HomeMy WebLinkAboutB09-007106-20-2011 Inspection Request Reporting Page 1
4:36 pm Vail, GO - G� �f
Requested Inspect Date
Inspection Area
Site Address
A/P/D Information
Activity: 609-0071 Type: A-MF
Const Type: Occupancy:
Owner: RAMS-HORN LODGE
Contractor: G.E. JOHNSON CONSTRUCTION
CG sday, June 21, 2011
416 VAIL VALLEY DR VAIL
RAMS-HORN LODGE
Description: MAJOR INTERIOR REMODEL AND ADDITION
Requested Inspectionls)
Item:
Requestor:
Comments:
Assigned To:
Action:
Inspection Historv
540 BLDG-Final C/O
See conditions of TCO
JMONDRAGON
Time Exp:
Sub Type: AMF
Use: VA
Phone: 970-845-0272
Status: ISSUED
Insp Area: CG
Requested Time: 08:00 AM
Phone:
Entered By: MHAEBERLE K
I
�
� �
Item: 501 PW-Access/Staging/Erosion ** Approved ""
11/05/10 Inspector: Is Action: AP APPROVED
Comment:
Item: 10 BLDG-FOOTING
02/04/10 Inspe�ctor: JRM Action: DN DENIED
Comment: DENIED.. NO APPROVED PLANS PROJECT UNDER REVISION PLAN REVIEW....
Item: 20 BLDG-Foundation/Steel
Item: 21 PLAN-ILC Foundation Plan ** Approved "'
05/26/10 Inspector: Warren Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing ** Approved **
02/24/10 Inspector: CG Action: CR CORRECTION REQUIRED
Comment: PARTIAL GAME ROOM/MECHANICAUSTORAGE LOWER LEVEL LID. REINSPECTION
REQUIRED ONCE TRADES ARE ROUGHED IN.
1) NEED TO HAVE REVISED STRUCTURAL PLANS FOR EXISTING CONDITIONS AND
END WHERE JOISTS ARE CUT AND STEEL BEAM IS NOT CONTINOUS.
2) ADD TRIPLE LVL AT 2 LOCATIONS AS SHOWN ON PLANS
)
ALSO
L����
3 CHECK ON FIRE RATED LID ASSEMBLY, PREROCK/INSULATION MAY BE NECESSARY
BEFORE HANGING PIPES
4) BLOCK AT JOIST BEARING POINTS ON STEEL BEAM AT WEST END
04/08/10 Inspector: cg Action: CR CORRECTION REQUIRED
Comment: GAF R S�TOP ABdVEECEI LN � AT RA ED WALES 08
2 COMPLETE FRAMING AT EAST CORNER
3 DROP CONDUIT AT ALLOW FOR 2 LAYERS OF DRYWALL
4 ALL MEP ROUGH INSPECTIONS AND FIRE DEPT INSPECTIONS REQUIRED PRIOR TO
INSULATION.
04/20/10 Inspector: JRM Action: DN DENIED
Comment: CANCELED BY GC.. AWAITING MORE ITEMS TO BE DONE
04/22/10 Inspector: JRM Action: PI PARTIAL INSPECTION
Comment: APPROVED EHU FRAMING„ VERIFIED WINDOW R VALUE .35
05/06/10 Inspector:. Martin Action: PA PARTIAL APPROVAL
Comment: Fire stopping in ski room
05/19/10 Inspector: 1Vlartin Action: PA PARTIAL APPROVAL
Comment: Decks and Ceilings joist
REPT131 Run Id: 13214
l� ear v`1 �vo c> �(
It�OTE: TH/S PLRM/T MUST BE POSTED ON JOBSITE AT ALL TIMES
,.
TOWNOF VAQ, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B09-0071
Project #: PRJ07-0233
Job Address: 416 VAIL VALLEY DR VAIL
Location......: RAMS-HORN LODGE
Parcel No....: 210108258024
d��c �I1����E ri�i�c� 5, $w�K3, wrA
OWNER RAMS-HORN LODGE 04/29/2009
416 VAIL VALLEY DR
VAIL
CO 81657
l(�RM�S �nRl�
APPLICANT G.E. JOHNSON CONSTRUCTION 04l29/2009 Phone: 719-473-5321
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
CONTRACTOR G.E. JOHNSON CONSTRUCTION 04/29/2009 Phone: 970-845-0272
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
Description:
MAJOR INTERIOR REMODEL AND ADDITION
Occupancy: R2
Type Construction:VA
Status . . : ISSUED
Applied . . : 04/29/2009
Issued . .. : 05/18/2010
Expires . ..: 01/24/2010
Valuation: $14,802,663.00
Total Sq Ft Added: 14904
.....,,....,<,<...,.,..,,...,� ................>...........,............<.»....... FEE SUMMARY .......,.,�,...�,.<.,,.................,,,,......,..,...,,.».«........,..<,..,....,
Building Permit Fee------> $55,989.70 Will Cal Fee---------------------> $4.00 Total Calcuiated Fees-------------> 404,629.27
Plan Check--------------------> $36,393.31 Use Tax Fee---------------------> 295,853.26 Additional Fees-----------------------> $64,136.88
Add'I Plan Check Hours-> $1,485.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> 468,766.15
Investigation-----------------> $0.00 Recreation Fee-----------------> $14,904.00
Payments-------------------------------> 468,766.15
Total Calculated Fees--------> 404,629.27 BALANCE DUE------------------------> $0.00
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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
8:00 AM - 4:00 PM.
Signature of
,,.��.:
Print Name /
bld_a It_construction_permit_041908
� ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
5 i� ��
�ctor Date
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APPROVALS
Permit #: B09-0071 as of 05-18-2010 Status: ISSUED
.............�...,,..,,..,,,.,.,...,...,.,..,..,.....,.........,...,....»»....,...�.,....,,,.....x3....,.....,....,.��,...,x,..x�..>.�,..,....,,..,.,....,>...,..,.....,,.......,.....
Item: 05100 BUILDING DEPARTMENT
05/26/2009 CG Action: DN plan review
comments sent 5/26/09
F:\C Dev\CH RIS\PERMIT. COMMENTS\B09-0071 \B09-0071. DOC
07/08/2009 cg Action: DN SECOND CHECK PLAN
REVIEW COMMENTS SENT FOR OUTSTANDING ITEMS.
F:\C Dev\CH RIS\PERMIT.COMMENTS\B09-0071 \609-0071. DOC
07/21/2009 cg Action: AP APPROVED PLANS
ADDRESSING SECOND CHECK COMMENTS
02/10/2010 CG Action: AP APPROVED REVISED
PLANS THROUGH ASI 13. PLAN SET RE-ISSUED TO GE JOHNSON
02/12/2010 CG Action: AP SEND COMMENTS FOR
ASI 14-22.
02/22/2010 CG Action: AP APPROVED REVISIONS
THROUGH ASI 22
05/17/2010 cg Action: AP APPROVED REVISIONS
THROUGH ASI 36
Item: 05400 PLANNING DEPARTMENT
05/13/2009 Warren Action: CR Comments provide
to Chris Gunnion. Concerns ridge height, pool/spa
configuration, and plantings off property.
06/26/2009 Warren Action: CR Please provide the
Town with an understanding of how the trash enclosure and
certain elements of the structure which approach the
eastern property line will be constructed. Will
permission from All Seasons be requested for construction
access? This information is requested so staff can have a
better understanding of the methods to be used.
07/06/2009 Warren Action: AP The applicant
provided detail on the trash enclosure and stair tower
construction adjacent to the property line. The aplicant
has not provided proof of ability to access adjacent
property to construct these elements.
10/02/2009 Warren Action: AP The plan to
perform demolition on the south portion of the building
and reconstruct the walls in the same configuration and
elevation is approved. The plan is dated September 30,
2009.
10/30/2009 Warren Action: AP Revisions dated
October 14, 2009 recieved on October 23, 2009, are
approved by Planning.
01/12/2010 Warren Action: AP The plans
submitted under ASI#13 are approved by planning.
02/10/2010 Warren Action: AP ASIs 196, 20, 21,
and 22 are approved.
02/11/2010 Warren Action: AP ASIs14 through 19A
have been approved by Planning.
02/26/2010 Warren Action: AP ASI's 23, 24, 25,
26, 27, and 28 are approved by planning.
04/15/2010 Warren Action: AP ASI's 32. 33, 34,
and 33A have been approved by planning.
05/10/2010 Warren Action: AP ASIs 35 and 36 are
approved by planning.
Item: 05600 FIRE DEPARTMENT
05/20/2009 mvaughan Action: DN 1. Fire protection
engineer not listed in spec manual. Required.
bld_alt_construction_perm it_041908
2. Fi:e Department access and staging not shown.
3. Fire department connections and hydrants not shown.
4. Egress plan is not approved as submitted.
5. Specification manual is not approved.
6. Fire sprinklers, alarm system, or standpipes shown on
plan.
7. Roof hatch detail not found. Must meet VFES
ladder specifications.
8. materials for siding above 35' are not clarified
clearly.
9. Resubmittal required.
07/23/2009 McGee Action: AP Approved based on
letter of commitment from Fritzland Pierce Arch. dated
07/22/09:
11/24/2009 mvaughan Action: AP revision dated
10/23/09. Change to south side structure.
Item: 05500 PUBLIC WORKS
07/02/2009 TK Action: CR Comments sent to
Andy Sandoval with GE Johnson on 7/2/09
07/27/2009 tk Action: AP Approved with
conditions:
1. Pedestrian easement to Town prior to
TCO
2. Traffic impact fee paid to Town of $26,000 prior
to TCO
3. No landscape greater than 3' in height shall be
planted along the WD curve as per sight triangle.
Item: 05101 BUILDING DEPT REVISION
10/02/2009 Martin Action: AP Approved
additional demo of Suites 3,7, and 12
12/30/2009 cg Action: CR REVISIONS NOT
SUBMITTED FOR LATEST CHANGES UP TO ASI 13. GE JOHNSON TO
SUBMIT COMPLETE SETS OF PLANS SHOWING ALL CHANGES TO
DATE. SPOKE WITH ANDY AT GE JOHNSON. HE WILL SUBMIT PLANS
01/12/2010 CG Action: CR
F:\CDev\CH RIS\PERMIT.COMMENTS\609-0071 \B09-0071. DOC
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See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
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CONDITIONS OF APPROVAL
Permit #: 609-0071 as of 05-18-2010 Status: ISSUED
....,,x,.,,,« ................�,��x»»,>.x,x.,.»...,...,..,,,,.,.,.�..,,,.,�....,...,...>,,,,...��,.....,,,,»,.....,.....,�..,,.>..,.,.......<,�,.,.,......<..�<,,........<..�......
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0010870
SPECIAL INSPECTIONS REQUIRED PER SPECIAL INSPECTION POLICY
AND IBC CH 17
Cond: CON0010871
SEE PLANS FOR LIST OF DEFFERRED SUBMITTAL ITEMS
Cond: CON0010872
SIGNAGE AND STRIPING OF VAN ACCESSIBLE PARKING SPACE SHALL
COMPLY WITH ANSI 117.1 1998
Cond: CON0010881
Pedestrian easement shall be granted to the Town prior to
TCO, as per the comment letter dated 7/2/09.
Cond: CON0010882
Traffic Impact fee of $26,000 shall be paid prior to TCO.
Cond: CON0010883
No landscape greater than 3' in mature height shall be
planted along the Vail Valley Drive curve as per sight
triangle.
Entry: 08/07/2009 By: TK Action: AP
Updated Building Plan sheet L-102 shows compliance to
this condition.
bld_alt_construction_perm it_041908
***********************************************************+********************************
TOWN OF VAIL, COLORADO Statement
****+******************************************************************+********************
Statement Number: R100000492 Amount: $825.00 05/18/201009:42 AM
Payment Method: Check Init: JLE
Notation: 43880 GE
JOHNSON
-----------------------------------------------------------------------------
Permit No: B09-0071 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-5802-4
Site Address: 416 VAIL VALLEY DR VAIL
Location: RAMS-HORN LODGE
Total Fees: 468,766.15
This Payment: $825.00 Total ALL Pmts: 468,766.15
Balance: $0.00
*****************************�**************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 825.00
-----------------------------------------------------------------------------
********************�*******+**************************************************************�
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R100000019 Amount: $64,136.8801/11/201004:06 PM
Payment Method: Check Init: LC
Notation: #13265/Rams
Horn Lodge Condo Assoc
-----------------------------------------------------------------------------
Permit No: B09-0071 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-5802-4
Site Address: 416 VAIL VALLEY DR VAIL
Location: RAMS-HORN LODGE
Total Fees: 467,391.15
This Payment: $64,136.88 Total ALL Pmts: 457,053.05
Balance: $10,338.10
*********************************************************�**********************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
FL 11000003113300, C HOUSING FEE IN LIEU 64,136.88
TRANSMITTAL FORM
Revision Submiftals:
1. "Field Set" of approved plans MUST accompa�y revisions.
2. No further inspections will be performed unfil fhe revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions ace $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to:
��9' - O�? I
AtEention• (� Revisions
�� _ �% v �� � ( ) Response to Corredion Letter
Cr ,____attached copy� of correction.letter
( ) Deferred Submittal
( ) Other
Project Street Address:
_ ......
�_ �1,-�� 1 1� L -�.., ��
(Nwmber) (Streetj
(Suite #)
Building/Complex Name: _ v�� — � ,(� �
Contra ctor lnform�'on: 1
_ _ -�
Company: _ (.� '� ^ �l SC� �1
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Com an Address: � � �� 5'� �v�
f City: �U C�. �/- �j State: �� Zip: �� ��
Contact Name: ���o v4 (
Contad Phone: __ �? v - � %�i - Z �Z �
E-Mail ,1G•-� c(��vc. ( G� �p �C i��i �._ S v �I . C o-`�
Town of Vail
Contractor Signatur� (required)
ivo._ _ l Z ;� -�
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REVISED ADDITIONAL VALUATfONS (Labor � Materials)
(DO NOT include original valuation)
Building:
Plumbing:
Electrical:
$ _�^.
$ �
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Mechanical: � �
Total: $ �
� Description / List of Changes: r
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(use additional sheet if necessary)
Date Reeeived:
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MAY � 4 2010
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FZevision Submittals:
1. "Field Set" of approved plans MUST accompany revisions.
2. No fu�ther inspections will be perFormed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to:
�D�1-o�� !
Attention: ('� Revisions
�`�_ � O Response to Correction Letter
�V�J'� S��V'�� o r1 attached cop� of correction letter
( ) Deferred Submittal
( ) Other
Project Street Addres :
� �� � 1„ � � � I �, � (' Description I List of Changes:
—�� �(Number) {Street) (Suite #) _/-t� � \ c5 ��, � � � 3�� � /-►�
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Bu�lding/Complex Name: �c .9 )� '1
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! Contractor Inform�tion�
' Company: V L- U��t�t 80�
Company Address: �� /�- ��5 u.G�� �✓e �i"e 7i
City: C� . � C 5 State: �� Zip: �� d_
Contact Name: ��tct'e�
�ontact Phone: � 7fi ' �%�O ` Z SZ�_
E-Mail �G✓1 �Dvc, tC� f.J G��O�n�o�t .� p-H
Tawn of Vail Contrac r R i tra ' n No.: �Z �'/-t�
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Contractor igna ur (required)
REVISED ADDITIONAL VALUATIONS (Labor 8� Materials) ���
(DO NOT include original valuation)
Building: $ '
Plumbing: $
Electrical: �
MechanicaL $
Total: $ �
(use additional sheet if necessary)
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Date Received:
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TRANSMITTAL F4RM
Revision Submiftals:
L"Field Set" of approved pfans Mt.:ST accompany revisions.
2. f�fo furthe� inspections wiil be Ex�tormed untit the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are ,,5a.00 per hour (2 �hour minimum), and are due upon issuance.
Permit #(s) information applies ta: 'gttenGon: () Revisions
� � �{ — �JCJ 7I �"I /� . ( ) Response to C�rreciion f_etter
i _. `—Y-YI r'� � �"jC�'''1 � t%`"t ^attached copy� of correction 1ette�
� ( ) Deferred Submittal
- — ( ) Other
Praject Street Address: ��
� "�_ _ �/ �%t t � ��e� � � C�; I�.J (' � � � DescriRtion / List of Changes:
(►lumber) (Street) (Suite #) �� S �, ` � �.� � ,�j (� x � �
Building/Complex Name: _ ��,��5 �;,�:--�
Contractor Inform faon:
CompanY: ('� �-- J Ciilc�Sc� n Ct��25 ��' °� t,}., �
; Company Address: �� �(,�.. (� �r,. (�� f�c ,� j ��
City: ,%'' 1�j State: �_ Zip: C�' `�l G�
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Contact Name: ��G��� ��1�1'�vr��
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Contad Phone: _�=:� _ 2��
E-Mail -`JCc 1G�C3c,�c��C� �;; G;C � ���� ���l r_CCr�1
Town of Vail
Contractor Signa�u� (required)
n�o.: � Z `� —1�-
REVISED ADDITIONAL VALUATIONS (Labvr 8� Materials) �(use additional sheet if necessary)
(DO NOT include original valuation) i
� Building:
; Plumbing:
Electrical:
Mechanical:
Total:
$.
$
$ __ l J
Date
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MAR � 4 10it�
TOWN C�� `V,AiL
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TRANSMITTAL FORM
ent of Commun'it
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� Vail;°�
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, �� _
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions.
2. No further inspections will be perFormed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) Anformation applies to:
�,
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ntaqe Roa
Attention: (yj Revisions
,^ ( ) Response to Corredion Letter
-� r' `'�' �'1 ^attached cop� of correction )etter
( ) Deferred Submittal
( ) Other
Project Street Address: �
�'� 1� �� p�l �. ,D(' Description / List of Changes:
(Number) (Street) (Suite #) � � � `5 �3 � � Z j Z�p Z 7
Building/Complex Name: �h 5 - �tp f � �G� � ���� � �
` Contractor fnformation:
�� Company: CJ� Jc��S 0� �v�l ty-� �+� a�
Company Address: �� C.r�S ST �T(7�
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� City: �' z__y7�_ State: � Zip: �"- I ��
`Contact Name: _ l►r�h �,��O�C �
Contact Phone: i)%�j `� Sz 3
E-iVi�ll J�Y•CO�a� C, <( � Olnns D'1 �1%' �
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Town of Vail Con ract e ration No.: (��—�
X
Contractor Sign ture (required)
REVISED ADDITIONAL VALUATIONS (Labor 8� Materials)
(DO NOT include original valuation)
Building: � �
Plumbing:
Electrical:
Mechanical:
Total:
$ ��
$__ �
$ �
$
CLC.l�-��Cc..�. a�l p/� i1 ��hs
�i a%a, tc� /��� %aW I K �� o �'
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(use additional sheet if necessary)
Date Received:
� � � � 0 V �
FEB 2 5 2010
TOWN C�F,V'AIL �N
NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
- ,.
�ow�oFynn; '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.4792452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT
Job Address: 416 VAIL VALLEY DR VAIL
Location......: RAMS-HORN LODGE
Parcel No....: 210108258024
OWNER RAMS-HORN LODGE 04/29/2009
416 VAIL VALLEY DR
VAIL
CO 81657
APPLICANT G.E. JOHNSON CONSTRUCTION
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
CONTRACTOR G.E. JOHNSON CONSTRUCTIO�
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
Description:
MAJOR INTERIOR REMODEL AND ADDITION
Occupancy: R2
Type Construction:VA
04/29/2009 Phone: 719-473-5321
04/29/2009 Phone:970-845-0272
Permit #:
Project #:
Valuation
Total Sq Ft Added
Status . . :
Applied . . :
Issued . .. :
Expires . ..:
B09-0071
PRJ07-0233
ISSUED
04/29/2009
02/11 /2010
01 /24/2010
$14,802,663.00
14904
...�........�..........,..�>,....x.,..,..>.��.�.<...,,�.�....�..��.�.,,......�..,� FEE SUMMARY .....,.>.......<....<.....«�.���,,........�,..» ................,,.,,...............
Building Permit Fee------> $55,989.70 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> 403,804.27
Plan Check--------------------> $36,393.31 Use Tax Fee---------------------> 295,853.26 Additional Fees-----------------------> $64,136.88
Add'I Plan Check Hours-> $660.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> 467,941.15
Investigation-----------------> $0.00 Recreation Fee-----------------> $14,904.00
Payments-------------------------------> 467,941.15
Total Calculated Fees--------> 403,804.27 BALANCE DUE------------------------> $0.00
._,..,, .................==<x..,,....,,.,.,........»».,.....,,..,,,<.,,,.,..,......,...,.<,..,»,..,,�«....,.<...,.�„�..,.<.......................�.,,.....,.,....,.,.,,.>...,<.,..........
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSP
8:00 AM - 4:00 PM.
Signature
Print
bld_alt_construction_perm it_041908
MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
%�
� zZ/�
Date
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APPROVALS
Permit #: B09-0071 as of 02-22-2010 Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
05/26/2009 CG Action: DN plan review
comments sent 5/26/09
F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0071\B09-0071. DOC
07/08/2009 cg Action: DN SECOND CHECK PLAN
REVIEW COMMENTS SENT FOR OUTSTANDING ITEMS.
F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0071\B09-0071.DOC
07/21/2009 cg Action: AP APPROVED PLANS
ADDRESSING SECOND CHECK COMMENTS
02/10/2010 CG Action: AP APPROVED REVISED
PLANS THROUGH ASI 13. PLAN SET RE-ISSUED TO GE JOHNSON
02/12/2010 CG Action: AP SEND COMMENTS FOR
ASI 14-22.
02/22/2010 CG Action: AP APPROVED REVISIONS
THROUGH ASI 22
Item: 05400 PLANNING DEPARTMENT
05/13/2009 Warren Action: CR Comments provide
to Chris Gunnion. Concerns ridge height, pool/spa
configuration, and plantings off property.
06/26/2009 Warren Action: CR Please provide the
Town with an understanding of how the trash enclosure and
certain elements of the structure which approach the
eastern property line will be constructed. Will
permission from All Seasons be requested for construction
access? This information is requested so staff can have a
better understanding of the methods to be used.
07/06/2009 Warren Action: AP The applicant
provided detail on the trash enclosure and stair tower
construction adjacent to the property line. The aplicant
has not provided proof of ability to access adjacent
property to construct these elements.
10/02/2009 Warren Action: AP The plan to
perform demolition on the south portion of the building
and reconstruct the walls in the same configuration and
elevation is approved. The plan is dated September 30,
2009.
10/30/2009 Warren Action: AP Revisions dated
October 14, 2009 recieved on October 23, 2009, are
approved by Planning.
01/12/2010 Warren Action: AP The plans
submitted under ASI#13 are approved by planning.
02/10/2010 Warren Action: AP ASIs 196, 20, 21,
and 22 are approved.
02/11/2010 Warren Action: AP ASIs14 through 19A
have been approved by Planning.
Item: 05600 FIRE DEPARTMENT
05/20/2009 mvaughan Action: DN 1. Fire protection
engineer not listed in spec manual. Required.
2. Fire Department access and staging not shown.
3. Fire department connections and hydrants not shown.
4. Egress plan is not approved as submitted.
5. Specification manual is not approved.
6. Fire sprinklers, alarm system, or standpipes shown on
plan.
7. Roof hatch detail not found. Must meet VFES
ladder specifications.
bld_alt_construction_perm it_041908
8. materials for siding above 35' are not clarified
clearly.
9. Resubmittal required.
07/23/2009 McGee Action: AP Approved based on
letter of commitment from Fritzland Pierce Arch. dated
07/22/09:
11/24/2009 mvaughan Action: AP revision dated
10/23/09. Change to south side structure.
Item: 05500 PUBLIC WORKS
07/02/2009 TK Action: CR Comments sent to
Andy Sandoval with GE Johnson on 7/2/09
07/27/2009 tk Action: AP Approved with
conditions:
1. Pedestrian easement to Town prior to
TCO
2. Traffic impact fee paid to Town of $26,000 prior
to TCO
3. No landscape greater than 3' in height shall be
planted along the WD curve as per sight triangle.
Item: 05101 BUILDING DEPT REVISION
10/02/2009 Martin Action: AP Approved
additional demo of Suites 3,7, and 12
12/30/2009 cg Action: CR REVISIONS NOT
SUBMITTED FOR LATEST CHANGES UP TO ASI 13. GE JOHNSON TO
SUBMIT COMPLETE SETS OF PLANS SHOWING ALL CHANGES TO
DATE. SPOKE WITH ANDY AT GE JOHNSON. HE WILL SUBMIT PLANS
01/12/2010 CG Action: CR
F:\CDev\CH RIS\PERMIT. COMMENTS\B09-0071 \B09-0071. DOC
......................>..,,.x,.,.,....,�........,...,,<.,..�>,.,.........,�....,...,,,..,,,,.....«.,..�,�.....�.........,>�.,.,�,......�,,...,.......................,,.,,.,..,,....
See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
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CONDITIONS OF APPROVAL
Permit #: 609-0071 as of 02-22-2010 Status: ISSUED
...,< ................�...�....,..�..,.,.....�.��.......,<.,>.x��.......,..,,......,.....,........,�....�...�.,,.<...�.�,..�.....,..,�,.��,....,.,,,,�.....»>��><,,..,........,�.....
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0010870
SPECIAL INSPECTIONS REQUIRED PER SPECIAL INSPECTION POLICY
AND IBC CH 17
Cond: CON0010871
SEE PLANS FOR LIST OF DEFFERRED SUBMITTAL ITEMS
Cond: CON0010872
SIGNAGE AND STRIPING OF VAN ACCESSIBLE PARKING SPACE SHALL
COMPLY WITH ANSI 117.1 1998
Cond: CON0010881
Pedestrian easement shall be granted to the Town prior to
TCO, as per the comment letter dated 7/2/09.
Cond: CON0010882
Traffic Impact fee of $26,000 shall be paid prior to TCO.
Cond: CON0010883
No landscape greater than 3' in mature height shall be
planted along the Vail Valley Drive curve as per sight
triangle.
Entry: 08/07/2009 By: TK Action: AP
Updated Building Plan sheet L-102 shows compliance to
this condition.
b Id_a It_con stru ction_pe rm it_041908
********************+*******************++*********************************************+**+*
TOWN OF VAIL, COLORADO Statement
+*+*********************************�*+*********************************+*******************
Statement Number: R100000136 Amount: $550.00 02/23/201005:04 PM
Payment Method:Credit Crd Init: SAB
Notation: andrew
sandoval-visa
-----------------------------------------------------------------------------
Permit No: B09-0071 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-5802-4
Site Address: 416 VAIL VALLEY DR VAIL
Location: RAMS-HORN LODGE
Total Fees: 467,941.15
This Payment: $550.00 Total ALL Pmts: 467,941.15
Balance: $0.00
***************************************************�****************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 550.00
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
,.
�ow�oFVi� �
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.4792139, f. 970.4792452, inpsections 970.4792149
ADD/ALT MF BUILD PERMIT Permit #: B09-0071
Project #: PRJ07-0233
Job Address: 416 VAIL VALLEY DR VAIL
Location......: RAMS-HORN LODGE
Parcel No....: 210108258024
OWNER RAMS-HORN LODGE 04/29/2009
416 VAIL VALLEY DR
VAIL
CO 81657
APPLICANT G.E. JOHNSON CONSTRUCTION
Z5 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
CONTRACTOR G.E. JOHNSON CONSTRUCTIO�
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
Description:
MAJOR INTERIOR REMODEL AND ADDITION
Occupancy: R2
Type Construction:VA
04/29/2009 Phone:719-473-5321
04/29/2009 Phone:970-845-0272
Valuation
Total Sq Ft Added
Status . . : ISSUED
Applied . . : 04/29/2009
Issued . .. : 02/11/2010
Expires . ..: 01/24/2010
$14,802,663.00
14904
.,<,.,,,,>,.,,<,,,..«.......,>,,.<,>,,,,���<..,�.�.�.�....>.,.«„�,.....<.<>..�.x FEE SUMMARY .............��....,,..�.,.�.,............�.��.,,...»..............,,,..,......,�
Building Permit Fee------> $55,989.70 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> 403,254.27
Plan Check--------------------> $36,393.31 Use Tax Fee---------------------> 295,853.26 Additional Fees-----------------------> $64,136.88
Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> 467,391.15
Investigation-----------------> $0.00 Recreation Fee-----------------> $14,904.00
Payments-------------------------------> 467,391.15
Total Calculated Fees--------> 403,254.27 BALANCE DUE------------------------> $0.00
� ..............,,,,.....�.,.,x..,...,,...,,,,>..�.<.,,........,.�,,..�...,.�...,,,,..........,,,.,,....,,,.«.,,,,,..«.....,..........
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
appficabie thereto.
REQUESTS FOR INSPECTION AL E DI
8:00 AM - 4:00 PM.
Signatur of w� ont� ctor �
n �
P nt Name
bld_alt_construction_perm it_041908
TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
2�� I O
Date
,�..< .................................x,,..x«.,.�....,.,,x,.....x.<...>.....�,...,,,.,.��........�,..,,...........�...,........x.....,,..........,..,.,..,,,�...>..>...,.,�...,..,.,
APPROVALS
Permit #: 609-0071 as of 02-11-2010 Status: ISSUED
........................................�..........�..,�,......�.........,...�....,,,,..,,,.,........,,,,><.x�<.....,�,...�..�......,..,.�,.........,,.....�,...,...,..,............<
Item: 05100 BUILDING DEPARTMENT
05/26/2009 CG Action: DN plan review
comments sent 5/26/09
F:\CDev\CH RIS\PERMIT.COMMENTS\B09-0071 \B09-0071. DOC
07/08/2009 cg Action: DN SECOND CHECK PLAN
REVIEW COMMENTS SENT FOR OUTSTANDING ITEMS.
F:\CDev\CHRI S\PERM IT.COMMENTS\B09-0071 \B09-0071. DOC
07/21/2009 cg Action: AP APPROVED PLANS
ADDRESSING SECOND CHECK COMMENTS
02/10/2010 CG Action: AP APPROVED REVISED
PLANS THROUGH ASI 13. PLAN SET RE-ISSUED TO GE JOHNSON
Item: 05400 PLANNING DEPARTMENT
05/13/2009 Warren Action: CR Comments provide
to Chris Gunnion. Concerns ridge height, pool/spa
configuration, and plantings off property.
06/26/2009 Warren Action: CR Please provide the
Town with an understanding of how the trash enclosure and
certain elements of the structure which approach the
eastern property line will be constructed. Will
permission from All Seasons be requested for construction
access? This information is requested so staff can have a
better understanding of the methods to be used.
07I06/2009 Warren Action: AP The applicant
provided detail on the trash enclosure and stair tower
construction adjacent to the property line. The aplicant
has not provided proof of ability to access adjacent
property to construct these elements.
10/02/2009 Warren Action: AP The plan to
perform demolition on the south portion of the building
and reconstruct the walis in the same configuration and
elevation is approved. The plan is dated September 30,
2009.
10/30/2009 Warren Action: AP Revisions dated
October 14, 2009 recieved on October 23, 2009, are
approved by Planning.
01/12/2010 Warren Action: AP The plans
submitted under ASI#13 are approved by planning.
02/10/2010 Warren Action: AP ASIs 19B, 20, 21,
and 22 are approved.
Item: 05600 FIRE DEPARTMENT
05/20/2009 mvaughan Action: DN 1. Fire protection
engineer not listed in spec manual. Required.
2. Fire Department access and staging not shown.
3. Fire department connections and hydrants not shown.
4. Egress plan is not approved as submitted.
5. Specification manual is not approved.
6. Fire sprinklers, alarm system, or standpipes shown on
plan.
7. Roof hatch detail not found. Must meet VFES
ladder specifications.
8. materials for siding above 35' are not clarified
clearly.
9. Resubmittal required.
07/23/2009 McGee Action: AP Approved based on
letter of commitment from Fritzland Pierce Arch. dated
07/22/09:
bld_ait_construction_perm it_041908
11/24/2009 mvaughan Action: AP revision dated
10/23/09. Change to south side structure.
Item: 05500 PUBLIC WORKS
07/02/2009 TK Action: CR Comments sent to
Andy Sandoval with GE Johnson on 7/2/09
07/27/2009 tk Action: AP Approved with
conditions:
1. Pedestrian easement to Town prior to
TCO
2. Traffic impact fee paid to Town of $26,000 prior
to TCO
3. No landscape greater than 3' in height shall be
planted along the WD curve as per sight triangle.
Item: 05101 BUILDING DEPT REVISION
10/02/2009 Martin Action: AP Approved
additional demo of Suites 3,7, and 12
12/30/2009 cg Action: CR REVISIONS NOT
SUBMITTED FOR LATEST CHANGES UP TO ASI 13. GE JOHNSON TO
SUBMIT COMPLETE SETS OF PLANS SHOWING ALL CHANGES TO
DATE. SPOKE WITH ANDY AT GE JOHNSON. HE WILL SUBMIT PLANS
01/12/2010 CG Action: CR
F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0071 \B09-0071.DOC
......<....>.....�,< ..............xxx>,,,...«........�..�,......,���,,.,,,.,.,..,..<...........,.,..,x,..x,x..,...,.,............,.,.�.,..,�.,.�...�,....�>..,...,..,...,,,.......,>..�
See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
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CONDITIONS OF APPROVAL
Permit #: 609-0071 as of 02-11-2010 Status: ISSUED
...................�...,....,,,x...<....�.,,,.,xx,,..,,...,...,....,.�........,.�..x...,.......,..,,..xx,,....,...�.,.�.�..,�.,,,.,...�...,...,.,,,.............,.....,..........,.,..
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0010870
SPECIAL INSPECTIONS REQUIRED PER SPECIAL INSPECTION POLICY
AND IBC CH 17
Cond: CON0010871
SEE PLANS FOR LIST OF DEFFERRED SUBMITTAL ITEMS
Cond: CON0010872
SIGNAGE AND STRIPING OF VAN ACCESSIBLE PARKING SPACE SHALL
COMPLY WITH ANSI 117.1 1998
Cond: CON0010881
Pedestrian easement shall be granted to the Town prior to
TCO, as per the comment letter dated 7/2/09.
Cond: CON0010882
Traffic Impact fee of $26,000 shall be paid prior to TCO.
Cond: CON0010883
No landscape greater than 3' in mature height shall be
planted along the Vail Valley Drive curve as per sight
triangle.
Entry: 08/07/2009 By: TK Action: AP
Updated Building Plan sheet L-102 shows compliance to
this condition.
bld_alt_construction_perm it_041908
****+*+********+********************************************************+******************+
TOWN OF VAIL, COLORADO Statement
****************************************+***************************************************
Statement Number: R100000107 Amount: $10,338.1002/11/201001:01 PM
Payment Method: Check Init: JLE
Notation: 9693 GE
JOHNSON
-----------------------------------------------------------------------------
Permit No: B09-0071 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-5802-4
Site Address: 416 VAIL VALLEY DR VAIL
Location: RAMS-HORN LODGE
Total Fees: 467,391.15
This Payment: $10,338.10 Total ALL Pmts: 467,391.15
Balance: $0.00
*************************************************************+******************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 1,449.05
PF 00100003112300 PLAN CHECK FEES 941.89
UT 11000003106000 USE TAX 4% 7,947.16
-----------------------------------------------------------------------------
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TRANSMITTAL FORM
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Revision Submittals:
1. "Field SeY' of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: Attention:
� ) lJ � ' ��J � I
Project Street Address:
y I�D ��i��i i I c I�C. �`r -
(Number) (Street) (Suite #)
BuildinglComplex Name: �S � (-tc� ��1 ������
Contractor Information: I
Company: C�� �U�NSc "� �r?�1`j r✓G f � �°'1
Company Address: 2 J. �� C-���Ccic*C-. ��� . 7i���
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City: c%' ; �, !_- ��_ State: �-� Zip: �)� ���
Contact Name: /1'`�Ct.-` S�'ta�ci"D "`^ �
Contact Phone: � 7C� ' � �� "Z5 G �
E-Mail ��`�� �o U�� �� � c'i L' ( UGi�S c� �] , Cc:>� ��
Town of Vail Contrac,�or R gistration ��� f�
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Contractor Signa re (required)
Valuations (Labor & Material))
Building:
'; Plumbing:
' Electrical:
Mechanical:
',', Total:
� ���� 7, 35�
� ���, ���
� Revisions
( ) Response to Correction Letter
attached copy of correction letter
( ) Deferred Submittal
( ) Other
Description / List of Changes:
C(� I�
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G�hG� ���fvC���J�'.� �E ►�IV�' ��'� •
(use additional sheet if necessary)
Date Received:
,
� � L� � V �
OCT 2 3 2009
TOWN OF VAIL
29-May-09
T. Boyle Bngineering, Inc.
1650 Falkidge Road, Unit C2
Vail, Colorado 81657
��~� �
Bill Pierce
Fritzlen Pierce Architects
1650 Fallridge Road, Suite C1
Vail, Colorado 81657
Fiel�f Report
The following items were observed:
Date: 04/06/10
Project: Ramshom Lodge
Location: Vail, Colorado
Contractor: G. E. Johnson
Owner: Ramshorn
Weather: Snowing, 21 deg
Present at Site: Andy Sandoval
Allan Arnason
Tim Boyle
The purpose of this inspection was to inspect the wood joist framing for some of the exterior cantilevered decks. I
determined that this framing was done according to the plans and details issued by this office.
I hereby approve of this deck framing as completed. Feel free to give me a call if you have any questions or
comments regarding this re
.,r.o4 �'f�i�,
T.
Timothy Bo 1 .`�1� ry�p �'
President '�' • � 1;°'''
��
Fire Protection Products
�
� �
ENGINEERING JUDGMENT FOR:
06/15/10
Brent Wagaman
3M FPP Sales
Central US Region
Fax: (702) 920-8206
Project: Ram Horn Contractor: C&D Insulation
Fire Stopping Category: Wraps Hourly Rating Requested/Type: 1 and 2 Hour / F
Protected Item: Structural Protected Item Size: 11 in. x 11 in. x 7-'/z in. deep
Special Conditions: Recessed CFL can light will be recessed into rated gypsum ceiling assembly. Enclosure dimensions are max 11
in. x 11 in. x 7'/z in. deep and require 1 hour protection.
Application Details: To protect this application:
Option A: InteramT"' E-5A4 Mat
1. Install one layer of 3M InteramTM' E-5A4 Mat for 1 hour rated ceiling or two layers of InteramT"' E-5A4 Mat for 2
hour rated ceiling as outlined in the Interam E-Mat Qualitv Assurance, Installation, and Estimating Guide around
the light fixture. InteramT"' E-5A4 Mat must be banded with 1/2 in. wide stainless steel banding spaced max 6 in.
O.C. onto the light fixture and 1 in. from edge of mat.
2. The edges of the InteramT"' E-5A4 Mat must be secured to the light fixture with Aluminum Foil Tape 425.
3. Install a 1/2 in. bead of CP 25WB+ Sealant at each mat layer's interface of the gypsum and InteramTM' E-5A4 Mat.
Option B: Fire Barrier Duct Wrap 615+
1. Install one layer of 3M Fire Barrier Duct Wrap 615+ around the light fixture. Wrap must flare out a minimum 3 in.
on all sides onto the ceiling and be securely fastened. Wrap must be banded with 1/2 in. wide stainless steel
banding spaced max 6 in. O.C. onto the light fixture and 1-'/z in. from edge of wrap.
2. Install 1/2 in. bead of CP 25WB+ Sealant at the interface of the gypsum ceiling and the Fire Barrier Duct Wrap
615+.
NOTE 1: Ceiling assembly must be a 1 and 2 hour rated ceiling assembly as determined by an independent third party testing and
listing agency (such as UL, OPL, FM Approvals, etc.) or by the local Authority Having Jurisdiction.
NOTE 2: 3M or its representatives are not responsible for damage to the light fixture over the life of the fixture due to the added
firestopping material that may insulate the fixture too much during normal operation and void any manufacturers warranty or
cause the products to fail.
Supplemental documents to this engineering judgment: Interam E-Mat Qualitv Assurance, Installation, and Estimatinq Guide,
3M Fire Barrier Material: Option A: InteramTM' SA4 Mat and CP 25WB+
Option 8: Fire Barrier Duct Wrap 15A and CP 25W6+ Sealant
Based On: ECP 527, ECP 530, W-L-7190
ant and Aluminum Foil Tape 425
This envelope design should achieve the hourly rating requested. This engineering judgment is based on performance results from
independent test laboratory designs, which have been conducted in accordance to ASTM E 119 (UL 263) time/temperature curve,
and/or computer generated results obtained from data supplied from the requester of this engineering judgment.
Engineering Judgment Prepared By: Reviewed By:
�,(++�'�.• ! "i�'�"�t'i`��-,' �' � � '��
Jed Moore 534423
Technical Service Representative cc: Brent Wagaman
��� - 00�1 I
3M Building and Commercial Services Division �
..�.�� ��� ���
3M Center, Building 223-2N-20 „���
St. Paul, MN 55144-1000 ��� � �
f�
Page 1 of 1
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To Martin Fieabe�ie Town of V���,� �ta, #��������g I�-e��a�-
From: Gene Morse, �6�v�tor �n�pecta�
970-468-0295 �.xt. 108 or aieua�� a��x��..cc.��,e�.aafi
Dai�e: 8/30/ZO1 �
Project Name: Rams Hon� �-�����������-
❑
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Conveyance Pla��� �eview
Conveyanc.e Te�� and It�sp��;�r�
Location: 4165 Vail V�ii�y Dr. 'vE�ilf �;C�.
Permit t�'�mt�er: NWCCflC �i�°•���
Conve�ance Type; R��C.�I Hy�r�:a��6ic ��s;��r����� �:Ic;va�x►r
The pians; h�ve been reviev�r� �nd tc�f!r�c� ir� c�n�����r�`t t�s �lf ��pldc�i�i� ASME 17.1 and
TBC cc�es
Tre rat]eed speed of the conv�y�nce mc��� t��f��� ���,1,! r��uir�menis, staeed in up
direction �.50 Ff�M,. sp�ecl in d��vn dlr��.�ic�r� �SP.� F�'6�3
The Conveyan�c� �t ti�� at�ve lr�c�tlor, ���s i����� �r�s� ��sfi�! �n �,�24/201.0 �nd a:
0
�
�
3�MPC3R�rRY C�rtifica�; e���� ���� ��;�F��.:.
FI�VAL In �p�ctic�n Certif�z���r t��fi ������ �ss:��.
NO certi��t.�; is being i=_awu�.
� FLR CdN5Ti2�GTT�It�N i.��c= ����:'Y
Comments: To be run an inc���ncl�nt ,��rvic� �?v � ix�ir� c�perat�r on(y. T�wa way
communication f�y me�ns other than �ca� phc�� r��o
� �
. �j� �
Signature " .�: t-�'t� , � � ''..�.
�. _
\
�
Northwest Colorado Councii of Gcvemments t i'C� F��;x ��a(�4 * Siit�Rrthorne ♦::� + BOQ96
97a 9n8-�295 s Fax 97C1�6F>."0� m v�r�,�u nwz �t�g cn.�.�s
DEC/12/2010/SUN 03;47 PM N�CCOG
FAX No,970-468-1208
�r.v�cu✓fa.a�c.:w �uu�:A.1,., • < < . , , a ; , s x
.2OU�IJGI6 O�,.SjOVB�RNA1$�VT�':' 'fi �>�� i��� •. x z g f o
r� � aY •2�� i< <p T � S � ' > ' � � % F
� r X2�'2�'tlZY ^� . C �, f' r F iac , Y s � 9, r> � <�
s•a.q p�C � n;�o�W;6•1 � o• R.< x k o <
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s�Tx�.�. � ? ...3� �. � ., b � s � y � i
To Maran Haeberie Town of Vail, Co. � Building Tnspec.-bor
From: Gene Morse, E)evator Inspector
970-468-0295 e�ti. 108 01' e�evator�nwc, _r,�a c�
Da�e: 12/10/2010
Project Name: Rams Horn Lodge � B-Z09-0071
�
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Conveyance Plan Review
Conveyance Test and InspecCion
Location: 416 Vail Valley Dr. Vail, Co.
Permit Number: NWCCOG 10-029
Conveyance Type: Commeraal Vertical Platform Lift
P, 001/001
The plans; have been reviewed and found to conf�rm to all applicable ASME 17.1 and
zsc codes
The rated speed of the conveyance meets ASME A17.1 requirements, speed in up
direction ].2 FPM, speed in down direction 12 FPM
The Conveyance at the above (ocation was inspected and tested on 17_/1/2010 and a:
Comments:
Signature
■
�►�
■
■
TEMPORARY Certificate; has t�een issued.
FiNAL Inspecction Certiflcate; has been issued.
pe
NO certificate; is being issued.
FOR CONSTRUCTlON USE ONLY
Northwest Colorado Council of Govemments ♦ PO Box 230B ♦ Silverthorne • CO • 80496
9701}68-0295 ♦ Fax 970-46&1208 ♦ www.nwc.cog.co.us
DEC/12/2010/SUN 03;46 PM N�C�OG FAX No,970-468-1208 P,001/002
�s. �.
" sr`�<.
oy::>,.,�� .v;�;'s .ayQd� �-.
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To Marlin Haeberte Town of Vail, Co. Building Inspecbor
F�om: Gene Morse, Elevabor Ynspector
970-468-0295 ext. 108 or elevato�nwc.coa.co.us
Da�e: 12/10/2010 �
Pr�o,�ecr Name: Rams Norn I.odge B-7A9-OOii
Ci
�
■❑
i!i
Conveyance Plan Review
Conveyance Test and Inspection
Location: 416 Vall Valley Dr. Vail, Co.
Permlti Number: NWCCOG i0-009
Conveyance Type: Commercial hlydraulic Passenger Elevator
The plans; have been reviewed and found to conform to all applicable ASME 17.1 and
IBC codes
The rated speed of the conveyance meets ASME A17.1 requirements, speed in up
direction 150 FPM, speed in down direction 150 FPM �
[�ZL The Conveyance at the above location was inspected dnd �ested on 12/1/2010 and a:
❑ TEM PORARY C�r�ificatie; has been issued.
� FINAL Inspection C.ertificate; has been issued. �
❑ NO CertifiCd�'y iS being iSSUed.
❑ FOR CONSfRUCTION USE ONLY
Comment�s:
Signature �
Northwest Colorado Gouncil of Governmen� ♦ PO Box 2308 ♦ Silverthorne � CO • 80498
970-468-0295 ♦ FaX 970-468-'12�8 ♦ wwvV.nwc.cog.co.us
DEC/12/2010/SUN 03;46 PM N�CCOG FAX No,970-468-1208 P,002/002
I�.•rvG,'s�f,L{+�:)[. �/,u4� `�,, • . a o • : > • a
COU�QCI rOf$,�,GOV�R,NMki�iJ ��i.<:., x 3, F 2 :� x � � i � ( < & ._ <
,�C $ Z t :. . . Y� y�. A =
.��.�,e.'�tt ; /�.w� Y.•,S.w�L:M 6 C} (� ' � ' � C � �l :i o3 '' � > 6 s ; R
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9 < �� < f � �
To Martin Haeberle Town of Vail, Co. Building Inspecbor
From: Gene Morse, Elevator Inspector
970-468-0295 ext. 108 Or elevatorc�nwc.coa.co.us
Date: 1Z/10/2010
Pr+oject Name� Rams Norn Lodge &Z09-0071
u
,�,
��
L�'
Conveyance Plan Review
Conveyance Test and Inspection
l.ocatlon: 4�.6 Vail Valley Dr. Vail, Co. �
Permit Number: NWCCOG 10-018
Conveyance Type: Commerrial Hydraulic Passenger �levator
The plans; have been reviewed and found ta conform to all applicable ASME 17.1 and
IBC codes �
The rat�ed speed o� the conveyanoe meets ASME A17.1 requirements, speed in up
direction 140 �PM, speed In down dlrectlon 140 �PM
� The Conveyance at the above loca�don was inspected and tested on iZ/1/2D10 and a:
❑ TEMPORARY Ceriificate; has been issued.
❑ FINAL rnspectlon Cerdficate; has been issued.
� NO certificate; is being issued. .
❑ FOR CONSTRUCIION USE ONLY
Comments:
Signature
Norihwest Colorado Gounal of Governments ♦ PO Box a308 ♦ Silverthome ♦ CO ♦ 8C1498
970�68-0295 ♦ Fax 970-468-1208 ♦ www.nwc.cog.co.us
,i jr � (�i /` (1 ,ri,i n.'. M � y` ,� I'�,' ��•.��i1��rtl I .
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To Martin Heabe�ie Town of Vai�� �. i��i1��r�� I���r
From: Gene Morse, Eleuator Inspector
970-468-029� e�. 108 ar aiev�t�r�nw�,cpr�.co.u�
Date: 8/30/2010
Project Name: Rams Hom B-��.��9-�t���.
C�]
�
■
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Conveyance Pl�n R�view
Conveyance Tes� and Tr�spec�:ion
Laca�on: 4�65 Vaii Vaile}r Dr. ��il, �:�P
Permit Numt�r: NWCCt�G 10-�1�
C�nve�ance Typ�: Hydra�+lic P�,���r�c���° �������:��
�..
. V l. 1%�� U� n
The plans; have been review�d and fc�t,�nd �c! rnr���-arrn t� a�� ��pl±c�.�'h�� ASMF 17.1 and
IBC cc�es
The rated speeti of the conv�yance m�C:� r��f�¢� ��,1� .3. r�ui��men�, �peed in up
direction 1�FQ FPM, speed in dowr� direc:�;�t�r� �.��i t��F'�i
The Canveyanc.� at the above loeation w�s i��s��'ec� �nti ��s�'eci on 8J24/2a1G and a:
❑�
❑�
fi'
�; �MPQRARY Certit�r.�te; i��s t��R� i-f��a�d.
FINAL Ins�ectlor+ �Certific�t�; r:as � ��r� �ss5�e�.
�C) cer�ifica�; �s i�ing 6����c��
I� FC�R CQN�afiRUC'TIf�N U:;i� �?���.:`r`
l
Comments: To be run on inde�r�dent s�ar�,�i€.�� �;�` a� �:r��sr�r� ��r�t�r only. Two way
communication by m�an� oth�.r thar� celi phcj���=�.
5ignature
No�ihwest Coiorado Couneii ofG�,�a�r�r�ent� � i�� i�rs���3v� ��i#�.°�.��h�,�ia ♦ t�C ♦ 8G43n
970-�B-02q� �'°ax 97�-�t°�- i�Gk, � tvt�,�a ssv� _,�ncs,�e,.uv
��
Community Development Department
75 South Frontage Road
Vail, Colorado USA 81657
TEMPORARY
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of Title 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 Rams Horn Lodge Condominiums Remodel Core and Shell
Address of project: 416 Vail Valley Drive, Vail, Colorado
Owner name and address: Rams Horn Lodge, 416 Vail Valley Drive, Vail Colorado
IBC Edition: 2003 IBC Occupancy Group(s): R2 Type(s) of Construction: VA
Permit Number(s) B09-0071 Occupant Load:
Expi at' Dat : 06/01/2011
Martin Haeberle, Building Official
Sprinkler System Y/ N Type: Y 13
SEE ATTACHED CONDITIONS Dated 12/15/2010 and bonding requirements.
12J 21 / 2010
Date
25 North Cascade Avanue, Su�te 40�
Calorado Springs, CO 8�903
719.473.5321 V
719.473.5324 �
v�v✓,rr.9giQ�ip,�Qn.com
Site 0
416 E. Uail Valtey Dr'n�e
P,O. Box $809
A++on, Ci� 83&20
{970} 84�-0272 telephone
{970) 845-0282 fac&d�n�7e
o�� is, 2a�o
Marti� Naeberie
Town of Vail Chief Buitding pfficiai
7S S. Fr�bge Road
Vaii, CO 8165?
RE: RAMS-HORN LODGE C�NDTMINIUMS
YAIL, C4LORAtiO
TEMPtfRARY CERTiFICA't'E Q�= t3CCUPANCY
C3ear Marrtin:
! t � ,
` � ! .�;
via e-ma�i: r�erleC�av�lgtw.cart�
"t'his lett�r is to cor�#lrm our earti�r c�nversation that we wa+ulci iiice t� r�u� cxur otfi�al Ternporary
C.ertif�cate of Omupancy far Rams-Ht�n Loc�e eore and �eii {Pernrn�iit filuet�ber B09-fl0i1�. The
ttems sCi!! autstanding with #�e Town oi' V�il's Planning ar�d Zoning �epartment that we have pasteti a
bond witfi tlte Tawn c�f Vai! to guarar�tee oampletion are as fWlows:
Y) Ittstaliatiat� �1 painting ot the J4rt In Pul�ic Plac�s (AIPP) Fti�n�e
2) InstaUatlt�n of the 11nit 1S {�timney S��aud ott tl� Soutl� end
3) C�omplettat of the E�tteric�r Facadc,a of t�te Poo1 Boildir�g
4} S"taining of tfie +coecr�e re�taining wail on ti�e Sau#fi sa�de � the �+alect
5j CompEeticn ot paintlng a� tfie gas li»es attach+er! Lo the pool b�uilding
It is our �nderstanding that all �- t�c�uir�ments for the Prajects' Certificate of Oavpancy hav� been
rnet and w�+e cornpieted as af C�mber 9, 2010 (see attadzed ins�ae�ion finais}, 1Ne int�d an
�otnple�tng ti�e afc�nementiarted items as soort as the wea#I�er perrr�ts tt�eir cornpl�rt ot tw Iats�r
t,han 7une 1, 2011.
Furthermare, it is cxar understanding that we hav� met ai! of � Town af vail`s �iigaqons to receive
our ��al Certificate of Occupancy fcx� Unit 2�Pern�t Nunrtr� B10-0019) and Unit 11 (Permit
Number Biaoo22). A� ar� th� Fire oepartm�»t Finals fi�r tf�se to uraits. we wou�a ti}ce t�
request the Ce�cates of Cka�pancy for these tvvo UniCs as wdl.
�lease c�ntaci tfie urx�r5igned if you have any questians or wistt to discvss.
Sirx�rely,
Attd1+
P"roj�
�;
• � •
r � f�
CtyMPANY
� �
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ix`�-'�� ..,�.n«._�..� . . .__.: ����r<
Transmittal Form
�
°''Development Review Coordinator>�
_ � � - ��� 75 South Frontage� Roacj_��j
�.
���. ���
� Vail, CO 81557 �
�Phone: �970=479-21�2��
. � Faxs 970-479-245Z �
�nspections: 970�79-2149 �
..��. ,. � _. ,� _ ..���.��
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
( ) Revisions
Permit #(s) information applies to: Attention: () Response to Correction Letter
�n i attached copy of correction letter
�`�'' Od � l ��-�'� � Gl � E� � ( ) Deferred Submittal ,�,,
(�Q Other
Project Address:
�
�, � Eu � r
Contact Information /
Company: � v�>����7 /�
Company Ph: C(�%(� -�7(.,-%�� Fax:
Contact Name:���N 0��, �
Contact Ph: �f'70 3�b' ZSZ� CeIL C7D -37(0-2�3
E-MaiL S�"h�O��,l�� _GI'G ��'►So-t -�o�J
Town of Vail Contractor Registra ' n No: �� V'�
X
Signature (requi d)
Revised ADDITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire Sprinkler/Alarm $
Total $
Description / List of Changes:
/ `7" G lC��l CC 1�.0 o�'T
�� Coa� �.�� �j�,,_� � b
�i ►rn S — f—� l� �'1
(Use additional sheet if necessary)
Date Received:
_ [�C�L�I�M[�
D �
DEC � 8 2010
TOWi� O� VAIL
�
r�_k;-23-201� 10:51A FROM:
TESTING
AUJ L' S1'1 N G
srsr�M ��ci��c
'I':�HH CER'T'(I�II:I)
COMPLETE
MF.CHAI�IICAL
B�ALANCING, INC,
PIl(aJ E.(.`f'
LOC.i1'I'I ON
AR C I 11'1'f: G'1'
MLGI lANil:Al, h:NGINF,k:R
SHF:F.;'1'Mr'I'Af, carrrr�nr.���i
ifA1fWCING (:Rt;W
GENERAL IIVFOYtMATTON
T0:19709490323 P.2
PAGE 8031
P.O. BOX 27706
DENVER, CO. 80227
FAX 303-972-7453
� PHONE 303-948-5429
RAMS FIOt2N LODGE _�.^.__
h 16 VAIL VALLEY DRIVE, VAIL, CO __� ______J _,__
__._��-•.-. —
AEC ARCHITECTURAI. ENGINEERING CONSULTAN'I'S _ _
M-7'F:CI•I SYSTGMS, INC.
_ ��-----.• ---
C.CATLETT M,Sl'RUHLE ___ DATE AUGUST 2010
_ INSTf2UMENTS_USED_
FI,tJW Flnnn ALNUR / Sl-IORI'RIUGE
. -- -
ANl�:MGMh: fE(t pAVIS TYPE LCA 6000 _` ---
. _,�._._._ _ _ . __--- ..
Sf'l;F:C� INnIC:A'1'qI't alp[]LE TYPE 9915 ---__. _____
_--_ -- ---
AMM!"I'Cfi / VOI:1�Mh"1'FR __ AMPROBE _ T'YPE DIGITAL __
, _ _ .. .
INCI.INE("1 f)I2AF'(' C'�AGF: nWYT:R 0-0.25" 0•0.50" 400" __. ..__^__
MAGM;IIGl.1C GAUF ... 0-0,60" 0•1,0" 0•2,0" 0-4.0" 0-8.0° __ -_--____
PKES5UIt�: GAC;� -30--+30 PSi 0-60 PSI 0-100 PSI _______
-_ � � __ --- — --
PRESSURE: GAGE DIFFERE1�111A1, BARCO 0-50" 0-100" 300" 500" 0-100' _________
PSROME'CE:R AI.NOR T ------._._._-----
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"I'}IE;ItMOM�:I'ERS FLUfCE T'YPE 52 ---�
'�11(:F20MANOMLI'ER � AI.NOR �i�'PE ,_ _
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TA. A�rdr+I� CMW ' �
TABB Technician
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TA98 ID� BB1044�93T
iLicpiracioa Date+ iL31/2o11
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S'1'A'I'iC I'E2E5SURR CORRECTION _ 1.21 __
IZECORDED PRESSUR� READ[NGS ARE MEASURED X_�_ CORRECTED_
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VEIACIIY
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T0:19709490323 P.3
PAGE 8031-1
�1�iH' IUMy MC7FiN I,ODG� CORE & SHELL_ , _-- _ __ --- -----
'I.ON� OR Rf:�'U ACI"L �6 OF
r�UNC;"11UN UNI'I' Iv'U N1A1N CFM CF'M REg'D OSA REMARKS PAGE
SUf'CI.Y frl'l;- 1 1-7 1200 1227 102 2 3
SUPPI.Y f C• 1 8• 13 1290 1315 102 206 4-5
SUPPI.Y �:RV• 1 1 A-1 fi 250 3Q8 123 287 DIRECI' DRNE 6-7
SUf'I't.Y SF• 1 400 376 94 DIRECI' DRIVE $
5l1PPl.Y SF-2 95 99 104 DIRECT DRNE 9
Sl1PPI.Y AC• 1 530 546 103 DIRECT DRNE 10
SUPPt,Y AC-2
530 540 102 DIRECT DRIVE 11
�rcrrni, 4295 4411 103
E:X FiA US?
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250
400
95
95
95
95
95
150
1275
242
406
99
94
94
99
99
142
1275
97
102
104
99
99
104
104
95
100
I�IRECf DRIVE
DIRECT DRIVE
DIRECT DRNE
DIRECT DRNE
DIRECT DRIVE
DIRECT DRNE
DIRECT DRIVE
7
12
13
14
15
16
17
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al.�'�-]9 2Q1� �;49A FROM:
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T0:19709490323 P.4
Page 8031-2
Date 08-12-10
Contrac .M-TECH
Balance M.S.
E{�UIPMENf DATA
RAMS HnRN iADGE CORE & SHELL ___ _.__ __._-_..__._._---
• ----- -
tt'!'t 1-1 PI.A1V LOC.
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•J�j�� MODEL N0. _ GRDAI5GA.JFON6DJ102AOE
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F� 1 qC0153;� -------
_.. _. . _ _ _� - - --- — — . _ _— ____ .
12�0 CP'M t� 75" F� S P,—__�.__ _�._ _INITIAI. RPM_-- 1056_ _
. .:._ _ . _ __ __._..__�_
. . P'INAL RPM 755 __
H) MtJ'I'Ult I�AYTl7N HP, a/4 RATED EFF/PF___ _____ NONE GIVEN _
_ . ... . _. _. ,..-
. _ . _ ---
'IYpF N(')NF: C�IVi,N PFI. 1 RATED SPEED � 1725 __
........_ �. _ __ .......,_-_---- - -
.._ --
MCAS.VOI.'t'9 (I./L) SF, I.15 RATED VOL15�__ ___115
._._. _ --- --- �-- ---- --- -
(1�'i'i'(AI. AMF'S 1 Q.6 FR, 56 RATED AMPS�---- 11.6 --..___
. .._. _.. _ . _.- . ., ..
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� ��-:9 201� 0B:49A FROM: T0:19709490323 P.5
COMF'LE'IE
?rlECt�ANi(:AI, PRQJECT RAMS HORN LODGE PAGE NO 8031-3 _
BALANCING WCATION 416 VAIL VALLEY DRIVE ` DATE 08-11-10
FAN SYSIEM RTU-1 —•-- --- --- - . -- _ HAI.ANCER M.S. _
CONTRACI`OR M-TECH SYSTEMS, INC.
, -�..�...�_ - __� .. . _. ._.....—` -- ------ --
�.... ._, _.. _ i ��D i! TEST 1 TEST 2 TEST 3�_ FLNAL
. _ , � - -- - -- — - -- � -
SI�F: RE
(�YENIVU PI..AN C1"1�ARF.A!' VEL CFM � VEL % % °�6 VEL CFM _% --.REMARKS
- _. . _ ._. _. _ __ _ --- — - -- - _.�. �
;� rrrll• l• 1 12/N 1, l0�lr 273 { 300 435 160 285 314 105
__ .�__ _.� __ ._. _ __ . -- ---- --. ._
� � 2 1�/H f 1,1 I 136I �150 Z60 191 140 154 103
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� _. _ _. __...._. ... __ _.._ . ....... . __ —_._ ---. _.------
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_-- . _._. ..__. - -- — - --
7 12/6i 1.10 136 150 165 121 135 149 99
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Camplete
'.�techanical
Balancing, lnc.
EQUIPMEIITI' DATA
T0:19709490323 P.6
Page 8031-4 _
Date 08-12-10
Contrac M-TECH
Balance M.S.
�! ('I�i�,1�:("!' RAMS FinRN IADG� CORE & SHELL ___— --.-__ _..
Util'I' NO, h�.1 PLANLOC.
_...�___ __.. . . _ _ ._ __--- ---- _.. ---._._._T----- -
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_. . . . _ .�_ ________---_ ...
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_. . ._________. _______
(NI'11AG AMf'S 12,U FR. 56-70 RATED AMPS __ 12.8/6.4=6.2
._ .�_.. __----- - . _ - - -
a1F:AS VOI I'S (L/Gl .---_120 _^__ S F AMPS _NONE GIVEN
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FINAL:__0.35 SQ.: F?'.X_ _ 588 FPM= _ -- - �
=�l.�t�- 19 • 4� i Fi a!3 � 50A FR.OM : TO : 19709490323 P. 7
COMPL.E'1L
MECHANtCAI. PROJECT RAMS HORN LODGE PAGE NO 8031-5
BALA2IC WG IACA'ITON 416 VAIL VALLEY DRIVE DATE OS-12-10 �
---- - - - -- ----- --
FAN SYS'ILM FG1 BAYANCER M.S. ______
CONI'RACI'OR M-'I'ECH SYSTEMS, INC,
' _ SiZL� . TEST 1 TEST 2 TEST 3, FINAL_
Ii r.. -- ;--
i
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I I .. ___ I �UIRED . -
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Complete
Mechanical
Balancing, Inc.
EQUIF'MEN1' DATA
T0:19709490323 P.8
Page 8031-6 ____
Date OS-11-10
Contrac� M-TECH
Balance M.S.
A1 PR(l.)F.CI' [ZAMS HORN LODGE CORE & SHELL __ __— _._
________—_ __ _ - — — - ---._ __ ----- -
f_!NI') Ml 1 l:;ftV• 1 PLAN LOC_
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SF, NONE GNEN RATED VOLTS __ 115 _ ,__T
FFt. �_NONE GNEN RATED AMPS __�.----5.6 �_--
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FINAL;__0,79 __ S�._FT,X __363 FPM= _ __. ._. --�--- -- ---
� i .- .^:),t� �:51R FR�Ih; TO:19709490323 P.9
C�MPtE'IE
IrlECHpMC.AI, PRQIECT RAMS HORN_LODGE _- _---� —_-._- PAGE NO 8031-7
BAlANGING LOCATION 416 VAIL VALLEY DRIVE DATE 0$-11-10
----- . _ - ---- -- –
FAN SYSTEM ERV-1 ---_.___. _ ____---- �NCER M^S` ----
CONI'R.AC'I'OR M-TECH SYSTEMS, INC. _ __
-- ---- --
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' aUG�i9-?N10 �iR:51A FROM:
Complete
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T0:19709490323 P.10
Page 8031-8
Date 08-11-10
Contrac M-TECH
Balance M.S.
EQUIPMENT DATA
RAMS }iORN IADGE CORE & SHELL
-. -- --- -------- --- ----_ _._- - — -�-- --
5F- 1 PLAN LOC.
PANASUNIC �. . _�_._.._—. MODEL N0. NFV-40NLF1 - -. '
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MEAS,VOi,"I'S (Lf G) 120 ___. : __-
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HP, NONE GNEN RATED EFF/PF ___ NONE GNEN
_ ____ _--------------------- _ _— __ __...:
PH, 1 RATED SPEED NONE GNEN
SF. NONE GIVEN � RATED V4LTS 120 _ .__
_. - ----- -- - -
FR. NONE GNEN RATED AMPS 0.98
-- __—.._--. _ . _ _ --
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_ ..._ . --- --- - -
COOI. COIL IN IN. OUT IN. DROP IN.
. _ . _ . - . ._ _ _ _. _.._ ._ -- --�---- -----
- _ _ ------
FAN _ 1N__ -0.04 _ IN,_ OUf _ ATMOS IN. DROP ____ 0.04 IN, _
_ _ _ — _ ------�_ _.. . _---..._— - ... -
G► Pl'MP IN PSI OUT PSI RISE PSI _ FT
.__._ ..
-- --------- .._ _.. ._ _.
DEAI) HEAU _.. _IN _ _ . _ _ .---._- _PSI OUI' _ PSI RISE ,_ __ _ PSI
___..._ __
t() RFMARK� --
` .� - -- - -- - ...- -- ----
. ___ . __ .�. _ __--- _ _ _. ._
AFtLA= 0.34 5�. FT.X 1176 _ FPM= 400 CFM __
--- — — -
« __.. .—_ ---- __
FI NAL;_ 0.34. _ SQ• FT_X=- — 1106 ;_ FPM : 376 __ CFM 94 /o_ -- .
�-19-20?0 L�8:52R FROM:
Complete
Meehanical
Balancing, Inc.
t} PRCUFCC
U!�fi' NO.
!NAK�. _
sr;r�. rtc�.
RA'I'INC� _
f�l M(rl'Ok
7YPE
MF.AS.VUL"15 (I./L)
lNC!"IAI. AMPS
MF;AS,VO1:1'S (1./Gl
FiNAL AMPS
T0:19709490323 P.11
Page 8031-9
Date 08-11-10
Contrac M-TECH
Balance M.S.
E(,�UIPMENT DATA
RAMS }-iOFtN LODGE CORE & SHELL
_. _ --- _ __ —_.�----------.
SF-3 PIAN LOC.
_____. _. _. _..—___-- --------.....�----__ _ - -- -
NO ACCF:SS MODEL NO. NO ACCESS
NQ ACC�SS __... .___._ _._____-
_ _ _ — -- -- ___.__ —_---
95 CFM �D 0.25'y,E^S,P, ._. ___ -__-- __---_,�—INITIAL RPM DI_RECT DRNE
_ ._____. : _ . ------- -____
FlNpL RPM DIRECT DRNE
NU ACCESS HP. NO ACCESS RATED EFF/PF ____ NO ACCESS__
.. ____ _ _�__
NO ACCESS PH. NO ACCESS RATED SPEED NO ACCESS
_---. ___. _ __ __ ._.._ - -.- ----- ---- ..
NU AC.CH SS SF. NO ACCESS RATED VOLTS __ NO ACCESS w�
_� ._. _. . ___ _ __. _ . .----�-� _ . _..._ -
NO ACCESS FR, NO ACCESS RATED AMPS �____ NO ACCESS
------ ------- _ - ----�.�. __ _ ...�. ---
NO ACCf:5S_�___._ _ . _ _._ __.S F AMPS _ __ _NO ACCESS _ __
_ ---•-- -- _ _ _... . _- --_�. - - -
NO ACC:I;SS
C) ST'AR'ttiR SIZE
- - _ _--_ - -- _ . .._-__ _ .____ _ _----- _ -- - --...----- _ __ _ .
..
THF.RMAI � (EXISTI __ ._. AMP. RATING - -
__ . . __ __ ._ . _--- .— ____
'TNERMAIS (REQ'D) AMP. RATING __ _
_ ._ ...._ ______------------- _ _
C7fHH:R BiJILT IN OVEF2LOAD PRO'I'ECI'ION___,.,_ _._
D) nRivN;N SHEAVE X BORE
_ _. _ . _ ____ - - -- ---- . - ------------------------ -...�—_ .,..
DRIVER SHEAVE X BORE .__ _
__.__.._...... __..---- -- . .- — --
BELTS SIZE X NO. BELTS
-- _ - --- --- ------� -_ --------- - - -
1rtCJ�i'. AL)J. 1N/OUT' -- ----- _ CL. DIST.
----- _--. _.., -- .._ ._
DFtIVE_CHANGE _ _ __.___._ -----_ _ BELT CHANGE
E) FILTERS ►N rN. Otrr rN, DROP IN.
_. . _.._-- ---- _.__ _. -_ - - ------__ -----------._.. . .._--
HEAT COIL IN IN. OUT IN: ^_DROP IN.
_�_.. ____ ___----.._- - _._�-_. _. -
COOL COIL IN IN, l�Ui' IN. DROP __ IN.
� .---. . __.. . _ _ .__ . _._ -- ------_ _ _. ._ ._...__._.__.—
FAN lN �TMOS IN. _ OLTT' __0_02 IN. DROP ___ __ 0.02 IN,
- _ _.____-----.. - --- �.__ ---- -- - _ _
Gl PUMP [N PSI OLTI' PSI RISE _ PSI FT
- - _ ---------- - • - -- - - _ _.
DEAD HEAll tN _ PSI OUT PSI RISE _ PSI ___.____ FT'
.— -=----. -___.__- _
}i� FtEMARKS NO ACCESS TO FAN ABOVE, SHEETROCK CEILING.
_ . __ ---- ..�
--- -- —.. -- -- __
._--- - ---
AR�A 1.10 SQ. FI'.X 86 FPM= 95 CFM
�--- -. .
------- - — -- - -
___-- �__ —
FINAL: 1.10 SQ___FI'.X_ __90 FPM- 99 CFM_ _____ 104/0
0
�+UG-19-2010 08:52A FROM:
Complete
Mechanical
Balancing, lnc.
E{�UUIPMMEIVT DATA
T0:19709490323 P.12
Page 8031-10
Date 08-12-10
Contrac M-TECH
Balance M.S.
.�! PRC�Jl�:C'T RAMS }iORN IADGE CORE & SHELL
UNI�I' Nt�. Al:. l --- PLAN LOC.
_ -_ _ _– - _ _ _ _— - -----
MAKE MI'I'SUA[SHI MODEL NO.
__.__._.______..---- _�_...--
S�:ft, ,'VQ, �MXQ()Ei3U
t�,1"t'IN(.l �;�U C1� M INITIAL RPM
. __ ___ -_..-:--_ ---.:.
PTIVAL RPM --
PKA-A24KA
DIRECT DRIVE
DIRECT DRNE
tt) ;NCr1`OK Mf"t'�UQ1St11 1-iP. NONE GIVEN RATED EFF/PF NONE GNEN
"I'YI'E NONE GNEN PH, 1� RATED SPEED NONE GIVEN
_ - -- -..__.. __.._--
MEAS.V�1.7'S (L/L) 2U4 SF. NONE GIVEN RATED VOLTS 208/230
_ _ _ _ . . .. .. _.__ ------ - -- -. . _._ _...---- --_--_
INITIAI. AMPS 0,3 FR, NONE GIVEN RATED AMPS 0.36
. _ ---- - -_-- - - -
--- ---- ---
MEAS.VOL'f5 (L/G) _ S FAMPS __. _ NONE GIVEN
_ .- --:-- -- - -.- _ ,.-:___ _ _ __ _._..__ . _ . ._ _
FiNAL AMPS __. 0,3
CI SfARTER SIZE
__ ._�_ _ ---_._ .
T'}iERMA1S (EXIST� AMP. RATIIVG
._ -------- -- _._. _ _
Ti1ElZMALS (RE�'D) AMP. RATING
0"I'!-IER 6U11:1' fN OVER(.OAD PROTECTION
UI �R1Vr;N SHEAVE X BORE
. ___.__. .- - - -- . . _______ _ - - - --
QFtIVEH SHEAVE X BORE
- ---- __---------- - - --- - --- _.__.
DELTS SIZE X NO. BELTS
- - -------__. _. - ------ — -----
MOT. ADJ, 1N/OUT' CL. DIST.
- -- _ _ _ _ _ _ .. ... ___ _ ._ ._.,.__ --_. . . -- - -
URIVE CHANGE . : --_— :_^_ __ __ . __.BELT CHANGE
�) FILTERS IN ATMOS IN. OVI' -0.12 IN. DROP -0.12 IN.
------- �---__- � � ------ ------_---------.... - - - ---
HEAT CO1L IN IN. OUT iN. DROP _ IN.
_ � _---- .._ - -- ------- -- - - --- -
COOL COIL IN -Q.12 1N. OUT NO ACCES: IN. DROP 0.12 IN.
_..
._ ..------ ------- -------___ ___-�_. _....
FAN IN NO ACCE$S IN.__OUT_.. ATMOS 1N.
DROP .
- _ -----_....--------._------,,._...._.__ ----- - - --
G) PU141P IN PSI OVI' PSI RISE PSI Ff
_. _ --- ----- _ - - ---- ---- ------ --- -
DEAD NEAD _ IN ____ PS1__OUT _____,__ PSI _ RISE PSI __ FI'
_ __ _ ____.- - - ----
M RF;MARKS - H1GF-I SP��n _-. -
_ _. :-_ -.. -�---- _. _ - - _..-..---- ---
- - -- ---
AREA= 0.94 SQ. F1'.X 564 FPM= ____ _ 530,CFM _____.. __
_ �- _____ . - --- ----.,
_ _ - ---
FINAL:_ _0_94 SQ. F1'.X 581 FPM= 546 CFM 103%
0
�+t�� i9-2CJ10 0�:53R F'ROf1:
eamplete
Mechanical
Balaricinq, Inc.
EQiJIPMENf DATA
T0;19709490323 P.13
Page 8031-11
Date 08-11-10
Contrac M-TECH
Balance M.S.
;�) Pttt�lt:C'1' f�MS HORN LODGE CORE & SHELL
_ �-_--.. __ �.----- - - -
U�1CP \0. AC•2 p� I,pC,
____ _ --------- -- ---- ---- - -- - - - - - ----
:�1�'�KE: MI'15UBISH! MODEL NO. PKA-A24KA
...._ _.... _ _._____._-.___ __.._.. _ _ _..
Sr;R, !V0. 02M00026
_ . . . _ _ -- _._..�---- -- - - _
Fzn"I�INC; 530 CFM INITIAL RPM DIRECT DRIVE
.. . . . -.-- _: :-- :_-,_„- - ..._ --- --- --- _
. FINAL RPM _ _DIRECT DRNE
f�l M(rC0}t h1l'fSUQISHI HP. NOIVE GIVEN
.. --___ _ - - ._ . -
"fYF'N: NON�: GN�N PH. 1
_ __._-- - - - - _---- -------
MEAS.VOL'I5 (L/L) 205 SF, NONE GIVEN
_ .. . _ .--------- _ _ ._
INI'I'IAI. AMF'S 0.3 FR. NONE GNEN
__ _ _ _ _ __ _. _ -- ---._. ----
h4EAS VOL"1'S (L�G) _. --
.. _ ._ ___ . _ _ ______— �_ . --- _ _ _
FrINAL AMPS _ .... 0,3 _ _____.
c� sr•Axr�a
"I'HEFLMAI.S
7'H E RMAIS
O'I'tiER
RATED EFF/PF NONE GNEIV
--..__ _ ------- _ _. _ _
RATED SPEED IVOIVE GIVEN
RATED VOLTS 20$/230
RATED AMPS 0.36
---- ----__ _.
S F AMPS NONE GIVEN
(EXIS'I�
.._.__._ . __.---. ------------- --
. _ _ _ _ --__-__---- ._. _(REQ'D) _ _ ._
DIJILT IN_O�R[,OAD PROTECTION __
sizE
AMP. RATING -- -- �
AMP. RATTNG-- -__
DI DRlVEN SHEAVE X BORE
. _._. .-----_ _. _ ... ---- ---------_.. --- -- ._..r
UR(VER w SHEAVE X BORE
... ..------- —... _. .._- -- ------- ----- -
BEL'15 SIZE X NO. BELTS
-._ ._. ._.. _ __ �__ . ._-•----. _..._ ._. .------- _ _ _ __ --- --------
M(7f. ADJ. 1N/ULf]' CL, DIST.
_��_ . _ .---� -- . ---•— ------....---- --- �--__
DRIVE CHANGE _ ___ _ _._ _ BELT CHANGE
h;► FIL'1'F:RS IN ATMOS IN. OUT -0.11 IN. DROP -0.11 IN.
. _ .. _ _._ .. .__-- . _ _ -- -- .�._------- _ _ � ---
H[•:AT COIL IN IN. OLIT tN, DROP IN.
. . _. _ --- -- -� -------- __
COOL COIL 1N -0.11 IN, OLl'f NO ACCES` IN. DROP 0.11 IN.
_ . ---_ _ _.. ___--- _ _-- _--__- _
FAN IN NO ACCESS IN. OUI' ATMOS IN. DROP IN.
_ _ _ _ _ --- _�______�--------- ---__ _ — -... _.__.---- -___ ---
r) PUMP iN PSI O[TI' PSI RISE PSI FT'
— - � -- - _---------- - - - ----- ...� �-----
nI:AD HF.An IN PSI OUT' PSI RISE PSI FI'
-- --
H) RN:n�ixs r�irH�sPFFn . -- --�---- _. _. .
- -__ __ _ _ .__ ----__ _ ---- -�--.---_
- - - _-----
AftF,AT 0.94 SQ. FT.X _ 564 FPM= __ _ _ 530 _ CFM _ __ _ _ _ _
-- ._
FiNAL: 0.94_ SQ. FT.X __.__ 574 __., FPM= _ __ __540_ CFM 102%
`�J�a- iS-2Fi20 08: 53A FROM:
Complcte
Mechanical
Balancing, lnc.
AI {'k���►F,t"1'
t,'NIT NO.
MAK}?.
SEfi. NU.
t�A'I'INt 1
T0:19709490323 P.14
Page 8031-12
Date OS-11-10
Contrac M-TECH
Balance M.S.
EQLJIPMENT DATA
lLaMS HOftN IAAGF CORE & SHELL _`__
_ _.._ _
rF-! PLAN IAC,
_ _.___.
_ _ - --___. _.. --__ _� -- --
f'ANASONI(; _ ._ . MODEL NO. FV-40NL
QU 1 _ _._
...__ _ _ ___.-._ ... _------- ---
Q()Q (:FM � Q,4" �.S,P, _ INIT_IAL RPM_ DIRECT DRNE
__ __^- ---- ..--�,,_:-
--_.-- _. _ _ __ __ �.
_ _ FINAL RPM DIRECT DRIVE
H) M(7i't)R PANASONIC HP. NONE GNEN _ RATED EFF/PF NONE GIVEN
_ .__ _ __ _ _ --
--- - _ _ . _. ----- -
TYPF. NONE GIVEN PH. 1 RATED SPEED NONE GIVE
---- -
- � - -- --- ---- ____-- - --- -- -- - --- - ---
IvtEA5.VOLTS (L/L) SF. NONE GIVEN _ RATED VOLTS �__12 _
. � --------._�
iNrrtni. AMPS 0.8 FR, NONE GNEN RATED AMPS _ 0.98 _
�tE.AS.VQI.TS !1./�) 1'l l _^+. .� _ .- .--- S F AMPS - --- _ NONE GIVEN — -
_. __ . __ . _
�u�t. n�s _ a.e . .__ . -.,_
Cl S!'ARTF.R SIZE
_---. ..
____-_. __ _-
.____
_ _ - ---___._
THE}2MA[.S _ _. �EXIS"I'1_-- ---AMP. RATIN _._--.----..
- _ ._ _ _
_ ____.------ "
Tl{ERA9ALS _ _. _ ____.___ ��9 D� -- AME'. RATW �__ __
C7fi{ER BU1LT 1N UVERLOAD f ROTECTION _ ----_._.._.. __--- -----
I)) DRtVEN SHEAVE X BORE
_.� ._ _ ------. _-----...._-
- - .. . __. _
DfiIV�R . SHEAVE X BORE _____.__
- --- --------------- .... ..___
BELTS SIZE X NO. BELTS _. _, _
_ _ .---
__ --_ _ - -_._.._ _- . ----
MCrI'. ADJ, 1N/OUI' _ CL. DIST.� ______
-�--. --
_ _ _ _ _T --
DRNE G.HANGE BELT CHAIJGE _
E► FILTERS iN IN. QUT IN. DROP IN.
_..-- _ -- ---
___ -----
- - ------
HH:AT CUIL lN 1N. OLTI' _ IN, DROP �._—._
.__._._ _ - -- ---- _ _— ---._..___ _ -
-- -. . _----- --
C(X)l. CO[L 1N IN. OLT1' IN. DROP IN�
_ _ _ _ ---
_ _ _._ -
FAN IN __ ATMOS__:IN,__ OVT_ __ _ 0.14 _ IN_ DROP -
^ 0.14 I _
_ ... _-_.. ___�.
.--
(:) PI;MP W PSI --DUT P5I RISE -- PSI .`—
---- -- -----._. _ _
_ _ _ ___ _
__ _ _ _ FT
DF.An NEAD --- IN -- PSI OLTf _--PSI ____ RISE
li) nEMARKS H1GH SPEED---- --_.___------- ------_ _ _._T_ -
�
_..... _ _._ ---......
�__
_ _ _—.. _.--- _. ...
--__.._ _ _._ - 400 CFM
AREA= _0.34 _ S�. FT.X 1176 FPM= ---- 406 CFM 102%
__..—
FINAL� 0.34 , S_Q. F"P.X ..1195 FPM=--_.._---.- -_,---.-...--- ---
a.�=-.3-201(� 0H:53A FR(�1:
Complete
M�chanical
Balancing, Inc.
Ai PR� IF.C'T
lf�l't" hO.
MAK?
Sb:K Nf7: �� �
iiA'I'1 N (;
T0:19709490323 P.15
Page 8031-13�
Date 08-11-10 __
Contrac M-TECH ___ _
Balance M.S.
EgIJIPMEN!' DATA
RAMS HORN I.ODGE CORE & SHELL ___._^__ .__ ------ -
___ __ _ -- ---- --- -
t� l� - `l . _ _ PL.A1V LOC. -- - - •-- -
--- - - - - -
I'ANA�UNIC_ ___..._ _ ___ MODEL NO. FV-411V .�3_______
.. .UO1 _ _ -- —
. ._._. _.
-- _ _ _ _ -. - --
�l5 CF'M � 0,25" E.S.P,_�------- =- INITIAL RPM _ DIRECT D
_ . . .� --
-- - _ _-_ .._.._. T - - _ . _
. FTNAL RPM DIRECT D __ --- _ __-
H) M(Yi'f)R I'ANAS(�N1C: HP, NONE GIVEN RATED EFF/PF _ NONE GIVEN__
__ _ - --- ._ ..�
TYPF. NQN� G1VEN _ PH. 1 RATED SPEED __ NONE GNEN ____
...
_ _.,.....__ ... _ _ �---�------ ._ ...._.._
M[?Ati.vC�t'iw li./►.I ___SF. NONE.GIVEN -_ _ RATED VOLTS__ 12---_.—
.._ . _
INi"T'IAL AMPS 0,2 FR, NONE GIVEN RA"I'ED AMPS-- 0.2i ____-_•--•
_ _ _------- -- --- •
_ ___. NONE GIVEN
MF.�� V(�I;i;� (1./�;)--- 120 _________, S FAMP ---
- - _ _____
P'INAL AMi'S __..._. __ . _ � 2 . _ _
C) ST'AR1'ER SIZE _--
_ ..
_ ---- --_ ------- -----,_.,- _ .
't'HFRMAIS _ (EXIS'Iy ___. �MP. RATIN ---- ._. ......^.-----
_ _ . __.___ __. _ - - -- - - -
TFiERMA1:S (REg'D) AMP. RATING `_--------
_ ._ ..
_ _ ..._ __..- -----
f7CFiFR . _ , H1.11I,T 1N_OVFRI.I�AD PROTEC!'fON --...�___... .---,-- . _.._._. __.._--
n) nRNEN SHEAVE X BORE __„___.__ _
- ----- --- - __ .. _ ._ .
- ___ ---._.... __-. ,._.---
-- ---
L�RNER SHEAVE X BORE __ __ _...__ -__---
.._. . . _ _-- - --- -- `
--- _� .._ --- ----- -
AF,L"['S SIZE X NO_BEL _ ___
.
._.. _ ._ ..----
---- - --
MC71'. AI)J. iN/OUt. CL. DIST. --
- - -- —
.__ _�. �---- --
►�►�r��. CHAN�,E _ __ _ _-.----- BELT CHANGE __ _ _
E) FIL1'ERS IN IN. OUT IN. DROP _ IN.
- _.
-- — -----.. .
------
- ---- - --
HEAT CO1L 1N IN. OL1T ___ IN. DROP _—^---
- --
----
-- . _ _-- --- - I
CUOL COIL 1N IN. OUT IN. DROP ---. ..... _ ' -
. -- -- - -- -
___-
_ ___ 0.06 I .
FAN _ - �N --_ ATMOS _ 1N,_ OUT 0 06 IN. _DROP _ . ----..._. _ .
________ - . �
---
. ... .. ___ . . . ____..
-� ---- __ ______.. ._—.- -.... __ PSI FT
� PSI OLTI' PSI RI ,__^---- _..._._-
- ----- -- ---
G) PUMP - --- PSI _ FT
_ _ . . ._ _ _ ._._.. �__---
llEAD HEAD�_lN PSI_ OUT PSI ----RI --
_ ,.--
}i} REMARKS _..._�__ -----
---"� _.: -- -----
_ ___.._ __-- —.._ _
_ _. �
--- _ _.—.._ ---
AREA= l, lQ SQ. FT,X 86 FPM= . 95 F -- - ^
- ---
--- 104%
- _ __
- - - "�_ � F 99: C�`M
_ ---
FINAI.: 1.10 _. S{�NT.X 90�_. -: - . . -
Ai�a-19-2010 08:54A FROM:
Complete
Mec:hanical
Balancing, Inc,
EQUIPMENT DATA
T0:19709490323 P.16
Page 8031-14
Date OS-11-10
Contrac M-TECH
Balance M,S.
;11 !'Ft��,tF:t°I' l2r�MS HORN LODGE CORE & SHELL
------.-� .__..— �---
U N I"I� h' O E F- 3 --------- .-- PLAN LOC_--- -
-- _. M _...
MAK� PANASONIC _ . . __._ ___ _ _ MODEL N0. ___ F'V-11Vg3_ _ _
SE:R. N0. U01
...Y_ . -- ---__—.-____ __- ----
ftA'f'1Nf� .. ._.____ _ 75 CFM � 0.25" E.S.P. _. ...._ IIVITIAL RPM _ DIRECT DRIVE
..: _ ... _ ._ :,__ . . __ --==..:_—_ . __._..___-
FINAL RPM DIRECT DRNE_
�l M(yI'OR _�_
Tl'YE:
MEAS.VOL'fS fL/L)
iNIT1A1. A:WPS
M F.AS._VOI.TS f l./G►
F1I�IAL AbiPS
PANASONIC HP. NpNE GIVEN
NONL GIVEN PH. 1 ^
SF. NONE GNEN
-- _.._ __--_._.---_ ___... .__ _---- —
0,2 FR. NONE GNEN
119 ^
O.'l _._.� -_
RATED EFF/PF NONE GIVEN
RATED SPEED ^ NONE GNEN
RATED VOLTS^ 120
RATED AMPS 0.27
-- ---
S F AMPS NONE GNEN
c�) Sr'AtrrLR SIZE
..__.—_.__.--- - _----- ___._.--
------ ----
'I't-IERMt11.S _ _-- (EXIS'I') _ AMP_RATING --- -_--
. ._..._ _ - -
TH�RMAt 5 (REQ'D1----AMP, RATING _ - --
. .. _ . _ ---- _.
C7THER BUIL'I' IN OVERI,OAD PROTEC7'lON ____ ___,..__
I)) URtVEN SHEAVE X BORE ___
._.___. _ ._ _ -- ------- ------ ____------ -
DItIVF:R SHEAVE X BORE
.. __. _ ._ .-----------
_..__._------ - _....
�F�,�� SIZE X NO. BELT5 i_
__ _. _. ._._.._._.__.._
_._ . _ -- ---
M(?T. Alal. !N/OtJ'[' _ CL. DIST. ..
... � _ _
------�.. _..— --- --- -- --
DR(VE C�i�1NGE BELT CHANGE _..
E:! FII.TERS IN IN. OUT IN. DROP _„___ IN� _
_ __ _ _ _ . _ ---�--
_. -�. - --
HE:AT C;OIL lN IN. OU1' IN. DROP -------- _ IN_
_.__.._ ._
__ _._.__ _--- _._.. ----_.. . .
c�cX)L C'(�(1. IN [N. OIJT IN. ___ DROP - ------- I ' -- - , -
_. _ _....._
- -- ----- ---- --- -
�'AN IN ATMOS_ IN�OUT 0,07 _IN__DROP_ ___._ __ 0.07 I.,_
_ . __ - _ _ - ------ - ---
- _---- - --
---
G) PIItitP IN PSI OUI' PSI RI5E _ PSI-^ --_-_FT
__ . .
_ - - � -.. _.�_ --- ------�-
�F.AD F(F.AU 1N------- ---- PSI OiTf --------- PSI . _� RISE -- P5I---- - - --
__-- --- ----
H) REMARK5 - -- -- ..
_ _ __.._. , . ---..« --.,_-.---_—_�_ __ _�
�..__._� _ g5 � CFM
AREA= 1.10 SQ. FT.X $6 FPM= ---- _._ _-----
_ _ — — - -- -
FINAi,: l.10 _SQ. FT.X___ _._., 85 -_ FPM=, _____ _ 94_ CFM 98% _
.
AU�-19-2010 �78:54A FROM:
Complete
Mechanical
Halandng, lnc,
.�i F�itcaiF:rr
l;N1T NO.
k1AKF:
SER. N(),
RATINCi
T0;19709490323 P.17
Page 8031-15
Date 08-11-10
Contrac� M-TECH
Balance M.S.
EQUIPMENT DATA
EtAMS 1-IORN LODGE CORE & SHELL
_. _ __ __--- — �._------ --- -
E�-�} PI.AN LOC.
_ _ - -- - ._ _----- �.,. � ---------- -._... . _ _ __
PANASONIC __-_ _��� _ MODEL NO. __�_- F'V-11VQ3 _ _ _ _
001 . ._.� -- - - — ------- ---.
95 CFM �A 0,25" E.S,P. , __.._.___INITIALRPM __�DIRECTDRNE---_
_ : �-. -.,,.s. ;. :: _._. _ _
g'II�TpL RPM _ _. DIRECT DRIVE
fi) MC3'I'C)� PANASONIC HP. NONE GIVEN RATED EFF/PF______ NONE GIVEN__
- --- -- - _. - -----
1Y{�E NQNF. C�IVEN PH. 1 RATED 5PEED NONE GNEN __
__ -- -- ---- ----------- _- --
Mt�;AS.VOL'T`i (l./�.) SF. NONE GIVEN_ RATED VOLTS 120�_ __ _
INI'f'lAL AMAS 0.2 __ FR. _NONF, GIVEN_____RATED AMPS___ _ 0.27 ____---
-- - ---
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Contrac M-TECH
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✓elopment Review Coordina
7� South Frontage Rc
Vail; C0 81�
Phone 970=479-21
.Fax� 970-479-24
g�Snspections� 970-479-21
_ _ _� ___ ,:� :,:�
Transmittal Form
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: Attention: i) Revisions
��C � ( ) Response to Correction Letter
� Q� 7 ' �r �.« [�. } _ � _attached copy of correction letter
i � � r� � � (�Q Deferred Submittal
( ) Other
Project Address:
`-]!!o «�l U�l��� Dr,��
' Contact Information � �
Company: v � ��lvt 5 � n
Company Ph: � i� '�J7(�j'Z$Z�j Fax:
Contact Name: /-�'iti,-�. �, ,,��v4�
Contact Ph: -, �-ZSZ� Cell:_�176 -37 fo- 2SZ.3
E-MaiL ��o��,. �. �� D��SD�� � LO
Town of Vail Contractor Registration N � Z�-- %�-
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Slgnatu�e (required)
Revised ADDITIONAL Valuations (Labor 8� Materials) ��
(DO NOT include original valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire SprinkleNAlarm $
Total $
Description / List of Changes:
�� ^/ � c.i/1l a,,fi�0 � L� � �J
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(Use additional sheet if necessary)
Date Received: D
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DEC 0 6 �010
TOIMIV OF VAIL
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OCT 2 6 �010
Architectural Engineering Co�su����!L �
Mechanical, Electrical, & Lighting Design Services
An Office with LEEDTM Accredited Professionals
Memo
iown of i/ail
4. .�� �,� � �
To: T son Dearduff From: Martin Zourek
Com an : Pierce Architects Pro'ect: R mshorn Condominiums
Phone: 970-476-6342 Pro�ect No.: 29022
Date: October 11, 2010 Re: Chimne Shrouds Review
Tyson,
At your request we are providing this review of free area for air circulation of the
chimney shrouds which will be used in Ramshorn Condominiums project.
On ]uly 15, 2010 we were asked to review the existing chimneys and provide design
guidance for proposed shrouds construction. We reviewed the existing chimneys, their
dimensions, and number of terminated flues and vents. Based on that observation we
calculated and issued required shroud dimensions to meet minimum free areas so the
shrouds do not obstruct vent terminations and ensure proper venting (see attachment
to this letter).
We reviewed your shop drawings from 09/09/2010 and agree that they were produced
per our recommendations (and in some cases exceed our recommended minimum
dimensions), and therefore the proposed shrouds will allow proper venting and will not
obstruct installed vents. ���°��,, u��
RFVj�- �'�iA,'
However, after the shrouds will be install�����tQ�^�a� notified and perform site
pv.
visit to review their installation on site. D�t�: y�� ��r��;4. . _.
�� '�' rrrz
If ou have an further uestions do n�� ' t�'cofit�s. V ��� ��`��LS�
Y Y � ��y �� � N F �,
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Regards
Martin Zourek, M.E.
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Stanton Humphries, P.E.
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40801 US Hwy 6& 24, Suite 214, Eagle-Vail, CO 81620 Post Office Box 8489, Avon, CO 81620
phone: 970-748-8520 fax: 970-748-8521 email: stan(a�aec-vail.com web: www.aec-vail.com
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4417 Lancaster Pike
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Wilmington, DE 19805
1-800-448-9835
www.construction.TYVEK.com
March 2007
Product and System Specifications
DuPontTM Tyvek° CommercialWrap°
Specifier Note: The purpose of this guide specification is to assist the specifier in correctly specifying high-
performance weather barrier products and execution. The specifier needs to edit these guide specifications to fit
the needs of each specific project. Contact a DuPont`�" TyvekF' Specialist to assist in appropriate product
selections. Throughout the guide specification, there are Specifier Notes to assist in editing of the file.
References have been made within the text of the specification to CSI MasterFormat 2004 Section numbers and
titles. The specifier needs to coordinate these numbers and titles with sections included for the specific project.
Brackets [ j; "AND/OR"; and "OR" have been used to indicate when a selection is required.
This guide is for commercial applications using a non-woven, spunbonded polyolefin sheet air and moisture
barrier assembly. This high-performance barrier is non-perforated, without visible holes or voids, designed to
help stop the passage of bulk water and airflow movement, yet it is vapor permeable. This weather barrier
assembly affers a balance of properties and protection for the building envelape by praviding a lightweight
barrier that will resist wind, water, abrasion, tearing, puncturing, and UV exposure for up to 9 months.
This high performance weather barrier is specifically for above grade, vertical wall surfaces where the wall
assembly may consist of any of the fo�lowing: exterior gypsum sheathin exterior I
strand board (QSB) sheathing, stud walls with no sheathing and masonry. p�ood sheathing, oriented
SECTION 07 25 00
WEATHER BARRIERS
DuPontTM Tyvek° CommercialWrap°
PART 1 - GENERAL
1.1 SECTION INCLUDES
(Specifier Note: " Weaiher barrier assembly" has been used throughout the document. A weather barrier is a
weather-resistant membrane for vertical building envelope protection that will maintain air/moisture resistance
while maintaining moisture-vapor permeability. The assembly consists of the following four components.)
A. Weather barrier membrane (DuPont"" Tyvek`" CommercialWrap`�)
B. Seam Tape (DuPont"�' Tyvek`R' Tape)
C. F�ashing (DuPont"" FlexWrapT"',DuPont'� StraightFlash"" and/or DuPont'" StraightFlashT" VF)
D. Fasteners (DuPont'"' Tyvek`" Wrap Caps)
1.2 REFERENCES
A. ASTM International
1. ASTM C920; Standard Specification for Elastomeric Joint Sealants
2. ASTM C1193; Standard Guide for Use of Joint Sealants
3. ASTM D882; Test Method for Tensile Properties of Thin Plastic Sheeting
4. ASTM D1117; Standard Guide for Evaluating Non-woven Fabrics
5. ASTM E84; Test Method for Surtace Burning Characteristics of Building Materials
6. ASTM E96; Test Method for Water Vapor Transmission of Materials
7. ASTM E1677; Specification for Air Retarder Material or System for Framed Building Walls
8. ASTM E2178; Test Method for Air Permeance of Building Materials
B. AATCC — American Association of Textile Chemists and Colorists
1. Test Method 127 Water Resistance: Hydrostatic Pressure Test
C. TAPPI
1. Test Method T-410; Grams of Paper and Paperboard (Weight per Unit Area)
2. Test Method T-460; Air Resistance (Gurley Hill Method)
3 SUBMITTALS
(Specifier Note: When project is being submitted for USGBC LEEDT" certificatian, contact a DuPont"'' TyvekR
Specialist for assistance in determining how the use of DuPont"" CommercialWrap"' can assist in obtaining
points. ADD submittal requirements as required.)
A. Refer to Section [01 33 00 Submittal Procedures] [insert section number and title].
B. Product Data: Submit manufacturer current technical literature for each component.
C. Samples: Weather Barrier Membrane, minimum 8-1/2 inches by 11 inch.
D. Quality Assurance Submittals
(Specifier Note: DELETE Design Data, Test Repart submittal requirements when proprietary specification is
used and can be held. MAINTAIN Design Data, Test Report submittal requirement when other products may
be submitted for substitution.)
1. Design Data, Test Reports: Provide manufacturer test reports indicating product compliance with
indicated requirements.
2. Manufacturer Instructions: Provide manufacturer's written installation instructions.
(Specifier Note: Manufacturer field service reports are mandatory for projects where the DuPont Warranty is
specified and recommended for all projects using DuPant'�" Tyvek`"' CommercialWrap�"'. Requirement may be
DELETED if DuPont Warranty is nat specified.)
3. Manufacturer's Field Service Reports: Provide site reports from authorized field service
representative, indicating observation of weather barrier assembly installation.
E. Closeout Submittals
1. Refer to Section [01 78 00 Closeout Submittals] [insert section number and title).
T1.1 (R
pecifier Note: If DuPont Tyvek CommercialWrap`"' Warranty is not specified, DELETE warranty
requirement below.)
2. Weather Barrier Warranty: Manufacturer's executed warranty form with authorized signatures and
endorsements indicating date of Substantial Completion.
1.4 QUALITY ASSURANCE
A. Qualifications
1. Installer shall have experience with installation of commercial weather barrier assemblies under
similar conditions.
2. Installation shall be in accordance with weather barrier manufacturer's installation guidelines and
recommendations.
3. Source Limitations: Provide commercial weather barrier and accessory materials produced by
single manufacturer.
B. Mock-up
(Specifier Note: Mock-ups are mandatory for projects where the DuPont Warranty is specified and
recommended for all projects using DuPont'M Tyvek`"� CommercialWrap`"-'. Requirement may be DELETED if
DuPont Warranty is not specified. EDIT mock-up requirements for specific project.)
1. Install mock-up using approved weather barrier assembly including fasteners, flashing, tape and
related accessories per manufacturer's current printed instructions and recommendations.
a. Mock-up size: [10 feet by 10 feet] [insert size].
b. Mock-up Substrate: Match wall assembly construction, including window opening.
c. Mock-up may [not] remain as part of the work.
(Specifier Note: Visual inspection by manufacturer's designated representative is mandatory for projects where
the DuPont Warranty is specified and recommended for all projects using DuPantT" Tyvek"� CommercialWrap`.
Requirement may be DELETED if DuPont Warranty is not specified.)
2. Contact manufacturer's designated representative prior to weather barrier assembly installation, to
perform required mock-up visual inspection and analysis as required for warranty.
C. Pre-installation Meeting
1. Refer to Section [01 31 19 Project Meetings) [insert section number and title].
(5pecifier Note: A pre-installation meeting is mandatory for projects where the DuPont Warranty is specified
and recammended for alt projects using DuPontT" Tyvek`"' CommercialWrap"�. Requirement may be DELETED
if DuPont Warranty is not specified.)
2. Hold a pre-installation conference, two weeks prior to start of weather barrier installation. Attendees
shall include Contractor, Architect, Engineer, Installer, Owner's Representative, and Weather
Barrier Manufacturer's Designated Representative.
3. Review all related project requirements and submittals, status of substrate work and preparation,
areas of potential conflict and interface, availability of weather barrier assembly materials and
components, installer's training requirements, equipment, facilities and scaffolding, and coordinate
methods, procedures and sequencing requirements for full and proper installation, integration and
protection.
1.5 DELIVERY, STORAGE AND HANDLING
A. Refer to Section [01 60 00 Product Requirements] [insert section number and title].
B. Deliver weather barrier materials and components in manufacturer's original, unopened, undamaged
containers with identification labels intact.
C. Store weather barrier materials as recommended by weather barrier manufacturer.
1.6 SCHEDULING
{Specifier Note: The preferred order of installation for DuPont'"' Tyvek" CommercialWrap" is priar to the
installation of windows and daors.)
A. Review requirements for sequencing of installation of weather barrier assembly with installation of
windows, doors, louvers and flashings to provide a weather-tight barrier assembly.
B. Schedule installation of weather barrier materials and exterior cladding within nine months of weather
barrier assembly installation.
1.7 WARRANTY
A. Refer to Section [01 78 36 Warranties] [insert section number and title].
(Special manufacturer warranty program - The DuPont Cammercial Warranty Program is project specific and
reguires pre-construction approval by the manufacturer. Include warranty language only when manufacturer's
limited commercial warranty program is to be utilized. The DuPont Commercial Warranty Program is subject to
use of manufacturer's recommended installation methods, required pre-construction meetings and observation
visits during installation along with required submittal and post installation documentation process. Please refer
to: www.construction.TYVEK.com for complete details on the commercial or residential warranty programs.}
B. Special Warranty
1. Special weather-barrier manufacturer's warranty for weather barrier assembly for a period of ten (10)
years from date of final weather barrier installation.
2. Approval by weather barrier manufacturer for warranty is required prior to assembly installation.
3. Warranty A�eas: [Describe specific areas of work protected and areas of work excluded as required
by project conditions].
PART 2 - PRODUCTS
{Specifier Note: Product information is proprietary to DuPont'�'' Tyvek`" CammercialWrap`` . If additional products
are required for competitive procurement, contact DuPont Building Innovations for assistance.)
2.1 MANUFACTURER
A. DuPont Building Innovations; 4417 Lancaster Pike, Chestnut Run Plaza 721, Wilmington, DE 19805;
1.800.44TYVEK (8-g835); http://construction.tyvek.com
2.2 MATERIALS
A. Basis of Design: High-performance, spunbonded polyolefin, non-woven, non-perforated, weather
barrier is based upon DuPontr"' Tyvek° CommercialWrap° and related assembly components.
B. Performance Characteristics:
1. Air Penetration: 0.001 cfm/ft2 at 75 Pa, when tested in accordance with ASTM E2178. Type I per
ASTM E1677.
2. Water Vapor Transmission: 28 perms, when tested in accordance with ASTM E96, Method B.
3. Water Penetration Resistance: 280 cm when tested in accordance with AATCC Test Method 127.
4. Basis Weight: 2.7 oz/yd2, when tested in accordance with TAPPI Test Method T-410.
5. Air Resistance: Air infiltration at >1500 seconds, when tested in accordance with TAPPI Test
Method T-460.
6. Tensile Strength: 38/35 Ibs/in., when tested in accordance with ASTM D882, Method A.
7. Tear Resistance: 12/10 Ibs., when tested in accordance with ASTM D1117.
8. Surface Burning Characteristics: Class A, when tested in accordance with ASTM E 84. Flame
Spread: 10, Smoke Developed: 10.
2.3 ACCESSORIES
A. Seam Tape: 3 inch wide, DuPontT"� Tyvek� Tape for commercial applications.
B. Fasteners:
(Specifier Note: Fasteners are dependent upon substrate construction. More than one type of fastener may be
required on a single project. REVIEW construction conditions and DELETE fasteners that are unnecessary.)
1. (Specifier Note: Steel Frame Construction) DuPont'" Tyvek° Wrap Cap Screws, as manufactured by
DuPont Building Innovations: 1-5/8 inch rust resistant screw with 2-inch diameter plastic cap or
manufacturer approved 1-1/4" or 2" metal gasketed washer
AND/OR
2. (Specifier Note: Wood Frame Construction)
Tyvek° Wrap Caps, as manufactured by DuPont Building Innovations: #4 nails with large 1-inch
plastic cap fasteners.
AND/OR
3. (Specifier Note: Masonry Construction)
Masonry tap-con fasteners with Tyvek�"' Wrap Caps as manufactured by DuPont Building
Innovations: 2-inch diameter plastic cap fasteners.
C. Sealants
(Specifier Note: Sealants compatible with weather barrier assembly may be specified in this section or in
Division 07 sealants section. DELETE paragraphs 2 and 3 when sealants are specified in Division 07.)
1. Refer to Section [07 92 00 Joint Sealants] [insert section number and title].
OR
2. Provide sealants that comply with ASTM C920, elastomeric polymer sealant to maintain watertight
conditions.
(Specifier Note: Sealant products listed have been tested for compatibility and intermittent contact with DuPont
weather barrier materials. EDIT for specific project as appropriate when sealants are specified within this
section.)
3. Products:
a. Tremco 830
b. Tremco Butyl
c. Sealants recommended by the weather barrier manufacturer.
D. Adhesives:
1. Provide adhesive recommended by weather barrier manufacturer.
(Specifier Note: Products listed below are only recommendations for inclusion when required and should be
EDITED for specific project.)
2. Products:
a. Liquid Nails° LN-109
b. Polyglaze° SM 5700
c. Denso Butyl Liquid
d. 3M High Strength 90
(Specifier Note: SIA product meets California VOC requirements.)
e. SIA 655
f. Adhesives recommend by the weather barrier manufacturer.
E. Primers:
Provide flashing manufacturer recommended primer to assist in adhesion between substrate and
flashing.
{Specifier Note: Products listed below are only recommendations for inclusion when required and shouid be
EDITED for specific project.}
2. Products:
a. 3M High Strength 90
b. Denso Butyl Spray
(Specifier Note: SIA product meets California VOC requirements.)
c. S IA 655
d. Permagrip 105
e. ITW TACC Sta' Put SPH
f. Primers recommended by the flashing manufacturer
F. Flashing
(Specifier Note: Flashing is dependent upon construction conditions. DELETE flashing products that are
unnecessary and inappropriate for specific project.)
1. DuPontT�" FlexWrap"", as manufactured by DuPont Building Innovations: flexible membrane flashing
materials for window openings and penetrations.
AN D/O R
2. DuPontT'" StraightFlashT"", as manufactured by DuPont Building Innovations: straight flashing
membrane materials for flashing windows and doors and sealing penetrations such as masonry
ties, etc.
AN D/O R
3. DuPontT"" StraightFlash`�" VF, as manufactured by DuPont Building Innovations: dual-sided straight
flashing membrane materials for brick mold and non-flanged windows and doors.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify substrate and surface conditions are in accordance with weather barrier manufacturer
recommended tolerances prior to installation of weather barrier and accessories.
3.2 INSTALLATION — WEATHER BARRIER
A. Install weather barrier over exterior face of exterior wall substrate in accordance with manufacturer
recommendations.
B. Install weather barrier prior to installation of windows and doors.
C. Start weather barrier installation at a building corner, leaving 6-12 inches of weather barrier extended
beyond corner to overlap.
D. Install weather barrier in a horizontai manner starting at the lower portion of the wall surface'with
subsequent layers installed in a shingiing manner to overlap lower layers. Maintain weather barrier
plumb and level.
E. Sill Plate Interface: Extend lower edge of weather barrier over sill plate interface 3-6 inches. Secure to
foundation with elastomeric sealant as recommended by weather barrier manufacturer.
F. Window and Door Openings: Extend weather barrier completely over openings.
G. Overlap weather barrier
1. Exterior corners: minimum 12 inches.
2. Seams: minimum 6 inches.
H. Weather Barrier Attachment:
(Specifier Note: Attachment method is dependent upon substrate construction. DELETE methods that are
unnecessary and inappropriate for specific project.)
1. (Specifier Note: Steel or Wood Frame Construction) Attach weather barrier to studs through exterior
sheathing. Secure using weather barrier manufacturer recommended fasteners, space 12 -18
inches vertically on center along stud line, and 24 inch on center, maximum horizontally.
AN D/O R
2. (Specifier Note: Masonry Construction) Attach weather barrier to masonry. Secure using weather
barrier manufacturer recommended fasteners, spaced 12-18 inches vertically on center and 24
inches maximum horizontally. Weather barrier may be temporarily attached to masonry using
recommended adhesive, placed in vertical strips spaced 24 inches on center, when coordinated on
the project site.
(Specifier Note: Cladding anchors, supports and fasteners will iikely be specified in the section including the
cladding. COORDINATE the inclusion of the following paragraph in the appropriate specification section. With
weather barrier manufacturer's approval cladding anchors can be used to fasten the weather barrier.)
I. Apply 4 inch by 7 inch piece of DuPontT"" StraightFlash`" to weather barrier membrane prior to the
installation cladding anchors.
3.3 SEAMING
A. Seal seams of weather barrier with seam tape at all vertical and horizontal overlapping seams.
B. Seal any tears or cuts as recommended by weather barrier manufacturer.
(Specifier Note: Opening preparatian and flashing installation is dependent upon the construction of the
opening and construction of the window. DELETE execution requirements that are not appropriate for specific
project. COORDINATE proper design and detailing at windows, doors and other openings or intersections for
proper flashing in accordance with window manufacturer guidelines, industry standards and best flashing and
waterproofing practices.)
(Specifier Note: MAINTAIN the following opening preparation and flashing articles when used in conjunction
with non-flanged windows.)
3.4 OPENING PREPARATION (for use with non-flanged windows — all cladding types)
A. Flush cut weather barrier at edge of sheathing around full perimeter of opening.
B. Cut a head flap at 45-degree angle in the weather barrier at window head to expose 8 inches of
sheathing. Temporarily secure weather barrier flap away from sheathing with tape.
3.5 FLASHING (for use with non-flanged windows — all cladding types)
(Specifier Note: DuPont recommends the use of the 7-inch wide DuPont'" FlexWrapT�" with 2 by 4 framing and
9-inch wide DuPont�r" FlexWrap"' with 2 by 6 framing.)
A. Cut [7-inch] [9-inch] wide DuPontT�" FlexWrapT"' a minimum of 12 inches longer than width of sill rough
opening. Apply primer as required by manufacturer.
B. Cover horizontal sill by aligning DuPont'"' FlexWrap'"' edge with inside edge of sill. Adhere to rough
opening across sill and up jambs a minimum of 6 inches. Secure flashing tightly into corners by working
in along the sill before adhering up the jambs.
C. Fan DuPont�"' FlexWrapT"" at bottom corners onto face of wall. Firmly press in place. Mechanically fasten
fanned edges.
D. Apply g-inch wide strips of DuPont'" StraightFlashT'" at jambs. Align flashing with interior edge of jamb
framing. Start DuPont'�" StraightFlashT"" at head of opening and lap sill flashing down to the sill.
E. Spray-apply primer to top 6 inches of jambs and exposed sheathing.
F. Install DuPontT'" FlexWrapT'" at opening head using same installation procedures used at sill. Overlap
jamb flashing a minimum of 2 inches.
G. Coordinate flashing with window installation.
H. On exterior, install backer-rod in joint between window frame and flashed rough framing. Apply sealant
at jambs and head, leaving sill unsealed. Apply sealants in accordance with sealant manufacturer's
instructions and ASTM C 1193.
I. Position weather barrier head flap across head flashing. Adhere using 4-inch wide DuPont'""
StraightFlashT"" over the 45-degree seams.
J. Tape top of window in accordance with manufacturer recommendations.
K. On interior, install backer rod in joint between frame of window and flashed rough framing. Apply
sealant around entire window to create air seal. Apply sealant in accordance with sealant
manufacturer's instructions and ASTM C 1193.
(Specifier Note: MAINTAIN the following open preparation and flashing articles when used in conjunction with
flanged windows and doors. See further information on using DuPontT'" StraightFlashT"' VF with non-flanged or
brick mold windows or doors as required.)
3.6 OPENING PREPARATION (for use with flanged windows)
A. Cut weather barrier in a modified "I-cut" pattern.
1. Cut weather barrier horizontally along the bottom of the header.
2. Cut weather barrier vertically 2/3 of the way down from top center of window opening.
3. Cut weather barrier diagonally from bottom of center vertical cut to the left and right corners of the
opening.
4. Fold side and bottom weather barrier flaps into window opening and fasten.
B. Cut a head flap at 45-degree angle in the weather barrier at window head to expose 8 inches of
sheathing. Temporarily secure weather barrier flap away from sheathing with tape.
3.7 FLASHING (for use with flanged windows)
(Specifier Note: DuPont recommends the use of the 7-inch wide DuPont��" FlexWrap"" with 2 by 4 framing and
9-inch wide DuPont`�" FlexWrap'� with 2 by 6 framing.)
A. Cut [7-inch] [9-inch] wide DuPontTM FlexWrap'" a minimum of 12 inches longer than width of sill rough
opening.
B. Cover horizontal sill by aligning DuPontTM FlexWrapT"" edge with inside edge of sill. Adhere to rough
opening across sill and up jambs a minimum of 6 inches. Secure flashing tightly into corners by working
in along the sill before adhering up the jambs.
C. Fan DuPont'"' FlexWrapT"' at bottom corners onto face of wall. Firmly press in place. Mechanically fasten
fanned edges.
D. On exterior, apply continuous bead of sealant to wall or backside of window mounting flange across
jambs and head. Do not apply sealant across sill.
E. Install window according to manufacturer's instructions.
F. Apply 4-inch wide strips of DuPont'"' StraightFlashTM at jambs overlapping entire mounting flange.
Extend jamb flashing 1-inch above top of rough opening and below bottom edge of sill flashing.
G. Apply 4-inch wide strip of DuPont'�" StraightFlash'" as head flashing overlapping the mounting flange.
Head flashing should extend beyond outside edges of both jamb flashings.
H. Position weather barrier head flap across head flashing. Adhere using 4-inch wide DuPontT�"
StraightFlashT" over the 45-degree seams.
I. Tape head flap in accordance with manufacturer recommendations.
J. On interior, install backer rod in joint between frame of window and flashed rough framing. Apply
sealant around entire window to create air seal. Apply sealant in accordance with sealant
manufacturer's instructions and ASTM C 1193.
3.8 FIELD QUALITY CONTROL
(Specifier Note: Field observation by a manufacturer designated representative is mandatory for projects
where the DuPont Warranty is specified and recommended for all commercial projects using DuPont'"' Tyvek`R''
CommerciafWrap"". Requirement may be DELETED if DuPont Warranty is not specified.)
A. Notify manufacturer's designated representative to obtain (required] periodic observations of weather
barrier assembly installation.
3.9 PROTECTION
A. Protect installed weather barrier from damage.
END OF SECTION
DISCLAIMER:
DuPont Building Innovations Guide Specifications have been written as an aid to the professionally qualified
specifier and design professional. The use of this guideline specification requires the sole professional judgment
and expertise of the qualified specifier and design professional to adapt the information to the specific needs for
the building owner and the project, to coordinate with their construction document process, and to meet all the
applicable building codes, regulations and laws. DUPONT EXPRESSLY DISCLAIMS ANY WARRANTY,
EXPRESSED OR IMPLIED, INCLUDING THE WARRANTY OF MERCHANTABILITY OR FITNESS FOR
PARTICULAR PURPOSE OF THIS PRODUCT FOR THE PROJECT.
Please contact your local DuPont'"' Tyvek° Specialist at 1-800-44-Tyvek or visit www.Construction.Tyvek com
O Copyr�ght 2007 E.I. du Pont de Nemours and Company. All rights reserved. The DuPont Oval Logo, DuPont'�', The miracles of
science , Tyvek°, CommercialWrap°, FlexWrap'� and StraightFlashT"" are registered trademarks or trademarks of E.I. du Pont
deNemours and Company or its affiliates. All rights reserved.
Submit
ta I Fo r m
� ; ' . + i ` ; ',
� �
Residential and Commercial
Insulation Products
Submitted to:
Job Name:
Submitted by:
Date:
This Submittal Form is provided to assist you in specifying and selecting the proper CertainTeed insulation
products. Basic product descriptions and performance data are included. For further information or technical
assistance, contact your local CertainTeed representative.
CertainTeed Corporation, P.O. Box 860, Valley Forge, PA 19482
1-800-233-8990
Visit our web site at: http://www.certainteed.com
Customer Service 1-800-441-9850 • Fax 1-800-735-2381
Many of CertainTeed's Manufacturing plants are registered to ISO 9001:2000 standards.
Product Description
R-Values' and Thicknesses Applicable Standards
Unfaced Manu(actured in widths to permit
Building pressure fit installation. Used
Insulation �vith a separate vapor retarder or
where no vapor retarder is
required or recommended.
Kraft Faced Manufactured with a kraft paper
Building facing with a vapor permeance
Insulation rating of 1.0 or less. Includes
stapling tlanges.
DryRighY"
Building
Insulation
DryRight batt insulation, faced
with MemBrain", the Smart Vapor
Retarder, is intended for use in
either residential or commercial
construction as thermal and
acoustical insulation in wood
framed assemblies.
SpeedyR° Manufactured with a kraft paper
Kraft Faced facing with a vapor permeance
Building rating of 1.0 or less. No stapling
insulation required.
EZR'" Manufactured with a kraft paper
Building facing with a vapor permeance
Insulation rating of 1.0 or less and a
non-woven tissue adhered to the
fiber glass surface. No stapling
required.
Masonry
Wall
Insulation
Unfaced batts designed for use
behind paneling in masonry-
type construction where cavity
depth is limiled by the furring
strips. Used with a separate
vapor retarder or where no
vapor retarder is required or
recommended.
Nominal Nominal
R Thickness R Thickness
38 12' 21 51/2'
38C' 10 V4' 19 6 V4'
30 10' 15 3 �/2
30C` 8 �/4' 13 3 �/2'
25 8` 11 3 � /2'
22 6 �/2 — —
Gathedial Geiling Batt
Nominal Nominal
R Thickness R Thickness
38 12' 22 6 �/2'
38C' 101/4' 21 51/2'
30 10' 19 6 � /4'
30C' 8 �/a' 15 3 �/2
26 8 3/8' 13 3�/2'
25 8 11 3 �/2'
'Cathedral Ceilinc� Batl
Nominai Nominal
R Thickness R Thickness
38 12' 19 61/4
30 10' 13 3 � /2'
30C' 8 1/4' 15 3�/2
21 5 �/2' 11 3 �/2
'Cathedral Ceiling Batt
Nominal Nominal
R Thickness R Thickness
21 5 �/2 13 3 �/2'
19 6 � /4' — —
Nominal
R Thickness
13 3 1/2'
Nominal
R Thickness
6 1 3/4'
3 3/4
Complies ovith ASTM C665, Type I.
Is noncombustible, meeting test
criteria of ASTM E136. Thermal
performance determined by
ASTM C653 and C518.
Compiies with ASTM C665, Type II,
Class C, Category 1. Thermal
performance determined by
ASTM C653 and C518.
Complies with ASTM C665, Type II,
Class A, Category 1.
Thermal performance determined
by ASTM C653 and C518.
Water vapor permeance values are
determined by ASTM E96.
< 1.0 perm (57 ng/Pa•s•m')
(ASTM E96, Standard Desiccant method)
Dry Cup Mean, Relative Humidity=25°'0
> 8 penr�s (45G ng/Pa•s•m')
(ASTM E96, Standard Water method)
Complies with ASTM C665, Type II,
Class C, Calegory 1. Thermal
performance determined by
ASTM C653 and C518.
Complies with ASTM C665, Type II,
Class C, Category 1. Thermal
performance determined by
ASTM C653 and C518.
Complies with ASTM C665, Type I.
Is noncombustible, mceling test
criteria of ASTM E136. Thermal
performance determined by
ASTM C653 and C518.
'R means resistance to heat ilow. The higher the R-Value, the greater the insulating power.
Product Description
R-Values* and Thicknesses Applicabie Standards
Basement Available with perforated white
Wali flame resistant polypropylene or Nominal
insulation foil facings. Used to insulate R Thickness
walls of unfinished crawispaces 11 3 i/a'
and basements. Flame spread
rating is 25 or less. Available in
48" and 72" widths.
MemBrain'" Vapor retarder sheeting intended
Smart Vapor for use with unfaced, vapor
Retarder permeable mass insulation (fiber
glass and mineral wool) in wall
and ceiling cavities. MemBrain
is a polyamide film that changes
its permeability �vith ambient
humidily conditions.
Roil Nominal
Width Thickness
8 ft. 2 mil
9 ft. 2 mil
10 ft. 2 mil
12 ft• 2 mil
Complies with ASTM C665, Type II,
Class A, Category 2.
Thermal performance determined
by ASTM C653 and C518.
Water vapor permeance values are
determined by ASTM E96.
< 1.0 perm (57 ng/Pa•s•m')
(ASTM E96, Standard Desiccant method)
> 10 perms (570 ng/Pa•s•m�)
(ASTM E96, Standard Water method)
CertaSound'" pescri tion
Products p R-Values* and Thicknesses Applicable Standards
-:; ���- -_
Sound Unfaced batts manufactured in + Nominal Y Complies with ASTM C6G5, Type I.
Attenuation widths to permit pressure fit j R Thickness Is noncombustible, meeting test
Batts installation in steel stud systems� J�� criteria of ASTM E136. Thermal
11 3 �/2' �
8 2��2 ) performance determined by
�.�
ASTM CG53 and C518.
, r
Acoustical 24" x 48' batts either unfaced or Nominal �! Complies v✓ith ASTM C665, Type I
Ceiling Batts with tabless kraft paper facing. R 7nickness ��' (unfaced), Type II, Class C, Category
For use in suspended ceiling _t� �s�fi���-• ;� 1, (faced). Thermal performance
systems. , `�,_..� determined by ASTM C653 and
i� 11 3 t/2" � C518.
j,,. -
NoiseReducer" Batts are available �vith a white
krait facing (or easy positive Nominal
attachment to interior wood stud R Thickness
framing. �1 3 �/2'
Complies with ASTM C665, Type II,
Class C, Gategory 2. Thermal
performance determined by
ASTM C653 and C518.
Commercial Descri tion *
Products P R-Values and Thicknesses Applicable Standards
CertaPro" Manufactured in widths to /� Nominal Unfaced complies with ASTM C553, Type I,
AcoustaTherm" permit friction fit installation. R Thickness ASTM C665, Type I and is noncombustible,
Batts Unfaced is used with a 30 10' per ASTM E136.
separate vapor retarder or (Unfaced) Kraft Faced complies with ASTM C665,
where no vapor retarder is 19 .- 6�/a' Type II, Class C, Category 1.
required or recommended. (Unfaced, Thermal performance
Kraft-faced no tabs) determined by ASTM C518.
11
(Unfaced,
Kraft-faced no tabs)
8
(Unfaced)
3 � /2'
2 �/2'
'R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Commercial Descri tion •
Products P� R-Values and Thicknesses Applicable Standards
CertaPro'" Unfaced flexible blanket-type
Partition batts for use in commercial
Batts construction for acoustical
and thermal insulation in shaft
and partition walls.
CertaPro" Manufactured with a flanged
Thermal kraft paper facing providing a
Kraft Faced vapor retarder with a perm
Batts rating of 1.0 or less.
CertaPro" Manufactured with a flanged
Thermal foil/kraft vapor retarder
Foil Faced providing a perm rating of
Batts 0.05 or less. Has a flame
spread rating of 75 or less.
CertaPro'" Manufactured v✓ith a flanyed
Thermal flame resistant foil-scrim-kraft
FSK-25 Faced facing. Used where a flame
Batts spread rating of 25 or less is
required for insulation facings.
The facing has a perm rating
of 0.02 or less.
CertaPro'" Manufactured with a white or
ThErmal black flame-resistant poly-
Extended Flange scrim-kraft facing (PSK) or
FSK Faced, fiame-resistant foil-scrim-kraft
White & Black facing (FSK). Used where a
PSK Faced flame spread rating of 25 or
Batts less is required for insulation
facings. All facings have a
perm rating of 0.02 or less
and a 4" extended flange.
Nominal
R Thickness
5.8 1 1/2
Nominal
R Thickness
19 6 1 /4'
11 3 �/2'
Nominal Nominal
R Thickness R Thickness
38 12� 13 31/2'
30 10 11 3 7/2'
19 6 1 /a' - _
Nominal Nominal
R Thickness R Thickness
38 12' 13 3 1/2
30 10' 11 3 1/p'
19 6 �/4' - _
Nominal
R Thickness
30 (FSK only) �p'
19 (PSK & FSK) g t/q'
Complies with ASTM C553,
Type I, II, ASTM C665, Type I and is
noncombustible, per ASTM E136.
Complies with ASTM C553, Type I and
ASTM C665, Type II, Class C, Category
1. Thermal performance determined by
ASTM C177 or ASTM C518.
Complies with ASTM C553, Type I and
ASTM C665, Type III, Class B, Category
1, Thermal performance determined by
ASTM C177 and ASTM C518.
Complies with ASTM C553, Type I and
ASTM C665, Type III, Ciass A, Category
1. Thermal performance determined by
ASTM C177 or ASTM C518.
PSK & FSK comply with
ASTM C553, Type 1.
PSK complies with ASTM C665,
Type II, Class A, Category 1.
FSK complies with ASTM C665,
Type III, Class A, Category 1.
Thermal pertormance
determined by ASTM C 177 and
ASTM C518.
Product Description R-Values' and Thicknesses Specification Compliance
CertaPro" Flexible to rigid boards for
Commereial residential and commercial
Board construction. Manufactured
unfaced, �vith a reiniorced white
kraft and foil laminate (ASJ) or
an aluminum foil, glass scrim
kraft laminate (FSK).
Available in four densities:
CB 150: Light weight, used
where flexibility is desired.
CB 225: Semi-rigid board type.
CB 300: Board type with greater
rigidity and compressive
strength for a smoother more
abuse resistant surface.
CB 600: A rigid board product.
CB 150 CB 225 CB 300 CB 600 ASTM ASTM ASTM
R-Value Pidcness q-Value Tnicw�ess R-Value Thi�ness R-Value Tnidvxss P�OduCt C612 C665 C553
16.0 4' 17.4 4' 17.4 4' _ CB 150 Type IA Type IA Types I,
14.0 3�/2' 15.2 3�/2' 15.2 3�/2' - Type II or III II & III
- Cat o 1
12.0 3' 13.0 3' 13.0 3' -
- CB 225 Type IA - -
10.0 2 �/2' 10.9 21/2' 10.9 21/2' - -
CB 300 Types IA & IB - -
8.0 2' 8.7 2' 8.7 2' 9.1 2'
CB 600 Types IA & IB - -
6.0 1 7/2' 6.5 1 1/2" 6.5 1 1/2 6.8 1 1/2'
ASTM C1136 (Facing only) Type II: FSK;
- - 4.3 1' 4.3 1' 4.5 1' Type I: ASJ
FSK, Type I I I
ASJ, Type II
Ur�aced, Type I
`R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Product Description R-Values* and Thicknesses Specification Compliance
CertaPro" Rigid or semi-rigid fiber glass
AcoustaBoard'" board with a hlack mat facing fcr Type 225 Type 300 TyPe ASTM
Black acoustical applications in sound R-Value Thickness R-Value Thickness C612
studios or other acoustically 8.7 2• $ � 2� 225 Type IA
sensitive applications requiring a 6.5 1�/2' 6.5 1�/2 300 Types IA & IB
black exposed surface.
Available in two densities: 4 3 � 4.3 1'
Type 225 (2.25 pcf): Semi-rigid
board type.
Type 300 {3.0 pcf): Board lype
with greater rigidity and com-
pressive strength for a smoother
more abuse resistant suriace.
CertaPro'" 1/2" to 1" thick black fiber glass Com li
AcoustaBlanket" blanket with a durable fire- rype 15o Type 20o P�es with ASTM C553,
Black Thickness Thickness Type I and II. Acoustical
resistant black composite surface performance determined by
used for acoustical control 1' — ASTM C423 using Type A
applications in theaters, sound � i�2 i/2• mounting. Thermal resistance
studios or other acoustically determined by ASTM C177
sensitive applications requiring 2 — or C518.
a black exposed surface.
Metal Building CertainTeed fiber glass Metal
Insulation Building Insulation 202-96 is a flex-
202-96 ible blanket insulation furnished in
rolls and intended to be laminated
on one side with a suitable vapor
retardec It is used as a thermal
and acoustical insulation in the
roofs and sidewalls of pre-engi-
neered metal buildings and post
frame construction. Plain unfaced,
Metal Building Insulation 202-96
may be used as an additional
layer of insulation over laminated
metal building insulation in
systems or over the top of BUR or
single ply roofs in metal reroof
applications to achieve greater
thermal performance.
Commercial This product is used as a thermal
Blanket or acoustical insulation in commer-
Insulation cial buildinys where wide rolls of
unfaced insulation are required
such as retrofitting a warehouse. It
is atso used in post frame con-
struction. In roofs and sidewalls
this product can be used as a
second layer over the unfaced
side of Metal Buildiny Insulation
202-96. Additionally, it may be
installed over old roof decks (BUR
and metal) prior to application of a
new standing seam roof.
Limitations: This product is not
intended to be laminated with
vapor retarder facing and does
not meet the requirements of
NAIMA 202-96.
Nominal
R Thickness Widths Lengths
25 8� 36", 48". 60", 72" 3p'
19 6 3/8 36", 48', 60", 72" 50'
16 5�/2 36", 48", 60", 72' 50'
13 4 3/g' 36", 48", 60", 72' 75'
11 3 3/4' 36", 48", 60", 72" 100'
10 3 3/e' 36", 48". 60", 72" 100'
Nominal
R Thickness Widths Lengths
30 10� 48", 60", 72" 25'
25 8� 48°, 60", 72" 40'
19 6 1/4 48", 60", 72" 50'
11 3�/2 48", 60", 72" 100'
Metal Building Insulation 202-96
has physical properties that
regularly meet the requirements
of the follo�ving specifications:
ASTM C991, Type I Plain and
NAIMA 202-96. (Rev. 2000)
Commercial Blanket Insulation
has physical properties lhat regularly
meet the requirements of lhe
following speciiications:
ASTM C553, Type I and ASTM C665,
Type I Plain.
ASTM C665, Type I Plain.
'R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Premium
Blowing Wool Description
Products
R-Values* 8000 sqrft. Pounds per sqhft. Settled Thic�ess Stan'dards
InsulSafe� SP Fiber glass blowing insulation
for pneumatic application in
open attics.
60
49
44
38
30
22
19
13
OPTIMA� System including OPTIMA 56
System premium fiber glass blowing 47
insulation and OPTIMA 39
non-woven fabric or equivalent - 30
for closed cavities only. 23
15
31.4
25.2
22.4
19.1
14.9
10.8
9.3
6.2
71.0
60.3
49.6
38.8
29.5
18.8
0.972
0.780
0.695
0.591
0.462
0.334
0.289
0.192
1.988
1.688
1.388
1.088
0.825
0.525
22.00"
18.50"
16.75"
14.50"
11.75"
8.75"
7.75"
5.25"
13.25" (2 x 14)
11.25" (2 x 12)
9.25" (2 x 10)
7.25" (2 x 8)
5.50" (2 x 6)
3.50"(2x4)
Complies with
ASTM C764,
Type I. Thermal
performance is
determined by
ASTM C687
and ASTM
C518.
Complies with
ASTM C764,
Type I. Thermal
performance
is determined by
ASTM C687 and
ASTM C518.
Standard
Blowing Description Bags per Minimum Weight Min. Instailed/ Applicable
Wool R-Values* 1,000 sq. ft. Pounds per sq. ft. Settled Thickness Standards
UltraTherm" Fiber glass insulation material 4g
processed for pneumatic q4
application in attics. 38
30
22
19
13
42.2 1.056
37.6 0.941
32.6 0.815
25.5 0.638
� 8 6 0.466
16.� 0.402
11.0 0.276
20.25" Complies with
18.25" ASTM C764,
16.00" Type I. Is
12.75' noncombustible,
9.50" meetiny criteria
8•25" of ASTM E136.
5.75" Thermal
performance is
determined by
ASTM C687.
Spray Foam pescri tion *
Products p R-Values and Thicknesses
CertaSpray'" A two-component water blown Nominal Nominal Nominal Nominal
Open Cell spray polyurethane foam applied R Thickness R Thickness R Thickness R Thickness
Foam as a spray insulation. The foam 21 g• 15.8 4�/2' 10.5 3' S.3 1�/2'
provides thermal insulation for
the interior of buildings and 19.3 5�/2' 14 4' 8.8 2�/2' 3.6 1'
reduces air infiltration through 17.5 5� 12.3 3 i/2' 7.0 2' -
the building envelope.
CertaSpray" A two-component HFC-245fa
Closed Cell blown spray polyurethane foam
Foam applied as a spray insulation. The
foam provides thcrmal insulation
for the interior of buildings and
reduces air infiltration through the
building envelope.
Nominal Nominal
R Thickness R Thickness
38.7 6' 28.8 41/2'
35.5 5 �/2' 25.6 4'
32.3 5' 22.4 3 � /2" /
R
19
11.6
Nominal I I Nominal
'hickness R Thickness
�8.7 1 �!2'
,12��� 5.8 1'
2'
___... _._ .i �
Product Characteristics '
Sound CertainTeed's Fiber Glass products can reduce sound the wall surfaces plus the addition of insutation in stud
Transmission transmission when properly installed in construction cavities are the most effective means of reducing sound
Loss assemblies and can add from 3 to 12 points to the STC transmission. This may be accomplished by installing
rating depending on the type of assembly. The actual resilient channels on one side of the parlition, or with
rating is dependent on the workmanship, mass of total staggered or double wall constructions. The table on the
material, thickness of insulation and the air tightness of following page lists some typical sound rated partition
the construction. In wood stud assemblies, separation of assemblies.
`R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Product Characteristics (continued)
Surface These products have the followiny maximum flame spread and smoke developed ratings when tested per ASTM E84:
Burning Product Fiame Spread Smoke Developed
Characteristics Unfaced Building insulation 5
0
UltraTherm�' S 0
InsulSafe' SP 5 5
OPTIMA"' S 5
FSK-25 Building Insulation 25 50
Basement Wall Insulation 25 50
Standard Foil Faced Building Insulation 75 150
MemBrain " 20 55
DryRighC" <25 <50
CertaSpray" Open Cell Foam <25 <450
CertaSpray`" Closed Cell Foam <25 <450
FSK-25, Basement Wall and standard foil-faced insulation products have a critical radiant flux flame propagation
resistance equal to or greater than 0.12 w/cmz.
Fire Safety CertainTeed Unfaced Fiber Glass Building Insulation, Many building codes require that foam plastic insulation
OPTIMAy, InsulSafe� SP, and UltraTherm" are be covered with an approved 15-minute thermal barrier.
noncombustible per ASTM E136 test criteria. Consult local building code officials to ensure the
application meets local building codes and regulations.
Approximate STC Ratings
Wood Frame Partitions With Gypsum
Wallboard Facings (1/2" & 5/8")
Single studs/single layer facings
Single studs/resilient channel
Staggered studs/single layer facings
Double stud walls/single layer facings
Steel Stud Partitions With Gypsum
Wallboard Facings (1/2" & 5/8")
5ingle layer facings
Double layer one side, single layer oiher side
Double layer each side
No Insulation
1/2" 5/8��
34 35
39 40
39 43
46 45
No Insulation
2�/z" Studs 3 5/8" Studs
1/2" 5/8" 1/2" 5/8"
36 39 36 39
39 44 42 47
45 48 50 52
3 1/2" of CertainTeed Fiber Glass
Insulation (batts or blown)
1/2" 5/8��
39 38
46 50
50 51
57 57
3 1/z" of CertainTeed Fiber Glass
Insulation (batts or blown)
2�/2" Studs 3 5/8" Studs
1/2" 5/8" 1/2" 5/8"
45 47 47 50
50 52 52 55
54 57 56 58
Guide Specifications for CertainTeed Fiber Glass Thermal and Acoustical Insulations
Note to the specifier: Provide information
as required; delete inappropriate items
and fill in where indicated.
This guide specification applies to thermal
and acoustical insulation in walls, ceilings
and floors. It follows Construction
Specifications Institute (CSI) format.
Part 1 General
1.01 Work Included
State type of insulation and where it
is to be installed.
1.02 Related Work
State if separate vapor retarder
and/or air barrier is to be installed.
1.03 References
Include appropriate insulation
standards.
Part 2 Products
2.01 Acceptable Manufacturers
CertainTeed Corporation
2.02 Materials
Thermal Insulation
fnsulation for (ceilings) (walls) (floors)
shall be CertainTeed
inches thick,
with R-Value of ,
or Insulation for (ceilings) (or other
approved location) shall be CertainTeed
installed at minimum of
inches thick,
with bags/1,000 sq. ft.
for R-Value of
Sound Control Insulation
Insulation for (ceilings) (walls) (floors) shall
be CertainTeed
Acoustical Ceiling Batts
Insulation over suspended ceilings shall
be CertainTeed kraft-faced (3Y" R-11)
(6'/<" R-19) Acoustical Ceiling Batts.
Part 3 Execution
3.01 Preparation
Verify that mechanical and electrical
services in (ceilings) (walls) (floors)
have been installed and tested and, if
appropriate, verify that adjacent
materials are dry and ready to
receive insulation.
3.02 Installation
Installation shall be in accordance
with CertainTeed's instructions.
Guide Specifications for CertainTeed Commercial Fiber Glass Insulation Products
PART 1 - GENERAL
1.01 Summary
A. This section includes commercial
building thermal/acoustical insulation for
application to:
1. Exterior building walls;
2. Interior partition walls, shaft walls
and other interior surfaces;
3. Ceiling suspension systems.
1.02 Submittais
A. Prepare and submit for approval
information as required by the
conditions of the coniract and
Division 1 Submittals sections.
B. Submit product data for each thermal
and acoustical insulation product
specified.
1.03 Quality Assurance
A. Installers shall be qualified to perform
work of this section and shall be experi-
enced in the performance of installation
operations as appropriate to the project.
1.04 Delivery and Storage
A. Dcliver all insulation materials and
accessories to the project site in
manufacturer's original, unopened,
undamaged packaging, with ail identification
labels intact. Store in a safe place protected
from dust, dirt, moisture and physical abuse
before and during installation.
PART 2 - PRODUCTS
2.01 Approved Manufacturer
and Products
A. All thermal/acoustical insulation
materials shall be in accordance with
Division 1 Submittals, manufactured by
CertainTeed Corporation, including but
not limited to:
1. CertaPro AcoustaTherm Batts, Unfaced
or Kraft Faced (no tabs).
2. CertaPro Partition Batts, Unfaced.
3. CertaPro Thermal Kraft Faced Batts.
4. CerfaPro Thermal Foil Faced Batts.
5. CertaPro Thermal FSK-25 Faced Batts.
6. CertaPro Thermai Extended Flange
Batts, FSK Faced.
7. CertaPro Thermal Extended Flange
Batts, Black PSI< Faced.
8. CertaPro Thermal Extended Flange
Batts, White PSK Faced.
9. Building Insulation, Unfaced, Kraft
Faced.
10. CertaPro Commercial Board,
Unfaced, FSK Faced, ASJ Faced.
11. CertaPro AcoustaBoard Black.
12. CertaPro AcoustaBlanket Black.
13. Metal Building Insulation 202-96
(Rev. 2000).
14. Commercial Blanket Insulation.
B. Where applicable, specify product
thicknesses and length/width dimensions
so insulation completely fills wall cavities
to meet thermal and acoustical
performance specifications.
C. Specify type of vapor retarder facing
to meet water vapor transmission and
fire rating specifications.
2.01 Products and Applications
A. Curtain Wall Insulation:
1. CertaPro AcoustaTherm Batts,
Unfaced or Kraft Faced (no tabs).
R-Value:
2. CertaPro Thermal Kraft, Foil, or FSK-
25 Faced Batts.
R-Value:
3. CertaPro Commercial Board,
Unfaced, FSK or ASJ Faced.
R-Value:
B. Partition Insulation:
1. CertaPro Partilion Batts, Unfaced.
R-Value: 5.8.
C. Interior Cavity Wall Insulation:
1. CertaPro AcoustaTherm Batts,
Unfaced or Kraft Faced.
R-Value:
2. CertaPro Thermal Batts, Kraft,
Foil, or FSK-25 Faced.
R-Value:
3. CertaPro Thermal Extended
Flange Batts, FSK or PSf< Faced.
R-Value:
GREENcg� . . .. Seal and . ...,, �a�',�\
GUARDr �"S°�ate �� � .� � �so
.�.,,. ��,�,h ',� ,,'�r�•�� �"��J
, ENERGYSTAR a ��,,,�,�
NAIMA
ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS:
EXTERIOR: ROOFING • SIDING • WINDOWS • FENCE
INTERIOR: INSULATION • GYPSUM • CEILINGS
CertainTeed Corporation
P.O. 6ox 860
Vallcy Forgc, PA 19�82
Professional: S00-233-8990
Consumer: 500-782-5777
�v�vw, ccrtaintecd. com
D. Insulation over ceiling suspension
systems:
1. CertaPro AcoustaTherm Batts,
Unfaced or Kraft Faced (no tabs).
R-Value:
E. Insulation for acoustic control in
iheaters, sound studios, etc.:
1. CertaPro AcoustaBoard Black.
R-Value:
2. CertaPro AcoustaBlanket Black.
R-Value:
F. Insulation for metal building ceiling
and side wall appiications:
1. CertainTeed Metal Building 202-96
( Rev. 2000).
R-Value:
2. Commercial Blanket Insulation.
R-Value:
PART 3 - EXECUTION
3.01 Inspection
A. Verify thal all insulation may be
installed in accordance with project
drawings, thermal and acoustical design
requirements and fire ratings.
B. Confirm that all exierior and inlerior
wall, partition, and floor/ceiling assembly
constriiction has been completed to
the point where the insulation may be
correctly installed.
3.02 Installation
B. Install all insulation in compliance with
manufacturer's published instructions
and good workmanship so that
acoustical and thermal performance
requirements are met.
3.03 Safety Precautions
A. Properly protect insulation contractor's
employees during installation of all
insulation. Protection shall include proper
attire when handliny and applying
insulation rnaterials, and shall include
but not be limited to gloves, hard hats,
disposable dust respirators, and eye
protection.
B. Conduct all job site operations in
compliance with applicable provisions
of the Occupational Safety and Heallh
Act and/or local safety and health codes
and regulations.
RAILING • TRIM • DECKING • FOUNDATIONS • PIPE
. � � �. �
� I1/Og CeruinTeed Corporuion Cocie: 30..21.1±4JAnsulaiion Froduct; SuLmn�ai Sheet
PRODUCT PRDVIDED:
Unfaced Batts and Blankets.
cibe� glass insula?;en desigred to be friction
r�! be�:veen fram;ng members. Specifier cer-
m�tted cheice o` warm side vapor retarders,
inciuding fci! backed gypsum board or pc!y-
eihviene �lm.
Unfaced fiber glass insulation is aiso 2�.
ex�e'!ent sound cor.trc( insulatior, desiyred
f�r i;,staf;ation in floor systems and in p2rtition
waiis belveen rooms cr dweliings.
b"Jhen tested in accordance with AST^�1 E 84,
nateriai nas Fire Hazard Classification cf
2�'S0 cr less.
Camplies with the requirements of the appii-
cable ASTP,•1 and cancelled federai specifica-
tions:
ASTM C 665, Type I, Class A
HH-I-521F. Type I, Class A
ASTP,� E 130
8';:" R-25 �
. .s izl R-11 � " -2
� ' � 10" R-3
�.R?g ' \n" -
5'r -
Foit Faced Batts and Blaekets.
Fiber glass foil insuiation with asphalt-coated
kraPJfoii facing with fl2�;ges. Foil vapor
reiarder has vapor iransmission (permeancel
rating of .OS or less. Insulation shoufd not be
feft exposed. Cover with fire rated finishing
surface.
Gomplies with the requirements of the appli-
cable ASTM 2nd canceiled federal speafica-
tions:
ASTPA C o65, Type lil, Class B
HH-(-;,2'•� Tyoe II!, Class B
3'/." R-11 9" R-26
�'!z- R-i? 10" R-30
6'!�' R-?9 12" R-3&
Kraft Faced 8atts and Blankets.
Fiber glass insulation with asphaited kraft
paper with cr without stapfing flarges. Kraft
vapor retarder has vapor transmission (per-
meancej rating or` 1.0 or less.
Kraft far,ed fiber glass irsulation is aiso an
excelier, sound control insulation, designed
fcr ir,stailaiion in floor systems and in parti;ion
walis between rooms or dwellings. Kraft �ac-
ing will bum and should be not be left
exposed. Irstall kraft faang in ccniact with
approyed inish materiai.
�� KMAUF 31tBAl�tTTAL SHEET � � '
c,sse =�� ��oa
„�,'5MI?TAL �ATE
BUiLD16�G INSULATION
Compiies ��vi?h the requirerrer,s o` the appli-
cabie E.�'P,i a;d ��arcei�ed fEde�al Spe�ifca-
ti � ns:
AS'i1; C �65, Type �i, Cizss C
NH-i-�� iF, �ype i�, Ciass C
?',. R_,• 5" R-26
3';," P,-'3 10" R-30
F' ,'. p a� 12" R-38
6'::' R-22
fSK-25 Fo'si Faced Batts and Blankets.
Fiber glass irsuiaticn with flarged reir:forced
foi(rscrim; kraft `acing with an average vapor
transmissicn (permeance} rating of .�4.
Nlhen tested in accerdance with ASTP/ E 94,
nateriai has Fire Hazard Classificati�n cf
2515G or!?ss.
Ccmpfies with tne requiremen±s oi the app!i-
cabie ASTP.1 and canceiled federal specific�
tions:
P.STM C 665, TypF III, Cfess A
HH-I-521F, -ype lil, ClassA
3'h" R-11 � 9" R-26
� 3�:i R-13 � 10" R�0
5'i�" R-19 12' R-38
8V�" R-15
Specialty Insulation
8asement Wall Insulation.
A; exibie fiber gfass blankei with choice
of reinforced vapor barrier. It is a cosf-
efrective thermal irsufation fcr Iew-u affic
a�eas of the hcme when affixed to the
interior side of basement masonry walls.
When tested i� ac;,ordance with ASTM t
84, material has �ire Hazard
Ciassific2ticn ef 25150 ar less.
Compties with the requiremerts cf the
applicabie AST"+� and carceiled federai
speci icaticns:
FSK �oil Faced:
ASTM C 665, Type Ilf, Class A
HH-I-521r, Tyoe L'f, Class A
VSK Whiie Viny! Faced:
ASTM C 565, Type I�, Class A
HH-I-521 r, Type II, Class A
� 3'(:" R-tt
Sii! Sealer.
P. `'�x �le ur`a��; `;ber �,ass ��su!z: ��
desigr,ed f�r ase �E;'NF6�" '�B Sii' �:`,G
a- . .,:e F�un�7at;a? �,r�a[� . crc�,ideV2� a �
,:itra;iCn ba'ne:.
`r'; �en tested �n aceorciaece ;v fh �,�-':-: E
04, maiera( has Fire Nazard C:assifica�ic^
cf 2�J5G or iess.
Ccmpi;es with th� reyuiremen;s cf !he
applicab;e Hs-rn a�d car�e!!ed `e�erai
5 �BCIf Ce?tC.'IS:
ASTP.' C 665, Type i, Ciass �
HH-i-521F. -'rPe I, Class,�.
.?','<" x 4" 1; r' x 6"
THERMAL PERFQRN!QNGE
Thermal resistance (R-�:alue) o�'he ins��ation
only �s cer;ified to be as �e�rese�;ed aba�e wren
measured at a mear. terpera,u-e of ?�°r ;24°C;
ar,d subject ;o manufacturing aRd testirc !oier-
ances.
F(BER GLASS AND hlOiD
Fibei glass insulation wii; �et sus;ain mcid
qrowtn. However, moid can grow cr� almcs� ar�y
matenal when it oecomes wet and coniarinated
vritn organic materiafs. Carefully irspect any
insulatio� that has beer exposed to �roai�+. i� it
sho�„vs any s�gn oi mc!d it rust be aiscaraed. i'
the material is wet �ut shcws ne evider�ce cf
^�o;d, it snould be dried rapidly ard thorcughly.
!f it sf;ows signs of Tacing degrzdatior, fron wet-
ting, it shou!d be replaced.
QUAlITY ASSl1RAPlCE
Or-line production is peri�irally tested .o ensure
that Knauf insula!ior: delivers tne stata� thermal
pe�for,mance or better when prop2rh;� i� st�iied at
the iabel thickness.
See Knauf Commercia! Buiiding insulaiion
Submiita! (Bi-SS-7} or High Density 3uiiding
Ins�lation Su�mitizl (63-S�-9j for addiiicnai
products.
KHAUF INSULATION Gmbi!
Gne Knauf Drive, Shelbyville, IPS 46176
(800) 825-4434 ext. 8300
FPX (317} 398-3675
www. KnaufUSA. com
0 �OL'4 Knauf Insulation GmbN
�--'—"----.._._... _..__ __-- ihiz ProEUCr i; mrti:ied kr �mCwr a�r que��ry oy ���
�� Tho GP.EE�+GUARO E�rnenbl �nsAii te', �
g!o[a�. norwra^. organ�atian. Provqm3 tne
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Submittal Form
_ � __�
Residential and �ommerciai
tnsulation Products
Submitted to:
Job Name:
Submitted by:
Date:
This Submittal Form is provided to assist you in specifying and selecting the proper CertainTeed Insulation
products. Basic product descriptions and performance data are included. For further information or technical
assistance, contact your local CertainTeed representative.
CertainTeed Corporation, P.O. Box 860, Vailey Forge, PA 19482
1-800-233-8990
Visit our web site at: http://www.certainteed.com
Customer Service 1-800-441-9850 • Fax 1-800-735-2381
Many of CertainTeed's Manufacturing plants are registered to ISO 9001:2000 standards.
Product Description
R-Values'and Thicknesses
Applicable Standards
Unfaced Manufactured in widths to permit
Building pressure fit instailation. Used
insulation with a separate vapor retarder or
where no vapor retarder is
required or recommended.
Kraft Faced Manufactured with a kraft paper
Building facing with a vapor permeance
insulation rating of 1.0 or less. Includes
stapling flanges.
DryRight"
Building
Insulation
DryRight batt insulation, faced
with MemBrain", the Smart Vapor
Retarder, is intended for use in
either residential or commercial
construction as thermal and
acoustical insulation in wood
framed assemblies.
SpeedyR" Manufactured with a kraft paper
Kraft Faced facing with a vapor permeance
Building rating of 1.0 or less. No stapling
Insulation required.
EZR° Manutactured with a kraft paper
Building facing with a vapor permeance
Insulation rating ot 1.0 or less and a
non-woven tissue adhered to the
fiber glass surface. No stapiing
required.
Masonry
Wali
Insulation
Unfaced batts designed for use
behind paneling in masonry-
iype construction where cavity
depth is limited by the furring
strips. Used with a separate
vapor retarder or where no
vapor retarder is required or
recommended.
Nominal Nominal
R Thickness R Thickness
38 12' 21 5 i!2'
38C" 10 �/a' 19 6 �/a'
30 10' 15 3 �/2'
30C' 8 �/a' 13 3 �/2'
25 8' 11 3 �/2'
22 6 �/2' — —
'Cattced2l Ceiling Batt
Nominal Nominal
R Thickness R Thickness
38 12' 22 6 �/2'
38C' 10 �/4' 21 5 �/2'
30 10' 19 6 �/4'
30C` 8 1/4' 15 3�/2'
26 8 3!8' 13 3�/2'
25 8' 11 3 �/2'
'Cathedral Ceiling Batt
Nominal Nominai
R Thickness R Thickness
38 12' 19 6 �/a'
30 10` 13 3 �/2'
30C' 8 �/a' 15 3 �/2'
21 5 1/2' 11 3 1/2'
'Catl�edral Ceiling Batt
Nominal Nominal
R Thickness R Thickness
21 5 �/2 13 3 �/2'
19 6 1/4' — —
Nominal
R Thickness
13 3 �/2'
Nominal
R Thickness
6 1 3/4'
3 3/4
Complies with ASTM C665, Type I.
Is roncombustible, meeting test
criteria of ASTM E136. Thermal
performance determined oy
ASTM C653 and C518.
Complies with ASTM C665, Type II,
Ciass C, Category 1. Thermal
performance determined by
ASTM C653 and C518.
Complies with ASTM C665, Type II,
Class A, Category 1.
Thermai performance determined
by ASTM C653 and C518.
Water vapor permeance values are
deiermined by ASTM E96.
< 1.0 perm (57 ng/Pa•s•m`)
(ASTM E96, Standard Desiccant method)
Dry Cup Mean, Relative Humidity=25%
> 8 perms (456 ng/Pa•s•mZ)
(ASTM E96, Standard Water method)
Compiies with ASTM C665, Type II,
Ciass C, Category 1. Thermal
performance determined by
ASTM C653 and C518.
Complies with ASTM C665, Type II,
Ciass C, Category 1. Thermal
performance determined by
ASTM C653 and C518.
Compiies with ASTM C665, Type I.
is noncombustible, meeting test
criteria of ASTM E136. Thermal
performance determined by
ASTM C653 and C518.
`R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Product Description
R-Values* a�d Thicknesses Applicable Standards
Basement Available with perforated white Nominal
Wai! flame resistant polypropylene or R Thickness
Insulation foii facings. Used to insulate ii 3��$
walis of unfinished crawlspaces
and basements. Flame spread
rating is 25 or less. Available in
48" and 72° widths.
MemBrain'" Vapor retarder sheeting intended
Smart Vapor for use with unfaced, vapor
Retarder permeable mass insulation (fiber
glass and mineral wool) in wall
ar,d ceiling cavities. MemBrain
is a polyamide film that changes
its permeability with ambient
humidity conditions.
Roll Nomir:al
Width Thickness
8 ft. 2 mil
9 ft. 2 mil
10 ft. 2 mil
12 ft. 2 mil
Complies with ASTM C665, Type II,
Class A, Category 2.
Thermal performance determined
by ASTM C653 and C518.
Water vapor permeance values are
determined by ASTM E96.
< 1.0 perm (57 ng/Pa•s•mz)
(ASTM E96, Standard Desiccant method}
> 10 perms (570 ng/Pa•s•mZ)
(ASTM E96, Standard Water method)
Prod cts ndm �scription R-Values` and Thicknesses Applicable Standards �.
Sound Unfaced batts manufactured in Nominat
Attenuation vridths to permit pressure fit R rhickness
Batts installation in steel stud systems. » 3��2
8 2 1/2'
Acoustical 24" x 48" batts either unfaced or Nominai
Ceiling Batts with tabless kraft paper facing. R rhickness
For use in suspended ceiling 1g 6�/a"
systems.
11 3 �/2'
NoiseReducer'" Batts are available with a white
kraft facing for easy positive Nominai
R Thickness
attachment to interior wood stud
framing. �� 3 ��2
Comolies with ASTM C665, Type I.
Is norcombustible, meeting test
criteria of ASTM E136. Thermai
performance determined by
ASTM C653 and C518.
Complies with ASTM C66�; Type I
(unfaced), Type II, Class C, Category
1, (faced}. Thermal performance
determined by ASTM C653 and
C518.
Complies with ASTM C665, Type II,
Class C, Category 2. Thermal
performance determined by
ASTM C653 and C518.
Pr��s �a� Description R-Values* and Thicknesses Applicable Standards
CertaPro'" Manufactured in widths to
AcoustaTherm" permit friction fit installation.
Batts Unfaced is used with a
separate vapor retarder or
where no vapor retarder is
required or recommended.
Nominal
R Thickness
30 10'
(Unfaced)
19 6 1/4'
(Unfaced,
Kraft-faced no tabs)
11 3 �/2
(Unfaced,
Kraft-iaced no cabs)
8 2 �/2'
(Unfaced)
Unfaced compfies with ASTM C553, Type I,
ASTM C665, Type i and is noncombustible,
per ASTM E136.
Kraft Faced complies with ASTM C665,
Type IL Class C, Category 1.
Thermal performance
determined by ASTM C518.
'R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Commercia! Description R-Values* and Thicknesses Applicable Standards
Products
CertaPro" Urfaced fiexible bianket-type
Partition batts for use in commerciai
Batts construction for acoustical
and thermaf insulation in shaft
and partition walls.
CertaPro° Manufactured with a flanged
Thermal kraft paper facing providing a
Kraft Faced vapor retarder with a perm
Ba� rating of 1.0 or less.
CertaPro"' Marufactured with a tlanged
Thermal toii/kraft vapor retarder
Foii Faced providing a perm rating of
Batts 0.05 or less. Has a flame
spread rating of 75 or less.
CertaPro° Manufactured with a flanged
Thermal flame resistant foil-scrim-kraft
FSK-25 Faced facing. Used where a flame
Batts spread rating of 25 or less is
required for insuiation facings.
The facing has a perm rating
of 0.02 or less.
CertaPro" Mar.utaciured with a white or
Thermal black flame-resistant poly-
Extended Flange scrim-kraft facing (PSK) or
FSK Faced, flame-resistant foil-scrim-kraft
White & Black facing (FSK). Used where a
PSK Faced flame spread rating of 25 or
Batts less is required for insulation
facings. All facings have a
perm rating of 0.02 or less
and a 4" extended flange.
Nominal
R Thickness
5.8 1 �/2'
Nominal
R Thickness
19 6 �/4
11 3 �/2'
Nominal Nominal
R Thickness R Thickness
38 12' 13 3 �/2'
30 10' 11 3 �/2'
is s ��a' — —
Nominai Nominal
R Thickness R Thickness
38 12' 13 3 �/2'
30 10' 11 3 1/2
19 6 �/a — —
Nominal
R Thickness
30 (FSK only) 10�
19 (PSK & FSK) 6 �/4'
Complies with ASTM C553,
Type I, Ii, ASTM C665, Type I and is
noncombusTible, per ASTM E136.
Complies with ASTM C553, Type I and
ASTM C665, Type II, Class C, Category
1. Thermal performance determined by
ASTM C177 or ASTM C518.
Complies with ASTM C553, Type I and
ASTM C665, Type III, Class B, Category
1. Thermal performance determ+ned by
ASTM C177 and ASTM C518.
Complies with ASTNt C553, Type I and
ASTM C665, Type III, Cfass A, Category
1. Thermal performance determined by
ASTM C177 or ASTM C518.
PSK & FSK comply with
ASTM C553, Type 1.
PSK complies with ASTM C665,
Type II, Class A, Category 1.
FSK complies wfth ASTM C665,
Type III, Ciass A, Category 1.
Thermal performance
determined by ASTM C177 and
ASTM C518.
Product Description R-Values' and Thicknesses Spec'rfication Compliance
CertaPro° Flexible to rigid boards for
Commerciat residential and commercial
Board construction. Manufactured
unfaced. with a reinforced v✓hite
kraft and foil laminate (ASJ) or
an aluminum foil, glass scrim
kraft laminate {FSK}.
Avaitable in four densities:
CB 150: Light weight, used
where flexibility is desired.
CB 225: Semi-rigid board rype.
CB 300: Board rype with greater
rigidity and compressive
strength for a smoother more
abuse resistant surface.
CB 600: A rigid board product.
ASTM ASTM ASTM
Product C612 C665 C553
CB 150 Type IA Type IA Types I,
Type II or III II & Itl
1
CB 225 Type IA — —
CB 300 Types IA & IB — —
CB 600 Types IA & IB — —
ASTM C1136 (Faang onry) Type il: FSK;
Type I: ASJ
FSK, Type III
AS.1, Type II
Unfaced, Type I
•R means resistance to heat flow. The higher the R-Value, the greater the insul8ting power.
Product Description R-Values` and Thicknesses Specification Compliance
CertaPro° Rigid or semi-rigid fiber glass T 225 T 300 ASTM
AcoustaBoard° board with a black mat facing for Y� y� TyPe cs�2
Black acoustical applications in sound R-Value Thickness R-Value Thickness
studios or other acoustically 8.7 p� g � 2• 225 Type IA
sensitive applications requiring a 6.5 1 1/2' 6.5 1 i/2' 300 Types IA & IB
black exposed surface.
Available in two densities: 4�3 1 4.3 1'
Type 225 (2.25 pcf): Semi-rigid
board type.
Type 300 (3.0 pc�: Board type
with greater rigidity and com-
pressive strength for a smoother
more abuse resistant surface.
CertaPro° 1/2° ta 1" thick black fiber glass - Complies with ASTM C553,
AcoustaBlankeY" blanket �vith a durable fire- 7ype � so rype 20o Type I and I1. Acoustical
Black resistant black com osite surface Thickness rn���,�
p performance determined by
used for acoustical control 1' — ASTM C423 using Type A
applications in theaters, sound ���2 ��2 mounting. Thermal resistance
studios or other acoustically determined by ASTM C177
sensitive applications requiring 2 — or C518.
a black exposed surface.
Metat Building CertainTeed fiber glass Metal
Insulation Building Insulation 2(32-96 is a fiex-
202-96 ible blanket insulation furnished in
rolls and intended to be laminated
or, one side with a suitable vapor
retardec It is used as a theRnal
and acoustical insulation in the
roofs and sidewalls of pre-engi-
neered metal buildings and posi
frame construction. Plain unfaced,
Metal Building Insulation 202-96
may be used as an additional
layer of insulation over laminated
metal building insulation in
sys:ems or over the tap of BUR or
single ply roofs in metal reroof
applications to achieve greater
thermal performance.
Commercial This product is used as a thermal
Blanket or acousUcal insulation in commer-
lnsulation cial buildings where wide rolls of
unfaced insulation are required
such as retrofitting a warehouse. It
is also used in post frame con-
struc7on. In roofs and sidewalls
this product can be used as a
second layer over the unfaced
side of Metal Buflding Insulation
202-96. Additionally, it may be
installed over old roof decks (BUR
and metal} prior to applicaoon of a
new standing seam roof.
LimitaUOns: Thls product is not
iritended to be laminated with
vapar retarder facing and does
not meet the requirements of
NAIMA 202-96.
Nominal
R Thickness Widths Lengths
25 8' 36", 48", 60", 72" 3d'
19 6 3/8' 36", 48", 60", 72" 50'
i6 5 �/2 36", 48", 60", 72" 50'
13 4 3/8 36", 48", 60", 72" 75'
11 3 3/a' 36", 48", 60", 72" 100'
10 3 3/8 36", 48", 60", 72" 100'
� Nominal
R IThickness Widths Lengths
30 10� 48", 60", 72" 25'
25 8' 48", 60", 72" 40'
19 6�/4 48", 60", 72" 5Q'
11 3 �/2 48", 60", 72" 100'
Metal Building Insulation 202-96
has physical properties that
regularly meet the requirements
of the following specifications:
ASTM C991, Type I Plain and
NAIMA 202-96. (Rev. 2000)
Commercial Blanket Insulation
has physical properties that regularly
meet the requirements of :he
following specifications:
ASTM C553, Type I and ASTM C665;
Type I Plain.
ASTM C665, Type I Plain.
"R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Premium
Blowing Wool Description
Products
Bags per Minimum Weight Min. Installed! Applicable
R-Values* 1,000 sq. ft. Pounds per sq. ft. Settled Thickness Standards
InsulSafe� SP Fiber glass blowing insulation
for pneumatic application in
open attics.
OPTIMA° System inciuding OPTIMA
System premium fiber glass blowing
insulation and OPTIMA
non-woven fabric or equivalent -
for closed cavities only.
60
49
44
38
30
22
19
13
56
47
39
3d
23
15
31 4
25.2
22.4
19.1
14.9
10.8
9.3
6.2
71.0
60.3
49.6
38.8
29.5
18.8
0.972
�.780
0.695
0.591
0.462
0.334
0.289
0.192
1.988
1.688
1.388
1.088
0.825
0.525
22.00"
18.50"
16.75"
14.50"
11.75'
8.75"
7.75"
5.25"
13.25" (2 x 14)
11.25"(2 x 12)
925° (2 x 10)
7.25" (2 x 8)
5.50" (2 x 6)
3.50"(2x4)
Complies with
ASTM C764,
Type I. Thermal
performance is
determined by
ASTM C687
and ASTM
C518.
Complies with
ASTM C764,
Type I. Thermal
performance
is determined by
ASTM C687 and
ASTM C518.
Standard
Blowing Description
Wool
Bags per Minimum Weight Min. Installed/ Applicable
R-Values* 1,000 sq. ft. Pou��ds per sq. ft. Settled Thickness Standards
UltraTherm� Fiber gfass insulation material 49 42.2 1.056 20.25" Complies with
processed for pneumatic 44 37.6 0.941 18.25" ASTM C764,
application in attics. 38 32.6 0.815 16.00' Type I. Is
3d 25.5 0.638 12.75° noncombustible,
22 18.6 0.466 9.50" meeting criteria
19 16.1 0.402 8.25" of ASTM E136.
13 11.0 0.276 5.75" Thermal
performance is
determined by
ASTM C687.
Spray Foam pescription R-Values* and Thicknesses
Products
CertaSpray"' A iwo-component water blown Nominal Nominal Nominal Nominal
Open Cell spray pofyurethane foam applied R Thickness R Thickness R Thickness R Thickness
Foam as a spray insulation. The foam 2i 6' 15.8 4�/2' i0.5 3' 5.3 1�/2°
provides thermal insulation for
Fhe interior of buildings and �9�3 5 V2' 14 4' 8.8 2�/2' 3.fi 1'
reduces air infiltration through 17.5 5' 12.3 3�!2' 7.0 2' - -
the building envelope.
CertaSpray" A iv✓o-component HFC-245fa
Closed Cell blown Sprdy polyurethane f08m Nominal Nominal Nominat Nominal
Foam applied 2s a spray insulation. The R Thickness R Thickness R Thickness R Thickness
foam provides thermal insulation �•� 6' 28.8 4�l2 19 3' 8.7 1�/z'
for the interior of buildings and 35.5 5�/2' 25.6 4' 16 2�/2 5.8 1'
reduces air infiltration through the 32.3 5' 22.4 3 V2' 11.6 2' - -
building envelope.
Product Characteristics
Sound CertainTeed's Fiber Glass products can reduce sound the wall surfaces plus the addition of insuiation in stud
Transmission transmission when properly installed in construction cavities are the most effective means of reducing sound
loss assemblies and can add from 3 to 12 points to the STC transmission. This may be accomplished by installing
rating depending on the type of assembly. The actual resilient channels on one side of the partition, or with
rating is dependent on the workmanship, mass of total staggered or double wall constructions. The table on the
material, thickness of insulation and the air tightness of followir�g page lists some typical sound rated partition
the construction. In wood stud assemblies, separation of assemblies.
`R means resistance to heat flow. The higher the R-Value, the greater the insulating power.
Product Characteristics (continued)
Surtace These products have the foilowing maximum f!ame spread and smoke developed ratings v✓hen tested per ASTM E84:
Burning product Flame Spread Smoke Developed
Characteristics Unfaced Building Insulation 5 0
UltraTherm� 5 0
InsulSafe•� SP 5 5
OPTIMA" 5 5
FSK-25 Building Insulation 25 50
Basement Wali Insulation 25 50
Standard Foil Faced Building Insulation 75 150
MemBrain" 20 55
DryRight" <25 <50
CertaSpray` Open Celi Foam <25 <450
CertaSpray' Closed Celi Foam <25 <450
FSK-25. Basement Wall and standard foii-faced insulation products have a critical radiant fiux flame propagation
resistance equal to or greater than 0.12 w/cm�.
Fire Safety CertainTeed Unfaced Fiber Glass Building Insulation, Many building codes require tha: foam plastic insulation
OPTIMA", InsulSafe` SP, and UltraThermF are be covered with an approved 15-minute thermal barrier.
noncombustible per ASTM E136 test criteria. Consult local building code officials to ensure the
application meets local buiiding codes and regulations.
Approximate STC Ratings
Wood Frame Partitions With Gypsum
Waliboard Facings (1/2" & 5/8")
Single studs/single layer facings
Single studs/resilient channel
Staggered studs/single layer facings
Double stud walls/single layer facings
Steel Stud Panitions With Gypsum
Waliboard Facings (1/2" & 5/8")
Single layer facings
Double layer one side, single layer other side
Double layer each side
No Insulation
1/2"
34
39
39
46
5/8"
35
40
43
45
No {nsulation
2 V2" Studs 3 5/a" Studs
1/2" 5/8" 112" 5/8"
36 39 36 39
39 44 42 47
45 48 50 52
3�/z" of CertainTeed Fiber Glass
Insulation (batts or blown)
1/2" 5/$��
39 38
46 50
50 51
57 57
3�h" of CertainTeed Fiber Glass
Insulation (batts or blown)
2�/2" Studs 3 5/s" Studs
1/2" 5/6" 1/2" 5/8"
45 47 47 50
50 52 52 55
54 57 56 58
Guide Specifications for CertainTeed Fiber Glass Thermal and Acoustical insulations
Note to the specifier: Provide information
as required; delete inappropriate items
and fill in where indicated.
This guide specification applies to thermal
and acoustical insulation in walls, ceilings
and floors. it follows Construction
Specifications Institute (CSI) format.
Part 1 General
1.01 Work Included
State type of insulation and where it
is to be installed.
1.02 Related Work
State if separate vapor retarder
and/or air barrier is to be installed.
1.03 References
Include appropriate insulation
standards.
Part 2 Products
2.01 Acceptable Manufacturers
CertainTeed Corporation
2.02 Materials
Thermal Insulation
Insulation for (ceilings) (walls) (floors)
shall be CertainTeed
inches thick,
with R-Value of ,
or Insulation for (ceilings) (or other
approved location) shall be CertainTeed
installed at minimum of
inches thick,
with bags/1,000 sq. ft.
for R-Value of
Sound Control Insulation
Insulation for (ceilings) (walls) (floors) shall
be CertainTeed .
Acoustical Ceiling Batts
Insulation over suspended ceilings shall
be CertainTeed kraft-faced (3�" R-11)
(6%" R-19) Acoustical Ceiling Batts.
Part 3 Execution
3.01 Preparation
Verify that mechanical and electrical
services in (ceifings) (walls) (floors)
have been instafled and tested and, if
appropriate, verify that adjacent
materiafs are dry and ready to
receive insulation.
3.02 Installation
Installation shall be in accordance
with CertainTeed's instructions.
Guide Specifications for CertainTeed Commercial Fiber Glass Insulation Products
PART 1 - GENERAL
1.01 Summary
A. This section includes commercial
building thermaliacoustical insulation for
application to:
1. Exterior building �valls:
2. Interior partition �valls, shaft walls,
and other interior surfaces;
3 Ceiling suspension systems.
1.02 Submittals
A. Prepare and submit for approval
information as required by the
conditions of the contract and
Division 1 Submittals sections.
B. Submit product data for each thermal
and acoustical insuiation product
specifi2d.
1.03 Quality Assurance
A. Installers shall be qualified to perform
work of this secTOn and shall be experi-
erced in the performance of installation
operations as appropriate to the project.
1.04 Delivery and Storage
A. Deliver afi insulation materials and
accessories to the project site in
manufacturers original, unopened,
undamaged packaging, with all identification
labels intact. Store in a safe place protected
from dust, dirt, maisture and physical abuse
before ard during instaliaqon.
PART 2 - PRODUCTS
2.01 Approved Manufacturer
and Products
A. All thermal/acoustical insulation
materials shall be in accordance with
Division 1 Submittals, manufactured by
CertainTeed Corporation, including but
not limited to:
1. CertaPro AcoustaTherm Batts, Unfaced
or Kraft Faced (no tabs).
2. CeriaPro Partition Batts, Unfaced.
3. CeriaPro Thermal Kraft Faced Batts.
4. CertaPro Thermal Foil Faced Batts.
5 CertaPro Thermal FSK-25 Faced Batts.
6. CertaPro Thermal Extended Flange
Batts, FSK Faced.
7. CertaPro Thermal Extended Flange
Batts, Black PSK Faced.
8. CertaPro Thermal Extended Flange
Batts, White PSK Faced.
9. Building Insulation, Unfaced, Kraft
Faced.
10. CertaPro Commercial Board,
Unfaced, FSK Faced, ASJ Faced.
11. CertaPro AcoustaBoard Black.
12. CertaPro AcoustaBlanket Black.
13. Metal Building Insulation 202-96
(Rev. 2000).
14. Commercial Blanket Insulation.
B. Where applicable, specify product
thicknesses and length/width dimensions
so insulation completely fills wall cavities
to meet thermal and acoustical
performance specifications.
C. Specify type of vapor retarder facing
to meet water vapor transmission and
fire rating specifications.
2.01 Products and Applications
A. Curtain Wall Insulation:
1. CertaPro AcoustaTherm Batts,
Unfaced or Kraft Faced (no tabs).
R-Value:
2. CertaPro Thermal Kraft, Foil, or FSK-
25 Faced Batts.
R-Value:
3. CertaPro Commercial Board,
Unfaced, FSK or ASJ Faced.
R-Value:
B. Partition Insulation:
1. CertaPro Partition Batts, Unfaced.
R-Value: 5.8.
C. Interior Cavity Wall Insulation:
1. CertaPro AcoustaTherm Batts,
Unfaced or Kraft Faced.
R-Value:
2. CertaPro Thermal Batts, Kraft,
Foil, or FSK-25 Faced.
R-Value:
3. CertaPro Thermal Extended
Flange Batts, FSK or PSK Faced.
R-Value:
Seal and
� Insulate ' �.Z��
�REENGUARDy .�i.! �;�, �# _s ,°t. ,� � � ;
., Q�� �.�,.� ' • ' �
ENERGY STAR �A+�A=
ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS:
EXTERIOR: ROOFING • SIDING • WINDOWS • FENCE
INTERIOR: INSULATION • GYPSUM • CEILINGS
CertainTeed Corporation
P.O. Box 860
Valley Forge, P.A 1y482
Professional: 500-23�-8990
Consumer: 800-782-877 7
www certainteed.com
D. lrsulaiion over ce:lina suspersion
systems:
1. CertaPro AcoustaTherm Batts,
Unfaced or Kraft Faced (no tabs).
R-Value:
E. Insulation for acoustic control in
theaters, sound studios, etc.:
1. CertaPro AcoustaBoard Black.
R-Value:
2. CertaPro AcoustaBlanket Black.
R-Value:
F Insulation for metal building ceiling
and side wall applications:
1. CertainTeed Metal Buifding 202-96
(Rev. 2000).
R-Value:
2. Commercial Blanket Insulation.
R-Value:
PART 3 - EXECUTION
3.01 Inspectian
A. Verify that aii insulation may be
installed in accordance with project
drawings, thermal and acoustical design
requirements and fire ratings.
B. Confirm that all exterior and interior
wall, partition, and floor/ceiling assembly
construction has been completed to
the point where the insulation may be
correctly installed.
3.02 Installation
B. Instatl al{ insulation in compliance with
manufacturer's published instructions
and good workmanship so that
acoustical and thermal performance
requirements are met.
3.03 Safety Precautions
A. Properly protect insulation contractor's
employees during installation of all
insuiation. Protection shall include proper
attire when handling and applying
insulation materials, and shall include
but not be limited to gloves, hard hats,
disposable dust respirators, and eye
protection.
B. Conduct all job site operations in
compliance with applicable provisions
of the Occupationai Safety and Health
Act and/or local safety and health codes
and regufations.
RAILING • TRIM • DECKING • FOUNDATIONS • PIPE
CertainTeed C-1
� 11:08 Certairiz�d CorFwration Ca:t: 30�2i-1�4b/Insslati::r. E'rodutt55ubmittal Shtet
� -
SPRAY�tTE° 178 Series
BU(LDING ENVELOPE (NSULATION SYSTEM
ICC ESR-2642
PRODUCT DESCRIPTION:
SPRAYTITE 178 is a closed-cell polyurethane system utilizing an EPA approved. zero ozone-depleting, blowing agent. It is designed
for use in commercial and residential construction applications. SPRAYTITE 178 is compatible with most common construction
materials, but can only be processed with BASF SPRAY SOOOA/FE 800A Isocyanate. The benefits of SPRAYTITE 176 include:
• Superior insulation pertormance
• Control moisture infiftration
• Controls air infiRration
• Ease of application
• Non-fibrous
• Strudural properties
APPROVALS AND CREDENTIALS:
ASTM E-84•/" Listed at SGS US Testin Co. Inc.
Class I
SPF Thickness 4.0 inches
Flame Spread Index Z5
Smoke Development Index 350
ICC ESR-2642
NFPA 286
8 inch wall
12 inch ceiling
with 15 min. thertnal barrier
Test Report Number: 3116019-002
Attic 8 Crawl Soace
Tested at Intertek ETL Semko
Test Method SwRI 99-02
Test Report Number: 3116311-002a
'- This numerical flame spread ra0ng does not reFlect hazards presented by this or any other matenal under actual fire conditions. PolyureNane foam
systems should not be left exposed and must be protected by a minimum 15-minute thermal bartier or other code-compliant matenal as allowed by
app�icable building wde(s) and Code Offidals. Bullding Codes provide guidelines representing minimum requirements. Further infortna6on is available at
www.iccsafe.ora. Consult ali Authonties having junsdiction over an area for additional or speafic requirements pnor to beginning a project.
"ASTM E-84 is a test designed for sample thickness up to 4 inches. NFPA 286 is a bullding code recognized altemative test that is conducted for greater
thidcness applica6ons of spray foam. These Iwo test reports can then be used by design professionals for their product selection process for projects.
TYPICAL PROPERTIES":
PROPERTY
Liquid Resin—As Supplied
Specrfic Gravity @ 70°F
Viscosity @ 70°F (cps)
As Cured
Iso:Resin Mix Ratio (vol:vol)
Density (pcf @ 2" �ift)
Compressive Strength (psi)
Tensile Strength (psi)
Closed Cell Content (%)
Aged k-factor (Btu in/ft� hr °F)
In conformance with ICC AC377
Pertneability (pertn inch)
Permeance (perms)
Air Permeance
Air Leakage
Dimensional Stability (%Volume Change)
Dry Age 28 Days (158°F)
Freeze Age 14 Days (-20°F)
VALUE
1.175
1050
1:1
2.15
22
28
>90
0.149 (R=6.7/in)"' @ 1"
0.145 (R=6.9/in)"' @ 4"
1.82
1.82 @ 1" SPF
0.91 @ 2^ SPF
0.61 @ 3" SPF
0.46@4"SPF
0.00025 Us/m� @ 75Pa
0.00025 Us/mz @ 75Pa
5.75 %
0.30%
TEST METHOD
ASTM D 1638
Brookfield
ASTM D 1622
ASTM D 1621
ASTM D 1623 Type C
ASTM D 6226
ASTM C 518
ASTM C 518
ASTM E 96
ASTM E 2178-01
ASTM E 283-99
ASTM D 2126
ASTM D 2126
"- 7hese physical property values are typical for this matena/ as applied af our developmenf facility under controlled conditions. SPF per/ormance and
aUUal physica/ propedies wil/ vary with differences in application (i.e. ambien� conditions, process equipment and settings. matenal throughput, efc). As a
result, fhese published properties shou/d be used as guidelines solely /or fhe purpose of evaluafion. Physical property specificatibns should be determined
from acfua/ pioducfion matenal.
The above data was coliected fiom samples preparcy using the following equipment con(Iguration:
• Gusmer° H-20/35 proportioner set at 1:1 volume 2tio with 50 !t of heated delivery hose
• Gusmer° GX-7 spray-gun configured with a#1 mix module and #70 PCD and/or GAP spray-gun configu/ed with a#1 mix chamber
• Process tempe2ture settings: Isocyanate 130°F; Resin 130°F: Hose 130°F
• Process p2ssure: f000 psig minimum while spraying
SPRAYTITE 178 has shown accepfable on-site pertormance wifh temperature settings in fhe range o(110'F - 130°F !or Isocyanate, Resin and Hose.
Everyjo6 sde and set of ambient /subst2te conditions are diKerent, fherefore, one se( ol process settings may not work for every sduation. It is fhe
responsibilily o7 fhe applicafor to evaluate the on-sile conditions and fhen defermine the appropnafe SPF reactivity and process settings.
"'The data chart shows 1he R-value ofthis insulatiort "R"means 2sistance to heat flow. The hgher the R-value, the greafer the insulating power.
Compare insulation R-values belore you buy. The2 are other /actors to considec The amounl ol insula[ion will depend upon the climate, the type and size
ol your house, and the fue! use paftems and /amily size. I{ you buy foo much insulation it will cost you more fhan whaf you will save on 7uel To achieve
proper R-values, it is essential fhat fhis insulafion be installed properly.
e1:�'15:20e� Ze:2a
06/25/20H7 10:40
JeJLOJJLJO
12174432592
E�GLE RCICI; SUPF'L`�` CO
GEh1C0
P.O. BOX 84G
DAMVII L,�, !L 61 �4.34-0846
F':;,�E ��1
PAGE �1
21y-4,5-7900
FAX-7f7-443-15g2
SALES 300-3�1,11 Fi4
SA,LES FAX-800-443• 25b 1
lnsidacion Harelware - Adhcsives - Srzid Welding 1'q+dpmant & Accessor��s
IIV�ULAT�ON MANG�R - P�RF�RATED ��3�
(,Adhesive R�quired�
�
MAiERIAL
NAIL: C�rbon steel or
Aluminum
B�s�� Miia ste��
a� �
J
� COO `JO�
000 OQO
OQO OC�O
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OO��OCC.�
C�UO�000
OQOC��C�O 1
—�
w --- r
SPECIFICATlQNS
FINISH "Cy��
NAIL: M,S, � Copper coatBd
or GalvaRiz�d 12 Ga,
Aluminum - None (.109j
�ASE Qaivanized
.���� ..T..
3l4" t4 2�! Ga_
T 8"
i ra��• �az,
�.W,.
2��
GEM1C0 P�rlbrateci Baa�d inaulatlon Han�ers ar� economiaql to install and one af the most universally
accePted i'�knera used to instaJf inaulat(on.
3lmpiy apply adhesive (T�fP Bond Hanger Adheslve} to che badc side of tha lnsulation W�nAer and presa
i�to place usirtg r� twlsting motion to assure an aven spread of adn�s(ve. Allorv tl1� adhesive to cure for
24 to 48 haurs (drying ifines may w�ry wl('h iemperatura and humidit}rj bef'ore attaching the insulatfon.
Once the a�c�hesiv� has clryed, impale rt�e Insula�tion an to 2he protruding spindle and r,soure insul�tion
wlth a G�MCO self-Locking WashQr.
For complata det�aUs and In�trudions for installing Insulation Hangers contact G�MCO or your nearest
�FFarn �;�-;�,i�,,,�
�izas5
01 �`15:'2003 10: 24 �0322932�6 E�GLE ROC�; SUPPL'r CO F�;�,�= H ��
__---..-•-- . � -
.✓
�-
a'ASHERS, CAPS & N-f3TS
SELF-LOCKING WASHERS (Round)
WA 150
WA 120
WA 100
Type WAMS-ISOM.S. VJAMS-120M.S. WAMS-1U0ti1.S.
WASS-150 S.S. WASS-l20 S.S. W.ASS-100 S.S.
WAAL-150AL. WAAL-120AL. u`Ar�L-100AL.
I�iameter 1- I/2" 1-3/ ] 6" �,�
Thickness .O] 5 nom. 015 nom. 015 nom.
Material Mild Stcel Mild Stecl Mild Stcel
Platin Galv. Ga)v. Galv.
Ed es I flat or beveled beveled flat beveled
Othermaterialsavailable Alum., S.S. Alum., S.S. -
Packaged per carton 1000 IQ00 1000
Shipping weifiht per 1000 8 Ibs. 6 lbs. 4 lbs_
MIDWEST FASTENERS Self-I.ocicing Washers
are used in conjunction with T'IIDV�'EST k'ASTEN-
ERS weld pins, ilnsul-anchots and lacing anchots to
�'asten insulation in place_ Simply ptess the self-lock-
ing washer onto the pin up against the insulation until
the desired position is r�ached and thcn clip off, or
bend over, the remauung pottion of pin fot a perma-
nent attachm�nt.
The choice between Round or Square self-iocking
washers is basically a matter of aesthetics or pc�onal
preference. Thc domed, multi-lanced hole design
provides for ease of locating washer on pin and
positive self-locking. Some styles of w�shers are
manufacturetl with a beveled edge to preveht thc
washer from cutting into the insulation facing.
MTDWEST FASTENERS Self-I..ockiz�g Washers
are available according to the chan above and with
standard 10 GA, 12 GA, or 14 GA hole sizcs off-
thc-shelf. Other material/p]ating combinations and
hole sizes are available by special order.
TO ORDER OR SPECIFY GIV�:
1. Product Code . . . . . . . . . . . . . . . . . . . . . . . . . . WA
2. Material . . . . . . . . . . . . . . . . . . . . . . . . . MS. SS. AL
'�-�� 3. Type . . . . . . . . . . . . . . . . . . . . . . . . . . 150, 120, i00
4. Aiameter of pin/stud on which washer is fo �t used .,.._,.,
Aff informvtion containcd he�ein subjecr to chsngc wilhoul notice.
,�--�"
Submittal Sheet
07210
, r �r
r
Description
tnsta Ilatian
Technical Data
Sound Attenuation Fire
Blanket Application
THERMAFIBER° SOUND ATTENUATION
FIRE BLANKETS (SAFB)
Insulation for unsurpassed sound and fire performance in walls and ceilings
• More fire, sound and thermal tests than any other insulation product.
• High density of THERMAFIBERo SAFBs makes thern resist sagging and stand up better in stud cavities.
• Enhances fire protection—adds to fire performance of many assemblies.
• Efficient sound performance—atlds STCs to wali and floor-ceiling sound ratings.
• Speciai details—can be used in acoustical ceilings as overlayment to retluce flanking sound.
•"Creased" systems provide additional sound performance through acoustic engineering.
THERMAFIBER Sound Attenuation Fire Blankets (SAFB) are the best way to stop sountl in wall and floor-
ceiling assemblies. THERMAFIBER Sound Attenuation Fire Blankets are manufactured from slag, a by-
product of iron ore reduction, and naturaily occurring rock. Because of this composition, THERMAFIBER
Blankets are highly resistant to fire. Thus many of the systems this product is used in have high fire
ratings as well as sound ratings. A fire test conducted according to ASTM E119 test procedure showed
that THERMAFiBER Insulation remained intact at temperatures in excess of 2,000'F for five hours.
Tests prove that THERMAFIBER SAFB is the best performance value for muiti-family residential projects,
hotels and motels, offices and retail businesses. The mineral fiber blankets are resilient enough to fit
around obstacles, yet are rigid enough to stantl up well in stud cavities. SAFBs are availab(e in t�vo
nominal densities, 4 pcf (available 1" thick only) antl 2.5 pcf. T�vo types of SAFBs are available, regular
and "Creased." Creased SAFBs are 1° wider than regular blankets and are designed to bow in the stud
cavities, providing an "engineered" sound performance. For system information on assemblies containing
THERMAFiBER Sound Attenuation Fire Blankets, see brochure TF885.
Install THERMAFIBER Sound Attenuation Fire Blankets in stud cavities of sound-rated partitions and where
required to achieve fire-rated design. Friction fit securely between stutls. Butt ends of blankets closely
together and fill all voids.
Creased Sound Install Creased THERMAFIBER Sound Attenuation F�re Blankets after gypsum panels are applied to the
Attenuation Fire Blanket resilient channel and before panels are applied to the other side of the studs. Insert 17" �vide blankets in
Application 16" stud cavities or 25" wide blankets in 24" stud cavities of sound-rated partitions and where required to
achieve a fire-rated design. Bow the blankets slightly to fit in the stud cavities. Slit the blankets
approximately 1" deep with a sharp utility knife or hook-bill knife to ease the pressure of the blanket
against the gypsum panels when they are installed. Butt ends of blankets closely together antl fill all voids.
Floor-Ceiling Apptication Install THERMAFIBER Sound Attenuation Fire Blankets bet�veen joists in joist cavity or over metal furring
channels below joists where requiretl in fire-rated designs.
Ceiling Qverlayment
Application
Motes Thermal resistance values (R =
1tt1 fcr use in calculatir,g heat trans-
mission coetficiants (u) are based on
listings in ASHRAE Handbook of
FundamenUls. For tesi data.
Thermafiber, Inc. Repr?sentatives will
p�ovitle infarrnation on published fire.
sound and st�uctu�al systems designed
and construdnd according to their pub-
lishzd specifications.
Install THERMaFiBEa Sound Attenuation Fire Blankets over ceiling panels (1-1/2" single or double layer
over entire ceiling) (3" over entire ceiling) extending 48" beyond all partitions and tightly fit around all
grillage, hangers and other vertical penetrations.
Product Data
Specitication Compliance THERM�FiBER Sound Attenuation Fire Blankets meet the following:
1. Class A interior finish rating per NFPA 101; life safetv cotle.
2. ASTM C665; Type 1, per Federal Specification HH-i-521 F.
3. ASTM C553 (SAFB Blankets absorb less than 1% moisture by weight antl volume).
4. ASTM C612, Type 1, per Fetleral Specification HH-I-558B.
5. ASTM Et36 (ratetl noncom6ustible as tlefined by NFPA Standard 220 v��hen tested according to ASTM Et36j.
6. Accepted by New York City Department of Buildings (MEA-207-82M). Approved by the Ne�v York City Board of
Standartls & kppeals for use in New York City under Calendar Nos. 35-66-SM, 173-i7-SM, 249-74-SM and 34-66-SM.
Availability and Cost THERMAFieER Sound Attenuation Fire Blankets are distributed throughout the Unitetl States and
worldv�ide. For additional information, cali Thermafiber, Inc. at 1-888-TFIBERI (or 834-2371).
Composition and THERMAFIBER Blankets are a mineral fiber material manufacturetl from slag, a by-protluct of iron ore
Materials retluction, antl naturally occurring rock. Thermafber blankets contain 85% post-industrial recycle content.
This product contains No Asbestas See MSDS for further information
Warranty System performance folloaving substitution of materiais or compromise in assembly design cannot be
certified and may result in failure of sountl and/or fire performance under certain conditions. Products
provided by Thermafiber, Inc. are warranted to be free from defects in material workmanship. Contact
Thermafiber, inc. for complete warranty details.
GoOd Design PraCtiCeS 1. System performance fo�lowing substitution of materials or compromise in assembly design cannot be
certified and may result in failure of sound and/or fire performance under certain conditions. For
example, substitution of a low-densiry glass fiber insulation in place of the THERMAFiaER SAFB will
compromise the acoustic balance antl therefore reduce the acoustical performance of the system.
2. Adjacent assemblies should be designed or selected to be of similar sound control performance.
Flanking sound paths should be acoustically treated or eliminated. The combined sound performance of
the systems between adjace��t spaces will be close to that of the lowest performing element.
3. Proper application of acoustical sealant" is critical to effectively seal the wall and reduce sound
transmission. For drywall partitions; place a continuous bead of sealant along all perimeter edges
between the gypsum wall board panels' and the surrounding floor, 4vall and ceiling elements. Do this
on each side of the wall. Also, place a bead of acoustical sealant' around ducts, electrical boxes,
sprinkler heads, telephone jacks and any other penetrations.
4. Wall Penetrations and Perimeters—Penetrations for windows, HVAC and all �vall perimeters must be
sealed with acoustical sealant`. Insulation must be used behind medicine cabinets and other wall-
inserted devices to prohibit passage of sound.
5. When penetrations, such as telephone jacks, electrical outlets, pipes, etc., eccur on the opposite sides
of a demising wall, offset them by at least one stud cavity.
6. When outlet boxes occur on the opposite side of a tlemising wall, the backs and sides of the outlet
boxes should be acoustically caulked with acoustical sealant"; acoustically caulk any gap surrounding
the box as well.
7. Vapor Retartlers—Vapor retarders normally are placed on the warm side of the wall to prevent
moisture from entering the stud cavity. Actual placement of moisture barrier should be specified by a
qualified professional engineer, based on local climatic conditions.
8. Ceilings—Insulation should be carefully fitted around—not over—light fixtures. Improperly covering
light fixtures with insulation causes heat to build up, possibly resulting in fire. Note that THERMAFfBER
Sound Attenuation Fire Blankets may be used in a wide variety of acoustical applications, including
those in occupietl spaces and ceiling air plenums.
' See UL Directory for list ot approved manufacturers.
Su6mittal Job Name
Approvals: „__,___,__
Por IuAher informatian on these
products,includinq nonstandard
siies, cantacl7hermafibe�, Inc. at
1-888-TFIBEHt�or 834-2371).
Tratlemarks
iHERMAFIBER and THE NAME IN
tdINERAL WOOL are trademarks of
Thermafiber„nc.
r
� � r
Note
Products descn6ed here mav not be
available in all geographic markets.
Consult your local sales ottice or rep-
resentative for infonnation.
3711 West Mill Street
Wabash,IN 46992
t-888-TFIBERt (834-23i11
www.thermafiber.com
Natice
THERMAFBER, �:nc. shall not be
liable tor incidental and conseqecntial
damages, directly or indirectly
sustained, nor fo� any loss wused by
apD��cation of these goods not in
accordance with current printed
instructions or for other Man the
intended use. THERMAFIBER liability
is expressly limited to raplacement of
defective goods. Any claim shatl be
deemed waived unless made in
wntinq within thirty (30) days from
datz it was or reasona6ly should havz
been discovered.
Date
Safety first!
Fcllo�a �ood safery and ind�strial
hygiene p;actices while handlina and
installing products and systems.
Take necessary precautions and wear
tlie apDropriate personal protective
equipment as needed. Read Material
Safety Data Sheets and related litera-
ture on products before specification
and/orinstallation.
� �
Healtl� Aspects
Por Health antl SafeTy information
see Matarial Safery �ata Sheets
(MSOS) and North American
�nsulation Manufacturers Assxiation
(NAIMA} Heatth and SateR� Facts for
Rock and Slag Wool Insulation;
Document X63
TFSSCJ4-04: Rev. 10/O6
CopyrigM 2004, Thermafiber, inc.
Printed in U.S.A.
..
August 13, 2009
�
Sprinkler 147e
FREEDOM° RESIDENTIAL
CONCEALED PENDENT
SPRINKLER VK456 (K4.9)
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
DESCRIPTION
Viking Freedom� Residential Concealed Pendent Sprinkler VK456 is a small high-
sensitivity solder link and lever residential sprinkler designed for installation on con-
cealed pipe systems where the appearance of a smooth ceiling is desired. The orifice
design, with a K-Factor of 4.9 (70.6 metric*), allows the sprinkler's efficient use of
available water supplies for the hydraulically designed fire-protection system. The
fast response operating element and special deflector combine speed of operation
and areas of coverage to meet residential sprinkler standards.
The sprinkler is pre-assembled with a threaded adapter for installation with a low-
profile small-diameter cover assembly installed flush to the ceiling. The two-piece
design allows installation and testing of the sprinkler prior to installation of the cover
plate. The "push-on", "thread-off' design of the concealed cover plate assembly allows
easy installation of the cover plate after the system has been tested and the ceiling
finish has been applied, while also providing up to %z" (12.7 mm) of vertical adjustment.
The cover assembly can be removed and reinstalled, allowing temporary removal of
ceiling panels without taking the sprinkler system out of service or removing the sprinkler.
- ' � ' ..- -. , _ . _ .
'�` - :.,,: - ,.r'� • ' �
. "`' � ��;.. ' � . � _ -_ � ' _
� �4.s _ .. _ - �- � ' ,_ ,
_ � • . . _ .
. ...
_ , ,:.e.�.,,
:i _
• 'i.k:.'s�",yti., h�e'.., �,v4"'�
� � _ - _ _
.
__ _.,. . _ .
_
- ..,.� .,.� _ _ - -_ �
�.y,� ' � _-.._ � - �' .'. _ '
2. LISTINGS AND APPROVALS
cULus Listed: Category VKKW
NYC Approved: MEA 89-92-E, Volume 36
NSF Certified: NSF/ANSI Standard 61, Drinking Water System Components
Refer to the Approval Chart on page 147g and Design Criteria on page 147h for cULus Listing requirements that must be followed.
3. TECHNICAL DATA
SpeCIflCetiOI1S: Viking Technical Data may be found on
Available since 2006.
Minimum Operating Pressure: Refer to the Approval Chart. The Viking Corporation's Web site at
Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically http://www.vikinggroupinc.com.
to 500 psi (34.5 bar). The Web site may include a more recent
Thread size: 1/2" (15 mm) NPT edition of this Technical Data Page.
Nominal K-Factor: 4.9 U.S. (70.6 metric")
`Metric K-fador measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
Patents Pending
Material Standards:
Sprinkler Body: Brass UNS-C84400
Deflector: Phosphor Bronze UNS-051000
Deflector Pins: Stainless Steel UNS-S30200
Button: Brass UNS-C36000
Seat Assembly: Brass UNS-C31600
Compression Screw: Brass UNS-C36000
Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint
Levers: Stainless Steel UNS-S31600
Lever Bar: CopperAlloy UNS-C72500
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape
Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating
Cover Plate Materials:
Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800
Spring: Beryllium Nickel
Solder: Eutectic
Form No. F_103105
Replaces page 147e-j, dated April 3, 2009. (Revised
minimum and maximum dimensions in Figure 2.)
Sprinkler 147f August 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Ordering Information: (Also refer to the current Viking price list.)
Viking Freedom� Residential Concealed Pendent Sprinkler VK456 and Cover Plate Assembly must be ordered separately:
Sprinkler: Part No. 13620AJ (includes a 140 °F (60 °C) rated sprinkler with a protective plastic cap covering the unit).
Cover Plate Assembly: Base Part No. 13750 (2-3/4" diameter), Base Part No. 14934 (3-5/16" diameter), or Base
Part No. 15394 (square cover plate, 3-5/16" diameter)
Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the
appropriate suffix for the cover temperature rating to the base part number:
Finish Suffix: Polished Chrome = F, Painted White = M-/SW1004, Painted Ivory = M-/SW1634, Painted Black = M-/SW1007
Temperature Suffix (°F/°C): 135°/57° = A
For example, cover 13750 with a Polished Chrome finish and a 135 °F/57 °C temperature rating = 13750FA.
Available Finishes And Temperature Ratings:
Refer to Table 1
Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.)
Sprinkler Wrenches"":
A. Heavy Duty Wrench Part No. 13623W/B (available since 2006), or
B. Head Cabinet Wrench Part No. 13619"* (available since 2006)
C. Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007)
D. Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007)
"Requires a Yz" ratchet (not available from Vking). `*�Also optional for removal of the protective cap. Ideal for sprinkler cabinets.
Sprinkler Cabinet: Part No. 01731A, Capacity: five (5) sprinklers (available since 1971)
4. INSTALLATION
Refer to appropriate NFPA Installation Standards.
5. OPERATION
During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches.
Continued heating of the exposed sprinkler causes the fusible element to disengage, releasing the deflector and sealing assembly.
Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage
determined by the water supply pressure at the sprinkler to extinguish or control the fire.
6. INSPECTIONS, TESTS AND MAINTENANCE
Refer to NFPA 25 for Inspection, Testing and Maintenance requirements.
7. AVAILABILITY
Viking Sprinkler Model VK456 is available through a network of domestic and international distributors. See The Viking Corporation
web site for the closest distributor or contact The Viking Corporation.
8. GUARANTEE
For details of warranty refer to Viking's current list price schedule or contact Viking directly.
.
_� : .
Sprinkler " Spnnkler Nomfrial MaxlmumTAmbient Temperature Rating ' Cover Plate �`�'Laige�over, Square Cover
Temperature. , - Z of the Cover Base Part .` Plate.Base Pait Plate Base Part
Temperature Rating . Ceiling Temperature �r
Classification � - Assembly (Required) � Number' `�_` ` �Number'_ .:��. °`� Number' �
Ordinary 14u F� �ou �,� iw r �.ib �;� 1;s5 F(S C) 1,S75u i4yow 1��54 �
Cover Plate Finishes: Polished Chrome, Painted White, Painted Ivory, or Painted Black
Footnotes
' The sprinkler temperature rating is stamped on the deflector.
z Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the
Authority Having Jurisdiction. Refer to specific installation standards.
' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule.
August 13, 2009
Sprinkler 147g
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
y a ApprOVa) Chal l . j�� SprinlderTempe2tureRating
4.a% ,��* Residential Concealed Pendent Sprinkler YK456 � rr'-�'er %ate Temperature Rating
�#�x�,�L For systems designed to NFPA 13D or NFPA 13R. � Aw�~ CO1e` �te �-"'isn KEY
:
��Orsystems designed to NFPA 13, refer to the design criteria on pagA 147h:
Sprinkler Base SIN NPT Thread Size Nominal K-Factor Maximum Water
Part Number' Inches mm U.S. metricz Working Pressure
13620A VK456 1/2 15 4.9 70.6 175 psi (12 bar)
listings and Approvals'
Maximum Areas of Coverage' Minimum Water Supply Requirements' (Refer also to Design Criteria on page 147h.)
CULus' NYCS NSFfi
Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2l12 (9.5°).
12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AX1 AX1 AX1
14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AX1 AX1 AX1
16 ft. x 16 ft. (4.9 m x 4.9 m) 14 gpm @ 8.2 psi (53.0 L/min @ 0.56 bar) AX1 AX1 AX1
18 ft. x 18 ft. (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min @ 0.83 bar) AX1 AX1 AX1
20 ft. x 20 ft. (6.1 m x 6.1 m) 23 gpm @ 22.0 psi (87.1 L/min @ 1.52 bar) AX1 AX1 AX1
Installed below ceilings with slopes° up to and including a 8/12 (33.7°) pitch. Refer to Figure 5 on page 147j.
UL NYC NSF6
16 ft. x 16 ft. (4.9 m x 4.9 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bar) AX1 -- AX1
20 ft. x 20 ft. (6.1 m x 6.1 m) 26 gpm @ 28.2 psi (98.4 Umin @ 1.94 bar) AX1 -- AX1
Sprinkler Tempereture Ratings Cover Temperature Rating Cover Plate Finishes
A- 140 °F (60 °C) X- 135 °F (57 °C) 13750', 14934' (large diameter), or 1- Polished Chrome, Painted White, Painted Ivory,
15394' (square cover plate) and Painted Black9
Footnotes
' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule.
z Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any
additional approvals.
° Listed by Underwriter's Laboratories for use in the U.S. and Canada.
5 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 36.
6 Tested and Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components.
' For areas of coverage smaller than shown, use the "Minimum Water Supply RequiremenY' for the next larger area listed. Flows and pressures listed
are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the "Minimum Water Supply
RequiremenY' used.
e Areas under sloped ceitings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less
than the listed area of coverage.
9 Other paint colors are available on request with the same listings as the standard finish colors. Listings and approvals apply for any paint manufacturer.
Contact �king for additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3.
Sprinkler 147h August 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
�����`L° DESIGN CRITERIA
�� ��� # �� .
(Also refer to the Approval Chart on page 147g.)
�. � .
cULus Listing Reauirements:
When using Viking Residential Concealed Pendent Sprinkler VK456 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover-
age and minimum water supply requirements shown in the Approval ChaR on page 147g.
For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum
required discharge from each of the four sprinklers is to be the greater of the following:
• The flow rates given in the Approval Chart on data page 147g for NFPA 13D and NFPA 13R applications for each listed area of coverage, Q
• Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13.
• Minimum distance behveen residential sprinklers: 8 ft. (2.4 m).
NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only.
IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages
RES1-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac-
cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar
Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards,
whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained
from the Authorities Having Jurisdiction.
Sprinkler nnd
Adnpter AsseMbly
CProtective Cap
is reMOVed for
installation--use
Wrench 13619��)
Step 1; Carefully sl
wrench sideways ai
the deflector and
��A 1/2' ratchet is required
Cnot available fror, Viking).
2-1/4' C57.2 Mro>
diameter opening
is required in �
the ceiling,
��
Sprinkler
Wrench
CPnrt No,
13623W/B��
Is shown)
�
Step 2� Carefully press the wrench
upward nnd turn slightly to ensure
engageMent with sprinkler wrench flats,
Figure 1: Sprinkler Installation and Correct Use of Wrenches
� �
August 13, 2009
Sprinkler 147i
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
1/2'
C15 Mr�>
NPT
2-1/8'
C54 r�r�)
Note; Upon sprinkler activation, the deflector descends
to approxiMately 13/16' C20,6 Mro) below the sprinkler body.
�
�
2-1/16'
C52 r�M)
MiniMUM
>
2-3/4' C70 rnM) or
3-5/16' C84.1 Mr�)
Figure 2: Sprinkler Dimensions and Cover Installation
/��� CUSTpM\
e' 2
y �
�
o c--�
r— O
c> �
� VIKING �/
Identification of Custor� Paint Color:
Atl custoM color painted cover plates wilt
have an identifying label affixed to the
inside of the cover that indicates custoro
color and will have a representative saMple
(a paint dot) of the paint on the labeL
Figure 3: Identfication of Custom Paint Color for Concealed Covers
D❑ NOT PAINT
�3-5/16° C84.1 r�r�)�
Figure 4: Square Cover Assembly 15394
Sprinkler 147j
August 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Maxim
ceilin
slope =
(33.7`
Refer to the Apprc
Chart for listed
areas of coverag
Note 1 below.
Notes:
1. Listed areas of coverage corre-
spond to areas measured along
ceiling slope. (For sloped ceiling
installations, actual floor cover-
age in the horizontal plane under
sloped ceilings will be less than
the listed area.)
2. Actual installations may require
multiple sprinklers. A single sprin-
kler installation has been shown
for clarity.
3. For "cathedral" ceiling applica-
tions, install sprinklers in a sym-
metrical mirror-image of Figure 5.
Figure 5:
Installation Instructions - Sloped Ceilings
Form No. F 103105 Replaces page 147e j, dated April 3, 2009. (Revised
minimum and maximum dimensions in Figure 2.)
August 13, 2009
Sprinkler 54a
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
1. DESCRIPTION
Viking Mirage� Standard and Quick Response Concealed Pendent Sprinkler VK462 and
HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installa-
tion on concealed pipe systems where the appearance of a smooth ceiling is desired.
The sprinkler is pre-assembled with a threaded adapter for installation with a low-profile
cover assembly that provides up to '/z" (12.7 mm) of vertical adjustment. The two-piece
design allows installation and testing of the sprinkler prior to installation of the cover plate.
The "push-on", "thread-off' design of the concealed cover plate assembly allows easy
installation of the cover plate after the system has been tested and the ceiling finish has
been applied. The cover assembly can be removed and reinstalled, allowing temporary
removal of ceiling panels without taking the sprinkler system out of service or removing
the sprinkler.
�
� �
Y� \
2. LISTINGS AND APPROVALS
cULus Listed: Category VNIV
FM Approval: Class 2015
NYC Approved: MEA 89-92-E, Volume 32
VdS Approved: Certificate G4080021
LPC Approved: Ref. No. 096e/12
CE Certified: Standard EN 12259-1, EC-certificates of conformity 0832-CPD-2032 and 0786-CPD-40249
Refer to the Approval Chart on page 54c and Design Criteria on page 54d for cULus Listing requirements that must be followed.
3. TECHNICAL DATA
Specifications:
Available since 2006.
Minimum Operating Pressure: 7 psi (0.5 bar)' Viking Technical Data may be found on
Maximum Working Pressure: Sprinkler VK463 is rated for use with water
working pressures ranging from the minimum 7 psi (0.5 bar) up to The Viking Corporation's Web site at
250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) http://www.vikinggroupinc.com.
sprinklers can be identified by locating "250" stamped on the deflec- The Web site may include a more recent
tor. Sprinkler VK462 is rated to a maximum 175 psi (12 bar) wwp. edition of this Technical Data Page.
Factory tested hydrostatically to 500 psi (34.5 bar)
Testing: U.S.A. Patent No. 4,831,870
Thread size: 1/2" (15 mm) NPT
Nominal K-Factor: 5.6 U.S. (80.6 metrict)
Glass-bulb fluid temperature rated to -65 °F (-55 °C)
Patents Pending
`cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar).
Approvals ONLY is 5 psi (0.35 bar).
The minimum operating pressure for LPCB and CE
tMeVic K-fador measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
Material Standards:
Sprinkler Body: Brass UNS-C84400
Deflector: Copper UNS-C19500 for Sprinkler VK462
Phosphor Bronze UNS-051000 for Sprinkler VK463
Deflector Pins: Stainless Steel Alloy
Bulb: Glass, nominal 3 mm diameter
Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400
Button: Brass UNS-C36000
Screws: 18-8 Stainless Steel
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape
Yoke: Phosphor Bronze UNS-051000
CoverAdapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating
Form No. F_103005 Replaces page 54a-e, dated June 5, 2009. (Revised
minimum and maximum dimensions in Figure 4).
Sprinkler 54b
August 13, 2009
The Viking Corporation, 210 N Industridl Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Cover Assembly Materials:
Cover: Copper UNS-C11000
Base: Brass UNS-C26000 or UNS-C26800
Springs: Nickel Alloy
Solder: Eutectic
O�del'Ing Info�mation: (Also refer to the current Viking price list.)
Viking Mirage� Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately:
Sprinkler: Base Part No. 13503A, 14697A, or HP Base Part No. 13667A
Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number:
Temperature Suffix (°F!°C): 155°/68° = B, 175°/79° = D, 200°/93° = E
For example, sprinkler VK463 with a 155 °F/68 °C temperature rating = 13667A6.
Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No.
15394 (square cover plate, 3-5/16" diameter)
Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the
appropriate su�x for the cover temperature rating to the base part number:
Finish Suffix: Polished Chrome = F, Painted White = M-/SW1004, Painted Ivory = M-/SW1634, Painted Black = M-/SW1007
Temperature Suffix (°F/°C): 135°/57° UL (139°/59° FM) = A, 165°/74° = C
For example, cover 13504 with a Polished Chrome finish and a 165 °F/74 °C temperature rating = 13504FC.
Note: Square cover plate 15394 cULus Listing is for the 135 °F (57 °C) temperature rated cover plate only. Refer to the Approval Chart.
Available Finishes And Temperature Ratings:
Refer to Table 1
Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.)
Sprinkler Wrenches"`:
A. Heavy Duty Wrench Part No. 14047W/B (available since 2006), or
B. Head Cabinet Wrench Part No. 14031"` (available since 2006)
C. Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover
(available since 2007)
"Requires a Y�" ratchet (not available from Viking). "'Optional for removal of the protective cap. Ideal for sprinkler cabinets.
Sprinkler Cabinet: Part No. 01731A, Capacity: five (5) sprinklers (available since 1971)
4. INSTALLATION
Refer to appropriate NFPA Installation Standards.
5. OPERATION
During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches.
Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bu�b to expand and the bulb to shatter,
releasing the yoke, pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector,
forming a uniform spray pattern to extinguish or control the fire.
6. INSPECTIONS, TESTS AND MAINTENANCE
Refer to NFPA 25 for Inspection, Testing and Maintenance requirements.
7. AVAILABILITY
Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking
Corporation web site for the closest distributor or contact The Viking Corporation.
8. GUARANTEE
For details of warranty, refer to Viking's current list price schedule or contact Viking directly.
e �
August 13, 2009
Sprinkler 54c
The Viking Corporation, 210 N Industrial �ark Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
� sk ; r
a `'r
_�' .r : k � ,..
Sprinkler NPT
Base SIN Thread Size
Part No.' Inch mm
13503A VK462 1/2" 15
14697A VK462 1/2" 15
13503A VK462 1/2" 15
14697A VK462 1!2" 15
13667A VK463 1/2" 15
Sprinkler Temperature Ratings
A - 155 °F (68 °C)
B - 175 °F (79°C) and 200 °F (93 °C)
C - 200 °F (93 °C)
�:PPfOYB� Cf181't � - � SprinlduTemperaNreRa6ng
� � � Cover Poate Temperalure Ra6ng
Mirage� Concealed Pendent Sprinklers VK462 and VKd63 AW1� �er Plate Finish KEy
Nominal Maximum Listings and Approvals°
K-Factor Water Working (Refer also to Design Criteria on page 54d.)
U.S. meVic' Pressure cULuss FM NYC6 VdS LPCB E
Standard Response Applications
5.6 80.6 175 psi (12 bar) -- AU1, BX1 --
5.6 80.6 175 psi (12 bar) -- - --
Quick Response Applications
5.6 80.6 175 psi (12 bar) AV1, BX1 -- AV1, BW1
5.6 80.6 175 psi (12 bar) AV1, BX1 -- AV1, BW1
5.6 80.6 250 psi (17.2 bar)' AV1, BX1 -- AV1, BW1
Cover Plate Assembly Temperature Ratings°
U- 135 °F (57 °C) cULus Listed cover 13504', 13642' (large diameter),
or 15394' (square cover plate) FM Approved as 139 °F (59 °C)
V- 135 °F (57 °C) cULus Listed cover 13504' or 13642' (large diameter)
W- 165 °F (74 °C) cover 13504' or 13642' (large diameter)
X- 165 °F (74 °C) cover 13504', 13642' (large diameter), or 15394'
(square cover plate)
Y - 135 °F (57 °C) cover 13504'
Z - 165 °F (74 °C) cover 13504'
AY1, CZ1 - --
- AV2, BW2 AV2, BW2'
- - AY2, CZ28
Cover Plate Assembly Finishes70
1- Polished Chrome, Brushed Chrome,
Bright Brass, Antique Brass,
Brushed Brass, Brushed Copper,
Painted White, Painted Ivory, or
Painted Black
2- Polished Chrome, Painted White
Footnotes
' Part number shown is the base part number. For complete part number, refer to current Vking price list schedule.
z Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
' The Water Working Pressure rating is stamped on the deflector.
' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for
additional approvals.
5 Listed by Undervvriter's Laboratories for use in the U.S. and Canada.
6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 32.
' CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2032.
e(E Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40249.
9 The 135/139 °F cover has an orange label. The 165 °F cover has a white label.
'°Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint co
Listings and approvals apply for any paint manufacturer. Contact Viking for additional information.
NOTE Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1.
�
\ SprinklerTemperature SprinklerNominal MaximumAmbient �`TemperatureRatingofCover gulbColor
\ Classification Temperature Rating' Ceiling Temperature2 Assembly (Requiredj
J� 135 �F (57 `G� cULus
Ordinary 155 °F (68 °C) 100 °F (38 °C) Red
� 139 °F 59 °C FM
Intermediate 175 °F 79 °C 150 °F 65 °C 165 °F 74 °C Yellow
Intermediate 200 °F (93 °C) 150 °F (65 °C) 165 °F (74 °C) Green
Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painte
Ivory, or Painted Black
Footnotes
' The sprinkler temperature rating is stamped on the sprinkler deflector.
2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having
Jurisdiction. Refer to specific installation standards.
Sprinkler 54d August 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
DESIGN CRITERIA-� - �
(Also refer to the Approval Chart on page 54c.)
cULus Listina Reauirements:
Mirage� Standard and Quick Response Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed for installation in accordance with the latest
edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below.
• For hazard occupancies up to and including Ordinary Hazard, Group II.
• Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m).
• Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13.
• Minimum distance from walls is 4 in. (102 mm).
• Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured
perpendicular to the wall.
• The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed.
NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only.
FM Aooroval Reauirements: Mirage� Concealed Pendent Sprinkler VK462 is FM Approved as a standard response standard spray sprinkler as
indicated in the Approval Chart for hazard occupancies up to and including Ordinary Hazard, Group II. For installation in accordance with the latest
applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical
Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions,
minimum and maximum allowable spacing, and deflector dislance below the ceiling.
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria.
IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page
SR1-3 or QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed
in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global,
LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordi-
nances, and standards, whenever applicable.
/�`�p C U S TpM
Q
�
�
0
t-
J
d
� VIKING
� �
9�
2
�
c--�
O
�
��
Identification of Custor� Paint Color;
All custor� cotor painted cover plates will
have an identifying label affixed to the
inside of the cover that indicates custor�
color and will have a representative sar�ple
(a paint dot) of the paint on the label.
Figure 1: Identification of Custom Paint Color for Concealed Covers
D❑ N�T PAINT
I
3-5/16" (841 r�r�)�
Figu�e 2: Square Cover Assembly 15394
, �
August 13, 2009
Sprinkler 54e
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
2-1/4' C57.2 r�r�) �
diaMeter opening
is required in
the ceiling,
� �bly
ap
�r
ase ���)
Sprinkler
Wrench
CPart No.
4047W/B��
is shown)
�A 1/2' ratchet
s requi
ilable f
Step 1� Carefutly slide the
wrench sideways around
the deftector and pins.
1/2'
C15 Mr�)
NPT
��
2-3/16'
C55 r�r�)
�
Sprinkler
FraMe
Arr�s
�
red Cnot f f
roM Viking).
Step 2� Cnrefully press the
wrench upward and turn slightly
to ensure engager�ent with the
sprinkler wrench flats,
Sprinkler
Wrench
Flat
NEVER install the sprinkler
by applying the installation
wrench across the frar�e arMS.
D❑ NOT overtighten.
Use only the designated
sprinkler wrench, Viking Part
NuMber 14047W/B or 14031,
D❑ NOT apply More than
25 ft. lbs. of torquie, A lenk
tight seal should be achieved
by turning the sprinkler
clockwise 1 to 1-1/2 turns
beyond finger tight,
Figure 3: Sprinkler Installation and Correct Use of Wrenches
�
r.--���-�
�
2-9/16'
C65 r�r�)
Maxir�ur�
�
�
� � _ -_��-_ _�
Z-1/16"
CSZ r,M) �
MinirouM
2-3/4" C70 r�r�) oi
3-5/16" C84.1 r,r�)
Note� Upon sprinkler activation, the deflector descends
to approxir�ately 13/16' C20,6 Mr�> below the sprinkler body,
Figure 4: Sprinkler Dimensions and Cover Installation
THIS PAGE
INTENTIONALLY
LEFT BLANK
Form No. F_103005 Replaces page 54a-e, dated June 5, 2009. (Revised
minimum and maximum dimensions in Figure 4).
April 25, 2008
�
Sprinkler 51a
MICROFAST° AND
MicrofastHP° QUICK
RESPONSE UPRIGHT AND
ONVENTIONAL SPRINKLEF
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-168o Email: techsvcs@vikingcorp.com
1. DESCRIPTION
E
Viking Microfast� and MicrofastHP� Quick Response Upright and Conventional
(Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers
available in several different finishes, temperature ratings, and K-Factors to
meet design requirements. The special Polyester and Teflon� coatings
can be used in decorative applications where colors are desired. In addi-
tion, these coatings have been investigated for installation in corrosive atmos-
pheres and are cULus listed as corrosion resistant as indicated in the Approval
Chart. (Note: FM Global has no approval classification for Teflon� and Polyester coat-
ings as corrosion resistant.)
LISTINGS AND APPROVALS �
cULus Listed: Category VNIV
FM Approved: Class 2020
NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16
ABS Certified: Certificate 04-HS4079846-PDA
VdS Approved: Certificate G4060054, G4060056, G4880046, G4930039, and G4980020
LPC Approved: Ref. No. 096e/03, TE30401, and TE30872
CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and
0786-CPD-40171
MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008
NOTE: Other International approval certificates are available upon request.
�
� .. - - �
' .' �
i;. +
�� `
,�,;_
>
-.� �,,
�u�
. � -
-�� r �
�s
�
, :yiKi � ,
Refer to the Approval Chart on page 51d and Design Criteria on page 51e for cULus and FM approval requirements that must be
followed.
3. TECHNICAL DATA
Specifications:
Available since 1987.
Minimum Operating Pressure: 7 psi (0.5 bar)
Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for
use with water working pressures ranging from the minimum 7 psi
(0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres-
sure (HP) sprinklers can be identified by locating "250" stamped on
the deflector. All other Part Nos. not mentioned above are rated to a
maximum 175 psi (12 bar) wwp.
Factory tested hydrostatically to 500 psi (34.5 bar)
Testing: U.S.A. Patent No. 4,831,870
Thread size: Refer to the Approval Chart
Nominal K-Factor: Refer to the Approval Chart
Glass-bulb fluid temperature rated to -65 °F (-55 °C)
Overall Length: Refer to the Approval Chart
Viking Technical Data may be tound on
The Viking Corporation's Web site at
http://www.vikinggroupinc.com.
The Web site may include a more recent
edition of this Technical Data Page.
Material Standards:
Frame Casting: Brass UNS-C84400
Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661 B and 12281. Copper UNS-C19500 for Sprinklers
066656, 067646, and 07060. Brass UNS-C26000 for all other Sprinklers.
Bushing (for Sprinklers 067196, 067176, and 12286): Brass UNS-C36000
Bulb: Glass, nominal 3 mm diameter
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape
Screw: Brass UNS-C36000
Pip Cap and InsertAssembly: Copper UNS-C11000 and Stainless Steel UNS-S30400
For Teflon� Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon� Coated
Form No. F_080488
Replaces page 51a-e, dated March 7, 2008.
(Updated LPCB Approval on Sprinkler 14817.)
Sprinkler 51 b
April 25, 2008
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
For Polyester Coated Sprinklers: Belleville Spring-Exposed
Orde�ing Information: (Also refer to the current Viking price list.)
Order Microfast� and MicrofastHP� Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for
the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number.
Finish Suffix: Brass = A, Chrome-Enloy� = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon� = N
Temperature Suffix (°F/°C): 135°/68° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141 °= G
For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 06661 BAB
Available Finishes And Temperature Ratings:
Refer to Table 1
Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.)
Sprinkler Wrenches:
Standard Wrench: Part No. 10896W/B (available since 2000)
Sprinkler Cabinets:
A. Six-head capacity: Part No. 01724A (available since 1971)
B. Twelve-head capacity: Part No. 01725A (available since 1971)
4. INSTALLATION
Refer to appropriate NFPA Installation Standards.
5. OPERATION
During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, reteasing the pip cap and
sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern
to extinguish or control the fire.
6. INSPECTIONS, TESTS AND MAINTENANCE
Refer to NFPA 25 for Inspection, Testing and Maintenance requirements.
7. AVAILABILITY
The Viking Microfast� and MicrofastHP� Quick Response Upright and Conventional Sprinklers are available through a networic
of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking
Corporation.
8. GUARANTEE
For details of warranty, refer to Viking's current list price schedule or contact Viking directly.
April 25, 2008 Sprinkler 51c
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
�
Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color '`
Classification Temperatune Rating' Ceiling Temperature2 :
Ordinary 135 °F (57 °C) 100 `F (38 °C) Orange
Ordinary 155 °F (68 °C) 100 °F (38 °C) Red
Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow
Intermediate 200 °F (93 °C) 150 °F (65 °C) Green
High 286 °F (141 °C) 225 °F (107 °C) Blue
Sprinkler Finishes: Brass, Chrome-Enloy�, White Polyester, Black Polyester, and Black Teflon�
Corrosion-Resistant Coatings°: White Polyester, Black Polyester, and Black Teflon�
Footnotes
' The sprinkler temperature rating is stamped on the deflector.
2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having
Jurisdiction. Refer to specific installation standards.
' The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on
pages 51d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through
the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the
coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with
Polyester and Teflon� coatings.
� Protec.tive
Wrench Sprinkler
Flat __ � Cap
90�96 �
Figure 1:
Standard Sprinkler Wrench 10896W/B
Sprinkler 51d
April 25, 2008
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
�� � f_ Approval Chart TemPe�,�� KEY
Microfast� and MicrofastHP�Quick Response � F;��Sr,
��` Upright and Conventional Sprinklers a�x•-e�,ca,e«,��ra����ae�
�= � Maximum 175 PSI (12 bar) WWP
`Base Part Thread Size Nominal Overall Length Listings and Approvals'
Number' SIN K-Factor Refer also to Desi n Criteria on a e 51e.
NPT BSP U.S. metricz Inches mm cULus' FM' NYC° VdS LPCB O
r rifi
066616 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A3 A2 -- -- -- --
07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 -- A3 -- A3 A3 B312 63"
Conventional-Standard Orifice
067666 VK310 1/2" 15 mm 5.6 80.6 2-3/16 56 A3 -- A3 -- A3 6312 63"
U ri ht-Lar e Orifice
06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 A3 A2 A3 A3 631z --
14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2 A3 A2 A3 A3 6312 --
067646 VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 A2 -- A2 A3 -- -- --
Conventional-Lar e Orifice
067686 VK354 3/4" 20 mm 8.0 115.2 2-5/16 59 A2 -- A3 -- A3 631z --
U ri ht-SmallOrifice10
067176" VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 A2 A1 A2 -- -- --
06719B" VK327 1/2" 15 mm 4.2 60.5 2-3/16 56 A2 -- A2 --
069316" VK327 -- 10 mm 4.2 60.5 2-3/16 56 -- - -- A3 -- E1"
Maximum 250 PSI (17 bar) WWP
U ri ht-Standard Orifice
Base Part Thread Size Nominal Overall Length Listings and Approvafs'
Number' SIN K-Factor Refer also to Desi n Criteria on a e 51e.
NPT BSP U.S. metric2 Inches mm cULus` FM NYC' VdS LPCB O
12281 VK315 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 -- A2 --
U ri ht-SmallOrifice10
12286" VK340 1/2" 15 mm 2.8 40.3 2-3/16 56 A2 -- A2 -- -- -- --
Approved Temperature Ratings
A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), Approved Finishes
and 286 °F (141°C) 1- Brass and Chrome-Enloy�
B- 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2- Brass, Chrome-Enloy�', White Polyester56, Black Polyesters.6,
C - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141°C) and Black Teflon�5
D- 135 °F (57 °C), 155 °F (68 °C), and 175 °F (79 °C) 3- Brass, Chrome-Enloy�, White Polyester56, and Black Polyester5,6
E - 155 °F (68 °C)
Footnotes
' Base part number is shown. For complete part number, refer to Vking's current price schedule.
z Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals.
' Listed by Undenvriters Laboratories Inc. for use in the U.S. and Canada.
5 cULus Listed as corrosion resistant.
6 Other colors are available on request with the same Listings and Approvals as the standard colors.
' For installation in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins.
e Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA.
9 Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16.
10 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated
wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or
internally galvanized.
"The sprinkler orifice is bushed.
1z�E Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003.
"�E Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131.
1° Q MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008.
April 25, 2008 Sprinkler 51e
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
DESIGN CRITERIA
(Also refer to the Approval Chart on page 51 d) r.''
�n��tGL•[: •Z��
Microfast� and MicrofastHP�' Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in the Approval Chart for installation
in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers.
• Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by
the installation standards being applied, with hydraulically ca/cu/ated wet systems only).
• The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer
to the installation guidelines for old style (conventional) sprinklers.
FM Ao�roval Reauirements:
For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global
Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements,
hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling.
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria.
IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page
QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac-
cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB,
APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and
standards, whenever applicable.
Form No. F_080488
THIS PAGE
INTENTIONALLY
LEFT BLANK
Replaces page 51 a-e, dated March 7, 2008.
(Updated LPCB Approval on Sprinkler 14817.)
February 13, 2009
Sprinkler 43a
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
1. DESCRIPTION
Viking Microfast� and MicrofastHP�Quick Response Horizontal Sidewall Sprinklers
are small thermosensitive glass bulb spray sprinklers available with various finishes
and temperature ratings to meet design requirements. The special Polyester and
Teflon� coatings can be used in decorative applications where colors are desired.
In addition, these coatings have been investigated for installation in corrosive at-
mospheres and are cULus listed as corrosion resistant as indicated in the Approval
Chart. (Note: FM Global has no approval classification for Teflon� and Polyester coat-
ings as corrosion resistant.)
2. LISTINGS AND APPROVALS
cULus Listed: Category VNIV
FM Approved: Class 2020
;';�,
M:�� ��
y/�g _ stF
ill�' r�./
�'.
- --- "
NYC Approved. MEA 89-92-E, Volume 16
Refer to the Approval Chart on page 43d and Design Criteria on page 43e for cULus and FM approval requirements that must be
followed.
3. TECHNICAL DATA
Specifications:
Available since 2003.
Minimum Operating Pressure: 7 psi (0.5 bar)
Maximum Working Pressure: Sprinkler VK319 is rated for use with water
working pressures ranging from the minimum 7 psi �0.5 bar) up to
250 psi (17 bar) for high-pressure systems. High-pressure (HP) sprin-
klers can be identified by locating "250" stamped on the deflector.
Sprinkler VK305 is rated to a maximum 175 psi (12 bar) wwp.
Factory tested hydrostatically to 500 psi (34.5 bar)
Testing: U.S.A. Patent No. 4,831,870
Nominal K-Factor: 5.6 U.S. (80.6 metric*)
Viking Technical Data may be found on
The Viking Corporation's Web site at
http://www.vikinggroupinc.com.
The Web site may include a more recent
edition of this Technical Data Page.
'Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
Glass-bulb fluid temperature rated to -65 °F (-55 °C)
Overall Length: 2-11/16" (68 mm)
Material Standards:
Frame Casting: Brass UNS-C84400
Deflector: Copper UNS-C19500
Bulb: Glass, nominal 3 mm diameter
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape
Screw: Brass UNS-C36000
Pip Cap: Copper UNS-C11000 and Stainless Steel UNS-S30400
Pip Cap Attachment: Brass UNS-C36000
For Teflon� Coated Sorinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon� Coated
For Polyester Coated Snrinklers� Belleville Spring-Exposed
Ordering Information: (Also refer to the current Viking price list.)
Order Quick Response Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the
appropriate suffix for the temperature rating to the sprinkler base part number.
Finish Suffix: Brass = A, Chrome-Enloy� = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon� = N
Temperature Suffix (°F/°C): 135°/68° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G
For example, sprinkler VK305 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 12121AB
Form No. F_030103 Replaces page43a-f, dated March 2, 2007. (Revised FM
Design Criteria. Added the Model G-1 Escutcheon.)
Sprinkler 43b
February 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Available Finishes And Temperature Ratings:
Refer to Table 1
Accessories: (Also refer to the "SprinklerAccessories" section of the Viking data book.)
Sprinkler Wrenches:
A. Standard Wrench: Part No. 10896W/B (available since 2000).
B. Wrench for recessed sprinklers with protective shields: Part No. 13655W/B" (available since 2003)
"A %i' ratchet is required (not available from Viking).
Sprinkler Cabinets:
A. Six-head capacity: Part No. 01724A (available since 1971)
B. Twelve-head capacity: Part No. 01725A (available since 1971)
4. INSTALLATION
Refer to appropriate NFPA Installation Standards.
5. OPERATION
During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and
sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern
to extinguish or control the fire.
6. INSPECTIONS, TESTS AND MAINTENANCE
Refer to NFPA 25 for Inspection, Testing and Maintenance requirements.
7. AVAILABILITY
Viking Quick Response Horizontal Sidewall Sprinklers are available through a network of domestic and international distributors.
See The Viking Corporation web site for the closest distributor or contact The Viking Corporation.
8. GUARANTEE
For details of warranty, refer to Viking's current list price schedule or contact Viking directly.
Protecti����
Sprinklei
Shield
— Wrench
�lat
9���� �
Figure 1:
Standard Sprinkler Wrench 10896W/B
February 13, 2009
�
Sprinkler 43c
FASTHP° QUICK RESPONSE
HORIZONTAL SIDEWALL
SPRINKLERS �vKSOS a� vK3�s�
The Viking Corporation, 210 N Industrial Park Dnve, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
�
Sprinkler Temperature Sprinkler Nominal Maximum Ambient
Classification Temperature Rating' Ceiling Temperature2 Bulb Color '
Ordinary 135 �F �57 �C� 100 °F (38 °C) Orange
Ordinary 155 °F (68 °C) 100 °F (38 °C) Red
� Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow
Intermediate 200 °F (93 °C) 150 °F (65 °C) Green
High 286 °F (141 °C) 225 °F (107 °C) Blue
Sprinkler Finishes: Brass, Chrome-Enloy�, White Polyester, Black Polyester, and Black Teflon�
Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black Teflon�
Footnotes
' The sprinkler temperature rating is stamped on the deflector.
z Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having
Jurisdiction. Refer to specific installation standards.
' The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in
the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify
through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers,
the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with
Polyester and Teflon� coatings.
Protective
Sprinkler
Shield
Sprinkler Wrench Part No, 13655W/B�
for Recessed Horizontal Sidewall Sprinklers
Fit the wrench over the sprinkler
and protective shield as shown,
� — � rz--- _ '
� � I I /� ���-���\\
I I I � // �\ \
� � I�� 1 I I
I I �� � / I I
� � � � \�`���--��//
� _ � � � � `==i i
LS--->
�Note� A 1/2° ratchet is required
Cnot available fror� Viking),
I Figure 2: Wrench 13655W/B for Recessed Horizontal Sidewall Sprinklers I
�
\
Sprinkler 43d February 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
Approval Chart ,j—T� K�r
��,�, - .
Mlcrofast� and MicrofastHP� Quick Response A1X•-esa,�a�eon{�aPq�cawe�
_ ----
Horizontal Sidewall Sprinklers
Base Part Maximum Thread Size Nominal Overall Length Listings and Approvals'
Number' SIN pressure K-Factor (Refer also to Design Criteria on pg 43e.)
NPT BSP U.S. metric' Inches mm cULus' FM NYCS LPCB � E �
Maximum 175 PSI (12 Bar) WWP
For Light or Ordinary Hazard Occupancies.
� Deflectors must be located 4" to 12" (102 mm to 305 mm) below the ceiling.
12121 VK305 175 psi 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y, 61X -- A1Y -- -- --
Maximum 175 PSI WWP
For Light Hazard Occupancies Only.
Deflectors must be located 4" to 6" (102 mm to 152 mm) below the ceiling.
cULus FM6 NYC LPCB � E o
12121 VK305 175 psi 1/2" 15 mm 5.6 80.6 2-11/16 68
A1Y, B1X A2Y, 62Z -- -- -- --
Maximum 250 PSI WWP
For Light or Ordinary Hazard Occupancies.
Deflectors must be located 4" to 12" (102 mm to 305 mm) below the ceiling.
cULus' FM NYCS LPCB � E 'o�
12285 VK319 250 psi 1/2" 15 mm 5.6 80.6 2-11/16 68
A1Y, B1X -- A1Y -- -- --
Approved Temperature Ratings
Approved Escutcheons
X- Installed with standard surface-mounted escutcheons or
A- 135 °F (57 °C), 155 °F (68 °C), 175 °F Approved Finishes the Viking Microfast� Model F-1 Adjustable Escutcheone,
(79 °C), 200 °F (93 °C), and 286 °F �� Brass, Chrome-Enloy�, White Polyester', or recessed with the Viking Micromatic� Model E-1, E-2 or
(141 °C) Black Polyester', and Black Teflon�' G-1 Recessed Escutcheon
B- 135 °F (57 °C), 155 °F (68 °C), 175 °F 2- Brass Y- Installed with standard surface-mounted escutcheons or
(79 °C), and 200 °F (93 °C) the Viking Microfast� Model F-1 Adjustable Escutcheone
Z- Installed with the Viking Model G-1 Recessed Escutcheon
Footnotes
' Base part number shown. For complete part number, refer to Viking's current price schedule.
z Metric K-fador measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.
' This table shows the listings and approvals avai�able at the time of printing. Other approvals may be in process.
' Listed by Undervvriters Laboratories Inc. for use in the U.S. and Canada.
SAccepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16.
6 FM Approved for installation in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins.
' cULu s Listed as corrosion-resistant. Other colors are available on request with the same Listings and Approvals as the standard colors.
e The Viking Microfasl� Model F-1 Adjustable Escutcheon is considered a surFace-mounted escutcheon because it does not allow the fusible element
of the sprinkler to be recessed behind the face of the wall or ceiling.
February 13, 2009 Sprinkler 43e
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Emai�: techsvcs@vikingcorp.com
' pESIGN CRITERIA �a ,
(Also refer to the Approval Chart on page 43d.) �� �� �. �* '
cULus Listing Reauirements:
Quick Response Horizontal Sprinklers VK305 and VK319 are cULus Listed as indicated in the Approval Cha�t for installation in accordance with the
latest edition of NFPA 13 for sidewall standard spray sprinklers.
• Designed for use in Light and Ordinary Hazard occupancies.
• Locate the deflector 4" to 12" (102 mm to 305 mm) below the ceiling.
• Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.
• Minimum spacing allowed is 6 ft. (1.8 m).
• Align the top of the deflector parallel with the ceiling.
• Locate no less than 4" (102 mm) from end walls.
• Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured
perpendicular to the wall.
• The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed.
FM Aooroval Reauirements:
Install in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss
Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic
design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling.
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria.
IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page
QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac-
cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB,
APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and
standards, whenever applicable.
2-11/16'
C68,3 MM)
/ T
� 1-1�4�
� <31.8 MM)
1/Z' / +
C15 r,r,) J
NPT HSW Sprinkler
�i 12121 <VK305)
Instalted with a
standard 1/8' C3.1 r�M)
surface-MOUnted escutcheon
Wall ❑pening Size�
2-5/16" C58.7 MM) MIY11MU1`1
2-1/2" C63.5 MM) MaxiMUr�
�
2-1�8�
C54 Mr,)
�
2-1/16'
CS2.4 MM)
MiniMUr�
�
2-5/8'
C66,7 r�M)
MaxiMUM
Installed with a Microfast
Model F-1 Adjustable Escutcheon
Figure 3: Sidewall Sprinkler VK305 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon
. •
Sprinkler 43f
February 13, 2009
The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com
�
2-1/8`
C54 r�r�>
1_
Wall ❑pening Size:
Z-5/16" C58.7 r�r�) r�iniMUr�
2-1/2" (63.5 r�r�) r�axir�ur�
1-5/8" 1-3/4"
C41,3 r�r�>
Minir�uM C44.5 r�r�)
MiniMUr�
— � �
2-1/8" �
�
C54 r�r�) �
� �
2-1/4"
C57.2 r�r�)
Maxir�ur�
Installed with a Micror�atic
Model E-1 Recessed Escutcheon
� 2-5/8�
(67 Mr�>
Maxir�ur�
Installed with a Model E-2
Thread-on Recessed Escutcheon
Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons
Wall ❑pening Size with
the Model G-1 Escutcheon�
2-5/8' C66 MM> MiniMUM
3-3/4' C95 r�rn> r�axiMUM
Ad justable �
Adapter
Ring
Depth�
1-1/16'
C27 Mr�)
1/8'
� � C3.2 r�r�)
Ad justable �
❑uter Cup
2-5/8' 4r
C66 r�r�) (102 r�r�)
1-1/16"
<2� �,�,�
I �MaxiMUM Recess� I
�1 �iz• <iz.� �,�,>
Figure 5: Sidewall Sprinkler VK305 Dimensions with the Model G-1 Recessed Escutcheons
Form No. F_030103 Replaces page 43a-f, dated March 2, 2007. (Revised FM
Design Criteria. Added the Model G-1 Escutcheon.)
�.
� a..
: ,'
��:::�'_�.
�
��. � � .
"� �. .
FEATURES
Sizes: ❑ 2 1/2" ❑ 3" ,�4" ❑ 6" ❑ 8" ❑ 10" ❑ 12"
Maximum working water pressure 175 PSI
Maximum working water temperature 140°F
Hydrostatic test pressure 350 PSI
End connections
(Grooved for steel pipe) AWWA C606
(Flanged) ANSI 616.1
Class 125
OPTIONS
(Suffixes can be combined)
❑ - with NRS shut-off valves (standard)
❑ FS - with cast iron wye type strainer
(flanged only 2-1/2"-10")
❑ FSC - with epoxy coated wye type strainer
(flanged only 2-1/2"-10")
❑ G- with groove end gate valves (2-1/2" - 10")
❑ GF - with grooved inlet gate connection and flanged
outlet gate connection (2-1/2" - 10")
❑ FG - with flanged inlet gate connection and grooved
outlet gate connection (2-1/2" - 10")
❑ L- less shut-off valves (flanged body connections)
❑ OSY - with OS 8� Y gate valves
❑ PI - Post Indicator gate Valve (3"-12")
ACCESSORIES
❑ Repair kit (rubber only)
❑ Thermal expansion tank (Model WXTP)
❑ OS & Y Gate valve tamper switch (OSY-40)
0 Test Cock Lock (Model TCL24)
F �-�
�
E
00
0
0
00
F
C D
DIMENSIONS 8� WEIGHTS (do not include pkg.)
t �t t
APPLICATION
Designed for installation on potable water lines to protect against
both backsiphonage and backpressure of polluted water into the
potable water supply. The Model 350 shall provide protection
where a potential health hazard does not exist.
STANDARDS COMPLIANCE :(Sizes 2 1/2"-10" Horiz. & Vert.)
(Size 12" horizontal)
• ASSE RO Listed 1015
• CSAO Certified (2-1/2" - 10")
• IAPMO� Listed
• A1NWA Compliant C510
• ULOO Classified
• C-UL� Classified
• FM� Approved (2-1/2" - 10")
• Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
• NYC M EA 50-01-M (2-1 /2"-3")
• NYC MEA 297-98-M (4"-6")
• NYC MEA 316-01-M (8"-10")
MATERIALS
Main valve body
Access covers
Coatings
Internals
Fasteners
Seal ring
O-ring
Springs
Ductile Iron ASTM A 536 Grade 4
Ductile Iron ASTM A 536 Grade 4
FDAApproved fusion epoxy finish
Stainless steel, 300 Series
NORYLTM', NSF Listed
Stainless Steel, 300 Series
EPDM (FDA approved)
Buna Nitrile (FDA approved)
Stainless Steel, 300 Series
� � ���
'�' - '�' _�.
� �m�ll��� il�l�ll m° � ��..,
�
.. � . . :.
Attention: Model 350
(flange body) and
350A (grooved body)
have different lay
lengths.
. _ � � .. .
� �•
Page 1 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:9 0 5140 5-1 2 9 2
Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http:/Mrww.zurn.com
. .
0
N 1S
O
J
W ('l � O
� %
� a
N 5
w
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a p
0
FLOW CHARACTERISTICS
MODEL 350 2 1l2", 3" 8 4" (STANDARD & METRIC)
FLOW RATES (tls)
6.3 12.6 18.9 25.2 31.5 37.8 44.1
50.4
104 N
O
J
69 � a
� �
35 y
w
�
0 a
soo
0.0
y 1S
0
J
w�10
¢ �
� a
y-- S
w
a 0
0
100 200 300 400 500 600 700
FLOW RATES (GPM)
MODEL 350 6" 8 8" (STANDARD & METRIC)
FLOW RATES Qls)
25.2 50.4 75.6 100.8 126.0
151.2
104 y
0
69 w w
¢ a
� x
35 N '"
w
0 a
2400
0.0
y 15
° 10
� �
� � 5
y a
w
a �
0
400
63.0
800 1200 7600 2000
FLOW RATES�GPM)
MODEL 350 10" 8 12" (STANDARO & METRIC)
FLOW RATES (I/s)
126.0 189.0
252.0
104 N
0
69 J
w q
� Y
�
35 y "
w
0 a
4000
1000 2000 3000
FLOW RATES (GPM)
O Rated Flow (Established by approval agencies)
TYPICAL INSTALLATION �°"°„""` ,
, E.�,o,�E
Local codes shall govern installation requirements. Unless � ;
otherwise specified, the assembly shall be mounted at a ; ;
minimum of 12" (305mm) and a maximum of 30" (762mm) � —T ;
above adequate drains with sufficient side clearance for ' '° I" '
testing and maintenance. The installation shall be made aaE�,��«� ,>
so that no part of the unit can be submerged.
Capacity thru Schedule 40 Pipe (GPM)
Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ff/sec
2 1/2" 75 112 149 224
3" 115 173 230 346
4" 198 298 397 595
6" 450 675 900 1351
8" 780 1169 1559 2339
10" 1229 1843 2458 3687
12" 1763 2644 3525 5288
OUTDOOR INSTALLATION
qRECTON OF ROW �
INDOOR INSTALLATION
(350GF)
VERTICAL INSTALLATION
(350G)
SPECIFICATIONS
The Double Check Backflow Prevention Assembly shall be ASSE� Listed 1015, and supplied with full port gate valves.
The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check
valve shall be NORYLT"', the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM.
The checks shall be accessible for maintenance without removing the device from the line. The Double Check Backflow
Prevention Assembly shall be a WILKINS Model 350.
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
Page 2 of 2
nno�E� �oaa
3�4�� � �� � ��4�� � ��2�� 2��
❑ 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 Ball 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/a" To 2" NPT & BSPT, With All Specifiable
Orifice Sizes 3/8", �/�b", �/2", »/s2", 5/8" (ELO), 3/a" (ESFR) and K.25.
❑ The Oriflce Size Is Noted On The Indicator Plate And The Valve Is Tapped For
A Pressure Gauge.
❑ The Standard Model 1000 TESTaNDRAIN Valve Includes A Pressure Gauge Port
Tapping And Can Be Ordered With A Relief Valve As A Model 1011 Or l O11 T
❑ Locking Kit Available Which Provides Superior Vandal Resistance
And Prevents Unintentional Alarm Activation.
G��u� �uvNrt 5 Avtoc'q0
Gre on the Internet `r�f��
at •
- . . . .
MODEL 1000
�� U(.0 FM
300 PSI
�
3�4�� � �� � ��4��
PLAN VIEW
FRONT VIEW/HORIZONTAL INSTALIATION
ORIFICE SIZE
AVAILABLE - 3/a", U/16",1/2°, t7/32", ELO(5/8"), ESFR(3/a'�' and K.25
*Available on 11/2" to 2" size units only.
DIMENSIONS - INCHES
� � �2�� 2��
FRONT VIEW/VERTICAL INSTALLATION
1 FROM BRANCH
�
STREET EL
GAUGE INLET
PROVIDED
�
i TO DRAIN
� I �
STREET EL �� �
OR PIPE � i
. _i
TO DRAIN l
RIGHT HAND/STRAIGHT INSTALLATION
APPROVALS:
❑ UL and ULC Listed
❑ FM Approved except 3/4"
❑ NYC-BSA N0. 720-87-SM
❑ CA. State Fire Marshall
SIZE A B C D E F G H
3/4' rJ ��1G � ���2 � 2 3�16 � 3 5�8 � 3 3�8 � � 13�1G i 4 9�16 � 6 3�8 �
128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm
1�� �J ��16n ���2 � Z 3�16 � 3 S�Bn 3 3�8�� � 13�16 i 4 9�16 � 6 3�gn
128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm
1 ��4 � �J ��1G � � � ��1G � 2 q�16 � 4 ��4 � 3 5�}6�� � 15�16 � 5 q��b � 5 ��2n
137.70mm 42.70mm 65.36mm 108.36mm 8284mm 50.99mm 141.39mm 192.28mm
1 ��� 6�/ib' 1 13h6' 3�/a' 5�/id� 3��e � rZ 5�8 � 8��4 � � ���8 �
� 2 163.38mm 45.SOmm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm
2�� 6��1G � � 13�16n .3 ��4n r'J ��16 i 3 7�8 � .2 5�8 � 8 ��4 � � O 7�8n
163.38mm 45.SOmm 81.SOmm 127mm 99.18mm 66.97mm 206.63mm 273.60mm
**3/q��Valve UL listed only.
AGF Manufacturing Inc.
100 Quaker Lane, Malvern, PA 19355
T: (610) 240-4900 / F: (610) 240-4906
Email: info�testandrein.com
Web: www.testandrain.com
Q RlserPACK an0 TESTanDRA1N are registered trademarks ol AGF
MATERIAL LIST
PART: MATERIAL:
HANDLE STEEL
STEM ROD BRASS
BALL C.P. BRONZE
BODY BRONZE
SIGHT GLASS LEXAN�
VALVE SEAT IMPREGNATED TEFLON
INDICATOR PLATE STEEL
HANDLE LOCK SPRING STEEL
JOB NAME:
ARCHITECT:
ENGINEER:
MAOE,N �.5.,,. CONTRACTOR:
3/02
Series 717 FireLock° Check Valves
`1����
U��rA�� ��, �, �, �s�; q� �� F- �; �E�� �-������
PRODUCT DESCRIPTION
Series 717 FireLock check valve is a CAD-developed design that is hydrodynamically efficient A totally
--- rubber encapsulated disc on 4- 12° (100 - 300 mm) sizes provides superior corrosion resistance. This
� single disc design incorporates a spring assisted feature for non-slamming operation. For systems
requiring a Riser Check op[ion refer to section 10.09.
The 4" (100 mm) and larger sizes are provided with upstream and downstream drains and a welded-in
nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide
' �� ��� leak-free sealing under conditions as low as five feet of head. Each valve is factory tested to S00 psi
� Seevictaulic �3440 kPa). The 2'/2 and 3" (65 and 80 mm) sizes are UL/ULC Listed and 4" (100 mm) sizes and larger are
publication 70.01 UL/ULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4- 8"/100 - 200 mm (except
Sizes 2'/z - 3" �O`ae�a'is. 165,1 mm size) are VdS approved.
Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted
t.� to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 VioFlange`� or Style 744 FireLock
� flange adapters on ei[her end
U� ��� '•
O FM O
See Victaulic
publication 10.01
for details. $12eS 4 - 12"
DIMENSIONS
�A I �B�
� � CI
i
Typical 2'/2 - 3"
A�
-► R li- �
� � - - -} �
�E
N--K--►I 2 I
B �Jk- �
� Yi NPT Upstream Drain
�'h' NPT Downstream Drain
03 2' NPT (Drain Optional)
Typical 4 - 8"
�A�
O P C
� �- ,��
�K� � E
2 i�
B -►I � F
� %z' NPT Upstream Drain
�'h` NP7 Downstream Drain
Typical 10 - 12"
Valve Size
Actual
Nominal Outside
Diameter Diameter
InJmm InJmm
2'/z 2.875
65 73.0
76.1 mm 3.000
76.1
3 3.500
80 88.9
4 t 4.500
100 114,3
5 T 5.563
125 141,3
139.7 mm t 5.500
139.7
6 T 6.625
150 168.3
165,1 mm 6.500
165.1
8 1 8.625
200 219.t
10 10.750
250 273,0
12 12.750
300 323,9
T Vd5 Approved
EtoE
A
3 88
99
3.88
99
4.25
108
9 63
245
10 50
267
1Q50
267
11.50
292
11.50
292
14.00
356
17.00
432
19.50
495
B
426
708
4.26
108
5.06
129
6.00
152
6.80
113
6.80
113
8.00
203
8.00
203
9.88
251
12 00
305
14.00
356
� REGISTERED TRADEMARK OF VICTAULIC - O COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. - SKU �WCAS-66VPXF
C
3.57
91
3.57
97
4.17
706
3.88
99
4.50
114
4.50
114
5.00
127
5.00
127
6.06
154
7.09
180
8.06
205
Oimensions- Inches/millimeters
D
2.75
70
5.05
126
5.96
151
6.91
176
E
3.50
89
4.17
106
4.17
l06
4.50
114
4.50
114
5.65
144
6.69
170
7.64
194
2.00
51
2.15
55
2.15
55
2.38
61
2.38
61
2.15
55
2.15
55
2.51
64
K
4.50
114
5.88
149
5.88
149
6.67
169
6.67
169
8.85
225
10.92
277
12.81
925
P
3.50
89
4.08
104
4.08
104
4.73
120
4.73
�20
5.65
144
6.73
171
7.73
196
R
3.35
85
3.98
101
3.98
101
3.89
99
3.89
99
5.75
14fi
Approx.
Wgt. Ea.
Lbs.
kg
36
1,6
3.6
7,6
4.5
2.0
20.0
9.1
27.0
12.3
27.0
12, 3
38.0
17.2
38.0
17,2
64.0
29,0
100.0
45,4
140.0
63.5
1479 REV F
Victaulic Company o( America • Phone: 1-800-PICK-VIC (1-SOOJ42-5842) • Fax: 610-250-8817 • e-maiC pickvic@victauliccom
Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada�victaulic com
Victaulic Europe • Phone:32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@viclaulic.be �
Viclaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com �,�jt� u' � C
Victaulic Asia Paci(ic • Phone: 86-21-58855151 • Fax: 86-21-58851298 • e-mail: vicap@victaulic com
10.08
FLOW CHARACTERISTICS
NOTE� Placement of check valves too
Gose to sources of unstable Flow will
shorten the life of Ihe valve and
potentially may damage the system.
To extend valve life, valves should be
installed a reasonable distance
downstream from pumps, elbows.
expanders, reducers or other similar
devices. Sound piping practices
dictate a minimum of five (5) times
the pipe diameter for general use
Distances between [hree (3) and five
(5) diameters are allowable provided
lhe flow velociry is less than eight (8)
(eet per second (2.4 mps). Distances
less than [hree (3) diameters are not
recommended and will violate [he
Victaulic produc[ warranty.
6.0
5.0
4.0
3.0
2.0
N
a
� 1.0
a
0 0.9
p� 0.8
p 0.7
W 0.6
� 0.5
�
� 0.4
pWC 0.3
a
0.2
0.1
SERIES 717
10 20 30 40 60 80 100 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,000
800 3,�00 8,000
FLOW RATE - G.P.M.
MATERIAL SPECIFICATIONS
Body: Ductile iron conforming to ASTM A-536, grade 65-45-12 Ductile iron conforming to ASTM A-395,
grade 65-45-15, is available upon special request. 2'/z - 3" (65 - 80 mm) sizes PPS coated. 4- 12" (100 -
300 mm) sizes painted black enamel.
Body Seat: 2'/z - 3" (65 - 80 mm) sizes PPS coated. 4- 12" (100 - 300 mm) integrally welded on nickel
alloy.
Disc Seal or Coating:
• Grade "E" EPDM
EPDM (Green color code). Temperature range -30°F to +230`F (-34°C to +110°C). Recommended for
cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free
air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C)
and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES.
'Services listed are General Service Recommendations only. It should be noted that there are services for
which these gaskets are not recommended. Reference should always be made to the latest Victaulic
Gasket Selection Guide for specific gasket service recommendations and for a listing of services which
are not recommended.
Discs: 2'/z - 3" (65 - 80 mm) Aluminum bronze conforming to ASTM B-148 with Grade "E" Seal.
4- 12" (100 - 300 mm) ductile iron conforming to ASTM A-536, grade 65-45-12, fully encapsulated in
Grade "E" elastomer.
Shaft: 2'/z - 3" (65 - 80 mm) Type 416 stainiess steel. 4- 12" (100 - 300 mm) Type 316 stainless steel.
Spring: All sizes Type 302/304 stainless steel.
Shaft Plug: 2'/z - 3" (65 - 80 mm) only; SAE Hex Socket Type conforming to ASTM A-576, cadmium plated
to military specifications QQ-P-416A, class 3 type 2. 4- 12" (100 - 300 mm) only; carbon steel zinc plated
to ASTM B-633.
Pipe Plug: 4- 12" (100 - 300 mm) only; carbon steel zinc plated to ASTM B-633.
This product shall be manufac[ured by Victaulic Company. All producls shall be installed in accordance with current Vic[aulic installation/assembly ins[ructions.
Viclaulic reserves [he right to change product specifications, designs and standard equipment without no[ice and without incurring obligations.
2 Series 717 FireLock� Check Valves
B B-S C� o0 0�o� 1'= 2-�lz'
� SL 0 W CL OSE Approved by: NYC Board of Stds. & Appeats,
Cal. #996-81-SM (175psi
720-83-SA (350 8� 500 psi;
BRONZE BUTTERFLY VALVE
ONE-PIECE, FULL-PORT
175 PSI FM c�� s
THREADED ENDS
APPROVED �
DIMENSIONS
DIM
A
B'
C
D
J'
K
L
M-40'
M-80'
N-40s
� .�
2.13
3.16
1.56
1.72
4.16
66
83
1.10
96
2.25
1.13
Valve Size
1-1/4°
2.63
3.31
1.94
2.11
4.16
73
90
1.38
1.28
2.00
1.25
1-1 /2"
2.88
3.41
2.19
2.38
4.51
73
10
1.61
1.50
2.50
1.41
2,�
3.25
3.63
2.75
3.07
4.76
79
1.41
2.07
1.94
2.25
1.69
2-1/2„
4.13
3.82
3.19
3.50
4.66
1.18
1.29
2.47
�
2.32 I
10.00
ALL DIMENSIONS-INCHES
' Pertains to BB-SC100 only.
' Pertains to BB-SCS02 only.
' M-40 ARE DIMENSIONS USING SCHEDULE 40
PIPE
' M-80 ARE DIMENSIONS USING SCHEDULE 80
PIPE
s N�0 IS FLOW RESISTANCE EXPRESSEDIN
EQUIVALENT LENGTH OF SCHEDULE 40
PIPE
` W IS THE WRENCH MAKE-UP LENGTH
FEATURES
• Slow opening and closing
• Quarter turn operation
• Water Hammer elimination
• Optional internal tamper switch
(Indoor/Outdoor use).
- Signals disc movement
- Factory or Field installation
- 10 Amp / 115 VAC-60 Hz
- 0.5 Amp / 28 VDC
� Grooved Ends Available in
Sizes 2" and 2-1/2"
A /�1 ��
BB-SC100
Sizes 1", 1-1 /4", 1-1 /2", 2", 2-1 /2"
BB-$C$�2
(Includes Switch)
The information presented on this sheet is correct at the time of publication. Milwaukee Valve reserves the right to change
design, and/or material specifications without notice. For the most current information access www.milwaukeevalve.com
r
NILWAUKEE VALVE
,;
��
.aw- - .
, .,'
+ ,i.��.
� �'t • (
r ' .
ANGLE VALVES 300LB. RATED
Fire Department Valves
FEMALE X MALE
STANDARD EQUIPMENT: Female
NPT inlet and male hose thread
outlet cast brass valve with wheel
Fire Hose Rack Assembly Valves
DOUBLEFEMALE
STANDARD EQUIPMENT: Female
NPT inlet and outlet cast brass valve
with wheel handle
handle. OPTIONAL FINISHES:
PB- Polished Brass
RC- Rough Chrome Plated
PC- Polished Chrome Plated
U/L LISTED AND FM APPROVED
Figure No. 5010-5015
SPECIFY
THREAD
[
_a.
!� •''`,,�'�.
I �-
�, �i .,
— ,`••J•'
- F - _
-•�� �.
.� _
.�..�; � .
��
�� �
�
NY BSA/MEA APPROVED
5010 5015
Fi ure No. 5020 5025
Size 1 1/2" 2 1/2"
A 2 11 /64 3 3/16
B 2 7/32 3 3/16
C-Closed 6 5/8 9 1/4
C-Open 7 21/22 11
D 3 3/4 5
E 2 7/16 3 19/32
F 213/16 319/32
U/L Listed Yes Yes
FM Ap roved Yes Yes
NYC Approved Yes Yes
213/16 319/32
ANGLE VALVES 300LB. RATED
Fire Department Valves
FEMALE X MALE
STANDARD EQUIPMENT: Female
NPT inlet and male hose thread
outlet cast brass valve with wheel
..y�
:�
i� .
� �.
�;.-:
�.
�'�:.
�
Figure No. 5020-5025
I �` f! _
: t. a �--��::
;� • I.:. �_�
_ ��� `'••[ : .
Fire Hose Rack Assembly Valves
DOUBLE FEMALE
STANDARD EQUIPMENT: Femafe
NPT inlet and outlet cast brass valve
with wheel handle
handle. OPTIONAL FINISHES•
Figure No. 5030-5035
SPECIFY
THREAD
-- n -�
' �,
. �� : � _
; � �-..� :��
�?y ' � � 1.
�
. ��.
��. .�`_ ��
�. : � � �
PB- Polished Brass
RC- Rough Chrome Plated
PC- Polished Chrome Plated
U/L LISTED AND FM APPROVED
NY BSA/MEA APPROVED
5030 5035
Fi ure No. 5040 5045
Size 1 1/2" 2 1/2"
A 2 9/64 3 5/32
B 217/64 3 3/16
C-Closed 6 1/2 8 3/4
C-O en 711/16 10 9/16
D 4 1/64 51/8
E 2 7/ 10 3 1/2
F 2 3/8 3 3/8
U/L Listed Yes Yes
�
a
-:r,
��',
�,
Figure No. 5040-5045
�_ � . _�.
. � � .
��
. � ` • "-•`
I ' , {.I ,
]l ' r i y f'�'.:i�
l .�lh � ` r� f�
, , . •- -
Page 5-3
175 Ib. WWP Bronze Globe Valves
Fire Protection Valve • Screw-in Bonnet • Integral Seat • Renewable Disc
175 PSI/12.1 Bar Non-Shock Cold Water
CONFORMS TO MSS SP-80 • UL LISTED*
MATERIAL LIST
PART SPECIFICATION
1. Handwheel Nut 300 Series Stainless Steel
2. Identification Plate Aluminum
3. Handwheel Aluminum Commercial Alloy 380
4. Stem Silicon Bronze ASTM B 371 Alloy C69430
5. Packing Gland Bronze ASTM B 62
or ASTM B 584 Alloy C84400
or ASTM B-282 or ASTM B 16
6. Packing Nut Bronze ASTM B 62 or ASTM B 584
Alloy C84400 or ASTM B 16
7. Packing Non Asbestos Aramid Fibers w/Graphite
8. Bonnet Bronze ASTM B 62
9. Disc Halder Nut Bronze ASTM B 140 Ailoy C31400 or B 62
10. Disc Holder Bronze ASTM B 62#/
ASTM B 9 Alloy C65100 w/SS Washer
11. Seat Disc EPDM Rubber (W)
TFE (Y►#
#12. Disc Nut Bronze ASTM B 62/ASTM 89 Allay C65100
w/SS Washer
13. Body Bronze ASTM B 62
# 2�/z" and 3" size only.
DIMENSIONS-WEIGHTS-QUANTITIES
Dimensions
Size A B Weight Box Master
In. mm. In. mm. In. mm. Lbs. Kg. Qty. Ctn. Qty.
1�/a 32 4.31 110 6.13 156 3.55 1.61 2 10
1'/z 40 4.69 119 7.19 183 5.50 2.49 2 10
2 50 5.38 143 7.94 202 825 3.75 2 6
"2'/z 65 6.63 168 10.19 259 15.40 7.00 1 2
"3 60 7.75 197 11.19 284 22.44 10.20 1 2
'UL Listed for Trim and Drain use - sizes 1 Ye", 1Yz", 2".
"Sizes 2'/x" and 3'supplied as T-211-Y with TFE seat disc.
U�
Dezincification
Resistant
KT 211-W-UL
Threaded
KT-211-W-UL
NPTx NPT
NIBCO INC. WORLD HEAD�UARTERS • 1516 MIDDLEBUFY ST. • ELKNART, IN 46516-4740 • USA • PH: 1.800234.0227
m TECH SERVICES PH: 1.888 446.4226 • FAX: 1 800234D557 • INTERNATIONAL OfFICE PH: +1.574295.3221 • FAX' +L574295.3455
www.nibco.com
N
TWO-WAY CLAPPER INLET
� i �� , . '� �'�.` �' .�:I �
i a��
��.,
{ — ' � ?
^'1 � ��=,• !" , .
� , �:� ����:
�. � f� �'� ��
•.� � ,� �'. ,
� i � �. 1
L�_ �* .. � ,±�
, *� `±, st'
�r- ..s.
Figure No. 6010-6042
An Auxiliary Inlet Connection with 500 G.P.M. minimum inlet capacity. Used to supplement
fire protection water supply. Flush design enhances appearance and provides unobstructed
passage.
STANDARD EQUIPMENT: Cast brass body, double clapper inlets, brass plate, adapters
and plugs with chain. Select size and outlet connection by Figure Number.
SPECIFY THREAD AND BRANDING.
BRANDING: "Standpipe", "Auto Spkr", "Combination Standpipe and Sprinkler Systems",
"Dry Standpipe". Special lettering available. _
� .
OPTIONAL FINISHES: `��� F �"�; ' ,
_•—=—�--..-, —�.R�
PB - Polished Brass ..��'� � " ."� --r ' , I �,
������-. �._. ; �}.s�'� .
PC - Polished Chrome Plated U/L Listed � �, �__�' • I ; j � �� � , j
NY BSA-MEA APPROVED ' y _. `._f',.� ` � f
� 4�Y � �� ,'S[. _ .} �
,y' � I _�-
h� C �
�
��
. 1�— ; _,r �i
�.. -� -- -
i ; _.
t /r � t
Y
._ i ' _� �.
*Diagram of Bottom 8� Top Body
. �, �
� _ F _H�
� 1`�; � ;
-- -� — � � �� I � . — �
4 I
I �
� E �
Diagram of Back Body Diagram of Plate Diagram of Bottom 8� Top Bc
OUTLET LOCATIONS DIMENSIONS
BACK BOTTOM TOP
Fi . No. Fi . No. Fi . No. Size A B C D E F G H
6010 4 X 2 1/2 X 2 1/2 11 1/2 6 1/2 7 5/8 5 1/4
*6011 "6012 4 X 2 1/2 X 2 1/2 12 1/2 5 3/8 7 5/8 4
6020 6 X 2 1/2 X 2 1/2 11 1/4 7 3/8 7 5/8 7 1/4
6021 6022 6 X 2 1/2 X 2 1/2 12 9 3/8 7 5/8 5 3/4
6030 4 X 3 X 3 12 1/4 8 1/4 7 5/8 5 1/2
*6031 *6032 4 X 3 X 3 12 5/8 5 3/8 7 5/8 4
6035 5 X 3 X 3 12 1/4 8 3/4 7 5/8 7 3/8
6036 6037 5 X 3 X 3 12 9 1/2 7 5/8 5 7/8
6040 6 X 3 X 3 12 1/4 8 3/4 7 5/8 7 3/4
6041 6042 6 X 3 X 3 12 9 1/2 7 5/8 5 7!8
�dy
Page 6-3
The Cost Effective Replacement for Schedule 10
Realizing the growing need of fire protection systems
in commercial and residential construction, Bull
Moose Tube has added Eddy Flow to its
comprehensive line of sprinkler pipe products.
for roll grooving and weiding. Please check with
appropriate sources for up-to-date listings and
approval information.
As an added benefit, it is more economical to use than
Eddy Flow is a specially engineered replacement for schedule 10 due to reduced delivery costs and ease
schedule 10, offering better flow characteristics while of handling. Furthermore, Eddy Flow's larger ID
providing design flexibility. This product is FM provides an opportunity for downsizing and further
approved, as well as UL listed (for U.S. and Canada) cost savings.
COMPARISON
Inside Diameter C.R.R.*
NPS O.D. Eddy Flow Sch. 10 Sch. 40 Eddy Flow Schedule 40
(in) (in) (in) (in) (in)
1-1 /4 1.660 1.515 1.442 1.380 2.93 1.00
1-1 /2 1.900 1.734 1.682 1.610 3.44 1.00
2 2.375 2.209 2.157 2.067 2.78 1.00
2-1/2 2.875 2.729 2.635 2.469 1.09 1.00
3 3.500 3.342 3.260 3.068 1.00 1.00
4 4.500 4.316 4.260 4.026 1.00 1.00
` Corrosion Resistance Ratio
BENEFITS
Dual Certified to ASTM A135 and A 795.
FM approved for roll grooving and welding for use in wet systems.
UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry,
preaction, and deluge type sprinkler systems.
Lightweight - saves shipping costs, and offers easier handling.
Can be used with roll grooved couplings or welded outlets for pressures up to 175 psi.
Floor stock available in various lengths produced in Trenton (GA), Gerald (MO), and Masury (OH). A/so can be
ordered in custom lengths.
Can be supplied roll grooved, or plain end for use with Victaulic° FIT� Fittings.
Can be used for wet and dry* systems.
' Eddy Fbw can be hot dipped galvanized to meet FM's requirement for dry systems.
PIPE PREPARATION
For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be
free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior
to installation. Failure to take these impoRant steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's
instructions for the specific fitting used.
6tJf.L MO�OBE 1�UBE COMAANY i
A R fl company
1819 Clarkson Road
Chesterfield, MO 63017
(800) 325-4467
FAX: (636) 537-2645
www. bul l moosetube.com
e-mai�: infoCbullmoosetube.com
For additional information, U A
contact your salesperson today at � ���W,
(800) 325-4467 or (636) 537-2600 ��� ' — --
in the USA, or from Canada
call (800) s82-4666 FM
�eovEc
All information contai�ed herein is accurate as known at the time of publicalion. Bull Moose Tube reserves lhe right to change produd specifications without notice and without incurring obligation.
qim
A Lightweight Schedule 40 Replacement Pipe
That Has a Corrosion Resistance Ratio of 1.0
Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe
products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our
customers have an option to buy a carefully designed replacement for Schedule 40 that:
• Has a Corrosion Resistance Ratio of 1.0
• Has No Thread Warning
• Has a Pressure Rating of 300 psi
• Is Lighter Weight Than Schedule 40
• Is Approved by Factory Mutual and Listed by Underwriters Laboratories
• Is Produced in Accordance to ASTM A-135 and A-795
• Can be Used With Standard Schedule 40 Threaded Fittings,
Couplings and Valves
• Is Produced From Steel With Excellent Properties of
Strength and Threadability
• Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems'
• Offers Lower Freight Costs
EDDYTHREAD 40 SPECIFICATIONS
Nominal Weight I.D. Bundle
Pipe Size (in) Lb./Ft (in) Size
1 1.600 1.090 70
1-1 /4 2.139 1.425 51
1-1 /2 2.562 1.655 44
2 3. 364 2.124 30
CORROSION RESISTANCE RATIOS
Nominal Sch. 40 EDDYTHREAD 40 EDDYLITE
Pipe Size in
1 1.00 1.00 0.74
1-1/4 1.00 1.00 0.48
1-1 /2 1.00 1.00 0.47
2 1.00 1.00 0.38
` Eddythread 40 can be ho� dipped galvanized to meet FM's requiremenf foi dry systems
�•� 1819 Clarkson Road For additional information, �!
h�� Chesterfield, MO 63017 contact your salesperson today at C �L us �j��
(800) 325-4467 (800) 325-4467 or (636) 537-2600 USTED
BULL M008E 7'LIBE COMIPANY ---_ _
FAX: (636) 537-2645 in the USA, or from Canada
www.bullmoosetube.com call (800) 882-4666 FM
A fl fl company e-ma��: info(a�bullmoosetube.com A�o��
All information contained herein is accurate as known at the time oi publication. Bull Moose Tube reserves the right to change product spec�catio�s without notice and without incurring obligation.
02/03
WR�T
100
� Wrot & Cast Pressure Fittings
Couplings
CASi WROT CAST
Coupling With Stop 101 Coupling Without Stop
Copperto Copper
/��_.._s��'
�
� EFL
���,�,
Nominal Size
In Inches
1/4
3/8
1l2
5/8
3l4
7/8
1
1 1l4
1 112
2
2112
3
3112
4
5
6
8
Part
Number
30896
30898
30900
30902
30904
30906
30908
30910
30914
30916
30918
30920
30922
30924
30926
30928
30930
A ir
CxC
Box Master
Quantity Pack
50 1000
50 1000
100 1000
25 500
50 500
10 200
25 250
20 200
10 100
5 50
5 50
5 40
1 16
2 16
1 6
1 6
1 1
Approx.
Net Wt.
0.007
0.014
0.021
0.040
0.056
0.084
0.122
0.144
0.216
0.391
0.624
0.909
1.369
1.904
3.365
5.262
12.941
Dim.
A
3/32
3/32
3/32
3/32
3/32
3/32
3/32
3/32
3132
3/32
3132
3132
3/32
3132
3/16
3/16
1/8
WROT CAST
100-RS Coupling With Roll Stop
Copper to Copper
, : : �
�
, --_„-_-
EPC �� 1
�+ � II �
ii
CxC ��
t___-J_L_--
Nominal Size
In Inches
3/16 OD
5116 OD
1/8
1/4
3I8
1/2
5/8
3/4
7l8
1
1 114
1 1/2
2
Part
Number
30662
30672
30666
30678
30686
30694
30702
30712
30724
30730
30746
30764
30782
Box Master
�uantity Pack
50 1000
50 1000
50 1000
50 1000
50 1000
100 1000
25 500
50 500
10 200
25 250
20 200
10 100
5 50
Approx.
Net Wt.
0.002
0.006
0.004
0.007
0.014
0.021
0.040
0.056
0.084
0.122
0.144
0.216
0.391
Dim.
A
1/16
1/16
1116
3/32
3132
3/32
3/32
3(32
3/32
3/32
3132
3/32
3132
����r A ---
E�'''� CxC
��
Nominal Size Part Box Master Approx. Dim.
In Inches Number �uantity Pack Net Wt. A
1l8 30944 50 1000 0.004 11116
1/4 30948 50 1000 0.007 23/32
3/8 30950 50 1000 0.015 55164
1/2 30952 100 1000 0.027 13132
5/8 30954 25 500 0.041 12t164
3l4 30956 50 500 0.056 119132
1 30960 25 250 0.121 129/32
11/4 30962 20 200 0.149 21132
1112 30964 10 100 0.213 217/64
2 30966 5 50 0.391 2 49/64
21/2 30968 5 50 0.616 31/32
3 30970 5 40 0.912 313/32
31/2 30972 1 16 1.352 3 29/32
4 30974 2 16 1.878 413/32
5 30976 1 6 3.365 51/2
6 30978 1 6 5.262 6 3/8
8 30980 1 1 12.941 81/4
WROT CAST
101-R Coupling With Stop 4701-R
Copper to Copper
-{ A
�� � r
�, E,_P_ G �
CxC
Nominal Size Part Box Master Approx. Dim.
In Inches Number Quantity Pack Net Wt. A
1/4 OD x 3/16 OD 30668 50 1000 0.004 3/32
5/16 OD x 1/4 OD 30674 50 1000 0.007 3/32
3/8 OD x 5/16 OD 30680 50 1000 0.008 3132
1/4 x 1/8 30684 50 1000 0.008 5/32
3/8 x 1/4 30688 50 1000 0.017 3/16
3/8 x 1/8 30692 50 1000 0.019 1/4
1/2 x 3/8 30696 50 1000 0.024 5132
1/2 x t/4 30698 50 1000 0.025 1l4
1/2 x 1l8 30700 50 1000 0.027 23/64
5/8 x 1/2 30704 25 500 0.035 5/32
5I8 x 3/8 30706 25 500 0.033 7/32
5/8 x 1/4 30708 25 500 0.043 5/16
3/4 x 5l8 30714 50 500 0.057 3116
4 Elkha�t Products Corporation �` Cast 8ronze Only 'Factory Option--consufl factory for price and delivery information.
.
Wrot & Cast Pressure Fittings
Couplings & Unions
WROT CAST
101-R Coupling With Stop-cont. 4701-R
Copper to Copper
Nominal Size
In Inches
3/4 x 1/2
3l4 x 3/8
3/4 x 1/4
1 x 3/4
1 x 5/8
tx1/2
1 x 3/8
1114x1
1 114 x 3/4
1 1/4 x 1/2
1 1/2 x 1 1/4
1112x1
11/2x314
1 1/2 x 1/2
2x11/2
2x11/4
2z1
2 x 3/4
2Xvz
21/2x2
21I2X11/2
2 1/2 x 1 1/4
21/2x1
3x21/2
3x2
3z1112
"3x11/4
"3x1
31/2x3
4x31/2
4x3
4x21/2
4x2
5x4
5x3
5x21/2
5x2
6x5
6x4
6x3
6x2112
6x2
8x6
8x5
8x4
8x3
8x21/2
8x2
Part
Number
30716
30718
30720
30734
30736
30738
30740
30748
30752
30756
30766
30768
30772
30776
30784
30786
30788
30790
30792
30800
30802
30804
30806
30816
30818
30820
34710
34712
30832
30840
30842
30844
30846
30850
30852
30854
30856
30860
30862
30864
30866
30868
30872
30873
30874
30876
30878
30880
Box
Duantity
50
25
25
25
25
25
25
10
10
10
10
10
10
10
10
10
10
10
,o
5
5
5
5
2
2
2
1
2
2
2
2
1
1
1
t
1
1
1
1
1
1
1
1
1
1
1
Master
Pack
500
500
500
250
250
250
250
100
100
100
100
100
100
100
100
100
100
100
� o0
50
50
50
50
20
20
20
40
25
16
32
32
32
32
6
6
6
6
6
6
6
6
6
1
1
1
1
1
1
Approx.
Net Wt.
0.061
0.054
0.053
0.098
0.102
0.104
0.098
0.152
0.134
0.176
0.220
0.220
0.218
0.219
0.366
0.393
0.383
0.408
0.420
0.639
0.666
0.664
0.691
0.946
0.991
1.1p6
1.345
1.352
1.426
1.960
1.940
2.029
2.192
3.310
3.199
3.115
2.932
4.762
4.689
4.749
4.665
4.780
10.957
11.546
11.696
12.800
13.770
14.163
Dim.
A
3116
21/64
7116
13/32
3/8
7/16
1l2
5/16
15/32
41/64
11 /32
7/16
21/32
25/32
13/32
21 /32
25/32
1
1 1/8
15/32
718
15116
1 1/8
tl2
13/16
1 5/32
tl2
17/32
718
1 118
1 1/2
25/32
1 3/16
1 7/16
1 11/16
1/2
1 3/16
1 11/16
21/16
2 3116
1 1/8
1 5/8
2 1I4
2 11/16
31/16
3
WROT CAST
110 Eccentric Coupling
Copper fo Copper
.. -, .. :,,_, �I q �_
FPC
� CxC
Nominal Size
In Inches
3l4 x t/2
1 x 3/4
1 1/4 x 1
1 1/4 x 314
WAOT
102
Part Box Master
Number Quantity Pack
31042 25 250
31044 10 100
31046 10 100
31048 10 100
Union
Copper fo Copper
�. /
a �
�.
Nominal Size
In Inches
1/4
3/8
•`3/8
112
„1/2
"5/8
3/4
"3l4
1
1 1/4
1 1/2
2
"21/2
"3
Part
Number
33576
33578
37933
33580
37934
37936
33582
37937
33584
33585
33586
33587
37947
37948
CxC
Box
Quantity
25
25
50
25
25
25
20
25
10
5
5
2
Master
Pack
500
250
500
250
250
250
200
150
100
50
50
20
10
5
Approx. Dim.
Net Wt. A
0.060 3l8
0.114 13/32
0.162 1/2
0.190 3l4
_I q �t
i i
Approx.
Net Wt.
0.114
0.131
0.147
0.113
0.216
0.308
0.261
0.313
0.557
0.698
0.878
1.499
3.250
4.750
CAST
4733
Dim.
A
13/32
27/64
1l2
21/32
7116
7/16
29/64
15/32
" Cast Bronze Only "` Factory Option • consull Nactory br price and delvery inbrmatan. Elkllal� PrOiIUCtS COCpOr1t1011 �J
❑
0
WROT
103
Wrot & Cast Pressure Fittings
Adapters
Female Adapter
Copper io Female N P T
:-
�
' EPC
CxF
Nominal Size
In Inches
1/8
1/4
3l8
1/2
3/4
1
1 1/4
1 tl2
2
2 tl2
"3
"4
"5
"6
118 x tl4
1/4 x 1/2
1/4 x 3/8
1/4 x 1/6
3/8 x 3/4
3/8 x 1/2
3/S x 1/4
„112x1
1/2 x 3/4
tl2 x 3/8
1l2 x 1/4
518 x 3/4
5/8 x 1/2
"314x11/4
3/4 x 1
3/4 x 1/2
" 3/4 x 3/8
"1x11/2
1x11/4
1 x 3l4
txtl2
" 1 1/4x2
1 1/4 x 1 1/2
11/4x1
" 1 1/4 x 3/4
11/2x2
1 1/2 x 1 1/4
'•1112xt
2x11/2
Part
Number
30100
30110
30120
30130
30150
30160
30170
30180
30190
30200
34252
34258
34259
34263
30106
30112
30114
30116
30122
30124
30126
34212
30134
30136
30138
30142
30144
34218
30154
30156
34222
34224
30164
30166
30168
34229
30172
30174
34233
30182
30184
34238
30192
Box
Quantity
50
50
50
50
25
20
10
10
5
2
50
50
50
50
25
50
50
25
25
50
50
25
25
10
20
25
25
10
10
25
10
5
10
10
5
10
5
Master
Pack
1000
1000
500
500
250
200
100
100
50
20
12
12
6
4
1000
500
1000
1000
250
500
1000
150
250
500
500
250
250
50
200
250
250
40
100
250
100
50
100
100
100
50
100
60
50
�A-�
Approx.
Net Wt.
0.029
0.031
0.053
0.093
0.143
0.226
0.369
0.404
0.667
1228
2.400
3.820
8.250
12.000
0.033
0.078
0.043
0.024
0.121
0.082
0.041
0.300
0.121
0.046
0.044
0.143
0.102
0.515
0.218
0.085
0.170
0.720
0.299
0.159
0.239
0.980
0.431
0.238
0.290
0.678
0.388
0.370
0.730
CAST
4703
Dim.
A
7/16
15132
19/32
7/8
23/32
31 /32
1 3/32
1 5132
1 1/4
1 1 /2
112
25132
21/32
11132
3/4
7/8
15132
29132
9/16
15132
1
3/4
1 7132
19132
1 7/32
43164
11/16
1 19164
55/64
1 7116
7/8
1 3116
WROT CAST
103-2 Female Street Adapter 4703-2
Fitfing (o Female N P.T.
-- -A
f_1
O_
u,
� FTG. x F
Nominal Size
In Inches
1/4
3/8
tl2
3/4
1
1 1/4
1 1/2
2
" 21/2
"3
1/2 x 3/8
1/2 x 1/4
" 3!4 x t/2
"1x3/4
„"1x1/2
WROT
104
Part
Number
30224
30230
30236
30242
30248
30254
30260
30266
34297
34298
30238
30240
34284
34287
34288
Box
Quantity
50
50
50
25
20
10
10
5
50
50
25
25
25
Master
Pack
1000
1000
500
250
200
100
100
50
25
20
500
500
225
100
250
Male Adapter
Copper to Male N.P.T.
.• �
, �� � �
.� �
,: ;, `,• � i ,�
Nominal Size
In Inches
' 1/8
114
3/8
1/2
3l4
1
1 1l4
1 1/2
2
2112
3
4
"5
"6
1/8 x 3/8
Part
Number
30280
30290
30300
30310
30330
30342
30354
30368
30378
30388
30400
30410
34374
34377
30282
CxM
Box
Quantity
50
50
50
50
25
20
10
10
5
4
2
1
50
Master
Pack
1000
1000
500
500
250
200
100
100
50
40
20
16
5
4
1000
Approx.
Net Wt.
0.030
0.049
0.084
0.143
0.214
0.324
0.437
0.641
1.740
2.470
0.062
0.041
0.147
0.414
0.153
Dim.
A
29/32
1 1/16
1 3/8
1 11/16
1 31/32
2 5/32
2 7/16
2 19/32
1 118
59/64
CAST
4704
I�A�I
Approx.
Net Wt.
0.019
0.027
0.041
0.064
0.119
0.170
0.317
0.462
0.675
1.267
t .520
2262
8.600
10.730
0.040
Dim.
A
13/32
15/32
7l8
19/32
13/16
27/32
15/16
7/8
31/32
1 21/32
1 7132
1 9/32
3l4
6 Elkhart Products Corporation " Cast Bronze Only 'Factory Option--consuft factory tor price and delivery informalion.
WROT
104
Nominal Size
In Inches
1/8 x 1/4
1/4 x 1l2
114 x 3/8
1/4 x 1/8
3/8 x 3/4
3/8 z 1/2
3/8 x 114
t/2x1
1/2 x 3/4
1/2 x 3/8
1l2 x 1/4
5/8 x 3/4
5/8 x 1/2
" 3/4 x 1 1/2
„ 3/4 x 1 1/4
3/4 x 1
3/4 x 1/2
1x11/2
1x11/4
1 x 3/4
1 x 1/2
"11/4x2
1 1/4 x 1 1/2
1 1/4 x 1
1 1/4 x 3/4
11/2x2
1 1/2 x 1 1/4
1112x1
"2x21/2
2x11/2
2 x 1 1/4
21/2x2
Male Adapter-cont.
Copper �o Maie NP_T.
Part
Number
30284
30292
30294
30296
30302
30304
30306
30314
30316
30318
30320
30324
30326
34329
34330
30336
30338
30344
30346
30348
30350
34345
30358
30360
30362
30370
30372
30374
34357
30380
30382
30390
Box
Quantity
50
50
50
50
25
50
50
20
25
50
50
25
25
5
20
25
10
10
25
25
10
10
10
5
10
10
5
5
5
Master
Pack
1000
500
1000
1000
250
500
1000
200
250
500
500
250
500
50
,20
200
250
100
100
250
250
40
100
ioo
100
50
100
100
25
50
50
50
Wrot & Cast Pressure Fittings
Adapters & Eibows
Approx.
Net Wt.
0.033
0.069
0.060
0.014
0.143
0.072
0.039
0.240
0.135
0.053
0.059
0.129
0.075
0.596
0.375
0.234
0.106
0.544
0.399
0.206
0.176
0.880
0.523
0.304
0273
0.772
0.386
0.435
1.565
0.650
0.631
0.931
CAST
4704
Dim.
A
7/16
7/8
63I64
17/32
1 11/32
15/16
5/8
1
13/16
47/64
5/8
1 1/8
11/16
7/8
53/64
1 29/32
1 21/32
1 3/32
31/32
1 45/64
1 1/4
1
1 25/32
1 27/64
1 9/64
1 23164
1 3l4
1 9/64
WROT CAST
104-2 Male Street Adapter 4704-2
Fitting to Male N.P.T.
;>" �A --y
I
FTG. x M
Nominal Size Part Box Master
In Inches Number Quantity Pack
1/4 30424 50 1000
3/8 30430 50 1000
1/2 30436 50 500
3/4 30444 25 250
Approx. Dim.
Net Wt. A
0.033 1 1/6
0.049 1 3/16
0.074 1 7/16
0.143 1 27/32
WROT CAST
104-2 Male Street Adapter-cont. 4704-2
Fitfing lo Mal2 N P T.
Nominal Size Part Box Master Approx.
In Inches Number Quantity Pack Net Wt.
1 30452 20 200 0.232
11/4 30460 10 100 0.444
11/2 30470 10 100 0.508
2 30480 5 50 0.749
'" 21/2 34417 - 25 1.550
" 3 34422 - 20 2.280
1/2 x 3/4 30438 25 250 0.153
1(2 x 3/8 30440 50 500 0.045
3/4 x 1/2 30448 25 250 0.093
WROT
105-C 90° Street Elbow-Close Ruff
Fi�ting to Fifting
Nominal Size
In Inches
1/8
1/4
3/8
1/2
5/8
3l4
1
, va
Part
Number
31450
31452
31456
31460
31464
31468
31472
31476
TG.
Box
Quantity
25
25
25
25
10
25
10
5
Dim.
A
2 5/32
21/2
213116
213I16
123132
CAST
Master
Pack
500
500
500
500
200
250
100
50
Approx.
Net Wt.
0.008
0.013
0.029
0.044
0.073
0.086
0.166
0.269
Dim.
A
5/8
27/32
15116
1 1132
1 1/4
1 13/32
121/32
129/32
" Cast Bronze Only �Factory OpGon--consutt factory for price and delivery informatan. Elliila(t P(OdUCtS COipOiat1011 7
Wrot & Cast Pressure Fittings
Elbows
WROT
105-L 90° Street Elbow-Long Turn
F�i���9 �o F��tlng
Nominal Size
In Inches
3l8
1/2
3/4
1
1 1/4
1 1 /2
2
WROT
106
Part
Number
31896
31902
31914
31926
31932
31938
31944
Box
Quantity
25
25
25
10
5
5
5
CAST
Master
Pack
500
250
250
100
50
50
40
45° Elbow
Copper to Copper
Nominal Size
In Inches
1I8
1/4
3/8
112
5/8
3/4
1
1 1/4
1 1/2
2
21/2
3
31/2
4
5
6
8
Part
Number
31082
31086
31090
31096
31102
31106
31120
31128
31134
31140
31148
31156
31162
31168
31170
31172
31174
Box
Quantity
50
50
50
100
25
50
25
25
20
10
5
3
1
1
1
1
1
Master
Pack
1000
1000
1000
1000
250
500
250
200
160
80
40
24
16
8
6
1
1
Approx.
Net Wt.
0.033
0.057
0.138
0.251
0.381
0.563
1.156
Dim.
A
1 3/16
1 7/16
2
215/32
2 29/32
3 5/16
4 3/8
CAST
YA/ - -
� I
A f--
Approx.
Net Wt.
0.006
0.013
0.024
0.034
0.056
0.076
0.137
0.229
0.343
0.625
0.970
1.460
2.180
3.800
6.564
11.200
27.900
Dim.
A
1/8
15I64
1/4
17/64
5/16
3/8
13/32
33164
19/32
25/32
7/8
63/64
1 5/32
1 11/64
1 13/32
1 11/16
2114
WROT
106-2
45° Street Elbow
Fi�lirg �o Copper
�ti
c ..�,.�.�-
�i
,,
,
J
Nominal Size
Inlnches
1/4
3/8
1/2
518
3/4
1
1 1/4
1 1/2
2
21/2
3
'31/2
4
WROT
107-C
Part
Number
31186
31190
31194
31198
31202
31206
31212
31216
31220
31224
31228
31232
31236
Box
Quantity
50
50
100
25
50
25
25
20
10
5
3
1
1
CAST
-- �
B
yl q f
FfG. x C
Master
Pack
1000
1000
1000
250
500
250
200
160
80
40
24
16
8
Approx.
Net Wt.
0.013
0.024
0.035
0.059
0.076
0.134
0.229
0.343
0.625
0.965
1.470
2.100
3.340
Dim. Dim.
A B
15/64 41/64
9/32 23/32
5/16 25/32
5/16 1
13/32 1 3/16
7/16 1 7/16
17132 1 9116
19/32 1 3l4
11/16 2 3/32
29/32 2 7/16
1 2 11116
1 5132 3
1 9132 31/2
CAST
90° Elbow-Close Ruff 4707
Copper to Copper
Nominal Size
In Inches
va
t/4
3/S
1/2
5/8
3/4
1
1 1/4
1 tl2
2
2 tl2
3
3 112
4
5
6
8
Part
Number
31260
31262
31266
31272
31280
31288
31296
31306
31314
31322
31330
31338
31346
31352
31360
31368
31371
Box
�uantity
50
50
50
100
25
50
20
25
20
10
5
3
1
1
1
1
1
Master
Pack
1000
1000
1000
1000
250
500
200
200
120
80
40
24
8
8
1
1
1
Ap p rox.
Net Wt.
0.008
0.012
0.026
0.044
0.069
0.096
0208
0.259
0.371
0.805
1.180
1.920
2.728
4.557
8.586
15.200
37.000
Dim. Dim.
A B
3/8 3I8
3I8 318
13/32 13/32
25/64 25/64
17/32 17l32
9/16 9/16
47/64 47/64
15/16 15116
1 11/64 1 11/64
1 29/64 1 29l64
1 21132 1 21/32
1 61/64 1 61/64
2 7/32 2 7/32
217/32 217/32
3 1/8 31/8
3 13116 3 13/16
5 1/8 5118
8 Elkhart Products Corporation " Cast 8ronze Only 'Factory Option--consutt factory for price and delivery intormation.
�
WROT
107-C-2 90° Street Elbow -Ciose Ruff
Fitting Io Copper
Nominal Size
In Inches
1 /8
1/4
3/8
1/2
5/8
3/4
1
1 114
1 1/2
2
2112
3
31/2
4
WROT
107-L
Part
Number
31390
31392
31396
31400
31404
31408
31412
31416
31420
31424
31428
31432
31436
31440
�
Box
�uantity
50
50
50
100
25
50
20
25
20
10
5
3
1
1
Wrot & Cast Pressure Fittings
Elbows
- Ar
1
g '
i
Master
Pack
1000
1000
1000
1000
250
500
200
200
120
80
40
24
8
S
Approx.
Net Wt.
0.006
0.012
0.027
0.042
0.061
0.103
0.195
0.259
0.392
0.805
1.187
1.960
2.798
4.460
90° Elbow-Long Turn
Copperfo Copper
Nominal Size Part Box Master
In Inches Number Quantity Pack
3/16 OD 31662 50 1000
5/16 OD 31666 50 1000
1l8 31664 50 1000
1l4 31668 50 1000
3/8 31672 50 500
CAST
Dim. Dim.
A B
3/8 49/64
3/8 3/4
13/32 15116
29I64 1 1132
17/32 1 7/32
19/32 1 13132
21/32 1 21/32
7/8 1 29132
1 tt164 2318
1 29/64 2 27/32
1 3/4 3 21/64
2 3 25132
215164 415/64
219/32 413116
CAST
Approx. Dim. Dim.
Net Wt. A B
0.007 5/16 5/16
0.013 9/16 9/16
0.083 1/2 1/2
0.019 3/4 3/4
0.033 23132 23/32
WROT
107-L 90° Elbow-Long Turn-cont.
Copper to Copper
Nominal Size
In Inches
tl2
5/8
3/4
7/8
1
1 1/4
1 il2
2
21/2
3
31/2
4
Part
Number
31676
31684
31692
31702
31708
31720
31730
31740
31750
31756
31762
3177�
Box
Quantity
50
25
25
10
10
10
10
5
1
1
t
1
Master
Pack
500
250
250
100
100
80
80
30
10
8
1
t
Approx.
Net Wt.
0.055
0.087
0.123
0.210
0.270
0.381
0.563
1.156
1.980
3.320
4.850
7.400
WROT
107-L-2 90° Street Elbow-Long Turn
Fiifing �o Copper
Nominal Size
In Inches
1/S
1/4
3/8
112
5/8
3l4
1
1 1/4
1 1/2
2
21/2
3
31/2
4
Part
Number
31790
31792
31796
31802
31810
31816
31830
31838
31844
31850
31856
31862
31868
31874
Box
Quantity
50
50
50
50
25
25
10
10
10
5
1
1
1
1
1
B
�
Master
Pack
1000
1000
500
500
250
250
100
80
80
30
10
8
8
1
CAST
Dim. Dim.
A B
55/64 55164
1 1116 1 1116
1 5/32 1 5/32
1 15132 1 15132
1 29/64 129164
1 7/8 1 7/8
2 3/16 2 3/16
3 3
3 3/16 3 3/16
4 5/8 4 5/8
51/4 5 1l4
5 7/8 5 7/8
CAST
Approx.
Net Wt.
0.008
0.019
0.032
0.055
0.087
0.139
0.269
0.381
0.563
1.156
1.963
3.300
3.850
5.890
Dim. Dim.
A B
1/2 7l8
23/64 1 1116
23132 1 7/32
55164 1 7/16
1 1/16 1 27132
1 1/8 21/16
1 13132 2 9/16
1 7/8 2 29/32
2 3116 3 5I16
2 31/32 4 3/8
3 3116 4 23/32
4 5/8 611/32
4 5 31/32
4 29164 6 23/32
'� Cast Bronze Only 'Factory Option--consult tactory for price antl delivery information. EII(I11it PiOdUCtS COipOiItIOCI 9
� Wrot & Cast Pressure Fittings
Elbows
WROT CAST WROT
107-MT 90° Elbow-Medium Turn 107-Nff 2 90° Street Elbow -Medium Turn
per to Copper Fd�ing ;o Copper
Nominal Size
In Inches
1/8
1/4
3/8
1/2
518
3/4
1
WROT
107-CR
Part Box Master
Number Quantity Pack
31510 50 1000
31512 50 1000
31516 50 1000
31522 50 500
31530 25 250
31536 25 250
31542 10 100
Approx.
Net Wt.
0.010
0.016
0.043
0.068
0.109
0.141
0.252
90° Reducer Elbow-Close Ruff
Copper to Copper
e �
� /
I
Nominal Size Part Box Master
In Inches Number Quantity Pack
3/8 x 1/4 31268 50 1000
1/2 x 3/8 31274 50 500
112 x 1/4 31276 50 500
5/8 x 1/2 31282 25 250
3l4 x 112 31290 50 500
t x 3/4 31298 25 250
1 x 1/2 31300 25 250
1 1l4 x 1 31308 10 100
" 1 1/4 x 3l4 35212 15 90
" 1 1l4 x 1/2 35214 20 120
1 1/2 x 1 1l4 31316 10 100
" 1 1/2 x 1 35218 - 60
" 1 1/2 x 3/4 35220 - 72
," 1 1/2 x 1/2 35222 12 72
2 x 1 112 31324 5 40
`" 2 x 1 1/4 35226 - 25
'" 2 x 1 35228 - 30
" 2 x 3/4 35229 - 30
21/2 x 2 31332 5 40
3 x 2112 31340 3 24
" 3 x 2 35242 - 20
4 x 3 31354 1 8
' 5 x 4 31362 1 6
' 6 x 4 31370 1 6
A
Approx.
Net Wt.
0.027
0.041
0.034
0.077
0.085
0.146
0.129
0.229
0.338
0.280
0.338
0.540
0.455
0.380
0.602
0.880
0.780
0.660
1.128
1.598
2.753
3.313
6.542
8.091
Dim.
A
3/8
3/8
1 /2
19/32
7/8
13/16
1
Dim.
B
3/8
3/8
1/2
19/32
7/8
13116
1
CAST
4707
Dim. Dim.
A B
5/8 39/64
43/64 5/8
11116 43/64
31/32 7/8
5/8 15/32
3/4 19132
11/8 7/8
718 11/16
1 9/64 55164
1 1/2 1 13/64
-
1 7/8 1 1/2
2 3/32 1 3/4
211116 2
3 13/32 2 17/32
3 7/S 2 17132
Nominal Size
In Inches
118
1/4
3/8
1 /2
5/8
3/4
1
WAOT
107-R
C
- A --
i
1 %
B '
�
Part Box Master
Number Quantity Pack
31560 50 1000
31562 50 1000
31566 50 1000
31572 50 500
31578 25 250
31584 25 250
31590 10 100
Approx.
Net Wt.
0.010
0.017
0.044
0.066
0.104
0.146
0271
CAST
Dim. Dim.
A B
318 314
3/8 3/4
1/2 15/16
19/32 1 3/16
718 1 1l2
13116 1 518
1 1116 21/32
CAST
90° Reducer Elbow
Copper(o Copper
�
A
�
Nominal Size Part Box Master
In Inches Number Quantity Pack
3/8 x 1/4 31674 50 1000
1l2 x 3l8 31678 50 500
518 x 1/2 31686 25 250
3l4 x 3l8 31698 50 500
3/4 x 1/2 31696 50 500
3/4 x 5I8 31694 25 250
1 x 3/4 31710 25 250
1 1/2 x 1 31734 5 50
1 1/2 x 1 114 31732 5 50
2 x 1 1/2 31742 5 40
�B�I
Approx.
Net Wt.
0.027
0.042
0.077
0.073
0.086
0.113
0.170
0.350
0.480
0.754
Dim. Dim.
A B
39/64 5/8
5/8 43/64
7l8 31132
11/16 27/32
7/8 7/8
1 1/16 15/32
1 9164 1 1/4
1 13132 1 11116
2 21/4
2 3/16 2 5It6
10 Elkhart Produets Corporation ° Cast eronze Ony ' Factory Option-consultlacbry br pace ard delivery inbrtnation.
Wrot & Cast Pressure Fittings
Tees
WROT CAST
111 Tee 4711
Copper �o Copper fo Copper
�
�
�
. c
��� �
i
CxCxC �q_�g�
Nominal Size Part Box Master Approx. Dim. Dim. Dim.
In Inches Number Duantity Pack Net Wt. A B C
1/6
3/16 OD
5116 OD
1/4
3/8
112
5l8
3/4
1
1 114
1 112
2
2112
3
3112
4
`5
'6
.8
1/4x114x1/80D
1/4 x 1/4 x 1/4 OD
1/4x1/4x5/160D
5/16x5116x1/40D
5/16x1/4x5/160D
5/16x1/4x1/40D
'3I8x318x31160D
318x114x5/160D
118 x 1/8 x tl4
1/4x114x112
1/4z1/4x3/8
114x114x1/8
1l4 x 118 x 1l4
114x118x1/8
3IBx3/8x1/2
3l8 x 3l8 x 114
318x3/8x118
3/8 x 1/4 x 3/8
3l8 x 114 x tl4
'318x1/4x1/8
3/8x118x3/8
112x112x1
112x1/2x3/4
1/2 x 1/2 x 5/8
112x112x3/8
112 x 1/2 x 1/4
1/2 x 112 x 118
32606
32602
32622
32640
32668
32700
32732
32768
32818
32866
32910
32970
33030
33124
33250
33258
33400
33420
33454
32614
33492
32608
32626
32628
32630
32650
32658
32610
32642
32644
32648
32656
32664
32672
32674
32678
32684
32686
32688
32694
32702
32704
32706
32108
32710
32712
50
50
50
50
50
50
25
25
10
5
5
5
1
1
1
1
1
1
1
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
10
25
50
50
50
50
1000
1000
1000
1000
500
500
250
250
100
50
50
40
10
10
8
8
1
1
1
� o00
1000
1000
1000
1000
1000
10�0
1000
1000
500
500
1000
1000
1000
500
500
500
500
500
500
500
100
250
500
500
500
500
0.016
0.009
0.020
0.028
0.045
0.059
0.110
0.144
0.239
0.397
0.540
1.082
1.967
2.632
4.167
5210
�.ssa
12.613
32.086
0.016
0.016
0.020
0.020
0.020
0.020
0.028
0.028
0.028
0.063
0.045
0.028
0.028
0.028
0.063
0.045
0.045
0.045
0.045
0.045
0.045
0.290
0.118
0.110
0.064
0.064
0.064
13I64
3/16
7132
17164
5116
21/64
7/16
1(2
41/64
41I64
13/16
1 1116
1 21/32
1 7/8
2 5/32
213132
2 37/64
3118
41/i6
5/16
13164
17164
7/32
7132
7132
17164
17/64
13/32
21/32
15132
17/64
17I64
17/64
17/32
5116
5/16
5116
5/16
5/16
5I16
15/16
33/64
21/32
5/16
9132
9/32
13164
3116
7132
17/64
5/16
21164
7/16
1l2
41164
41/64
13116
1 1/16
1 21132
1 7/8
2 5/32
213/32
2 37164
3118
41/16
5/16
13/64
17/64
7132
11/32
11/32
17/64
13132
13/32
21/32
15132
17/64
13/32
13132
17132
5/t6
5/16
15132
15/32
15/32
9/16
15/16
33/64
21132
5/16
9/32
9/32
7/32
3/16
9/32
1l4
3/S
11/32
1/2
17/32
19132
41164
13I16
1 15164
1 11116
1 11116
2114
2 9I16
2 29/32
311116
4 314
7132
7132
9/32
11132
9132
11/32
7/16
11/32
1/4
11/32
318
13132
1l4
13/32
11132
15/32
39164
3/8
15/32
5/8
3l8
3/4
15/32
1/2
13132
13132
1/2
WROT
111
Nominal Size
In Inches
1/2x3/8x1/2
1/2x3/8x318
1/2x114x1/2
112 x 1l4 x 1/4
518x5/8x3/4
5/8 x 5/8 x 1/2
5/8 x 5/8 x 3/8
518x5/8x1/4
5/8x112x112
3/4 x 3/4 x 1
' 3l4 x 3/4 x 5l8
3/4x314x1/2
3l4 x 3l4 x 318
3/4 x 3l4 x 1/4
'3/4x518x5I8
314 x 1l2 x 3/4
3/4x1/2x1/2
' 3l4 x 1l2 x 318
3/4 x 1/2 x 114
` 3l4 x 3I8 x 314
'3/4x318x318
1x1x11/2
tx1x1114
1x1x314
'1xix5/8
1x1x1/2
1xix3/8
1x3/4x1
1 x 3/4 x 3/4
1 x 3l4 x tl2
' 1 x 3/4 x 3/8
1x112x1
1x112x3/4
1x1/2x1/2
11/4x11l4x2
1114x1114x1112
11/4x1114x1
1114x11/4x3/4
1114x1114x112
1114x1x11/4
11/4x1x1
1 114 x 1 x 3l4
1114x1x112
11/4x314x11/4
11(4x314x1
11/4x3/4x314
11/4x314x112
1114x1/2x11/4
"1114x1/2x1
••11/2x1/2x112
1112x11/2x2
1112x11/2x11/4
1112x11/2x1
11/2xi1/2x314
1112x1112xt12
1112x11/4x1112
CAST
Tee-cont. 4711
Copper fo Copper to Copper
Part Box Master Approx. Dim. Dim. Dim.
Number �uantity Pack Net Wt. A B C
32716
32718
32724
32728
32736
32738
32740
32742
32748
32770
32772
32774
32776
32778
32786
32790
32794
32796
32798
32802
32806
32820
32822
32824
32826
32828
32830
32836
32838
32842
32844
32856
32858
32860
32868
32870
32872
32874
32876
32882
32884
32886
32888
32894
32896
32898
32900
32904
36780
36783
32912
32914
32916
32918
32920
32924
50
50
50
50
25
25
25
25
25
10
25
25
25
25
25
25
25
25
25
25
25
5
5
10
10
10
10
10
10
10
10
10
10
10
5
5
5
5
5
5
5
5
5
5
5
5
5
5
12
5
5
5
5
5
5
5
500
500
500
500
250
250
250
250
250
100
250
250
250
250
250
250
250
250
250
250
250
50
50
100
100
100
100
100
100
100
100
100
100
100
40
50
50
50
50
50
50
50
50
50
50
50
50
50
72
50
50
50
50
50
50
50
0.063
0.064
0.063
0.064
0.170
0.107
0.107
0.107
0.107
0.202
0.153
0.112
0.130
0.135
0.150
0.144
0.109
0.137
0.140
0.159
0.132
0.680
0.405
0.220
0.319
0.183
0.183
0.290
0220
0.183
0.270
0.290
0220
0.185
1.352
0.680
0.348
0.314
0.259
0.405
0.391
0.297
0.267
0.405
0.391
0.297
0267
0.405
0.470
0.500
1.352
0.457
0.376
0.332
0.296
0.680
3/8
5/16
�e
9/32
11/16
27164
27/64
27/64
27164
3/4
112
25/64
25164
25/64
1/2
1/2
25/64
25/64
25164
112
25164
1 114
1 5/32
1/2
112
23I64
23/64
21/32
1/2
23/64
23164
21/32
1/2
23/64
13/4
1 3/16
17132
7/16
19I64
718
314
s�e
1/2
718
314
5l8
112
7I8
17132
1/2
21/32
5/8
11/16
27164
27164
27164
5/8
3/4
1/2
25/64
25/64
25164
11/16
25132
518
518
5/S
29132
23132
1 114
15/32
112
1/2
23/64
23164
53164
11/16
9116
9/16
5164
15116
13/16
1 314
13/16
17132
7116
19164
718
3/4
518
112
718
3/4
5l8
tl2
�ia
11132
13132
11/32
13132
17/32
1/2
21132
23132
112
17132
3/4
19/32
11116
314
314
17132
19132
11116
3l4
17132
11116
1 5132
31132
518
15116
11/16
13/16
21132
518
11116
13/16
21132
5l8
11116
13/8
1 5132
25/32
3/4
11116
25132
25132
25132
25132
25/32
25/32
25132
25/32
25l32
1 37164 1 37I64 1 3/8
11/16 11/16 13/16
9116 9116 13116
7/16 7116 13/16
21/64 21164 29/32
1 7/32 13/16 17/32
° Cast Bronze Only 'Factory Option--consuft factory tor price and delivery information. EIKI18Ct PiOdUCtS CO�POC1tIOi1 1 �
Wrot & Cast Pressure Fittings
Tees
WROT CAST
111 Tee-cont. 4711
Copper(o Copperfo Copper
Nominal Size Part Box Master Approx. Dim. Dim. Dim
In Inches Number Quantiry Pack Net Wt. A B C
1 1l2 x 1 tl4 x 1 114 32926
1 1/2 x 1 114 x 1 32928
1 112 x 1 1/4 x 3/4 32930
1 1/2 x 1 114 x 1/2 32932
1 1/2 x 1 x 1 1/2 32936
1 1/2 x 1 x 1 1/4 32938
1 1/2 x 1 x 1 32940
1 112 x 1 x 3/4 32942
1 1/2 x 1 x 1l2 32944
1 1/2 x 3/4 x 1 1/2 32948
1 1/2 x 3l4 x 1 1/4 32950
1 1/2 x 3/4 x 1 32952
1 1/2 x 3/4 x 3/4 32954
1 1/2 x 3/4 x 1/2 32956
1 112 x 1/2 x 1 1/2 32960
"11/2x1/2x11/4 36814
"2x2x3 36825
2 x 2 x 21/2 32972
2 x 2 x 1 1/2 32974
2 x 2 x 1 114 32976
2 x 2 x 1 32978
2 x 2 x 3/4 32980
2 x 2 x 1/2 32982
2 x 1 1/2 x 2 32984
2 x 1 1/2 x 1 1/2 32986
2 x 1 1l2 x 1 1/4 32988
2 x 1 1/2 x 1 32990
2 x 1 1/2 x 3l4 32992
2 x 1 1/2 x 1/2 32994
2 x 1 1/4 x 2 32998
2 x 1 1/4 x 1 1/2 33000
2 x 1 1l4 x 1 1/4 33002
2 x 1 1/4 z 1 33004
2x1114x314 33006
2 x 1 1/4 x 1/2 33008
2x1x2 33012
"' 2 x 1 x 1 112 36852
2x1x1 33016
2x3/4x2 33020
2 x 3/4 x 3/4 36862
2 x 112 x 2 33024
2112x21/2x3 33032
2112x2112x2 33034
21/2 x 21/2 x 1 1/2 33036
21/2 x 2112 x 1 1/4 33038
2112 x 21/2 x 1 33040
2112 x 21/2 x 3l4 33042
2112 x 21/2 x 1l2 33044
2112 x 2 x 21/2 33046
21/2x2x2 33048
2112 x 2 x 1 1/2 33050
2112 x 2 x 1 1/4 33052
21/2 x 2 x 1 33054
2112 x 2 x 3/4 33056
21/2 x 2 x il2 33058
2112 x 1 112 x 21/2 33062
2112 x 1 1/2 x 2 33064
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
1
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
8
10
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
25
40
40
50
40
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
0.661
0.591
0.583
0.460
0.680
0.661
0.591
0.583
0.460
0.680
0.661
0.591
0.583
0.460
0.680
0.750
3.110
1.961
0.893
0.742
0.673
0.624
0.551
1.352
1.097
1.013
1.023
0.960
0.850
1.352
1.097
1.013
1.023
0.960
0.850
1.352
1.150
1.023
1.352
0.890
1.352
2.744
1.673
1.460
1.341
1.356
1.258
1.081
1.961
1.673
1.460
1.341
1.356
1.258
�.oe�
1.961
1.673
31/32
27/32
11/16
9/16
1 5/32
31132
27/32
11116
9116
1 5132
31132
27l32
11I64
9/16
1 5/32
2
314
11/16
1l2
7116
5I16
1 3/8
1 1132
31132
13/16
11/16
5/8
13/8
1 1/32
31/32
13/16
11/16
5/8
1 3/8
1 3/16
1 3116
718
13116
1 1l4
1 5116
1 1l8
1
13116
1 19/64
1 1l4
1 5116
1 1/32
15/16
1 31164
2
3l4
11116
1l2
7116
5116
1 37/64
1 19I64
1 3/16
1 1116
1 1/16
15116
1 25132
1 3l8
1 3/16
1 9/32
15132
1 5I64
1 25132
1 1/16
1 1/16
31/32
31/32
15/32
1 1/16
1 1/16
31132
31132
1 5/32
1 1/16
1 1/16
31132
31132
1 5/32
1 11/16
1 3/32
1 1/8
1 3/32
15/32
1 1/8
13/8
1 11132
1 3/8
1 5116
1 114
1 1/4
1 3/8
1 11132
1 3l8
1 5116
1 1/4
1 114
1318
27/32 19132 1 1 t132
1 3/8 1 3/4 1 3/S
1 3/S
2 5/8
1 7/16
1 3/16
1
7/8
314
1/2
1 21132
1 7/16
1 3/16
1
7/8
3l4
�r2
1 21/32
1 7/16
1 7/8
2 5l8
17/16
13It6
1
718
314
1l2
2
2 3/64
1314
1 11/16
1 9116
13/8
1 11/32
2 21132
215/32
1318
1 7/8
1 11116
1 19/32
139164
1 5/8
1 31164
1 1/2
1 11/16
1 11/16
1 19/32
1 39I64
1 5/8
1 31I64
1 1/2 ,
1 11/16
1 11/16
WROT CAST
111 Tee-cont. 4711
Copper Io Copper to Coppe�
INominal Size Part Box Master Approx. Dim. Dim. Dim.
In Inches Number Quantity Pack Net Wt. A B C
21/2x1112x11/2
2112x11/2xi1/4
21/2x1114x21/2
2112x1114x2
2112x1x21/2
21/2x314x21/2
"'21/2x112x2112
3x3x4
3x3z21/2
3x3x2
3 x3x11/2
3x3x11/4
3x3zt
3x3x3/4
3z3x112
3z2112x3
3x2112x2112
3z2112x2
3x21/2x11/2
3x21/2x1114
3x2112x1
3x2112x314
3x2x3
3x2z2112
3x2x2
3x2xt1/2
`3x2x11/4
'3x2z1
3x11/2x3
'3x1112x21/2
'3x11/2x2
3x1112x11/2
'3x1114x3
3x1x3
3x3/4x3
4x4z3
4x4x2112
4x4x2
4x4x11/2
4x4x11/4
4z4x1
4z4x3/4
4x4x1/2
4x3x4
4x3x3
4x3z21/2
4x3x2
4x2112x4
4x2112x2112
4z2x4
4x2x2
4x1112x4
4xtx4
"5x5x4
'5x5x3
'Sx5x21/2
'5x5x2
33066
33068
33076
33078
33092
33108
36916
33126
33128
33130
33132
33134
33136
33138
33140
33144
33146
33148
33150
33152
33154
33156
33162
33164
33166
33168
33170
33172
33180
33182
33184
33186
33196
33214
33232
33262
33264
33266
33268
33270
33272
33274
33276
33280
33282
33284
33286
33300
33304
33320
33326
33340
33380
33404
33406
33408
33410
10
10
10
10
10
10
20
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
�o
10
10
10
8
8
8
8
8
8
16
16
8
8
8
8
8
8
8
8
8
8
6
6
6
6
1.460
1.341
1.961
1.673
1.961
1.961
2.460
6.396
2.351
2.270
2.024
1.939
1.757
1.691
1.542
2.744
2.351
2.270
2.024
1.939
1.757
1.691
2.744
2.351
2.270
2.024
1.939
1.757
2.744
2.351
2.270
z.oza
2.744
2.744
2.744
5.714
5.361
4.880
4.985
4.715
4.502
2.393
2296
6.396
5.714
5.361
4.880
6.396
5.361
6.396
4.880
6.396
6.396
6.950
5.604
5.511
4.824
1 3/16 219/64 1 19/32
1 2 3116 1 39/64
1 21132 2 31132 1 11116
1 7/16 2 45/64 1 11/16
1 21132 3 7132 1 11/16
1 21132 3 7/16 1 11/16
3 21132
1 11116
1 7116
13/16
31132
7l8
3/4
9/16
1 7/8
1 11116
1 7/16
1 3/16
31132
7/8
3l4
1 718
1 11116
1 7/16
1 3/16
31/32
7/8
1718
1 11116
1 7/16
1 3/16
1 718
1 7/8
1 718
21132
125132
1 112
1 3/16
1 3132
15/t6
13/32
1l2
213/32
21/32
1 25132
1 112
213132
1 25/32
213/32
1 112
2 13/32
213132
2 7/64
1 9116
1 13/32
1 5164
3 21/32
1 11/16
1 7/16
13/16
31132
718
3/4
9It6
2 518
213/32
21I8
1 7/8
1 3/4
1 5/S
1 17132
31116
2 23/32
2 9116
2 5116
2 3/i 6
2
3 9/16
3 5/16
3118
2 25/32
3 23/32
3 29/32
41/32
21132
125132
1 112
13116
1 3132
15/16
13132
1l2
3 21132
31/32
2 29/32
2 23/32
4 1/16
3 5/16
4112
317132
4 29132
5 9/32
2 7164
19/16
1 13/32
1 5164
2 9/16
1 31/32
1 31/32
129132
1 59164
1 59/64
1 13/16
1 11/16
1 7/8
1 31132
1 31/32
1 29132
1 59/64
1 59/64
1 13116
1 718
1 31/32
1 31/32
1 29132
1 59164
1 59164
1718
131132
1 31/32
1 29/32
1 7/8
1 7/8
1 7/8
21/2
219132
2 7/16
2 9/16
2112
2 5116
2 5116
2 5/16
2 35I64
21/2
219/32
2 7116
2 35164
219/32
2 35/64
2 7116
2 35I64
2 25/64
215116
215/16
215/16
2 7/8
12 Elkhart Produets Corporation �' Cast Bronze Only 'Factory Option--consufl factory tor price and delivery
WROT
111
Nominal Size
In Inches
'5x5x1112
'5x5x11/4
'5x5xt
'5x5x3/4
"5x4x5
`5x4x4
'6x6x5
'6x6x4
"6x6x3
'6x6x21/2
"6x6x2
'6x6x11/2
`6x6x11/4
'6x6x1
'6x6x3/4
'6x6x1/2
"6x4x6
'6x4x4
'8x8x6
'8x8x5
'8x8x4
'8x8x3
"8x8x21/2
'8x8x2
'8x6x6
Wrot & Cast Pressure Fittings
Tees & Plugs
CAST
Tee-cont. 4711
Copper to Copper to Capper
Part Bi
Number Qua
33412
33414
33416
33418
33398
33399
33424
33426
33428
33430
33432
33434
33436
33438
33440
33441
33443
33446
33456 '
33458 '
33460 '
33462 '
33464 '
33466 '
33468 1
ix Master Approx. Dim. Dim. Dim.
�tity Pack Net Wt. A B C
1 6 4.479 27/32 27/32 2 7/8
I 6 4.276 314 3l4 2 718
I 6 4.050 21/32 21/32 2718
I 6 3.841 5l8 5l8 2 718
I 1 10.087 2 37/64 41/8 29/32
I 1 8.101 21/8 3 29/64 215116
I 1 11.580 2 45/64 2 45/64 3 7/16
I 1 10.132 213/64 213164 3 7/16
I 1 8.093 1 11/16 1 11/16 3 7116
I 1 7.663 1 7/16 1 7116 3 7/16
' 1 7.132 1 17/32 1 17/32 3 7/16
6 6.716 15116 15/16 3 7/16
6 6.454 13/16 13116 3 7/16
6 6.168 11/16 11/16 3 7/16
6 5.885 5l8 5l8 3 7116
6 5.668 11/32 11132 311/32
1 13.252 3118 423132 311/16
1 10.103 213/64 4 3/16 3 7/16
1 26.140 31/16 31/16 41/2
1 23.380 2 9116 2 9/16 4112
1 20.706 21/16 21116 4 9/16
1 18.308 11/2 11/2 41/2
1 17.650 1 23/64 1 23/64 4 9/16
1 17.199 11/16 11/16 41/2
1 25.984 31/16 41/2 4112
WROT CAST
111-2 Street Tee
Copper to Fitting to Copper
�
C
_ - . ,�.:� T
� .�:. .�,,•V ..a � A � B �
„ x FTG. x C
Nominal Size Part Box Master Approx.
In Inches Number Quantity Pack Net Wt.
112 33506 50 500 0.069
3/4 33508 25 250 0.147
Dim. Dim. Dim.
A B C
3/8 11/32 3/8
1/2 1 7/16 15/32
WROT
CAST
Baseboard Tee 4714-B
Copper lo Female v P.T to Copper
C
CxFxC A B�
Nominal Size Part Box Master Approx.
In Inches Number Quantity Pack Net Wt.
" t/2 x 1/8 x 1l2 37852 40 320 0.110
" 1/2 x 118 x 3l4 37850 20 160 0.170
" 3/4 x 1/8 x 3/4 37855 35 210 0.186
" 1 x t/8 x 1 37857 15 90 0.300
" 1 1/4 x 1/8 x 1 1/4 37858 - 45 0.501
WROT
116
Fitting End Plug
For Fitling
Nominal Size
In Inches
` 3/8
1/2
3/4
1
Part
Number
32020
32022
32026
32028
�I. F- A
Box Master
Quantity Pack
50 1000
100 1000
50 500
25 250
Dim. Dim. Dim.
A B C
CAST
Approx.
Net Wt.
0.010
0.016
0.036
0.059
Dim.
A
1116
3/32
118
5/32
"' Cast Bronze Only �Factory Option--consuR tactory tor price and delivery inlormatbn. EIkI11� P�OdUCtS COiPOiat1011 13
. .
, Wrot & Cast Pressure Fittings
Caps & Reducers
WROT
117
Tube Cap
For Tube End
Nominal Size
In inches
1/8
1/4
3/8
1/2
518
3/4
t
1 1/4
1 1/2
2
21/2
3
31/2
4
"'S
"6
Part
Number
30620
30622
30624
30626
30628
30630
30632
30634
30636
30638
30640
30642
30644
30646
34647
34648
Box
�uantity
50
50
50
100
25
50
50
25
20
10
5
5
1
1
�II� A
Master
Pack
1000
1000
1000
1000
500
500
500
250
200
100
50
50
10
10
5
5
Approx.
Net Wt.
0.003
0.005
0.010
0.016
0.030
0.036
0.059
0.108
0.159
0.284
0.469
0.713
0.970
1.384
5.484
9.670
CAST
4717
Dim.
A
i/32
1/16
3/32
5/64
1/8
5/64
1/8
5/32
5132
5/32
5/32
3/16
3/16
7/32
WROT CAST
118 Fitting Reducer
Fitting ta Copper
�A-�I
- c�c
FTG. x C
Nominal Size
In Inches
1/4 0D x 1/8 0D
1/4 x 1/8
3/8 x 1/4
3/8 x 1/8
1/2 x 3l8
t/2 x 1/4
5!8 x 1l2
5/8 x 3/8
5/8 x 1/4
3l4 x 5/8
3l4 x 112
Part
Number
32040
32042
32044
32046
32048
32050
32054
32056
32058
32062
32064
Box
�uantity
50
50
50
50
50
50
25
25
25
50
50
Master
Pack
1000
1000
1000
1000
1000
1000
500
500
500
500
500
Approx.
Net Wt.
0.004
0.007
0.014
0.016
0.025
0.022
0.033
0.029
0.038
0.052
0.058
Dim.
A
33/64
1/2
17/32
5/8
23/32
47/64
25/32
29132
15/16
15/16
1
WROT
118
Nominal Size
In Inches
3/4 x 3/8
3/4 x 1/4
1 x 3/4
1 x 5/8
1x1/2
1 x 3/8
11/4x1
1 1/4 x 3/4
1 1/4 x 1/2
1112x11/4
11/2x1
1 1 /2 x 3/4
1 1/2 x 1/2
2x1112
2xttl4
2x1
2 x 3/4
2x1/2
21/2x2
21/2x11/2
21/2x1114
21/2x1
3x21/2
3x2
3x11/2
3x11/4
3112x3
31/2x21/2
31/2x2
4x31/2
4x3
4x21/2
4x2
5x4
5x3
5x21/2
5x2
6x5
6x4
6x3
6x21/2
6x2
8x6
Sx5
8x4
8x3
Fitting Reducer-cont.
Fitting to Copper
Part
Number
32066
32068
32072
32074
32076
32078
32082
32084
32086
32090
32092
32094
32096
32102
32104
32106
32108
32110
32114
32116
32118
32120
32126
32128
32130
32132
32136
32138
32140
32144
32146
32148
32150
32154
32156
32158
32160
32164
32166
32168
32170
32172
32176
32178
32180
32182
Box
(luantity
50
50
25
25
25
25
10
10
10
10
10
10
10
10
10
10
10
10
5
5
5
5
2
2
2
2
1
1
1
2
2
2
2
1
1
1
1
t
1
1
1
1
1
t
1
1
Master
Pack
500
500
250
250
250
250
100
100
100
100
100
100
100
100
100
100
100
100
50
50
50
50
20
20
20
20
10
10
10
32
32
32
32
6
6
6
6
6
6
6
6
6
1
1
1
1
Approx.
Net Wt.
0.037
0.049
0.092
0.089
0.095
0.088
0.150
0.118
0.169
0.206
0.203
0.200
0207
0.374
0.360
0.357
0.403
0.426
0.643
0.666
0.628
0.655
0.893
0.948
1.027
1.029
1.336
1.344
1.380
1.850
1.860
1.929
2.003
3.240
3.168
3.084
2.901
4.642
4.556
4.388
4.304
4.517
10.643
11.379
11244
12291
casr
Dim.
A
1 1/16
1 1/8
1 3116
1 7/32
19132
1 3/8
1 1/4
1 11/32
1 15132
1 19164
1 17/32
1 11/16
1 7/8
1 11/16
1 15I16
2 tl8
2 11132
2 7116
1 15/16
21/4
2 5/16
2 17132
2 3132
2 33/64
2 11/16
2 25/32
2 1/4
2 7116
2 51/64
2 23/32
215/16
3 7/32
317/32
311/32
313/16
4 9/64
4 7116
3 7/8
4 3/8
4 23/32
51132
5 7/32
5 7/32
5 23/32
6 3132
619132
14 Elkhart Products Corporation " Cast Bronze Only 'Factory Option-consufl factory for pnce and delivery inbrmation.
Rigid Coupling
SPF/FiNVIL'
The C-4 rigid coupling is our standard coupling and
is designed for rigid piping applications. The C-4 is
specially designed to provide a rigid, locked-in pipe
connection to meet the specific demands of rigid design
steel pipe.
/�M�/' StarTM
Flre Products Division of Anvil` Intemational
Submittal Sheet
�� ��
FM
APPROVED
For Listing / Approval
details contact your
AnvilStarTM' Representative.
� � � �
HOUSING: GASKETS: Materials
Ductile Iron conforming to ASTM A-536, Grade 65-45•12. : Flush gap gasket rnailable.
ANSI BOLTS & HEAVY HEX NUTS: j Properties as designated in accordance with ASTM D-2000.
Heat heated, oval neck track head bohs conformirg to ASTM A-183 Grade 2 wifh a �� Grade °E" EPDM (Green color code) NSF-61 Certified
� -40°F to 230°F �Service Temperature Range)(-40°C fo 110°C)
minimum tensile strength of 120,000 psi and heavy hex nuh of carbon steel conforming Recommended for water service, diluted acids, alkalies solufions, oil-kee air and
to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bo�ts and nuh are provided � many chemica� services.
zinc electroplated as standard.
NOT FOR USE IN PETROLEUM APPl1CATIONS.
METRIC BOLTS & HEAVY HEX NUTS: ;❑ Pre_Lubrica►ed "C" Style Grade "E" Gasket (�olet cobr code)
Heat heafed, zinc electroplated oval-neck track head bolh made of carbon steel with me- ' -40°F to 150°F (Service Temperature Range)(-40°C to 65°C)
chanical properties per ISO 898-1 C�ass 8.8. Hex nuh and bo�ts are zinc e�ecFroplated � Recommended for wet and dry (oil free air) pipe (ire protection sprinkler
followed by a yellow chromate dip. systems. For dry pipe systems and freezer applications, Gruvlok Xkemer'"
STAINLESS STEEL BOLTS & NUTS: j Lubricanf is required.
Stainless steel bolts and nuts are also available. Contact an AnvilStar Representafive for i� Grade "T" Nifrile (Orange color code)
more information. � -20°F to 180°F (Service Temperature Range)�-29°C to 82°C)
! Recommended for petrolium applications, air with oil vapors and vegetable and
COATINGS: mineral oils.
❑ Rust inhibiting paint Color: ORANGE (standard)
❑ Hot Dipped Zinc GaHanized �opfional)
❑ Other (Specify): Example: RAL3000 or RAL9000 Series
For ofher coating requiremenh contact an AnvilStar Representative.
LUBRICATION:
�7 Standard Gruvlok Gruvlok XhemeT"^
(Recommended for dry pipe sysfems and freezer app�ications.)
❑ Other (Specify):
NOT FOR USE IN HOT WATER OR HOT AIR.
❑ Other_
GASKET TYPE:
❑ Standard C Syle
0 Flush Gap (l Ya" - 8")
•� �• � � �. .�
Project:
Date: Phone:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
PAGE 1 OF 2
SPF Couplings, Fittings, Flanges, Clamps For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, ,�I`"
REV. 03.03.06-003 go to www.anvilstar.com or contact your local AnvilStar representative �`=��NV�L
Rigid Coupling
SPF/IaNVIL"
�Iil,l
�
f�:�l
l��
I���I
/��Star��
Fire Producis Division of Anvil" International
Submittal Sheet
� � �
Nominal Max. Wk. Max. Ronge of Pipe Coupling Dimensions Coupling Balts Specified Torque § Approx.
Size � � Pressure End load End Separation Wt. Ea.
J( Y Z Qty. Size Min. Max.
In✓DN(mm1 In✓mm PSI/6ar . ibtilcMl 1n,/ara :M✓DUn ln./mm In✓mm !n✓mm k�bs./M-m ='1bui�j
l Ya 1.660 300 649 0-0.06 23ia 45 e 1�/e 2 3/e x 2 30 45 1.5
�2 u22 20J 7_89 O�i �� 10 i1; a8 40 d0 OJ
1'h 1.900 300 8S1 0-0.06 P�3i16 4'/e 1'/e 2 3/ez2 30 45 1J
40 a8.3 707 3.i8 01.5 71 124 48 40 60 0.8
2 2.375 300 1,329 0-0.Ob 3�h 53/e 2 2 3/e x 2Y� 30 45 1.9
;0 603 10% 5-91 01.5 89 131 51 40 60 0.9
2�h 2.875 300 1,948 0-0.06 4 6 2 2 3�8 % P�/2 30 45 1.9
65 %3_U 70J 8.66 01_5 102 151 51 40 60 0.9
3O.D- 7996 300 1,115 00.06 4�/s 5��"a i�'�� 1 ;�9xZ�/z 30 45 Z2
16.1 16.1 20.1 9.41 o-1.5 105 156 48 40 60 1.0
3 3.500 300 2,886 0-0.12 43/� bs/a 2 2 3/e x 2Ys 30 45 2.4
CO 889 ZOJ 17.84 03.1 111 !63 51 40 60 1.1
4 4.500 300 4,771 0-0.12 5�/e 73/� 2�h 2 3je x 2�/s 30 45 3.2
100 114 3 10J ZL22 032 149 197 54 40 60 1.4
5 5.563 300 1,192 0-0.12 bls/ie 9�/ib 1Yi6 2 �h a 3 80 100 4.5
175 141 3 10J 31.44 0 3 2 1%6 130 57 I 10 150 2.0
6S_O.D. 6.500 300 9,955 0-0.1? 8!� 1P��e 7!-a 1 !zx3 80 100 5.8
165.1 165.1 T0.1 44.28 03.2 207 164 54 110 150 2.6
6 6.625 300 10,341 Q0.12 8�/� 103/e 1'/a 2 �/z z 3 80 100 5.8
I50 168.3 ZOJ 46.00 03.1 110 164 54 110 150 Z.6
8 8.625 300 11,528 o-0.12 10�h 13Y� 2'h 2 S/e x 3�/� 100 130 10.8
200 2191 70] %191 03.1 167 337 64 130 115 4.9
10 1OJ50 300 21,219 0-OJ1 13 163/a 2S/e 2 �/e x 5 180 220 21.5
150 113.1 20.7 111.11 0-3.2 331 425 61 245 198 9.8
12 12.150 300 38,303 0-0.12 153/e 19�/a 25/a 2 �/e z 5�/s 180 120 21.4
300 323.9 70.1 110.38 03.1 391 489 61 245 298 l2.4
1. Working pressure and/or end load are rotal allowoble, based on standard weight steel pipe, roll or cut grooved.
2. One time field test pressure may be increased ro 1.5 6mes the figures lisled above.
§- For additional Bolt Torq�e inEormation see Technical Dafa SecKon.
Olher sizes rnailable, contoct an AnvilStar Representative.
A WARNING
For dry pipe sysfems and freezer applications
lubrica6on of the gasket is required, Gruvlok�
XtremeT"" Lubri<ant is recommended.
PAGE 2 OF 2
SPF Couplings, Fittings, Flanges, Clamps For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule,
REV. 03.03.06-004 go to www.anvilstar.com or contact your local AnvilStar representative ��Z��M��L
�AnrilStar Ipterior
/.� �Star�r
f ��,: i�•.:_ ,.:_ . :>�:�.;..,..
A Oivision ol kavit` international, Inc.
P�"0l�1�C�S � S1�I71Z?Z�IIZS
Locate Part lJo:
jPDF Submittal Sheetl Page 1 of 2; Go to Page: [1]j2�
Figure 7010* Reducing Coupling
Fhc fi��;rr i O1 J kedu��r+? Cvvpling mOkes il possiblc lo ditetdy ton
n��t hxo di?"tcrenf FNpe sizes, el�mmpfing Ihe neeti �ot two couplings and
o redvcint� f�n:n� The s��+c,�ly des,g�d �edoc�og coup�i�g gosket wilh
o centr* r�f: atsute: �5ro��: positianing of the goslcel and prev�n�� the
S+t10ll�r �i�• EtOn�. IrICSCO}?ilt9 inro thc lorgcr dvring css�embly. Work�ng
prisu+e �a+�ny; shawn a�e (a rei�rnce only and o�c bosed on scheci
u�c 40 pipt For thc Ia�es1 UL/UlC lisMd ond fM approved pressvre rot-
�ngs vers:,s pipe sr_hedule. sea www.arnrilslar.epm or co�lod your (ocai
Anv:l$!nr £epre.s,e�lotrve
Fieure 7010 CouFr'ing complete weti� Grhde 'E' EPOM Gaskei.
f��a 7Gt0 Reducinq
Cc�u�'�n:; ni:h Ga�.:;•:� C:ouWm91i6uS4n9
f'
i
S . . � .. GASdc01
Gaseil C '�Ir,i N:l�� —�—.-�
Housing:
Duc3u� ban tpnto:��a :� tn AST1� F-536. 6tede 65-45-12 or
l,t5si�ble �ron contcrmmr tp AS7M �-�Ci Grade 3251�.
ANSI Bolts and Heavy Hex Nuts:
keal Ireatea oval nPck track hea� bolts Cantorming to ASTM A-tS;i Grade
2 e.�itti a min�mam Iensrlr strength at t10.000 ps+ and he��r hex nuts of
Carbon sle±d contoirr�ng ta AST�.! A•563, Botts and nuts are Wo�ded zinc
eleCtrop;ali� as 5!andard
Metric Bolts and Heavy Hex Nuta:
Helt tr�;,�t��d Pnc e4�CdropldlCd U•:al-nBCk Sr2Ck hd30 i)01L5 tt13d8 af Wrapn
s►eei ��;�tr: ta�eci�arn�ai propert�es per ISO 896•t Class 8,8. Mex nuts ar�d
bolis �re nnc ele�.irap�3te� fat�ow�e0 try a yellow eRromate dap.
Stainless Steel8olts and Nuts
Slamless steel Rotts antl nuts art als� avaiil�bk. ContaCt 8 Mv+ISWr R�p-
resent�t�v�e ior more intormation.
Coatings:
U Rust inhi�iE�ng lead-free painl Color: ORAfi1CsE (Stardard)
'J Hot U���ed Zmt Gdlvanized {opti0nal►
J 4ther (Speary�: (If: RAL3U00 or RAL940Q�
Fa� ott�er Coatinp rcquiremeats corr�iaatl a MviiStar Representatn+e
:� r-
�t`
❑ � A , �a',,:, r iiva u•,•d
'�2t:� i c q; rr s r t;�+tx.lut•.• fPi ``lf1
lubricetion: rS�ec��y;
J Slrnr3�rd Gsti;�l�rk
J Grav]uk Xtrem@"`
fie�pmm?nded tar dr1� pipe sysip:�rs a+od Irrezer appliplio�s
J OthErpSDec�t�i . ____----...
Geskets: Materiats ISFiec�ty n•hen ord�rmg)
Prepprltes .�c des�pn.�teA r�: a�Cardar�e �;ith AST?A d-20d0
J Grade 'E" EPOM (Green tolar toOe) NSf-61 GeflHteO
-d0°f io 23G"F fSen7;.e iemperaturE Range}(-40`G to i 10°C)
Recommended tcr vrater ser»ce. diluled acids. alkaFres soiutrons.
oil•tree a�r ancf man� ttiemical ser3�i�;es
liOT fOfi USE IN P�TR�LEUh1 APP�ICkT10N5
J Grade `T° Nitrile {Urang� cotor c�de�
-20`F to 164`i (Servir;� Temperature ftange}(-29°C to 82°C)
Recammenflsd tor peiiplium aAP�����ons air Y+� oi! vapats ind
vegetabl� a��i mir�eral oits
�JOT �pR USF IN HOT WATER OA NOT A�R
,J Qther_ _._ _._..,� _,., " _ . _ _..P.._,_ ----
http://www.anvilstaccom/produds/index.php?group=l&FIG=7010&NM=Reducing Coupling&PGS=7&PG=2&CP=12/IS/2006 1024:06 AM
SPF/FINVIL'
45° Elbows
C to E �
O.D.
'� �
/
7
i
�
�
� �
Nominal 0 p Max Wk. (enfer Approx.
Size Pressure To End Wt. Ea.
In./DN(mm) In./mm PSl/6ar In./m� [bs�lc
1�/a 1.660 300 13/a 0.8
32 421 707 44 0_30
1�/2 1.900 300 � 3/4 0.9
40 48-3 20-I 44 0.40
2 2.315 300 1 1.0
`0 60-3 �07 51 0.�?
2�/z 2.815 300 2Y+ 1.8
bi 73 G 20J 57 0-S
3 3.500 300 2�h 2.5
NO 889 20.% 64 11
4 4.500 300 3 4.1
IGO i14.3 20.7 I6 22
5 5.563 300 3�/a 11.6
125 141.3 20.% 83 5.2
6 6.625 300 3�/2 11.6
150 168.3 20J 89 51
8 8.625 300 4�/a 17.9
200 219.1 70J 108 8I
10 10.750 175 4 3�4 30.0
250 713.1 1?.l 171 13.6
12 11.150 175 5Ya 40.4
300 323° i2.1 133 i83
� � ��
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L
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h��� �'� �
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/�N�Star'�
Pire ProdUCts Drvision of Anvil' Intema6onal
Submittal Sheet
U` FM L,C
APPROVED
For Listing / Approval
details contact your
AnvilStar"" Representative.
� � � •
CAST FITTINGS:
Dudile Iron ASTM A-536
FINISH:
U Rust Inhibiting Orange Paint (Sbndard) or
❑ Hot Dipped Ga�vanizing per ASTM A-153 (Optional).
❑ Other (Specify): Example: RAL3000 or RAL9000 Series
For other Coating requiremenis contact an AnvilStar Representafive.
.� �. � � •�
Project:
Date: Phone:
Archiiect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
SPF Couplings, Fittings, Flanges, Clamps For the latest UUULC Listed and FM Approvetl pressure ratings, versus pipe scneauie, �[,=;,��NV�L
REV. 03.03.06-0014 go to www.anvilstaccom or contact your local AnvilStar representative ��� �l ��•••�����•��� ���-
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Nominal Anvilltem Universal MOX� Dimensions Approx.
Size Num6er Number Working Wt. Each
Pressure A B
In. fmml PSI (kPo) In. (mm) !a fmm) Lbs. (kg)
1 x'/a 840001036 DB90031 500 1.26 1.36 0.44
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1 x 3/a 840001044 D690032 500 1.31 1.45 0.52
25 a 20 3450 3a.79 36.83 0.7<i
1'/a x';z 840001051 D690041 500 1.34 1.53 0.64
�1 e' 15 34550 34.03 38-86 Q!°
��/4 % 3'4 840001069 D690042 500 1.45 1.62 0.72
32 x 70 3450 36.83 4 I.14 0 23
1'/e x 1 840001011 DB90043 S00 1.58 1.b1 0.75
32 a� 25 3450 40.13 4241 0-3�
1�/z z 1 840001085 D690053 500 1.65 1.80 0.92
40r.25 3d50 41.91 45J2 047
1�/s x 1�/a 840001093 DB90054 S00 1.82 1.88 1.08
aUx32 3450 4612 47J5 �7-�9
2 z�/z 840001101 DB90061 500 1.49 1.88 1.08
SOaI, 3450 3184 97J5 Os'9
2 x 3/a 840001119 D690062 500 1.60 1.97 1.24
SOx70 3450 a0.64 50-03 OSb
1 x 1 840001127 DB90063 S00 1.13 2.01 1.40
50x25 3450 4394 51.30 0_64
2 x l Ya 840001135 D690064 500 1.90 2.10 1.52
50 a 31 3450 4816 53.34 010
2 x 1'h 840001143 D690065 S00 2.02 2.16 1.65
;0 x 40 3450 5L30 54.80 0_/5
Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. U� U�C
Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1 . APPROVen
Ductile iron per ASTM A536 Class 65-45-12. Fo�uSt;,,9iAPP,o„ai
NOi10E: Ductile iron 6Rin s hwe hi her tensile shen th than thot of steel i e. Therefore, over ti htenin con cause dam ro i e threads which m cause leak e. Ductile details contact your
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�ron fininas should 6e Kahtened three Nms bevond 6and tiqht, but no more ihan fovr turns,
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Project:
Date: Phone:
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Contractor:
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Notes 1:
Notes 2:
SPF Cast & Ductile Iron Fittings For t e atest is e an pprove pressure ra ings, versus pipe sc u �
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32 :,450 a4.95 44.45 OSS
l�h 840003180 DT555 S00 1.94 1.94 1.55
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2 840003198 DT666 500 2.25 1.25 2.45
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Ductile iron er ASTM A536 Class 65-45-12. arrROVeo
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NO110E: Ductile iron 6Rin s hwe hi her tensile sfren th thon that of steel i Therefore, over ti htenin can cause dam e ro i e threads which m ca�se leaka e. Ducfile details mntact your
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iron fittings should be lightened three tums beyond hand tighl, but no more than four tvms.
Project:
Date:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
Phone:
SPF Cast & Ductile Iron Fittings For the latest UWLC Listed and FM Approved pressure ratings, versus pipe schedule, „� .
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Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. U� U�C
Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1. FM
Ductile iron er ASTM A536 Class 65-45-12. arrROVeo
p For Listing / Approval
NO110E: Ductile iron fittin s hwe hi her tensile stren th than thot of steel i e. There(ore, over ti h�enin mo cause dam e ro i e fhreads which m muse leak e. Ducfile details contact your
9 9 9 P P 9 9 °9 P P °Y °9 AnvilStarTM' Representative.
iron fitfings should 6e lightened three turns beyond hand tighf, but no more than four tvrns.
Projeci:
Date:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2
Phone:
SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, �1�;Z�i�NV�L
REV. 03.03.06-0014 go to www.anvilstar.com or contact your local AnvilStar representative
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SPF/RNVIL Ductile Iron
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Nominal Anvilltem Universal Mox. Dimensions Approx.
Size Number Number Working Wt. Eoch
Pressure A B �
la (mm1 PSI (kPa1 in.lmm] la (mm) !n. (mm) lbs. (kg)
1 z 1 z l�a 840004238 DT334 500 1.b1 1.61 1.58 0.98
!J A C.7 k JL ?tiJ�� aL.v 4L.4 � '!�. �3 �.0
1 x 1 x 1�h 840004246 DT335 500 1.80 1.80 1.65 l.lb
15 x 25 x 40 3950 45J2 45J2 41. ° 1 OS3
1�/a z 1 x 1�/t 840004295 DT435 S00 1.88 1.80 1.82 1.42
31 x 25x 40 3450 47J5 a512 4612 0_69
1�/� x l Ya x 1�/s 840004337 DT445 500 1.88 1.88 1.82 1.45
37 x 31 s a0 3450 4%J5 4775 a611 0.60
i�/� x 1�/a x 2 840004345 DT446 500 2.1 D 1.10 1.90 1.15
32 x 32 x 50 3450 5334 53.34 48.26 0_79
1�h x 1�/a x 1 840004436 DT546 S00 2.16 2.10 2.02 1.90
40 x 32 x 50 � �50 5486 53.34 51.30 G-86
1�h x 1�/z x 2 840004485 DTSS6 500 2.16 2.16 2.01 1.98
40 x 40 x 50 3450 54.86 59_86 51.30 0-40
/� �StarTM
Fire Products Drvision of Anvil' Intemational
Submittal Sheet
�A�'�B�I
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Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B 16.3 Class 150. p� ��
Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME Bl .20.1 . F"'
APPROVED
Ductile iron per ASTM A536 Class 65-45-12. Fo���5c��9iaPP�o�a�
NO110E: Ducfile iron 61tin s hrne hi her tensile shen th than that of steel i There(ure, over ti hknin can cause dom e ro i e threads which m couse leak e. Ductile details contact your
9 9 9 P Pe 9 9 °9 P P °Y °9 AnvilStarT"' Representative.
iron Rkinas should be fiahtened three Ivrns bevond hand fiaht, 6vt no more Ihan four hirns.
, � � , � � . . �
Project:
Date: Phone:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe scneouie, ;
REV.03.03.06-0015 go to www.anvilstar.cam or contact your local AnvilStar representative «�Z���NV�L
, � .
SPF/RNVIL' Ductile Iron
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Nominal Anvil item Universal M0X' Dimensionz Approx.
Size Number Num6er Working A Wt. Each
Pressure
la fmm) PSI tkPo! la (mm) 1d�s. fk 1
1 840005615 D(P003 500 1.16 0.32
�5 �;SG � v� 0 15
l Ya 840005623 DCP004 500 1.28 0.43
32 3450 31.51 0.20
1'/s 840005631 D(P005 500 1.33 0.60
40 3450 33>8 0.17
2 840005649 DCP006 500 1.45 0.91
50 3450 36.83 0.41
/� �StarTM
Fue Products Division of Anvil' Intemational
Submittal Sheet
�
A
i
Ductile iron threaded fittings are UL & ULC Listed 8� Dimensions conform to ASME B16.3 Class 150. U� �C
Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1 .20.1 . `M
Ductile iron er ASTM A536 Class 65-45-12. nrrAOVeo
{� For Listing / Approval
NO110E: Ductile iron fittin s hrne hi her tensile shen th thon thot of steel i There(ure, rner fi h�enin can muse dam fo i e Ihreods which m cause leaka e. Ductile details contact your
9 9 9 P�' 9 9 °� P P °Y 9 AnvilStarT"' Representative.
iron fiHings should be fightened three furns beyond hand tight, but no more than four lurns.
SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, ���_ ���M��L
REV. 03.03.06-0019 go to www.anvilstaccom or contact your local AnvilStar representative �
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IISTED IISFD APPROVFD
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NOMINAL ITEM MAX. DIMENSION WEIGHT
SIZE CODE WORKINGj EACH
(1NCH) # P.S.I. A PIECE
1X1/2 CRC031 300 1.70 6.6T
1X3/4 CRC032 300 1.70 0.80
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F'or installation on the
CAST IRON
SC�RIIIITTAL SHEET C99.1
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Submitted bv:
Date:
Approved by:
Date:
pro�ect
�3y. contractor
4018 WESTHOLLOW PARKWAY HOUSTON, TEXAS 77082
TOLL FREE: 888-861-STAR, TEL: 281-558-3d00, FAX: 281-558-9000
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LISTED LISED APPROVED
CAST IRON TIIRFADF.1) FI'1'I�INGS SPECIFICATION:
ASTM A-126 All cast iron scrc��cd (il�ings ntect or exceeds
materials confonnin� to AS"I�M A-12G.
ANSI/ASI11E B16A CLASti 125 Cast iron threaded fittings
dimensions conf'onn to ANSI/ASl M R16.4 Ci.ASS 125.
.ANSI/AS111E E31.20.1 All cast iron d�rcadcd fittings
are NP7'standard confonning to A'�'SUASME B1.20.1
L . A .� . _ A _ - .
7 -�--_ -T-,_. i
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CAS"I' 1RON
SURII9I'l"1'AL SHI;TT C99.1
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NOMINAL ITEM MAX. DIMENSIONS WEIGHT
- ---- -_ __..
SIZE CODE WORKING: EACH
(INCH) # P.S.i. � A 8 C PIECE
1X1X1l2 CT331 300 1.26 1.26 1.36 0.95
1X1X3/4 CT332 300 1.37 1.37 1.45 1.10
1X1I2X1 CT313 300 1.50 1.36 1.50 1.08
iX3/4X1 CT323 300 1.50 1.45 1.50 1.18
1X1X11/4 CT334 300 1.67 'f.67 1.58 1.52
1X1X1112 CT335 300 1.80 1.80 1.65 � '1.73
11/4X1X1l2 CT431 300 1.34 '1.26 1.53 1.17
11/4X1X3/4 CT432 300 1.45 1.37 1.62 1.38
11/4X1X1 CT433 300 � 1.58 1.50 1.57 1.47
11/4X1X11/4 CT434 300 1.75 1.67 1.75 1.80
11/4X1X11I2 CT435 I 300 ! 1.88 '1.80 1.82 2.05
- -___ _ ___--- --
11l4X1114X1/2 CT441 300 i 1.34 1.34 1.53 1.37
11I4X1114X314 CT442 300 1.45 1.45 1.62 1.54
1114X1114X1 CT443 300 1.58 '1.58 1.67 1.65
11/4X11/4X1112 CT445 300 '1.88 '1.88 1.82 2.21
'I 1/4X11/4X2 CT446 300 2.10 2.'10 1.90 2.55
11/2X1X1l2 CT531 300 1.41 1.34 1.66 1.41
11/2X1X3/4 CT532 300 1.52 1.37 1.75 1.65
11/2X1X1 CT533 300 1.65 1.50 1.80 1.65
11/2X1X1114 CT534 300 1.82 1.67 1.88 2.00
11/2X1X11/2 CT535 30� 1.94 1.80 1.94 2.30
1112X11f4X1l2 CT541 300 1.41 1.34 1.66 1.58
11l2X1114X3/4 CT542 300 1.52 1.45 7.75 1.72
11/2X11l4X1 CT543 300 1.65 1.58 1.80 1.85
11l2X11l4X2 CT546 300 2.16 2.10 2.02 2.80
11/2X1112X1/2 CT551 300 1.41 1.41 1.66 1.76
11/2X11l2X3/4 CT552 300 1.52 1.52 1.75 1.87
11/2X11l2X1 CT553 300 1.65 1.65 1.80 1.94
11/2X11/2X11/4 CT554 300� 1.82 � 1.82 1.88 2.29
1112X11l2X2 CT556 300 2.16 � 2.'16 2.02 3.28
2X1X2 CT636 300 2.25 ; 2.02 2.25 3.40
2X11/4X2 CT646 300 2.25 2.10 2.25 2.80
2X11I2X1/2 CT651 300 1.49 � 1.41 1.88 2.09
2X11/2X3l4 CT652 300 1.60 1.52 1.97 2.40
2X11/2X1 CT653 300 1.73 1.65 2.02 2.54
2X11/2X1114 CT654 300 1.90 1.82 2.10 2.85
2X11/2X11/2 CT655 300 1.49 1.d1 1.88 2.24
2X1112X2 CT656 300i 2.25 2.16 2.25 3.75
ZX2X1/2 CT661 300 1.49 1.49 1.88 2.60
2X2X314 CT662 300 1.60 1.60 1.97 2.71
2X2X1 CT663 300 1.73 1.73 2.02 2.97
2X2X11l4 CT664 300 1.90 1.90 2.10 3.32
2X2X11/2 CT665 300 2.02 2.02 2.16 3.72
4018 WESTHOLLOW PARKWAY HOUSTON, TEXAS 77082
TOLL FREE: 888-861-STAR, TEL: 281-558-3000, FAX: 281-558-9000
, � .
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THREADED FiTTINGS
SFP[,.yx
QUANTITY WEIGNT CARTONS
CARTON PLT. CARTON PLT. PLT.
PLUG CI
CPL001 1/2 1.15 1000 4C,000 85 3,400 48
C P L002 314 1.28 600 24.000 102 4, 080 48
CPLQ03 1 1.28 300 12.000 70 2,800 48
CPL004 1114 2.08 180 7,200 75 3,000 48
CPL005 11/2 2.93 140 5,600 87 3,480 48
CPL006 2 3.43 80 3,200 64 2,560 48
ICROSS CI
CXD33 1 13.45 42 1,680 48 1,920 48
- -----_ __----.._ _ _--. _.-
CX044 1114 18.97 22 880 50 2,000 48
CXD55 1112 25.73 17 E80 41 1,640 48
CXD66 2 34.06 12 320 35 1,400 48
C)cD43 11/4X11I4X1X1 21.08 28 1,120 50 2,000 48
CX053 11l2X1112X1X1 25.07 18 720 51 2,040 48
CX063 2X2X1X1 34.32 16 640 42 1,680 48
', BULL HEAD TEE CI I
CT334 1X1X11I4 9.41 42 1,680 62 2,48� 48
CT335 1X1X1112 13.55 34 1,360 52 2,080 48
CT435 1114X1X1112 14.54 27 1,296 55 2,640 48
CT445 11/4X1114X11/2 14.54 24 960 48 1,920 48
CT446 1114X11/4X2 20.20 20 800 46 1,840 48
CT546 1112X1114X2 22.28 17 680 46 1,840 48
CT556 1112X11J2X2 15.91 17 680 47 1,880 48
COUPLING DI
DCL033 1 3.65 140 6,720 75 3,600 48
DCL044 11/4 4.68 90 4,320 72 3,456 48
DCL055 11/2 6.26 56 2,688 59 2,832 48
DCL066 2 9.22 36 1,728 65 3,120 48
CA P DI
DCP003 1 2.50 200 9,600 64 3,072 48
�CP004 11/4 3.22 130 6,240 65 3,120 48
DCP005 11/2 4.42 96 4,608 65 3,120 48
DCP006 2 6.59 72 3,456 75 3,600 48
NOTE: ON ORDERS RECEIVED FOR THREADED PRODUCTS IN LESS THAN CARTON QUANTiTIES, WE
RESERVE THE RIGHT TO ADJUST TO THE NEXT CARTON QUANTI1l' ABOVE THE NUMBER OF PIECES
SHOWN ON THE ORDER.
Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 55$-9000 page 20
� � .
VS R-F
� ' PO�� VANE TYPE WATERFLOW
� The Symbol of Protection ALARM SWITCH WITH RETARD
U.S. Pat. No. 3921989
Canadian Pat. No. 1009680
Other Patents Pending
Potter Electric, Rd., 1990
GENERAL INFORMATION
The Model VSR-F is a vane type waterflow switch for use on
wet sprinkler systems. It is UL Listed and FM Approved for
use on steel pipe; schedules 10 through 40, sizes 2" thru 8"
(50mm thru 200mm).
LPC approved sizes are 2" thru 8" (50mm thru 200mm).
The unit may also be used as 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 10 gallons per
minute (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.
ENCLOSURE: The unit is enclosed in a general purpose, die-
cast housing. The cover is held in place with two tamper resis-
tant screws which require a special key for removal. A field in-
stallable cover tamper switch is available as an option which
may be used to indicate unauthorized removal of the cover. See
bulletin no. 5400775 for installation instructions of this switch.
UL,ULCandCSFMListed,FMandLPCBApproved,NYMEA
Accepted, CE Marked
Service Pressure: Up to 450 PSI (31 BAR)
Minimum Fiow Rate forAlarm:10 GPM (38 LPM)
Maximum Surge: 18 FPS (5,5 m/s)
ContactRatings: Two sets of SPDT (Form C)
15.0 Amps at 125/250VAC
2.0 Amps at 30VDC Resistive
Conduit Entrances: Two knockouts provided for 1/2" conduit
Environmental Specifications:
• Suitable for indoor or outdoor use with factory installed
gasket and die-cast housing.
• NEMA 4/IP54 Rated Enclosure - use with appropriate
conduit fitting.
• Temperature Range: 40°F/120°F, 4,5°C/49°C
• Non-corrosive sleeve factory installed in saddle.
Caution: This device is not intended for applications in explosive
environments.
SizesAvailable: SteelPipeschedulesl0thru40,sizes2"thru8"
BS 1387 pipe 50mm thru 200mm
Note: For copper or plastic pipe use Model VSR-CF.
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
INSTALLATION: See Fig.2
These devices may be mounted on 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 in-
sta�led within 6" (15cm) of a fitting which changes the direction of
the waterflow or within 24" (60 cm) of a valve or drain.
Drain the system and drill a hole in the pipe using a circular saw
in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices
require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm
±2mm). All other sizes require a hole with a diameter of 2" ±1/8"
(50mm ±2mm).
Clean the inside pipe of all growth or other material for a dis-
tance equal to the pipe diameter on either side of the hole.
Roll the vane so that it may be inserted into the hole; do not bend
or crease it. Insert the vane so that the arrow on the saddle
points in the direction of the waterflow. Install the saddle strap
and tighten nuts alternately to an eventual 50 ft-Ibs. (68 n-m) of
torque (see Fig. 2). The vane must not rub the inside of the pipe
or bind in any way.
Specifications subject to change without notice.
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. #8800007 - REV W PAGE 1 OF 2
MFG. #5400761 - 7/02
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� The Symbol of Protection
FIG. 1
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
\% �
1�
�� DM'G. 1923-3
CAUTION:
An uninsulated section of a
single conductor should not
be looped around the termi-
nal and serve as two sepa-
rate 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. 2
VS R-F
VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
OPTIONAL TAMPER SWITCH � E DEDEPERiOD OR OME FOR
RETARD ADJUSTMENT: a A
TO CHANGE T1ME TURN KNOB (EITHER DIRECTION)
FOR DESIREO TIME DELAY. USE THE MINIMUM
AMOUNT OF RETARD NECESSARY TO PREVENT
FALSE ALARMS, A°B� SETTING IS USUALLY
ADEOUATE FOR THIS. FACTORY IS SET TO �B". (� �
TO INSiALL, DRILL HOLE AS INDICATED:
PIPE SIZE HOLE SIZE
z" to 2 1/2" 1 1/4' +t/a" -1/16"
(50mm to 65mm) (33mm t2mm)
3" to 8" 2" t 1/8"
(SOmm to 200mm) 50mm t2mm)
Cover Tamper
(with cover in place)
�I� DIRECTION OF
b b WATERFLOW I
1� � �
c��� c�> c�� �
wc w�w�a �
DW0. %j761-30 �
FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES:
��na
MORIMILY OPEN C01IlICfS IiY�RA(lOM SOK
��o�� o���
a. b K
uc ■c ro ■o rueu.cs wsarc ce
OM 1ME S'MM ARC FOR pi NOT MC —
.0 .w�u m�oRnn. �cumE oc
r�c can.cn ua x�cAUO oa rrtin�eu �c—
..c� i�c x�z a �
n[ wara caoroi.
APPLICATION WARNINGt
0
1. The Model VSR-F has two
switches, one can be used to
operate a central station, pro-
:°�'� prietary or remote signaling
f°" unit, while the other contact is
used to operate a local audible
or visual annunciator.
�. MI-f
2. A condition of LPC Approval of
this product is that the electri-
cal entry must be sealed to
exclude moisture.
3. For supervised circuits see
"Switch Terminal Connec-
tions" drawing and caution
note (Fig. 1).
TIGHTEN NUTS
ALTERNATELY TO AN
EVENIUAL 50F7.-LBS (68 n-m)
OF 10RQUE
MOUNT ON PIPE 50
ARROW ON SADOLE
POINTS IN DIRECTION
OF WATERFLOW
ROLL PADDLE IN
OPPOSITE DIRECTION
OF WATERFLOW
APPROx. RETARD SETTINGS (IN SECS.)
0 A B C D E
p 10-25 20-a0 35-55 50-70 60-90
FIG. 4
To remove knockouts: Place
screwdriver at edge of knock-
outs, not in the center.
w+c. ns, -,
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.
TESTING
The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in
accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends
quarterly or more frequently).
If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for
test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the
VSR-F is not recommended or advisable.
A minimum flow of 10 gpm (38 Lpm) is required to activate this device.
IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be
tested in accordance with the testing instructions.
PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2
MFG.#5400761-7/02
Fig. 65 and Fig. 66
Reversible C-Type Beam Clamps 3/4" and 1'/4" Throat Openings
Size Range —(Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod
Material — Carbon Steel with hardened cup point set screw and
jam nut
Function — Recommended for hanging from steel beam where flange
thickness does not exceed 3/4" (Fig. 65) or 1'/4" (Fig. 66).
Features — All steel construction eliminates structural deficiencies
associated with casting type beam clamps. May be used on top or bot-
tom flange of the beam. (Beveled lip allows hanging from top flange
where clearance is limited.) May be installed with set screw in up or
down position. Offset design permits unlimited rod adjustment by
allowing the rod to be threaded completely through the clamp. Open
design permits inspection of thread engagement.
Approvals — Underwriters' Laboratories Listed in the USA (UL) and
Canada (cUL). Factory Mutual Engineering approved. Conforms to
Federa� Specification WW-H-171 E, Type 23 and Manufacturers
Standardization Society SP-69, Type 19. Exceeds requirements of the
National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will
support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe.
Included in our Seismic Restraints Catalog approved by the State of
California Office of Statewide Health Planning and Development
(OSHPD). For additional load, spacing and placement relating to
OSHPD projects, please refer to the TOLCO Seismic Restraint
Systems Guidelines.
Finish — Plain
Note — Available in E�ectro-Galvanized and HDG finish.
Order By — Figure number, rod size and finish
Fig. 65 Pafent #4,570,885
Fig. 65
Dimensions • Weights
Rod Size Max. Rec. Approx.
A B C D E F Load Lbs.* Wt./100
3/8 1'/,6 3/4 1 7/16 1 610 28
1/2 1'/2 3/4 1 9/16 1'/< 1130 55
5/8 1'/z 3/4 1 9/16 1'/a 1130 55
' Max. loads for clamp with set screw in up or down position.
Fig. 66
Dimensions • Weights
Rod Size Max. Rec. Approx.
A B C D E F Load Lbs." Wt./100
3/8 1'/�6 1'/< 1 7/16 1 610 28
1/2 1'/z 1'/. 1 9/16 1'/< 1130 55
5/8 1'/z 1'/e 1 9/16 1'/a 1130 55
' Max. loads for clamp with set screw in up or down position.
66
Component of State of Fr�
California OSHPD Approved
Seismic Restraints System OC �`
OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951]37.5599 • FAX: 951J37.0330
CUSTOMER SERVICE • 800.786.5Z66
www.tolco.com
. f .
HDI-P Droa-In Anchor
4.3.7.1 Product Description
The Hilti HDI-P Drop-In anchor is an internally threaded,
flush mounted expansion anchor for solid and hollow
concrete.
Product Features
• Optimizetl 3/4" anchor length to allow reliable
fastenings in holiow core panels, precast plank &
post tensioned siabs
• Shallow drilling enables fast installation
• Lip provides flush installation, consistent anchor
depth and easy rod alignment
• Setting tool leaves mark on flange when anchor is
set properly to enable inspection & verification of
proper expansion
Guide Specifications
Expansion Anchor Expansion anchors shall be
flush or shell type and zinc plated in accordance with
ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDI-P
anchors as suppiied by Hilti.
Installation Install shell or fiush type anchors in
holes drilled with Hilti carbide tipped drill bits. Install anchors
in accordance with manufacturer's recommendations.
4.3.7.2 Material Specifications
The HDI-P is manufactured from mild carbon steel, which is zinc plated for corrosion protection in accordance with
ASTM B 633, SC 1, Type III
4.3.7.3 Technical Data
HDI-P Specification Table
1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1.
4.3.7.4 Installation Instructions
� ` ` �� ,•, ��� , �� ��� � �
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1. Set depth gauge 2. Hammer-drill 3. Clean hole. 4. Insert anchor. 5. Insert setting tool 6. Collar of setting
on drill. hole. and strike with tool will leave an
hammer until intlentation on
anchor is fully set. flange of anchor
when properly
expanded.
4.3.7.5 Ordering Information
HDI-P Anchor
Item No. Description
00283611 HDI-P 3/8
Setting Tools for HDI-P Anchors
Item No. Description
00283611 HSD-G 3/8" — 3/4" Setting Tool w/ hand guard
00253784 HST-P 3/8" — 3/4" Setting Tool
4.3.7
Mechanical Anchoring Systems
4.3.7 HDI-P
4.3.7.1 Product Description
4.3.7.2 Material Specifications
4.3.7.3 Technical Data
4.3.7.4 Installation Instructions
4.3.7.5 Ordering Information
Listings/Approvals
ICC-ES (Intemational Code Council)
Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458 �
p Visit Hilti Online
US www.us.hilti.com
Canada www.ca.hilti.com
185
•�
Fig. 200 -"Trimline" Adjustable Band Hanger
Size Range — 1/2" thru 8" pipe
Material — Carbon Steel, Mil. Galvanized to G90
specifications
Function — For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features —
•(1/2" thru 2") Flared edges ease installation for
all pipe types and protect CPVC plastic pipe from
abrasion. Captured design keeps adjusting nut
from separating with hanger. Hanger is easily
installed around pipe.
•(2'/2' thru 8" 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 USA (UL) and Canada (cUL) for steel
and CPVC plastic pipe and Factory Mutual Engineering
Approved (3/4" thru 8"). Conforms to Federal
Specifications WW-H-171 E, Type 10 and Manufacturers
Standardization Society SP-69, Type 10.
Maximum Temperature — 650°F
Finish — Mil. Galvanized. For Stainless Steel materi-
als, order TOLCOT"' Fig. 200WON.
Order By — Figure number and pipe size
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Dimensions • Weights
Pipe Rod Size Max. Rec. Approx.
Size Inch Metric A B Load Lbs. Length
1/2 3/8 8mm or 10mm 3'/a 25/e 400 11
3/4 3/8 8mm or 10mm 3'/8 2'/2 400 11
1 3/8 8mm or 10mm 3'/8 25/a 400 12
1'/. 3/8 8mm or 10mm 3'/, 2'/8 400 13
1'/z 3/8 8mm or 10mm 3'/a 2'/8 400 14
2 3/8 8mm or 10mm 4'/z 3 400 15
2'/z 3/8 10mm 55/a 4'/a 600 27
3 3/8 10mm 5'/a 4 600 29
3'/z 3/8 10mm 7'/a 5'/. 600 34
4 3/8 10mm 7'!8 5 1000 35
5 1/2 12mm 9'!a 6'/. 1250 66
6 1/2 12mm 10'/B 6'/. 1250 73
8 1/2 12mm 13'/a 8'/, 1250 136
Office/Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 951 J37.5599 • fax: 951 J37.0330
Customer Service • 800.786.5266
www.tnlco.com
Fig. 6 - Riser Clamp
Fig. 6F - Felt Lined Riser Clamp
Fig. 6PVC - PVC Coated Riser Clamp
Size Range —(Fig. 6) 1/2" thru 20" pipe
(Fig. 6F) 1/2" thru 2'/2" copper tubing
(Fig. 6PVC) 1/2" thru 6" pipe
Material — Carbon Steel
Insulation Material —(Fig. 6F) 3/16" felt.
Function — Used for supporting vertical piping.
Approvals — Underwriters' Laboratories Listed in the USA (UL), Canada
(cUL) 1/2" - 8". Factory Mutual Engineering Approved, 3/4" thru 8".
Conforms to Federal Specification W1N-H-171 E, Type 8, 3/4" thru 20" and
Manufacturers Standardization Society SP-69, Type 8.
Maximum Temperature — 650°F
Finish — Plain
Note — Available in Electro-Galvanized and HDG finish or Stainless Steel
materials.
Order By —(Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper
tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory.
Pipe
Size
1/2
3/4
1
1 � �9
1'/z
2
2'/Z
3
3'/�
4
5
6
8
10
12
14
16
18
20
A
9'/,
9'/.
9°/�e
9"/
,e
1 O'IB
1 �'��
11
12
13
13'/z
14'/,
15'/,
18Yz
20'/.
22��a
24
26
28
30
��
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�'.
;= -
B
1/2
1/2
1/2
1/2
1/2
1 /2
5/8
5/8
5/8
3/4
3!4
7/8
1
1
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11 /8
1'/.
13/8
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Fig. 6PVC ���
Fig. 6F
Dimensions • Weights
C
1 Va
1'/e
1'/.
1'/8
1'/,
2
2'!.
3
3'/.
3'/e
4'/a
4'/,
5'/.
7'1.
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9
10'/.
11 YZ
12'/�
Bolt Size
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
1/2
1/2
1/2
1/2
5/8
5/8
5/8
5/8
3/4
3/4
3/4
Max. Rec.
Load Lbs.
255
255
255
255
255
255
390
530
670
810
1160
1570
2500
2500
2700
2700
2900
2900
2900
Office/Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 951.737.5599 • Fax: 951.737.0330
Custamer Service • 800.786.5266
www.tnlca.com
Approx.
Wt./100
144
144
147
150
153
165
228
246
264
347
385
1017
1138
1759
1922
3245
3372
3499
33
Fig. 98 - Rod Stiffener
Size Range — Secures 3/8" thru 7/8" hanger rod
Material — Carbon Steel
Function — Secures channel to hanger rod for vertical seismic bracing.
Finish — Electro Ga�vanized
Note — Available in HDG finish or Stainless Steel materials.
Order By — Figure number
Fig. 99 - All Thread Rod Cut to Length
Size Range — Secures 3/8" thru 7/8" rod in
1" increments
Material — Carbon Steel
Maximum Temperature — 750°F
Finish — Plain
Note — Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By — Figure number, rod diameter, rod
length and finish
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Dimensions • Weights
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
Fig. 100 - All Thread Rod Full Lengths
Size Range — Secures 3/8" thru 7/8" rod in
10' lengths
Material — Carbon Steel
Maximum Temperature — 750°F
Finish — Plain
Note — Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Order By — Figure number, rod diameter
and finish
I �2
Dimensions • Weights
Max Rec. Load Lbs.
Rod For Service Temps Approx.
Size 650°F 750°F Wt./100
1 /4 240 215 12
3/8 610 540 29
1/2 1130 1010 53
5/8 1810 1610 84
3/4 2710 2420 123
7/8 3770 3360 169
1 4960 4420 222
1'/. 8000 7140 360
1'/2 11630 10370 510
Office/Manutacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 951.737.5599 • Fax: 951.737.0330
Customer Service • 800.78fi.5266
www.tolco.com
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HRS SYSTEMS, INC
4792 LAVISTA ROAD
TUCKER, GA 30084
HYDRAULIC CALCULATIONS FOR
RAMSHORN CONDIMINIUMS
416 VAIL VALLEY DRIVE
VAIL, CO
DRAWING NUMBER: FP6 DATE: MAR 12, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: CORRIDOR
OCCUPANCY CLASSIFICATION: LIGHT HAZARD (CORRZDOR)
DENSITY: .10 gpm/sq. ft.
AREA OF APPLICATION: 335 sq. ft.
COVERAGE PER SPRINKLER: sq. ft.
TYPE OF SPRINKLERS CALCULATED: VIKING VK462 5.6K QR CONC. PENDENTS
NUMBER OF SPRINKLERS CALCULATED: 6
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 195.9 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 95.9 gpm @ 59.5 psi
TYPE OF SYSTEM: WET
*VOLUME OF DRY OR PREACTION SYSTEM:
*DETAILS:
WATER SUPPLY
Source: PUBLIC WATER MAIN Test Date: Test By:
Location:
Static: 130 psi Residual: 125 psi Flow: 3915 psi
Source Elevation Relative to Finished Flow Level: 0 ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288-3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
� 1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS�HASS80\RAMSHORN REMOTE AREA #1.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPI1) (PSI)
SOURCE 130.0 125.0 3415.0 130.0 195.9 55.3
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 195.9 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 95.9 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
1 53.3
2 54.3
3 53.3
4 54.3
4A 54.3
5 53.3
6 54.3
7 53.3
8 54.3
9 53.3
10 54.3
11 53.3
12 54.3
13 54.3
14 59.3
15 42.9
16 42.9
17 29.0
18 29.0
19 17.8
20 17.8
21 9.0
22 9.0
TOR 9.0
BFD 3.0
BFS 3.0
BOR 1.0
UG1 1.0
SOURCE 0.0
NODE TYPE PRESSURE DISCHARGE
(PSI) (GPM)
K= 5.60 7.0 14.8
- - - - 6.8 - - -
K= 5.60 7.3 15.2
- - - - 7.4 - - -
- - - - 8.3 - - -
K= 5.60 8.0 15.9
- - - - 8.3 - - -
K= 5.60 8.2 16.1
- - - - 8.5 - - -
K= 5.60 8.9 16.7
- - - - 9.3 - - -
K= 5.60 9.4 17.2
- - - - 9.9 - - -
- - - - 11.3 - - -
- - - - 12.6 - - -
- - - - 18.7 - - -
- - - - 19.1 - - -
- - - - 26.3 - - -
- - - - 26.7 - - -
- - - - 31.7 - - -
- - - - 32.8 - - -
- - - - 36.9 - - -
- - - - 37.7 - - -
- - - - 37.9 - - -
- - - - 40.6 - - -
- - - - 53.6 - - -
- - - - 54.5 - - -
- - - - 54.7 - - -
SOURCE 55.3 95.9
� }
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
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) FL/FT (PSI)
Pipe: 1 -19.8 1.083 PL 1.00 PF 0.2
1 53.3 5.6 7.0 14.8 5.2 120 FTG E PE -0.4
2 54.3 0.0 6.8 0.0 0.069 TL 3.34 PV
Pipe: 2 -14.8 1.083 PL 9.33 PF 0.6
2 54.3 0.0 6.8 0.0 5.2 120 FTG ---- PE 0.0
4 54.3 0.0 7.4 0.0 0.064 TL 9.33 PV
Pipe: 3 -15.2 1.083 PL 1.00 PF 0.5
3 53.3 5.6 7.3 15.2 5.3 120 FTG T PE -0.4
4 54.3 0.0 7.4 0.0 0.067 TL 6.84 PV
Pipe: 4 -30.0 1.918 PL 7.83 PF 0.9
4 59.3 0.0 7.4 0.0 6.1 120 FTG T PE 0.0
4A 54.3 0.0 8.3 0.0 0.063 TL 14.68 PV
Pipe: 5 -30.0 2.203 PL 5.66 PF 0.0
4A 59.3 0.0 8.3 0.0 2.5 120 FTG ---- PE 0.0
6 59.3 0.0 8.3 0.0 0.007 TL 5.66 PV
Pipe: 6 -15.9 1.083 PL 1.83 PF 0.7
5 53.3 5.6 8.0 15.9 5.5 120 FTG ET PE -0.9
6 59.3 0.0 8.3 0.0 0.073 TL 10.01 PV
Pipe: 7 -45.9 2.203 PL 12.50 PF 0.2
6 54.3 0.0 8.3 0.0 3.9 120 FTG ---- PE 0.0
8 54.3 0.0 8.5 0.0 0.016 TL 12.50 PV
Pipe: 8 -16.1 1.083 PL 1.83 PF 0.7
7 53.3 5.6 8.2 16.1 5.6 120 FTG ET PE -0.4
8 59.3 0.0 8.5 0.0 0.079 TL 10.01 PV
Pipe: 9 -61.9 2.203 PL 15.17 PF 0.7
8 54.3 0.0 8.5 0.0 5.2 120 FTG 2E PE 0.0
10 54.3 0.0 9.3 0.0 0.028 TL 26.05 PV
Pipe: 10 -16.7 1.083 PL 1.83 PF 0.8
9 53.3 5.6 8.9 16.7 5.8 120 FTG ET PE -0.9
10 54.3 0.0 9.3 0.0 0.080 TL 10.01 PV
Pipe: 11 -78.7 2.203 PL 13.00 PF 0.6
10 54.3 0.0 9.3 0.0 6.6 120 FTG ---- PE 0.0
12 54.3 0.0 9.9 0.0 0.044 TL 13.00 PV
Pipe: 12 -17.2 1.083 PL 1.83 PF 0.8
11 53.3 5.6 9.4 17.2 6.0 120 FTG ET PE -0.4
12 54.3 0.0 9.9 0.0 0.084 TL 10.01 PV
. 1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 -95.9 2.203 PL 6.91 PF 1.9
12 59.3 0.0 9.9 0.0 8.1 120 FTG 2ET PE 0.0
13 54.3 0.0 11.3 0.0 0.069 TL 22.73 PV
Pipe: 14 -95.9 2.203 PL 9.50 PF 1.3
13 59.3 0.0 11.3 0.0 8.1 120 FTG 3E PE 0.0
14 54.3 0.0 12.6 0.0 0.069 TL 20.82 PV
Pipe: 15 -95.9 2.203 PL 11.42 PF 1.1
14 59.3 0.0 12.6 0.0 8.1 120 FTG E PE 4.9
15 42.9 0.0 18.7 0.0 0.069 TL 16.86 PV
Pipe: 16 -95.9 2.203 PL 1.33 PF 0.4
15 92.9 0.0 18.7 0.0 8.1 120 FTG E PE 0.0
16 42.9 0.0 19.1 0.0 0.069 TL 6.77 PV
Pipe: 17 -95.9 2.203 PL 13.91 PF 1.2
16 42.9 0.0 19.1 0.0 8.1 120 FTG E PE 6.0
17 29.0 0.0 26.3 0.0 0.064 TL 19.35 PV
Pipe: 18 -95.9 3.340 PL 17.75 PF 0.3
17 29.0 0.0 26.3 0.0 3.5 120 FTG 2E PE 0.0
18 29.0 0.0 26.7 0.0 0.008 TL 38.93 PV
Pipe: 19 -95.9 3.340 PL 11.25 PF 0.2
18 29.0 0.0 26.7 0.0 3.5 120 FTG E PE 4.8
19 17.8 0.0 31.7 0.0 0.008 TL 21.84 PV
Pipe: 20 -95.9 3.340 PL 73.90 PF 1.1
19 17.8 0.0 31.7 0.0 3.5 120 FTG 6E PE 0.0
20 17.8 0.0 32.8 0.0 0.008 TL 136.94 PV
Pipe: 21 -95.9 3.340 PL 14.00 PF 0.2
20 17.8 0.0 32.8 0.0 3.5 120 FTG E PE 3.8
21 9.0 0.0 36.9 0.0 0.008 TL 24.59 PV
Pipe: 22 -95.9 3.340 PL 60.24 PF 0.9
21 9.0 0.0 36.9 0.0 3.5 120 FTG 4E PE 0.0
22 9.0 0.0 37.7 0.0 0.008 TL 102.60 PV
Pipe: 23 -95.9 3.340 PL 12.16 PF 0.2
22 9.0 0.0 37.7 0.0 3.5 120 FTG E PE 0.0
TOR 9.0 0.0 37.9 0.0 0.008 TL 22.75 PV
Pipe: 29 -95.9 4.310 PL 7.00 PF 0.0
TOR 9.0 0.0 37.9 0.0 2.1 120 FTG ---- PE 2.6
BFD 3.0 0.0 40.6 0.0 0.002 TL 7.00 PV
Pipe: 25 FIXED PRESSURE LOSS DEVICE
BFS 3.0 0.0 53.6 0.0 13.0 psi, 95.9 gpm
BFD 3.0 0.0 40.6 0.0
� �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page S
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #l.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (pSI)
Pipe: 26 -95.9 4.220 PL 2.00 PF 0.0
BFS 3.0 0.0 53.6 0.0 2.2 140 FTG E PE 0.9
BOR 1.0 0.0 59.5 0.0 0.002 TL 19.00 PV
Pipe: 26A -95.9 4.220 PL 92.00 PF 0.3
BOR 1.0 0.0 54.5 0.0 2.2 190 FTG 9ET PE 0.0
UG1 1.0 0.0 54.7 0.0 0.002 TL 144.00 PV
Pipe: 27 -95.9 6.280 PL 224.00 PF 0.1
UG1 1.0 0.0 59.7 0.0 1.0 140 FTG 5E PE 0.4
SOURCE 0.0 SRCE 55.3 (N/A) 0.000 TL 339.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.055 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 8.1 ft/sec at pipe 17.
(4) PIPE FZTTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee
1.083 2.34 5.84 2.34 5.89 7.01 1.17 11.68 11.68 5.84
1.418 3.42 6.85 2.28 7.99 6.85 1.14 11.41 11.41 6.85
PAGE: D MATERZAL: DIRON HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee
4.220 17.00 39.00 10.00 37.00 20.00 3.00 34.00
6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00
� �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #l.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G
E11 Tee
2.203 5.49 5.44 0.00 0.00 0.00 0.00
3.390 10.59 22.69 0.00 0.00 0.00 0.00
9.310 12.55 12.55 0.00 0.00 0.00 0.00
A D
0.00 0.00
0.00 0.00
0.00 0.00
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Fage 7
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #1.SDF
JOB TITLE: RAMSHORN REMOTE AREA #1 CORRIDOR
WATER SUPPLY CURVE
P
R
E
S
S
U
R
E
(
P
S
I
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132+
0\\\\\\\\\\\\\\\\\\\\\\\\
I \\\\\\\\\\\\\\\\\\\\\\\\
I 125.0 psi @ 3415 gpm-> *
121+ Flow Test Point
I
I
I
110+
I
I
I
99+
I
I
I
88+
I
I
I
77+
I
I
I
66+
I
I
I
55X
I
I
I
44+
I
I
I
33+
I
I
I--------___----________
22+ LEGEND "
I"
� X= Required Water Supply "
I 55.28 psi @ 195.9 gpm "
11 + ��
� 0= Available Water Supply "
� 129.97 psi @ 195.9 gpm "
I "
0++-+---+----+-----+------+--------+--------+---------+-----------+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)
� �
I-iRS SYSTEMS, INC
9792 LAVISTA ROAD
TUCKER, GA 30089
HYDRAULIC CALCULATIONS FOR
RAMSHORN CONDIMINIUMS
416 VAIL VALLEY DRIVE
VAIL, CO
DRAWING NUMBER: FP1 DATE: MAR 12, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: EMPLOYEE HOUSING BDRMS
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: .10 gpm/sq. ft.
AREA OF APPLICATION: 335 sq. ft.
COVERAGE PER SPRINKLER: 256 sq. ft.
TYPE OF SPRINKLERS CALCULATED: VIKING VK956 4.9K RES. CONC. PENDENTS
NUMBER OF SPRINKLERS CALCULATED: 4
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 207.1 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 107.1 gpm @ 65.6 psi
TYPE OF SYSTEM: WET
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS:
WATER SUPPLY
Source: PUBLIC WATER MAIN Test Date: Test By:
Location:
Static: 130 psi Residual: 125 psi Flow: 3415 psi
Source Elevation Relative to Finished Flow Level: 0 ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288-3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
, �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF
JOB TITLE: RAMSHORN REMOTE AREA #2
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 130.0 125.0 3415.0 130.0 207.1 66.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 207.1 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 107.1 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
23 3.8
24 9.8
25 3.8
26 4.8
27 3.8
28 9.8
29 3.8
30 4.8
31 9.8
32 4.8
33 4.8
33A 4.8
33B 4.8
35 9.0
40 9.0
57 9.0
TOR 9.0
BFD 3.0
BFS 3.0
BOR 1.0
UG1 1.0
SOURCE 0.0
NODE TYPE PRESSURE DISCHARGE
(PSI) (GPM)
K= 9.90 28.9 26.3
- - - - 29.9 - - -
K= 4.90 32.1 27.8
- - - - 32.3 - - -
K= 4.90 31.2 27.4
- - - - 33.5 - - -
K= 4.90 27.3 25.6
- - - - 28.5 - - -
- - - - 33.8 - - -
- - - - 34.0 - - -
- - - - 97.4 - - -
- - - - 48.5 - - -
- - - - 48.5 - - -
- - - - 48.6 - - -
- - - - 47.0 - - -
- - - - 97.9 - - -
- - - - 49.1 - - -
- - - - 51.7 - - -
- - - - 64.7 - - -
- - - - 65.6 - - -
- - - - 66.0 - - -
SOURCE 66.5 107.1
. �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF
JOB TITLE: RAMSHORN REMOTE AREA #2
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) FL/FT (PSI)
Pipe: 1 -26.3 0.811 PL 1.00 PF 1.5
23 3.8 4.9 28.9 26.3 16.3 150 FTG E PE -0.4
29 9.8 0.0 29.9 0.0 0.501 TL 3.00 PV
Pipe: 2 -26.3 1.055 PL 16.75 PF 3.9
29 4.8 0.0 29.9 0.0 9.7 150 FTG ET PE 0.0
31 4.8 0.0 33.8 0.0 0.139 TL 27.75 PV
Pipe: 3 -27.8 1.055 PL 1.00 PF 0.6
25 3.8 9.9 32.1 27.8 10.2 150 FTG E PE -0.4
26 9.8 0.0 32.3 0.0 0.159 TL 4.00 PV
Pipe: 4 -27.8 1.055 PL 8.00 PF 1.2
26 9.8 0.0 32.3 0.0 10.2 150 FTG ---- PE 0.0
28 4.8 0.0 33.5 0.0 0.159 TL 8.00 PV
Pipe: 5 -27.4 0.811 PL 1.00 PF 2.7
27 3.8 4.9 31.2 27.4 17.0 150 FTG T PE -0.4
28 9.8 0.0 33.5 0.0 0.539 TL 5.00 PV
Pipe: 6 -55.2 1.291 PL 1.33 PF 0.3
28 9.8 0.0 33.5 0.0 13.5 150 FTG ---- PE 0.0
31 9.8 0.0 33.8 0.0 0.205 TL 1.33 PV
Pipe: 7 -25.6 1.055 PL 4.08 PF 1.6
29 3.8 9.9 27.3 25.6 9.9 150 FTG T PE -0.9
30 4.8 0.0 28.5 0.0 0.132 TL 12.08 PV
Pipe: 8 -25.6 0.811 PL 7.58 PF 5.5
30 4.8 0.0 28.5 0.0 15.9 150 FTG T PE 0.0
32 4.8 0.0 34.0 0.0 0.476 TL 11.58 PV
Pipe: 9 -81.5 1.527 PL 1.00 PF 0.2
31 4.8 0.0 33.8 0.0 14.3 150 FTG ---- PE 0.0
32 9.8 0.0 34.0 0.0 0.186 TL 1.00 PV
Pipe: 10 -107.1 1.527 PL 25.42 PF 13.4
32 4.8 0.0 34.0 0.0 18.8 150 FTG 2T PE 0.0
33 9.8 0.0 97.4 0.0 0.308 TL 43.92 PV
Pipe: 11 -107.1 2.009 PL 13.66 PF 1.1
33 4.8 0.0 97.4 0.0 10.8 150 FTG ---- PE 0.0
33A 4.8 0.0 48.5 0.0 0.081 TL 13.66 PV
Pipe: 12 0.0 2.123 PL 1.42 PF 0.0
33A 4.6 0.0 48.5 0.0 0.0 120 FTG ---- PE 0.0
33B 4.8 0.0 48.5 0.0 0.000 TL 1.42 PV
, �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF
JOB TITLE: RAMSHORN REMOTE AREA #2
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 -107.1 3.390 PL 11.58 PF 0.4
33A 9.8 0.0 98.5 0.0 3.9 120 FTG T PE -1.8
90 9.0 0.0 47.0 0.0 0.010 TL 39.27 PV
Pipe: 14 -107.1 3.340 PL 28.42 PF 0.9
40 9.0 0.0 47.0 0.0 3.9 120 FTG E2T PE 0.0
57 9.0 0.0 47.9 0.0 0.010 TL 89.39 PV
Pipe: 15 -107.1 3.390 PL 13.58 PF 0.7
57 9.0 0.0 97.9 0.0 3.9 120 FTG 3ET PE 0.0
35 9.0 0.0 98.6 0.0 0.010 TL 68.09 Pv
Pipe: 16 -107.1 3.340 PL 3.58 PF 0.5
35 9.0 0.0 48.6 0.0 3.9 120 FTG 2ET PE 0.0
TOR 9.0 0.0 49.1 0.0 0.010 TL 47.95 PV
Pipe: 17 -107.1 9.310 PL 7.00 PF 0.0
TOR 9.0 0.0 49.1 0.0 2.4 120 FTG ---- PE 2.6
BFD 3.0 0.0 51.7 0.0 0.003 TL 7.00 PV
Pipe: 18 FIXED PRESSURE LOSS DEVICE
BFS 3.0 0.0 69.7 0.0 13.0 psi, 107.1 gpm
BFD 3.0 0.0 51.7 0.0
Pipe: 19 -107.1 4.310 PL 2.00 PF 0.0
BFS 3.0 0.0 64.7 0.0 2.4 120 FTG E PE 0.9
BOR 1.0 0.0 65.6 0.0 0.003 TL 19.55 PV
Pipe: 20 -107.1 4.220 PL 42.00 PF 0.4
BOR 1.0 0.0 65.6 0.0 2.5 140 FTG 9ET PE 0.0
UG1 1.0 0.0 66.0 0.0 0.002 TL 149.00 PV
Pipe: 21 -107.1 6.280 PL 224.00 PF 0.1
UG1 1.0 0.0 66.0 0.0 1.1 190 FTG 5E PE 0.4
SOURCE 0.0 SRCE 66.5 (N/A) 0.000 TL 334.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(2) The system has been calculated to provide an average
imbalance at each node of 0.004 gpm and a maximum
imbalance at any node of 0.080 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 18.8 ft/sec at pipe 10.
, , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF
JOB TITLE: RAMSHORN REMOTE AREA #2
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee
2.123 5.70 11.39 3.42 12.53 6.83 1.14 11.39 11.39 11.39
PAGE: D MATERIAL: DIRON HWC: 190
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee
9.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00
6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee
3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PAGE: M MATERIAL: CT-M HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T F R C S G N
E11 Tee 95-E11 TeeRun Couplg SwgChk GatVlv NPTee
0.811 2.00 4.00 0.00 1.00 0.00 0.00 0.00 4.00
1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00
1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00
1.527 5.00 9.00 2.00 3.00 0.50 11.00 0.00 9.00
2.009 7.00 13.00 3.00 5.00 0.50 14.00 1.00 13.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS�HASS80\RAMSHORN REMOTE AREA #2.SDF
JOB TITLE: RAMSHORN REMOTE AREA #2
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SPRINKLER SYSTEM fiYDRAULIC ANALYSIS Page 7
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #2.SDF
JOB TITLE: RAMSHORN REMOTE AREA #2
WATER SUPPLY CORVE
P
R
E
S
S
U
R
E
(
P
S
I
)
132+
0\\\\\\\\\\\\\\\\\\\\\\\\
I \\\\\\\\\\\\\\\\\\\\\\\\
I 125.0 psi @ 3415 gpm-> *
121+ Flow Test Point
I
I
I
110+
I
I
I
99+
I
I
I
88+
I
I
I
77+
I
I
I
66X
I
I
I
55+
I
I
I
44+
I
I
I
33+
I
I
1=====-----------_-----------
22+ LEGEND "
� �,
� X= Required Water Supply "
� 66.51 psi @ 207.1 gpm "
11+ "
� 0= Available Water Supply "
� 129.97 psi @ 207.1 gpm „
� ��
0++-+---+----+-----+------+--------+--------+---------+-----------+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)
.
HRS SYSTEI�IS, INC
9792 LAVISTA ROAD
TUCKER, GA 30084
HYDRAULIC CALCULATIONS FOR
RAMSHORN CONDIMINIUMS
416 VAIL VALLEY DRIVE
VAIL, CO
DRAWING NUMBER: FP2 DATE: MAR 12, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: 3 REMOTE AREA LOCATION: EAST BASEMENT
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD
DENSITY: .2 gpm/sq. ft.
AREA OF APPLICATION: 1543 sq. ft.
COVERAGE PER SPRINKLER: 156 sq. ft.
TYPE OF SPRINKLERS CALCULATED: VIKING VK962 5.6K QR CONC. PEND.
NUMBER OF SPRINKLERS CALCULATED: 20
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 718.7 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 618.7 gpm @ 69.3 psi
TYPE OF SYSTEM: WET
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS:
WATER SUPPLY
Source: PUBLIC WATER Test Date: Test By:
Location:
Static: 130 psi Residual: 125 psi Flow: 3415 psi
Source Elevation Relative to Finished Flow Level: 0 ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288-3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30089 USA.
(Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS�HASS80�RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GFM) (PSI)
SOURCE 130.0 125.0 3415.0 129.7 718.7 82.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 718.7 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 618.7 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
35 10.0
36 9.0
37 9.0
38 10.0
39 10.0
40 10.0
41 9.0
42 10.0
93 10.0
44 9.0
45 10.0
46 9.0
47 10.0
98 9.0
49 10.0
50 9.0
51 10.0
52 9.0
53 10.0
54 10.0
55 9.0
56 10.0
57 10.0
58 9.0
59 10.0
60 9.0
61 9.0
62 10.0
63 10.0
69 9.0
65 9.0
66 10.0
67 9.0
68 10.0
NODE TYPE PRESSURE DISCHARGE
(PSI) (GPM)
- - - - 45.7 - - -
K= 5.60 30.6 31.0
K= 5.60 32.6 32.0
- - - - 34.0 - - -
- - - - 36.0 - - -
- - - - 36.1 - - -
K= 5.60 39.2 32.7
- - - - 36.1 - - -
- - - - 36.9 - - -
K= 5.60 34.6 33.0
- - - - 36.1 - - -
K= 5.60 34.9 33.1
- - - - 36.4 - - -
K= 5.60 24.2 27.6
- - - - 29.5 - - -
K= 5.60 25.8 28.5
- - - - 26.9 - - -
K= 5.60 27.1 29.1
- - - - 28.2 - - -
- - - - 36.5 - - -
K= 5.60 35.1 33.2
- - - - 36.6 - - -
- - - - 41.4 - - -
K= 5.60 38.6 34.8
- - - - 43.1 - - -
K= 5.60 92.0 36.3
K= 5.60 40.5 35.6
- - - - 42.3 - - -
- - - - 90.2 - - -
K= 5.60 35.0 33.1
K= 5.60 38.0 34.5
- - - - 39.6 - - -
K= 5.60 36.0 33.6
- - - - 38.6 - - -
' , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/12/20100GR.AM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
69
69A
70
70A
71
71A
72
72A
73
73A
73B
74A
75A
76A
77A
TOR
BFD
BFS
BOR
UG1
SOURCE
9.0
9.0
10.0
10.0
9.0
9.0
10.0
10.0
10.0
9.0
10.0
10.0
10.0
10.0
10.0
10.0
3.0
3.0
1.0
1.0
0.0
NODE TYPE
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
SOURCE
PRESSURE DISCHARGE
(PSI) (GPM)
19.2
21.6
19.3
21.8
18.4
23.2
18.5
29.1
30.7
26.7
27.0
20.0
22.6
29.1
27.9
51.7
55.2
67.2
69.3
78.5
82.0
29.6
26.0
29.0
27,0
28.9
618.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
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) FL/FT (PSI)
Pipe: 1 -31.0 1.083 PL 12.92 PF 3.8
36 9.0 5.6 30.6 31.0 10.8 120 FTG E PE -0.9
38 10.0 0.0 39.0 0.0 0.251 TL 15.26 PV
Pipe: 2 -32.0 1.083 PL 1.00 PF 1.8
37 9.0 5.6 32.6 32.0 11.1 120 FTG T PE -0.4
38 10.0 0.0 39.0 0.0 0.266 TL 6.84 PV
Pipe: 3 -63.0 1.918 PL 1.08 PF 2.0
38 10.0 0.0 34.0 0.0 12.8 120 FTG T PE 0.0
39 10.0 0.0 36.0 0.0 0.250 TL 7.93 PV
Pipe: 4 -63.0 3.340 PL 4.58 PF 0.1
39 10.0 0.0 36.0 0.0 2.3 120 FTG T PE 0.0
40 10.0 0.0 36.1 0.0 0.004 TL 27.27 PV
Pipe: 5 -63.0 3.340 PL 3.42 PF 0.0
40 10.0 0.0 36.1 0.0 2.3 120 FTG ---- PE 0.0
42 10.0 0.0 36.1 0.0 0.004 TL 3.42 PV
Pipe: 6 -32.7 1.083 PL 2.83 PF 2.4
41 9.0 5.6 34.2 32.7 11.4 120 FTG T PE -0.9
42 10.0 0.0 36.1 0.0 0.277 TL 8.67 PV
Pipe: 7 -95.7 3.390 PL 6.33 PF 0.2
92 10.0 0.0 36.1 0.0 3.5 120 FTG T PE 0.0
43 10.0 0.0 36.4 0.0 0.008 TL 29.02 PV
Pipe: 8 -33.0 1.083 PL 1.00 PF 1.9
44 9.0 5.6 34.6 33.0 11.5 120 FTG T PE -0.9
45 10.0 0.0 36.1 0.0 0.281 TL 6.84 PV
Pipe: 9 -33.0 1.418 PL 3.25 PF 0.2
45 10.0 0.0 36.1 0.0 6.7 120 FTG ---- PE 0.0
93 10.0 0.0 36.4 0.0 0.076 TL 3.25 PV
Pipe: 10 -128.7 3.340 PL 4.16 PF 0.1
43 10.0 0.0 36.4 0.0 4.7 120 FTG ---- PE 0.0
47 10.0 0.0 36.4 0.0 0.014 TL 4.16 PV
Pipe: 11 -33.1 1.083 PL 1.00 PF 1.9
46 9.0 5.6 39.9 33.1 11.5 120 FTG T PE -0.4
47 10.0 0.0 36.4 0.0 0.283 TL 6.89 PV
Pipe: 12 -161.8 3.390 PL 3.75 PF 0.1
97 10.0 0.0 36.4 0.0 5.9 120 FTG ---- PE 0.0
59 10.0 0.0 36.5 0.0 0.022 TL 3.75 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS�HRSS80\RAMSHORN REMOTF AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 -27.6 1.083 PL 1.00 PF 0.7
48 9.0 5.6 24.2 27.6 9.6 120 FTG E PE -0.9
99 10.0 0.0 29.5 0.0 0.202 TL 3.34 PV
Pipe: 14 -27.6 1.083 PL 12.00 PF 2.4
99 10.0 0.0 24.5 0.0 9.6 120 FTG ---- PE 0.0
S1 10.0 0.0 26.9 0.0 0.202 TL 12.00 PV
Pipe: 15 -28.5 1.083 PL 1.00 PF 1.5
50 9.0 5.6 25.8 28.5 9.9 120 FTG T PE -0.9
51 10.0 0.0 26.9 0.0 0.214 TL 6.89 PV
Pipe: 16 -56.0 1.418 PL 9.33 PF 2.3
51 10.0 0.0 26.9 0.0 11.4 120 FTG T PE 0.0
76A 10.0 0.0 29.1 0.0 0.202 TL 11.18 PV
Pipe: 17 -29.1 1.083 PL 1.00 PF 1.5
52 9.0 5.6 27.1 29.1 10.1 120 FTG T PE -0.4
53 10.0 0.0 28.2 0.0 0.223 TL 6.89 PV
Pipe: 18 -29.1 1.083 PL 4.33 PF 1.0
53 10.0 0.0 28.2 0.0 10.1 120 FTG ---- PE 0.0
76A 10.0 0.0 29.1 0.0 0.223 TL 9.33 PV
Pipe: 19 -85.2 1.418 PL 3.66 PF 1.6
76A 10.0 0.0 29.1 0.0 17.3 120 FTG ---- PE 0.0
73 10.0 0.0 30.7 0.0 0.437 TL 3.66 PV
Pipe: 20 -215.7 2.203 PL 14.83 PF 5.8
73 10.0 0.0 30.7 0.0 18.2 120 FTG T PE 0.0
54 10.0 0.0 36.5 0.0 0.285 TL 20.27 PV
Pipe: 21 -29.6 1.083 PL 1.00 PF 0.5
69 9.0 5.6 19.2 24.6 8.6 120 FTG E PE -0.4
70 10.0 0.0 19.3 0.0 0.163 TL 3.34 PV
Pipe: 22 -24.6 1.083 PL 9.33 PF 0.7
70 10.0 0.0 19.3 0.0 8.6 120 FTG ---- PE 0.0
74A 10.0 0.0 20.0 0.0 0.163 TL 4.33 PV
Pipe: 23 -29.0 1.083 PL 1.00 PF 0.5
71 9.0 5.6 18.4 24.0 8.4 120 FTG E PE -0.4
72 10.0 0.0 18.5 0.0 0.156 TL 3.34 PV
Pipe: 24 -29.0 1.083 PL 4.33 PF 1.6
72 10.0 0.0 18.5 0.0 8.4 120 FTG T PE 0.0
74A 10.0 0.0 20.0 0.0 0.156 TL 10.17 PV
Pipe: 25 -48.6 1.418 PL 9.66 PF 2.6
74A 10.0 0.0 20.0 0.0 9.9 120 FTG T PE 0.0
75A 10.0 0.0 22.6 0.0 0.155 TL 16.51 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Fage 6
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 26 -26.0 1.083 PL 1.00 PF 0.6
69A 9.0 5.6 21.6 26.0 9.1 120 FTG E PE -0.4
70A 10.0 0.0 21.8 0.0 0.182 TL 3.39 PV
Pipe: 27 -26.0 1.083 PL 4.33 PF 0.8
70A 10.0 0.0 21.8 0.0 9.1 120 FTG ---- PE 0.0
75A 10.0 0.0 22.6 0.0 0.182 TL 9.33 PV
Pipe: 28 -74.6 1.918 PL 4.33 PF 1.5
75A 10.0 0.0 22.6 0.0 15.2 120 FTG ---- PE 0.0
72A 10.0 0.0 24.1 0.0 0.342 TL 4.33 PV
Pipe: 29 -27.0 1.083 PL 1.00 PF 1.3
71A 9.0 5.6 23.2 27.0 9.4 120 FTG T PE -0.4
72A 10.0 0.0 29.1 0.0 0.199 TL 6.84 PV
Pipe: 30 -101.6 1.654 PL 4.33 PF 3.9
72A 10.0 0.0 29.1 0.0 15.2 120 FTG T PE 0.0
77A 10.0 0.0 27.9 0.0 0.286 TL 13.45 PV
Pipe: 31 -28.9 1.083 PL 1.00 PF 0.7
73A 9.0 5.6 26.7 28.9 10.1 120 FTG E PE -0.4
73B 10.0 0.0 27.0 0.0 0.220 TL 3.34 PV
Pipe: 32 -28.9 1.083 PL 9.33 PF 1.0
73B 10.0 0.0 27.0 0.0 10.1 120 FTG ---- PE 0.0
77A 10.0 0.0 27.9 0.0 0.220 TL 4.33 PV
Pipe: 33 -130.5 1.654 PL 6.16 PF 2.8
77A 10.0 0.0 27.9 0.0 19.5 120 FTG ---- PE 0.0
73 10.0 0.0 30.7 0.0 0.455 TL 6.16 PV
Pipe: 34 -377.5 3.340 PL 1.00 PF 0.1
59 10.0 0.0 36.5 0.0 13.8 120 FTG ---- PE 0.0
56 10.0 0.0 36.6 0.0 0.106 TL 1.00 Pv
Pipe: 35 -33.2 1.083 PL 1.00 PF 1.9
55 9.0 5.6 35.1 33.2 11.6 120 FTG T PE -0.9
56 10.0 0.0 36.6 0.0 0.284 TL 6.84 PV
Pipe: 36 -410.6 3.340 PL 5.00 PF 4.7
56 10.0 0.0 36.6 0.0 15.0 120 FTG ET PE 0.0
57 10.0 0.0 41.4 0.0 0.124 TL 38.28 PV
Pipe: 36A -495.5 3.340 PL 1.33 PF 1.7
57 10.0 0.0 41.4 0.0 16.3 120 FTG E PE 0.0
59 10.0 0.0 93.1 0.0 0.199 TL 11.92 PV
Pipe: 36B -34.8 1.083 PL 7.83 PF 3.2
58 9.0 5.6 38.6 34.8 12.1 120 FTG E PE -0.4
57 10.0 0.0 41.4 0.0 0.311 TL 10.17 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80�RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 37 -33.6 1.083 PL 2.00 PF 3.0
67 9.0 5.6 36.0 33.6 11.7 120 FTG ET PE -0.9
68 10.0 0.0 38.6 0.0 0.291 TL 10.18 PV
Pipe: 38 -33.6 1.918 PL 10.16 PF 1.1
68 10.0 0.0 38.6 0.0 6.8 120 FTG E PE 0.0
66 10.0 0.0 39.6 0.0 0.078 TL 13.58 PV
Pipe: 39 -34.5 1.083 PL 1.00 PF 2.1
65 9.0 5.6 38.0 34.5 12.0 120 FTG T PE -0.4
66 10.0 0.0 39.6 0.0 0.305 TL 6.84 PV
Pipe: 90 -68.1 1.654 PL 4.33 PF 0.6
66 10.0 0.0 39.6 0.0 10.2 120 FTG ---- PE 0.0
63 10.0 0.0 40.2 0.0 0.137 TL 9.33 PV
Pipe: 41 -33.1 1.083 PL 11.58 PF 5.6
64 9.0 5.6 35.0 33.1 11.5 120 FTG ET PE -0.4
63 10.0 0.0 90.2 0.0 0.289 TL 19.76 PV
Pipe: 42 -101.3 1.654 PL 7.33 PF 2.1
63 10.0 0.0 40.2 0.0 15.1 120 FTG ---- PE 0.0
62 10.0 0.0 92.3 0.0 0.285 TL 7.33 PV
Pipe: 43 -35.6 1.083 PL 1.00 PF 2.2
61 9.0 5.6 40.5 35.6 12.4 120 FTG T PE -0.4
62 10.0 0.0 42.3 0.0 0.324 TL 6.84 PV
Pipe: 49 -136.9 1.654 PL 1.58 PF 0.8
62 10.0 0.0 42.3 0.0 20.4 120 FTG ---- PE 0.0
59 10.0 0.0 43.1 0.0 0.497 TL 1.58 PV
Pipe: 45 -36.3 1.083 PL 4.08 PF 4.1
60 9.0 5.6 42.0 36.3 12.6 120 FTG ET PE -0.4
35 10.0 0.0 95.7 0.0 0.335 TL 12.26 PV
Pipe: 46 -582.9 3.340 PL 10.92 PF 2.6
59 10.0 0.0 93.1 0.0 21.3 120 FTG ---- PE 0.0
35 10.0 0.0 45.7 0.0 0.236 TL 10.92 PV
Pipe: 51 -618.7 3.340 PL 12.16 PF 6.0
35 10.0 0.0 45.7 0.0 22.7 120 FTG E PE 0.0
TOR 10.0 0.0 51.7 0.0 0.264 TL 22.75 PV
Pipe: 52 -618.7 4.310 PL 7.00 PF 0.5
TOR 10.0 0.0 51.7 0.0 13.6 120 FTG ---- PE 3.0
BFD 3.0 0.0 55.2 0.0 0.076 TL 7.00 PV
Pipe: 53 FIXED PRESSURE LOSS DEVICE
BFS 3.0 0.0 67.2 0.0 12.0 psi, 618.6 gpm
BFD 3.0 0.0 55.2 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 54 -618.7 4.220 PL 2.00 PF 1.2
BFS 3.0 0.0 67.2 0.0 14.2 190 FTG E PE 0.9
BOR 1.0 0.0 69.3 0.0 0.064 TL 19.00 PV
Pipe: 54A -618.7 4.220 PL 42.00 PF 9.2
BOR 1.0 0.0 69.3 0.0 19.2 190 FTG 9ET PE 0.0
UG1 1.0 0.0 78.5 0.0 0.064 TL 144.00 PV
Pipe: 55 -618.7 6.280 PL 229.00 PF 3.1
UG1 1.0 0.0 78.5 0.0 6.4 140 FTG 5E PE 0.4
SOURCE 0.0 SRCE 82.0 (N/A) 0.009 TL 334.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.130 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 22.7 ft/sec at pipe 51.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee
1.083 2.34 5.84 2.39 5.89 7.01 1.17 11.68 11.68 5.84
1.418 3.42 6.85 2.28 7.99 6.85 1.14 11.41 11.91 6.85
1.659 4.56 9.12 2.28 10.26 6.84 1.14 11.40 11.40 9.12
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
PAGE: D MATERIAL: DIRON HWC: 190
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee
4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00
6.280 22.00 47.00 19.00 51.00 16.00 5.00 47.00
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee
2.203 5.44 5.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
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DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #3.SDF
JOB TITLE: RAMSHORN REMOTE AREA #3
WATER SUPPLY CURVE
132+
*\\0\\\\\\\\\\\\\\\\\\\\\
I \\\\\\\\\\\\\\\\\\\\\\\\
I 125.0 psi @ 3915 gpm-> *
121+ Flow Test Point
I
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I
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22+ LEGEND "
I"
� X= Required Water Supply "
� 81.98 psi @ 718.7 gpm "
11+ "
� 0= Available Water Supply "
� 129.72 psi @ 718.7 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+-----------+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)
. �
HRS SYSTEMS, INC
4792 LAVISTA ROAD
TUCKER, GA 30084
HYDRAULIC CALCULATIONS FOR
RAMSHORN CONDIMINIUMS
416 VAIL VALLEY DRIVE
VAIL, CO
DRAWING NUMBER: FP3 DATE: MAR 12, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: 4 REMOTE AREA LOCATION: LOBBY AREA
OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY
DENSITY: .1 gpm/sq. ft.
AREA OF APPLICATION: 955 sq. ft.
COVERAGE PER SPRINKLER: 168 sq. ft.
TYPE OF SPRINKLERS CALCULATED: VIKING VK462 5.6K QR CONC. PEND.
NUMBER OF SPRINKLERS CALCULATED: 12
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 388.8 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 288.8 gpm @ 88.9 psi
TYPE OF SYSTEM: WET
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS:
WATER SUPPLY
Source: PUBLIC WATER Test Date: Test By:
Location:
Static: 130 psi Residual: 125 psi Flow: 3415 psi
Source Elevation Relative to Finished Flow Level: 0 ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6045 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288-3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF
JOB TITLE: RAMSHORN REMOTE AREA #9
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 130.0 125.0 3915.0 129.9 388.8 92.4
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 388.8 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 288.8 GPM
NODE ANALYSZS DATA
NODE TAG ELEVATION
(FT)
20 17.8
21 9.0
22 9.0
74 17.8
75 17.8
76 18.8
77 17.8
78 18.8
79 17.8
80 18.8
81 17.8
82 17.8
83 18.8
84 17.8
85 18.8
86 18.8
87 17.8
88 18.8
89 17.8
90 18.8
91 17.8
92 18.8
93 17.8
94 18.8
95 17.8
96 18.8
97 18.8
98 18.8
99 18.8
TOR 9.0
BFD 3.0
BFS 3.0
BOR 1.0
UG1 1.0
NODE TYPE PRESSURE DISCHARGE
(PSI) (GPM)
- - - - 63.2 - - -
- - - - 68.6 - - -
- - - - 73.8 - - -
K= 5.60 9.0 16.8
K= 5.60 9.4 17.2
- - - - 9.5 - - -
K= 5.60 11.7 19.1
- - - - 12.9 - - -
K= 5.60 12.5 19.8
- - - - 13.9 - - -
K= 5.60 14.0 21.0
K= 5.60 14.8 21.5
- - - - 15.2 - - -
K= 5.60 16.2 22.5
- - - - 16.6 - - -
- - - - 17.9 - - -
K= 5.60 18.3 24.0
- - - - 20.5 - - -
K= 5.60 20.2 25.2
- - - - 21.9 - - -
K= 5.60 29.0 30.1
- - - - 30.2 - - -
K= 5.60 32.4 31.9
- - - - 33.6 - - -
K= 5.60 50.1 39.6
- - - - 52.2 - - -
- - - - 52.4 - - -
- - - - 57.0 - - -
- - - - 59.4 - - -
- - - - 75.3 - - -
- - - - 78.0 - - -
- - - - 88.0 - - -
- - - - 88.9 - - -
- - - - 91.2 - - -
• , SPRINKLER SYSTEM HYDRP.ULIC ANALYSIS Page 3
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #9.SDF
JOB TITLE: RAMSHORN REMOTE AREA #9
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
SOURCE 0.0
NODE TYPE
SOURCE
PRESSURE DISCHARGE
(PSI) (GPM)
92.9 288.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF
JOB TITLE: RAMSHORN REMOTE AREA #4
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) FL/FT (PSI)
Pipe: 1 -16.8 1.083 PL 10.50 PF 0.9
74 17.8 5.6 9.0 16.8 5.9 150 FTG 2E PE -0.9
76 18.8 0.0 9.5 0.0 0.053 TL 17.56 PV
Pipe: 2 -17.2 1.083 PL 1.00 PF 0.5
75 17_8 5.6 9.4 17.2 6.0 150 FTG T PE -0.4
76 18.8 0.0 9.5 0.0 0.056 TL 9.83 PV
Pipe: 3 -34.0 1.083 PL 8.42 PF 3.4
76 18.8 0.0 9.5 0.0 11.8 150 FTG T PE 0.0
78 18.8 0.0 12.9 0.0 0.196 TL 17.25 PV
Pipe: 3A -19.1 1.083 PL 5.25 PF 1.7
77 17.8 5.6 11.7 19.1 6.7 150 FTG 3ET PE -0.4
78 18.8 0.0 12.9 0.0 0.068 TL 24.67 PV
Pipe: 5 -53.1 1.418 PL 8.00 PF 1.0
78 18.8 0.0 12.9 0.0 10.8 150 FTG ---- PE 0.0
80 18.8 0.0 13.9 0.0 0.121 TL 8.00 PV
Pipe: 6 -19.8 1.083 PL 5.25 PF 1.8
79 17.8 5.6 12.5 19.8 6.9 150 FTG 3ET PE -0.4
80 18.8 0.0 13.9 0.0 0.072 TL 24.67 PV
Pipe: 7 -72.9 1.918 PL 1.00 PF 3.6
80 18.8 0.0 13.9 0.0 14.8 150 FTG ET PE 0.0
86 18.8 0.0 17.4 0.0 0.217 TL 16.52 PV
Pipe: 8 -21.0 1.083 PL 9.08 PF 1.6
81 17.8 5.6 14.0 21.0 7.3 150 FTG 3E PE -0.4
83 18.8 0.0 15.2 0.0 0.081 TL 19.67 PV
Pipe: 9 -21.5 1.083 PL 1.00 PF 0.8
82 17.8 5.6 14.8 21.5 7.5 150 FTG T PE -0.4
83 18.8 0.0 15.2 0.0 0.085 TL 9.83 PV
Pipe: 10 -42.5 1.418 PL 12.75 PF 1.9
83 18.8 0.0 15.2 0.0 8.6 150 FTG E PE 0.0
85 18.8 0.0 16.6 0.0 0.080 TL 17.92 PV
Pipe: 11 -22.5 1.083 PL 1.00 PF 0.9
84 17.8 5.6 16.2 22.5 7.8 150 FTG T PE -0.4
85 18.8 0.0 16.6 0.0 0.092 TL 9.83 PV
Pipe: 12 -65.1 1.418 PL 9.58 PF 0.8
85 18.8 0.0 16.6 0.0 13.2 150 FTG ---- PE 0.0
86 18.8 0.0 17.9 0.0 0.176 TL 4.58 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #9.SDF
JOB TITLE: RAMSHORN REMOTE AREA #4
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 -137.9 1.659 PL 9.16 PF 3.1
86 18.8 0.0 17.4 0.0 20.6 150 FTG ---- PE 0.0
88 18.8 0.0 20.5 0.0 0.334 TL 9.16 PV
Pipe: 14 -24.0 1.083 PL 9.25 PF 2.6
87 17.8 5.6 18.3 24.0 8.4 150 FTG 2ET PE -0.4
88 18.8 0.0 20.5 0.0 0.103 TL 25.14 PV
Pipe: 15 -161.9 1.654 PL 2.00 PF 0.9
88 18.8 0.0 20.5 0.0 29.2 150 FTG ---- PE 0.0
90 18.8 0.0 21.4 0.0 0.449 TL 2.00 PV
Pipe: 16 -25.2 1.083 PL 1.83 PF 1.6
89 17.8 5.6 20.2 25.2 8.8 150 FTG ET PE -0.4
90 18.8 0.0 21.9 0.0 0.113 TL 14.19 PV
Pipe: 17 -187.1 1.654 PL 8.16 PF 8.8
90 18.8 0.0 21.9 0.0 27.9 150 FTG E PE 0.0
92 18.8 0.0 30.2 0.0 0.587 TL 15.05 PV
Pipe: 18 -30.1 1.083 PL 1.83 PF 1.7
91 17.8 5.6 29.0 30.1 10.5 150 FTG T PE -0.4
92 18.8 0.0 30.2 0.0 0.157 TL 10.66 PV
Pipe: 19 -217.2 1.654 PL 4.92 PF 3.4
92 18.8 0.0 30.2 0.0 32.9 150 FTG ---- PE 0.0
99 18.8 0.0 33.6 0.0 0.773 TL 4.42 PV
Pipe: 20 -31.9 1.083 PL 1.00 PF 1.7
93 17.8 5.6 32.9 31.9 11.1 150 FTG T PE -0.9
94 18.8 0.0 33.6 0.0 0.179 TL 9.83 PV
Pipe: 21 -249.1 1.654 PL 5.00 PF 18.7
94 18.8 0.0 33.6 0.0 37.2 150 FTG T PE 0.0
97 18.8 0.0 52.4 0.0 0.996 TL 18.78 PV
Pipe: 22 -39.6 1.083 PL 1.00 PF 2.6
95 17.8 5.6 50.1 39.6 13.8 150 FTG T PE -0.4
96 18.8 0.0 52.2 0.0 0.261 TL 9.83 PV
Pipe: 23 -39.6 2.203 PL 8.25 PF 0.2
96 18.8 0.0 52.2 0.0 3.3 120 FTG E PE 0.0
97 18.8 0.0 52.4 0.0 0.012 TL 13.69 PV
Pipe: 24 -288.7 2.203 PL 9.08 PF 4.7
97 18.8 0.0 52.4 0.0 29.3 120 FTG T PE 0.0
98 18.8 0.0 57.0 0.0 0.490 TL 9.52 PV
Pipe: 25 -288.7 3.340 PL 4.16 PF 2.4
98 18.8 0.0 57.0 0.0 10.6 120 FTG ET PE 0.0
99 18.8 0.0 59.4 0.0 0.065 TL 37.94 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF
JOB TITLE: RAMSHORN REMOTE AREA #9
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 2E -288.7 3.340 PL 19.92 PF 3.3
99 18.8 0.0 59.4 0.0 10.6 120 FTG 3E PE 0.4
20 17.8 0.0 63.2 0.0 0.065 TL 51.69 Pv
Pipe: 27 -288.7 3.340 PL 14.00 PF 1.6
20 17.8 0.0 63.2 0.0 10.6 120 FTG E PE 3.8
21 9.0 0.0 68.6 0.0 0.065 TL 29.59 PV
Pipe: 28 -288.7 3.340 PL 60.25 PF 5.3
21 9.0 0.0 68.6 0.0 10.6 120 FTG 2E PE 0.0
22 9.0 0.0 73.8 0.0 0.065 TL 81.43 PV
Pipe: 29 -288.7 3.390 PL 12.16 PF 1.5
22 9.0 0.0 73.8 0.0 10.6 120 FTG E PE 0.0
TOR 9.0 0.0 75.3 0.0 0.065 TL 22.75 PV
Pipe: 30 -288.7 4.310 PL 7.00 PF 0.1
TOR 9.0 0.0 75.3 0.0 6.3 120 FTG ---- PE 2.6
BFD 3.0 0.0 78.0 0.0 0.019 TL 7.00 PV
Pipe: 31 FIXED PRESSURE LOSS DEVICE
BFS 3.0 0.0 88.0 0.0 10.0 psi, 288.7 gpm
BFD 3.0 0.0 78.0 0.0
Pipe: 32 -288.7 4.220 PL 2.00 PF 0.0
BFS 3.0 0.0 88.0 0.0 6.6 140 FTG ---- PE 0.9
BOR 1.0 0.0 88.9 0.0 0.016 TL 2.00 PV
Pipe: 32A -288.7 4.220 PL 42.00 PF 2.2
BOR 1.0 0.0 88.9 0.0 6.6 190 FTG 4ET PE 0.0
OG1 1.0 0.0 91.2 0.0 0.016 TL 144.00 PV
Pipe: 33 -288.8 6.280 PL 224.00 PF 0.7
UG1 1.0 0.0 91.2 0.0 3.0 140 FTG 5E PE 0.4
SOURCE 0.0 SRCE 92.4 (N/A) 0.002 TL 334.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37149
(2) The system has been calculated to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.179 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 37.2 ft/sec at pipe 21.
, ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #9.SDF
JOB TITLE: RAMSHORN REMOTE AREA #9
(9) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A
E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk
1.083 2.39 5.84 2.34 5.84 7.01 1.17 11.68
1.418 3.42 6.85 2.28 7.99 6.85 1.14 11.41
1.659 4.56 9.12 2.28 10.26 6.84 1.14 11.40
PAGE: D MATERIAL: DIRON HWC: 190
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
E11 Tee LnqEll ChkVlv BfyVlv GatVlv NPTee
9.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00
6.280 22.00 47.00 19.00 51.00 16.00 5.00 97.00
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G
E11 Tee
2.203 5.99 5.94 0.00 0.00 0.00 0.00
3.340 10.59 22.69 0.00 0.00 0.00 0.00
4.310 12.55 12.55 0.00 0.00 0.00 0.00
D N
DPVlv NPTee
11.68 5.89
11.41 6.85
11.40 9.12
A D
0.00 0.00
0.00 0.00
0.00 0.00
f`i
0.00
0.00
0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #4.SDF
JOB TITLE: RAMSHORN REMOTE AREA #4
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SPRINKLER SYSTEM HYDRAULIC ATJALYSIS r^age 9
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80�RAMSHORN REMOTE AREA #9.SDF
JOB TITLE: RAMSHORN REMOTE AREA #9
WATER SUPPLY CURVE
P
R
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(
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*0\\\\\\\\\\\\\\\\\\\\\\\
I \\\\\\\`,\\\\\\\\\\\\\\\\
� 125.0 psi @ 3415 gpm-> *
121+ Flow Test Point
I
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1______________________________
22+ LEGEND "
� ��
� X= Required Water Supply "
I 92.36 psi @ 388.8 gpm "
11+ "
� 0= Available Water Supply "
� 129.91 psi @ 388.8 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+-----------+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)
HRS SYSTEMS, INC
9792 LAVISTA ROAD
TUCKER, GA 30089
HYDRAULIC CALCULATIONS FOR
RAMSHORN CONDIMINIUMS
416 VAIL VALLEY DRIVE
VAIL, CO
DRAWING NUMBER: FP6 DATE: MAR 12, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: 5 REMOTE AREA LOCATION: SUITE 17
OCCUPANCY CLASSIFICATION: RESIDENTIAL
DENSITY: .10 gpm/sq. ft.
AREA OF APPLICATION: 342 sq. ft.
COVERAGE PER SPRINKLER: 180 sq. ft.
TYPE OF SPRINKLERS CALCULATED: VIKING VK956 RES. CONC. PEND. 4.9K
NUMBER OF SPRINKLERS CALCULATED: 6
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 218.5
FLOW AND PRESSURE (AT BASE OF RISER): 118.5 gpm @
TYPE OF SYSTEM: WET
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS:
WATER SUPPLY
Source: PUBLIC WATER Test Date: Test By:
Location:
Static: 130 psi Residual: 125 psi Flow:
Source Elevation Relative to Finished Flow Level:
gpm
95.1 psi
3915 psi
0 ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6095 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288-3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
, ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5
WATER SUPPLY DATA
SOURCE
NODE
TAG
SOURCE
STATIC RESID. FLOW
PRESS. PRESS. @
(PSI) (PSI) (GPM)
130.0 125.0 3415.0
AGGREGATE FLOW ANALYSIS:
AVAIL. TOTAL REQ'D
PRESS. @ DEMAND PRESS.
(PSI) (GPM) (PSI)
130.0 218.5 96.1
TOTAL FLOW AT SOURCE 218.5 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 118.5 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
13 59.3
19 54.3
15 92.9
16 42.9
17 29.0
18 29.0
19 17.8
20 17.8
21 9.0
22 9.0
100 56.0
100A 57.0
101 56.0
102 57.0
103 56.0
104 57.0
105 53.0
106 54.0
107 54.0
108 53.0
108A 54.0
109 53.0
110 59.0
111 59.3
112 59.3
TOR 9.0
BFD 3.0
BFS 3.0
BOR 1.0
UG1 0.0
SOURCE 0.0
NODE TYPE
K= 4.90
K= 4.90
K= 4.90
K= 4.90
K= 4.90
K= 4.90
SOURCE
PRESSURE DISCHARGE
(PSI) (GPM)
50.1
59.1
59.3
59.5
65.8
66.3
71.4
72.9
77.0
78.3
13.9
19.2
13.5
14.8
16.6
18.3
19.3
21.3
24.4
17.5
18.0
16.9
18.6
40.3
47.2
78.6
81.2
94.2
95.1
96.0
96.1
18.3
18.0
20.0
21.5
20.5
20.2
118.5
I
SPRINKLER SYSTEN HYDRAULIC ANALYSIS Page 3
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS�HASS80\RAMSHORN REMOTE AREA #S.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5
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) FL/FT (PSI)
Pipe: 1 -18.3 0.811 PL 1.00 PF 0.8
100 56.0 9.9 13.9 18.3 11.3 150 FTG E PE -0.4
100A 57.0 0.0 14.2 0.0 0.255 TL 3.00 PV
Pipe: lA -18.3 1.055 PL 8.00 PF 0.6
100A 57.0 0.0 19.2 0.0 6.7 150 FTG ---- PE 0.0
102 57.0 0.0 19.8 0.0 0.071 TL 8.00 PV
Pipe: 2 -18.0 0.811 PL 1.00 PF 1.7
101 56.0 9.9 13.5 18.0 11.2 150 FTG ET PE -0.9
102 57.0 0.0 19.8 0.0 0.248 TL 7.00 PV
Pipe: 3 -36.3 1.055 PL 8.00 PF 3.5
102 57.0 0.0 14.8 0.0 13.3 150 FTG 2E PE 0.0
104 57.0 0.0 18.3 0.0 0.252 TL 14.00 PV
Pipe: 4 -20.0 0.811 PL 1.00 PF 2.1
103 56.0 4.9 16.6 20.0 12.4 150 FTG ET PE -0.4
109 57.0 0.0 18.3 0.0 0.301 TL 7.00 PV
Pipe: 5 -56.3 1.291 PL 8.00 PF 1.7
104 57.0 0.0 18.3 0.0 13.8 150 FTG ---- PE 1.3
106 54.0 0.0 21.3 0.0 0.212 TL 8.00 PV
Pipe: 6 -21.5 0.811 PL 1.00 PF 2.4
105 53.0 4.9 19.3 21.5 13.4 150 FTG ET PE -0.4
106 54.0 0.0 21.3 0.0 0.396 TL 7.00 PV
Pipe: 7 -77.8 1.291 PL 0.83 PF 3.0
106 54.0 0.0 21.3 0.0 19.1 150 FTG T PE 0.0
107 54.0 0.0 24.4 0.0 0.387 TL 7.83 PV
Pipe: 8 -20.5 0.811 PL 1.00 PF 0.9
108 53.0 4.9 17.5 20.5 12.7 150 FTG E PE -0.9
108A 59.0 0.0 18.0 0.0 0.316 TL 3.00 PV
Pipe: 8A -20.5 1.055 PL 7.00 PF 0.6
108A 54.0 0.0 18.0 0.0 7.5 150 FTG ---- PE 0.0
110 54.0 0.0 18.6 0.0 0.088 TL 7.00 PV
Pipe: 9 -20.2 0.811 PL 1.00 PF 2.1
109 53.0 4.9 16.9 20.2 12.5 150 FTG ET PE -0.9
110 54.0 0.0 18.6 0.0 0.306 TL 7.00 PV
Pipe: 10 -40.7 1.055 PL 9.33 PF 5.7
110 54.0 0.0 18.6 0.0 14.9 150 FTG 3E PE 0.0
107 54.0 0.0 24.4 0.0 0.311 TL 18.33 PV
, �
SPRINKLER SYSTEM iIYDRAULIC ANALYSIS Page 9
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #5.SDF
JOB TITLE: RAMSHORN REMOTE AREA #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) FL/FT (PSI)
Pipe: 11 -118.5 1.527 PL 28.16 PF 16.0
107 59.0 0.0 24.9 0.0 20.8 150 FTG 3E PE -0.1
111 59.3 0.0 90.3 0.0 0.372 TL 43.16 PV
Pipe: 12 -118.5 2.203 PL 57.58 PF 7.0
111 59.3 0.0 90.3 0.0 10.0 120 FTG 2ET PE 0.0
112 54.3 0.0 47.2 0.0 0.094 TL 73.90 PV
Pipe: 13 -118.5 2.203 PL 14.16 PF 2.9
112 54.3 0.0 97.2 0.0 10.0 120 FTG 2ET PE 0.0
13 54.3 0.0 50.1 0.0 0.094 TL 30.48 PV
Pipe: 14 -118.5 2.203 PL 4.50 PF 4.0
13 54.3 0.0 50.1 0.0 10.0 120 FTG 7ECB PE 0.0
14 54.3 0.0 54.1 0.0 0.094 TL 42.58 PV
Pipe: 15 -118.5 3.340 PL 11.92 PF 0.3
14 54.3 0.0 54.1 0.0 4.3 120 FTG E PE 9.9
15 92.9 0.0 59.3 0.0 0.012 TL 22.01 PV
Pipe: 16 -118.5 3.340 PL 1.33 PF 0.1
15 42.9 0.0 59.3 0.0 4.3 120 FTG E PE 0.0
16 92.9 0.0 59.5 0.0 0.012 TL 11.92 PV
Pipe: 17 -118.5 3.340 PL 13.92 PF 0.3
16 42.9 0.0 59.5 0.0 4.3 120 FTG E PE 6.0
17 29.0 0.0 65.8 0.0 0.012 TL 29.51 PV
Pipe: 18 -118.5 3.340 PL 17.75 PF 0.5
17 29.0 0.0 65.8 0.0 4.3 120 FTG 2E PE 0.0
18 29.0 0.0 66.3 0.0 0.012 TL 38.93 Pv
Pipe: 19 -118.5 3.390 PL 11.25 PF 0.3
18 29.0 0.0 66.3 0.0 9.3 120 FTG E PE 4.8
19 17.8 0.0 71.4 0.0 0.012 TL 21.84 PV
Pipe: 20 -118.5 3.390 PL 56.16 PF 1.5
19 17.8 0.0 71.4 0.0 4.3 120 FTG 6E PE 0.0
20 17.8 0.0 72.9 0.0 0.012 TL 119.70 PV
Pipe: 21 -118.5 3.340 PL 14.00 PF 0.3
20 17.8 0.0 72.9 0.0 4.3 120 FTG E PE 3.8
21 9.0 0.0 77.0 0.0 0.012 TL 24.59 PV
Pipe: 22 -118.5 3.340 PL 60.24 PF 1.3
21 9.0 0.0 77.0 0.0 9.3 120 FTG 4E PE 0.0
22 9.0 0.0 78.3 0.0 0.012 TL 102.60 PV
Pipe: 23 -118.5 3.390 PL 12.16 PF 0.3
22 9.0 0.0 78.3 0.0 4.3 120 FTG E PE 0.0
TOR 9.0 0.0 78.6 0.0 0.012 TL 22.75 PV
�,
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Paqe 5
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #S.SDF
JOB TITLE: RAMSHORN REMOTE AREA #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) FL/FT (PSI)
Pipe: 24 -118.5 �.310 PL 7.00 PF 0.0
TOR 9.0 0.0 78.6 0.0 2.6 120 FTG ---- PE 2.6
BFD 3.0 0.0 81.2 0.0 0.004 TL 7.00 PV
Pipe: 25 FIXED PRESSURE LOSS DEVICE
BFS 3.0 0.0 94.2 0.0 13.0 psi, 118.5 gpm
BFD 3.0 0.0 81.2 0.0
Pipe: 26 -118.5 4.220 PL 2.00 PF 0.1
BFS 3.0 0.0 99.2 0.0 2.7 140 FTG E PE 0.9
BOR 1.0 0.0 95.1 0.0 0.003 TL 19.00 Pv
Pipe: 26A -118.5 4.220 PL 42.00 PF 0.4
BOR 1.0 0.0 95.1 0.0 2.7 140 FTG 4ET PE 0.4
UG1 0.0 0.0 96.0 0.0 0.003 TL 144.00 PV
Pipe: 27 -118.5 6.280 PL 224.00 PF 0.1
UGl 0.0 0.0 96.0 0.0 1.2 140 FTG 5E PE 0.0
SOURCE 0.0 SRCE 96.1 (N/A) 0.000 TL 334.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(2) The system has been calculated to provide an average
imbalance at each node of 0.003 gpm and a maximum
imbalance at any node of 0.099 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 20.8 ft/sec at pipe 11.
(9) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
.
t
SPRINKLER SYSTEM fiYDRAULIC ANALYSIS Page 6
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #S.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5
PAGE: D MATERIAL: DIRON HWC: 190
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee
4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00
6.280 22.00 47.00 14.00 51.00 16.00 5.00 97.00
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A
E11 Tee
2.203 5.44 5.49 0.00 0.00 0.00 0.00 0.00
3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00
4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00
PAGE: M
Diameter
(in)
0.811
1.055
1.291
1.527
D N
0.00 0.00
0.00 0.00
0.00 0.00
MATERIAL: CT-M HWC: 150
Equivalent Fitting Lengths in Feet
E T F R C S G N
E11 Tee 95-E11 TeeRun Couplg SwgChk GatVlv NPTee
2.00 9.00 0.00 1.00 0.00 0.00 0.00 4.00
3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00
3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00
5.00 9.00 2.00 3.00 0.50 11.00 0.00 9.00
�
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #S.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5
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c� r� � t� w a rx w cn cn a r� w -- s�. m-�+ ..
, 1 .
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #S.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5
WATER SUPPLY CURVE
132+
0\\\\\\\\\\\\\\\\\\\\\\\\
I \\\\\\\\\\\\\\\\\\\\\\\\
I 125.0 psi @ 3415 gpm-> *
121+ Flow Test Point
I
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110+
I
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99+
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22+ LEGEND "
I"
I X= Required Water Supply "
I 96.13 psi @ 218.5 gpm "
11 + ��
I 0= Available Water Supply "
I 129.97 psi @ 218.5 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+-----------+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)
, t ,
HRS SYSTEMS, INC
9792 LAVISTA ROAD
TUCKER, GA 30089
HYDRAULIC CALCULATIONS FOR
RAMSHORN CONDIMINIUMS
416 VAIL VALLEY DRIVE
VAIL,CO
DRAWING NUMBER: FP6 DATE: MAR 3, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: SP REMOTE AREA LOCATION: 4TH FLOOR STANDPIPE
OCCUPANCY CLASSIFICATION:
DENSITY: gpm/sq. ft.
AREA OF APPLICATION: N/A sq. ft.
COVERAGE PER SPRINKLER: sq. ft.
TYPE OF SPRINKLERS CALCULATED: N/A
NUMBER OF SPRINKLERS CALCULATED: N/A
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 500 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 1000 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 500 gpm @ 141.9 psi
TYPE OF SYSTEM: STANDPIPE
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS:
WATER SUPPLY
Source: Test Date: Test By:
Location:
Static: N/A psi Residual: 150 psi Flow: N/A psi
Source Elevation Relative to Finished Flow Level: ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6095 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288/3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
f ,
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF
JOB TITLE: RAMSHORN DRY STANDPIPE REVISED
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (�PM) (PSI) (GPM) (PSI)
SOURCE (N/A) 160.0 (N/A) 160.0 1000.0 141.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1000.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 500.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 500.0 GPM
NODE ANALYSZS DATA
NODE TAG ELEVATION
(FT)
SP1 45.0
SP2 19.0
SP3 19.0
SP4 19.0
SP5 6.0
SOURCE 6.0
NODE TYPE
K=50.00
HOSE STREAM
HOSE STREAM
SOURCE
PRESSURE DISCHARGE
(PSI) (GPM)
100.0 500.0
117.6 - - -
123.2 250.0
132.3 250.0
139.4 - - -
191.9 1000.0
� � �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/3/2010FILES\HRS SYSTEMS�HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF
JOB TITLE: RAMSHORN DRY STANDPIPE REVISED
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) FL/FT (PSI)
Pipe: 1 -500.0 9.310 PL 38.65 PF 6.5
SP1 45.0 50.0 100.0 500.0 11.0 120 FTG 6ET PE 11.3
SP2 19.0 0.0 117.8 0.0 0.051 TL 126.50 PV
Pipe: 2 -500.0 9.310 PL 92.16 PF 5.4
SP2 19.0 0.0 117.8 0.0 11.0 120 FTG 4ET PE 0.0
SP3 19.0 H.S. 123.2 250.0 0.051 TL 104.91 PV
Pipe: 3 -750.0 9.310 PL 95.99 PF 9.1
SP3 19.0 H.S. 123.2 250.0 16.5 120 FTG 2ET PE 0.0
SP4 19.0 H.S. 132.3 250.0 0.109 TL 83.64 PV
Pipe: 3A -1000.0 6.357 PL 13.00 PF 1.9
SP4 19.0 H.S. 132.3 250.0 10.1 120 FTG T PE 5.6
SPS 6.0 0.0 139.9 0.0 0.028 TL 51.00 PV
Pipe: 4 -1000.0 6.357 PL 54.66 PF 2.5
SP5 6.0 0.0 139.9 0.0 10.1 120 FTG 2E PE 0.0
SOURCE 6.0 SRCE 191.9 (N/A) 0.028 TL 90.66 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(2) The system has been calculated to provide an average
imbalance at each node of 0.021 gpm and a maximum
imbalance at any node of 0.106 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 16.5 ft/sec at pipe 3.
(9) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
, l .
SPRINKLER SYSTEM HYDRAULIC I�NALYSIS Page 9
DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80�RAMSHORN DRY STANDPIPE REVISED.SDF
JOB TITLE: RAMSHORN DRY STANDPIPE REVISED
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
E11 Tee
9.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. � •
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/3/2010FILES\HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF
JOB TITLE: RAMSHORN DRY STANDPIPE REVISED
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 3/3/2010FILES�HRS SYSTEMS\HASS80\RAMSHORN DRY STANDPIPE REVISED.SDF
JOB TITLE: RAMSHORN DRY STANDPIPE REVISED
WATER SUPPLY CURVE
168+
I
*\\\\\\\\\\\\\\\\\o\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
I
154+
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140+
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1______________________________
28+ LEGEND "
I"
� X= Required Water Supply "
I 191.90 psi @ 1000.0 gpm "
14+ "
� 0= Available water Supply "
I 160.00 psi @ 1000.0 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
. l� ,
HRS SYSTEMS, INC
9792 LAVISTA ROAD
TUCKER, GA 30084
HYDRAULIC CALCULATIONS FOR
RAMSHORN LODGE CONDOMINIUMS
416 VAIL VALLEY DRIVE
VAIL, CO
DRAWING NUMBER: FP6 DATE: MAR 12, 2010
-DESIGN DATA-
REMOTE AREA NUMBER: 6 REMOTE AREA LOCATION: UNIT #17
OCCUPANCY CLASSIFICATION: LIGHT HAZARD
DENSITY: .10 gpm/sq. ft.
AREA OF APPLICATION: 342 sq. ft.
COVERAGE PER SPRINKLER: 256 sq. ft.
TYPE OF SPRINKLERS CALCULATED: VIKING VK456 RES. CONC. PEND. 4.9K
NUMBER OF SPRINKLERS CALCULATED: 4
*IN-RACK SPRINKLER DEMAND: N/A gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 210.3 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 110.3 gpm @ 111.1 psi
TYPE OF SYSTEM: WET
*VOLUME OF DRY OR PREACTION SYSTEM: N/A
*DETAILS:
WATER SUPPLY
Source: PUBLIC WATER Test Date: Test By:
Location:
Static: 130 psi Residual: 125 psi Flow: 3415 psi
Source Elevation Relative to Finished Flow Level: ft.
INSTALLING CONTRACTOR
Name: ALL-STATE FIRE PROTECTION, INC.
Address: 6095 E 76TH AVE #12, COMMERCE CITY, CO 80022
Phone: (303)288-3901 Certification number: 008
NAME OF DESIGNER: TOM SELLARS
AUTHORITY HAVING JURISDICTION: VAIL FIRE
NOTES:
Calculations performed by HASS 7.9 under license # 16070888 ,
granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA.
(Notes continue after pipe calculations results.)
. ? ,
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 130.0 125.0 3415.0 130.0 210.3 112.1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 210.3 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 110.3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
13 54.3
14 54.3
15 42.9
16 42.9
17 29.0
18 29.0
19 17.8
20 17.8
21 9.0
22 9.0
100 56.0
100A 57.0
101 56.0
102 57.0
103 56.0
104 57.0
105 53.0
106 54.0
107 54.0
108 53.0
108A 54.0
109 53.0
110 54.0
111 59.3
112 54.3
TOR 9.0
BFD 3.0
BFS 3.0
BOR 1.0
UG1 0.0
SOURCE 0.0
NODE TYPE
K= 4.90
K= 9.90
K= 4.90
K= 9.90
SOURCE
PRESSURE
(PSI)
67.2
70.7
75.9
76.0
82.3
82.8
87.8
89.1
93.2
94.3
28.1
29.1
27.3
30.2
33.9
37.0
41.9
41.5
44.7
38.5
40.1
41.8
41.3
58.6
64.7
99.6
97.2
110.2
111.1
111.9
112.1
DISCHARGE
(GPM)
26.0
25.6
28.3
30.4
110.3
. �- s
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads
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) FL/FT (PSI)
Pipe: 1 -26.0 0.811 PL 1.00 PF 1.5
100 56.0 4.9 28.1 26.0 16.1 150 FTG E PE -0.4
100A 57.0 0.0 29.1 0.0 0.989 TL 3.00 PV
Pipe: lA -26_0 1_055 PL 8.00 PF 1.1
100A 57.0 0.0 29.1 0.0 9.5 150 FTG ---- PE 0.0
102 57.0 0.0 30.2 0.0 0.136 TL 8.00 PV
Pipe: 2 -25.6 0.811 PL 1.00 PF 3.3
101 56.0 4.9 27.3 25.6 15.9 150 FTG ET PE -0.4
102 57.0 0.0 30.2 0.0 0.476 TL 7.00 PV
Pipe: 3 -51.6 1.055 PL 8.00 PF 6.8
102 57.0 0.0 30.2 0.0 18.9 150 FTG 2E PE 0.0
104 57,0 0.0 37.0 0.0 0.483 TL 14.00 PV
Pipe: 4 -28.3 0.811 PL 1.00 PF 4.0
103 56.0 9.9 33.4 28.3 17.6 150 FTG ET PE -0.4
104 57.0 0.0 37.0 0.0 0.573 TL 7.00 PV
Pipe: 5 -79.9 1.291 PL 8.00 PF 3.2
109 57.0 0.0 37.0 0.0 19.6 150 FTG ---- PE 1.3
106 59.0 0.0 41.5 0.0 0.906 TL 8.00 PV
Pipe: 6 0.0 0.811 PL 1.00 PF 0.0
105 53.0 0.0 41.9 0.0 0.0 150 FTG ET PE -0.4
106 54.0 0.0 91.5 0.0 0.000 TL 7.00 PV
Pipe: 7 -79.9 1.291 PL 0.83 PF 3.2
106 54.0 0.0 41.5 0.0 19.6 150 FTG T PE 0.0
107 54.0 0.0 49.7 0.0 0.406 TL 7.83 PV
Pipe: 8 -30.4 0.811 PL 1.00 PF 2.0
108 53.0 4.9 38.5 30.4 18.9 150 FTG E PE -0.4
108A 59.0 0.0 40.1 0.0 0.655 TL 3.00 PV
Pipe: 8A -30.4 1.055 PL 7.00 PF 1.3
108A 59.0 0.0 40.1 0.0 11.2 150 FTG ---- PE 0.0
110 59.0 0.0 41.3 0.0 0.182 TL 7.00 PV
Pipe: 9 0.0 0.811 PL 1.00 PF 0.0
109 53.0 0.0 41.8 0.0 0.0 150 FTG ET PE -0.4
110 54.0 0.0 41.3 0.0 0.000 TL 7.00 PV
Pipe: 10 -30.4 1.055 PL 9.33 PF 3.3
110 59.0 0.0 41.3 0.0 11.2 150 FTG 3E PE 0.0
107 59.0 0.0 49.7 0.0 0.182 TL 18.33 PV
. � s
SPRINKLER SYSTEN HYDRAULIC ANALYSIS Page 9
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 9 heads
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 11 -110.3 1.527 PL 28.16 PF 14.1
107 54.0 0.0 49.7 0.0 19.3 150 FTG 3E PE -0.1
111 59.3 0.0 58.6 0.0 0.326 TL 93.16 PV
Pipe: 12 -110.3 2.203 PL 57.58 PF 6.1
111 54.3 0.0 58.6 0.0 9.3 120 FTG 2ET PE 0.0
112 59.3 0.0 64.7 0.0 0.083 TL 73.90 PV
Pipe: 13 -110.3 2.203 PL 19.16 PF 2.5
112 59.3 0.0 64.7 0.0 9.3 120 FTG 2ET PE 0.0
13 54.3 0.0 67.2 0.0 0.083 TL 30.48 PV
Pipe: 14 -110.3 2.203 PL 4.50 PF 3.5
13 54.3 0.0 67.2 0.0 9.3 120 FTG 7ECB PE 0.0
19 54.3 0.0 70.7 0.0 0.083 TL 42.58 PV
Pipe: 15 -110.3 3.340 PL 11.92 PF 0.2
14 54.3 0.0 70.7 0.0 9.0 120 FTG E PE 4.9
15 42.9 0.0 75.9 0.0 0.011 TL 22.01 PV
Pipe: 16 -110.3 3.340 PL 1.33 PF 0.1
15 42.9 0.0 75.9 0.0 9.0 120 FTG E PE 0.0
16 92.9 0.0 76.0 0.0 0.011 TL 11.92 PV
Pipe: 17 -110.3 3.390 PL 13.92 PF 0.3
16 42.9 0.0 76.0 0.0 4.0 120 FTG E PE 6.0
17 29.0 0.0 82.3 0.0 0.011 TL 24.51 PV
Pipe: 18 -110.3 3.340 PL 17.75 PF 0.4
17 29.0 0.0 82.3 0.0 4.0 120 FTG 2E PE 0.0
18 29.0 0.0 82.8 0.0 0.011 TL 38.93 PV
Pipe: 19 -110.3 3.340 PL 11.25 PF 0.2
18 29.0 0.0 82.8 0.0 4.0 120 FTG E PE 4.8
19 17.8 0.0 87.8 0.0 0.011 TL 21.84 PV
Pipe: 20 -110.3 3.340 PL 56.16 PF 1.3
19 17.8 0.0 87.8 0.0 4.0 120 FTG 6E PE 0.0
20 17.8 0.0 89.1 0.0 0.011 TL 119.70 PV
Pipe: 21 -110.3 3.340 PL 14.00 PF 0.3
20 17.8 0.0 89.1 0.0 4.0 120 FTG E PE 3.8
21 9.0 0.0 93.2 0.0 0.011 TL 24.59 PV
Pipe: 22 -110.3 3.340 PL 60.24 PF 1.1
21 9.0 0.0 93.2 0.0 4.0 120 FTG 4E PE 0.0
22 9.0 0.0 94.3 0.0 0.011 TL 102.60 PV
Pipe: 23 -110.3 3.390 PL 12.16 PF 0.2
22 9.0 0.0 99.3 0.0 4.0 120 FTG E PE 0.0
TOR 9.0 0.0 94.6 0.0 0.011 TL 22.75 PV
. � s
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 4 heads
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 24 -110.3 4.310 PL 7.00 PL' 0.0
TOR 9.0 0.0 94.6 0.0 2.4 120 FTG ---- PE 2.6
BFD 3.0 0.0 97.2 0.0 0.003 TL 7.00 PV
Pipe: 25 FIXED PRESSURE LOSS DEVICE
BFS 3.0 0.0 110.2 0.0 13.0 psi, 110.3 gpm
BFD 3.0 0.0 97.2 0.0
Pipe: 26 -110.3 4.220 PL 2.00 PF 0.0
BFS 3.0 0.0 110.2 0.0 2.5 140 FTG E PE 0.9
BOR 1.0 0.0 111.1 0.0 0.003 TL 19.00 PV
Pipe: 26A -110.3 9.220 PL 42.00 PF 0.4
BOR 1.0 0.0 111.1 0.0 2.5 190 FTG 9ET PE 0.4
UG1 0.0 0.0 111.9 0.0 0.003 TL 144.00 PV
Pipe: 27 -110.3 6.280 PL 224.00 PF 0.1
UG1 0.0 0.0 111.9 0.0 1.1 190 FTG SE PE 0.0
SOURCE 0.0 SRCE 112.1 (N/A) 0.000 TL 339.00 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.0 computer program
under license no. 16070888 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37149
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.070 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 19.6 ft/sec at pipe 7.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
i +�� �
SPRINKLER SYSTEM HYDRAULZC ANALYSIS Page 6
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 9 heads
PAGE: D MATERIAL: DIRON HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
E11 Tee LngEll ChkVlv BfyVlv GatVlv NPTee
4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00
6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00
PAGE: F MATERIAL: Eddy HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee
2.203 5.49 5.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3.340 10.59 22.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.310 12.55 12.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00
PAGE: M MATERIAL: CT-M HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T F R C S G N
Ell Tee 45-E11 TeeRun Couplg SwgChk GatVlv NPTee
0.811 2.00 4.00 0.00 1.00 0.00 0.00 0.00 9.00
1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00
1.291 3.00 7.00 1.00 2.00 0.50 8.00 0.00 7.00
1.527 5.00 9.00 2.00 3.00 0.50 11.00 0.00 9.00
, ,4 �
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 3/12/20100GRAM FILES\HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 9 heads
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Paqe 8
DATE: 3/12/20100GRAM FILES�HRS SYSTEMS\HASS80\RAMSHORN REMOTE AREA #6.SDF
JOB TITLE: RAMSHORN REMOTE AREA #5 9 heads
WATER SUPPLY CURVE
P
R
E
S
S
u
R
E
(
P
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132+
0\\\\\\\\\\\\\\\\\\\\\\\\
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I 125.0 psi @ 3415 gpm-> *
121+ Flow Test Point
I
I
X
110+
I
I
I
99+
I
I
I
88+
I
I
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77+
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I------------------__-----
22+ LEGEND "
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November 4, 2010
Koechlein Consulting Engineers, Inc.
Geotechnical and Materials Engineers
John Milligan
Rams-Horn Property Association
416 Vail Valley Drive
Vail, CO 81658
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228-2845
www.KCE-Denver.com
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Subject: Summary of Construction Observation and Testing Services
Rams-Horn Lodge Addition and Renovation
416 Vail Valley Drive
Vail, Colorado
Job No. 09-063
GRAND JUNCTION
(970)241-7700
(970) 241-7783 FAX
1
ECEIVE
�EC o 3 20�0
TOWtV OF VAIL
As requested, we have reviewed our construction observation and testing reports prepared for the proposed for the Rams-
Horn Lodge Addition. The construction observation and testing reports reviewed for this letter refer only to the structure of
the addition and do not refer to any exterior features including pavements and exterior slabs. The purpose of this letter is to
present a summary of our consh-uction observation and testing services for the subject project.
The following table presents the construction observation and testing services that our office provided and our conclusions
with regard to these items meeting project specifications.
Construction Observation and Testin� Services Performed'
Compaction Tests
Structural Concrel
Reinforced Steel (
wall backfill, interior fill, etc.
Mortar. and Grout
and
and
beams, etc.
Compliant with
Pro�ect
Yes
Yes'
Yes
Yes
Yes
Notes:
Construction observation and testing services for the structure of the addition were performed from October 2009 thru
October 2010.
Observations and tests are considered compliant when the information within the construction observation and testing
report meets project specifications or when sufficient documentation has been provided to Koechlein Consulting
Engineers, Inc. by the project team to negate the non-compliant observations and/or tests documented in the reports.
Compliant observations and tests are based strictly on the observations and tests performed at the locations indicated in
the reports. Compliant observations and tests are only applicable for areas observed and tested as documented in the
reports. It is possible that areas and construction items not observed or tested are not in compliance with project
specifications.
The mortar and grout prisms cast for the Stair #2 Wall at Gridlines B.5-B.8/2.5 did not meet the strength requirement
at the 28 day break. However, documentation has been provided by the structural engineer at T. Boyle Engineering,
Inc., accepting the mortar and grout at the existing break strength.
Based on testing by Western States Inspections, fireproofing has been installed in compliance with project
specifications. Refer to the attached document for the Certificate of Conformance Letter issued for inspections
to comnletion on Anri128. 2010.
John Milligan
November 4, 2010
Job No. 09-063
Page 2 of 2
KOECHLE/N CONSULTING ENG/NEERS, lNC.
Geotechnica! and Materials Engineers
Based on our limited observations, testing, and the information provided to us by the design and construction team, it is our
opinion that the construction testing and observation items presented in the preceding table have been constructed in
compliance with the project plans and specifications for the structure of the proposed addition for the Rams-Horn Lodge.
We appreciate the opportunity to provide this service. If we can be of further assistance, please contact our office.
KOECHLEIN CONSULTING ENGINEERS, INC.
�_._
�i
Katie I. Shaw
Engineer
Reviewed by:
Scott B. Myers, P.E.
Senior Engineer
WESTERN STATES
INSPECTION CO.
4 oF 4
8494 WHEaTGRASS C�RCLE
PARKER, CO 80134
303-957�8436
CERTIFICATE OF COMPLIANCE
DATE: MAY 26. 201 O
CLIENT: KOECHLEIN CONSULTING ENGINEERS �#09-063)
PROJECT: RAM'S HORN LODGE
INSPECTION: "SPRAY APPLIED FIREPROOFING"
THIS 15 TO CERTIFY THAT WESTERN STATES (NSPECTION (WSI), TO THE BEST OF MY
KNOWLEDGE HAS COMPLIED WITH THE REQUIREMENTS OF THE PURCHASE AGREEMENT/ORDER
TO PROVIDE THE REQUIRED INSPECTION OF "SPRAY APPLIED FIREPROOFING". THE PROJECT
REFERENCED ABOVE SHALL BE CONSIDERED IN COMPLIANCE WITH ALL APPLICABLE GOVERNING
GODES, STANDARDS, SPECIFICAT(ONS AND WORKMANSHIP PROVISIONS, AS WELL AS THE
CONTRACT DOCUMENTS.
WESTERN STATES INSPECTION
. � \ ��,
-.
ROBERT POLLOCK
ICC SPECIAL INSPECTOR
G�i����
O O
Q���QQO ���
V���O�\��$
�O�GG�P� �
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NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:�
�orv�o�vn� .
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B09-0071
Project #:
Job Address: 416 VAIL VALLEY DR VAIL
Location......: RAMS-HORN LODGE
Parcel No....: 210108258024
OWNER RAMS-HORN LODGE 04/29/2009
416 VAIL VALLEY DR
VAIL
CO 81657
APPLICANT G.E. JOHNSON CONSTRUCTION
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
CONTRACTOR G.E. JOHNSON CONSTRUCTIO�
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
Description:
MAJOR INTERIOR REMODEL AND ADDITION
Occupancy: R2
Type Construction:VA
04/29/2009 Phone:719-473-5321
04/29/2009 Phone:970-845-0272
Valuation
Total Sq Ft Added
Status . . :
Applied . . :
Issued . .. :
Expires . ..:
PRJ07-0233
ISSUED
04/29/2009
12/06/2010
06/01 /2011
$14,812,663.00
14904
.....................x...............,..,...,,........�.�.,.......,,,,..x.�.�,�..... FEE SUMMARY .............,,,.....,,.>......,......�............,..........,,.....<...,...,...
Building Permit Fee------> $56,026.20 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> 405,714.49
Plan Check--------------------> $36,417.03 Use Tax Fee---------------------> 296,053.26 Additional Fees-----------------------> $64,136.88
Add'I Plan Check Hours-> $2,310.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES------------> 469,851.37
Investigation-----------------> $0.00 Recreation Fee-----------------> $14,904.00
Payments------------------------------> 469,851.37
Total Calculated Fees--------> 405,714.49 BALANCE DUE-----------------------> $0.00
,,........,...�........,,. , ...................,.,...,,.......,.,,,, ....,..,..............���............�„�,,.......�..........,,,,.........,....,....,,,, .�.,...,,,,,,..........,..,....,....>.,....
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the informatior
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 MAD TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM.
� �2�L��%U
Signature of Ow r or Con ractor Date
Ju� s T,,.� f-�-d� s� c�1
Print Name
bid_a It_constru ction_pe rm it_041908
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APPROVALS
Permit #: B09-0071 as of 12-06-2010 Status: ISSUED
.,,........, x.,, ................................ �...,..,.,.......,... �,..........,....,.,.,... �....,..,..,,.......,,,..,.,.,,.............. � �.........,.......................,......,.
Item: 05100 BUILDING DEPARTMENT
05/26/2009 CG Action: DN plan review
comments sent 5/26/09
F:\CDev\CH RIS\PERMIT.COMMENTS\B09-0071 \609-0071. DOC
07/08/2009 cg Action: DN SECOND CHECK PLAN
REVIEW COMMENTS SENT FOR OUTSTANDING ITEMS.
F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0071 \B09-0071. DOC
07/21/2009 cg Action: AP APPROVED PLANS
ADDRESSING SECOND CHECK COMMENTS
02/10/2010 CG Action: AP APPROVED REVISED
PLANS THROUGH ASI 13. PLAN SET RE-ISSUED TO GE JOHNSON
02/12/2010 CG Action: AP SEND COMMENTS FOR
ASI 14-22.
02/22/2010 CG Action: AP APPROVED REVISIONS
THROUGH ASI 22
05/17/2010 cg Action: AP APPROVED REVISIONS
THROUGH ASI 36
05/28/2010 cg Action: AP ASI 37
08/18/2010 cg Action: AP ASI 38
10/06/2010 cg Action: CR comments sent for
spa revision
12/04/2010 Martin Action: AP Revision #41
Item: 05400 PLANNING DEPARTMENT
05/13/2009 Warren Action: CR Comments provide
to Chris Gunnion. Concerns ridge height, pool/spa
configuration, and plantings off property.
06/26/2009 Warren Action: CR Please provide the
Town with an understanding of how the trash enclosure and
certain elements of the structure which approach the
eastern property line will be constructed. WII
permission from All Seasons be requested for construction
access? This information is requested so staff can have a
better understanding of the methods to be used.
07/06/2009 Warren Action: AP The applicant
provided detail on the trash enclosure and stair tower
construction adjacent to the property line. The aplicant
has not provided proof of ability to access adjacent
property to construct these elements.
10/02/2009 Warren Action: AP The plan to
perform demolition on the south portion of the building
and reconstruct the walls in the same configuration and
elevation is approved. The plan is dated September 30,
2009.
10/30/2009 Warren Action: AP Revisions dated
October 14, 2009 recieved on October 23, 2009, are
approved by Planning.
01/12/2010 Warren Action: AP The plans
submitted under ASI#13 are approved by planning.
02/10/2010 Warren Action: AP ASIs 19B, 20, 21,
and 22 are approved.
02/11/2010 Warren Action: AP ASIs14 through 19A
have been approved by Pianning.
02/26/2010 Warren Action: AP ASI's 23, 24, 25,
26, 27, and 28 are approved by planning.
04/15/2010 Warren Action: AP ASI's 32. 33, 34,
and 33A have been approved by planning.
b Id_a It_con stru ction_perm it_041908
05/10/2010 Warren Action: AP ASIs 35 and 36 are
approved by planning.
08/03/2010 Warren Action: AP Revisions for
ASI-38 are approved. Revised sheets accurately depicting
the trash enclosure on the Ranshorn property were
submitted.
10/22/2010 Warren Action: AP ASI-40 and ASI-40A
are approved by Planning
11/22/2010 warren Action: AP Planning has
signed off on response to Fire Departmetn corrections
labeled ASI 42.
11/22/2010 warren Action: AP ASI 41 is approved
by planning
Item: 05600 FIRE DEPARTMENT
05/20/2009 mvaughan Action: DN 1. Fire protection
engineer not listed in spec manual. Required.
2. Fire Department access and staging not shown.
3. Fire department connections and hydrants not shown.
4. Egress plan is not approved as submitted.
5. Specification manual is not approved.
6. Fire sprinklers, alarm system, or standpipes shown on
plan.
7. Roof hatch detail not found. Must meet VFES
ladder specifications.
8. materials for siding above 35' are not clarified
clearly.
9. Resubmittal required.
07/23/2009 McGee Action: AP Approved based on
letter of commitment from Fritzland Pierce Arch. dated
07/22/09:
11/24/2009 mvaughan Action: AP revision dated
10/23/09. Change to south side structure.
10/28/2010 McGee Action: CR AA-40.8 Intl Fuel
Gas Code 503.6.4 Lobby firepiace vent must be a minimum
of 36 inches above roof line.
Init Fire Code 304.3.3 Dumpsters greater than 1.5 cu.yd.s
shall not be stored within 5 feet of combustible roof eve
lines.
L-102 FRD'c have been relocated. Update plans. Landscape
shall not obstruct FDC's.
10/29/2010 mvaughan Action: AP signage package
approved. Add sign indicating shutoff locations for lobby
fireplace.
11/23/2010 McGee Action: AP ASI 42, 40 and
40A: Revisions to gas fireplace vent.
11/23/2010 McGee Action: AP
11/23/2010 McGee Action: NA ASI 41
Item: 05500 PUBLIC WORKS
07/02/2009 TK Action: CR Comments sent to
Andy Sandoval with GE Johnson on 7/2/09
07/27/2009 tk Action: AP Approved with
conditions:
1. Pedestrian easement to Town prior to
TCO
2. Traffic impact fee paid to Town of $26,000 prior
to TCO
3. No landscape greater than 3' in height shall be
bld_a It_con struction_pe rm it_041908
planted along the WD curve as per sight triangle.
08/13/2010 tk Action: AP Approved ASI 38
with condition
No trees may be planted on top of existing utilities.
Utilities shall be maintained outside the drip line of
any new trees.
Item: 05101 BUILDING DEPT REVISION
10/02/2009 Martin Action: AP Approved
additional demo of Suites 3,7, and 12
12/30/2009 cg Action: CR REVISIONS NOT
SUBMITTED FOR LATEST CHANGES UP TO ASI 13. GE JOHNSON TO
SUBMIT COMPLETE SETS OF PLANS SHOWING ALL CHANGES TO
DATE. SPOKE WITH ANDY AT GE JOHNSON. HE WILL SUBMIT PLANS
01/12/2010 CG Action: CR
F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0071 \B09-0071. DOC
12/04/2010 Martin Action: AP Revisons number
ASI 40
,..........,�....,.,,...�� ...............................»..x,......»...,,,,�.......,.,.........x.x,�....,,.,...�............�,,..�..��.,.»....,......,,��,.....,,.....,.......�,......
See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit #: B09-0071 as of 12-06-2010 Status: ISSUED
...............�.....,.,.,�.........�.....,.,.,,,,..,.,,....�.........����..........».........,,.�....�,...,�......,.�,............,,..�....,...,,,��....,.....,,........,.........�,.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0010870
SPECIAL INSPECTIONS REQUIRED PER SPECIAL INSPECTION POLICY
AND IBC CH 17
Cond: CON0010871
SEE PLANS FOR LIST OF DEFFERRED SUBMITTAL ITEMS
Cond: CON0010872
SIGNAGE AND STRIPING OF VAN ACCESSIBLE PARKING SPACE SHALL
COMPLY WITH ANSI 117.1 1998
Cond: CON0010881
Pedestrian easement shali be granted to the Town prior to
TCO, as per the comment letter dated 7/2/09.
Cond: CON0010882
Traffic Impact fee of $26,000 shall be paid prior to TCO.
Cond: CON0010883
No landscape greater than 3' in mature height shall be
planted along the Vail Valley Drive curve as per sight
triangle.
Entry: 08/07/2009 By: TK Action: AP
Updated Building Plan sheet L-102 shows compliance to
this condition.
b Id_a It_con stru ction_pe rm it_041908
************************+*******************************************************************
TOWN OF VAIL, COLORADO Statement
*******************++***********************************************++*****************+****
Statement Number: R100001959 Amount: $590.22 12/06/201010:52 AM
Payment Method: Check Init: SAB
Notation: 43942 GE
JOHNSON
-----------------------------------------------------------------------------
Permit No: B09-0071 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-5802-4
Site Address: 416 VAIL VALLEY DR VAIL
Location: RAMS-HORN LODGE
Total Fees: 469,851.37
This Payment: $590.22 Total ALL Pmts: 469,851.37
Balance: $0.00
********+*********************************************************+++***********************
ACCOUNT ITEM LIST:
Account Code
--------------------
BP 00100003111100
PF 00100003112300
UT 11000003106000
Description Current Pmts
------------------------------ ------------
BUILDING PERMIT FEES 36.50
PLAN CHECK FEES 353.72
USE TAX 4°s 200.00
-----------------------------------------------------------------------------
Transmittal Form
Revision Submittals:
1. "Field SeY' of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
( ) Revisions
Permit #(s) information applies to: Attention: () Response to Correction Letter
attached copy of correction letter
� � -' d � � � � � �' �,� � �' � ` ° � ( ) Deferred Submittal
•a�
( ) Other
Project Address:
��I �'�,11�-�, ��.
Contact Information
Company: ��� �CJVI��v �� �� S � c�� 3�9
Company Ph: ��� �-� ��% b�LSZj Fax:
Contact Name: �-� ��.���v ��i.(
Contact Ph: �7f� -��i(� `2 �2 �j Cell: 7 %O -'��6 -- Z�Z3
E-Mail: � � �t � �..�v ��-�. �� CiC i � �)'��D, � . C. �'"l
�
Town of Vail Contractor Registra ' n No: __ ��Z �"�
�
X
Signature (requir )
Revised ADDITIONAL Valuations (Labor � Materials)
(DO NOT include original valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire Sprinkler/Alarm $
Total $ �
Description / List of Changes:
� S� - � I -� ���1�-�s �.s -�,��;��-
�"o �,l',�� -�,���5 0� pro�}c�-t:
�[ �`L��GC�E� S�Ge.�S �,�
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�—
�� CS �� G,i�.tc�0`✓ �j; � .
(Use additional sheet if necessary)
Date Received:
,
� � � � �°/ l�
NOV 1 i 2010
TOW�I O!F VAiL
��
;
�
FRITZLEN
PIERCE
FRITZLEN PIERCE ARCHITECTS
VAIL, COLORADO
ARCHITECT'S SUPPLEMENTAL INFORMATION
ASI No: 41
Date: 10/28/1 U
Contractor: GE Johnson Fax:
Owner: Ramshorn Lodge Fax:
Consultant: Landscaping, Civil
Response to: DRB Submittal Approval
The work outlined in this document shall be carried out in accordance with the following supplemental
instructions. This document is intended to cause no change to the Contrad Sum or Contract Time, i[ is
issued as a supplementa! clarification to work already included in the Contract Documents. Prior to
beginning work, the contrador sha/l notify the archited, in writing, of any Contract Sum or Contract
Time variation, which may be incurred as a result of this document.
Description:
Item ASI 41.1: Flagstone addition at main entry; clouded on sheets A100; A101; C2.0; C3.0; L102
Item ASI 41.2: Suite 3 patio configuration changed (square footage of hardscape area did not);
clouded on sheets A100; A101; C2.1; C3.1; L102
Item ASI 41.3: Pool fence location was modified; clouded on sheets A100; A101; C2.1; C3.1;
L102
Item ASI 41.4: Hot tub was relocated; clouded on sheets A100; A101; C2.1; C3.1; L102
Item ASI 41.5: Pool shed was proposed as new building in a slightly different location, instead
the old building was kept and refinished to match the main building; clouded on
sheets A100; A101; A103; C2.1; C3.1; L102
Item ASI 41.6: Pool wall changed thickness and layout; clouded on sheets A100; A101; C2.1;
C3.1; L102
Item AS141.7: Trash enclosure changed height; clouded on sheet A102
Item ASI 41.8: Elevation Changes listed by sheet:
A301
True Elevation 1 clouded front door changed size & timber framing was added
True Elevation 1 clouded window 303 was removed
�
FRITZLEN
PIERCE
FRITZLEN PIERCE ARCHITECTS
VAIL, COLORADO
True Elevation 1 clouded chimney shroud removed (fireplace was changed to side vent)
True Elevation 1 doorjwindows 146, 235, 152, 201, 405 changed size
True Elevation 2 door 307 changed size
A302
True Elevation 4 windows 412, 312, 415, 315, 110 changed size
True Elevation S clouded windows changed size
True Elevation 6 clouded windows and doors changed configurations & sizes
True Elevation 6 doors/windows 423, 425, 424, 319 changed size
A303
True Elevation 7 clouded windows & doors changed sizes
True Elevation 8 windows were removed
True Elevation 9 clouded window changed from a door to a window
True Elevation 9 clouded patio wall height was lowered
True Elevation 9 doors 435, 436, 438 changed from 3 sliders to 2 sliders and fixed
A304
True Elevation 10 clouded door changed size
True Elevation 10 a privacy wall between two decks was removed (level 2)
True Elevation 10 clouded patio wall height was lowered
True Elevation 11 clouded doors changed size
True Elevation 12 window 129 changed size
True Elevation 12 window 446 change location
True Elevation 12 clouded chimney finish was changed from siding to stucco
A305
True Elevation 13 clouded shutters were removed
True Elevation 14 Door�ndows 451, 146, 147, 233 changed size
True Elevation 15 clouded windows 237, 150, 151 changed size
True Elevation 15 clouded window 236 was added
True Elevation 15 clouded chimney shroud removed
Attachments: 17 including these sheet.
Accepted:
Architect Date '� ' Contractor Date
Transmittal Form
Revision Submiftals:
1. "Field Set" of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
( ) Revisions
Permit #(s) information applies to: Attention: () Response to Correction Letter
(� ��`I /` � _attached copy of correction letter
�J� I ' ��% % „� � ^ S C.� ��' ` �'�'1 ( ) Deferred Su�rnittal
( ) Other
Project Address:
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Contact Information '
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Company Ph: y7�'J7b�Zs�j Fax:
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Town of Vail Contractor Registra ' No: /���X
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Signature (require )
Revised ADDITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire SprinkleNAlarm $
Total $ �
Description / List of Changes:
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Page 1 of 2
Andy Sandoval
From: Mike McGee [MMcGee@vailgov.com]
Sent: Friday, October 29, 2010 9:03 AM
To: Andy Sandoval
Subject: RE: 609-0071 Ramshorn Revisions
Thank you.
From: Andy Sandoval [mailto:sandovaa@GEJohnson.com]
Sent: Friday, October 29, 2010 8:18 AM
To: Mike McGee; Chris Gunion; Martin Haeberle
Cc: Mike Vaughan; ]ohn's Mail; Diane Milligan; William F. Pierce; Jennifer Mencl
Subject: RE: B09-0071 Ramshorn Revisions
Mike,
Thanks for your input. See responses below to each item. We will resubmit drawing L102 and drawing
AA 40.8 to reflect the code issues noted. The trash enclosure should not be an issue as the Owner plans
on utilizing trash receptacles smaller than 1.5 cy.
Thanks again and let me know if this will satisfy The Fire Departments comments.
Sincerely,
Andy Sandoval
Superintendent
GE ]ohnson Construction Company
Rams-Horn Lodge
416 Vail Valley Drive
Vail, CO 81657
Cell (970)-376-2523
Phone (970) 845.0272
Fax (970) 845.0282
The power of ingenuity,,...
..., the rewards of trusting relationships.
From: Mike McGee [mailto:MMcGee@vailgov.com]
Sent: Thursday, October 28, 2010 9:47 AM
To: Chris Gunion; Martin Haeberle
Cc: Andy Sandoval; Mike Vaughan
Subject: B09-0071 Ramshorn Revisions
AA-40.8 Intl Fuel Gas Code 503.6.4 Lobby fireplace vent must be a minimum of 36 inches above roof
line. We will install vent the minimum of 36" above roof line. FPA will update drawings to reflect this dimension
and we'll resubmit for records.
Init Fire Code 304.3.3 Dumpsters greater than 1.5 cu.yd.s shall not be stored within 5 feet of
11/17/2010
Page 2 of 2
combustible roof eve lines. Owner plans on using two smaller trash cans (less than 1.5 cy total in enclosure) See link for
specifics.
http://www.otto-usa.com/en/products rc classic95 php
L-102 FRD'c have been relocated. Update plans. Landscape shall not obstruct FDC's. FPA to update landscape
plan to show as-built condition and we'll resubmit for records.
This message has been scanned for viruses and
dangerous content by MailScanner, and is
believed to be clean.
This message has been scanned for viruses and
dangerous content by MailScanner, and is
believed to be clean.
11/17/2010
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Transmittal Form
Development Review Coordinator � r
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��� � �Phone: 970=479-2128 4
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Revision Submittals:
1. "Field SeY' of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
�� �"� �Y���� ������µ� (Xj Revisions
Permit #(s) information applies to: Attention: () Response to Correction Letter
attached copy of correction letter
i�� _� � l /�� -� � �, � ( ) Deferred Submittal
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Project Address:
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Contact Information
Company:��t' ��V��.So� ��S ��c.'ti �r�
Company Ph: ��7�i ^ 7.�ir z�Z� Fax:
Contact Name:�� �� � ��" �
Contact Ph: Q!� ` 3�G''252� Cell:9%U "�7�`ZSZ>
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Town of Vail Contractor Re istratio o:
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Signature (require )
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Revised AD�ITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building $ �
Plumbing $
Electrical $
Mechanical $ __
Fire Sprinkler/Alarm $
To�� �
do�
Description / List of Changes:
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Date Received: _^,..r�--
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� OCT 19 2n10
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TOWN OF VAiL
6E�nwnsnn
CONSTRUQtON C£3iNPANY
coNre�croe or c»o�cc'
Transmittal
Grouped by Transmittal Number
Rams Horn Lodge Project # 0913 GE Johnson Construction Co., Inc.
416 Vail Valley Drive Tel: 970.845.0272 Fax: 970.845.0282
Vail, CO 81657
�. - � : � � .- i- �
Transmitted To Transmitted By
Chris Gunion Andy Sandoval
Town of Vail G.E. Johnson Construction Co., Inc.
Vail, CO 81657 416 East Vail Valley Drive
Tel: 970.479.2100 Vail, CO 81657
Fax: Tel: 970-845-0272
Fax: 970.845.0282
� Acknowledgement Required
Package Transmitted For Delivered Via �;, Tracking Number
TOV - ASi #40 Hand Hand
Item � Qty Item Reference Description Notes ''��. z ;>Status ;
001 4.00 Drawings ASI #40 Submitted
Remarks -�°- ��.��M �. �;:�{,� �
Cc: Company Name
Contact Name
Signature
Copies Notes
Signed Date
Printed on: 10/8/2010 \\Gej-fs8\PReports\User Reports\GEJCC009 Transmittal Cover Sheet (8-10-07).rpt Page 1
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
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Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT MF BUILD PERMIT Permit #: B09-0071
Project #: PRJ07-0233
Job Address: 416 VAIL VALLEY DR VAIL
Location......: RAMS-HORN LODGE
Parcel No....: 210108258024
OWNER RAMS-HORN LODGE 04/29/2009
416 VAIL VALLEY DR
VAIL
CO 81657
APPLICANT G.E. JOHNSON CONSTRUCTION
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
CONTRACTOR G.E. JOHNSON CONSTRUCTIOP
25 NORTH CASCADE AVE # 400
COLORADO SPRINGS
CO 80903
License: 128-A
Description:
MAJOR INTERIOR REMODEL AND ADDITION
Occupancy: R2
Type Construction:VA
04/29/2009 Phone:719-473-5321
04/29/2009 Phone:970-845-0272
Valuation
Total Sq Ft Added
Status . . : ISSUED
Applied . . : 04/29l2009
Issued . .. : 08/19/2010
Expires . ..: 01/24/2010
$14,802,663.00
14904
•,•••`•••••••,,•,,•••,•••,•••••••,••••,•••••••••,,•••••••••••••••,,••,•••••••,••, FEE SUMMARY f}ff'frf'#ff'f'4fr#ff`*44fR4HrRf#R##dRf#Nr*}*f+NNitA�tNr41r44+tflii**ti`#*#*f�f�t##f##ftH
Building Permit Fee-----> $55,989.70 Will Cal Fee------------------> $4.00 Total Calculated Fees---------> 405,124.27
Plan Check----- --> $36,393.31 Use Tax Fee------------------> 295,853.26 Additional Fees-------- ----> $64,136.88
Add'I Plan Check Hours-> $1,980.00 Restuarant Plan Review----> $0.00 TOTAL PERMIT FEES--------> 469,261.15
Investigation--------------> $0.00 Recreation Fee-------------> $14,904.00
Payments----------------> 469,261.15
Total Calculated Fees-------> 405,124.27 BALANCE DUE---------------> 50.00
x:xxx���:w��xxw�xx�,r�+.nx��xx���wx���++�w:::::�+���::xx�xw�«�k�rt���:��t���rt�+rtritr+wrr+��www:rrwww»,.x����w�xwr��w�xwwrw+rwwr�,rw�wawrr,r�wwx,r�xww�+�rrnrvwrwxwxx:xxxeeeewix.xxewx��xxeM.x
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION S ALL BE MADE
8:00 AM - 4:00 PM.
, j
Signature of Owner Contrac •
/L�LVt
Print Name
bld_a It_con struction_perm it_041908
-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
U'Ial' IC/
Date
•ktkkk#tk�4�Yf*i4i#***44fffYfwf#i#4lfRRfx�ffflw*�i��R�#xflRffwwwwwi��HfRw4Rff}XfRfwwwRfff*#�#fR;;f}�ZxY�www**4f!*l4ffwR*w�4f44444/���RHrfx/kfYifY4H#t#!#444RfNwfktRRfYflfY4i4t4/A!
APPROVALS
Permit #: 609-0071 as of 08-19-2010 Status: ISSUED
+xxs.xwrwwwriavai�:��x�xws.:w�v.�xti�r:x�::wxxxxrxw�w����>++nsn.xwxwxxre+i+w�xwa�ww+wxxxvxxaxwsw,r,w��.�:�swww+:xw,rw����tt��wxxw��wazxxxwwwi�rri+.w�„wwxriwiivieww�trr++r�twx��sn.wxxxxwwwe�r��t
Item: 05100 BUILDING DEPARTMENT
05/26/2009 CG Action: DN plan review
comments sent 5/26/09
F:\CDev\CH RIS\PERMIT. COMMENTS\B09-0071 \609-0071. DOC
07/08/2009 cg Action: DN SECOND CHECK PLAN
REVIEW COMMENTS SENT FOR OUTSTANDING ITEMS.
F:\CDev\CHRIS\PERMIT.COMMENTS\609-0071 \B09-0071. DOC
07/21/2009 cg Action: AP APPROVED PLANS
ADDRESSING SECOND CHECK COMMENTS
02910/2010 CG Action: AP APPROVED REVISED
PLANS THROUGH ASI 13. PLAN SET RE-ISSUED TO GE JOHNSON
02/12/2010 CG Action: AP SEND COMMENTS FOR
ASI 14-22.
02/22/2010 CG Action: AP APPROVED REVISIONS
THROUGH ASI 22
05/17/2010 cg Action: AP APPROVED REVISIONS
THROUGH ASI 36
05/28/2010 cg Action: AP ASI 37
08/18/2010 cg Action: AP ASI 38
Item: 05400 PLANNING DEPARTMENT
05/13/2009 Warren Action: CR Comments provide
to Chris Gunnion. Concerns ridge height, pool/spa
configuration, and plantings off property.
06/26/2009 Warren Action: CR Please provide the
Town with an understanding of how the trash enclosure and
certain elements of the structure which approach the
eastern property line will be constructed. Will
permission from All Seasons be requested for construction
access? This information is requested so staff can have a
better understanding of the methods to be used.
07/06/2009 Warren Action: AP The applicant
provided detail on the trash enclosure and stair tower
construction adjacent to the property line. The aplicant
has not provided proof of ability to access adjacent
property to construct these elements.
10/02/2009 Warren Action: AP The plan to
perform demolition on the south portion of the building
and reconstruct the walls in the same configuration and
elevation is approved. The plan is dated September 30,
2009.
10/30/2009 Warren Action: AP Revisions dated
October 14, 2009 recieved on October 23, 2009, are
approved by Planning.
01/12/2010 Warren Action: AP The plans
submitted under ASI#13 are approved by planning.
02/10/2010 Warren Action: AP ASIs 196, 20, 21,
and 22 are approved.
02/11/2010 Warren Action: AP ASIs14 through 19A
have been approved by Planning.
02/26/2010 Warren Action: AP ASI's 23, 24, 25,
26, 27, and 28 are approved by planning.
04/15/2010 Warren Action: AP ASI's 32. 33, 34,
and 33A have been approved by planning.
05/10/2010 Warren Action: AP ASIs 35 and 36 are
approved by planning.
08/03/2010 Warren Action: AP Revisions for
bld_alt_construction�erm it_041908
ASI-38 are approved. Revised sheets accurately depicting
the trash enclosure on the Ranshorn property were
submitted.
Item: 05600 FIRE DEPARTMENT
05/20/2009 mvaughan Action: DN 1. Fire protection
engineer not listed in spec manual. Required.
2. Fire Department access and staging not shown.
3. Fire department connections and hydrants not shown.
4. Egress plan is not approved as submitted.
5. Specification manual is not approved.
6. Fire sprinklers, alarm system, or standpipes shown on
plan.
7. Roof hatch detail not found. Must meet VFES
ladder specifications.
8. materials for siding above 35' are not clarified
clearly.
9. Resubmittal required.
07/23/2009 McGee Action: AP Approved based on
letter of commitment from Fritzland Pierce Arch. dated
07/22/09:
11/24/2009 mvaughan Action: AP revision dated
10/23/09. Change to south side structure.
Item: 05500 PUBLIC WORKS
07/02/2009 TK Action: CR Comments sent to
Andy Sandoval with GE Johnson on 7/2/09
07/27/2009 tk Action: AP Approved with
conditions:
1. Pedestrian easement to Town prior to
TCO
2. Traffic impact fee paid to Town of $26,000 prior
to TCO
3. No landscape greater than 3' in height shall be
planted along the WD curve as per sight triangle.
08/13/2010 tk Action: AP Approved ASI 38
with condition
No trees may be planted on top of existing utilities.
Utilities shall be maintained outside the drip line of
any new trees.
Item: 05101 BUILDING DEPT REVISION
10/02/2009 Martin Action: AP Approved
additional demo of Suites 3,7, and 12
12/30/2009 cg Action: CR REVISIONS NOT
SUBMITTED FOR LATEST CHANGES UP TO ASI 13. GE JOHNSON TO
SUBMIT COMPLETE SETS OF PLANS SHOWING ALL CHANGES TO
DATE. SPOKE WITH ANDY AT GE JOHNSON. HE WILL SUBMIT PLANS
01/12/2010 CG Action: CR
F:\CDev\CH RIS\PERM IT.COMMENTS\609-0071 \609-0071. DOC
YYflfitR�wlMRRfttR4f`y'iF#f f RYrRfiRR V L�1Nfrfrf`f`1r444Rfi###f #iFiFflflritfeflrlrf'f'4f'4M+ttri4tk}YrY4RRRlrfrftrfrf'frRR1r#fd*/i(fffl#kAfrf�k4tkfrffLErt/lrtwtRRIr40#R1�4�lff44firtY`frA'�1'fYff V/ V R1rf4dYflf}ii(i(##Y'Y'YefYrRiRf'ffwH� V
See the Conditions section of this Document for any that may apply.
bld_a It_construction_pe rm it_041908
•�+���������ixwew�+xrvr�ree,rr�ww��w+�w�R�:��+xwwxxwx:wwx�wew:�xwww�w�+t����t+xrx�+�xkxx��ww+ww:::::►xx::xx���xwxxwww�rwwwwr��e�r+�w�x+r��tt�+��xxx���x�����wwrw,ti.�x��,ti.�,ti.��w�:+��sn.�
CONDITIONS OF APPROVAL
Permit #: 609-0071 as of 08-19-2010 Status: ISSUED
.........................................................»..,...,...,........,.,..............,,.,,.,.,,....,.,.,,,,....,,.,..,....,,...,...,..,,....,..,.,..,..........,..........,..
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIA�.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
Cond: CON0010870
SPECIAL INSPECTIONS REQUIRED PER SPECIAL INSPECTION POLICY
AND IBC CH 17
Cond: CON0010871
SEE PLANS FOR LIST OF DEFFERRED SUBMITTAL ITEMS
Cond: CON0010872
SIGNAGE AND STRIPING OF VAN ACCESSIBLE PARKING SPACE SHALL
COMPLY WITH ANSI 117.1 1998
Cond: CON0010881
Pedestrian easement shall be granted to the Town prior to
TCO, as per the comment letter dated 7/2/09.
Cond: CON0010882
Traffic Impact fee of $26,000 shall be paid prior to TCO.
Cond: CON0010883
No landscape greater than 3' in mature height shall be
planted along the Vail Valley Drive curve as per sight
triangle.
Entry: 08/07/2009 By: TK Action: AP
Updated Building Plan sheet L-102 shows compliance to
this condition.
bld_a It_construction_perm it_041908
*****�********************r****************************+**********+***********�*+***********
TOWN OF VAIL, COLORADO Statement
******��********r+***********��****r*****+*********+************�***************************
Statement Number: R100001114 Amount: $495.00 08/19/201008:41 AM
Payment Method: Check Init: SAB
Notation: GE JOHNSON
43945
-----------------------------------------------------------------------------
Permit No: B09-0071 Type: ADD/ALT MF BUILD PERMIT
Parcel No: 2101-082-5802-4
Site Address: 416 VAIL VALLEY DR VAIL
Location: RAMS-HORN LODGE
Total Fees: 469,261.15
This Payment: $495.00 Total ALL Pmts: 469,261.15
Balance: $0.00
*******++*****************�****************************************************�*******+****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 495.00
-----------------------------------------------------------------------------
�
Transmittal Form
Revision Submittals:
1. "Field SeY' of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved & the permit is re-issued
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
V�
� ���
�._
( ) Revisions
� R ponse to Correction Letter
Permit #(s) information applies to: Attention: � ched copy of correction letter
!1 � ( ��(�rG,h (,�wyo'CJ�1 ) ( ) Deferred Submittal .«..
� ' � v ( ) Other
Project Address:
� ) �p �lo- i I _ _ V �I l �1 R/ f
Contact Information
Company: �� �'��5� �
Company Ph: �� • �7�� Fax:
Contact Name: � v`��
Contact Ph: Cell: -(/D "3� !� ' 2 SZ�
[ � o ��oK . cv�
E-Mail: '1GVl D � A. l.�, .�� �
Town of Vail Contractor Registra ion 1�T ' � vo '
X
Signature (required)
Revised ADDITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building $
Plumbing $
Electrical $
Mechanical $
Fire Sprinkler/Alarm $
Total $ �
Description / List of Changes:
�����- 1�1oD al
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(Use additional sheet if necessary)
Date Received:
TRANSMITTAL FORM
Revision Su6mittals:
1. °Field Set" of approved plans M:UST accompany revisions.
2. No further inspections wifl be perFormed until the reyisions are approved & the permit is re-issued.
3. Fees for �eviewing revisions ace �55.00 per hour (2 �hour minimum), and are due upan issua�ce.
Permit #(s) information appties to:
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Atbention • ('S� Revisions
/��� �� ( )1Zesponse to Corredion Letier
_ �-�+'u t 5 �Vr7. ,�-, ,_,.attached Eop� of oo�on letter
( ) Deferred Submittal
( ) (}fher
Project Street.Address:
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(Number) (Streetj (Suite #)
Bwilding/Complex Name: Ci�YI -- �I o�f'ri F
�rt
Contractor Infonnat�Dn:
Company: �� � �� � �CSv �
CompanyAddress: 2�, r� . �SLCc �• ��G y�Jl7
City: f7 �a ��,� State: �D __ Zip: Z5 �
Contad Name: _ /�[n�, � ) a��[J✓c.'
Contad Phone:
E-Mail
Town of Vail
Contractor Sign�(ture (required)
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No. I' � a �
! REVISED ADDITIONAL VALUATIONS (Labor 8 Materials)
(DO NOT include original valuation)
Building: $
Plumbing: �
Electrical: �
Mechanical:
Total:
$ �
Description / List of Changes:
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Date Reeeived:
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JU!V 3 0 2010
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� OCT 2 6 2010
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Architectural Engineering Con�u�.��� ��-
Mechanical, Electrical, & Lighting Design Services
An Office with LEEDTM Accredited Professionals
Memo
To: T son Dearduff From: Martin Zourek
Com an : Pierce Architects Pro�ect: R�famshorn Condominiums
Phone: 970-476-6342 Pro'ect No.: 29022
Date: October 11 2010 Re: Chimne Shrouds Review
Tyson,
At your request we are providing this review of free area for air circulation of the
chimney shrouds which will be used in Ramshorn Condominiums project.
On ]uly 15, 2010 we were asked to review the existing chimneys and provide design
guidance for proposed shrouds construction. We reviewed the existing chimneys, their
dimensions, and number of terminated flues and vents. Based on that observation we
calculated and issued required shroud dimensions to meet minimum free areas so the
shrouds do not obstruct vent terminations and ensure proper venting (see attachment
to this letter).
We reviewed your shop drawings from 09/09/2010 and agree that they were produced
per our recommendations (and in some cases exceed our recommended minimum
dimensions), and therefore the proposed shrouds will allow proper venting and will not
obstruct installed vents.
However, after the shrouds will be installed, we request to be notified and perform site
visit to review their installation on site.
If you have any further questions do not hesitate to contact us.
Regards
Martin Zourek, M.E.
Stanton Humphries, P.E.
,�'�,00 RF,,,sr
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40801 US Hwy 6& 24, Suite 214, Eagle-Vail, CO 81620 Post Office Box 8489, Avon, CO 81620
phone: 970-748-8520 fax: 970-748-8521 email: stan(u�aec-vail.com web: www.aec-vail.com
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