 5/8 3 3 5/8 4 1/16 4 13/16 6 7 1/16 8 1/8
B Center of Port 1 5/8 1 5/8 1 1/2 2 1/4 2 2 9/i6 3 1/8 3 7/16 4 9/16 5 3/16 5 5/8
to Top
C Overall Height 2 2 2 1/2 3 3 1/2 3 3/4 4 1/2 5 6 3/4 7 3/4 9
p Center of Valve to 3 1/8 3 1/8 3 9/16 3 9/16 4 15/16 4 15/16 5 1/2 5 1/2 7 7/8 11 11
End of Handle
E Port Opening 3/8 3/8 9/16 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Weight Ibs. .61 .61 .61 .77 1.38 1.89 2.97 424 7.37 12.14 18.57
Approx.CV 12 12 20 42 78 132 207 346 470 590 670
0
� . �
AMERICAN VALVE
�T
P.O. Box 35229
Greensboro, NC 27425
1-800-645-0101
or (336) 668-0554
fax:1-800-876-0109
or (336) 668-4070
Figure: M200
Threaded Ends
Standard Port
Teflon Seats
Teflon Packing
Figure: M200S
Sweat Ends
Standard Port
Teflon Seats
Teflon Packing
Rating:
150 psi WSP
400 psi WOG
Dimensions:
AMER/CAN VALVE OVERSEAS
BRA SS BA L L VA LVES
����
nt�,»
.
r. ._... _ � _.�
��___l ...
Available With:
Locking Lever
Extension Stem
Wing Handle
Memory Stop
'p�
M
�t �� II �i��I�i
,M �`��� I������i�t o
��
,�—__—__ ;Al '
�
�` 0
1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
A End to End 1 7/16 1 9/16 1 3/4 2 2 7/16 2 13/16 3 1/4 3 3/4 11�16 17/32 6 1/4
A1 End to End 1 5/8 1 7/8 2 1/2 3 3 7/i6 4 1/8 5 1/16 5 7/8 t5/16 7 9/16
B Center of Port � 1/2 1 5/8 1 1/2 2 1/8 2 1/8 2 1/2 2 3/4 3 1/4 3 1/4 4 3/8 5 1/2
to Top
B1 QeToeAr of Port 1 15/32 1 7/16 2 1/16 2 3/16 2 1/2 2 11/16 3 1/4 3 3/4 t5/16 4 3/16
C Overall Height 1 7/8 2 1/8 2 1/19 2 13/16 2 15/16 3 7/16 3 7/8 4 5/8 5 6 5/8 7 3/4
p Center of Valve to 3 1/4 3 1/4 3 1/4 3 3/4 3 3/4 5 5 5 5/8 5 5/8 8 11
End of Handle
E Port Opening 5/16 3/8 13/32 19/32 25/32 31/32 1 1/4 1 19/32 2 2 9/16 3 1/8
Weight Ibs. Thd. .24 .27 31 .54 80 1.21 1.82 2.80 4.82 7.54 12.72
Weight Ibs. Swt. .27 .28 .54 77 1.26 1.80 2.70 4.82 7.50 12.70
Approx. CV 10 10 12 25 42 78 132 207 346 484 639
Swing Check
Va I ve,
Full Floating
Clapper Assembly
Description
The bronze swing check valve
features a full floating clapper
assembly that provides for a
positive seal each time the
valve is cycled. This feature
improves the swing check
valves ability to "clear" any
debris that may be present in
the water supply. The re-
cessed access cap design
eliminates unnessessary
material, keeping the overall
cost of the valve low. The seat
material is NBR which pro-
vides for a positive seal even
under light residual pres-
sures. Note: This valve is not
intended to be user service-
able. The recessed cap does
not provide access to any
sevicable components.
Installation
The female by female swing
check valve should be in-
stalled in accordance with
commonly used installation
practices for the fire sprinkler
industry. Proper seal of the
threads can be accomplished
by applying a liberal amount
of PTFE based thread seal-
ant such as PipeFit Thread
Sealant Paste or PTFE Tape.
Make sure to tighten the valve
no more than 1-2 revolutions
past initial thread contact of
the male and female threads.
Refer to service instruc-
tions on page 2 for clap-
per/seat replacement.
WARNING
DO NOT OVER TIGHTEN.
Over tightening may
caused the valve body to
crack and leak.
�01999-2000 Fire Protection Products, Inc.
Specs
Valve Body:
Cast Bronze
(85-5-5-5)
Clapper Assembly:
Forged Brass
Seat:
NBR (Chloramine
Resistant)
Sizes:
1/2" IPS- 2" IPS
Female by female
Rated Pressure:
175 Psi
For questions:
800 344-1822
800 344-3775 fax
http://www.fppi.com
Service Instructions for swing check valve with full floatina cla�per assemblx
The swing check valve has been designed with a serviceable clapper assembly that can be serviced with the
valve left in place. Service would only be required in the event of seat failure or an obstruction caused by the
introduction of foreign material in the water way.
To service the FPPI Swing Check Valve with Full Clapper Assemply, shut off the water supply at its' source.
Drain water from the system. As a safety precaution, it is recommended that the control valve for the water
supply be marked so as to notify all personnell that the system is being serviced and that the water has been
shut-off until repairs have been completed.
Once the system is drained, it is safe to remove the access cap from the swing check valve with an adjustable
wrench. Use appropriate care when removing the cap as to not cause damage to the access cap or the valve
body.Once the cap has been removed the clapper assembly will be in plain view. Simply lift the clapper
assemply from is resting place. Before installing the replacement clapper assembly, visually inspect the
machined seat surface of the valve to make sure that is clean and free of any foreign materials and that the
water ways at each end of the valve are clear of obstruction. To install the replacement clapper assembly,
reinsert the new assembly in the same fashion that the origianal was removed. Make sure the replacement
clapper assembly is properly seated and swings freely. Replace access cap. Tighten the access cap until fully
seated. It is recommended that a small amount of thread sealant such as PipeFit Thread Sealant with PTFE is
used on the threads of the access cap. To assure future serviceability do not use anaoerbic or hardening thread
sealants.
Visually inspect the area to make sure that all removed parts can be accounted for and the access cap has
been reinstalled correctly. The system can now be placed back into service by opening the valve that controls
the flow of water to the system.
After the system has been pressurized, visually reinspect the check valve to make sure there are no apparent
leaks. Notify appropriate personnel that the system is back in service.
For questions or additional information contact Fire Protection Products, Inc at 1 800 344-1822 or your nearest
distributor.
FOR SMALL PIPE �`�����
P PO�� VANE TYPE WATERFLOW
R The Symbo/ of Protection ALARM SWITCH WITH RETARD
UL, ULC, CSFM Listed and NYMEA Accepted, CE Marked
Service Pressure: Up to 250 PSI (17,2 BAR)
Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM)
w_��
�
Stock No.1113000
U.S. Pat. No. 3921989, Canadian Pat. No. 1009680
Other Patents Pending
Maximum Surge: 18 FPS (5,5 m/s)
Enclosure: Die-cast, red enamel finish
Cover held in place with tamper resistant screws
Contact Ratings: Two sets of SPDT (Form C)
15.0 Amps at 125/250 VAC
2.0 Amps at 30 VDC
Conduit Entrances: Two knockouts provided for 1/2" conduit.
Usage: Listed plastic, copper and schedule 40 iron pipe.
Fits pipe sizes - 1" (25mm), 1 1/4" (32mm), 1 1/2"
(38mm) and 2" (50mm)
Note: 12 paddles are furnished with each unit, one for
each pipe size of threaded and sweat TEE, one for 1"
(25mm) CPVC, one for 1" (25mm) CPVC (Central),
one for 1 1!2" (38mm) polybutylene and one for 1 1/2"
(38mm) threaded (Japan).
(CTS-Copper tubing size)
Environmental Specifications:
• Suitable for indoor or outdoor use with factory installed
gasket and die-cast housing.
• NEMA 4/IP55 rated enclosure - use with appropriate conduit
fitting.
• Temperature range: 40° F to 120° F, 4,5° C to 49° C)
Caution: This device is not intended for applications in
explosive environments.
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-13R '
National Fire Alarm Code NFPA-72
Optional: Cover Tamper Switch Kit, Stock No. 0090018
The Model VSR-SF is a vane type waterflow switch for use on wet Screw the device into the TEE fitting as shown in Fig. 2. Care
sprinkler systems that use 1" (25mm), 1 1/4" (32mm), 1 1/2" must be taken to properly orient the device for the direction of
(38mm) or 2" (50mm) pipe size. The unit may also be used as waterflow.
a sectional waterflow detector on large systems.
The unit contains two single pole double throw snap action
switches and an adjustable, instantly recycling pneumatic re-
tard. The switches are actuated when a flow of 8-10 gallons per
minute (30-38 LPM) or more occurs downstream of the device.
The flow condition must exist for a period of time necessary to
overcome the selected retard period.
INSTALLATION: These devices may be mounted in horizontal
or vertical pipe. On horizontal pipe they should be installed on
the top side of the pipe where they will be accessible. The units
should not be installed within 6" (15cm) of a valve, drain or fitting
which changes the direction of the waterflow. Select the proper
paddle for the pipe size and type of TEE used see Fig. 1 for
instructions on changing paddle. The unit has a 1" NPT bushing
forthreadingintoanon-corrosiveTEE. SeeFig.2forproperTEE
size, type and installation. Use no more than three wraps of
teflon tape.
The vane must not rub the inside of the TEE or bind in any way.
The stem should move freely when operated by hand.
The device can also be used in copper or plastic pipe installa-
tions with the proper adapters so that the specified TEE fitting
may be installed on the pipe run.
INSPECTION AND TESTING: Check the operation of the unit by
opening the inspector's test valve at the end of the sprinkler line
or the drain and test connection, if an inspector's test valve is not
provided.
If there are no provisions for testing the operation of the flow
detection device on the system, application of the VSR-SF is not
recommended or advisable
The frequency of the inspection and testing and its associated
protective monitoring system should be in accordance with the
applicable NFPA Codes and Standards and/or authority having
jurisdiction (manufacturer recommends quarterly or more fre-
quently).
Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com
PRINTED IN USA MKT. #8800003 - REV AA PAGE 1 OF 2
MFG. #5400802 - 11/02
FOR SMALL PIPE ��� `��
P PO�� VANE TYPE WATERFLOW
� The Symbol of Protection ALARM SWITCH WITH RETARD
FIG. 1
Retard Adjustment:
To change time, turn knob
(either direction) for desired
time delay. Use the minimum
amount of retard necessary to
prevent false alarms. A "B"
setting is usually adequate for
this. Factory set at "B".
�
DIRECTION OF
WATER FLOW
�
DWG. %737-31
Important:
There are 12 paddles fur-
nished with each unit. One for
each size of threaded, sweat or
plastic TEE as described in
Fig. 2. These paddles have
raised lettering that shows the
pipe size and type of TEE that
they are to be used with. The
proper paddle must be used.
The paddle must be properly
attached (see drawing) and
the screw that holds the pad-
dle must be securely tight-
ened.
DO NOT LEAVE COVER
OFF fOR EXtENDED
PER100 OF TIME
0
uourn so
ARROw ON
BUSHING
Parrrs iN
DIRWA ERFLOW M1/�
1' NPT
THREADED
FfITING oN
nu s�zcs °
RUN OF THE
TEE IMY BE
THREAp[p OR
5wEp7 ttPE
i
D�RECTtON 0� \ /
WATERFLOW � /
co�+.
Shownwith optional
Cover Tamper Switch
Kit.
owc. /eoz-ao
cnunorr:
TO PREVEM LEAKAGE APRY 7EFLON TAPE SEALANT
TO AIALE THREADS ONLY, pp NOT USE ANY OTHER
71'PE OF LUBRICANT OR SEAUHT.
APPRO%. RE7ARD SE7TING5 (IN SEC.)
0 A B C D E
0 10-25 20-a0 35-56 50-70 60-90
FIG. 2
FLOW I
—� ��4�3m � APPROX.
�
I I
DEP7H / I
_1___
Screw the device into the tee fitting as shown. Care must be taken to
properly orient the device for the direction of waterflow. On sweat tees, no
threaded bushings, inserts, or adapters are permitted, unless they comply
with the dimensions listed in the chart below.
Important - The depth to the inside bottom of the tee should have the
following dimensions:
APPROXIMATE DEPTH REQUIREMENT
TEE SIZE THREADED SWEAT CTS, POLYBUTYLENE CPVC
1' x 1' x t' 2 1/16" 7 3/a' N/A 2 7/16'
1 1/4" z t 1/4' x t" 2 7/16� 2 7/16" N/A N/A
i i/z" x i i/z' . i' z ii/is" z i/a' z 1/2� N/A
2" x 2" xt" 3 3/16" 2 3/4" N/A N/A
DWG_ /735-33
Warning: Do not use more than three wraps of teflon tape.
SWITCHTERMINALCONNECTIONSCLAMPING PLATETERMINAL
FIG. 3
�
�'��
d"
V"� 7WG. /923-3
CAUTION:
An uninsulated section of a single conductor should not be looped around
the terminal and serve as two separate connections. The wire must be
severed, thereby providing supervision of the connection in the event that
the wire becomes dislodged from under the terminal.
FIG.4 TYPICALELECTRICALCONNECTIONS
2 SETS OF
NORIAALLY OPEN CONTACTS
ClASE ON AUR4
��
� .� �
� �
� � �
7HE NC AND NO NARICING$
ON THE SWffCH PRE FOR
iw a�u ca�araw
THE COMACTS ARE REVERSED
WFfEN THE OEVICE 5 IN
THE NORMAL CONOITqN,
WATERROW ZONE
ON i1RE PANEL
aos�rn� oc
OR MOT AC
NfGATIVE DC
OR NEUfRAL AC
APPLICATION WARNING!
NOTES:
eo� � 1. The model VSR-SF has two
FlRE PANEL switches, one can be used to
�
,� operate a central station,
� proprietary or remote signal-
ing unit, while the other is
�� �K used to operate a local au-
Il�vlll I�II dible or visual annunciator.
DNG, /767-2
BELL
2. For supervised circuits see
"Switch Terminal Connec-
tions" drawing and caution
note (Fig. 3).
FIG. 5
To remove knockouts: Place
screwdriver at edge of knock-
outs, not in the center.
DwG, j761-1
Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches
that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or
chemical suppression systems.
PRINTED IN USA MKT. #8800003 - REV AA PAGE 2 OF 2
MFG. #5400802 - 11/02
P' POTTEIZ Rg"�
UNIVERSAL BALL
• The Symbol of Protection VALVE SWITCH
RBVS Stock No. 1000040 (w/o Cover Tamper)
RBVS-T Stock No. 1000035 (w/Cover Tamper)
Patent Pending
GENERAL
The Model RBVS is designed to monitorthe fully open
position of a ball valve installed in a sprinkler system.
The unit will fit on most ball valves installed on back-
flow-preventers and alarm trim lines ofdry, alartn, and
deluge sprinkler valves. The switch operates if the
ball vaNe handle is moved 6om [he open position. How-
ever, the swi[ch dces not tradc the position of the handle
or ball. When the ball vaNe handle is in theopen positari,
a spring-loaded switch button will contact the valve
handle. When ihehandle ismovedfromtheopen p�ition,
this swHch button extendsto thetripped position, and the
RBVS contacLschange state, therebyopening adosing
a circuit. A cover tamper switch is available and is
activatedbytheremovaloftheRBVShousingcovec Ifan
attempt is made to remove the RBVS by the removal ot
the mounting brackets, ihe unitwill be sel into ihe tripped
mode by this acfion.
The RBVS can be mounted to the hex portan of the ball
valve or badc-flow-preventer or [o the adjaning pipe via
two clarrps. The RBVS is shipped wiUi two sets of
mounting damps to acwmmodate various pipe and
valve sizes, refer to Table t. An'L'shaped and offset
bracketfor mounting the swilch endosure and an eMen-
sion bracket add to the mounting flexibi6ty ofthe RBVS.
See "Typical Mountlng Diagram' and'Installation and
Operation"on following page.
Ul and CUL Listed, FM, CSFM Approved
Dimensions: (including mounting clamps)
Large Clamps: 6" L x 5" W x 5.2" H
15,2 cm L x 12,7 cm W x 13,2 cm H
Small Clamps: 6" L x 4" W x 52" H
15,2cmLx10,2cmWx13,2cmH
Weight: With Large Clamps:13.6 oz. (386,9 g.)
With Small Clamps:11.0 oz. (311,2 g.)
Enclosure: Non-Corrosive Composite Material
Environmental Limitations:
• NEMA 4 rated enclosure when proper electrical fittings
are used.(IP67)
• Temperature range: -40° F to 150° F(-40° C to 65° C)
• Not for use in hazardous locations
Housing Cover Tamper: Activated by housing cover
removal, (Stock No. 1000035 only).
Contact Ratings:
SPDT Contacts: 10A at 125/250 VAC
2A at 30 VDC
SPDT CoverTamper: 3A at 250 VAC
TESTING
The RBVS and its assodated protective monitoring system shouW be tested in
accorclance with applicable NFPA codes and standards and/or the authonty
havingjurisdicfion (manufacturerrecommendsquaRerlyormorefrequently).
FIG.1 INTERNAL COMPONENTS
NORAWILY OVEN
NORNALLV CLOSED
CONNON
rSTRAIN REUEF O
� tlUCK - N,O. ' SWRCM BUTTON
I LOCl�TION
7AAIPER L RED - N.C. � �E
w�+irE - cou /
MOVNT 50
SWITCM BUTTON P�pSfIC COATMG
5 nvvrrox. i- rxou aewovco raou
MnNOLE MSIOE EHU ��y yp�yE ��E
W Sw1TCH BV7TON
DWG %1086-1 CONfALT AREA
Poner Electric Signal Company • 2081 Crag Road, SL Louis, MO, 631464161 • Phone: 8043253936/Canada 88&882-7833 • www-pottersignal.com
PRINTED IN USA MFG. #5401086 - REV P PAGE 1 OF 3
9/03
�� RBVS
UNIVERSAL BALL
• The Symbol ofProtection VALVE SWITCH
INSTALLATION ON LEVER HANDLE (SEE FIG 2)
1. SeleddampsanddampingbottsbaseduponpipeNaNesize,
seeTable t.
2. Insert rubber damp grippers into clamps, see Fig. 2.
3. Place one damp on top of pipe/ball valve near the valve
handle and insert clamping bolts through it.
4. Place olher damp over clamping bolts from beneath the
installation and [hread hex nu[s onto the clamping botts,
but do not fulty tighten, (be sure hex nuls seat properly in
Gamp hex recesses). (NOTE: Some installations may require
one of the rtaunting boRs to be inserted 6om the bottom ofthe
brackets and then trimmed to allow the extension bracket to
clear. See Fig.4)
5. Attach extension bracket ('rf necessary to use for position-
ing) to top clamp using'/.-20 X'/." Hex bolt and washer, but
do not fully tighten.
6. Attach "L" bracket (RBVS switch enclosure is loosely
attached to'�" bracket) to e�Aension bracket using'/.-20 X
'/." Hex bok and washer, but do not fulty tigh[en.
7. Be sure ball vaNe is in the fully open position.
8. Slide loosely assembled RBVS switch enclosure to a
position that permits the switch button to contact the valve
handle approximately t" from its inside end. See Fig. 1 fo�
approximate bcatbn. Cutand remove the plasticcoating (rom
the baHvalvehandleto albwthe RBVS switch button to contact
FIG. 2
TYPICAL MOUNTING DIAGRAM
owc /�oss-2
Sw17Cn �
ENCLOSURE
' �L� BRA�KEf
HEICMT
' ° S.Z�
ExT_ BRACKET
QF NECESSMr) I
� ClAA1P5 O 1
CWI P
GRIPPERS
wron�
4• (sunu)
s- (ursc�)
(and be activated by)the metal ofthe handle.
9. Tighlenclampingscrewsaltematelytoanevenfua130in-Ibs.
(minimum)oftorque.
10. Maintain position of switch enclosure over valve handle
and secure boft that holds the e�ension bracket to the
clamping assembly. It may be necessary to close valve to
access this bott.
1 t. Position "L" bracket so that it contacts the back edge of the
valve handle, and secure its bolt. It may be necessary to
close valve to access this bolt.
12. Witb the actuator fully retracted, position RBVS switch
enclosure to contact the vaNe handle squarely, see Fig. 1.
13. With RBVS switch enclosure held squarely in contact with
valve handle, securey tighten the two tamper resistant
screws on Ihe backside ot the enclosure.
14. Close and open the valve to veri(y operation. The actuator
should easily retracl when the valve handle is in the open
position.
15. Fully open the valve.
16. Remove the cover and wire main switch and tamper switch
it applicable. Carefully route tamper switch wires through
sVain relief channel in switch enclosure. Fully seat the
wires into the bottom ot the channel. See Fig. 1.
17. Replace RBVS switch enclosure cover and securely
tigh[en cover screw.
TABLE 1 CLAM� SIZING
PipeNaNe S¢e Clamp Clamping Boks
12' to 3/4' (12,5 to 19mm) Small 10.32 x 2-12'
1' b 2' (25 b 50 mm) Laigs 7I420 z 4'
SWITCH TERMINAL CONNECTIONS,
CLAMPING PLATE TERMtNAL
CAUTION: An uninsulated
sec[ion of single conductor
\� �,�c should not be looped around
�i" the terminal and serve as lwo
� seperate connections. The
wire must be severed, thereby
�'' providing supervision of ine
��� connectionintheeventthatthe
wire becomes dislodged from
under the terminal.
TYPtCAL ELECTRICAL CONNECTIONS
�orx c�acurr
7RANSFORYER OR &�RER! POWER SME D(CIASS A) SUPERVISED 100P STYLE B(CLASS 9) SUPERVISED CIRCUT
M.C,
� �E� COY. C011, i0
� H NA. �� N.0. CONIR0. COY. M�.O_ EMO-0i-IIME ME9'SRA
��� W�
pnG /1pl6-a
TAMPER SWITCH CONNECTIONS
COVER TAAIPER k RBVS CONNECTED COVER TANPER d� R9V$ WIRED
TO THE SAME 20NE ON THE �ACP TO SEPER4TE ZONES
COrER
IAMPER
COU. N.O. CO�. r
cou x.o. cw.
fACP COVER EOLR k��
TnwErt �'� EOLR �I�t� EOLR
M.D.
DwG. /1086-5
PRINTED IN USA MFG. 7i5401066 - REV P PAGE 2 OF 3
9/03
,
POl 1 � RBVS
UNNERSAL BALL
• The Symbol of Protection VALVE SWITCH
INSTALLATION ON TEE HANDLE (SEE FIG. 3) theRBVSswitchbuttontocontact(andbeactivatedby)the
metal of the handle.
1. SelectGampsanddampingboltsbaseduponpipe/valvesize,
seeTable 1. 8. Tighten damping screws altemately and %-20 X'/." bolt to
2. Insert rubber clamp grippers into clamps, see Fig. 3
3. Place one clamp on top of pipe/bal� valve near the valve
handle and insert clamping bolts through it.
4. Place other clamp over clamping botts from beneath the
installation and thread hex nuts onto the clamping bolts,
but do not fully tighten, (be sure hex nuts seat properly in
clamp hex recesses).
5. Loosely attach "L' bracket to the "offseP bracket and
"oftset" bracket to the RBVS housing.
6. Be sure ball valve is in the fully open position.
7. Slide loosely assembled RBVS switcF� endosure to a
position that permits the switch button [o contact the valve
handle approximately 1/2" hom [he end of the handle. Cut and
remove the plastic coating 6om the ball valve handle to allow
FIG. 3
GRIPPERS
FIG. 4
RBVS
SOME INSTALLATIONS MAY CAUSE
INTERFERENCE BETWEEN MOUNTING BOLT
AND OFFSET BR,4CKET. INSTALL BOLT FROM
BOTfOM AND TRIM AS NEEDED TO CORRECT.
30 in-Ibs. (minimum) of torque.
9. With the valve handle fully open, slide the RBVS housing
down until the swi[ch operates plus t/8 inch. Tighten [he
screws holding the RBVS to the "offset" bracket.
10. Remove the RBVS switch enclosure cover.
11. Cbse and open the valve to veri(y operation. The actuator
should easily retract up when �he valve handle is in the
open position.
12. Fully open the valve.
13. Wre main switch and tamper switch (if applicable). Care-
fully route tamper switch wires through sVain relief channel
in switch endosure. Fully seat the wires into the bottom of
[he channel. See Fig. 1.
14. Replace RBVS switch enclosure cover and securely
tighten cover screw.
�CLOSURE
urro
�
DWG /f086-3
UWG. i1086-6
PRINTED IN USA MFG. #5401086 - REV P PAGE 3 OF 3
9/03
..
.. � ,
��
� r��, �
�,,� �� ,�
.i�
so�s�so��
6024-6029
��
��
�
��i `�«'
�£
1�
��
6014/6015
Badc Outlet
�A�
B�
L
2'/:" Nipple—�
(by others)
Swivellnlet� o 0
Plug/ 3y,^
6034-6039
Badc Outlet
�A�
�
B
�
2Y:" Nipple
(by others)
j�ry� o 0 0
Inlel A
Plug/ 3�/,^
58
Top/8ottom Outlet
�-A � ► ��
Plate 3Yz" DIA
O �.
�
75/e"
15"
7op/eoa«n a,nec
�A� �crt'
� 1� i� �
Plate 3V�"DIA
O O �
9"
�
ssie°
23"
R�
.
����
• Used as an auxiliary connection through which the fire department
can pump water to supplement existing water supplies
• Provides 250 GPM flow (minimum), per 2'!2" inlet
• Single inlet connections iricorporate a straight-thru, non-clappered
design with female NPT outlets
• Two and three-way inlet connections feature brass bodies (angle
or straight pattern), with integral drop-clapper inlets and female
N PT outlets
• Standard components:
Female hose thread swivel inlets, plugs wi#h chains and
identification plate
• Cast brass construction�`, standard
'Optional brass finishes on exposed surtaces, add suffix to model no.
-B Polished; -C Rough Chrome Plated; -D Polished Chrome Plated
Notes
• Pipe nipples for connecting bodies to swivel inlets, by others
• Always specify hose threads and identification plate lettering
• Contact factory for current UL listing/FM approvals and special
requirements
FI RE-X-TR4L°
Sprinkler
Expansion Chamber
he Absorption
Expanded Flui
Table of Contents
FIRE-X-TROL� ................................................ 2
Typical Schematics ......................................... 3
Sizing the FIRE-X-TROL� .............................. 4
Features and Benefits ..................................... 5
Typical Specifications ..................................... 6
Protect your System with the
FIRE-X-TR4L°... UL* Listed and
ASME Compliant
The Fire-X-Trol° expansion chamber with pre-charged
nitrogen or dry air pneumatic cushion reliably protects
your system from pressure increases that result from
antifreeze temperature change.
Since these systems are closed-loop systems, the
expanded fluid needs to be accommodated with a pre-
pressurized expansion tank.
As the temperature rises, the Fire-X-Trol� provides the
additional space in the system to accommodate the
expanded volume of solution. The pneumatic cushion is
compressed as the system pressure increases creating
the space for the increased volume of antifreeze
solution. The nitrogen volume in the chamber will be great
enough to keep the system pressure below the
pressure limitations of the system components. Properly
sized, the expansion chamber will maintain maximum
system pressures within the working pressure limitations
of the system equipment.
Your system is safely protected!
�
j � AMTROL��• ,
`�.� -- — -e"�'
The AMTROL° Advantage
• AMTROL - A world-leading provider of advanced water
system solutions supplies a complete line of quality
engineered, cost efficient, fire suppression, heating and
water systems that you can count on.
• First to design and patent DCTROL�, expansion tanks,
redefining hydronic heating and chilled water systems
forever.
• ISO 9001 - 2000 certified.
• With over 60 years experience, AMTROL sets the
standard for service reliability, innovation, design, and
manufacture of water system equipment.
• Fully qualified technical staff availabie to help ensure
solid solutions for your expansion tank needs.
NFPA** 13 Requires Expansion
Tanks When a Backflow Prevention
Device is Used
Many regulations require antifreeze systems to be
equipped with a reduced-pressure zone backflow pre-
vention device to eliminate the chance of contaminat-
ing the water supply with the antifreeze solution. The
Fire-X-Trol� can be located anywhere downstream
from the backflow prevention device and safely pro-
tects system components from potential damage as a
result of over pressurization.
As stated in NFPA 13, 7.5.3.3.: "Where the connection
between fhe antifreeze solution and the wet pipe
incorporates a backflow prevenfion device, a listed
expansion chamber of appropriate size and pre-
charged air pressure shalt be provided to compensate
for therma! expansion of the antifreeze solution... ".
0
� Underwriters' Laboratories.
" National Fire Protection Association.
.
Features
• UL Listed�' - for use with Fire Protection Anti-Freeze
Systems per NFPA 13, 2002 edition.
+ Compatible with antifreeze solutions (Glycerine and
Propylene Glycol)
• Broad range of sizes ... 2.1 to 90 gallons (15-341 lit.)
• Nitrogen or dry air (-50°F/-46°C dew point or lower) pre-
charge is separated from the system fluid
• 5X safety factor by design
Benefiits
• Keeps your system and components safe from thermal
expansion
• Helps to prevent system from hydraufic lock-up
:M l.V1Y1VCl.l IVIV
;HARGING
�ALVE
MODELS:
� FPT 5
FPT 12
Materials of Construction
• All Steel Body Constructian with Stainless Steel
System Connection
• Polypropylene Liner Material
• Diaphragm Material: UL� Certified High-Performance
Elastomeric Compound
Maximum 4perating Conditions
Maximum Working Pressure: 175 psig (12 bar)
Operating Temperature: -20°F (-29°C) to 200°F (93°C)
SYSTEM�CONNECTION
B CHARGING
VALVE
MODELS:
FPT-20V
FPT-30V
A FPT-42V
FPT-60V
FPT-70V
� C �
In-Line Models
B CHARGING
� YAWE
; , t MODELS:
FPT-80V
A FPT-120V
FPT-180V
FPT-210V
srsr�
corn�cr�oN
���'
Tank A B Sys. Ship
Model �o� Max. Accept Height Diameter Conn. Weight
No. Lit. Gal. Factor mm ins. mm ins. ins. ___ __ kg Ibs. __
FPT-5 .. 15 2.1 .42 264 103/a 254 10 �/a NPTF 9.5 21
FPT-12 24 6.4 .51 397 155/s 305 12 3/a NPTF 15.4 36
Stand Models
Tank A B C Sys. Ship
Model ��� Max. Accept Height Diameter Diameter �nn. Weight
No. Lit. Gal. Factor mm ins. mm ins. mm ins. ins. kg Ibs.
FPT-20V 30 8.0 .40 495 19�/z 305 12 273 10�/a �'a NPTF 23.6 52
FPT-30V 53 14.0 .64 486 19�/s 419 16�/n 324 12�/a �/4 NPTF 44 97
FPT-42V 66 17.5 .65 616 24�/a 419 16�/n 324 12�'a 3/4 NPTF 52.7 116
FPT-60V 95 25.0 .45 838 33 419 16�/n 324 12�'a �a NPTF 70 154
FPT-70V 129 34.0 .33 1054 41 �/2 419 16�/a 324 12�'a 3/4 NPTF 90 197
FPT-80V 200 53.0 .65 908 353/a 610 24 406 16 1�/a NPTF 114 251
FPT-120V 250 66.0 .50 1111 433/a 610 24 406 16 1�/a NPTF 127.6 281
FPT-180V 292 77.0 .44 1235 485/a 610 24 406 16 1�/n NPTF 160.3 353
FPT-210V 341 90.0 .38 1410 55�/z 610 24 406 16 1�/a NPTF 173.4 382
All dimensions and weights are approximate.
���
•
,
Typical Schematic with Fire-X-Trol� Expansion Chamber
Backflow preventer
with control valves
Water �
supply� � ^ �
Heated area
Fill cup or
filling connection
l�
Drain
valve
�
FIRE-X-TROL'
FPT 5 8� FPT 12
Backflow preventer
with control valves
Water 1
supply� �' ^ �
FI R E-X-TROL�
FPT 20V
through —�
FPT 210V
Heated area
Fill cup or
filling connection
1
Drain
valve
Unheated area
Unheated area
Antifreeze solutians to be used if potable water is connected to sprinklers
Specific Freezing
Solution Gravity Point
Material b Volume at 60°F 15.6°C °F °C
Glycerine 50°io water 1.145 -20.9 -29.4
C.P or U.S.P. grade' 40% water 1.171 -47.3 -44.1
30% water 1.197 -22.2 -30.1
H drometer scale 1.000 to 1.200
Propylene glycol 70% water 1.027 +9 -12.8
60% water 1.034 -6 -21.1
50% water 1.041 -26 -32.2
40% water 1.045 -60 -51. i
Nydrometer sca/e 1.000 to 1.200 (subdivisions 0.002)
'C.P. - chemicaly pure; U.S.P. - United States Pharmacopoeia �.5% ReL NFPAt3, 20Q2 Edition
�
1 w
The sizing charts provided can be used to select the F�cample for determining FIRE-X-TROL expansion chamber size:
appropriate FIRE-X-TROL for your antifreeze system. Antifreeze Solution: 70% Propylene Glycol
These charts can be used for glycerine or propylene S stem Volume
glycol 70% by weight or less. y (9a1.): 50 gal.
System Pressure: 70 psig
Under these service conditions, a model FPT-12 (C) would be selected.
10
20
30
^ 40
� 50
y 60
E 70
' so
> 90
E 100
y 110
>+ 120
N 130
140
150
2.7
70% Glycerine
System Pressure (psig)
40 5Q 60 70 8Q 90 100 110 120 13�J
140 150
38
76
113
151 �
189 y
227 �
2s� 3
302 0
340 �
378 3
415 �
454 �
491 v
529
567
9.6 10.5
10
20
30
^ 40
� 50
� 60
� �o
' so
> 90
E 100
y 110
�+ 120
� 130
140
150
2.7 3.4 4.0 4.8 5.5 6.2 7 7.5 8.3
System Pressure (bar)
3.4 4.0 4.8 5.5 6.2 7 7.5 8.3 9
System Pressure (bar)
70% Propylene Glycol
System Pressure (psig)
40 50 60 70 80 90 100 110 120 130
740 150
38
76
113
151
189 y
227 �
2s� 3
302 0
340 c
378 3
415 �
454 �
491 v
529
567
9.6 10.5
9
1 AMTROL recommends installing a pressure reducing valve before the backflow preventer.
2 The system pressure is too close to the mauimum working pressure. NFPA 13 recommends installing a pressure reducing valve before the backflow
preventer.
Assumptions: 175 psig (12 bar) Mauimum Working Pressure, 100°F (37.7°C) change in temperature, expansion tank precharge 2 psig (0.14 bar) below
System Static Pressure.
�
.�
�o
m
d
E
�
>
E
d
�
�
N
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
40 50 60 70
Water
System Pressure (psig)
80 90 100 110 120 130 140 150
2.7 3.4 4.0 4.8 5.5 6.2 7 7.5 8.3 9 9.6 10.5
System Pressure (bar)
38
76
113
151
189
22%
264
3Q2
340
378
415
454
491
529
567
N
�
N
�
c�
3
0
c
3
c�
+
�
�
i Please contact AMTROL Technical Services for Fire-X-Trol" vessel sizing for parameters not found on chart.
Assumptions: 175 psig (12 bar) Mauimum Working Pressure, 100°F (37.7°C) change in temperature (based on 40°F/4.4°C to 140°F/60°C), expansion tank
precharge to System Static Pressure.
Typical Specifications
Furnish and install, as shown on plans, an AMTROL
FIRE-X-TROL`� gallon (liter), inch
(mm} diameter X inch (mm) high AMTROL
FIRE-X-TROL� Model FPT-(1� (-C) wet pipe
sprinkler system diaphragm expansion chamber.
The expansion chamber wilt accommodate the expanded fluid
of the system generated within the normal operating tempera-
ture range, limiting the pressure increase at those components
in the system to the maximum allowable pressure at those
components. It shall maintain a minimum operating pressure.
Each tank shall have a diaphragm used to isolate the nitrogen
or dry air (-50°�/-46°C dewpoint or lower) charge from the fluid.
The expansion chamber shall be welded steel, constructed and
tested in accordance with Section VIII, Division 1 of the ASME
code for a working pressure of 175 psig (12 bar), factory pre-
charged and field adjustable. All welds conforming to ASME
Section IX.
Must be UL� (Underwriters' Laboratory) Listed for use with Fire
Protection Antifreeze Systems per NFPA 13. Expansion cham-
ber must be compatible with Glycerine (C.P. or U.S.P. Grade)
and Propylene Glycol Antifreeze Solutions. The tank shall be
supported by steel legs or a base (integral ring mount) for a ver-
tical installation. Each tank shall have a polypropylene liner with
stainless steel system connection.
The manufacturer shall be AMTROL Inc. The manufacturer
shall have at least five years experience in the fabrication of
diaphragm-type ASME expansion tanks.
`Refer to installation manual for warranty information or visit our website at www.amtrol.com
�f � AMTROL�°.
Engineered Products
www.amtrol.com
Corporate Headquarters
1400 Division Road, West Warwick, RI 02893
Telephone: 401-884-6300 • Fax: 401-884-5276
AMTROL Canada, Ltd.
275 Shoemaker Street, Kitchener, Ontario N2E 3B3
Telephone: 519-748-1138 • Fax: 519-748-4231
In the interest oi continuous development AMTROL, Inc. ar:d its subsld�aries reserve the right te al:er dssigns and specrflcatiens without prior notice.
MC# 10022 REV B(01/O6) The AMTROL and Fire-X-Trol logos are a registered trademarks of AM?ROL, Inc.
I�____I
�
O`,q001:t,s
�1: •rFR�o
PkiCC..........
���
0200E A�ROL Inc.
Pnnted in USA
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
.�
TOWNOFYA!!, '
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
ADUP
Job Address:
Location.....:
Parcel No...:
185 FOREST RD VAIL
210107113031
OWNER LUTSEY, THOMAS J. - LUTSEY E 11/24/2008
PO BOX 22074
GREEN BAY
WI 54305-2074
APPLICANT ALPINE MECHANICAL
PO BOX 973
AVON
COLORADO 81620
License: 343-M
CONTRACTOR ALPINE MECHANICAL
PO BOX 973
AVON
COLORADO 81620
License: 343-M
11/24/2008 Phone:926-2412
11/24/2008 Phone:926-2412
Desciption: INSTALL RADIANT HEAT & SNOWMELT
Valuation: $78,000.00
ALL TIMES
��� - c}c�� 3
Permit #: M08-0298
Project #: PRJ07-0474
Status . . . : ISSUED
Applied . . : 11/24/2008
Issued . . . 12/16/2008
Expires . .: 06/14/2009
...............«...«......».,..«.,,Y........�..�....*�.............��.�..........FEE SUMMARY....,,.......«..................*..,...................�.....<......,.......,..,.......
Mechanical Permit Fee---> $1,560.00 Will Call------------> $4.00 Total Calculated Fees---> $1,954.00
Plan Check-------------------> $390.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $1,954.00
Total Calculated Fees--> $1,954.00 Payments-----------------> $1,954.00
BALANCE DUE---------> $0.00
....................».»....�..�.......,..,+,...................:..�........�.«».................................,�..........,.,,.................�......x.......�.......,...,........,,..,...
APPROVALS
Item: 05100 BUILDING DEPARTMENT
11/28/2008 JRM Action: AP
....« .............�..�x��..............,......:.:.«..«,,..+.+...**�........�.�..............,.«,...�.�...,......�.*..........................«..«.......*........�.........>....�.,...,.....
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond:23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond: 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond:31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
.,......,. .............+...........,..�...�,�.�..........<.,..>......�.�.........,............�,.......,......:...,..<,........�....�.�..............,...............�.,...:.,«.........�..,....:....
DECLARATIONS
m e c h ca n i ca I_pe rm it_041908
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.
REQUEST INSPECTION SHA BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - 4 . ���� (/�- � � l � �
�iAnature of Owne or CQntractor Date
Print Name
mechcan ical_perm it_041908
***+************************+*****************************+***+*****************************
TOWN OF VAIL, COLORADO Statement
******++**********************+******+�**************************+*********+****************
Statement Number: R080002365 Amount: $1,954.00 12/16/200812:03 PM
Payment Method:Credit Crd Init: DDG
Notation: Credit card -
John Cox
-----------------------------------------------------------------------------
Permit No: M08-0298 Type: MECHANICAL PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location:
Total Fees: $1,954.00
This Payment: $1,954.00 Total ALL Pmts: $1,954.00
Balance: $0.00
*********************************************************************************+**********
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 1,560.00
PF 00100003112300 PLAN CHECK FEES 390.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR ;NSIGNED Pn,�� ��►f� Lt !
TOV Pro ect #: 1� `� T
�Building Permit #: —
�� � � Mechanical Permit #: $
���+�� � � 970-479-2149 (Inspections)
lJ'l
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
75 S. Frontage Rd. Permit wiil not be accepted without the following:
Vail, Colorado 81657
0
Contractor:
ress:
I MECHANICAL: $ �l �'y
Contact Eag/e County
Parcel #
i ]ob Name: � �.�.�� e
Provide Mechanical Room Layout drawn to scale to include:
� Mechanical Room Dimensions
� Combustion Air Duct Size and Location
r�/�lue, Vent and Gas Line Size and Location
� Heat Loss Calcs.
� Equipment Cut/Spec Sheets
CONTRACTOR INFORMATION
�
Town of Vail Reg. No.: Contact Person and Phone #'s
<<� L L � — /�I � �c,� o � o
Fax#:
�
VALUATION FOR MECHANICAL PERMIT (Labor & Materials
Assessors Offi'ce at
Legal Description �� Lot:
C� � <S! %�c°•�c" �
] Block: Filing:
'�;
Address:� �"�
Address:
o� visit
for Parc�e/ #
lob Address: � �� ��->�e S% /��
�
� � '� ��T,��"� �:� r..� �';�
Subdivision:
�
Work Class: New (,�Addition ( ) Alteration ( ) Repair ( ) Other ( )
Boiler Location: Interior ( F�cterior () Other () Dces an EHU exist at this location: Yes () No (
Type of Bldg: Single-family ( ) Duplex ( Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
No/Type of Fireplaces,Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning ()
No/Type of Fireplaces Proposed: Gas Appliances ( �) Gas Logs (/) Wood/Pellet () Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( � � M� n
************************FOR OFFICE USE ONLY*******
Other Fees: Date Received:
. ( ACC�
F:\cdev\FORMS\PERMITS\Building\mechanical�ermi�l 1-23-2005. DOC
By:
************* **
� ���� �:�V 2 1 2008
,
� 1NN C.�F 1��1 L
11/23/2005
Radiant Works Pro Heat Loss Report 10/21/200�
Project Information Contact Information Project Assumptions
Projed Number: Designed By: CHET CAMPBELL Outdoor Temp: -21 °F
Project Quote: Company Name: G. T. SANDERS Elevation: 8,500 ft
Project Name: LUTSEY RESIDENCE Phone Number: Wind Speed: 10 mph
Designed For. ALPINE Job Type: Residential
, CO (Colorado)
Product: 1
Room Name: MASTER 2 BATH
Indoor Design Temp: 68.0
Construction:
Radiant
vuv�� ..w a_v .. --- — - — - - - �
Area Heat Loss Infiltration Loss Tota oss
Descrption Quantity ftZ R-Value BTU/h BTU/h BTU/h
- Wa111 1 360 � 9�� 1,461 505
> Window 1 1 6 2•04 233 �4
> Window 2 2 10 2.04 777 35
> Window 3 2 5 2.04 350 24
> Window 4 1 9 2.�4 350 17
- Exhaust Fan 1 — — — 497
Totals:
1/2••
Room Name: MASTER 2 CLOSET
lndoor Design Temp: 68.0
3,171 1,092 4�7$
Construction: Slab
�u.,.. .,. �.. ., - - - -
Area Heat Loss Infiltration Loss Tota oss
Descrption Quantity ft� R-Value BTU/h BTU/h BTU/h
None — 7�5
Totals: — 705 70
Room Name: MASTER BEDROOM 2
Indoor Design Temp: 68.0
VGV(\ Vl �.-.v v �� — ----
Area Heat Loss Infiltration Loss Total Loss
Descrption Quantity ftz R-Value BTU/h BTU/h BTU/h
- Wall 1 1 150 19.00 282 326
> Window 1 2 13 2.04 972 40
> Window 2 2 5 2.04 389 25
>�ndow 3 1 42 2.04 1,632 36
> Window 4 2 6 2.�4 466 27
- Access Door 1 — — — 409
l�......�:..l.r/..\ {I7..'t.. D...7:....�'1!1!�'7 �
Radiant Works Pro Heat Loss Report (cont.) 10/21/200�
Totals: 3,741 864 5,59
Product: 1/2"
Room Name: BATHROOM 4
Indoor Design Temp: 68_0
Area Heat Loss Infiltration Loss Total Loss
Descrption Quantity ffi2 R-Value BTU/h BTU/h BTUIh
- Wall 1 1 60 12.00 436 2�
- Exhaust Fan 1 — — --- 497
Totals: 436 703 1,13
Room Name: BEDROOM 4
Indoor Design Temp: 68_0
Area Heat Loss Infiltration Loss Total Loss
pesc�ption Quantity f� R-Value BTU/h BTU/h BTU/h
- Wall 1 1 340 19.00 1, 387 491
> Wind�v 1 1 40 2•04 1,555 35
- Access Door 1 — — — 409
Totals: 2,942 936 5,a7
Radiant
1/2" RadiantPEX Construction:
Room Name: FAMILY RM / HALL AREAS
Indoor Design Temp: 68_0
qr� Heat Loss Infiltration Loss Total Loss
p�rp�n Quantity ftZ R-Value BTU/h BTU/h BTU/h
- Wall 1 1 350 � 9•� 992 �98
> Window 1 1 21 2-44 816 26
> Window 2 1 6 2.04 233 14
> Window 3 2 13 2-�4 972 40
> Window 4 2 5 2.04 389 25
> Window 5 1 35 2.04 1,360 33
> Windaw 6 1 14 2.04 544 21
> Window 7 1 18 2-04 680 23
> Window 8 1 7 2.04 272 15
- Fireplace 1 — -- — 2,045
- Access Door 1 — -- — 409
�,,....�:,.w.i,.� n�.,.... n..a:..,,. �nn-r "'
Radiant Works Pro Heat Loss Report (cont.) 10/21/200:
Totais:
Room idame: POWDER 2
indoor Design Temp: 68.0
6,258 3,148
11,26
Area Heat Loss Infiitration Loss Total Loss
Descrption Quantity ft2 R-Value BTU/h BTU/h BTU/h
- Wall 1 1 70 12.00 509 223
- Exhaust Fan 1 — — -- 497
Totals: 509 719 1,22
Room Name: UT�LITY ROOM
Indoor Design Temp: 68.0
Area Heat Loss Infiltration Loss Total Loss
Descrption Quantity ft2 R-Value BTU/h BTUJh BTU/h
- Wail 1 1 190 12.00 1,380 367
- Cbthes Dryer 1 — — — 497
Totals: 1,380 864 2,40
RadiarrtPEX Construction: Slab
Room Name: BATHROOM 5
Indoor Design Temp: 68.0
Area Heat Loss Infiltration Loss Total Loss
Descrption Quantity f'� R-Value BTU/h BTU/h BTU/h
- Wall 1 1 60 12.00 436 206
- Exhaust Fan 1 — -- — 497
Totals: 436 703 1,13
Room Name: BEDROOM 5
Indoor Design Temp: 68.0
Area Heat Loss infiltra6on Loss Total Loss
p�p�n Quantity ft2 R-Value BTU/h BTU/h BTUIh
_��� � � 2 � p 19.00 652 386
> Window 1
> Vlfindow 2
> Window 3
2 15 2•�
2 6 2.04
1 21 2•�
1,166 43
466 27
816 26
�,,......:,.a.i,.� u�...... u...t:.,..� �nn-r �
Radiant Works Pro Heat Loss Report (cont.) 10/21/200;
> Window 4
- Access Door
Totais:
1 6 2•04 233
1 --- -- —
Room Name: CLOSET
{ndoor Design Temp: 68.0
3,334
14
409
905
4,88
Area Heat Loss Infiltration Loss Total Loss
Descrption Quan6ty ft R-Value BTU/h BTU/h BTU/h
- Wali 1 1 360 19.00 1,359 505
> Wndaa 1 2 18 2-04 1,399 48
> Vlhndow 2 1 30 2.04 1,166 31
- Ceiling 1 0 80 38.00 186 —
Totals:
1 /2••
Room Name: MASTER BATH 1
Indoor Design Temp: 68.0
4,110 584
Construction: Thi
4,87
qr� Heat Loss Infiitra6on Loss Total Loss
p�p�n Quantity f� R-Value STU/h BTU/h BTU/h
- Wa111 1 360 19.00 1,419 505
> Window 1 1 6 2.04 233 14
> Window 3 2 5 2•�4 350 24
> Window 4 1 9 2.04 350 17
> Window 2 2 9 2.04 680 33
> Window 5 1 12 2.04 453 19
- Exhaust Fan 1 — — — 497
- Ceiling 1 0 201 38.00 46g —
Totals: 3,952 1,109 5,56
Co�structiorc
Room Name: MASTER 1 CLOSET
lndoo�' Design Temp: 68.0
q� Heat Loss Infittration Loss Total Loss
p�p�n Quantity fi� R-Value BTU/h BTU/h BTU/h
N� — 705
Totals: — 705 70
!`......r:..l.�/..l 117.dan D...7:....� '1M^1 �
Radiant Works Pro Heat Loss Report (cont.) 10/21/200:
Room Name: MASTER BEDROOM 1
Indoor Design Temp: 68.0
Area Heat Loss Infiltration Loss Total Loss
Descrption Quantity fi� R-Value BTU/h BTU/h BTU/h
- Wafl 1 1 180 19.00 472 357
> Window 1 2 15 2.04 1,166 43
> Window 2 1 48 Z•04 1,866 39
- Access Door 1 — — -- 409
- Ceiling 1 0 232 �.� �0 �
Totals: 4,043 849 6,27
RadiantPEX
Room Name: BATHROOM 3
Indoor Design Temp: 68.0
Construction: Thin5lab
q� Heat Loss Infiltration Loss Total Loss
p�p�n Quantity ft2 R Value BTU/h BTU/h BTU/h
- WaN 1 1 170 12.00 1,235 347
- Exhaust Fan 1 — — — 4g�
Totals:
Room Name: BEDROOM 3
lndoor Design Temp: 68.0
1,235 844
2,11
qf� Heat Loss Infiitration Loss Total Loss
p�p� Quantity #� R Value BTU/h BTU/h BTU/h
_ yyan � � 3gp 19.00 1,639 526
> Wmdaw 1 1 11 2.04 408 18
> VYindotiv 2 2 i 3 2.04 972 40
- Ceiling 1 0 i 8 �.� 41 —
Totais:
Product: 1/2"
Room Name: D1NiNG RM / BAR
irxioor Des+gn Ternp: 68.0
3,060 584
Constructiore
5,65
YGiN� M a�� v — — - - "
p� Heat Loss lnfiitration Loss Total Loss
� Quan#ity i'� R Value BTUJh BTU/h BTU/h
!`......r:..i.N,.l il/..a�r.. D..A:....r �fAA'7 �
Radiant Works Pro Heat Loss Report (cont.) 10/21/200�
- Wa111
> Wirxlow 1
> Vlfindow 2
> Window 3
> Vlfindow 4
- Ceding 1
- Access Door
Totals:
Room Name:
Indoor Design Temp:
1
1
2
1
1
0
2
468
24
18
3
21
265
HALL LVG RM LEVEL
68.0
19.00
2.04
2.04
2.04
2.04
38.00
1,775
933
1,399
117
816
617
5,657
576
27
48
10
26
818
1,505
8,20
LaV�� �i a� v _ __' _
pr� Heat Loss Infiltration Loss Total Loss
���� {,���y f� R-Value BTU/h BTU/h BTU/h
� — 382
Tot�: -- 3g2 38
Room Name: KITCHEN
indoor Design Temp: fi8.0
��.,.. � �.. ., �....... --- - — _
q� Heat Loss Infiltration Loss Tota oss
p�p� Quantity f� R Value BTU/h BTU/h BTU/h
- WaI11 1 46$ 19.00 1,755 576
> Windaw 1 2 7 2.04 525 29
> Vlfindow 2 2 13 2.04 972 40
> Vlhndow 3 1 24 2.04 933 27
> VVindow 4 1 6 2.04 233 14
> Wf�dow 5 1 20 2.04 777 25
- c� � 0 2�s 38.0o sa2 —
- � ��, � — — ^ as7
- Afloess Door i — — — 409
Totals:
Room tdame: LN1NG ROOM
Indoor Design Temp: 68.0
5,836 1,697
8,48
Loain a�c V.v v � —_ '
p� Heat Loss Infiltration Loss Total Loss
�#� Quantity ft2 R-Vaiue 8TU/h 8TU/h BTU/h
- Wa� 1 1 336 19.00 891 488
� V1�r�ow � 2 2� 2.04 1,fi32 51
> Window 2 2 15 2.04 1,166 43
> WindoMr 3 2 4 2-�4 323 23
> yl�dow 4 1 42 2.04 1,632 �
�,.......:..�..i..� �v...... n..a:....+ �nn� �
Radiant Works Pro Heat Loss Report (cont.) 10/21/200;
> vu��► s
� 21 Z.oa s�s Zs
- Cei�ng 1 0 511 38.00 1,189 —
- Fmepiaoe 1 — — — 2,045
T�: 7,650 2,713 12,56
Room Name: POWDER ROOM
indoor Design Temp: 68.0
Area Heat Loss Infiitratio� Loss Total Loss
p�n Quantity f� R-Vaiue BTU/h BTU/h BTU/h
- � �� � — — — 497
Totals: — 497 49
RadiantPEX
Room Name: ENTRY
lndoor Design Temp: fi8.�
Constructiarc
Area Heat Loss Infiltration Loss Total Loss
Q�p�� Quantity fi� R-Vatue BTUlh BTUlh BTU/h
- Wau 1 't 39Q 1 s.00 i, 5Q3 526
> Windaw 1 1 12 2.04 466 19
> Door i 1 2A 2.�0 777 461
> Wsnd�a 2 1 1$ 2.04 534 23
> Windrnv 3 1 13 2.04 4B6 2Q
- Ceiling 1 0 13g 38.00 323 —
- Aa�ss Eloas 1 — — — 409
Totals:
Roc�m Name: SKl RC70M
Indoor D�si�n Temp: 68.0
4,i9Q 1,457
5,86
Area H�a# Loss lnfiltra#ion Loss Tota! Loss
pescrpt�u�► Qua�tity ft� R-Vaiue BTU/h F3TU/h BTliin
- Wat! 1 1 25Ci 19.�0 982 421
> Wndo�vv 1 2 S 2.04 583 31
� DflDr 1 1 23 2.50 72$ 432
- CEiling 1 0 174 38.00 4{�5 —
- Access Door 1 -- — — �D�
Tatals: 2,698 �i,293 4,fi9
('........:..J.tl..l {lJ..�f.. D...i:.,..� '1l171'! �
. �
Radiant Warks Pro Heat Loss Repart (cont.) IOf21ClQ��
�n�
Cons#n�ction: ThinSlab
iani
R�*�m Name� ���AGE �
!n�' Desig� T�t��: �8.�
B�r.k ��d e Loss: '! 323 BTUIh _
���� HQat Loss lnfttration Loss Total Loss
DeSCrptiort Quarttity ft� R-VaEUe Bl-t1/tt BTifth BTl�ii�
- Vilai� t 1 77� t 9. E}Q 2, 839 739
> Windaw t 2 fi 2.04 466 27
> D�r 1 1 144 3.80 3,1f4 2,763
- �eilin� 9 0 �49 38.D(3 1,2T/ --
- Access Door 2 -- — — � � $
Totats: 7,747 4,348 7 2,��
Totai Project Heat Loss. 9 96,075 STUIh
Totai Back 8� Edge Loss: Z3,161 BTUfh
l�,.....r;,.t,ri,.l ill�rr.. D...�:..... '7nr17 0
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NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT
��
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
MECHANICAL PERMfT
ADUP
Job Address: 185 FOREST RD VAIL
Location.....: UNIT A
Parcel No...: 210107113031
OWNER LUTSEY, THOMAS J. - LUTSEY E 05/12/2009
PO BOX 22074
GREEN BAY
WI 54305-2074
APPLICANT WESTERN FIREPLACE SUPPLY, IN 05/12/2009 Phone: 668-3760
1685 PAONIA
COLO SPRINGS, CO 80915
PO BOX 670
MINTURN, CO 81645
License: 323-M
CONTRACTOR WESTERN FIREPLACE SUPPLY, IN 05/12/2009 Phone: 668-3760
1685 PAONIA
COLO SPRINGS, CO 80915
PO BOX 670
MINTURN, CO 81645
License: 323-M
Desciption
OTHERS)
Valuation
INSTALL WOOD BURNING FIREPLACE WITH GAS LOGS (GAS PIPING BY
$5,191.00
ALL TIMES
Permit #: M09-0064
Project #: PRJ07-0474
Status . . . : ISSUED
Applied . . : 05/12/2009
Issued . . . 05/13/2009
Expires . .: 11/09l2009
.....:.....�....,....., ...................,t..«.....<.*...............«........,�..FEE SUMMARY.�...��.��.r......�.:.�.......,�............,,....«.«..........�.........................
Mechanical Permit Fee---> $120.00 Will Call------------> $4.00 Total Calculated Fees---> $154.00
Plan Check-------------------> $30.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $154.00
Total Calculated Fees--> $154.00 Payments-----------------> $154.00
BALANCE DUE---------> $0.00
..:.......�......: .......................�.<......«««.<....«.......»...........................,.,�.....�.,......,.:......+.+.....<.«+«.«.......<........��.......�3...,.,�...............,w...
APPROVALS
Item: 05100 BUILDING DEPARTMENT
05/12/2009 JLE Action: AP
.......:......:.......«......«............�......,...�� .................�....,......,«...................................�....,�..........,�...«.............,.......�.....................
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
•#f df'RR*#**4ffr444R�**f#Af*****4***df**##*#**#***#f�kt<y'He#y'�hlMi4i4i4***f#lfifi!***i*#}#dki!****fr►**#*#fr****######*MYt#######kk*fYr�kkkf ik#Y`f *****rt**f*****!**f **!******4atf k4*#*#R4fY#RRYriYr***1fY�*d
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 ail 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 INSPECTI LL BE MADE �}�G-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - 4 PM. i --� _�_. -
�
, � ature of Owner or Contractor Date
Print Name
m e ch ca n i ca I_pe rm it_041908
+*****************+***********************************+******************�******+***********
TOWN OF VAIL, COLORADO Statement
*++*********+**********+*****************************************************************+**
Statement Number: R090000458 Amount: $154.00 05/13/200908:30 AM
Payment Method: Check Init: SAB
Notation: 2339 WESTERN
FIREPLACE
-----------------------------------------------------------------------------
Permit No: M09-0064 Type: MECHANICAL PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: UNIT A
Total Fees: $154.00
This Payment: $154.00 Total ALL Pmts: $154.00
Balance: $0.00
***************+******�*****************�***************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 120.00
PF 00100003112300 PLAN CHECK FEES 30.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
0�/12/2009 08:04,FA�
,' Ya•� r
9708279222 wESTERN FIREPLACE
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, ME.CHANICAL PERMIT
�i�pj�,�jj�,gqne MUST Include:
o M�charllce) RAOm Leyrout/�en widi Dlmen�ons o Equlpment Cut Sheets for Fireplaces/Lop Sers
o Gombu�on Alr Duct Slze and L�atlon (Manufacture�`s Infv showing meke, model & epproval Ilspngj
a Fiue or � ent Slze .
a Gas PIp'np Plan (tf appllcable)
o Meat I:vea Celculetivns�'
o Equlpment Cut Shacts for Holler/Furnace
W Not ie4pNe�d Axr aama 11re (B7U) ballec iepJecement w/th no aysttm ' ,
dianga�,''W �ow It�edt •
ProJ�at Strrst Addrsss: Oflloo t1�a:
� f�i�S'r �� ^�— Pro�ect�: � lwi)� ~ Q 41 �
(Numha�� (Strw!) (Sulb M) Building ;Permit �: �� '' �� �
BuIldlnplComplex Name; Mechanicel Permit #; I � 1 U" t"�JU�D �C
Coneractor Infp,rmatlon: Lct #; 2� Black #� 5ubdlvl6lon; V�1 �
Company: �IFSi�R-n( �iP�1.+4C� S� PPL'�
p y� 1�^ Detelled DesoAptlon of Work: I��ST�}1.� ��►IE IrcLoo�
Com en dreas: Pi�OtiliA 6t
City: � G S Stata: C� Zlp: SaR I� ,$�� I~l� F��P�.� �Ma � Ex[,U4►Mb
contact Nama: �b� M�k��s � it�f; ��l-S /-��,�� �i`t°�EL,� - Go3o�:��
S SvP�E� 13`t� afHfid2,
Centect Phqne: 6 8B- �S l Ga ����' % I T 3 (uea addl lonol 9heet It nece�sery)
E-Meil SO� ���'f�P-+�lf � 2E�LAC� ��40''l o Ga� Plpin,g Included ,
Town o� Vell Contreator Re�istrati.on No.: 3��- M � Oes Plpinp by Others
a WoOd to Qas Flreplace Conver�lon �
� � �^ Boiler LQcation��M~~���uyf�.�� -�-,
Gon ne�trf�qal d)
,_,.�,.,,.w,.,�..o Interio� (:jf} E�cteric� ( ) Other ( )
Propa�y informotlon
P���#: Ziol-o7(-�3-031
(For psres� � coM�ct Ea�la 4ounty Aaseasors Offlo� et 870-328-8&10 or
vlatt www.eapleoouqr.ualpade� �
Tenent Ner�e:r
(Commerolal Propmnleaj
owner Ner�e: ��M�4S Lv�S E�
Comple#p
Meohenloal �:
�'
fvr Mechanicel Permlt
�S � ��
��`�,�
�
Number!vfl�clsting Firoplacee; �
Ga� AP�Itences (�) oas �ogs O woocuPe��et O j
,--._.._._ .... . . ,
Number?of Propoasd Firepla�ea: i
Go. Apolienoes () Oae Logs t I) Wcod/Pel�et �/)
• - -�
Type cf Bulldln�:
Singie-Famlly ( ) Duplex ( ) Multi-Family ( ) Commerol6l( )
Reatsurant ( ) _Other _ ��
a�� R.�o��od: p � � � 0 �I �
MAY� 12 1009
,
TOWN OF VAIL
�
05112/2009 �8:04 FA� 9708279222 wESTERN FIREPLACE f�002/004
H AT� G 1..0�
�
No Qne builda � better flre
Model�:
EXCLAIM-50
Wood Burning Flreplsce
Owner's Manual
Inst�llatlon and Operation
�
LISTE�
NOT/CE �
DO NOT D13CARD THIS MANUAL
� � lmportent opereting • Re�d, understand • l.eave thiB manual with
� end mpintenance and follow theae party responsible for
Inatrucctions included. inetructiona for safe use and opereUon.
I�Bt81f8tion and
operation.
A WARNING
If the i�farmattion in these Ir�etruc-
tions Is not followed exaCtly� a
ilre mey result ceuaing propsrty
dema�e� personal injury, or death.
• D o� store or use gasoline or oth�r flam-
ma b�e vapors end Ilquide in the vicinity of
this pr,any other appliance.
• Do r�ot overfire. Ovefiring will void your
warranty.
• Comply with all minimum clearar�ces to
compustlblea as apecifled. Failure ta
comply may cauae house fire.
QWARNINC3
HOT SURFACE81
Screenlmesh, ylase doors
end other aurf�� are hot
during operatlon AND cool
down.
Ho� scroe�mesh and elass doot+s will �ause bu�ns.
• DO NtOT touch screeNmeah or glass doora until
000led
• NEV�R allow cnliaren tc tauch acreeNmesh or glass
dDQrS
• Keep chlldren euvay
� CAREFULLY SUPERVI3E children in same room as
flreplace.
• Alert children and adult� ta hezerde of hiqh
temper'atures.
Hlgh temparaturss may Ignita clothing or other
flammable maLerlala.
• Keep clothing, furniture, draperiee and other
tiemmable materlals awey.
Inatall�tion and aervice of thls nreplace aWARNING
should be performed �y quall�ea personnel.
Hearth & Heme 7eqhnolo�ies suggeats NFI Flro Rlsk
ce�ified or factory-tralned professionals, or • For uae with solid woo� fuel or decorative
Cechniaana.supervieed by an � �as applianoe ony.
NFI csrt'�'ied profeesional. ....�1...,�, � DO NOT instal) unvented gas logs.
Heet � C310 • EXCU►IM-50 • 4Q13-041 • Rev V� 03/09 1
05/12/2009 8:03 FAX 9708279222 wESTER� FIREPLACE 1�0031004
� Installat�on
H E A R T H 6, H O M E Instructions
technologie5° .
Models:
GO�ASP-NG vr Lp� G030SP-NO ur LP
G024SP-IiEM-NO ar LP� G4308P-REM-NG or l.P
0035$P-REM-NG or LP,O040SP-REM-ng or LP TM,,�
G024-iPl-NG o� LP� G03 -- or LP """" �
G03�-IPI-NG or LP, r LP „�,,�,,,,,��,
i�r'�nd Oak Gas Log Sebs
Installetion and servlce cf this
applianoe should be pertormed by
qualmed peraonnel. Hearth 8� Nome
Technologfes auggests NFI certlfied
or factory-tramed professlonals,
� or technicians
supervised by
an NFI certified �
proTessional. '•`�"�'��`'`P
Check with your 14ce1 buliding code agency before you begin installadon to en8ure compllance with local codes, includi��
the need for permita and follow-up Inapec�ions. If yvu encvunter any probiems regerding code approvefa, or if you need
darific�tion of any of the inatructions contained here, cflntact the Technlcal,$BfVIC68 DB�., Nearth & Home Technolo�ies
Inc., 20802 Kensington Blvd., Lakevllle, MN 55044, www.heerthnhome.com.
����C�Ti]
DO NOT DI$CARD TFIIS MANUAL � �!
• Important opersting • Read, understand � Leave this menual with �/�
and m�intenance and follow these party reaponaible for '�C �O�► .
� instructlons included. inatructiona for safe, use and operativn.
inetallation end �4. r
___��.__ w 1
� WARNING
If the informafilon In th�v Instruc-
tivns Is not followed exactly..a
flre may result ceusing property
damage, personal injury, or death.
• Oo not store or use gasoline or other tlam-
mable vspora and liquids in the vicinity of
this or any other �ppliance.
• Wh�t to do If you B�nell gas:
- Do not try to Ilght any appllance.
- Do not touch any el�ctricel switch, Do not
e�se any phone in your building.
- l�nmediately call your gas supplier f�om
� nelghbor's phone. Follow the gas
suppller's Instructlons.
- Ifyou cannot reach yourgas auppller, call
the fire department.
Installation and service must be performed
by a qualltled Installer, servlce agency, or
the gas suppller.
Ncte: �An a��ow (y) found in the text eignifies chenee in
A WARNING
HOTI DO NOT TOUCIi.
88VlR! dUItNS MAV FiE8ULT.
CLOTNINp IpNITION MAY RESULT.
Glasa and vther surFaces are hot during
operation and cool down.
• Keep chlldren away.
• GAREFULLY SuPERVISE chlldren In same room as
eppllenCe.
• Alert children ond edulta tn hozarde oi hlgh
tempereturea.
• Do NOT operete wlth protectiv� berriers removed.
• Keep clothing, iurniture, drapertes and other
combustlbles 0woy.
In tha Commonw�elth of Messachusetts:
This applienoe must be instelled by e Ilaenmed plumber
or gas iltter.
The chimney flue damper, when uaed with ges logs, will �'
be welded open or completely removed.
A CO detecto� shell be in�telled In the room where the
applisnce is inat�elled- - —�
content.
Hearth � Home Technqlogiea � Grand Oak Gas Lvg Seta • 4004299 Rev H• 05/08
05/12/2009 08:06 FAX 9708279222 wESTERN FIREPLACE
�o3a-r�1 .
� �� G. Negativa Preasure
Negative presaure resulta from the Imb�l�nce of air avail-
able for the fireplace te o�erete properly. Causes ior thl�
imbalance Include:
• Exhaust tans (kitchen, bath, etc.).
• Range hoods.
• Combustion alr requlrements for fumacee, water heaters
and other combuaGon appliances.
� Clothes dryero,
� Locatlon of return-alr vents tv., furnace or air
condltloning.
� � Imbalanc�s of the HVAC air handlln9 system.
�• upper levef eir leaks: �eoeased lighting, etttc hgtch
opening, duct leaks.
�
�
�ooa�ooa
WARNING
Asphyxlatlon RI9k
jSS This eppliance produces carbon monoxide
, (CO).
� The iree opening areas (in square Inches)
of the chimney damper as shawn In the
following table6 must be met
• User must rnake sur� damper le lodcad
open.
• The installer is respcnslble to ensure
proper venql�tlon of flue gasea befu�e
appuence la used.
Fire needs to dralt p�operly fo� �afe
operatlon.
7able i fo� Factory Bullt Flroplaces
Froe Openlnp Aroe (1118qUete inc�ee) pf Chimney Dompar ior Vendnp oombueaon
Produds twom�Daoarativs AppYancea for Inslaliabon in Solld Foel Buming Finplaca
hlmn�y H oo za m aa oo � a ae �o ao a �o co ao e� eo
�Peet)• LP Gu Natural Oas LP Gu Nrtur�l Gee
1a 36,5 not approved 44.2 not epproved
16 ze.a 39.5 32.2 4�.4
20 22,1 91.2 26.a 87.4
25 18.1 27.3 22.8 31.Z .
30 17.3 24.8 20.4 28.9
35 15.9 22.1 18.9 Z9,3
4a �s.2 20.� �a.� ��.e
Tabie 9 fo� Masonary Bulit Fireplaces
Free Qp�ning Arsa (In aquare Inches) of ChlmneY Demper ta Verttinp
comhuctlon Products from DeCOnadvo Appllonoee tar Instaqailon (n Solld Fuel
hlmney H 00 24 6 S6 00 24 8 3e ao ao a a� t30 3fl 8 40
(��rF�` LP Gn Nsture108A LP Oss Natunl Ws
9 46.2 84 a6.8 71,4
B 46.6 66.7 02.4 86.9
1 � 41.7 74.3 4A.2 60.2
1� 37.7 IB.B 43.2 54.1
20 34,3 da.a 38.8 49.1
30 31.Z 40,3 35.9 44,6
• Helghl IB fnea8ured from th6 heorth !o tha top af the dvmney.
Mlnlmum helpht Is 8 ft
T:ble 3 io� Mlnlmum Flreplace Dlmenslons
Hearth � Home Technolog�ea • Grand Oak Gaa. Log Seta • 4004288 R�v H• OB/08 6
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
,.
TOWNOFYAd, '
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
NDUP
Job Address: 185 FOREST RD VAIL
Location.....: WEST UNIT
Parcel No...: 210107113031
OWNER LUTSEY, THOMAS J. - LUTSEY E 04/13/2009
PO BOX 22074
GREEN BAY
WI 54305-2074
APPLICANT ALLEN'S HEATING, A/C 8 SHEET 04/13/2009 Phone: 303-421-4020
5545 W. 56TH AVE., UNIT B
ARVADA
CO 80002
License: 151-M
CONTRACTOR ALLEN'S HEATING, A/C & SHEET 04/13/2009
5545 W. 56TH AVE., UNIT B
ARVADA
CO 80002
License: 151-M
Phone: 303-421-4020
Desciption: INSTALL BATHROOM VENTILATION, CLOTHES DRYER EXHAUST, RANGE
HOOD VENT.
Valuation: $3,500.00
ALL TIMES
Permit #: M09-0040
Project #:
( ��� -�'-t � �-r
Status . . . : ISSUED
Applied . . : 04/13/2009
Issued . . . 04/13/2009
Expires . .: 10/10/2009
..............................,�......................*......��.*+.........�.....FEE SUMMARY�....>..........+...........,,........................,..........,....._..:..«....,,....
Mechanical Permit Fee---> $80.00 Will Call------------> $4.00 Total Calculated Fees---> $104.00
Plan Check------------------> $20.00 Use Tax Fee------> $0.00 Additional Fees-----------> $55.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> 5159.00
Total Calculated Fees--> $104.00 Payments-----------------> $159.00
BALANCE DUE---------> 50•00
Y`Y'f f'f'/R**f##*RfiRi###�4i4i4#tkt�krt�RY��k�MFfiftk#kft***�F*#f}Yeft}Yt/*******ft**k*�t*f!}�ht******N>R*******ftlr**#**1*****fr**********!<**}**�R***A}R*f}#t**}�!**N*****A41***4!*}k►******►*****k}1t##*Yt#**#Y#*#M
APPROVALS
Item: 05100 BUI�DING DEPARTMENT
04/13/2009 JLE Action: AP
,r���+:+w�:��„rtwx+�i.,'�:��,�,t�,rr�,r���:�,H.���►��:���wi.�����w�►►►w„���►�,r�����.,'�,�����+��,�:����rk:���,r���:��n.:�:,r��►���::�:��,r��:��,�,t������>x�:i.rt��►►�����x►�+rx►,�,t�:���������rtr,rr�r���testr�
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
.....�#....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 - 4 PM. ci�� ��. .s_ /l
�Si na�Owner�
/�.� � .�
Print Name
mechcan ical_permit_041908
� -/.� -� �,�
Date
*******+*+**********************************************************************************
TOWN OF VAIL, COLORADO Statement
+�*****+*+*****************************+***************�*+***********+*******************+**
Statement Number: R090000307 Amount: $159.00 04/13/200911:48 AM
Payment Method: Check Init: SAB
Notation: 6853 ALLEN'S
HEATING, A/C, & SHEET METAL
-----------------------------------------------------------------------------
Permit No: M09-0040 Type: MECHANICAL PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location: WEST UNIT
Total Fees: $159.00
This Payment: $159.00 Total ALL Pmts: $159.00
Balance: $0.00
***************************s*****************�*********************�******************�*****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
CL 00100003123000 CONTRACTOR LICENSES 55.00
MP 00100003111100 MECHANICAL PERMIT FEES 80.00
PF 00100003112300 PLAN CHECK FEES 20.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
- �m ��� `'�- �� .� , � �� �� �� � „-�,��; Department. of Community Developmer���'
� '� � � �" ��, � � - � 75 5outh Frontage Roa�d
�
�' .��� � t� � � � � � �, 3 _ , ' , : - � .�
,� '" "Y � 'i� q� i dk Yy�' °} . . �
'��*��'�,�`° !�' ��'� ;:, ,, � � ,�� ��,�� V�il,-�Qtl.oraC�or $�� t��
�_ ' � ` � � :� E���9�4'�4'� , - � �
�<� , � �� � � �� >
� :. �.
°_
� � t �'�. °�.
,
� �_ ,a � 4: � � �- � . �� �,�� � � x �� ���� F����'�A� � �
�- , ,.
� � -_ � � :� . � � -' � ,, � .� �i��
� , �
4
.,� .� � ;
��� ���� .�t � . � � �� - � .: .�'Web: ww�+i va� � Q � :
,� � �. ,tt
" �� _ _ �� Developmenf �e"�'ar�e�,t�o i�dtn�t� �
-� �, . , . a , v . . �, R . ���� � :c� � � ,.,. � ,u
� .. . , � �
,� , •. � � - � � ,�-� ,�� .�r 3, �
. . s ._'°�._ ^ . �'�p • L
MECHANICAL PERMIT
Boiler/Furnace Applications MUST include:
❑ Mechanical Room Layout/Plan with Dimensions
❑ Combustion Air Duct Size and Location ��,�?�
❑ Flue or Vent Size yj� �
❑ Gas Piping Plan (if applicable) � J
o H e a t L o s s C a l c u l a t i o n s* �
❑ Equipment Cut Sheets for Boiler/Furnace
* Not required for same size (BTU) boile� replacement with no system
changes, or snow melt
Project Street Address: �L
/SS �� �.�7 �P�9 (� U���'
(Number) (Street) (Suite #)
BuildinglComplex Name: �% ��`� �/ � a
Contractor Information:
Company: �/���n� N'r�9�."� ,l�� � d- ,S./i%, ��1/L,
Company Address: SSYS � S��'� /t��'� • ��
City: �'�V� �nv State: GU Zip: �t�v� �"
Contact Name: f7'����1% �� �►,, ri � ��/
Contact Phone: ��o ` :5+�� �
E-Mail _�//�
Town of Vail Contractor Registration No.: �J ��/✓
X ��
Contractor Signature required)
Propertyr Information
Parcel #: � i �% � d ���..� �./ �l
(For parcel #, contact Eagle County Assessors Office at 970-328-8640 or
visit www.eaglecouty.us/patie)
Tenant Name:
(Commercial Properties)
Owner Name: �if o N— �Q S ��'1 ��-� �
Complete Valuation for Mechanical Permit:
Mechanical $: �� ��0' � v
�n�— �'��
�� � la���
Fireplace Applications MUST include:
❑ Equipment Cut Sheets for Fireplaces/Log Sets
(Manufacturer's info showing make, model & approval listing)
Office Use:
Project #:
RJ Q"1 � D �-� y-
Building Permit #: pV �-o � a 3
Mechanical Permit #: 1' l Q- I r � ��
Lot #: � Block #� Subdivision: � i/1.�'� V��� �
Detailed Description of Work: �'�'���'�S 7' ��i2 7�'6��
v�.t�'.� - / ��y�� ����" -- / .��� ���
h� y���
(use additional sheet if necessary)
❑ Gas Piping Included
�f Gas Piping by Others
❑ Wood to Gas Fireplace Conversion
Boiler Location: �j li � /1� ��
r/
Interior ( ) Exterior ( ) Other ( )
Number of Existing Fireplaces:
Gas Appliances Gas Logs Wood/Pellet
Number of Proposed Fireplaces:
Gas Appliances Gas Logs Wood/Pellet
Type of Building:
Single-Family ( ) Duplex�,�j Multi-Family ( ) Commercial ( )
Restaurant ( ) Other ( )
Date Received
����0��
aPR � �3 Zn��
TOWN OF VAIL
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
1�WNOFVAQ, '
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
ADUP
Job Address: 185 FOREST RD VAIL
Location.....:
Parcel No...: 210107113031
OWNER LUTSEY, THOMAS J. - LUTSEY E 11/19/2008
PO BOX 22074
GREEN BAY
WI 54305-2074
APPLICANT ALPINE MECHANICAL 11/19/2008 Phone: 970-926-2412
P.O. BOX 973
AVON
CO 81620
License: 142-P
CONTRACTOR ALPINE MECHANICAL 11/19/2008 Phone: 970-926-2412
P.O. BOX 973
AVON
CO 81620
License: 142-P
Desciption: PLUMBING AND GAS PIPING FOR REMODEL
Vatuation: $65,500.00
Permit #:
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires . .:
P08-0154
PRJ07-0474
ISSUED
11/19/2008
11 /20/2008
05/19/2009
...x«...:,........,��........��.......,......«.+..,......,.......t�...�..........�.. FEE SUMMARY .................,�.......................»..,..,.,.......,.......+.................
Plumbing Permit Fee---> $990.00 Will Call------------------> $4.00 Total Calculated Fees---> $1,241.50
Plan Check----------------> $247.50 Use Tax Fee------------> $0.00 Additional Fees------------> $0.00
Investigation--------------> $0.00 TOTAL PERMIT FEES--> $1,241.50
Total Calculated Fees--> $1,241.50 Payments-------------------> $1,241.50
BALANCE DUE-----------> $0.00
.......,...�# .............................,�.....,�...�..,.,,�.�....«.�......»..,.,.,.,...«.............:...:..............*............�....:�..>..>......«.....,,«...>...............,......
APPROVALS
Item: 05100 BUILDING DEPARTMENT
11/19/2008 JLE Action: AP
x44trx1rfrt V fhRf�t�kwY'kfil'M'#fYeYeillr�FYe1(�Ri1'rt1#t#f`tt/r1iLf4R4ikt}41`1r44t4ff+�'4f+e�t�F'RitKfrMiM+trwithwfii#rtMYrk'kwtrtwiM#wwtil'Yn1'YrYYrt�RYIY'rt�kw*rtf1`fJ�4rtttMNf441`4t4###**i4*f#tki!##�4trxRftwRRlrfRf�xx4f�Rf1r�4+l4�fff��Mt+tfte4lr�Rff
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
..,..»...« .............,...,..<..««.«..,......,........�.............�..�...,�...:�...�.............���..........at....»..»..*....+...»........�..»....«...............��.�.................
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.
REQUE OR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM - PM. C�� C�/�' %
Signature of Owher or Contractor
� ,�-! �� J �
Print Name
plmbpermtl_041908
Date
*****************************+************+*******************+*****************************
TOWN OF VAIL, COLORADO Statement
******************�*************�*********************************+�*****�******************
Statement Number: R080002243 Amount: $1,241.50 11/20/200801:34 PM
Payment Method: Check Init: DDG
Notation: Alpine
Mechanical 9424
-----------------------------------------------------------------------------
Permit No: P08-0154 Type: PLUMBING PERMIT
Parcel No: 2101-071-1303-1
Site Address: 185 FOREST RD VAIL
Location:
Total Fees: $1,241.50
This Payment: $1,241.50 Total ALL Pmts: $1,241.50
Balance: $0.00
**************�***************************+***************�********�************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 247.50
PP 00100003111100 PLUMBING PERMIT FEES 990.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
APPLiCATiON WiLL NOT BE ACCEPTED iF INCOMPLPEOje t#NSIGNEDnn ,Q�^ ����
r fw
Building Permit #: ��, -�Q�2,
�� Plumbing Permit #: �Q4� n 1S�F
�� t�� �el�� � 970-479-2149 (Inspections)
41 1`
75 S. Frontage Rd.
Vail, Colorado 81657
Plumbing Contractor:
�L}�i ,u z �r, �c
E-Mail Address:
Contractor Signature:
TOWN OF VAIL PLUMBING PERMIT APPLICATION
CON�RACTOR INFORMATION
Town of Vail Reg. No.: Contact Person and Phone #'s
�C/-�L % Z -- f �/'�" (�4 _
Fax #: Z � - �-�//Z
� ��,�
PLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ �.�, ���
Contact Ea /e Coun Assessors O�ce at 970-328-8640 0� visit www, ea /e-coun , com for Parce/ #
Parcel # � .�
Job Name: Job Address:
�-C,rTS'� �'Y � ,�; � � �" /�t.+��.��
Legal Description Lot: Block: Filing: Subdivision:
Owners Name: Address: Phone:
Engineer: Address: Phone:
Detailed description of work:,. �
Y�L �'�� �1 �i,z'� �,�- ��S � /�..i��.
Work Class: New ( �Addition ( ) Alteration ( ) Repair ( ) Other ( )
Type of Bldg.: Single-family ( ) Duplex (1� Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 'li No. of Accommodation Units in this building:
�**��*��****�******�******�*�*��***�***FOR OFFICE USE ONLY*******�*************�****�:�******��*
er
,v:
I r a `� ( . S�O
I�
Date:Recei"ved: __ � I� M �
�
� NOV 1 9 2008 I
TOWN QF VAI�.
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12-02-2009
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Requested Inspect Date: Thursday, December 03, 2009
Inspection Area: SH
Site Address: 185 FOREST RD VAIL
WEST SIDE
A/P/D Information
Activity: E08-0196 Type: B-ELEC Sub Type: ADUP
Const Type: Occupanc�y: Use:
Owner: LUTSEY, THOMAS J. - LUTSEY ENTERPRISES
Contractor: HOEHN ELECTRIC OF COLORADO Phone: (970) 343-2072
Description: TEMP POWER AND WIRING FOR WEST SIDE OF DUPLEX
Requested Inspection(s)
Item: 190 ELEC-Final
Requestor: HOEHN ELECTRIC OF COLORADO
Comments: 343-0601
Assigned To: J NDRAGON
Action: Time Exp:
G�-�
Item: 110 ELEC-Service " Approved `"
r: SHAHN
Com
Page 18
Status: ISSUED
Insp Area: SH
Requested Time: 03:00 PM
Phone: 507-833-5121 -or- 970-343-
0601
Entered By: JMONDRAGON K
Action: PA PARTIAL APPROVAL
Action: CR CORRECTION REQUIRED
IONS NEC �200 66 3�)PE 2) AT 807H SUB PANEL�, BOND
(EXCEPTION). 400A SERVICE. TO THE GROUNDING ELECTRODE. NEC 250.32B
Item: 120 ELEC-Rough "* Approved *'
06/25/09 Inspector: shahn Action: AP APPROVED
Comment:
Item: 130 ELEC-Conduit *" App�roved ""
09/17/09 Inspector: MDENNEY Action: PA PARTIAL APPROVAL
Comment: 2- Z" CONDUITS FROM PEDESTAL TO HOUSE.
10/13/09 Inspector: MDENNEY Action: AP APPROVED
Comment: EXTERIOR STEP LIGHTS.
Item: 140 ELEC-Misc.
Item: 190 ELEC-Final
REPT131
Run Id: 10726
A09-0023: Entries for Item:538 - FIRE-FINAL C/O 13:32 02/01/2013
Action Comments By Date Unique_
Ke
AP JJR 12/09/2009 A000130
439
Total Rows: 1
Page 1
B08-0093: Entries for Item:540 - BLDG-Final C/O 13:33 02/01/2013
Action Comments By Date Unique_
Ke
DN Awaiting PW approval Martin 09/08/2010 A000136
306
AP Martin 09/23/2010 A000136
755
Total Rows: 2
Page 1
F09-0014: Entries for Item:538 - FIRE-FINAL C/O 13:33 02/01/2013
Action Comments By Date Unique_
Ke
qp JJR 12/09/2009 A000130
440
Total Rows: 1
Page 1
Action
CR
M08-0298: Entries for Item:390 - MECH-Final 13:33 02/01/2013
By Date
cg 12/0'
FROM 5/22/09 INSPECTION. NEED TO
REINSPECT BOILER TERMINATIONS
2) FIRESTOP ALL PIPING LEAVING BOILER
ROOM. 1 HOUR ROOM IS REQUIRED,
BOILER IS OVER 400,000 BTU
AP CORRECTIONS COMPLETE cg
Total Rows: 2
Page 1
179
12/10/2009 A00
469
M09-0040: Entries for Item:390 - MECH-Final 13:33 02/01/2013
Action Comments By Date Unique_
Ke
CR BATH FANS AND KITCHEN HOOD OKAY cg 12/02/2009 A000130
1) CHECK CLOTHES DRYER BOOSTER 247
FAN OPERATION WHEN CLOTHES DRYER
IS INSTALLED,
2) CHECK NO SCREEN AT CLOTHES
DRYER TERMINATION
3) CRAWL SPACE WILL BE CONDITIONED,
NO VENTILATION PER CONTRACTOR
AP CORRECTIONS COMPLETED cg 12/10/2009 A000130
468
Total Rows: 2
Page 1
M09-0064: Entries for Item:390 - MECH-Final 13:33 02/01/2013
Total Rows: 2
Page 1
P08-0154: Entries for Item:290 - PLMB-Final 13:34 02/01/2013
Action Comments By Date Unique_
Ke
CR 1) DISHWASHER DRAINS TO BE cg 12/01/2009 A000130
INSTALLED AND CLAMPED TO 180
STANDPIPE, 1" AIR GAP
2) BACKFLOW DEVICES TO BE TESTED,
CERTIFIED AND TAGGED
3) BBQ GAS PIPE STUB TO BE
SLEEVED/WRAPPED AT MASONRY WALL
4) BACKFILL GAS PIPE SERVICE LINE AT
ENTRY INTO HOUSE. 18" MINIMUM
COVER REQUIRED
5) FIREPLACE SHUT-OFF GAS KEYS
MISSING
6 SUPPORT GAS METER AT STONE WALL
CR OKAY FOR TCO. cg 12/10/2009 A000130
ITEMS 4 AND 5 FROM PREVIOUS LIST TO 470
BE COMPLETED FOR FINAL:
qp Martin 09/23/2010 A000136
763
Total Rows: 3
Page 1