HomeMy WebLinkAboutB05-0243 -
E05-0282: Entries for Item:190 - ELEC-Final 10:12 07/02/2013
Action Comments By Date Unique_
Ke
AP SHAHN 12/09/2005 A000086
230
Total Rows: 1
Page 1
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
, VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TI.MES
ADD/ALT COMM BUILD PERMT Permit #: BOS-0243
I
Job Address: 600 LIONSHEAD MALL VAIL Status . . . : ISSUED
; Location..:....: LIONSHEAD GONDOLA-600 LIONSHEAD MALL Applied . . : 08/17/2005 �'
Parcel No....: 210107207009 Issued . . . : 10/25/2005
Legal Description: �-��� _6 J��
Project No . : Expires . . .: 04/23/2006
OWNER VAIL CORP 08/17/2005
PO BOX 7
VAIL
CO 81658
APPLICANT VAIL RESORTS (VAIL CORP) 08/17/2005 Phone: 970-845-2354
P.O. BOX 959 .
AVON
CO 81620
License: 115-A
CONTRACTOR VAIL RESORTS (VAIL CORP) 08/17/2005 Phone: 970-845-2354
P.O. BOX 959
AVON
CO 81620
License: 115-A
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Desciption:
LIONSHEAD GONDOLA-TEMPORARY LOADING DOCK /
�f �Occupancy: S1,B (� �Q � �
T Construction: II N T II Non-Rated �
� � 5�,�.r�
Type Occupancy: ??
Valuation: $59,500.00 Add Sq Ft: 0
Fireplace Informadon: Restricted: �f of Gas Appliances: 0 I/of Gas Logs: 0 #of Wood Pellet: 0
*�*****s**x********s*a****s**�rts*st**********srrr****s*�******s**** FEE SUMMARY s*****************s*s***********�******�*******�:*****r******
Building------> $913.75 Restuarant Plan Review--> $o.oo Total Calcula[ed Fees--> $1,180.69
P1anCheck---> $463.94 DRB Fee-----> $O.Ob AdditionalFees----------> $0.00
Invesrigadon-> $0.00 Recrearion Fee-------------> $0.0 0 Total Permit Fee---------> $1,18 0.6 9 "
Will Call-----> $3.00 Clean Up Deposit Fee--> $0.00 Paymenu-------------------> $1,1so.69 !
TOTAL FEES-------------> $1,18 0.6 9 BALANCE DUE---------> $0.0 0
sas**sss*******s*ssss*xs*s**s*�**sss�***s******r*�s***s*�s�s*s*�*�*�*�*****ssss*******ssss*s*�*****r«*****x****ss*s*►**********sar*s**x�s*ss**ss*
Approvals:
Item: 05100 BUILDING DEPARTMENT
08/24/2005 cdavis Action: DN Many corrections
to be addressed. Corrections report sent to applicant
8/24/05
10/14/2005 cdavis Action: AP All corrections
made
Item: 05400 PLANNING DEPARTMENT
09/13/2005 George Action: AP
10/19/2005 George Action: PA Partial approval
of revised plans lowering the road grade and eliminating
the covered delivery system.
Item: 05600 FIRE DEPARTMENT
08/25/2005 mcgee Action: DN See comments from
Bldg Dept.
Fire protection not shown.
Egress not approved. Obstructs public way.
Type construction is not compatable.
10/21/2005 mvaughan Action: AP sprinkler and
alarm plans are required
Item: 05500 PUBLIC WORKS
10/17/2005 ls Action: DN Public Works
Engineering is awaiting for a stamped letter or drawing
stating that skier bridge abutments are not being
affected due to the proposed 4.5 ft excavation that is
shown on the plan for turnaround area.
10/18/2005 tk Action: AP Approved with the
condition path is returned to orignal conditions as per
plans by June lst 2006 and that a post construction
survey is completed to verify no grades were changed
within the 100 yr floodplain prior to CO.
..:::�:*:*:*��::::::.**::.:.:.::::::.*:**..:::.�:�:::::*�:::::.****:::::�****::****.�*:�:.*�.**:::�*********.******:�******�******.*.***�***_***:
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQLTESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV BY T EPHO T 479-2149 OR AT OUR FFICE FROM 8:00 AM-4
PM.
�
SIGNA RE O OWNER OR CONTRAC OR R HIMSELF AND OWNEF
l��-� - � ��
PAGE 2
*********************�*********************************************************�x*****�*************�****
CONDITIONS OF APPROVAL
Permit#: BOS-0243 as of 10-25-2005 Status: ISSUED
*************************************************************************************�*****************�:
Pernut Type: ADD/ALT COMM BUILD PERMT Applied: 08/17/2005
Applicant: VAIL RESORTS (VAIL CORP) Issued: 10/25/2005
970-845-2354 To Expire: 04/23/2006
Job Address: 600 LIONSHEAD MALL VAIL
Location: LIONSHEAD GONDOLA-600 LIONSHEAD MALL
Pazcel No: 210107207009
Description:
LIONSHEAD GONDOLA-TEMPORARY LOADING DOCK
Conditions:
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72.
/
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
********************************************s*********************ss************************
Statement Number: R050001808 Amount: $1,180.69 10/25/200501:29 PM
Payment Method: Check Init: LT
Notation: Richard Caudel /
ck 3261
Permit No: B05-0243 Type: ADD/ALT CONII�I BUILD PERMT
Parcel No: 2101-072-0700-9
Site Address: 600 LIONSHEAD MALL VAIL
Location: LIONSHEAD GONDOLA-600 LIONSHEAD MALL
Total Fees: $1,180.69
This Payment: $1,180.69 Total ALL Pmts: $1,180.69
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
BP 00100003111100 BUILDING PERMIT FEES 713.75
PF 00100003112300 PLAN CHECK FEES 463.94
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
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Buildin Permk#: — �.�'
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Se ca�, etc.!
, 75��r+o�tage Rd.
VaU,�rado 81657
CONTRACTOR INFORMATION
�tractor. Town of Vail Reg. No.: Contact and Phone#'s:•
�., ��ESoRTs o. Y4S- Z 5�4
//S-� Q�i+. (�NNEa c. J- 6a�.Q
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COMRL,ETE VALU ONS FOR BUILDING PERMIT Labor�Matecials
BUILDING:S ,SO�00 -- ELECTRICAI:$ p0� OTHER:$ �
PLUMBING:$ � MECHANICAL:$ SSOO -- TOTAL:$ �"p� -
Fvr Parcet#Cor�tact Ea /e Coun Assessors Ofriice at 970-328-8640 or vIslt w�vw�ea e-co. n .com
��o� -- 07� - o� — 009
Job Name: L/o�S/�F.i�4D ��►Do�-a -TEyI°oRl�l�r Job Address:
LO b rJ DocrC 6'0o L�o�tsffE�{A h�4«
���� r�D� Bro+�k: 07 Fir��: / ST su�aiY�io�: Vi4ic. �l�s�a�e
Ovmers Narrte:Vk�c. �sse���rgs ress: .t�, 14o X 7 V t� t.o Q/6S'a Ph°net �'/'3'aS{4
A�h 1� cNR1s c//sN qddfggg� �T Zoo
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f ineer: . - H � : X Address:P o.� q7 ED�S Co 8'/632 �O^�� �Z E-3� - -
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Wor�c Ciass: Neuv( ) Addit'ron( ) ,Remodel( ) Repair( ) Demo( ) Other
Vllork Type: Interia�( ) �Exterior�} E�dth O Does an EHU:exist at this location: Yes O No�
Type of Bidg.: Sin91e-famiN( ) Two-family( `} ,Mt�ti-tamlly( ) Commercial( � Restaurant( ) Other�
No.of Existing Dv�ling Units in this building: No.of Ac.�omrnodation Un�s ln this buiWir�: 0
�:
NoR of Fire ace�ExisU : Gas A iances Gas L Wood/Pellet Wood Bum' '
No/T of Fice aces Pro sed:Gas fiances Gas L s Wood/Peilet Wood Bumi NOT ALLOWED
Does a ire Atarm Exist: Yes No O Does a Fire Sprinkier System Exist: Yes No O
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FOR OFFiCE USE ONLY
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KOECI3LEIN CONSULTING ENGINEERS
CONSULTING GEOTECHNICAL AND MATERIALS EIVGINEERS
SOILS AND FOUNDATION INVESTIGATION
PROPOSED LIONSHEAD GONDOLA TERMINAL
VAII,, COLORADO
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Prepared for:
Dave Thorpe
Vail Associates, Inc.
P.O. Box 7
Vail, CO 81658
Job No. 96-031 April 1, 1996
DEM7'R: ]23G4 1-Vest AlameJa Prk»y., Suite 135, Lakewuod, CO. 80228(303) 989-1223
AI�ON: P.O. Box 179�! Avon, CO. 8I620-179./
S/l.l'FK71/OKJVI:: P.O. Box Z7�17, Silverfhorne, CO 80�198
• T
TABLE OF CONTENTS
SCOPE 1
EXECUTIVE Si;fNIMARY i
PROPOSED CONSTRUCTION 2
SITE CONDITIONS 3
GEOLOGY 3
�
RADON '
SUBSURFACE INVESTIGATION 4
SUBSURFACE CONDITIONS 4
SITE GRADING 5
BELOW GRADE CONSTRUCTION 5
TUNNEL DESIGN AND CONSTRUCTION 6
FOUNDATION S �
S�read Footin�s �
Diiven Piles 9
Au�er-Cast Piles 10
FLOOR SLABS > >
FOUNDATION DRAINAGE � 1
LATERAL WALL LOADS �2
SURFACE DRAINAGE i�
COMPACTED FILL �4
LIlVIITATIONS 15
VICINITY MAP FIG. 1
LOCATIONS OF EXPLORATORY BORINGS FIG. 2
LOGS OF EXPLORATORY BORINGS FIG. 3
GRADATION TEST RESULTS FIG'S. 4 thru 6
TYPICAL WALL DRAIN DETAII. FIG. 7
TYPICAL EARTH RETAINING WALL DETAIL FIG. 8
SCOPE
This report presents the results of our geotechnical soils and foundation
investigation for the proposed Lionshead Gondola Terminal iu Vail, Colorado. The
purpose of our investigation was to evaluate the subsurface conditions at the site and to
provide geotechn.ical recommendations for the proposed construction.
This report includes descriptions of subsurface soil and grouud water conditions
found iu the exploratory borings, recommended foundatiou systems, allowable fou.ndation
, soil beariug pressures, aud recommended design and construction criteria for details
iufluenced by the soils. Tlie report was prepared from data developed duriug our field aud
laboratory iuvestigations, eugiueeriug analyses of tl�e field aud laboratory data, and our
ea�eiience with similar subsuiface conditions in the area.
The recoimnendatious presented iu tlus report are based on prelimiiiary buildiug
plaus. We should be coutacted to review our reconuneudatious wheu the final plaus for
. the structures have been developed. A summary of the results of our investigation is
presented below. Detailed recommendations for design and construction are presented in
the report.
EXECUTIVE SUMMARY
l. The subsuiface conditious at the site vai7ed. T71e boiiugs iudicated betweeu 9.0
and 15.0 feet of fill, uuderlain by a silty saud aud gravel to the maximum depth
explored of 29.5 feet. In boring TH-1, the fill was underlain by a soft organic
clay to a depth of 19.0 feet, which was underlain by the silty sand and gravel to
a depth of 29.5 feet.
2. Free grou.nd water was fouud iu 2 of the 4 boriugs at depths of 16 and 19 feet
duiiug the subsurface iuvestigation; tlus con-espouds to approximate elevations
of 8101.5 aud 8098.5.
. ,
3. Based on the subsurface conditions and the auticipated loads for the structure,
we auticipate that spread footings could be used for the foundation system by
removing the existing fill and soft clay. Other options could include driven piles
or auger-cast piles. Each foundation system has different di.fficulties with
construction that should be considered when evaluating the foundation systems.
4. If the owner is williug to accept some risk of movement in the floor slab, then
the floor slab may be coustructed on the existing fill. If the existing fill is
removed and replaced, slab-on-grade floors can be constructed on the
compacted fill with low risk of movement. We recominend a 4 inch layer of
fiee draiuing gravel be placed beneath the floor slabs.
5. Cobbles and boulders were fouud iu the subsurface soils which could influence
�
excavations.
�
I� 6. Drainage around all structures should be desigued and constructed to provide
for rapid reinoval of surface ruuoff aud avoid coucentration of water adjacent to
� foundation walls.
�
7. The area at tlie proposed site has a low risk of radou gas.
PROPOSED CONSTRUCTION
At the time of tlus iuvestigation prelimivary desigu was iu progress for the
structure. The proposed Lionshead Gondola Terminal is anticipated to be a 1 story
structure, with a basement beneath a small portion of the southem part of the structure. A
tuunel will be conuected from the basement to tlie e�dsting gondola terminal to the uorth.
Tl�e baseLnent level will be used to couvey aud store the gondola carts. The structure is
anticipated to be coustiucted of cast-in-place coucrete with a steel frame. T7ie sides of the
goudola terminal will have glass windows.
2
SITE CONDITIONS
The approximate locatiou of the site is showu ou the Vicinity Map, Fig. l. The
site is relatively flat with a steep drop to Gore Creek of about 25 to 30 feet at the southern
end of the site. Gore Creek flows approximately 60 to 70 feet to the south of the southenn
edge of the proposed gondola terminal. It appears that fill had been used to create avd
I
.
.
.
develop the area wheu the existmg goudola tenninal was constructed. T1ie site is used for
skier travel iu the winter and a miuiature golf course during the summer. At the tune of
drilling, as much as 4.5 feet of snow covered the site.
GEOLOGY
A geologic hazards study was not in the scope of work for tlus project. We
reconuuend that geologic hazards Ue iuvestigated by an engineeriug geologist. If a
geologic hazards study is requu•ed, we can provide tlus service.
RADON
In receut years radon gas has become a concern. Radou is a colorless, odorless
gas that is produced wheu iniuerals in soil and bedrock decay. Radou is typically fouud in
bedrock fonnatious. Tl�e gas is more commou in igueous or metamoipluc rock foi-mations
than iu sedimentary rock fonnations. Fractures iu the earth's crust and the dryness of the
soil allow the radou gas to inove to the surface. Radon gas inoves more easily tluough
dry soil because moisture uilubits the moveinent of radon molecules.
3
In the area uuder investigation, the surficial alluvial deposits are uuderlaiu by
sedimentary rock with a water table. Sedimentary deposits and the presence of water
minimi�e the risk of radon gas. Hence, tlie area uuder investigation has a low risk of
radon gas.
SUB SURFACE INVESTIGATION
Subsurface conditions were investigated at this site on March 18, 1996, by drilling
4 exploratory boriugs at the locations shown ou Fig. 2, Locatious of Exploratory Boruigs.
The boi�gs were di-illed with a 4-iuch diaiueter coutiuuous fliglit power auger. T71e
borivgs were drilled to depths vaiyiug fi•om 12.5 to 29.0 feet, depeuding ou the subsurface
conditious aud where practical auger refusal was �net. 71ie e��loratory boriugs were
observed by a representative of our office who directed field operatious, logged the
subsurface soils, aud obtaiued saiuples for laboratory testiug. Grapluc logs wluch
suinmarize the subsurface couditions found in our borings are shown on Fig. 3, Logs of
Exploratory Borings. Tl�e laboratory investigation included visual classification of all
sainples aud testiug of selected representative samples for moisture content and gradation.
Results of the gradation tests are preseuted ou Figs. 4 tlu-u 6, Gradatiou Test Results.
SUBSURFACE CONDITIONS
Tlie subsurface conditious fouud in the exploratory borings varied. The
exploratory borings indicated fill to depths between 9.0 and 15.0 feet. In boring TH-1, the
fill extended to a deptl� of 11.0 feet and was underlain by a very moist, soft, black, sandy,
4
gravelly, organic clay to a deptli of 19.0 feet. The clay was underlain by a moist to wet,
dense to very dense, brown, silty sand aud gravel to a depth of 29.0 feet. In boring TH-2,
the fill extended to a depth of 12.5 feet. Several attempts were made to drill TH-2 deeper;
however, due to the boulder size material, this was not possible. In boring TH-3, the fill
extended to a depth of 9.0 feet, wluch was uuderlain to a depth of 25.0 feet by a moist to
wet, dense to very dense, brown, silty sand and gravel. In boring TH-4, the fill extended
to the viaxi.mum deptli explored in TH-4 of 15.0 feet. The fill consisted of a moist, loose
to inedium deuse, brovvu, silty sand and gravel. Free ground water was fouud in 2 of the 4
boriugs at depths of 16 and 19 feet below the grou.ud surface during the iuvestigation,
wlucl� conespouds to approxunate elevations of 8098.5 aud 8101.5, respectively. Drilliug
of the subsurface materials was difficult due to the cobble aud boulder size mateiial in tl�e
soils.
SITE GRADING
Cut aud fill may be required for construction of the proposed structure. A
ininiature golf course currently exists at the site; this should be removed prior to
consttuction. Fill material may consist of ou-site grauular soil fi•ee of orgauics aud
deleterious materials or approved 'unported grauular soils. Fill should be placed and
compacted as recommeuded iu the COMPACTED FILL sectiou of tlus report.
BELOW GRADE CONSTRUCTION
Basemeut construction is possible for the areas investigated. Excavatiou of soils iu
5
all areas will contain cobble aud boulder size material. The size of the boulders will
greatly in.fluence the degree of difficulty for excavating these soils. A greater
concentration of boulders is always possible. Due to the nature of the subsurface
conditions, we anticipate that heavy duty excavation equipment may be needed to
excavate the soils.
� Great care ueeds to be exercised during construction so tliat the excavation or cut
slopes remain stable. The subsurface soils classify as a Type C soil in accordance with
OSHA regulatious, wluch requues cut slopes to be at a slope of 1.5:1 (horizontal:vertical).
OSHA regulations should be followed for any excavation or cut slope.
TUNNEL DESIGN AND CONSTRUCTION
The tumiel is auticipated to be constiucted of either cast-in-place concrete or a
large corrugated inetal pipe. T1ie subsuiface couditious eucouutered in the area of the
proposed tuwiel (boriug TH-4) consisted of fill to the maximum depth explored in TH-4
of 15.0 feet. The fill consisted of a loose to medium dense silty sand and gravel. We
anticipate that the soft organic clay encouutered in boring TH-1 could be encountered in
the excavation for the tuuuel. If move�nent iu the tuuuel is uot acceptable, we recomiuend
that the existiug fill aud the soft clay, if encountered, be removed and replaced witl� on-site
granular soils free of orgauics and deleterious materials or au approved 'unported granular
fill. Fill should be placed aud compacted as recommended iu the COMPACTED FILL
Section of this report. If the owner is vvilling to accept some risk of movement in the
tuunel, the tuunel may be constructed on the existiug soils. Damage caused by settlement
6
of the soils would be greater if a cast-iu-place concrete tunuel is used, as opposed to a
con-ugated metal pipe. We should observe the excavation for the tunnel to confinn the
extent of the fill and that the soils are as anticipated in the exploratory borings.
For design, we recommend that a maximum allowable soil bearing pressure of
2,500 psfbe used. Also, a unit weight of 135 pcf should be used for the soil placed above
the tunnel. If lateral earth pressures are to be considered in the design of the tuunel, refer
to the LATERAL WALL LOADS Section of this report.
FOUNDATIONS
A iniviature golf course currently exists at tlus site; it should be removed prior to
coustructing the fouudatiou. The subsurface_soils at the site consisted of fill aud soft
orgavic clay to a depth of approx'vnately 19.0 feet. These soil conditions aud tlie type of
stiucture proposed greatly a�ect the foiuidation--system. Several options for a fouudatiov
-�_..
system were evaluated. These iuclude spread footings with the overexcavation of e�cisting
fill and soft clay soils, driven piles, auger-cast giles and drilled piers.
T� ` � t-o'.� B$'t�h't i +v� �1fA -
Si�read Footui�s �� nxCr4,l,1-i'la-J V-tt��► �M P°n� �1� i"'1� ���'"��
���
If spread footiugs are used as the fouudatiou system for the proposed stiucture,
several consideratious need to be made. The existing fill and soft clay soils should be
removed. We auticipate that tlus will involve removal of about 19.0 feet of material iu tlie
area of boring TH-1, about 19.0 feet in the area of boriug TH-2, and about 9.0 feet in the
area of boring TH-3. We should be coutacted to observe the excavation to confinn that
7
these estimates are valid. Tlie footings should be placed ou the firm natural soil beneath
the soft clay and fill. '11ie remauung excavatiou should then be backfilled. The on-site
granular soils free of orgauics and deleterious materials or an approved imported grauular
fill are acceptable for fill material. The fill should be placed and compacted as
recommended iu tl�e COMPACTED FILL Sectiou of this report.
I Another option would iuvolve overexcavatiug the soft clay soils aud existing fill
and replaciug the excavated material with an approved granular fill. T1us material should
have a inaxunuin of 15 perceut passing the No. 200 sieve and a maximum size of 6 incl�es.
Larger material may be possible in the deeper sections of the fill. By properly com}�actiug
this �naterial, the footiugs could be placed at a lugher elevation than the above method aud
still miuimize settlemeut. We strougly reconunend that a sample of the viateiial be
submitted for testuig aud approval. Also, we reco�runeud that a representative of our
office obseive aud test the placemeut aud compaction of tlus fill. We recommeud the
material be placed and com,�acted as recommended in the COMPACTED FILL Section of
tlus report.
The spread footiug fouudatiou system should be designed and constructed to meet
the following criteria:
1. Footings should be supported by uudisturbed natura] sand and gravel soils fouvd
below the existiug fill and soft clay soils, or by an approved coinpacted granular
fill. Soils looseued by ivaclune excavatiou should be cleaned fi�om the excavation,
or compacted, prior to placing coucrete for the footings.
2. Since grouud water was eucouutered below tlie soft clay soils in boring TH-l, it
may be uecessary to coustruct a footivg pad with grauular soils beneath the
footi�gs. Approved ou-site granular soils or an approved imported granular fill
could be used to construct the footing pad. The fill should be placed and
compacted as recommeuded iu the COMPATED FILL Section of this report.
8
3. We recommend wall aud column footings be desigued for a maxunum allowable
soil bearing pressure of 4,000 psf.
4. If the spread footings are placed on the firm natural soil beneath the soft orgauic
clay, we anticipate the differential settlement of the fouudations will be about 0.5
inch. If the spread footings are placed on the above mentioned, properly
compacted fill (maximum of 15 percent passing the No. 200 sieve, maximum size
of 6 inches) we anticipate the differential settlement to be about 0.5 inch. Due to
the �
anular uature of the subsurface soils we anticipate the majority of this
ti n.
0
ccur durin au
d immediatel
followin construc o
settlemeut will g Y g
5. The dimensions for column footings should be at least 24 inches square aud for
continuous wall footiugs should be at least 16 iuches wide. The footiug widths
� should be determined by the structural engineer based on the loads of the
�
structure.
6. Continuous fouudatiou walls should be reiuforced to span local anomalies in the
soils.
7. Pockets of soft or loose soils may be found iu the bottom of the excavatious for
the footings. Where soft or loose soils are fouvd they should be removed to
expose fu-m soils and replaced with lean concrete or coinpacted soils. The on-site
granular soils or au approved 'unported grauular fill are acceptable for compacted
fill. No topsoil or other orgauic mateiial should be used as compacted fill. Fill
should be placed and compacted as recommeuded in tlie COMI'ACTED FII.,L
sectiou of this report.
8. The foundation soils contain cobbles and boulders. Removal of the cobbles and
boulders may result in depressions aud rough bottoms in the excavation. The
resulting depressions cau be backfilled with compacted backfill or lean concrete.
Refer to the COMI'ACTED FILL section of tlus report for backfill requirements.
9. Exterior footiugs should be protected from detriinevtal fi-ost action. The uonnal
depth of frost protectiou for tlus area is 4 feet beueath the exterior grou.ud su�face.
10. The fouudation excavatiou should be obseived by a represeutative from our office
to coufirm that the subsurface conditions are as anticipated. Iu additiou, the
placement and compaction of fill or backfill materials at the site should be
observed and tested by a representative of our office during construction.
` �mJ'�- 17fi,S o r�Tl e.J w.+"��
Driven Piles _ ��-°�R'P�L> �ODN'
Driven H-piles are possible for the foundation system for the �roposed structure.
9
i � �
T1ie driven piles carry the loads of the structure dee�er iuto the ground, not relying on the
soft clay soils or existing fill for support. Due to the boulders in the subsurface fill soils
the location of the piles should be pre-drilled through the existing fill to the clay layer and
then driven into the underlying sands and gravels. This will help to m;nimi�e damage to
j the piles from the boulders during installation. We estimate that possible pile capacities
could be 25 kips for au HP 1Ox42 , and 40 kips for an HP 14x72. These are based on a
muumum length for the piles of 30 feet from the existing ground suiface. These values are
estimates only and should not be used for desigu. If driven piles are evaluated as the best
altexuative for the foundation system, we can provide s�ecific design criteiia.
Auger-Cast Piles
Tliese piles cousist of cast-iu-place concrete piles. The piles are installed by
drilling with a contiuuous fligb.t hollow stem auger to the desired depth aud then pumpu�g
tlie concrete through the hollow stem auger as the auger is removed froin the hole.
Difficulties may be encountered during the installation of the auger-cast piles due to the
boulder size inaterial in the existing fill, wluch would make installation impossible. This
should be considered when evaluating auger-cast piles as a fouudation system, as well as
mobilizatiou costs. We estimate that possible auger-cast pile capacities could be 35 kips
for a 12 iuch diameter pile with a m;nimum leugth of 30 feet from existing grouud suiface.
This value is an estimate only and should not be used for design. If auger-cast piles are
considered for the foundation system of the proposed structure, we can provide design
criteria.
10
FLOOR SLAB S
The near surface soils generally consisted of about 9.0 to 15.0 feet of fill underlain
by either a soft orgauic clay or a dense to very dense silty sand and gravel. Also, a
miniature golf course exists on the site, which should be removed prior to constructing
floor slabs. In our opinion, the existing soils will not safely support a slab-on-grade
without some risk of movement. If the owuer is vvilling to accept the risk of damage
caused by iuovemeut of the floor slab, then the floor slab could be constructed on the
existiug soil. If the existing fill and soft clay soils are removed aud replaced with au
- uld be coustiucted
with low
lab on- rade co
II�� theu the s
approved compacted grauular fill, g
risk of inovement. A layer of free drauung gravel beneazh the slabs may be desirable to
provide a leveli�ig course and drainage for grouud water.
Fill may be required iu foundation excavatious below the slab-on-grade areas. T11e
fill may cousist of ou-site grauular soils fi-ee of organics aud deleterious mateiials or an
approved 'unported grauular fill. No grauular material larger thau 6 iuches, topsoil or
other organics should be placed in fill beneatli floor slabs. Fill should be placed and
com}�acted as recommended in the COMPACTED FILL sectiou oftlus report.
FOUNDATION DRAINAGE
Surface water frequeutly flows tlu�ougb relatively penneable backfill adjaceut to
the structures and collects at the foundatiou elevation. Where there is below grade
coustruction, this can cause wet or moist basement conditions after construction. Since a
basement and tuunel are plauned for the proposed structure, we recommevd provisiou of a
11
foundation draiu to reduce the accumulatiou of water adjacent to the basement level walls.
The drain should consist of a 4-iuch diameter perforated pipe eucased in free drainuig
gravel. The drain should be sloped so that water flows to a sum� where the water cau be
removed by pumping, or to a positive gravity outlet. Recommended details for a typical
wall drain are presented on Fig. 7.
LATERAL WALL LOADS
Basemeut walls are planned and retaiuiug walls may be planned which will require
lateral desigu pressures. Lateral earth pressures depeud on the type of backfill aud the
heiglit and type of wall. Where walls are free to rotate sufficieutly to mobilize the streugth
« „
1 ll.
c udit o
of the bac the walls sliould Ue desigued to resist the active earth pressure o
�
Where walls are restrained, wluch uormally occurs in a basement wall, the walls should be
desigued to resist the "at rest" earth pressure condition.
For design, au equivalent fluid weight of 35 pcf should be used for the "active"
earth pressure and an equivalent fluid weight of 50 pcf should be used for the "at rest"
conditiou. A `�assive" equivalent fluid weight of 30�0 pcf can be used to resist the wall
loads where soils will always reinain iu place at the toe of the wall. These equivaleut fluid
weiglzts are based on a horizontal backfill condition. A coefficient of fi-iction of 0.5 can
also be used at the bottom of the footing to resist the lateral wall loads. The equivalent
fluid weights do not include allowances for surcharge loads due to hydrostatic pressures
or live loads.
12
�I
Backfill belund or adjacent to tl�e walls sl�ould be placed and compacted as
recommended in the COMPACTED FILL section of tlus report. Placement of fill should
be observed and tested by a representative of our office.
� To reduce the possibility of developing hydrostatic pressures behind retaining
walls, a drain should be constructed adjacent to the wall. T1ie drain may consist of a
inanufactured drain system or gravel. If gravel is used, it should have a maxi�nu�n size of
1.5 inches and have a inaxunum of 3 percent passing the No. 200 sieve. Washed coucrete
aggregate will be satisfactory for the draivage layer. The gravel drain fill or mauufactured
drain should exteud from the bottom of the retaining wall to withiu 2 feet of subgrade
elevation. The water cau be drained by a perforated pipe with collection of the water at
the bottoin of the wall leadiug to a positive gravity outlet. A typical detail for a retauiing
�I
wall draiu is preseuted iu Fig. 8.
SURFACE DRAINAGE
The risk of wetting of the foundation soils and developing hydrostatic pressure
beluud below grade walls cau be reduced by carefully planned and maintained surface
draivage. Suiface draivage arouud the stiucture should be desigued for positive draivage
away fi-om the structure where possible. Pondiug of water aroiu�d tlie structure should be
avoided to preveut water from collectiug adjacevt to fouudatiou walls. We i•ecommeud
th� following precautious be observed duriug constructiou and maiutained at all t'vnes after
constiuction is complete:
1. Wetting or drying of the opeu foundatiou excavation should be avoided as
mucl� as possible during coustruction.
13
2. The ground surface sun'oundiug the exterior of the structure should be sloped
to drain away from the structure in all directious. We recommeud a slope of at
least 12 iuches in the first 10 feet.
3. Fill around the exterior of the building should be placed and compacted as
recommended in the COMPACT'ED FILL section ofthis report.
COMPACTED FII.L
Fill may consist of on-site grauular soils free of organics and deleterious materials
or an approved imported granular fill. Refer to the appropriate sections in tlus report for
the use aud locatious of each type of fill. No gravel or cobbles larger than 6 iuches should
be placed below stiuctural fouudations or slab-on-grade floors; uo boulders larger thau 12
iuches should be placed iu other backfill (uou-structural) areas. Fill areas should be
stiipped of any vegetation or topsoil, compacted, aud then scarified. Fill should Ue placed
iu thiu loose lifts, moisture couditioued to witluu 2 percent of optimum moisture covteut,
and cou�pacted to tlie recominended coinpaction showu iu tlie followuig taUle. The
recominended compaction varies for tlie giveu use of the fill.
Recommended Com action
Perceutage of the Standard Perceutage of the Modified
Use of Fill Proctor Maxinium Dry I'roctor Maai�num Diy
Deusity Deusity
(ASTM D-698 (ASTM D-1557)
Below Stiucture Fouudations 98 95
Below Slab-On-Crrade Floors 95 90
Backfill(Non-Structural 90 90
We strongly recoinmend that a representative of our office observe and test tlie
placement and compactiou of structural fill. Fill placed below foundations or slab-on-
14
grade floors is cousidered structural. It has been our experieuce that without eugineeiiug
quality control, poor construction teclvuques and habits may occur wluch result iu poor
foundatiou and slab perfonnance.
LIMITATIONS
Our exploratory borings were located to obtain a reasonably accurate
determivatiou of subsuiface soil aud grouud water conditions for the proposed structure.
However, variatious in the subsuiface conditions are always possible. Tl�ese variatious
generally become evideut during constructiou excavation. We recommend that we iuspect
the completed excavatiou to coufinn that the eugineering properties of the soils are
representative of the soils fo�wd iu the ea�loratory Uoiiugs. T7ie placemeut and
compactiou of fill should also be iuspected aud tested by a representative of our office.
11ie recomvneudatious preseuted 'ui tlus report are based ou prelimivaiy buildiug plans.
We sho
uld be coutacted to review our recommendations when the final plaus for the
structure have beeu developed. Tlie design criteria and subsurface data presented in this
report are valid for 3 years from the date of tlus report.
15
We appreciate the opportuuity to provide this service. If we cau be of fwther
assistance in discussing the contents of tlus report or our aualyses of subsurface
conditions, please call.
KOECHLEIN CONSULTING ENGINEERS
Prep ared by
� �W
Scott D. Wanier, Enginee ``\��,��+.e��4�;`�i'rrrrirr��'��
.+.� w `�
i�`��:� �{,��,�������
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. C�.?S� �iQ�
��.� � �3 . _
Reviewed by ° =
. .
��; 15962 :��
WilliamH. Koeclileiu, P.E., President .�,;
,o,�.,;�- I-9 6.,.�,�,
� ,.
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SDW/jt �����'�i�i��l���S�1�����``,.
(3 copies seut)
cc: Moiu�oe &Newell - Craig Cai-roll
16
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NOT TO 3CALE
VICINITY MAP
JOB NO. 96-031 F��� �
I I EXISTING GONDOLA TERMINAL
I I
� I
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I I
I I PROPOSED BULL WHEEL
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9�� � � TERMINAL
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� I EXISTING LIFT TOWER
I �I
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PROPOSED LIFT TOWERS I
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�� �� �.,�,} �L ��� .• G�RE CREEK �
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� i � � „ (�j+" � SCALE: 1'= 50'
�� 9�'� LOCATIONS OF EXPLORATORY BORINGS
JOB NO. 96-031
FIG. 2
, , TH-1 TH-2 TH-3 TH-4
APP.EL. 8120.5 APP.EL. 8122.5 APP.EL. 8114.5 APP.EL. 8122.5
s125 g125 LEGEND:
� FILL , SAND and GRAVEL , Silty , Cobbles , Boulders , Moist , Loose to
medium dense , Brown-.
8120 8120 CLAY , Sandy , Gravelly , Organics , Very moist , Soft , Black .
20/12
19/12 .� SAND and GRAVEL , Silty , Moist to wet , Dense to very dense , Brown .
WC=7 �'0:
O;
8115 -200=15 8115
30/ 12 _ Indicates depth at which free ground water was encountered at the
time of drilling .
50/3 � Indicates practical drill rig refusal .
8110 32� 12 8110
WC= 11
Z -200=28 69/ 12 Z DRIVE SAMPLE . The symbol 19/ 12 indicates that 19 blows of a 140
� w�-$ O � pound hammer falling 30 inches were required to drive a 2 . 0 inch
1- -200=30 F- O . D . sampler 12 inches .
a �/ ia Q
W 8105 4�, 12/12 8105 W
J •9 J
Z q9 Z
- :�. -
_ 'o =
�' — �d� 5 7/1 2 .fl0: F'
W 8100 '.p; WC=12 •°.�. 20/ 12 8100 W
� ��' -200=5 ' yJ�=g � NOTES:
pi�. ��� -200=9
�4' �
�q� 1 . The Exploratory Borings were drilled on March 18 , 1996 with a
�0' ��". 4-inch diameter continuous flight power auger .
8095 �4, �� C 10/ 12 8095
.��. ' � 2 . The Boring Logs are subject to the explanations , limitations ,
,b• �'Q and conclusions as contained in this report .
�� •�
•4 72/10 '� . 3 . Laboratory Test Results :
.� WC - Indicates natural moisture content ( %)
8090 .� 44/12 8090 -200 - Indicates percent passing the No . 200 sieve (%)
8085 8085
8080 8080
LOGS OF EXPLORATORY BORINGS
JOB NO. 96-031 FIG. 3
KOECHLEIN CONSULTING ENGINEERS
HYDROMETER ANALYSIS SIEVE ANALYSIS
57 TIME READ�NGS U.S.SiANDARD SERIES CLEAR SOUARE OPENINGS
45 MN.15 Mrl. 60 MIN.19 MIN. 4 MIN. 1 MIN. '200 '100 'S0'd0'JO '16 '1 i'B '4 3/8' 314' 1 h' 3' i'�� e0
100 � ��
� � � I 20
BO
30
70 I � � o
ao z
� � � � � � c
a Z
Z 50 ao �
� Qo � � I
a
�o
so I I I eo
20
�
�o � � �
,00
o , , ; ,
001 .002 r .005 .009 019 037 074 149 297 O d2� 1.19 2 0 2.38 4.76 9.52 19.1 36.1 762 12152�
pIAMETER OF PARTICLE IN MILLIMETERS GRAVEL
SAND
CIAY(PIASTIC)TO SILT(NON•PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
SAND and GRAVEL , Silty GRAVEL 39 % SAND 46 0�0
Sample B o r i n q T H- 1 a t 4 f e e t SILT&CLAY 1 5 % LI9UID LIMIT %
From �i,
PLASTICITY INDEX
HYDROMETER ANAIYS�S SIEVE ANALYSIS
TIME READINGS U.S.STANDARD SERIES CLEAR 59UARE OPENINGS
25 HR. 7 HR '4 3/8' 314" 1%' 3' S' " 8�
45MW.15MW. 60MIN.19MIN. 4MIN. 1MNJ. '200 '100 'S0'4I'30 '�6 ��i�8 I
100
10
� � � I 20
80
30
70 � � � o
a0 z
C9 �
� � � � � � c
a z
w � 60 �
a
� 40 � � � 70
so I � � eo
zo
vo
�o � � I
,00
o ,
.001 .002 .005' 1.00q .019 .037 � .074 149 .297 0 42 90 ,1 1.19 2.0 2.38 .4.76 '0.52 19.1 36.1 76.2 121522�
qAMETER OF PARTICLE IN MILUMETERS
�p GRAVEL
CLAY(PIASTIC)TO SILT(NON•PLASTIC) F�E MfDIUM COARSE FINE COARSE COBBLES
Sample of S A N D , G r a v e 1 1 y GRAVEL 4 1 � SAN� 5 4 %
From B o r i n g T H-1 a t 1 9 f e e t SILT&CLAY 5 � LI9UID LIMfT 96
PLASTICITY INDEX %
GRADATION TEST RESULTS
FI(3. 4
JOB NO. 98-031
• •
KOECHLEIN CONSULTING � NGiNEERS
HYDROMETER ANALYSIS SIEVE ANALVSIS
5 ) TIME READ�NGS U.S.STANDAR�SERIES CLEAR 59UARE OPENINGS
45MN.15MN. 60MIN.70MIN. 4MIN. 1MIN. '200 '100 'S0'40'JO '16 '1i'8 '4 3/8' 314' 1%t' 3' i�� 0
100 � 10
� � � I 20
80
�
70 I � � o
40 z
� � I I � C
d Z
Z � �p �
a
� 40 � � I
�o
30 � � I BO
20
90
10 � � I 100
0 ' , , : , : � . 152
001 .002 ,.005 .004 019 031 1.074 1 .149 , .297 O d2 90 .• 1.19 2.0 2.38 •4.76 9.52 79.1 3e.1 76.2 127 200
qAMETER Of PARTICLE IN MILLIMEiERS GaqVEI
SANO
CLp,y(pLf�STICJ TO SILT(NON-PtASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
SAND , Silty , Gravelly GRAVEL 17 % SAND 55 0�0
F OfTI I B of r i n g T H-3 a t 4 f e e t SILT&CLAY 2 8 % L19UID LIMIT %
PIASTICITY INDEX %
HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 7 HR
TIME READINGS U.S.STANDARD SERIES CLEAR 561UARE OPENINGS
45MIN.15MW. 60MIN.19MIN. 4MIN. 1MW. '200 '100 'S0'4i'30 '16 '7i'8 '4 3/8' 314' 1%i' 3' i" " �
100
10
� � � I 20
80
30
70 � � � o
40 Z
� � � I I � �
d Z
W � 60 �
a
� ao � � I �0
30 ' ' � �
20
GO
10 ( � I 100
� � ' .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1. '76.2 127 200
.001 .002 .� .� 0.42 152
pIAMETER OF PARTICLE IN MILLIMETERS GR,qVEI
SAND
CIAY(PIASTIC)TO SIIT(NON-PIASTIC) F�E MEDIUM COARSE fINE COARSE COBBLES
GRAVEL, Sandy , Silty GRAVEL 62 % SAND 29 %
F Omp1e B o r i n g T H-3 a t 1 4 f e e t SILT&CLAY 9 X LI9UID LIMR_—%
PIASTICf1Y INDEX —%
GRADATION TEST RESULTS
FI(i. 5
�
JOB NO. 98-031
. .
KOECNLEIN CONSULTING ENGINEERS
HY�f20METER ANAIYSIS SIEVE ANALYSiS
TIME READ�NGS U.S.SiANDARD SEMES CLEM S9UARE OPENINGS
25 HR. )HR 'd 3/8' J14' 1'h' 3' S"�' �
45 MN.15 MIN. 60 MIN.19 MN. 4 MIN. 1 MY�I. '200 '100 'S0'd0'30 '16 '1i'B I
100 � ,o
� � � I 20
80
30
70 I � p
� 40 Z
z bp �
;� I � � � c
a Z
Z 50 u'
60 �
� ' a
a � � �
70
JO I I � �
20
90
10 I � �
� � : � , � 100
0 ' '
.001 .002 .005 009 019 037 .074 149 ' .297 0 42� 1.19 2.0 2.38 4.76 9.52 19.1 3G.1 76.2 121522�
pIAMETER OF PARTICLE IN MILLIMETERS
SAND GRAVEL
CLAY(PLASTIC)TO SIIT(NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of
SAND, Silty , Gravelly GRAVEL 26 % SAND 44 %
From B o r i n g T H-4 a t 1 5 f e e t SILT&CIAY 3 0 % LIQUID LIMIT %
PLASTICiTY INDEX %
I HYDROMETER ANALYSIS SIEVE ANALYSIS
� TIME READ�NGS U.S.STANDARD SEftIES CLEAR 59UARE OPENINGS
25 HR. 7 HR
d5 MW.15 MIN. 60 MIN.19 MIN. 4 MIN. 1 MIN. '200 '100 'S0'40'30 '16 '10'8 '4 318- 3!4' 1%' 3' i" ' O
100 � �
10
� � � I 20
BO
�
70 I I � p
� � Z
Z 60 I � W
� � � c
a Z
� w
Z � �
� I a
a � ' I 70
30 ' I � �
20
90
10 � � I 100
� / , , . , , � � •
.001 .002 , '005' .009 .019 .037 .074, .149 .297 0 42� 1.19 2.0 2.3B 14.76, ,9.52 19.1 ,36.1 76.2 12152�
DIAMETER OF PARTICLE IN MILLIMETERS
SAND GRAVEI
C�qy(pIASTIC)TO SILT(NON•PLASTIC) F�E MEONM COARSE FINE COARSE COBBLES
Sample of 6RAVEL % SAND �
From SILT&CIAY 96 LI9UID LIMfT %
PLASTICfTY INDEX %
GRADATION TEST RESULTS
FI(3. 8
JOB NO. 98-031
. .
CLAYEY BACKFILL
10 — —
1 �_ _ — — — 2�
— — — — — — — —�
'— ' BELOW GRADE WALL
_ — '
COMPACTED BACKFILL (SEE '
REPORT FOR BACKFILL
RECOMMENDATIONS) I
' MANUFACTURED DRAIN
' MIRADRAIN 6000 OR EQUIVALENT
I
MIRAFI 140N OR '
EQUIVALENT '
GRAVEL '
/
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PLASTIC SHEETING
PERFORATED PIPE �2' MIN.
NOTES:
1. DRAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTING AT THE HIGHEST POINT
AND SLOPE DOWNWARD TO A POSITIVE ORAVITY OUTLET OR TO A SUMP WHERE WATER
CAN BE REMOVED BY PUMPINCi.
2. THE DRAIN SHOUL� BE LAID ON A SLOPE RANGIN(3 BETWEEN 1/S INCH AND 1/4 INCH
DROP PER FOOT OF DRAIN.
3. ORAVEL SPECIFIC/1TION3: WASHED 1 1/2 INCH TO NO. 4 (�RAVEL WITH LESS THAN
3% PA331NO THE NO. 200 31EVE.
TYPICAL WALL DRAIN DETAIL
FI(3. 7
JOB NO. 98-031
: ♦
CLAYEY BACKFILL
10 - —
� � - - - - - - -� 2�
- - - - - - - - - - - -�
- - — - - - - - - '
- - - - - � MANUFACTURED DRAIN
' MIRADRAIN 8000 OR
EDUIVALENT
r
�
COMPACTED BACKFILL (SEE '
REPORT FOR BACKFILL '
RECOMMENDATIONS) '
�
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/
GRAVEL �
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. .o.:o..vi o:
'flfl•�4•b..
�fl. •9'�/� .0�U.
'•o.'p'.p: '9.0.
PERFORATED PIPE
MIRAFI 140N OR EG�UIVALENT
NOTES: �
1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE (3RAVITY OUTLET OR TO A
SUMP WHERE WATER CAN BE REMOVED BY PUMPINCi.
2. THE DRAIN SHOULD BE LAID ON A SLOPE RANOINO BETWEEN 1/8 INCH AND
1/4 INCH DROP PER FOOT OF DRAIN.
3. (3RAVEL 3PECIFICATION3: WASHED 1 1/2 INCH TO NO. 4 CiRAVEL WITH LE3S THAN
3!6 PA331N� THE NO. 200 31EVE.
TYPICAL EARTH RETAINING WALL DETAIL F�Q B
JOB NO. 96-031
s
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Architectural Engineering Consultants
Mechanical&Flectrical Design Services
PO Box 8489>40801 US Hwy 6&24,Ste 214,Avon,CO,81620
Telephone: 970-748-8520 Fax: 970-748-8521
www.aec-vail.com
BOI LER G�S
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STi?UGTIiRE.
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MAINTAIN 6''RADIALLY RROM GA5'REGULATOR VENT
TERM�NATION POINT. MAINTAIN 8° BETWEEN EXHAUST
T�RMINATIONS.
4O SEE BOIL�R PIPING SGHEMATIG, SHEET MI.O FOR PIPING
GONTINUATION.
O5 5EE MEGHANIGAL SITE PLAN, THIS SHEET, FOR 5Z-�
AND SZ-3 SNOWMELT f�REAS, MANIFOLD LOGATIONS,
U GONNEGT TO EXISTING 3" GAS LINE WITH I Y4" LOW �
PRES�.�RE GAS L I NE.
O 5EE GAS PIPING GONNEGTION DETAIL, SHEET MI.O,
GA5 PIPE SIZING AND LAYOUT TO BOIL�'R5. Q
8 4" PVG GOMBUSTION AtR AND EXHAUST PIPES �ROM
EAGH BOILER'ROUTED TO GONGENI`RIG TLRMINATION
EXI5TING GAS MET�R. XGEL EN�RGY TO VLRIFY
GAPAGITY. Q
GENER�L N�OTES
I. ALL UND�RC3ROUND SNOWMELT PIPING SHOWN DASHED.
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Architectural Engineering Consultants
Mechanical&Electrical Design Services
PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620
Telephone: 970-748-8520 Fax: 970.748-8521
www.aec-vail.com
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DATE� OGTOBLR Ib,2005
DRAWN BY� TOG
AEG PROJEGT # 2561�
PROJEGT�
EA6LE BAHN GONDOLA SNOINMELT
VAIL RE.�ORTS DEVELOPMENT GOMPANY
M� .O���I � I
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E05-0282
�S - �;y3
Job Address: 600 LIONSHEAD MALL VAIL Status . . . : ISSUED
I� Location.....: LIONSHEAD GONDOLA -�����1� Applied . . : 11/09/2005
'� Pazcel No...: 210106308010 � Issued . . . 11/14/2005
�I, Project No : �,��5_��0 Expires . .: OS/13/2006
OWNER VAIL CORP 11/09/2005
PO BOX 7
VAIL
CO 81658
APPLICANT ENCORE ELECTRIC 11/09/2005 Phone: (970) 949-9277
PO BOX 8849
AVON
CO 81620
License: 331-E
CONTR.ACTOR ENCORE ELECTRIC 11/09/2005 Phone: (970) 949-9277
PO BOX 8849
I AVON
I� CO 81620
I License: 331-E
Desciption: LIONSHEAD GONDOLA-TEMPORARY LOADING DOCK-ADDING LIGHTING
AND POWER TO SNOW MELT PUMPS.
Valuation: $9,000.00 Square feet: 0
*ts*�*�s**s**sr******t*****ss*s*sss*ts***s*s*s**********��*s**s***� FEE SUMMARY **s**r*r*►**r�**�***t****�****r***�*a*********s*s***s*�***s*
Electrical----> $196.65 Total Calculated Fees--> $199.65
, DRB Fee----> $o.o o Additional Fees----------> $o.o 0
� Invesagaaon---> $o.oo Total Permit Fee--------> $199.65
Will Call -> $3.00 Payments---------------> $199.65
TOTAL FEES--> $199.65 BALANCE DUE-------> $0.00
ssss***ss**s****rsss****r*r*rsss**s*s*�r*ss****s*rs**s****s*s►s*s**s******r*r*ssr****ss*s*s�sws**�*�*s**s*****s**s**s**rs*s******ssssrs�**ss*****
Approvals:
Item: 06000 ELECTRICAL DEPARTMENT
11/09/2005 shahn Action: AP
Item: 05600 FIRF DEPARTMENT
s:s***ss:ssss*�s�s�s.s*ssssssss*sss:s**s*sssssss:s*xss:srsrs*ss�s�:sss:s:**::ss*s***s*.sss*ss*:..«:�*�:s**:*.�.�«:*s******::**:***.:*:**:*�*.*«***
CONDITIONS OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
::.*ssssss:*sss:�:ss:ss:sssssss*s:ss*.:ssssss.*r:*s:s.*s�:ss.�*«.«s.s*■s*�*:s:::s**..::::**.*.s*:::***s*:::.x*.:�*s:***:*.*****:*::*:.**::::::�**
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the;information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OFFICE FROM 8:00 AM-4
PM.
���✓V
**********************************************************************s*********************
TOWN OF VAIL, COLORADO Statement
**************************s************************s**********************s*****************
Statement Number: R050001961 Amount: $199.65 11/14/200504:11 PM
Payment Method: Check Init: DDG
Notation: Encore 1377
----------------------------------------------------------------------------- :
Permit No: E05-0282 Type: ELECTRICAL PERMIT
Parcel No: 2101-063-0801-0
Site Address: 600 LIONSHEAD MALL VAIL
Location: LIONSHEAD GONDOLA
Total Fees: $199.65
This Payment: $199.65 Total ALL Pmts: $199.65
Balance: $0.00
**********************�*********************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 196.65
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI '� �^ _��� Q
Project #: _ "�
Building Permit#: " �3
Electrical Permit #: ^ �
970-479-2149 (Inspecti s)
���y� TOWN OF VAIL ELECTRICA R A PL ATION
75 S.Frontage Rd.
Vail, Colorado 81657 �
TRACTOR O A N
Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s:
k►�Co�� E�te�-r�C j-�C. 331 " E Pe�� �o..l �tv� Q�O- ��"p�l
� E-Mail Address: e �, e,.�u� re►� 2r�cdr . r►�
Contractor Signature:
COMPLETE SQ. FEET FOR NEW BUIL S and VALUATIONS FOR ALL OTHERS (Labor 8� Materiais)
AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ (���� �
Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea le-coun ,com for Par+ce/#
� Parcel # � 10 l 072 0
Job Name:� �`O"`sheo.c� Go��a�g, Job Address: , =k"
��.
ew. c- �. � c, �� I,.�o+�s�ea Mq1l �
� Legal Description Lot: Block: Filing: Subdivision:
�- Owners Name:V . Address P �, �; Phone: �70_ �-�
Engineer: ��C �S � Address:P�O, aox �'{� �}�n $t4 Phone: �_ _ �-�
Detailed description of work: A�� � l,�c�h�i n �.v�c� �c�W e� ��,,�5
q � c`�ra.,� ,MC��j"
I ( ��'OY��G
�t��' .Q Vv'` ,
Work Class: New( ) Addition ( Remodel ( ) Repair( ) Temp Power( ) Other( )
Work Type: Interior( ) Exterior( ) Both (� Dces an EHU exist at this location: Yes( ) No ( )
Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial (� Restaurant( ) Other( )
No. of F�cisting Dwelling Units in this building: No. of Accommodation Units in this building: �
Is this rmit for a hot tub: Yes No
• Does a Fire Alarm Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes(� No( )
,�*****a****,�,�*�.,E*******,�**,�***��*****�FOR OFFICE USE ONLY*******���*�*� LOUJ*�*****
�
� ���er Fees °Da#e Recerved �
� eDRB Fee`s; Acce ted�B ' ,
� � 3 E
:P�aniner Si n off. � �
\\VaiNdata�cdev\FORMS�PERMITS�ELECPERM.DOC 07R6/2002
-
TOWN�F VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657 �/ • r�
970-479-2135 �!" �
�
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit #: FOS-0074
�� -a 2� �
Job Address: 600 LIONSHEAD MALL VAIL Status . . . : ISSUED
Location.....: LIONSHEAD BIN DELIVERY Applied . . : 11/11/2005
Pazcel No...: 210106308010 Issued . . . 12/06/2005
Project No : � ,�-�js-a 3�4 Expires . .:
OWNER VAIL CORP 11/11/2005
PO BOX 7
VAIL
CO 81658
APPLICANT CENTRAL FIRE PROTECTION 11/11/2005 Phone: 303-576-8157
10775 E. 51ST AVENUE
DENVER
CO 80216
Licens�: 447-5
CONTRACTOR CENTR.AL FIRE PROTECTION 11/11/2005 Phone: 303-576-8157
10775 E. 51ST AVENUE
DENVER
CO 80216
License: � 447-5
Desciption: CHANGE EXISTING WET SYSTEM TO AN ANTI-FREEZE SYSTEM;
REPLACE EXISTING COUBLE CHECK BACKFLOW WITH A REDUCE
PRESSURE BACKFLOW; INSTALL NEW PIPING AND SPRINKLERS UNDER
EXISTING BIN DELIVERY LOADING AREA AT LIONSHEAD
GONDOLA-TEMPORA�Y LOADING DOCK
Valuation: $11,730.00
**********ss**************t******s�*****************s*****�***�****� FEE SUMMARY •*************s**************r********s*****a*********sr�***
Mechanical---> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $848.53
Plan Check---> $3 5 0.o o DRB Fee---------------------> $o.0 0 Additional Fees-----------> $o.0 0
Invesdgation-> $0.00 TOTAL FEES--------> $848.53 Total Permit Fee----------> $848.53
Will Call-----> $0.00 Payments-------------------> $848.53
BALANCE DUE---------> $0.00
�s*****sss*******ssa*************s�*****�******s****s*****�****�**srx****s*as�►*****x**s****�*rt**s*a****ss*******�►s*****s****a*:*******�**s*ssr*
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
12/O1/2005 mvaughan Action: AP
� CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
::::***«:::*:*:�.**::**�*:**:*****..*:*:**«**:*:******::*****:::****■�:**«***::::****:*:******:�**«******::*:***::*******:************:*:�*:::****
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I�agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135
FROM 8:00 AM-5 PM. �
! `�
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
****s*********************************************************************s*****************
Statement Number: R050002094 Amount: $848.53 12/06/200502:41 PM
Payment Method: Check Init: DDG
Notation: Central Fire
Protection 14047
----------------------------------------------------------------------------- -
Permit No: F05-0074 Type: SPRINKLER PERMIT
Parcel No: 2101-063-0801-0
Site Address: 600 LIONSHEAD MALL VAIL
Location: LIONSHEAD BIN DELIVERY
Total Fees: $848.53
This Payment: $848.53 Total ALL Pmts: $848.53
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Ac
count Code
Description Current Pmts
BP 00100003111100 SPRINKLER PERMIT FEES 498.53
PF 00100003112300 PLAN CHECK FEES 350.00
-----------------------------------------------------------------------------
� . APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG � ,�
Project #: � �36�
Building Permit #: — �
Sprinkler Permit #: — �L
d 970-479-2135 (Inspections) (
Tpy�ypFy� TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION
Fire Sprinkler shop drawings are required at time of permit submittai and
75 S. Frontage Rd. must include the following. Permit application will not be accepted
Vail, Colorado 81657 without this information:
� A Colorado Registered Engineer's stamp or N.I.C.E.T. Leve! III (min)
stamp.
� Equipment cut sh of
. li calcu n
tate�olo do tra n fo .
� P must be s ed y a Reg�stere Fire Protection Contractor.
Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea4/e-coun .com for Parce/#
Parcei # (Required if no bldg. Permit # is provided above) I
Job Name: L�o,1S �Er�O fJ��l Eu�iEK-+( Job Address: �('�O VI� L�o�.ls 1-E�4� P�la��— I
VA�� CA
Legal Description Lot: Block: Filing: Subdivision:
1��1
�
Owners Name: Addres :
s Phon :
e
IEngineer: Address: Phone:
Detailed Location of work: (i.e., floor, unit#, bldg. #) I
�
Detailed description of work: i C�ake Ek�cTr�� �„�T s�fsrr�M � � �►.t-r� c�EZ� cYtrerl L REPuKE �
C.�c�STI� OuV 13t.E C(�F�^CIG l3ALlL Cto w w� �4 1�L,E 0 vGE p Qr'c SS�Lt �SAt�G�o�... 3)�t�l T�h�.!_. 1�E r►/ " I
YIV 4 �..t�c�.EtJ VrJD�R tdTt.J�,e 131 p��.�JE�� qoi�4 �F�r.� R
Work Class: New ( ) Addition (�) Remodel ( ) Repair( ) Retro-fit ( ) Other ( ) I
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family( ) Commercial (� Restaurant ( ) Other( ) I
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes (x) No ( )
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials)
Fire Sprinkler: $ // 7�a'��
CONTR�CTOR INFORMATION
Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s:
C,�A��lC� �Qo f�M►a '��7'"5 l�j� `.��>.tal+ ��3 �Z� I f7 �
Contractor Signature: �
'.L.'.�.I::L�:Y���'.L.�J:�:C:�XY:Fi:%Y]C�::Y'.FX:�:X]�CX�::�:'.��.;CX�'..�:FOR OFFICE USE ONLYf���`��`��%�X:�:'I.'�Y'.�.'�:C:C�]::C:E�:YY::�:CY:GY::::�Y
Other Fees: Date Received:
; Public Wa Permit FeQ: i Acce ted B :
� Occupancy Group:
� � � � � � � ,
. � �
i .
i
F:/everyone/forms/sprkperm � � �'��" . - � '
� . �
� APPLICATION WiLL NOT BE ACCEPTED iF iNCOMPP o ect #NSiG � ��/�
� fD
" Building Permit #: � �j
Sprinkler Permit #: — �L
� 970-479-2135 (Inspections) (
TOWNOFYA�, TOWN �� VAIL FIRE SPRINKLER PERMIT APPLICATiON
Fire Sprinkler shop drawings are required at time of permit submittal and
75 5. Frontage Rd. must incfude the following: Permit application will not be accepted
Vail, Colorado 81657 without this information:
� A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min)
stamp.
rI J� � Equipment cut sh of
� , li calcu n
tate�olo do tra n fo .
. P must be s ed y a Registere Fire Proteztion Contractor.
Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea le-coun .com for Parce/#
Parcel # (Required if no bldg. Permit # is provided above)
7ob � � ,�S� Eu� �lress: 60 1N. Lro�.ls �F�Ew.� M��`
_� r'�-' ''l— __......__ �
�..
gal Description Lot: Block: Filing: Subdivision:
wners Name: Address: Phone:
En ineer: Address: , Phone:
Detaile ation of work: (i.e., floor, unit#, bldg. #)
�
Detailed description of work: 1 C��t4e EK�oT� SfEM sn � a�e�r� CK��.2E cvd�t 2. Re�cE `
C esTlwly Dut!�3Vre C I�M�'CIG 13ALIL rsyo w w� 14 fL.E 0��� 1��L.E Sl��� 6At�G C..o�... 3)1 hl�'f rtu. hlE nl '
I A 1rJK R,f U DER dT�r.t 131 n�l.�dER.Y Ik0►�l+� I���IG
Work Class: New ( ) Addition (�') Remodel ( ) Repair( } Retro-fit( ) Other ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family( ) Commercial (� Restaurant( ) Other( ) I
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: I
Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes (�() No ( )
COMPLETE VALUATIONS FOR ALARM �'�I�1��4������� A ;
�rr���� a� �i�b����� (�
Fire Sprinkler: $ // 73�'� ������ '�$ ����� �
.
C01�1TRACTOR INFOR � TI01�1 ---'—`
Fire Sprinkler Contractor: Town of Vail Reg. No.: n one #'s:
G�F��c� Yi�r�►N 4�7-5 r.a,a► 03 �?� , :
Contractor Signature:
J:�;:-h{at�':$9:k:L:F:�c9:i[:k*f.$�F9t:'c$f.d:7Y�:*k�e4:J:�:-1:*x�':�}FOR OFFICE USE ONLYf�:�:%�:Tt�[y*1F:EY]�t:ti:4�:jCy�':F�t'IC1F'IC'IC�:'I::F:4yXK:F�fY�:�eie
Other Fees: Date Received:
i Public Wa Permit Fee: ! Acce ted B : ���j
! Occupancy Group: � '
��
, �
� � �
�\\�veryone/forms/sprkperm �
� �, �ro�{�wd�
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
Project #: � �36�
Building Permit #: —
Sprinkler Permit #: — t/
� 970-479-2135 (Inspections) I
TOWNOFYATL TOWN O� VAIL FIRE SARINKLER PERMIT APPLICATIDN
Fire Sprinkler shop drawings are required at time of permit submittal and
75 S. Frontage Rd. must include the following. Permit application will not be accepted
Vail, Colorado 81657 without this information:
� A Colorado Registered Engineer's stamp or N.I.C.E.T. Leve! III (min)
stamp.
� � Equipment cut sh of
� .
,�;.
;, � li calcu n
tate�olo do tra n fo .
� P must be s ed y a Reg�stere Fire Prote�tion Contractor.
Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea le-coun ,com for Parce/#
Parcel # (Required if no bldg. Permit # is provided above) I
;
_.., _..__. r ,
Job N �.lowiS�Ew-�...�Ci:l Eu.r��_.._.__ .._ :. _. ..3ob-Address:._,._kjC'�O VI� L�o�.ls ��4� ���
__ __ _...... '
�{a��.,__�Gp
gal Description Lot: Block: Filing: � Subdivision:
wners Name: Address: Ph:one: `;
En ineer: Address: , Phone: f,,i
Detaile tion of work: (i.e., floor, unit#, bldg. #) l
.
, .
� �w �� - �
Detailed description of work: 1 C��4c E,��oTi�6'°'G�i r S i» ek+.t �r.eT� C�E2E c�b 2 �tE�cE i
C �STI� CuV13t,� CI�IECIG �A�IC "tI�►+ w� pk fL.E DUGE p�L�SSv�G bAc�G�.o�.+ �'(l�1rt'R 1yF.W � I
� � ,,.trc �c,r u u�F sTi�.l 8� n¢��dE4�P �o►�t,� �F�Ki�.
Work Class: New ( ) Addition (�C) Remodel ( ) Repair ( ) Retro-fit( ) Other ( ) I
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family( ) Commercial (�Q Restaurant( ) Other( ) t
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: �
Does a Fire Alarm Exist: Yes ( ) No ( ) Dces a Fire Sprinkler System Exist: Yes ()() No ( ) I
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials)
Fire Sprinkler: $ // 730'—°�
CONTRACTOR INFORMATION
Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s:
C,bYRAc.F(C.� r�o t'�Ct�,t+a 'T��'S F `.��Y�ua. ��3 �Z� I�7
Contractor Signature:
;�;k:4'r.�d:aY:s::}i;;F;�;;;y?tsc9r�:xdri::e'r.�::�:kk*fcix'r.-':ha4*'x*9:FOR OFFICE USE ONLYj:'r.'r.':�:;:':{�stjc:Fl:::z:��;?r�::4$k�:?:�':-'rk.':�'e$:'c'r,?ei:....
Other Fees: Date Received:
� Public Wa Permit FeQ: ! Acce ted B : ���j
► Occupancy Group: , � '
`' �',
:��
� � ,
. � �
F:leveryone/forms/sprkperm ,;
STATE OF COLORADO
DIVISION OF FIRE SAFETY
PLAN REGISTRATION FORM
Date ���/4�� Contractor Registration Number ��Q
Contractors Name t� �1�'1�� ��a'� �Y�L�o^�
Mailing Address ��� s � �� �`'r ��
Ci 1✓�I�V�-K- State W Zip Code gOZ3 9
�3'
' Telephone No. �d3 �Z b QS� S�� " Emergen�y No. ��3 �� �� 5�
Name of Project �►d•�.i'S M-+�-� � � n„1 ����✓��Y
Project Address ��Q �`'�• �°� `� ���V �'�`
City �'�r'� "State �� Zip Code � � 6�7
Description and Location of Work to be completed - :
'NAN4� ��l dTl..f Li W Ef Sy S'ri� 'rb h+J, iE�l.Tt�"' " 4�lS'�f M
EVL�c.E �.�ti�Ti,lC� BA�l1CFtow /Mlff 1��"t/f�€ w/TI� �tlLv� �DbtEi� f�'�E1Jd,[E B�ttkl�w
i►Js�►u. ►��u� P�p�Jk +�lD sPiu�'�c.L�k� ���c �,rs.rr��tu 13��[ l��u✓��Y L.�.���..�� /��.
Name and Address of G�e jeral Co/�tractor:
EV 14c�5—�.�A�FF F_ E (.O�l J'% V ae�P
` PD �a �G 6
,�,� ' �/6 ZO
' Name and Address of Uwner ,
Plan reviewed by Date �1 � t'e .8'�"i
License/Certificate N . Z Z� (NICET or�.)
Plan reviewed'b �•�� �•.-:— Date �`•�� t 8�'"
Y
Certification No. C�0•3�'� "' (Certif�ed Fire Suppression Inspector)
Inspection Conducted by: . Date
Certification No. �Certified Fire Suppression Inspector)
System Test Date 'Approved/Uisapproved
Signature
Certification No. (Certified Fire Suppression Inspector)
jurisdiction No.
Comments
(for additional comments use separate sheet)
Distribution:Original Copy goes to Division of Fire Safety Upon total completion of form. Copy to
local fire department.Copy to contractor and copy to bwYding owner upon completion and sign-off.
FROM :CENTRAL FIRE PROTECTION FAX N0. :303 576 8159 Nov. 22 ��05 02:05PM P1i4
_, .
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�ir� �'r�t�CtiC7n COntr�CtQrs, i nC.
_ _ . ....___. _..... ........ .... .. .. _. ... . . --_ _ . . . . ... . .. .:
10?75�:.45!'SI�S'7'AW�;Nrlli,'
UTNVER CC1LnItAIX� 8q239
303-576-8157
Tax 303-576-8159
c;fnc�ivqwest.ner
F'�1X COVER S��T
FTRM: Vail Fire Department FAX#: 970�479�2�76
ATTN� Mike Vaughn
�OM: Ry�an Datrtino
R:EF: Cl$-Val Pressure Reducing Valvc
L.ipnahead Bin Aekv�v
Vail,CO
To1:a1 number of pages(including the cover sheet)� 4
Mike,
As yau request�t, here is a copy ofthe letter from CIa�VaI acldressin�t the issue oFthe vertical
installation of the pressure reducing valve. If yau have�ny gdditional questio�s or�onaments
please leC me know.
Thank You,
� ��--_
—�- � �'�`��
�r^'�
Rysn Darttino
Date Transmitted: ..,November 22,2005�__ Time: 2:OS p_m__
FRDM :LEPJTRAL FIRE PROTECTION FAY; N0. :303 576 8159 Nov. 22 2�@5 02:a6PM P2/4
.
11/22/'1005 1'L:OA TnX 94A 5AA 544] CLA-VAL �1�01
�
�._�
; CLA-VAL 40Mt'ANY
• 1701 PI.A��NTiA AV�
� COSTA MI�SA,CA 92627
"' : 7'k,i,.kP1�IONR: 714722-4800
��� �
.
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, .. �������i� 4 . � , { . �I I�i , I ... I . � I .��1 . . ..I f ' . ' I ' .. �
Ryan Dandno
C�ntral Firc 1'rotectian Contrs
J�"17S E S l sl Ave,benver,CO 80239
(303) 576�8�57 Telephone
(3p3)576-8159 Y�ax
Ref: 4"90-21 Vertxcal YVlounting
Ryan,
Thank You rc�r Che inquiry. As wc discussed tk�e Model 90-2a X�ire Prc�tee:tion
Pressure it.educing Valve may 1�mauntcd in either the Horizontal o.r VeztiGa]
ct,m#iguration,the position the valve is maunted in will not afifiect the U.L. Listing.
� You noted a 4" size.'�'his shvuld not be a problem,to moun.t thiS in th�vertical
pdsitior►, l�or the larger size valve's (6", 8, 10")we hi�;hly recommend that the
v.alves be i�stalled in the horiu�ntal configuration rathcr the vertieal due to thc fa�t
th�i ifiis valve is a modrxlating type valve and as the stem rises aud l4v�rcrs de,iring
valve operation the weight af ttue Disc&l�aphragm�lssembly will cause wear and
dAmage thc Seat ctnd Cover bearing.The valve��re also casier to s�rvice if they are
maunted in the 1a�rizontal positi�zt as the parts are quite heavy,
If you rec�uire ar►y furthe�'anfnrmation required pleaxa ctdvisc.
Rcgards,
..�'a;►..��
Technical Sup�aort(�roup
T�lephan�: 949-722�4904
A�tucheai: �-90-21
C.C. David Alexaruler(C1a-Lwl Firc 1'raducts Ml;r,),Rocky�Ntn, Yalve(Denv�;r,Cn)
. . . . . . . . . . . . . . . . . . . . . . . . .
�t �a ti i 1��;1�" �I�� C fS��'1���t,°.��� �u' .��S �� 1 � � � � '��
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I���� .�r iN ,p_ '�.�,,ll .r,v-.,w, . ! ,. �� . 0.i�.�J , :..�', , . .t w,}���f Gil$� .
.,i....��.:4 . �' �
FP.OM :CENTR�L FIRE PROTECTION FAX N0. :3�3 576 8159 Nav. 22 2005 02:06PM P3�4
11/22/200b 12:OG FA% 848 b48 G�41 (:LA-YAL �002
--__..............m..,..�__T----..__. _...�._.,:�._�._�..--.w.�.�n�.. ....._..._...__..—.—. �.-.�,r..�...�.,�
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CLII-yALM �ire Protection Pres�ur� Reducing Valve
�
,�.�..M.A...�..�..,..�.�..�.......�.,. ..�..
- • U.�... 1.i��d, UL(:Uoted, M�A ApX�tavetl
w��� C) •Globe or Male Papem
v �-�� U�'�"� •Rroven RWlabl�Deslqn
Ffre Proter�ian Valve
•Avallable in Cas�t Branze,Duciila�ron and
.. �,�.::..
BO-21 UI��isted CAai St9el
C�ra�ved End -Accurate P�urd Control
F1re ProtecGon V�iv�e -In Llne S�rvloe
•Grooved Ends(1 1/2"-B"}
Cla-Val 90G-21 (globe) and 90A-27 (ang�e) Preesure
Reducbtg Valves are ind'i�ensable in any !Ire prcrtection
aystem. Our c�aphragm 1ctuAtecf tlesign ks proven highly
reaeble and esey to maintain. W� otfer hoth a globe or
�� engl�pettern wllh e tull ydng�ai ac�ugtment9.Ti'1ee�valves
�A�rOV6C1 ere also available in a variety of m�erisl optfons, Epoxy
aoating is strongly recormnerrdad tor�II fire system valves
(excluding bro�ze valvee). Thr�8QG-21 arx�90A-24 csn be
5pecial S�r�em Water Contral Valves-Cless II �pf��m�'ti�onal internal and extemal epaxy o�ating of
UL Pradur�Cat�gnry VLM'f-Flle No,Cx 253a,�.,��".� thaMmain valve vuetted surfacea�������.
,�..e............_._.�__._.«...,..�....�..�,...�»»,»M«......... �
��unctian A 1 `
CIA-Val 80a-21 (giohe) and 8UA-21 (a►►gla) Pressure
Reducing Valvcs butometically reduco a higher inlet pres° Scherr�tlC 17laqram
�are ta a steady lower autlet pr�ssure re�jardlesa of Ilem De�rlptlon
rate and/ar va n inlat rass
ure. The
cha i flOw � 9 p ti
�� � n�,dw�oo-a ►�s+►ra
ht down- or b '
�tem Is ve sensitiva to sli [��oba 1
valves pil�co��l sy ry !� ( �A
streem pressure flucxuations, and wiR autamaticelly open 2 xsec Ra�eWx�Tune t�utng
or c�ose to maintain the desired pressure sr�Cting. The ��
drnnmeMeam pressure can ba set over a wlde range by � CRO Prss3uro Fiedudng Ckmhhl
tuming ihe adjustmor#screw on d�e CRD pitot conbvl,7he � xasa raow cieF,n straner _
adjuednent sccow is probacted by a ecrew-o�covar,which '`FT °�
can be sealed to disc:ourage tart�pering. '
,
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I ��'--",'n:_s� �M��i�.� �f'��'A�r��la�
l. . —_.. Underwrit�sra Laboratorias requires ihe Inetallatinn af presa�re
.�, - ...
�� a ��� . —�. �euAes upaiream and dowr�lraam of tha Preesure iiedix:ing
,rsxx�w. �� �� � �1/Q�
^^^���~ Aleo,a reFef valve ofi not less then 1/2 inct►In slze must be i�talled
-����. _�. on the downatream side of the presaure control valve. Adequate
��x� ��,
drainege for tho reliof va{vE3 dfed�argA must be provided.
UL/UI..0 l.iLfiR{t1�s5 �••�.w Qbha Pattem �e P�►uem
t�ct8e ton Dudlla Iron Aucdld Iror1 Bronxe Bror�ze Dronrg Ga&t Steel �Iron puG11�a Iron
5ixb 1 F 900!3 300 F 3n0�Th�eded 1b0�F F H ����nd Graoved End
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FROM :CE�JTRAL FIRE PROTECTIOhJ FAX N0. :303 576 8159 No�. 22 2005 02:@6PM P4i4
11122/2005 12:07 �'Ax 949 G48 5941 CLA-VAi. f�003
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�nd fiatall�n: ,1�Wi,r�r�►w/nle.�yrl A�dm: 8" 38()0
t 60/W31 816.42 tpuc:lke�Ira►) ����.�.µ�� 10" 8150
(Hronze)
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aoo�(Caetsleel). oxraraor,ero,rw�k� F�'ll�� SpeCl1`�/
SoEk�(ouclNe 4moved End). Bro�e A3TM 86�2 witil 1, Moclfll Numt�r BO-21
pressure OltteSr�ntlal 10 PSI Mln. 9tainless 519�13p3 In4xnel trlm 2.Siz�
►�rea�ure l�d�ustm�nt I�ange: ��q�y w��M� ��alobe or AngIB Path�m
175 Ib.qA9S 30•-16b psf '�•�1111 Vdlv�9 BOdy 8►Id
M�h vaw�s sndp/vt vs✓�v Caver Material
300 Ib.Cteaa 94-i6:5 psf dkiphr��r»dn�aftaa• 5.Threaded, Fl�d or orooved
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7'vm�)@lAtlxe Fiafl�e: We4er W 180°F Max �.Optfo1181 E�70xy CQating
BPEGAI,hIR'f�;I'P+k AIODEL 90-21 CAN BF BIIPNLIEt)W17f I INTERNAL F.PO%1'COA7�Np OF 7NE MAIN VALVE.7N19 CPTIQN IA U.L PILH ND.
�,c.r,.no.�ur•x eaoxr co�Taa��s't�r a�co►w�r++om wn�u.casT vn�vES. (SpeCifY with s�F'ix"KC)
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EN
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Fire Protection Contractors, Inc.
10775 EAST S 1 ST AVENUE
DENVER, CO 80239
303-576-8157
FAX 303-576-8159
cfpc@cfpc.us
LIONSHEAD BIN DELIVERY
600 W. LIONSHEAD MALL
VAIL, COLORADO
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Hydraulic Calculati�c��s��5� -� °�
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Produc� � mittal � .
Reviewed By IV�axvin Heath , - � J �
N.I.C.E.T. LeveYTV-#732fl1J -
�w.�,,�
Date 1 1. l�, o S
, �
�R ROLF JENSEN � ASSOCIATES
' FlRE PROTEC110N ENGINEERS �
WATER FLOW TEST lNFORMATION
SITE:ArraBelle,Gore Creek Residences,Four Seasons,Vail Front Door,Rffz Carlton,Concert Hall Plaza Locker Room
ENGINEER:Brlan Thompson,P.E. DA7E: 6-3e 5 �
Town of Vaif Water Test infarma#ion for Numerous Pro'ecd:
" dBSERVA7lONS
Test No.3 res�ts in iwo residual poiMs due to a Pre�ure Red�rg VaNe in ihe system opeNng�during the test(two slopes on the curve)•Test 3A is prior to
Test No.7 was performed with only 9 tians of tlie�otal 14 turns of the hy�arrt open.
For Tests where signiFicar#reduction in pressure is not achieved,flows pbulated at 10 psi ard 20 psi(fire flow)are not r�listic trom a single 41/2-inch outlet.
TEST FLOW GO�FJGiEFtT,DCAIN�TER PtTOT READING STATIC RESIDUAL fIOW�RESIDUAL FLOW
LOCATION t tn 1 Z 3 4 5 6 7 8 9 10 PRESSURE PRSSSURE PRESSURE si GPM
TEST Alo.1 0 3 `
Flovv:FH006 A.5 : : 1� �3�
Press.:FH010 42
3523 s5?s o 0 o a a o 0 0 15D; . 85 . 2� 5126
Test No.2 Q� ` �{� �82
Flow:FH 4 5 .:
Press.:FN010 'SCk
3844 ssaa o � � �t'` 0 150` 60 � 24 , 4690
Test No.3A C.9 r
Flow:FH018 �}.5 �� �$��g
Press.:FH098 �0 ;' < �
4549 a5a� o c� ` o e o a o 0 0 � 940: �3tt. : '.:��� i7446
� TestNo.38 09 : ; �� . ��2Zs
Ftow:FH018 35 ; : , � �
Press.:FH016 1'.'0 ,;
5702 5 0� o o ' o 0 0 0 �� � ,� �+�4, , '�3� Zt! � 31821
Test Na.4 t��
Flow:FH 4a. : �� � . 4�3�
Press.:F1i �i ' . •
.57.�lS 5^:�� 0 . ., .�..�� ��'-�� � ' �:.7 " r �: .��,. �. -��.�5� - .�r.Z�} � �T ZrJ2
Test No,5 Q�
� Flow:FH 4 5; �Q , 33229
Press.:FH 1.10 V .C; G ���{}`, , �.�� �� .. 3'�$2�
, .�1TO2 570t 0 0 ' Q 0 D 0
Test No.6 0 9".'.:
Flow:FH004 4:5 :' ' �g ��87$
Press.:FH001 52 :`
39Z0 s9zo e o 0 0 0 o e � � ' �3{�., 125 < 2� 20872
T2st No.7 Q 9
FioW:�H a.s < 'l� ,' 27620
Press.:FH 4739 a�s� o " o � � � c ,. 14Q 335. 2�3 26450
Test No.S 0 9• '
Flow:FH072 a�, 'tQ 62'!1
I Press.:FH068 55 '
4176 a�-s o o � o o �o � o 0 13� `75� , ; : Zf� 5938
I ROLF JENSEN 8�A5SOCIATES
5460 South Quebec Stteet TEL: (303)573-7348
Suite 370 FAX: (303j 573-7843
Greenwood Viila e CO 801 INTEF:'rJET.�v,°+w rc^rouu.co�^
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:12
HYDRAULIC DE3IGN INFORMP,TION 3HEET
Job Name: Lionshead Bin Storage
Location: 600 W.Lionshead Mall
Vail,Colorado
Drawing Date: 11-09-05 Remote Area Number: 1
Contractor: Central Fire Protection Telephone: (303) 576-8157
10775 E.51st Avenue
Denver, Colorado 80239
Designer: Ryan Dantino ,
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Steel Occupancy:New Piping
Reviewing Authorities:Vail Fire Department
SYSTEM DESIGN
Code:NFPA #13 Hazard:Ordinary #2 System Type:WET
Area of Sprinkler Operation 1500 sq ft � Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 � Make: CSC
Area per Sprinkler 120 sq ft� Model: TY-FRB
Hose Allowance Inside 100 gpm � K-Factor: 5. 60
Hose Allowance Outside 150 gpm � Temperature Rating: 155
CALCULATION SUMMARY 15 Flowing Outlets
gpm Required: 609.1 psi Required: 62.2 @ Source
WATER SUPPLY
Water Flow Test � Pump Data � Tank or Reservoir
Date of Test 09-06-05 � Rated Capacity 0 gpm � Capacity 0 gal
Static Pressure 126.0 psi � Rated Pressure 0.0 psi � Elevation 0
Residual Pres 122.0 psi � Elevation 0 �
At a Flow of 3884 gpm � Make: � Well
Elevation 0" � Model: � Proof Flow 0 gpm
Location: At Site
Source of Information: Rolf Jensen &Assoc. , B. Thompson
SYSTEM VOLUME 83 Gallons
Notes: 10$ reduction taken in addition to waterflow month
conversion. 68.12$ for test taken in September.
�
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12C
10C
P 8C
S
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6C
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Job
Lionshead Bin Storage
600 W.Lionshead Mall
Vail,Colorado
Remote Area: 1
Water
Static Pressure: 126.0 psi
Residual Pressure: 122.0 psi
Flow: 3884 gpm
Date/Loc: 09-06-05 At Site
Required
Pressure: 62.2 psi
Total Flow: 609 gpm
Safety Pressure: 63.7 psi
Su I
i
i
� 250 gpm hose
�
I
Hose Allowance
Inside: 100 gpm
Outside: 150 gpm
150 225 300 375 450 525 600
� low i9Pm)
675
Drawn By
SprinkCAD
Tyco Fire Products
(800)495-5541
u
750
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:12
HYDRP.ULIC CALCULATION DETAIL3
aYn�,vLic Fzow Loss
QTY DE3CRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 359 38.8 psi
1 4" Grvd Check Valve VIC "717" CHART LOSS 359 0. 8
2 4" Grvd 90 E11 Fire-lock 14' 120 4.026 359 0.5
1 Pipe 4" DFx50 ALLIED 2 ' 120 4 .310 359 0.1
1 4" 6rvd Back Flow Valve AMES "C400Z CHART LOSS 359 10.1
1 4" Grvd Pr Rd Valve Cla-Val "90-21" CHART LOSS 359 3.2
1 4" Fingd Gate Valve KENNEDY "3068" 2' 120 4.026 359 0.1
1 4" Flrigd 90 E11 10' 120 4.026 359 0. 4
1 6" x 4" Fingd Reducer Con 0' 120 6.065 359 0.0
1 Pipe 6" DIx18 DUCTILE IRON PIPE 7 ' 140 6.215 359 0.0
1 6" Fingd 90 Ell 14' 120 6.065 359 0.1
Fixed Flow Inside Hose 100 gpm
Elevation Change 9'0" 3. 9
Hydr Ref Rl Required at Base of Riser 459 58.0 psi
1 Pipe 6" DIx18 DUCTILE IRON PIPE 370' 140 6.215 459 2.1
4 6" MJ 90 E11 DI 84 ' 120 6.065 459 0.7
5 6" MJ 45 Ell MECH JOINT 55' 120 6.065 459 0.5
1 Pipe 8" DIx18 DUCTILE IRON PIPE 487 ' 140 8.325 459 0.7
5 8" MJ 45 E11 MECH JOINT 70' 120 8.071 459 0.2
1 8"Gate Valve KENNEDY "NRS" UNDERGRO 6' 140 8.071 459 0. 0
1 8" MJ Tee MECH JOINT 55' 120 8.071 459 0.1
Fixed Flow Outside Hose 150 gpm
Hydr Ref R1 Required at Source 609 62.2 psi
Water Source126. 0 psi static, 122 .0 psi residual @ 3884 gpm 609 gpm 125.9 psi
SAFETY PRESSURE 63.7 psi
Available Pressure of 125.9 psi Exceeds Required Pressure of 62.2 psi
This is a safety margin of 63.7 psi or 51 � of Supply
Maximum Water Velocity is 25.4 fps
�
Lionshead Bin Storage Drawing Date:11-09-05 1�/ 9/05 16:12
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg E11 T - Tee LT - Long Turn 90 E11
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4 .52 x (Q/C} ^1.85 / ID^4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later Paths are from the next most remote head back to previously
defined paths
�
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:12
REMOTE AREA #1 PAGE 1
FLOW # OF LENGTH PRE3SURE BRANCH LINE
(GPM) PIPE FITS FEET sUN�ARY TD gEAD
HYD REF OUTLET 3IZE 90 45 PIPE VEIACITY Pt Pt Pn ELEV
ID T LT FITTINGS LOS3 PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 1 FROM HYDRAULIC REFERENCE 100 TO W (PRIMARY PATH)
HEAD 100 21.3 1" 0 0 8'10" 7.5 fps 14. 4 14 .4
0.21 gpm/sq ft 1.080" 0 0 0" 0.126 1.1 0.0
K= 5. 60 21.3 120 DT 0 8 ' 10" 0" 0. 0 14.4
HEAD 101 22.1 1" 0 0 8'10" 15.3 fps 15.5 15.5
0.22 gpm/sq ft 1.080" 0 0 0" 0.472 4 .2 0.0
K= 5. 60 43.3 120 DT 0 8'10" 0" 0.0 15.5
HEAD 102 24. 9 1'�" 0 0 5 '5" 14.2 fps 19.7 19.7
0.25 gpm/sq ft 1.408" 1 0 6'0" 0.300 3.4 0.0
K= 5. 60 68.2 120 DT 0 11 '5" 0" 0. 0 19.7
REF 227 50.0 1'-�" 0 0 6" 24. 6 fps 23.1
PATH 4 1.408" 1 0 6'0" 0.830 5 .4
K= 10.39 118.2 120 DT 0 6' 6" 6" 0.2
REF Bl 2'�" 0 0 10' 6" 6.7 fps 28 .7
2 .703" 0 0 0" 0.035 0.4
118 .2 120 DF 0 10' 6" 0" 0.0
REF B2 119.0 2'-�" 0 0 10' 6" 13.4 fps 29.1
PATH 2 2 .703" 0 0 0" 0.126 1.3
K= 22.06 237.2 120 DF 0 10' 6" 0" 0.0
REF B3 121. 9 2'�" 3 0 9'11" 20.3 fp5 30. 4
PATH 3 2.703" 0 0 18' 0" 0.271 7. 6
K= 22.10 359. 1 120 DF 0 27'll" 1' 6" 0.7
REF B4 4" 0 0 3" 8.2 fps 38.6
4 .260" 1 0 5 ' 0" 0.030 0.2
359.1 120 10 0 5'3" 0" 0.0
REF W 359.1 gpm PATH 1 K= 57.65 38.8 psi
�
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:12
REMOTE .AREA #1 PAGE 2
FLOW # OF LENGTH URE BRANCH LINE
(GPM) PIPE FITS FEET 3UI�IARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VEIACITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdsop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 2 FROM HYDRAULIC REFERENCE 105 TO B2
HEAD 105 21.4 1" 0 0 8'10" 7. 6 fps 14. 6 14. 6
0.21 gpm/sq ft 1.080" 0 0 0" 0.128 1.1 0.0
K= 5. 60 21. 4 120 DT 0 8'10" 0" 0.0 14 . 6
HEAD 106 22.2 1" 0 0 8'10" 15. 4 fps 15.7 15.7
0.22 gpm/sq ft 1.080" 0 0 0" 0.478 4.2 0.0
K= 5. 60 43. 6 120 DT 0 8'10" 0" 0.0 15.7
HEAD 107 25.0 1'�" 0 0 5'5" 14 .3 fps 20.0 20.0
0.25 gpm/sq ft 1.408" 1 0 6'0" 0.304 3.5 0.0
K= 5. 60 68. 6 120 DT 0 11'S" 0" 0.0 20.0
REF 228 50.4 1'�" 0 0 6" 24.8 fps 23.4
PATH 5 1.408" 1 0 6' 0" 0.841 5 .5
K= 10.42 119.0 120 DT 0 6' 6" 6" 0.2
REF B2 119.0 gpm PATH 2 K= 22.06 29.1 psi
PATE 3 FROM HYDRAULIC REFERENCE 110 TO B3
HEAD 110 21. 9 1" 0 0 8'10" 7.7 fps 15.3 15.3
0.22 gpm/sq ft 1.080" 0 0 0" 0.134 1.2 0.0
K= 5. 60 21. 9 120 DT 0 8'10" 0" 0.0 15.3
HEAD 111 22.7 1" 0 0 8'10" 15.8 fps 16.5 16.5
0.23 gpm/sq ft 1.080" 0 0 0" 0.499 4 . 4 0. 0
K= 5. 60 44. 6 120 DT 0 8'10" 0" 0.0 16.5
HEAD 112 25. 6 1'-�" 0 0 5 '5" 14. 6 fps 20. 9 20. 9
0.26 gpm/sq ft 1.408" 1 0 6'0" 0.317 3. 6 0.0
K= 5 . 60 70.2 120 DT 0 11'5" 0" 0.0 20. 9
REF 229 51.7 1'-�t" 0 0 6" 25.4 fps 24.5
PATH 6 1.408" 1 0 6' 0" 0.879 5.7
K= 10.44 121. 9 120 DT 0 6' 6" 6" 0.2
REF B3 121.9 gpm PATH 3 K= 22.10 30.4 psi
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:12
REMOTE AREA #1 PAGE 3
FLOW # OF LENGTS PRE33URE BRANCH LINE
(GPM) PIPE FIT3 FEET Si7bIldARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VEIACITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 4 FROM HYDRAULIC REFERENCE 104 TO 227
HEAD 104 24 .0 1" 2 0 16'0" 8.5 fps 18. 4 18.4
0.20 gpm/sq ft 1.080" 0 0 4'0" 0.158 3.2 0.0
K= 5. 60 24. 0 120 DT 0 20'0" 0" 0.0 18.4
HEAD 103 26.0 1'-�" 0 0 3' 6" 10.4 fps 21.5 21.5
0.26 gpm/sq ft 1. 408" 1 0 6' 0" 0. 169 1. 6 0.0
K= 5.60 50.0 120 DT 0 9'6" 0" 0.0 21.5
REF 227 50.0 gpm PATH 4 K= 10.39 23.1 psi
PATH 5 FROM SYDRAULIC REFERENCE 109 TO 228
HEAD 109 24.3 1" 2 0 14 '10" 8 . 6 fps 18.8 18. 8
0.20 gpm/sq ft 1.080" 0 0 4'0" 0.161 3.0 0.0
K= 5. 60 24 .3 120 DT 0 18'10" 0" 0. 0 18.8
HEAD 108 26.1 1'�" 0 0 3' 6" 10.5 fps 21.8 21.8
0.26 gpm/sq ft 1. 408" 1 0 6'0" 0.172 1. 6 0.0
K= 5. 60 50.4 120 DT 0 9' 6" 0" 0.0 21.8
REF 228 50.4 gpm PATH 5 K= 10.42 23.4 psi
PATH 6 E'ROM HYDRAULIC REFERENCE 114 TO 229
HEAD 114 24 . 9 1" 2 0 13'7" 8.8 fps 19.8 19.8
0.21 gpm/sq ft 1.080" 0 0 4'0" 0.170 3.0 0.0
K= 5. 60 24. 9 120 DT 0 17'7" 0" 0.0 19.8
HEAD 113 26.7 1'�" 0 0 3'6" 10.7 fps 22.8 22.8
0.27 qpm/sq ft 1.408" 1 0 6'0" 0. 180 1.7 0.0
K= 5. 60 51.7 120 DT 0 9'6" 0" 0.0 22.8
REF 229 51.7 gpm PATH 6 K= 10.44 24.5 psi
�
Lionshead Bin Storage Drawing Date:11-Q9-05 11/ 9/05 16:13
HYDRAULIC DE3IGN INFORMATION 5HEET
Job Name: Lionshead Bin Storage
Location: 600 W.Lionshead Mall
Vail,Colorado
Drawing Date: 11-09-05 Remote Area Number: 2
Contractor: Central Fire Protection Telephone: (303) 576-8157
10775 E.51st Avenue
Denver, Colorado 80239
Designer: Ryan Dantino
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Steel Occupancy:Existing Piping
Reviewing Authorities:Vail Fire Department
SYSTEM DESIGN
Code:NFPA #13 Hazard:Ordinary #2 System Type:WET
Area of Sprinkler Operation 1500 sq ft� Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 � Make: CSC
Area per Sprinkler 100 sq ft � Model: TY-FRB
Hose Allowance Inside 100 gpm � K-Factor: 5 . 60
Hose Allowance Outside 150 gpm � Temperature Rating: 155
'' CALCULATION SUMMARY 18 Flowing Outlets
gpm Required: 654.0 psi Required: 57.8 @ Source
WATER SUPPLY
Water Flow Test � Pump Data � Tank or Reservoir
Date of Test 09-06-05 � Rated Capacity 0 gpm � Capacity 0 gal
Static Pressure 126.0 psi � Rated Pressure 0.0 psi � Elevation 0
Residual Pres 122.0 psi � Elevation 0 �
At a Flow of 3884 gpm � Make: � Well
Elevation 0" � Model: � Proof Flow 0 gpm
Location: At Site
Source of Information: Rolf Jensen &Assoc. , B. Thompson
SYSTEM VOLUME 83 Gallons
Notes: 10� reduction taken in addition to waterflow month
conversion. 68.12�5 for test taken in September.
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Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
HYDRAULIC CALCULATION DETAIL3
HYDRP,ULIC FLOW L03S
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 2 404 31.1 psi
1 4" Grvd Check Valve VIC "717" CHART LOSS 404 1.0
2 4" Grvd 90 E11 Fire-lock 14' 120 4.026 404 0.7
1 Pipe 4" DFx50 ALLIED 2' 120 4.310 404 0. 1
1 4" Grvd Back Flow Valve AMES "C400Z CHART LOSS 404 11.2
1 4" Grvd Pr Rd Valve Cla-Val "90-21" CHART LOSS 404 4 . 1
1 4" Fingd Gate Valve KENNEDY "3068" 2' 120 4.026 404 0.1
1 4" Fingd 90 E11 10' 120 4 .026 404 0.5
1 6" x 4" Fingd Reducer Con 0' 120 6.065 404 0.0
1 Pipe 6" DIx18 DUCTILE IRON PIPE 7' 140 6.215 404 0.0
1 6" Fingd 90 E11 14' 120 6.065 404 0.1
Fixed Flow Inside Hose 100 gpm
Elevation Change 9'0" 3. 9
Hydr Ref R1 Required at Base of Riser 504 52.8 psi
1 Pipe 6" DIx18 DUCTILE IRON PIPE 370' 140 6.215 504 2.4
4 6" MJ 90 E11 DI 84 ' 120 6. 065 504 0. 9
5 6" MJ 45 Ell MECH JOINT 55' 120 6.065 504 0. 6
1 Pipe 8" DIx18 DUCTILE IRON PIPE 487 ' 140 8.325 504 0. 8
5 8" MJ 45 Ell MECH JOINT 70' 120 8.071 504 0.2
1 8"Gate Valve KENNEDY "NRS" UNDERGRO 6' 140 8. 071 504 0.0
1 8" MJ Tee MECH JOINT 55' 120 8.071 504 0. 1
Fixed F1ow Outside Hose 150 gpm
Hydr Ref R1 Required at Source 654 57.8 psi
Water Source126. 0 psi static, 122.0 psi �esidual @ 3884 gpm 654 gpm 125.9 psi
SAFETY PRESSURE 68.0 psi
Available Pressure of 125.9 psi Exceeds Required Pressure of 57.8 psi
This is a safety margin of 68.0 psi or 54 � of Supply
Maximum Water Velocity is 19.4 fps
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
LEGEND
HYD REF Hydraulic reference. Refer to accompany�ng flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg E11 T - Tee LT - Long Turn 90 Ell
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0. 01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later Paths are from the next most remote head back to previously
defined paths
'i �
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
REMOTE AREA #2 PAGE 1
FLOW # OF LENGTH PRE3SURE BRANCH LINE
(GPM) PIPE FITS FEET 3UbIldARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTTNGS LO88 PSI/FT Pf Pv Pdrop PIPE
R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pti Phead FIT3
PATH 1 FROM EYDRAULIC REFERENCE 216 TO W (PRIMARY PATB)
HEAD 216 20. 0 1" 0 0 5'11" 7.5 fps 12 .8 12.8
0.20 gpm/sq ft 1.049" 1 0 5'0" 0.130 1.4 0.0
K= 5. 60 20. 0 120 40 0 10'11" 0" 0. 0 12.8
REF 221 20.4 1" 0 0 7'9" 15.1 fps 14.2
PATH 4 1. 049" 1 0 5 '0" 0. 477 6. 1
K= 5.41 40.4 120 40 0 12' 9" 0" 0.0
REF 220 44.5 1�" 0 0 1 'll" 18.4 fps 20.2
PATH 6 1.380" 1 0 6'0" 0.496 3. 9
K= 9. 90 84. 9 120 40 0 7 'll" 1 '11" 0.8
REF A1 2'�" 0 0 10'0" 5.0 fps 25.0
2. 635" 0 0 0" 0.021 0.2
� 84. 9 120 10 0 10'0" 0" 0.0
REF A2 85.3 2'�" 0 0 10'0" 10.1 fps 25.2
PATH 2 2. 635" 0 0 0" 0.077 0.8
K= 16. 98 170.1 120 10 0 10'0" 0" 0. 0
REF A3 71.7 2'�" 0 0 1'0" 14.4 fps 26.0
PATH 9 2. 635" 0 0 0" 0.148 0.1
K= 14.06 241.8 120 10 0 1'0" 0" 0. 0
REF A4 3" 0 0 9'0" 9.4 fps 26. 1
3.260" 0 0 0" 0.052 0.5
241.8 120 10 0 9'0" 0" 0. 0
REF A5 72. 6 3" 0 0 10'0" 12.2 fps 26. 6
PATH 10 3.260" 0 0 0" 0. 085 0. 9
K= 14.07 314.4 120 10 0 10'0" 0" 0.0
REF A6 89. 6 3" 0 0 8" 15.7 fps 27 . 4
PATH 5 3.260" 0 0 0" 0.135 0.1
K= 17. 11 404. 0 120 10 0 8" 0" 0. 0
CONTINUED 27.5 psi
�
i
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
REMOTE AREA #2 PAGE 2 !�
�
FLOW # OF LENGTH PRE33URE BRANCH LINE
(GPM) PIPE FIT3 FEET SU1�lARY TO HEAD
HYD REF OUTLET 3IZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV '
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE ;
R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS ,
i
I
PATH 1 FROM HYDRAULIC REFERENCE 216 TO W (PRIMARY PATH) CONTINUED I
I
REF A7 4" 2 0 57'2" 9.2 fps 27.5 �i
4.260" 1 0 40'0" 0.037 3. 6 '
404.0 120 10 0 97 '2" 1" 0.0 i
REF W 404.0 gpm PATH 1 K= 72.40 31.1 psi
PATH 2 FROM HYDRAULIC REFERENCE 212 TO A2
HEAD 212 20.3 1" 0 0 4'2" 7. 6 fps 13.1 13.1
0.20 gpm/sq ft 1. 049" 1 0 5' 0" 0.133 1.2 0.0
K= 5. 60 20.3 120 40 0 9'2" 0" 0.0 13.1
REF 223 20.3 1" 0 p 7' 9" 15.2 fps 14.3
PATH 3 1.049" 1 0 5'0" 0.481 6. 1
K= 5.36 40.5 120 40 0 12 ' 9" 0" 0.0
REF 222 44.7 1'�" 0 0 1'11" 18 .5 fps 20.4
PATH 7 1.380" 1 0 6'0" 0.500 4 . 0
K= 9.90 85.3 120 40 0 7'll" 1'll" 0.8
REF A2 85.3 gpm PATH 2 K= 16.98 25.2 psi
PATH 3 FROM HYDRAULIC REFERENCE 211 TO 223
_ HEAD "211 20.3 1" 0 0 3'10" 7. 6 fps 13.1 13,1
0.20 gpm/sq ft 1.049" 1 0 5'0" 0.134 1.2 0.0
K= 5. 60 20.3 120 40 0 8'10" 0" 0.0 13.1
REF 223 20.3 gpm PATH 3 K= 5.36 14.3 psi
PATH 4 FROM HYDRAULIC REFERENCE 210 TO 221
HEAD 210 20.4 1" 0 0 2'1" 7. 6 fpS 13.2 13.2
0.20 gpm/sq ft 1. 049" 1 0 5 '0" 0.134 1.0 0.0
K= 5. 60 20.4 120 40 0 7'1" 0" 0.0 13.2
REF 221 20.4 gpm PATH 4 K= 5.41 14.2 psi
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
REMOTE AREA #2 PAGE 3
FIAW # OF LENGTH PRE3SURE BRANCH LINE
(GPM) PIPE FITS FEET 3UbIldARY TO gEp�D
HYD REF OUTLET SIZE 90 45 PIPE VEIACITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FIT3
PATB 5 FROM HYDRAULIC REFERENCE 217 TO A6
HEAD 217 20. 9 1" 1 0 9'4" 7.8 fps 13. 9 13. 9
0.21 gpm/sq ft 1.049" 0 0 2'0" 0.141 1.6 0.0
K= 5. 60 20. 9 120 40 0 11 '4" 0" 0.0 13. 9
HEAD 215 22.0 1" 0 0 7'9" 16.1 fps 15.5 15.5
0.22 gpm/sq ft 1. 049" 1 0 5 '0" 0.534 6.8 0. 0
K= 5. 60 42. 9 120 40 0 12' 9" 0" 0.0 15.5
REF 226 46.7 1'�" 0 0 1'l1" 19. 4 fps 22.3
PATH 8 1.380" 1 0 6'0" 0.549 4.3
K= 9. 91 89. 6 120 40 0 7 '11" 1 'll" 0. 8
REF A6 89.6 gpm PATH 5 R= 17.11 27.4 psi
PATH 6 FROM HYDRAULIC REFERENCE 203 TO 220
HEAD 203 21.8 1" 0 0 9'3" 8.2 fps 15.1 15.1
0.22 gpm/sq ft 1.049" 0 0 0" 0.152 1. 4 0. 0
K= 5. 60 21.8 120 40 0 9'3" 0" 0.0 15.1
HEAD 208 22.8 1" 0 0 1' 6" 16.7 fps 16.5 16.5
0.23 gpm/sq ft 1.049" 1 0 5 '0" 0.572 3.7 0.0
K= 5. 60 44 .5 120 40 0 6' 6" 0" 0. 0 16.5
REF 220 44.5 gpm PATH 6 K= 9.90 20.2 psi
PATH 7 FROM HYDRAULIC REFERENCE 200 TO 222
HEAD 200 21. 9 1" 0 0 9'3" 8.2 fps 15.2 15.2
0.22 gpm/sq ft 1.049" 0 0 0" 0.154 1.4 0.0
K= 5. 6 0 � « <.
21. 9 120 40 0 9 3 0 0.0 Z5.2
HEAD 205 22. 9 1" 0 0 1' 6" 16. 8 fps 16.7 16.7
0.23 gpm/sq ft 1.049" 1 0 5'0" 0.577 3.7 0.0
K= 5. 60 44.7 120 40 0 6' 6" 0" 0. 0 16.7
REF 222 44.7 gpm PATS 7 R= 9.90 20.4 psi
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
REMOTE AREA #2 PAGE 4
FLOW # OF LENGTH PRE33URE BRANCH LINE
(GPM) PIPE FITS FEET SU1�lARY TO HEAD
HYD REF OUTLET 3IZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS L088 PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 8 FROM HYDRAULIC REFERENCE 204 TO 226
HEAD 204 22. 9 1" 0 0 9'3" 8. 6 fps 16.7 16.7
0.23 gpm/sq ft 1.049" 0 0 0" 0.167 1.5 0.0
K= 5. 60 22. 9 120 40 0 9'3" 0" 0. 0 16.7
HEAD 207 23. 9 1" 0 0 1' 6" 17.5 fps 18.2 18.2
0.24 gpm/sq ft 1. 049" 1 0 5 '0" 0. 626 4 .1 0. 0
K= 5. 60 46.7 120 40 0 6' 6" 0" 0.0 18.2
REF 226 46.7 gpm PATH 8 K= 9. 91 22.3 psi
PATH 9 FROM HYDRAULIC REFERENCE 201 TO A3
HEAD 201 22. 9 1" 0 0 9'3" 8 . 6 fps 16.7 16.7
0.23 gpm/sq ft 1.049" 0 0 0" 0.167 1.5 O.Q
K= 5. 60 22. 9 120 40 0 9'3" 0" 0.0 16.7
�
� HEAD 206 23. 9 1" 0 0 1' 6" 17.5 fps 18.2 18.2
0.24 gpm/sq ft 1. 049" 1 0 5 '0" 0. 626 4. 1 0. 0
K= 5. 60 46.8 120 40 0 6'6" 0" 0.0 18.2
REF 224 24 . 9 1�" 0 0 1 '11" 15 .5 fps 22.3
PATH 11 1.380" 1 0 6'0" 0.363 2. 9
K= 5.28 71.7 120 40 0 7'l1" 1' ll" 0.8
REF A3 71.7 gpm PATH 9 K= 14.06 26.0 psi
PATH 10 FROM HYDRAULIC REEERENCE 202 TO A5
HEAD 202 23.1 1" 0 0 9'3" 8.7 fps 17.1 17.1
0.23 gpm/sq ft 1. 049" 0 0 0" 0. 171 1. 6 0.0
K= 5. 60 23.1 120 40 0 9'3" 0" 0.0 17.1
HEAD 209 24.2 1" 0 0 1' 6" 17.7 fps 18.7 18.7
0.24 gpm/sq ft 1.049" 1 0 5 '0" 0. 641 4.2 0.0
K= 5. 60 47.3 120 40 0 6' 6" 0" 0. 0 18.7
CONTINUED 22.8 psi
�
,
Lionshead Bin Storage Drawing Date:11-09-05 11/ 9/05 16:13
REMOTE AREA #2 PAGE 5
FLOW # OF LENGTH PRESSURE BRANCB LINE
(GPM) PIPE FITS FEET SiJI�JARY TO HEAD
HYD REF OUTLET 3IZE 90 45 PIPE VEI.00ITY Pt Pt Pn ELEV
ID T LT FITTINGS LOS9 PSI/FT Pf Pv Pdrop PIPE
R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 10 FROM SYDRAULIC REFERENCE 202 TO A5 CONTINUED I,
�
REF 225 25 .2 1'�" 0 0 1' l1" 15 .7 fps 22.8 I
PATH 12 1.380" 1 0 6'0" 0.371 2. 9
K= 5.28 72. 6 120 40 0 7 ' l1" 1' 11" 0.8
�
REF A5 72.6 gpm PATH 10 K= 14.07 26.6 psi
PATH 11 E'ROM HYDRAULIC REFERENCE 213 TO 224
HEAD 213 24. 9 1" 0 0 7' 9" 9.3 fps 19.8 19.8
0.25 gpm/sq ft 1. 049" 1 0 5'0" 0.195 2.5 0.0
K= 5. 60 24. 9 120 40 0 12' 9" 0" 0.0 19.8
REF 224 24. 9 gpm PATH 11 K= 5.28 22.3 psi
PATH 12 FROM HYDRALJLIC REFERENCE 214 TO 225
HEAD 214 25.2 1" 0 0 7 ' 9" 9.5 fps 20.3 20.3
0.25 gpm/sq ft 1.049" 1 0 5 '0" 0.200 2.5 0.0
K= 5. 60 25 .2 120 40 0 12 ' 9" 0" 0. 0 20.3
REF 225 25.2 gpm PATH 12 K= 5.28 22.8 psi
CENTRAL FIRE PROTEC770N CONTRACTORS, INC.
10775 EAST 51 AVENUE
DENVER, CO 80239
303-576-8157
FAX 303-576-8159
#004
cfpc@cfpc.us
Job#212105
Lionshead Bin Delivery
600 W. Lionshead Mall
Vail, Colorado
1. Sprinkter Heads:
Tyco TY-FItB Quick Response Upright
2. Pipe:
Allied Dyna-Flow
Allied Dyna-Thread
Allied Sched. 40& Sched. l0(Reference Only)
� 3. Fittings:
j Star Ductile Iron Threaded Fittings
, � Shurjoint Grooved Coupling
Shurjoint Grooved Reducing Coupling
Shurjoint Grooved Short Radius 90
Shurjoint Grooved Long Radius 90
Shurjoint Grooved Split Flange
4. Valves:
Ames Colt#C400Z Reduced Pressure Backflow
Cla-val #90-21 Pressure Reducing Valve(Reference Only)
Cla-val #100-01 Hytrol Valve(Reference Only)
5. Hangers:
Tolco #65 C-type Beam Clamps
Tolco #100 AU T6read Rod
Tolco #200 Ring Hanger
6. Miscellaneous:
Amtrol Fire-X-Trol ASME Listed Eapansion Tank
** All items subject to availabitity and may be replaced by a similar *'�
item made by a different manufacturer.
�
�
�,` �'�Q Fire �r Building
�
Praducts
�
Technical Services:Tel:(800)381-9312/Fax:{800)791-5500
Series TY-FRB — 2.� 4.2� 5.6, and 8.0 K-factor
Upriqhf, Pendent, and Recessed Pendent Sprink/ers
Quick Response, Standand Coverage
General mospheres.Although corrosion resis-
tant coated sprinklers have passed the ,�, ,
� � standard corrosion tests of the appli- r�� -�=��
Descr�pt�on cable approval agencies,the testing is � ;� �`.�'s`"-.
not representative of all possible cor- �,-
The Series TY-FRB,2.8,42,5.6,and rosive atmospheres. Consequerrtly, it �
8.0 K-factor, Upright and Pendent is recommended that the�d user be
Sprinklers described in this data sheet consulted with respect to the suitability
are quick response - standard cover- of these coatings for any given corro- '
age,decorative 3 mm glass bulb type sive environment.The effects of ambi- � , �
spray sprinklers designed for use in ent temperature, concentration of � . : :��- w'
light or ordinary hazard, commercial chemicals, and gas/chemical velocity,
occupancies such as banks, hotels, should be considered,as a minimum, �""�-�- . ""`'=-
shopping malls,etc. along with the corrosive nature of the
The recessed vefsion of the Series chemical to which the sprinklers will be
TY-FRB Pendent Sprinkler,where ap- exposed. �
plicable, is intended for use in areas An intermediate level versions of the ��
with a finished ceiling.It uses either 8 Series TY-FRB Penderrt Sprinklers are ,���`"
two-piece Style 10 (1/2 inch NPT) or detailed in Technical Data Sheet
Style 40(3/4 inch NP'n Recessed Es- TFP356,and Sprinkler Guards are de- ��
cutcheon with 1/2 inch (12,7 mm) of tailed in Technical Data Sheet TFP780 �
recessed adjustment or up to 3/4 inch � �
(19,1 mm)of total adjustment from the WARN/NGS
flush pendent position,or a two-piece The Series TY-FRB Sprink/ers de- '' �
Style 20(1/2 inch NP�or Style 30(3/4 scribed herein musf be installed and �' �
inch NP Recessed Escutcheon with �`
T� maintained in compliance with fhis .►,;,�"� '
1/4 inch(6,4 mm)of recessed adjust- documenf,as well as witf►the apptica-
ment or up to 1/2 inch (12,7 mm) of ble standards of the Nafiona/Fire Pro-
total adjustment from the tlush pen- tection Association, in addition b the TY3231 - Pendent 5.6K,1/2"NPT
dentposition.Theadjustmentprovided ���ofanyofherauthoritieshav- N4131 - UptigM B.OK,3/4"NPT
by the Recessed Escutcheon reduces ing jurisdiction. Fallure to do so may TY4231 - Pendent 8.OK,3/4"NPT
the accuracy to which the fixed pipe impair the performance of these de-
drops to the sprinklers must be cut. ��. TeChn�Ca�
Corrosion resistant coatings, where The owneris res nsib/e formaintain-
applicable, are utilized to extend the
Po i�
i their fire o -
tection t �
R9 pr sys em and de aia
life of copper alloy sprinklers beyond vices in proper operafing condition.
that which would otherwise be ob- The installing contractor or sprink/er Approvals
tained when exposed to corrosive at- manufacturer should be contacfed UL and C-UL Listed.
with any quesfions. FM, LPCB,and NYC Approved.
(Refer to Table A for complete approval
IMPORTANT information including corrosion resis-
A/ways refer to Technica! Data Model/S rinkler tant status.)
Sheet TFP700 for the INSTALLER p Maximum Working Pressure
WARNlNG" that provides cautions � � � 175 psi(12,1 bar)
with respect to handling and instal- Ident�ficat►on
lation of sprink/er sysfems and com- Discharge Coefflclent
pnnents. Improper handling and in- Ni//'�'�be/"S K=2.8 GPM/psi��(40,3 LPM/bar��)
stallation can permanentty damage K=4.2 GPM/psi��(60,5 LPM/bar��)
a sprink/er system or its compo- TY1131 - Upright 2.8K,1/2"NPT K=5.6 GPM/psi��(80,6 LPM/bar��)
nents and cause the sprinkler fo fail TY7231 - Penderrt 2.SK,1/2°NPT K=8.0 GPM/psi��(115,2 LPM/bar��
� to operaie in a fire situafion orcause TY2131 - Uprlght 4.2K,112"NPT Temperature Ratings
it to operate premature/y. TY2231 - Pendent 4.2K,1/2"NPT Refer to Table A and B
TY3131 - Upright 5.6K,1/2"NPT�„�
Page i of 8 JULY, Z004 TFP171
Page 2 of 8 TFP171
ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20
PLATE SEATING ** NOMINAL RECESSED ,�
SURFACE N� MAKE-IN ESCUTCHEON DEFLECTOR
� 6
� 5
2-1/4" —� 7/16"
(57.2 mm) (11,1 mm) q
NOMINAL
I MAKE-IN 2 '
1-9/16" � 2-3/16' � 3
(39,7 mm) WRENCH (55,6 mm)
FLATS � � �
I 7
SSP DEFLECTOR"` 2-7/8°(73,0 mm)DIA. —�{ 1/2"NPT'`"
PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION
1-Frame 3-Seafing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to
2-Button Assembly 5-�meression 7-Bushing prffiCe S@8t 0►1 ff8me.
""'Pipe thread connections per ISO 7/1 can be provided on
special request.
FlGURE i
QUICK RESPONSE SER/ES TY-FRB UPR/GHT(7Y1131)AND PENDENT(TY1231)SPRINKLERS
2.8 K-FACTOR, 12/NCH NPT
ESCUTCHEON 7/1G'(ii,imm) STYLE10or20
PLATE SEATING 1�2„** NOMINAL RECESSED S�*
SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR
� 6*
� 7/16" 5
2�/16" —�
(55.6 mm) (11,1 mm)
NOMINAL 4
MAKE-IN
1-1/2" I � 2
(38.1 mm) 2�/16° .
WRENCH (55,6 mm)
FLATS . 3
I 1
SSP DEFLECTOR" 2-7l8"(73,0 mm)DIA. —�{ 1/2'NPT"*
PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION
t-Frame 3-Sea�ing 4-Bulb 6-Deflector ` Temperature rating is indicated on deflector or adjacent to
2-Bunon Assembly 5-Compression orrfice seat on frame.
��W "Pi thread connections
pe per ISO 7/1 can be provided on
special request.
FIGURE 2
QUICK RESPONSE SERIES TY-FRB UPR/GHT(TY2131)AND PENDENT(7Y2231)SPR/NKLERS
4.2 K-FACTOR, 1/Z INCH NPT
Y
�
Flnishes Bulb . . . . . . . . . . . . . . Glass . �
Sprinkler:Refer to Table A and B Compression Screw . . . Bronze �peraf�on �
Recessed Escutcheon:White Coated, Deflector. . . . . . . Copper/Bronze �
Chrome Plated,or Brass Plated Bushing(K=2.8) . . . . . . . Bronze The glass Bulb contains a fluid which �
expands when exposed to heat.When �
Physicai Characteristics the rated temperature is reached,the �
Frame . . . . . . . . . . . . . Bronze fluid expands sufficienUy to shatter the a�
Button . . . . . . . . . Brass/Copper 91ass Bulb, allowing the sprinkler to a
Sealing Assembly . . . . . . . . . , activate and water to flow. �
. . . . . Beryllium Nickel w/Teflont �
+-
TFP171 Page 3 of 8
� ESCUTCHEON 7/i6"(11,1 mm) SIYLE 10or20
PLATE SEATING ** NOMINAL RECESSED SSU*
SURFACE NPT MAKE-IN ESCUTCHEON
� DEFLECTOR
� 6"
2�/i 6" —� 7/16" �
(55.6 mm) (11,1 rtvn)
NOMINAL 4
I MAKE-IN
1-1/2" � 2
��1�� 2-3/16"
WRENCH (�5,g��
FLATS . 3
SSP DEFLECTOR' 2-7/8" 1
(73,0 mm)DIA. --�-I 1/2"NPT**
PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION
1-Frame 3-Seating a-Bulb 6-Deflector " Temperature rating is indicated on deflector or adjacent to
2-Button Assembly 5-Compression or'rfiCe S88t on fYeme.
��w `'kPi thread connectfons
pe per ISO 7/1 can be provided on
special request.
FlGURE 9
QUICK RESPONSE SERIES T1'-FRB UPR/QHT(TYS18i)AND PENDENT(71'323�)SPR/NKLER
5.6 K-FACTOR, 1/71NCH NPT
ESCUTCHEON 1/2"(12,7 mm) STYLE 30 or 40
PLATE SEATING „** NOMINAL RECESSED SSU'`
SURFACE N� MAKE-IN ESCUTCHEON DEFLECTOR
— � 6*
� in„ 5
2-S/i 6"
(58.7 mm) � (12.7 mm) -
NOMINAL 4
I MAKE-IN
1-�i6" 2-1/4» 2
(39.7 mmI WRENCH (57,2 mmj
FLATS 3
I 1
SSP DEFLECTOR* 2-7/8°(73,0 mm)DIA. --�+ 314"NPT""
PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION
1-Frame 3-Seaiing 4-Bulb 6-Deflector ' Temperature rating is indicated on deflector or adjacent to
2-Button Assembly 5-Compression orifice seat on frame.
�� ""Pipe thread connections per ISO 7/1 can be provided on
special request.
FlGURE 4
QWCK RESPONSE SER/ES TY-FRB UPR/GHT(TY4731)AND PENDENT(TY423i)SPRINKLERS
8.0 K-FACTOR,a/4 INCH NPT
- Listing is based on the requirements of
Des�qn NFPA 13, and FM Approval is based /nstallafion
Criteria on the requirements of FM's Loss Pre-
vention Data Sheets ).Oniy the Style The Series TY FRB.S�iruaklars must be
10, 20, 30, or 40 Recessed Escutch- installed in accord�ei�w�h the follow-
The Series TY FRB Pendent and Up- eon, as applicable, is to be used for ing instructions:
right Sprinklers are iMended for fire �e��pendent installations.
protection systems designed in ac- ��S
cordance with the standard installation Do not instal/any bulb(ype sprink/er if
rules recognized by the applicable the bu/b is cracked or there is a/oss of
Listing or Approval agency (e.g., UL liquid from the bulb. �th the sprinkler
i
Page 4 of 8 TFP171
SPRINKLER FINISH(See Note 7) inch NPT sprink/er joint shou/d be ob-
K TYPE TEMP. BULB NATURAL CMROME WHITE"' ��ned with a torque of 10 to 20 ft.lbs.
uQU1D BRASS PLATED POLYESTER ��3,4 in 26,8 Nm). A maximum of 30
ft.lbs.(40,7Nm)of torque is to be used
135°F/57°C Orange to instal!sprink/ers with 3/4 NPT con-
PENDENT nections. Higher leve/s of brque may
(TY1231) 135�F�68�C Red distort the sprink/er iMet and cause
and 775°Fl79°C Yenow 1.2.3,5 /eakageorimpairmentofthesprinkler.
�P�� 200°F/93°C Green Do not attempt fo make-up for insuffi-
28 �y�13�� cieat adjustmenf in the escutcheon
286°F/141°C B�ue p/afe by under-or over-Sghtening the
1�2� sprink/er. Readjust ti►e position of the
Np-r 135°F/57°C Orange sprink/er fitting to Suif.
RECESSED 155°F/68°C Red
PENDENT The Series TY-FRB Pendent and Up-
(TY1231)* 175°F/79°C Yellow right Sprink�rs must be installed in
Figure 5 accordance with the following instruc-
200°F/93°C Green 1,2,5 tions.
135°F/57°C Orange Step 1. Pendent sprinklers are to be
RECESSED 155,F�68,C Red installed in the ndent
PENDENT PQ P�SItIOrI, 811d
(TY1231)� 175°F/79°C Yellow upright sprinkters are to be installed in
the upright position.
Fguro 6 ZppoF�g�oC Green
Step 2. With pipe thread sealant ap-
135°F/57°C Orange plied to the pipe threads,hand tighten
PEN�ENT ��,F��,C Red the sprinkler into the sprinkler fitting.
��31� Step 3. Tighten the sprinkler into the
and 175°Fl79°C Yellow sprinkler fitting using only the W-Type
uPRtGHT �pep�y3�C Green 6 Sprinkler Wrench (Ref. Figure 13).
4z �2�31� 286°F/141°C Blue �Nith raference to Figures 1,2,3, and
��2� y 2 4,the W-Type 6 Sprinkler Wrench is to
NPT t35°F/5�°C Orange be applied to the sprinkler wrench
RECESSED flats.
PENDENT 155°F/68°C Red
(TY229t)' 175°F/�9°C Yellow The Series TY-FRB Recessed Pen-
�g°�� 2o0°F/93°C Green deM Sprinklers must be installed in
accordance with the following instruc-
135°F/57°C Orange tiOnS.
PEN NT 155°F/68°C Red Step A. After installing the Siyle 10.
(TY2231�� 775°FR9°C Yeuow 20, 30,or40 Mourrting Plate,as appli-
Figure 8 cable, over the sprinkler threads and
200°F/93°C Green with pipe thread sealant applied to the
pipe threads, hand tighten the sprin-
NOTES: kler into the sprinkler fitting.
7.Listed by Underwrfters Laboratories,Ina(UL)as Quidc Response Sprinklers.
2.Listed by UnderwrRers Laboratories,Inc.for use in Canada(C-UL)as Quidc Response Step B.Tighten the sprinkler into the
Sprinklers. sprinkler fitting using onfy the W-Type
3.Approved by Factory Mutual Research Corporation(FM)as Quidc Response Sprin- � ReCeSSed Spfinklef WferlCh (Ref.
klers. Figure 14).With reference to Figure 1,
5.Approved by ihe City of New York under MEA 354-01-E. 2, 3, 8nd 4, the W-Type 7 R9Cessed
7.Where Polyes[er Coated Sprinklers are noted to be UL and C-UL Listed,the sprin- Sprinkler WrenCh is to be applied to
klers are UL and GUL Listed as Corrosion Resisterrt Sprinklers. the Sprinklef wfenCh flsts.
' Installed with Style 10(1/2"NP�or Sty1e 4p(3/4"NPT)3/4"Total Adjustment Step C. After the ceiling has been in-
Recessed Escutcheon,as applicable. stalled or the finish Coat haS been a
"Installed with Style 20(1/2"NP'�or Style 30(3!4"NPn 1/2"Total Adjustment P'
Recessed Es«,�cheon,as applicable. plied,Slide on the Style 10,20, 30,or
" Frame and Deflector only.Listings and approvals apply to color(Special Order). 40 CIOSU�e ovef the Se�iBS TY-FRB
WA:Not Availeble Sprinkler and push the Closure over
TABLEA the Mounting Plate until iis flange
LABORATORY LISTINGS AND APPROVALS �mes in contact with the ceiling.
28 AND�0.2 K-FACTOR SPRfNKLERS
he/d horizonfally, a small sir bubb/e A/eak tight 1/2 inch NPT sprink/er jant
shou/d be present.The diameter of the shou(d be obtained with a forque of 7
air bubble is approximate/y 1/16 inch to 14 ft.lbs. (9,5 fo 19,0 Nm).A maxi-
� (1,6 mm) for the 135°F/57°C to 3/32 mum of2i ft lbs. (28,5 Nm)of torque
inch (2,4 mm) for the 286°F/141°C may be used to install sprink/ers with
temperature rafings. 1/2 NPT connecfions.A/eak tighf 3/4
TFP171 Page 5 of 8
SPRINKLER FINISH(See Note 8)
K TYPE TEMP. BULB NATURAL CHROME WHRE"' LEAD
LIQUID BRASS PLATED POLYESTER COATED
135°F/57°C Orange i
P��� 155°F/68°C Red
��31� 1,2,3,4,5,6,7 1,2,3,5
and 175°Fl79°C Yelbw
UPRIGHT 2pp�F/93°C Green
5.6 �3131)
286°F/141°C Blue
1/2"
NpT 135°F/57°C Orange
RECESSED 155°F/68°C Red
PENDENT 1,2,4,5 WA
(TY3231)* 775°Fl79°C Yellow
Flgure 9 2pp�F/gg°C Green
135°F/57°C Orange
RECESSED 155°F/68°C Red
PENDENT 1,2,3,4,5 1,2,4,5 WA
(TY3231)`* 175°F/79°C Yellow
Figure 10 2pp�F�gg�C Green
135°F/57°C Orange
PENDENT 155°F/68°C Red
(TY4231)
and 175°F/79°C Yellow 1'2'S
1,2,3,4,5,6,7
UPRIGHT �oF��oC Green
8.0 �4131)
�4� 286°F/141°C Blue
Np-� 135°F/57°C Green
RECESSED 155°F/68°C Orange
PENDENT 1.2.4.5 WA
(TY4231)` 175°F/79°C Red
Flgure 11 2pp°F/gg°C Yellow
135°F/57°C Orange
RECESSED 155°F/68°C Red
PENDENT 1.2.3,4,5
(TY4231)*' 175°F/79°C Yelbw WA
Figure 12 �pp�F���C Green
NOTES:
1.Listed by Underwriters Leboratories,Inc.(UL)as Quick Response Sprinklers.
2.Listed by Underwriters Laboratories,Inc.for use in Canada(C-UL)as Ouidc Response Sprinklers.
3.Approved by Factory Mutual Researoh Corporation(FM)as Quick Response Sprinklers.
4.Approved by the Loss Prevention Certification Board(LPCB Ref.No.007W04)as Quidc Response Sprinklers;however,the
LPCB does not rate the thermal sensitivity of recessed spriniders.
5.Approved by the City of New York under MEA 354-01-E.
6.VdS Approved(For details corrcact Tyco Fire 8 Building Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-53-42&3377).
7.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response SprinMers.
8.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-Ul Listed,the sprinklers are UL end C-UL Listed as
Corrosion Resistant SprinWers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a
Corrosion Res�tant Sprinklers.
' Installed with Style 10(1/2"NP�or Style 40(3/4"NP�3/4"Total Adjustment Recessed Escutcheon,as applicable.
"Installed with Style 20(1/2"NP�or Style 30(3/4"NP�1/2"Total Adjustment Recessed Escutcheon,as applicable.
"'Frame and Deflector only.Listings and approvals epply to cobr(Special Order).
WA:Not Availabie
TABLE B
LABORATORY LISTINGS AND APPROVALS
S 6 AND 8.0 K-FACTOR SPR/NKLERS
�
Page 6 ot 8 TFP171
�
� 2-7/8'DIA. 2-7/8'DIA.
5/8t7/4' (73,0 mm) 3/4' 19,1 mm (73,0 mm)
1/2t1/8' 1!2' 12,7 mm
(15,9:6,4 mm) 2-1/4'DIA. 1/4'(6,4 mm) (72,7t3,2 mm) 2-1/4'DIA. t/4'(B,4 mm)
FACE OF (57,2 mm) � ��NG FACE OF ��.2 mm) �
SPRINKLER PLATE SPRINKLER ���
FfiT1NCa ���, PL.ATE
t/8' I 1/B•
(3,2 mm) ��m�
� �_
MOUNTING
�M�� SURFACE
SURFACE
CLOSURE SERIES t-5Jt6° 33,3 mm SERIES 1�bl16' 33,3 mm
TY-FRB 73H6'(20,6 mm) CLOSURE -n._FRB t-1l16'(27,0 mm)
FIGURE 5 FlGURE B
SER/ES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 3/4/NCH TOTAL ADJUSTMENT YVITH TWO-P/ECE 1/Z INCH TOTAL ADJUSTMENT
STYLE i0 RECESSED ESCUTCHEON STYLE 2D RECESSED ESCLITCHEON
2.8 K-FACTOR, 1/7 IIYCH NPT 28 K-FACTOR, i/1/NCH NPT
2-7/8'DIA 2-7/8'DIA
5/8t1l4' (73>0 mm) y4' 19.1 rtm 1�1�' (73.0 mm) 1�2' 12,7 mm
(75,9i6.4 mm) 2-1/4'DIA 7!4'(6,4 mm) (12.7�3,2 mm) 2-1/4'DIA 1/4'(6.4 mm)
FACE OF �57'2�) � �„q��NG FACE OF (��2 mm) �
SPPoNKLER PLA7E SPRINlQER ���
FlTfIWG ��� PLATE
1/8' I ��.
�3'2�� ��)
� �—
MOUrf fING
MOUNTING SUF�ACE
SURFACE
CLOSURE �IES 1-1/4` 37,8 mm C��� SERIES 1-7/4' 31,8 mm
I lY-FRB 3/4'(19�1 mm) l'Y-FRB 1'(25�4 mm)
FIGURE T FlGURE 8
SER/ES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT
WITH TWO-P/ECE 3/4►NCH TOTAL ADL/USTMENT WITM TWO-P/E
D CE i
/2/NCH
TOTAL ADJ
USTMENT
STYLE i E ED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON
4.2 K-FACTOR, 1/2/NCH NPT 42 K-FACTOR, 1/7 INCH NPT
used to cover a clearance hole, may and after installation.Sprinklers dam-
Care and de/ay the time tosprink/eroperation in aged by dropping, striking, wrench
Maintenance a fire situation. twisUslippage,or the like,must be re-
Sprinklers that are found to be leaking has a cradcedpbulb orr that has ost
The Series TY-FRB Sprinklers must be or exhibiting visible signs of corrosion ��quid from its bulb. (Ref. Installation
maintained and serviced in accord- must be replaced. Section).
ance with the following instructions: Automatic sprinklers must never be
pairned, plated, coated or otherwise Frequent visual inspections are rec-
NOTES altered after leaving the factory.Modi- ommended to be inifially performed for
Before closing a fire protec6on system fied sprinklers must be replaced. ��rosion resistant coated sprinklers,
main contro/ va/ve for maintenance Sprinklers that have been exposed to after the installation has been com-
work on the�ire protection system that �orrosive products of combustion,but P�eted,to verify the irrtegrity of the cor-
itcontro/s,permission toshutdown the have not operated,should be replaced rosion resistant coating. Thereafter,
affectedfireprotectionsysfemmustbe if they cannot be completely cleaned annual inspections per NFPA 25
obfained irom the proper authorities by wiping the sprinkler with a cloth or should suffice;however,instead of in-
and all personne!who maybe aflected by brushing it with a soft bristie brush. g���ng from the floor tevel,a random
� by this action must be notified. sampling of close-up visual inspec-
Atrsence of an escutcheon, which is Care must be exercised to avoid dam- tions should be made,so as to better
age to the sprinklers - before, during, determine the exact sprinkler condi-
TFP171
Page 7 of 8
2-7l8'DIA. 2-7/8'DIA.
5/8t1/4• �3A mm) 3/4' 79,1 mm (73,0 mm)
(15.St6,4 rrun 1/2t1l8' 1/2' 12,7 mm
� 2-1/4'DIA. 1/4"(6,4 mm) (12,7�32 mm) 2-t/4'DIA. 1/4'(6,4 mm)
FACE OF (57,2 mm) � ��NG FACE OF ��.2 mm) �
SPRINKLER PLATE SPRINKLER MOUNTING
Fff71NG PU1TE
Ffl"fING
1/8' I ��.
(3,2 mm) ��m�
� �-
MOUNTINCa
MOUNTING SURFACE
SURFACE
CLOSURE SERIES 1-t/4' 37,8 mm CLOSURE SERIES 1-tl4' 91,8 mm
TY-FRB 3/4'(19,1 mm) TY'F� t' 25,4 mm
� )
FlGURE 9 F►GURE i0
SER/ES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT
WITH TWO-P/ECE�/4/NCH TOTAL ADJUSTMENT WITH 7'WO-p/ECE 1/2/NCH TOTAL ADJUSTMENT
STYLE 10 RECESSED ESCUTCNEON STYLE 20 RECESSED ESCUTCNEON
5 6 K,FACTOR, 1!Z/NCH NPT 5.6 K FACTOR, 1/2/NCH NPT
2-7/8'DIA. 2-7/8'DIA.
5/Btt/4• (�3.0 mm) 3/4' 19,1 rtun 1�1�' (73,0 mm) 1/2' 12,7 mm
(�s,s�,a mm) 2-va•aa va•�s.4 mm) (��,��mm) 2-va•ou►. va'(6,4 mm)
(57.2 mm) 57,2 mm
FACE OF MOUNTING FACE OF � � � MOUNTING
SPRINIQER PLATE SPRINKLER PLATE
F(111NG FITTING
1/8' I ��.
(3,2 mm) (3,2 mm)
� � �
�L
MOUNTING
MOUNTING SURFACE
SURFACE
CLOSURE SERIES 1-5/16' 33,3 mm CLOSURE SER�ES 1-5/16' 33,3 mm
rr-FRa ���s•�20�6 mm) Tv FRS �-ine�(ri.0 mm)
' FIGURE 11 FIGURE 12
SER/ES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT
WITH TWO-P/ECE 3/4/NCH TOTAL ADJUSTMENT W►TH TWO-PtECE 1/71NCH TOTAL ADJUSTMENT
STYLE 40 RECESSED ESCUTCHEON
STYLE
30 RECESSED ESCUTCHEON
8.0 K-FACTOI��/4 INCH NPT 8.0 K-FACTOR,�/4/NCH NPT
tion and the long term integrity of the
corrosion resistant coating, as it may y���
be affected by the corrosive conditions RE��ss
present.
wR�aECESs
The owner is responsible for the in- (END•A'USED FOR
spection,testing,and maintenance of �/z'NPT MODELS)
their fire protection system and de- �
vices in compliance with this docu-
mant, as well as with the applicable
standards of the National Fire Protec- WRENCH RECESS
tion Association (e.g., NFPA 25), in (��'B'us�wR PUSH WRENCH
addition to the standards of any other �/a'NPT MODELS) �N TO ENSURE
ENGAGEMENT
authorities having jurisdiction.The in- vwTH s�PoN�
stalling contractor or sprinkler manu- FlGURE 1S WFlENCHINGAREA
facturer should be contacted relative to W-rypE 6 SPR/NKLER
any questions. WRENCH
It is recommended that automatic FIGURE 14
� sprinkler systems be inspected, �ocal requirements and/or national N�T1'PE7 RECESSED
tested, and mair�tained by a qualified �es. SPRINKLER WRENCH
Inspection Service in accordance with
Page 8 of 8 TFPi 71
P/N 57 - XXX - X - XXX
� I
TEMPERATURE
MODEUSIN RATING
SPRiNKLER
330 2.8K UPRIGHT(1/2"NP� TY1131 135 135°F/57°C
331 2.8K PENDENT{i/2"NP� TY1231 1 NATURAL BRASS 155 155°F/68°C
340 4.2K UPRIGHT{1/2"NPT) 11f2131 4 WHITE POLYESTER 175 175°Fl79°C
341 42K PENDENT(1/2"NPI� TY2231 3 WHITE(RAL9010)' 200 20Q°F/93°C
370 5.6K UPRIGHT(1/2"NP� TY3131 9 CHROME PLATED 286 2$6°F/141°C
371 5.6K PENDENT(1/2"NP� TY3231 7 LEAD COATED
390 S.OK UPRIGHT(3/4"NPl") TY4131
391 B.OK PENDEPIT(3/4"NP� TY4231 'Eastern Hemisphere sales only.
raecE c
PART NUMBER SELECTION
SER/ES TY-FRB PENDENT AND UPR/GHT SPRINKLERS
L�m�t' � ORY, FOR INCIDENTAL, INDIRECT, Recessed Escutcheon:
ed SPECIAL OR CONSEQUENTIAL Specity:Style(speGfy) Recessed Es-
DAMAGES, INCLUDING BUT NOT cutcheon with (specify finish), P/N
Warranty LIMfTED TO LABOR CHARGES, RE- (speciiy).
Products manufactured b T co Fire GARDLESS OF WHETHER TYCO
Y Y FIRE PRODUCTS WAS INFORMED �/2' (�5 mm)
Products are warranted solely to the ABOUT THE POSSIBILITY OF SUCH ��10
original Buyer for ten (10) years DAMAGES, AND IN NO EVENT ChromePlated ............ PM56-701-�010
against defects in material and work- SHALL TYCO FIRE PRODUCTS' LI- Wnae coaied ............. Pn�ssaoi-a-o�o
manship when paid for and properly ABILITY EXCEED AN AMOUNT �"��AL9010�'��•••••••• PM�sao�-s-o�o
installed and mairitained undernormal EQUAL TO THE SALES PRICE. �`�$��""""""" PM�'�ot-2-oto
use and service.This warranty will ex- �r�' (15 mm)
pire ten (10) years from date of ship- FHE FOREGO/NG WARRANTY /S �y�e�
ment by Tyco Fire Products. No war- MADE IN L►EL! OF ANY AND d �
OTHER WARRAIHT7ES XpREcS OR Chrome Plated ............ P/N 58-705-9-010
ranty is given for products or — wni�ecoa�ed ............. PMSSaosa-o�o
�MP � D ed
componer�ts manufactured by compa- --��.�NCLUD/NCWARRAN77ES wnrteRn�so�o'........... PM58-70r3-010
nies not affiliated by ownership with OF A�/ERCHANTABI �rv emn c.r_ srass a�acea.............. P���0�-2-0�0
Tyco Fire Products or for products and NESS FOR A PARTIG(lLAR PL�R-
componeMs which have been subject �� �a• (20 mm)
s�rie�
I to misuse,improper installation,COffO- Chrome Plated............ PM 5B-70S�011
sion,or which have not been installed, White Coated ............. P/N 56-705-4-011
maintained,modified or repaired in ac- Orderin wn�e a�u.so�o�........... Pn�ssaoss-o�t
cordance with applicable Standards of � srass Plated.............. PAV 56-705-2-011
the National Fire Protection Associa- P�"�cedure 3✓4' (2o mm)
tion,and/or the standards of any other ��e�
Authorities Having Jurisdiction. Mate- @��9��distributor for avail- cnrome P�aced ............ Pna ssaoo-s-o�o
rials found by Tyco Fire Products to be ab��,indicace me wnae coated ............. Pn�5sapp-a.o�p °
defective shall be either repaired or ��r�'��t wnne wuso�o'........... PM 56-700-3010
replaced, at Tyco Fire Products'sole name.Referto s►ass�ated.............. Pnr ssaoa2-o�o '
option.Tyco Fire Products neither as- �P"��'�f«
sumes, nor authorizes an �mplete listing •Eastem Hemisphere sales ony.
y p81'S011 t0 oi Part Numbers.
assume for it, any other obligation in Sprinkler Wrench:
connection wim the sale of products or Sprinkler Assemblies wlth NPT Spe�y�y; W-Type 6 Sprinkter Wrench,
parts of producis.Tyco Fire Products Thread Connections: P/N 56-000-6-387.
shall not be responsible for sprinkler Specify: (Specffy Model/SIN), Quick
system design errors or inaccurate or Response, (specity K-factor), (specify Specify: W-Type 7 Sprinkler Wrench,
incomplete information supplied by temperature rating), Series TY FRB PM�-�-4-001.
Buyer or Buyer's representatives. (specify Pendent or Upright)Sprinkler
IN NO EVENT SHALL TYCO FIRE with(speciiy type of finish or coating),
PRODUCTS BE LIABLE, IN CON- P�N(specify from Table C).
TRACT,TORT,STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446
D n - �
y
a Flow
High Stren th Steel Pi e
g p
The or/glnal hlg�streng�th /lghtwall sprinkler plpe with hydraulics supeHor to Schedule�l0.
Dyna-Flow pipe is the"original"tugh-
• - .
strength lightwall sprinkler pipe.Dyna- �
Flow has outstanding hydraulic NPS Nomleall.D. Wt. NR.(H2Q RNed� Wx/ NryLift l21') WtlLNt(24'j W1IUR(25'
capabilities and is recognized as the �n;mm In;mm Lbs✓R,�Kg/m Lbs✓Ft,�Kg/m Llft Lbs;Kp Lbs;Kg Lbs;Kg
most populaz alternative to Scbedule-10 1' 1•191 0.830 1.31 91 1,586 1,812 1,888
pipe.Lightweight,easy to cut and easy 25 30.3 1.2 1.95 91 7i9 822 856
to handle for installation.Dyna-Flow is a 1'/; 1.536 1.059 1.87 61 1,356 1,550 1,615
valuable addition to any fire protection 32 39.0 1.6 2.78 61 6i5 703 733
system. 1'/z' 1.728 1.667 2.71 61 2,135 2,440 2,542
. - . .
40 43.9 2.5 4.U3 61 9168 1 i07 1153
2' 2.203 2.104 3.79 37 1.634 1,868 1,946
With an inside diameter of up to 11% 50 56.0 3.1 5.64 37 741 847 883
largerthan Schedule-40 and up to 7% 2'h' 2J03 2.564 5.10 30 1,615 1,846 1,923
larger than Schedule-10, Dyna-Flow 65 68.7 3.8 7.59 30 733 83T 872
pipe hydraulics are exceptionaL Larger 3' 3.314 3.387 7.18 19 1,351 1,544 1,608
I.D.s enable Dyna-Flow,and related 8p 84,2 5.0 1D.63 19 613 700 729
components,to be down-sized within the q• 4.310 4.473 10.86 19 1,784 2,039 2,124
system,thus increasing the potential for 90 109.5 6.7 16.16 19 809 925 963
job cost savings.Far complete Hazen-
Williams charts,refer to"Dyna-Flow
Hydraulic Data Tables."
� . • , . , . - . � . . . -.
. , .
Dyna-Flow products are coated with Dyna-Flow/Super Flo pipe is manufac- • Lightweight and easy to install,
an environmentally approved and tured to meet ASTM A-795 Type E, resulting in more efficient use of your
�� specially formulated modified-acrylic or Grade A and is in compliance with freight and labor doliars.
' water-based coating.This durabte coating NFPA-13 and NFPA-14.Alt sizes of
is paintable.The black coating acts as Dyna Flow/Super Flo are IJL Listed,FM ' �'ovides stability needed to comply
an excelient primer and is resistant to APPi'a���d�C Listed. with standard hanger spacing
weathering and U.V.degradation fmm (15 ft O.C.)per NFPA.
outdoor storage. U� FM U�� • Available in Standard lengths fat your
Metallurgical pmperties provide excellent ��p,� Approved Listed �nvenience,or can be ordered in
fabrication characteristics for end prep custom lengths upon appmval.
finishes,welding and roll grooving. Dyna-Flow/Super Flo is iJL/ULC Listed
for use with roll grooved,plain-end • Fast cutting and welding,as well as
'I'here is no special process or equipment
needed for fabrication and installation. °O°p��'�d welded joints for wet,dry, �Y�11 grooving and end preparation.
preaction and deluge systems.It is FM A���ble in Facto gtoo
The internal surface of all black Allied Appmved for roll gooved,plain-end,and � ry roll ved form
Tube&Conduit Fine Sprinkier pipe welded joints for wet systems.Refer to for quicker shop tumazo�md.
products up to 4.5000"in diameter is appropriate documentation for up-to-date • Clean,durable mill coating provides
coated with our new Antibacterial listing and approval information. Dyna- langer"shelf life"and acts as an
Formula,"ABF".In scientific laboratory Flow/Super Flo is now available"hot- excellent primer for custom paint
test,ABS proved to have superior dip"galvanized and has been specifically applications.
resistance to microbiai colonization of approved by FM for dry systems uses.
pipe walls,thereby delaying or possibly
preventing the onset of Microbiologically
Influenced corrosion(IvIIC)when the
First Sprinkler System is first installed.
�'L�CO/�owConvol � ^'�i^^' 16100 S. Lathrop•Harvey, IL 60426 Customer Service:
7 �.,N CLJ 11350 Norcom Rd.•Philadelphia,PA 19154 ��)882�543
TUBE 8 CONDUfT 2525 N.27 th Ave.•Phoenix,AZ 85009 Fau 708-339-1806
S2-3
D �
y
na-Thread
Full Line -
Sch 40 Replacement ,
Dyna-Thread'of�ers the Ilf+e expectancy of Sch�40 wfth superior hydraullcs and gr�ater valae.
Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe indusiry. It combines the safety
and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages.
. . . . . - . � . . . . . . -
• Dyna-Thread's inside diameter is up . With its increased strength and lighter • More wall thickness at the thread
to 3.6%larger than Sch-40 giving it weight,Dyna-Thread reduces (CRR=1.00)gives Dyna-Thread
superior hydraulics.And,when used instatlation fatigue and is ideal for better life expectancy than lightwall
in combination with Dyna-Flow pipe, �_fit applications. threadable pipe joints.
down sizing often occurs.
Corrosion Resistance Ratio(CRR)is a • Unlike lightwall threadable pipe,
• Dyna-Thread is fully listed and �,(Underwriters Laboratory)term for Dyna-1'hread has no 8u+ead gauge
appmved by UL,ULC,and FM for �e estixnated life expectancy of a pipe warning.
fire sprinkler applications. joint.This is based on the calculated
. wa11 thickness at the base of the first ' Dyna-Thread is approved for
The life expectancy of Dyna-Thread standard hanger spacing(15 ft.
and Sch-40 are equal based on the eXp°���assumed to be the
weakest point of the pipe length.Dyna- O.C.),can be used as earthquake
calculated wall thicknesses per iJL. sway bracing, and is safe to use as
Thread and Sch-40 have the same
• The consistent quality of steel used to calculated wall tlucknesses at tlus point �S'
make Dyna-Thread facilitates smooth and aze both assigned the same CRR of . Dy�_Tyread is safer to weld on.
threading and lower maintenance 1.00.
costs. • Dyna-Thread is more widely
The internal surface of all black Allied aO�� �lightwall threadable
• The exterior of Dyna-Thread is where Sch-40 is specified.
protected b y a clean,durable mill Tube&Conduit Fire S p ri n k ler pi pe
coating for extended shelf life and Products up to 4.5000"in diameter is
I easy paint application. coated with our�w Anhbacterial
Formula,`ABF".In scientific laboratory
test,ABS proved to have superior , • , � . . .
resistance to microbial colonization of
pipe walls,thereby delaying or possibly Super 40/Dyna-Thread pipe is
�� FM U L� preventing the onset of �nufactured to meet:ASTM A-135,
Listed Approved Listed Microbiologically Influenced corrosion �e A and is in compliance with
(IvIIC)when the First Sprinkler System �PA-13.All sizes of Super 40/Dyna-
is fust installed T�����at 300 psi working
pressure.Super 40/Dyna-Thread is IJL
� - .
and ULC Listed for wet,dry deluge and
pre-action sprinkler systems and FM
NPS Nomiaal I.D. Mft. Wt(H2D Fllled) P�x/ WIILIR(21') WtA.iR(24') WIILIR(25' Approved for use in wet systems.Super
ln;mm In;mm LbsiFh,Kg/m Lbs/Fh,Kg/m Lift Lbs,•Kg Lbs;Kg Lb�s,•Kg 4p/pyn8_��be"hot-dip"
1' 1.080 1.330 1.75 70 1955 2234 232 galvanized to meet FM requirement for
25 27.4 2.0 2.60 70 887 1013 105 dry systems. Super 40/Dyna-Thread is
�'�' �•408 1•87U 2.54 51 2002 2288 238 approved for all threaded couplings and
32 35.8 2.8 3.78 51 3p8 1Q?8 1Q8 welded outlets and is suitable for all
1Yz' 1.639 2290 3.22 44 2115 2418 251 �11-grooved,and plain-end fittings.
40 41.6 3.4 4J9 94 959 f097 114 �See listing information).
2' 2.104 3.050 4.57 30 1921 2196 22g
50 53.4 4.5 6.80 30 871 9916 1 p3
� �Y�CO H'owControl � ' 16100 S.Lathrop•Harvey, IL 60426 Customer Service:
/ � �, I1e� 11350 Norcom Rd. •Philadelphia, PA 19154 (800)882-5543
rusE a cowourr 2525 N.27 th Ave. •Phoenix,AZ 85009 Fax 70&339-1806
S3-3
Sched � �
u 1e-10 Sched u i -
e 40
� Fully Listed and FM Approved Sprinkler Pipe
When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved produc�t.Although these
products do not require separate approvals, Schedule-10/Schedule-40 gives you the e�ctra quality assurance you demand. i
Our Sch-10(1'4"-8")pipe and Sch-40(1"-2'/z")pipe have passed the same thorough lab testing as our other list�pipe
products,and receive periodic mill inspections from both UL and FM agents to ensare consistent quality.
- . . ■ � . .
Schedule-10/Schedule-40 product can be NPS Nomiaal I.D. Nft. WL(N20 Rlled) P�s/ WVLftt(21') Wt/Lilt(24') WbLLift(Z5'
"hot-dip"galvanized to meet FM 1n;mm In;mm LbsJR,�Kg/m Lbs,iFt,-Kg/m Lift Lbs,•Kg lbs,•Kg Lbs;Kg
requirements for dry systems in �� 1•�9 1•680 2.05 70 2,470 2,822 2,940
accordance with the zinc coating 25 26.6 25 3.05 TO 1,120 1,280 1,334
specifications ofASTMA-123. 1Y+' 1.380 2.270 2.93 51 2,431 2,778 2,g94
32 35.1 4.36 4.35 51 1,103 1,260 1,313
■ ' - ' ' . • 1'h' 1.610 2.720 3.61 44 2,513 2,872 2,992
40 40.9 4.0 5.37 44 1,140 1,303 1,357
Our advanced formula tnill coating of- 2• 2,pg7 3.650 5.13 30 2,300 2,628 2,738
fers a cleaa,durable surface.It is also 50 52.5 5.4 7.63 30 i,043 1,132 i,242
paint-ready for custom color applications Zi�. p,469 5.79Q 7.86 19 2,310 2,640 2,750
without speciai preparation. 65 62.7 8.6 1 iJ3 19 1,048 1,197 1,247
The internal surface of all black Allied
Tube&Conduit Fire Sprinkler pipe
products up to 4.5000"in diatneter is � � � '
coated with our new Antibacterial For- N� Nominal I.D. Wt. NR.(H20 Filled� PcaJ Wf�LIR(21') INfA,iR(21') WN.ift(25�
mula,"ABF".In scientific laboratory In;mm /n;mm Lbs/Ft,•Kg/m LbsiFt,•Kghn Lift Lbr Kg Lbs;Kg Lbr Kg
� test,A$S proved to tiave superior resis- 1' 1.097 1.400 1.81 91 2,675 3,053 3,185
tance to microbial colonization of pipe 25 27.9 2.i 270 91 1,213 1,385 1,445
walls,thereby delaying or possibly pre- �y; 1.442 1.810 2.52 61 2,319 2,664 2,760
venting the onset of Microbiologically 32 36.6 2J 3.75 61 1,052 1,208 1,252
Influenced corrosion(MIC)when the �y2 1.682 2.080 3.04 61 2,664 3,045 3,172
First Sprinkler System is first installed. 4Q 42.7 3.1 4.52 61 1,208 1,38! 1,439
' . . - 2' 2.157 2.640 4.22 37 2,051 2,344 2,442
50 54.8 3.9 6.28 37 930 i,Q63 1,108
Meets"Buy American"requirement 2�/�• 2.635 3.530 5.89 30 2,224 2,542 2,648
and is available thinugh distributors in 85 �,g 5.3 8.77 30 1,�09 1,153 1,201
the USA,Canada and Mexico. 3• 3260 4.330 7.94 19 1,728 1,975 2,057
� _ . � : � � � � _ 80 82.8 6.4 11.82 19 784 B96 933
4' 4.260 5.610 11.78 19 2,238 2,558 2,665
Schedule-10/Schedule-40 pipe are in � r�2 8.3 17.53 19 y,015 1,160 1,209
compliance with the following. 5" 5.295 7.77 17.33 10 1,632 1,865 1,943
125 134.5 11.56 25.80 10 740 84G gg1
ASTM A-135,and NFPA 13.Both pipe 6' 6.357 9.290 23.03 10 1,951 2,230 2,322
products have a working pressure rating r50 161.5 13.8 34.27 10 885 �,012 1,053
of 300 psi maximum and also meet the g• 8.249 16.490 40.15 7 2,424 2,770 2,885
stringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309
tesis:
•Welded Outlets U L FM U L�
•Hydrostatic Pressure
•Side Wall Rupture Listed Approved Listed
•vbration Test
�`L�CO F/owConr�o/ � ' 16100 S.Lathrop•Harvey, IL 60426 Customer Service:
/ � c�lied 1�350 Norcom Rd.•Philadelphia,PA 19154 (800)882�543
7uee a cor�ourr 2525 N.27 tti Ave.•Phoenix,AZ 85009 Fax 70&339-1806
S5-3
D.I. THREADED FITTINGS
i
STA.R�PIPEPRODUCTS
,� �6 U L FM
0
f..---p� LISTED LISTED APPROVED
For fire protection services request submittal GRS 1.3
Ductile iron threaded fittings are UL,ULC listed and factory mutual approved for 500 psi
service.Ductile iron per ASTM A 536 grade 65-45-12.Dimensions conform to ANSI 616.3
-- T class 150.Threads are NPT per ANSI/ASME 61.20.1.
�
B NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe.Therefore,
� over tightening can cause damage to pipe threads which may cause leakage.Ducdle iron
fittings shouid be tightened three tums beyond hand tight,but no more than four tums.
� ' • • 1 � : •
NOMINAL IT9N MAX. DIMBVSIONS WBGHT
SIZE CODE WORIaNG EACH P
(INCF� # P.S.I. A B PIECE
1 DB90033 500 1.50 1.50 0.62
11/4 D690044 500 1.75 1.75 0.90
11/2 DB90055 500 1.94 1.94 1.20
2 DB90066 500 2.25 2.25 1.85 g
�`B I �
� ' • � � : •
� NOMINAL ITEM MAX. DIMB�SfONS WBGHT
A SIZE CODE WORIaNG EACH
� (INCI-� # P.S.1. A B PIECE
� 1 DB45033 500 1.12 1.12 0.46
� ' • ' � • 1 � : • 1 1/4 DB45044 500 1.29 1.29 0.73
NOMINAL ITBVI MAX. DIMB�SIONS W9GHT 11/2 D645055 500 1.43 1.43 0.92
2 DB4S066 500 1.68 1.68 1.50
SIZE CODE WORl4NG EACH
(INCF� # P.S.L A B PIECE �
s
1 X1/2 DB90031 500 1.26 1.36 0.44 �
1 X3/4 DB90032 500 1.37 1.45 0.52
11/4X1/2 DB90041 500 1.34 1.53 0.64
1 1/4X3/4 DB90042 500 1.45 1.62 0.72 i,,,__A _A_�
11/4X1 DB90043 500 1.58 1.67 0.75 � �
1 1/2X1 DB90053 500 1.65 1.80 0.92 � ' • ' ►
11/2X11/4 DB90054 500 1.82 1.88 1.08 NOMINAL IT6N MAX. DIMB�SIONS W6GHT
2X1/2 D�0061 500 1.49 1.88 1.08 SIZE CODE WORIaNG EACH
2X3/4 D890062 500 1.60 1.97 1.24
2X1 DB90063 500 1.73 2.02 1.40 ���� # P.S.I. A B PIECE
2X11/4 DB90064 500 1.90 2.10 1.52 1 �7'333 500 1.50 1.50 0.85
2X71/2 D690065 500 2.02 2.16 1.65 11/4 DT444 500 1.75 1.75 1.22
11/2 DT555 500 1.94 1.94 - 1.55
2 DT666 500 2.25 2.25 2.45
+ A
�----A----�
� ■ � � �
NOMINAL ITBVI MAX. DIM9�SION W9GHT
SIZE CODE WORFaNG EACH � � � � �
� (INCF� # P,S.I. p p��E NOMINAL IT9N MAX. DIMBdSION WBGFiT
1 DCL033 500 1.67 0.40 SIZE CODE WORFaNG EACH
11/4 DCL044 500 1.93 0.57 (INCF� # P.S.I. A PIECE
11/2 DCL055 500 2.15 0.75 1X1/2 DRC031 500 1.69 0.39
2 DCL066 500 2.53 1.15 1X3/4 DRC032 500 1.69 0.53
Page 21
D.I. THREADED FITTINGS i
�
�
STA.R�PIPEPRODUCTS
u�C U L FM �
��
LISTED LISTED APPROVED
For fire protection services request submittal GRS 1.3
� � ' • ' 1
C
1 NOMINAL ITEM MAX. DIMB�SIONS W6GHT
SIZE CODE WORIaNG EACH
(INCF� # P.S.I. A B C PI�E
�--A e---� 3 4 32 . 7 .37 1. 0.73
3 500 1.50 1.45 1.50 0.7
1 1 12 3 500 .SO .80 1.65 .1
� c�� �c�___L 111 1 32 5 O .45 . 7 .62 0.98
e e
� T 0 .3 1.3 1. 3 0.86
� �- 1 1 1 . 8 .58 0.9
OUTSIDE HEAD INSIDE HEAD 1 0 1.90 1.75
� ' • : 5 0 . 7 1. .1
NOMINAL ITEM DIMENSIONS 5 .67 1.3
SI� CODE srr�e wT' '
( (INCH) # A B C EACH � 1 1•
1x1/2 DBUSH31 0.75 0.25 1.42 OUT 0.22 �5 �; r
' 1x3/4 DBUSH32 0.75 0.25 1.42 OUT 0.17 1 5 ' 6
11/4x1 D
BUSH
43 0.80 0.2 1.
8 76 OUT .
0 28
1 1/2x1 DBUSH53 0.83 0.31 2.00 OUT 0.44 5 50 .6 .65 .8 1.
1 1/2x1 1/4 DBUSH54 0.83 0.31 2.00 OUT 0.30
2x1 DBUSH63 0.88 0.41 1.95 IN 0.66
2x1 1/4 DBUSH64 0.88 0.34 2.48 OUT 0.72 2 5 . 5 .1 .30
2x1 1/2 DBUSH65 0.88 0.34 2.48 OUT 0.61�
2 1. .6
2 0
1 5
�B+e� .9 .6
A
+ DT667 5 2. 2.39
A
�
� � � � � �
NOMINAL ITBN MAX. DIMBVSIONS WBGHT
SIZE CODE 1NORIaNG EACH , � � � �
(INCF� # P.S.I A B PIECE
1 DX033 500 1.50 1.50 0.98 �MINAL ITBVI MAX. DIM6�SION W9GF(T
11/4 DX044 500 1.75 1.75 1.50 SIZE CODE WORIaNG EACH
� 11/2 DX055 500 1.94 1.94 1.90 (IWCF� # P.S.I. A PIECE ,)
2 DX066 500 2.25 2.25 2.95 1 DCP003 500 1.16 0.32 `
11/4X1 DX043 500 1.58 1.67 1.27 11/4 DCP004 500 1.28 0.43
11/2X1 DX053 500 1.65 1.80 1.48 11/2 DCP005 500 1.33 0.60
2X7 DX063 500 1.73 2.02 2.10 2 DCP006 500 1.45 0.91
Page 22
�SHURJOIIITT� � '
,�,.�,;�,.��„ �
�Q� 4� � FM vds
MODEL 7705 FLEXIBLE COUPLING `°�°
The Model 7705 Flexible Coupling is ideal for moderate pressure
pipeline applications where expansion, contraction and deflection
caused by temperaUue changes,seismic activity or other vibrations are
factois. 'Ihe Model 7705 Flexible Coupling is reca�mended for
services up to 35 bar(500 psi)depe�ing on the size and schedule of
the pipe being used All Modei 7705 couplings are comprised of iwo
identical ductile iron housings segnents, EPDM rubber gasket and �1
plated track botts 8c nuts. Housings segnents are supplied with our
standard painted finishes,i.e.orange or RAI3000 red.Optional fmishes
such as hot dipped zinc gatvanized and custom epoxy coatings are
available.
�---��----___.. -, _
r
�- ._.....__
i �, ;
�
r
MODEL 7705 FLEXIBLE COUPLING
.. - � . - . . .
Max. Max. Pipe End DeHec/ion dmensions
Nom. Pipe Working . End Separation Deg.Per PiPe Bolt
� Size O.D. Pressurc Load � � A B C Size Weight
mm mm Bar Idd mm mm/m mm mm mm in Kg,
ii� !n F>I L�s u� in/R in in in Lbs
25 33.4 35 3.0 0-1.6 2�-45' 48.0 57 100 46 3l8 x 1-3/d 0.6
1 131,5 SW 680 D-0 06 0 57 2 24 3.94 181 13
az azs � a.s ats a�-�a �a.o ss �os as �a X 2�ra o.�
�zs �sso soo �oso o-0 os o as z so a os i a� �s
ao aa.s �s s.a o-�.s ��-ea� �.o rz �oa as �sxz-��a o.�
15 1.9� 5� 1420 0�0.06 0 40 2 83 A25 1.81 1.6
so so.a � s.s a�.s ��-3r r�.o aa �zs �s �aXz-�B o.a
2 2.375 SCO 22f 0 0�0.06 0 32 3 31 5 OB 189 �g
ss r�.o � �a.a a�.s ��-�s 22o ss �az as �sx�»s o.s
2 5 2 875 5� 3240 0-0 O6 0 26 3 90 5 59 1 B9 Z p
� �s.� � �s.� a�.s ��-�r zto ��z �a� as �x2-��a �.o
Z 5 3 000 5tb 3530 6-0 O6 0 25 4A2 519 1.89 Z 7
so ae.s �s z�.a a�.s ��-ar �a.o »s �ss as �rzx3 �.a
3 3 500 5� 9810 0-0 06 022 4.57 6 65 1.89 Z_g
so �o�.s � zs.o a�.s a-�� a2o �zs zoo s2 �rzxs �s
3 5 4 OCO 5C0 &?00 0-0 O6 0 38 5 07 7 90 2 05 3 3
100 108.0 35 31.5 6-3.2 1^-47 30.0 138 192 52 12 x 3 1.9
4 4 250 S� 7090 0-013 0 36 5 43 Z 56 2A5 q i
�oo »a.3 � �.a 0-3.2 ��-� za.o �a� �s� sz �rzxa �.s
4 4 50D 500 7950 6-013 0 34 5.71 Z 76 2 05 q�
125 133.0 31 43.3 6-3.2 1^-23' 24.0 tfi6 231 52 518x31/1 23
5 5 250 450 9740 0°013 0 29 6 50 9 09 2A5 5}
�� ��s.� s� a�.s aa.z ��-�g 23.0 »o z� s2 �aX��n z.s
5 5 5� 450 10690 6-0.13 0 28 6 69 917 2 OS 5 7
125 141.3 31 48.6 0-32 1^-18' 23.0 1T2 234 52 5l8 x 312 26
5 5 563 450 10930 6-013 027 6 77 9 21 2A5 5 7
150 159.0 31 61.4 0-3.2 1�-Q9' 20.0 19Q 253 54 5l8 x 312 3.0
6 6.250 450 13800 6-0.13 0 Z4 7 48 9 96 213 6 6
150 165.1 31 66.4 0-3.2 1^-OT 19.0 196 261 54 518 x 312 3.1
6 6 500 450 14930 6-013 0.23 7 T2 10 28 213 6 8
150 168.3 31 69.0 0-3.2 1^-05 19.0 200 266 62 5J8 x 31/2 3.2
6 6 615 450 15500 6•013 023 7 87 f 0 55 2 44 7 p
ZODJIS 21fi.3 31 114.0 U-3.2 0�-51' t5.0 2b4 348 62 3/4x4-3/4 5.8
8 8 516 450 25620 0-013 0 l8 lU 00 13.70 2 44 12.8
Z00 219.1 31 116.9 0-3.2 0�-50' 15.0 Z60 350 64 518 x 312 5.8
8 8.625 450 26280 0-0 13 D 18 10 24 93]8 2.52 �p g
� Ci-��-�
} �SHURJOINT�' ' '
� �.��.�
..- � . - . . .
Max- Max. Pipe End DeflecHon dmensions I
Nom. Pipe Worldng End Separation Deg.Per Pipe Bolt
Size O.D. Pressure Load Cou �i A B C Size Waght
mm mm Bar k1V mm mrtJm mm mm mm in t(gs
h� in PSl Lbs in � rnift ln in ;n Lbs
zso��s zs�.a 2a »a.s o-a.2 a-ar t2o � azo sa 3rax�a a.o
10 1C?528 350 30450 0-0 93 014 13 27 16.54 2 52 17.6
250 273.0 24 141.3 0-3.2 0�-40' 120 343 425 64 3/4 x 4-3J4 8.2
10 10 750 350 3i750 0-013 014 13 50 16 73 2 52 18 0
300 JIS 318.5 24 1922 0-3.2 0�-35' 10.0 389 478 64 7l8 x fr12 10.4
12 12.539 350 43200 0-013 Q 12 f 531 f 8 81 2.52 �.g
aoo �.s za �ss.a o-a2 a-�a� to.o 3so as� sa ��axs-�rz �o.e
12 12750 350 4d660 0�013 012 1535 1839 2.52 73.8
MODEL 7705H (vds approved)
•�- 1 . - . • .
Nom.l Pipe Max. Max. PiPe Deflection Dimensions
Size O.D. Working End End pegrce pe� pipe Bolt Weight
Pressure Load Separation Coupling q g C Size
mm mm Bar ldV mm mmlm mm mm mm in lCgs
in in PSi !_bs in in/ii i�� io qi L,`,s
zoo 2�s.� as ��s.s 0-32 a-� �s.o zss � sa �raX4-a�a �.s
R 8 G25 500 29200 6�0.13 0 i8 10 97 13 50 2 48 16 5
MODEL 7705 MATERIAL SPECIFICATIONS
• Housing:
� Ductile Iron toASTM A536,Gr.65-4�12,min,tensile strength � ��Pb�)������(�olor code:Orange stripe)
448A�Pa(65,000 psi). RecommerKied for petroteum producis,air with oil vapors,
� vegetable and minerai als within the specified lemperature
range. Also good for water servioes under+66°C
•Surface Finish: �+��,F�.
Standard painted finishes in orange or RAL3000 red. Temperature range:-29°C to+82°C(-20°F to+180°F).
O Hot dip zinc galvanized(Option). Do not use for HOT WATER above+88^C(+150^�or
❑ Epoxy Coatings in RAL3000 red or other colors(Option) HOT DRY AIR above+80�C(;140^�
•Rubber Gasket: ❑ Other options:Grade•o'-Fluorcelastomer.
To assure mauimum life for the service iniended,proper gasket Grade'L'-Silicone.
For additional delails contact Shu rrt
selection and specifiqtion in ordering is essential. Failure to �
select ihe praper gasket compound may result in personal injury,
praperhr damage,joint I�kage or jant tailure. •BOlts&NutS:
Heat tr�ted carbon manganese steel tradc bolts to ASTM
Grade"E"EPDM(Color code:Green str{�e)Recommended for A449-83a(or A183 Gr.2),minimum tensile shength 758 MPa
cdd and hot water sennce within the specified temperature range, (110,000 psi),Zinc electroplated,with heavy�uty hexagonal nuts
plus a variety of dilute adds,alkalis,�Ks,oil-free and many to ASTM A563.
chemical services not invohnng hydrocarbons,als and gases.
Do rrot use for HYDROCAi�ONS and PETROLEUM service.
Temperature range:-34°C to+110°C(�0°F to+230°�.For
water senrices of conslant high temperalure gr�ter than+85^C
(+150^F)confact Sfttnjoint for gaslcet reoommenda6on.
General Notes:
• Pressure ratings listed a�e CWP(cdd water pressure)or maximum waking pressure within the service temperature ra�ge of the gasket
used in 1he coupling.This rating may occasionally dffeer from maximum waldng p�essures I�ted ancila approved by UL,ULC,andlor FM
as�estitg conditions and test pQes�fffec For additional information cantact SI►wfolM.
• Maximum working pressures and end loads listed ue total of intemal and extemal pressures and loads based on Sch.40 steel pipe with
roll grooves�o ANSUAVYWA C60697 speafications.For infwmation on ott�er pipe schedules con�ad S�foint.
• For one tlme fleW test ordy the ma�dmum joint worldng pressure may be incr�sed 1-12 6mes the figures shown.
• VYamiog:PQirg systems must ahvays be depressur¢ed and drained before attempting�mb�y and or removal of arry oomponenis.
• Shwfotnt reserves the right to c�ange specifications,designs and w standard equipment without notice and witfaut incumng arry
abligations.
� C-01-2
� s���onvT�
ivwx-. �r�,n,�.crn�,
MODEL 7706 REDUDING COUPLING
The Model 7706 Reducing Coupling allows dired reduction on
a piping run and eliminates the need for a concentric reducer
and couplings.The speciaity designed rubber gasket prevents
the smaller pipe from telescoping into the larger pipe during
vertical instaliafwn. The Model 7706 Reducing Coupling is
recommended for services up to 24 bar(3b0 psi) depending
on the size and wall thidcness of the pipe being used_All 7706
couplings are comprised of two identical housing segments,
EPDM rubber gasket and plated tradc bolls and nuts. Housing
segments are supplied with our standard painted finisF►es, i.e.
orange or RAL3000 red. Optional finishes such as hot dipped
zinc galvanized and custom epoxy coatings are available.
� •':i�� �
��I, �
I��. ����Itl . ��i
MODEL 7706 REDUCING COUPLING
'� 6 PIDE 6BAPE �
� 1683� 165.1�
`�
'Nde:The size 150 x 150(168.3 x 166.1)is a
transtiion coupiing fram 6'IPS steel Pg�e,fit6rgs
a valves to 6'BS steel pipe.
C-07-1
� SI�I,TRJUINT$
Nominal Pipe Working End Pipe
Size O.D. Pressure Load Separati�
rtrn rtrn Bar kN mm
in in PSI Lbs_ in
150 x 100 168.3 x114.3 24 24.61 0�6.4
��oX�so• �sa.�c�s5.r
6 x 6 6 G25x6 500 350 12060 C�0 25
200 x 150 219.1 x 168.3 24 53.35 6-6.4
B x 6 8.625 x&625 350 2044�7 6-0.25
200 x 150 219.1 x 165.1 24 51.35 0�6.4
B x 6 8 625 x 6 500 350 20440 6-0 25
Deg.Per Pipe Pipe Bolt
Cou li A B C Size
mm/m mm mm mm in
?Nft in h, in
1^-06' 19.0 208 275 52 5l8 x 3U2
Q 23 819 10&? 2 05
�>-os� �s.o wo vo � �aX�.�n
023 7.87 10.G; 2.09
0�-50' 15.0 260 334 57 3l4 x 4-y4
018 1Q24 13 15 224
0�-50' 15.0 Z60 334 57 3l4 x 4-314
MODEL 7706 MATERIAL SPECIFICATIONS
•Housing:
Ductile Iron to ASTM A536,Cx.65-45-12,min.tensile strength �
4481vPa(65,000 psi).
•Surface Finish:
Standard painted finishes in orange or RAL3000 red.
❑ Hot dip zinc galvanized(Optionj.
❑ Epoxy Coatings in RAL3000 red or other colors(Option)
•Rubber Gasket:
To assure maximum life for the service intended,proper gasket
selection and specification in ordering is essential. Failure to
select the proper gasket compound may resuk in personal injury,
propert�r damage,jant t�kage or joint failure.
Grade"E"EPDM(Color code:Green str�e)Recommended for
oold and hot water service wiihin the specified temperah�re range,
plus a varieiy of dilute aads,alk-alis,salts,oil-free and marry
chemical services rat irrvolving hydrocarbons,als and gases.
Do not use for HYDROCARBONS and PEIROLEUM servlce.
Temperature range:-34°C to+110�C(-30�F to+230�F}.For
water services of cor�stant high temperature greater than+85�C
(+150^F}oontact Shu�jok►t kx gaslcet recommendatan.
�
Weight
9.9
4.5
99
7.6
018 1024 13.15 Z 24 167
(�Ption)Grade"i"PUMIe(Color code:Orange stripe)
Recanmended for petroleum products,air with oii vapors,
veget�le and mineral als within the specified�emperature
range.Also good fw water services under+66°C(+150°F).
Temperature range:-29^C to+82^C(-20^F to+180^�.
Do not use for HOT WA7ER above+88°C(+150•F�or
HOT DRY AIR above+��C(+140^�
Other aptions:Grade`0'-Fluoroelastomer.
C'�rade"L'-Silicone.
For addtional delails contact ShwfoiM
•BOItS 8c NUtS:
H�t tr�ted carbon manganese stcel track bdts toASTM
A449-83a(orA183 Gr.�,minimum iensile strength 758 MPa
(110,000 psi),Znc electroplated,with heavy�uty hexagaial nuis
to ASTM A563.
Genera�Notes:
• Pressure ratings listed are CWP(cdd water pressure)or maximum wori6ng pressure within the service temperature range of the g�ket
used in the coupfing.This rating rr�y occasionaly d�ffer irom maximum working pressutes lis�d arxi�a approved by UL,ULC,andlor FM
as Eastirg condtiais and test pipes d�fer.For addtional information contact ShwJofnt
• Maximum working pre5sures and end bads listed a�e total of intemal and extemal pressures and loads besed on Sch.40 steel pipe with
roll grooves b ANSI/AWWA C606-97 specifications.For iniwmation on otl�er pipe sdie�les contad Sbu►johit.
• For one tlme field test only the maximum joint worldng pressure may be i��sed 1-12 Gmes the figures shown.
• VMaming;Pipirg systems must aM�ays be depressur¢ed and drained befwe at6empting d�assembly and or removal of�y componenis.
• ShurjoMt reserves the right to change speaficaiions,designs and or standard equipment without no6ce and without incurrirg arry
oblgations.
C-07-2
�SHi1RJUINT�
„�.�;�t.�,
MODEL 901 SH�RT RADfUS 90° ELBOW
7111 45° ELBOW
903 SHORT RADIUS TEE
snur�►otnr sl,ort radius fittings, wnile
primarily designed for fire proted'an
applications,can also be used for general
service requirements.The Model K-9 and
ZOS rigid couplings can be used with
short radius fittings without the worry of
boR pad interterence.
C—E�
m
i
v
_�
FiR.901 5/R 90 Elbaw
w'
�
w
�'
Fi6.71 I 1 4S`Nbaw
� �� � � VdS
��
�:
�
c-a—�
m
�
�
Pig.907 5/N Tee
MATERIAL SPECIFICATIONS
•Fitting body:
Ductile Iron toASTMA536,Cx.65-4�12,Min.tensile strength
448MPa(65,000 psi).
•Surface Finish:
Orange cobr painted a red RAL3000 oobr painted.
❑ Hot�p galwanized(Option).
O Epoxy coa�d in red RAL3000 or other cobrs.
(�P�)
General No�s:
• Pressure raGngs lisled are CWP(oold water pressure)or maximum working pressure within the service temperaiure range of the gaske!
used in the coupling.This rating rr�y occasionaly�ffer from maximum waking pressures lis�d andlor approved by lA,ULC,andla FM
��esting condtions and test pipes d�ffer.For addtional infurmation contact Shwjoht.
• Maximum working pressures and end bads listed are total of intemal and extemal pressures and loads b�ed on Sch.40 stcel ppe with
roll grooves to ANSUAWWA(�Ofr97 specifications.For information on oth�pipe schedules contdct ShwJolM.
• For one tlme fiek!test only the ma�dmum joint worldng pressure may be increased 1-12 times the figures shown.
• Waming:Piping systems must aM�ays be depressurized and drained befwe attempting disassembly and or remrnral of arry components.
• Shu�joMt reserves the righi io change specifications,designs and or standard equipment without notice and wiBrout incurting arry
obligations.
[ty�Y31
�SHIIRJOINT�
,�,.sr„R;o�,.�,
MODEL 901 SHORT RADIUS 90° ELBOW
7111 45° ELBOW
903 SHORT RADIUS TEE
Shurjo/nt short radius fittings, while
primarily designed for fire protection
applications,can also be used for general
service requirements.The Model K 9 and
Z05 rigid couplings can be used with
short radius fittings without the worry of
bott pad interterence.
>�'`'.:
�
►..`_
C-E--�
�
i
v
_1
Fip.901 S/R 90 Fibow
W�
G
�
v
t
FiR.71 11 OS'Hbow
� �� ar � VdS
LIST�
�
�
c-a-�
m
i
�
Fig.903 S/R Tee
• � ' �� ��
Naninal Pipe Pfpe 901 71t1 90S
SFte OD SR 90�Elbow 45�Eibaw SR Straight Tee
mn rtm GE Kgs GE Kgs GE Kgs
in in �n L6s mNrt Lbs �n 1bs
50 60.3 70 0.7 51 0.7 70 1.0
•,�s __�e is zno �.s =�s
65 73.0 76 0.9 57 0.9 76 1.3
7 5 2 875 3i)0 2 0 2 25 Z l� 3 00 '4
65 76.1 76 0.9 57 1.0 76 1.3
=.5 3.OU0 3.Op 'LC1 2�5 30�) ?p
80 88.9 86 1.4 64 1.3 86 2.0
3500 3� �50 Z� 338 d4
100 tt4.3 102 1.7 76 2.0 102 3.6
�soo a on �� 3 on �� �_on �9
125 1�.7 124 3.5 83 3.5 124 4.6
5 b.5D0 G.BE 3.25 7J 4_B8 ?0_1
725 141.3 124 3.5 83 3.5 124 4.6
� 55G3 dAA ;7 325 i7 4.88 lU1
150 16'S.1 140 5.5 89 4.4 140 8.6
s s5oo 5eo �z_1 s5o s� �sU 18s
150 168.3 140 5.5 � 4.4 140 8.6
6 0_025 5.5P 1Z1 3.50 B? 5_5D 1A.�9
Z00 219.1 176 11.0 70B 9.0 176 16.5
fi G25 ri.9; 4 25 ',g` ti�4 30 3
MATERIAL SPECIFICATIONS
•Fitting body:
Duclile Iron toASTMA536,Gr.65-4�12,Min.tensile strenyth
448MPa(�,000 psi}.
•Surface Finish:
Orange color painted or red RAL3000 color painted.
❑ Hot�galvanized(Option).
O Epoxy coated in red RAL3000 or other cobrs.
(Opiion)
General Notes:
• Pressure ratings listed are CWP(cdd water pressure)or ma�dmum working pressure within the service temperature range of the gasket
used in the coupling.This rating may occasarnaUy d�ffer from maximum working pressures I'sied anda approved by UL,ULC,andlor FM
as ies6ng condtions and test pipes difier.For addtio�l information contact S1►wJoht.
• Ma�cimum waking pressures and end bads lisied are total of internal and extemal pressures and loads besed on Sch.40 steel pipe with
rdl grooves b ANSI/AWWA C606-97 specifications.For information on other pipe schedules confad Shrafolrk.
• For one Ume fleld test ordy the ma�dmum joint worldng pressure may be incr�sed t-12 times the figures shown.
• Warning:Piping systems must aMrays be depressurized and drained before attempting d�sassembly and or removal of arry components.
• Shu►joint reserves the right to change specifications,designs and or standard equipment without notice and without incumng arry
obligations.
G-02-1
�SHURJUINT`�
�.��,�.�
MODEL 7110 90° ELBOW, REGULAR RADIUS
7111 45° ELBOW, REGULAR RADIUS
7112 22-112° ELBOW
7113 11-1/4° ELBOW
�`...
('-GE�
l
G
�.
Fig.?110
90'Eliyow
.,�.
�r,s
�E
�i�7111
dS'Elbow
E-E
F"ig.?112
''7_L"_''E1bOW
(��)
GE C
FSg.?112
''2-lr"''E1bow
(5�d)
e Ul us ��;i � VdS
�urro �� �' ur�nvm
� . .
C-E
iig.7113
il-1;�'Elbow
C-E
Fi�.7113
11-U4'Eiboa�{9fFeldy
E-02-1
0
�
�SHURJOINT�'
Size O.D. GE Weight C-E
mm mm mm I(gs mm
in in in t.6s in
200JIS 216.3 197 12.5 108
8 8.5i6 775 �7.5 4.25
250 273.0 229 24.0 121
10 10 750 9 00 52 8 475
25bJIS 267.4 229 24.0 121
Tn �o sza s oo �z s a�s
300 323.9 254 35.0 133
1� 12J50 10 Ot7 77 D 515
300JIS 318.5 254 35.0 133
12 12539 1000 i70 525
350 356.6 280 35.0 152
14 14 000 1109 77A 6 00
400 406.4 305 43.0 184
16 16000 12.� A4.6 Z25
450 457.2 394 107.0 208
18 18000 1550 2_'22 800
500 508.0 438 127.0 229
20 20 000 17.25 2 79 4 9 00
550 558.8 508 129.0 280
ZZ 22.000 2000SW 2438 11.OQSW
600 608.6 508 210.0 280
24 24 000 20 00 482 0 11.00
SW:Segnart-welded steel.G Goosenedc design,end�b-end dmenson.
Model 711 2 2 2 1/1^6bo�s ae availade eithe�in starid�d a goosenedc design.
MATERIAL SPECIFICATIONS
Fitting body:
Ducti�I►on to ASTM A536,Gr.65-45-12,Min.tensile strength
448MPa(65,000 psi).
0 Carbon steei Sch.40 pipe to ASTM A53 or 9.5mm
(0.375")wall pipe ofASTMA234 Gr.WPB.
•Surface Finish:
Orange color painted or red RAL3000 color painted.
O Hot dip galvanized(Option).
❑ Epoxy coated in red RAL3000 or other colors
�aP�)
WeigM C-E(S)1 E-E(G) WeigM
Kgs mm Kgs
L6s in 1bs
9.0 197 G 10.0
19.8 7 75 22 0
17.0 111 13.6
37 4 4.38 29 9
17.0 111 13.6
374 A.38 299
225 124 18.3
49 5 4 88SW 40.3
7L5 124 18.3
49 5 4 88SW 40 3
7L0 1D 21.0
48 4 5 OOSW 462
44.0
96 8
4&6
102 7
47.6
104]
80.0
176 0
80.0
5 50SW
152
6IXlSW
178
7 OQSW
178
66 0
36.3
79 9
51.0
112 2
.71,g
C-E
nrn
in
54
2.13
54
T.13
57
2.25
57
2.25
8.9
350.SW
102
400.5W
114
4.50SW
127
500.SW
152
6.00SW
�
�
Lbs
&6
14.5
6.6
14.5
8.5
187
8.5
187
14.6
321
19.0
41.8
24.0
52 8
30.0
66 0
46.0
1092
46.0
401.2
General Notes:
• Pressure ratings lis4ed are CWP(cdd water pressure)or maximum waking pressure within the service temperature range of the gasket
used in the coupling.This rating may occasionally differ from maximum working pressures lisled andlor appro�d by lA,ULC,and7w FM
as tes6ng conditions and test pipes d�fFer.For ad6tional infortnation contact Sht�►jOtnt.
• Maximum waking pressures and end bads listed are total of intemal and extemal pressures and laads besed on Sch.40 steel pipe wiih
rdl grooues io ANSUAWWA C606-97 specifications.For information on olher pipe s�hedules contad Shu►JobK.
• For one tlme fletd test only tt�e maximum joint worlbng pressure may be increased 1-12 times the figures sho�m.
� YMaming:Piping systems must aNrays be depressurized and drained bekxe at�empting�bly and or removal of arry components.
� S!►urfolnt reserves the right to change specifications,designs arrc!or star�da�d equipment wittaut notice and without incurring arry
obligadons.
E-02-2
�SHURJUINT�
� ,�,.�,�f.�►,
MODEL 7041-A FLANGE-ANSI 125/150
The Model 7041-A Flange allows for a direct connecUon
with ANSI class 125/150 flanges. The specially designed
gasket errables the transition from a grooved system to a
flanged system or oomponent with this single flange. The
Modei 7041-A sizes 50mm - 300 mm (2" - 12°) are
comprised of two identical ductile iron segments, sizes
350mm - 600 mm (14" - 24') they are comprised of four
identical segments. Flanges comprised of the four
segments are assembled with tl�e supplied draw bolts. All
include an EPDM rubber gasket and plated tradc bolts and
nuts. Housing segments are supplied with our standard
�irrted finishes, i.e. orange or RAL3000 red. Optional
finishes such as hot dipped zinc galvanized and custom
epoxy coatings are avaitable.
.
• •
• � � I
•a � � ��'.
. —
8"-1 Z"
7#`-2�i"
�;?A
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MODEL 7041-A FLANGE-ANSI CLASS 125/150
c �L as �FM>
usrEO APP�bY�
o-o�-t
�SHURJOINT�
,�,�.�,�;o�.�„
MODEL 7041-A NOTES
•Sealing Surface(D&E):
The sealing surface of the mating flange,the area shown in the
illustration between D&E shaN be free(rom gouges,undulations
or defami6es of arry type to assure optimum sealing.
•Gasket Insertion:
Make sure that the bottom of the gasket(the making side)is
positioned and seated against the bottom of ffie flange recess.
•Sandwich plates:
The Nbdel 7041 flange requires a hard flat face for ef(ective
g�ket s�ling. A sandwich plate is required and should
always be used when the mating surface is not adequaEe,as
with the sertated faces of some valves or the rubber faced or
rubber lir�ed flange of a wafer valve.
•I nside teeth:
The bbde17041 Flange have small triangul�leeth inside the
key shoulder b prevent totating on the p�e. These teeth
should be ground off prior to mating to rubber Imed grooMed end
valve,plastic valve or Rght wall pQe(Sch.5)because of possble
damage to the sur�ce coatirg or the integrily of the pipe
strength.
•Caution;
The Nbdel 7041 flanges shall not be used as anchor poinls fw
tie-rods across non-restrained jants. Do not use Model 7041
flanges within 90 degrees of one arather on a sfandard fitlirg
when the ou�'�de dimer�sbns cause interference.
MODEL 7041-A MATERIAL SPECIFICATIONS
• Housing:
Ductile Iron to ASTM A536,Gr.65-45-12,min.tensile strength
4481vIPa(66,000 psi).
•Surface Finish:
Standard painted finishes in orange or RAL3000 red.
❑ Hot dip zinc galvanized(Option).
0 Epo�ry coatings in RAL3000 red or other colors(Option)
•Rubber Gasket;
To assure maximum like for the service intended,proper gasket
selection and specification in ordering is essential. Failure to
select the proper gaskei compcwnd may result in personal injury,
property damage,joint leakage or joint failure.
Grade"E"EPDM{Cdor code:Green stripe)Recommended for
cold and hoi water within the specified temperature range,plus a
variety of dilute acids,alkalis,salts,oil-free air and marry
chemical services not imidvitg hydrocarbons,oils or gases.
Do not use for HYDROCARBONS and PETROLEUM service.
Tempe►ature range:-34°C to+110°C(-30°F to+230°F).For
water services of conshant high temperalure greater than+85�C
(+150�F)contact Shwjoint for recommendation.
{Option)Grade T Nihik(Cobr code:Orarge stripe)
Recommerxfed for petroleum products,air wiih oil vapors,
vegetable and mineral als within the speci6ed 6emperature
range.Also good for water services under+66°C(+150°F}.
remperature range:-29�C to+82^C(-20aF to+180"�.
Do not use for HOT WATER above+66°C(+150°�or
HOT DRY AIR above+80^C(+740°Fl
Other optior�s:Grade'0°Fluwoehastomer.
C'�rade"L"Silicone.
For additional defails contact Shn►jofnt
•Standard Hex Bolts&Nuts:
Plated hex bolts conforming to ASTM A307 wi�heu nuts.(2 nuts
and bol4s are supplied).Bolts and nuts tor the flange oonneciiai to
be supplied by i�taller.
•Draw Bolts:
tieat-treated carbon steel track bolts to ASTM A183.350-600mm
(14—24)ony.
General Noles:
• Pressure ratings listed are CWP(cold water pressure)or maximum working pressure within the seroice temperature range of the gasket
used in the ooupling.This rating may occasionaly dffer from maximum worlang pressures listed ancYor approved by UL,ULC,ard/or FM
as tesling conc�tions and test pipes c6ffec For addtional information contaci ShurJolnt.
• M�cimum worl6rg pressures ar�d end bads listed are tot�of intemal and ex�emal pressures and loads b�sed on Sch.40 steel pipe witti
roll grooves�ANSI/AWWA C606-97 specifications.For information on other pipe schedules contad ShwjoMt.
• For one time fleld test only 1he ma�6mum joint worl6ng pressure may be incr�sed 1-12 times the figures shown.
• Warning:piping systems must aMrays be depressurized and drained before attempting dsassembly and or remaral of any components.
• Shwjolnt reserves the right to change speafications,designs and or standard equiprnent wiHaut notice and wilhout incurring any
obligations.
D-01-2
ES-A-C400/C400 WC400Z
� � . �
Colt Ser�.es C400, C400N, C400Z A M E S
FlRE&WAT6RWORKS
Reduced Pressure Zone Assemblies
Sizes:2'/z" —10" (65—250mm)
Features
• Extremely Compact Design
• 70% Lighter than Traditional
Designs
• 304(Schedule 40)Stainless Steel
Housing&Sleeve
• Groove Fittings Allow Irrtegral
Pipeline Adjustmerrt
• Patented Link Check Provides
Lowest Pressure Loss
• Unmatched Ease of Serviceability
• Available with Grooved Butterfly
Valve Shutoffs
• May be Used for Horizontal,
Vertical or N Pattern Installations
• Replaceable Check Disc Rubber
The Colt C400, C400N, C400Z Reduced Pressure Zone Assemblies
provide protection to the potable water system from contamination in
accordance with national plumbing codes.The Cott C400, C400N,
C400Z are normally used in health hazard applications for protection
against backsiphonage, backpressure and the fouling of either check valve.
Specifications
The Colt C400, C400N, C400Z Reduced Pressure Zone Assemblies shall
consist of two independent Link Check modules,a differential pressure
relief valve located between and below the two modules,two drip tight
shutoff valves, and required test cocks. Link Check modules and relief
valve shall be contained within a sleeve accessible single housing
constructed from 304 (Schedule 40)stainless steel pipe with groove end
connections. Link Checks shall have reversible elastomer discs and in
operation produce drip tight closure against the reverse flow of liquid
caused by backpressure or backsiphonage.Assembly shall be Colt
C400, C400N,C400Z as manufactured by the Ames Company.
. r, _.._. ,,,:.�...,�:
Job Name ���
Jab Location q��l
Engineer Contractor's P.O.No.
Approval Representative
Ames prodracf sPecificaL�nns in U.S.cusWmary tmifs and mebic are app�rimate and are provlded/or ie%►ence oNy.For piecise measuremenL�plea&e c�ontactAmes Tedmic�
Se�vkae.Ames reserves the rjght to d�►9e a mod/1YDma'uct deskjn,ca►shucLbn,spaciidcadnns,ormaterlals wmwut�Or nobae and w!N►artlncuning�ry obllgaunn to m�ce
such d�an�es and modifkatlons ai Ames,oroducls previousryorsubseque�ysdd.
www.amesfirewater.com
Configurations
• Horizor�tal
� �-�! • "Z"pattPrn horizontal F-
• "N"pattern horizorrtal
Materials
• Housing&Sieeve:304(Schedule 40)Stainless Stee
• Elastomers:EPDM,Silicone and Buna'N'
• Link Checks: Noryl�,Stainless Steel
• Check Discs: Reversible Silicone or EPDM
• Test Cocks: Bronze Body Nickel Plated
• Pins&Fasteners:300 Series Stainless Steel
• Springs:Stainless Steel
Dimensions — Weights
!
Pressure — Temperature
Temperature Range: 33°F- 110°F(5°C-43°C)
Maximum Working Pressure: 175psi (12.06 bar)
Nate:When instaling a drain line on Series C400 backflow
preventer use 400/500 air gap.See ES-A-AG/EUTC fw additional
information.
' Available Models
Suffix:
NRS- non-rising stem resilient seated gate valves
OSY- UVFM outside stem and yoke resilierrt seated
gate valves
BFG - UVFM grooved gear operated butterfly valves
with tamper switch
'OSY FxG-Flanged iniet gate connection and grooved
outlet gate connection
*OSY GxF-Grooved inle#gate connection and flanged
outlet gate connection
'OSY GxG-Grooved inlet gate connection and grooved
outlet gate connection
Available with grooved NRS gate valves-consult factory*
Post indicator plate and operating nut available-consult factory'
'Consult factory for dimensions
;
� ��—
I
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� M m
i ' �o
i � � o0
� � o ; _
� `
P
A C(OS`� C(NflS7 D G H I J M P G06 G40QN
AqiS OSY NRS OSY
in. mm in. mm in. mm in. mm in. mm in. mm !n. mm k�. mm !n. mm in. mm m. mm !bs kgs pu. l�. �s. lcgs �ys Irps,
2'fe 65 31 787 16'% 416 9;� 238 6'k 165 29'rSe738 22 559 15'k 393 S'�Se 223 21Brfe 548 93�ie 234 118 54 128 58 126 57 136 62
3 80 31'��fe 80.5 18'% 479 10'/e Z60 6"tie 170 30'/�768 22'/ 578 17'� �35 93r1s 233 23'� 587 10'k 267 134 61 148 67 147 67 167 73
-� 4 700 33"/�e 856 22'/� 5/8 723/�e 310 7 178 33 838 24 61d 18'/z 470 9'�/is 252 Z6'fr 673 11'/fs 284 164 74 764 74 187 85 1S7 85
6 150 43'k 1105 3D'% 765 16 406 8'k 216 44'/Q137 33'/� 857 233/is 589 13'/fs 332 � 832 15 381 276 125 298 135 317 144 339 154
8 200 50 1270 373/� 959 19'Sife 506 9"/�s 246 54'�1375 4�/e 1032 2TAs 697 15"/�s 399 3TiG 943 17�fs 437 441 200 483 219 516 234 55S 253
1D 250 57�/s 1460 453/4 1162 23�3�fs 605 113�Sc 285 66 1676 50 1270 32�fi 826 1%fs 440 46�ib 1178 20 508 723 328 783 355 893 405 950 431
".r��1...�
�� H
C400BFG �` G
G H I
in. mm in. mm in. mm fi. mm
� 2�/z 65 321/z 826 23'k 597 75�fi 394
3 80 34 864 24�/� 622 165tie 474
-� 4 100 355/s 905 26 660 17'/s 437
6 150 46'/z 1181 3572/,s 908 2D'h 521
Noryl�is a registered trademark of General Electric Company.
J
!n. mm
8'f� 241
10'fi6 T56
1U15/�s 279
13'/z 343
�:
'�.�`
�����-
M P
fi. mm k�, mm
21'�is 555 11"tie 3D0
23�/s 587 12'i6 308
24'S/�e 634 125i6 321
28'/� 718 15 382
C40DN,C4002
Rr kps.
70 32
87 39
160 73
�
�J
Approvals
��p5i1Fj�,o
� c �L us
1013
SP• FM
C US Approved
864.5
For additional approval infortnation please contact the factory or visit our website at www.amesfirewater.com
Capacity
UUFM Certified Flow Characteristics
N&Z Flaw characteristics collected using butterfly shutoff vaNes.
See literatue S-Colt-400,500 for gate valve flow characteristics
"= Rated Flow **=UL Tested
Horizontal ___._.___N-Pattem�---Z-Pattem�
2'f" (65mm)
kPa psi *
124 18 '�"�`
110 16 Z
96 14 • N
.
83 12
69 10 H
55 8 ——
41 6
0 50 100 150 200 250 300 350 9pm
0 190 380 570 760 950 1140 1330 Ipm
15 fps
4.6 mps
� �� 3n (80lilm)y
110 16
96 14
83 12
69 10
� a
ai s
0
0
kPa psi
179 26
152 22
124 18
96 14
69 10
41 6
0
0
N
Z
H
100 200 30Q 400 500 9Pm
380 760 1140 1520 1900 Ipm
15 fps
mps
Z�
N
H
4" (100mm)
* �
t0U 200 300 400 500 600 700 800 gpm
380 760 1140 1520 1900 2280 266U 3040 Ipm
15 ips
4.6 mps
6" (150mm)
kPa psi * �
124 18
Z
110 16 N
96 14 H
83 12
69 10
55 8
41 6
0 300 600 900 1200 1500 gpm
0 1140 2280 3420 4560 5700 Ipm
15 fps
4.6 mps
8" f2t)O+n►nJ
kPa psi * *,t
124 18 Z
110 16 N
H
96 14
83 12
ss �a '�
� s �
ai s
0 500 1000 1500 2000 2500 gpm
0 1900 3800 5700 7600 9500 Ipm
15 tps
4.6 mps
kPa psi
110 i6
96 14
83 12
69 1Q
55 S
41 6
28 4
0
0
f0" (250mm)
*
�
500 1000 1500 2000 2500 300d 3500 gpm
1900 3800 5700 7600 9500 11400 13300 Ipm
�
mps
IMPORTANT/NQUIREWIiH GOVFANlN6AUTHORIr1ES
FOR LOGAL lNSTALIATtIMI REQUiREMFMS
0
�
�
c�A-VAL�
LJ
�L
�
MODELS �O�'��
90A-21
Fire Protection Pressure Reducing Valve
sa2i u�usted ���
Speaal System Water Cor�trol Valves-Class II
UL Product Category VLMT-File No. Ex 2534
Function
Cla-Vai 90G-21 (globe) and 90A-21 (angle) Pressure
Reducing Valves automatically reduce a higher iniet pres-
sure to a steady lower outlet pressure regardless of
changing flow rate and/or varying inlet pressure. The
valves pilot control system is very sensitive to slight down-
stream pressure fluctuations, and will automatically open
or dose to mairrtain the de,sired pressure setting. The
downstream pressure can be set over a wide range by
tuming the adjustmeM screw on the CRO pilot corrtrol.The
adjustment screw is protected by a screw-on cover,which
can be sealed to disoourage tampering.
UL/ ULC Listings
YAN
° �F I°��S I°��'F�I�T,,�
• U.L. Listed, ULC Listed, MEA Approved
• Globe or Angle Patt�n
• Proven Rel(able Design
•Available in Cast Bronze, Ductile Iron and
Cest Steel
•Accurate Pressure Control
• In Une Service
• Grooved Ends(1 1/2"-6"j
Cla-Val 90G-21 (globe) and 90A-21 (angie) Pressure
Reducing Valves are indisperuable in any fire protedion
system. Our diaphragm actuated design is proven highly
reliable and easy to maintain. We offer bath a globe or
angle pattern with a full range of adjustrnents.These valves
are also available in a variety of material options. Epoxy
coating is strongly rec�mme,nded for all fire system vaNes
(excluding bronze vaNes). The 90G21 and 90A-21 can be
supplied with optional intemal and extemal epoxy c�ating of
the main vaive wQtted surtaces.
� � 2 \
Schematic Diagram 1�i �
Rem Description W�
1 Modei t0Q01 Hytrol ��j
(Gbbe or Mgle)
2 X58C Restrtdion Tube Ftttin
3 CRD Pressure Reducing ConUd
4 X46A Fbw Ctean 3trainer
�r
Typical Application
�
arr�r
Underwriters Laboratories requires the instaNation of pressure
gauges upstream and downstream of the Pressure Reduang
Valve.
Also,a relief valve of not less than 1/2 inch in size must be installed
on the downstream side of the pressure cor�tro(valve. Adequate
drainage for the relief valve discharge must be provided.
Gbbe PaHernlAngle Pattem
Bronze Bronze Cast Steel Uucdle Iron Duc�ile Iron
150�F 250t F 3oof F Grooved End Grooved End
-� 4' UL/ULC ULlULC ULC ULC UL UL UL
� 6' UL/ULC UL/lAC UL UL ��
8' UL/ULC ULC
10' ULC ULC a
LLcu�r�c
Size: 175 Ib.Class 1 12"-8"(Gbbe) Materials
2��-6"�Angle� A/a�ve/v�Gody dr eover.•
300 Ib.Class 1 1/2"-6°(Gbbe)
2��_g�(p��g� Ducli/e/ron-ASTMA5�36
End Details:
150 ANS�616.42(Dudile Iron)
(Bronze)
300ilt(Ductile Iron)
300it(Cast Steel).
300#(Ductile Grooved End).
Pressure Differernial 10 PSI Min.
Pressure Adjustment Range:
175 Ib.Class 30-765 psi
300 Ib. Class 30-165 psi
A/sfi v�/NS l�rme/bbn:
Bronze ASTM B61
PIAvt conba/system-
PI/at Coinbn/VBlVe:
Bronze ASTAA B62 with
Stainless Steel 303 intemal Vim
Copper tubing with brass fittings
Mafn vehre sndp��valvr�
diaphmqm and�sc.•
Buna-N°synthetic rubber
Temperature Range: Water to 180°F Max.
SPECIAL NOTE:TF�MODEL 9621 CAN BE SYIPPLIED MATH INTERNAL EPDXY CbA71NG OF THE MAIN VALVE TWS OPT10N IS U.L RLE NO.
EX1B55,C.C.NO.FNFX EPDXY COATIN(313 STAONf3LY RECOMNEf�ED FOfi ALL C/ST VALVES.
� GLA-VAL
- PO Box 1325 Newport Beach CA 8285&0325•Phor�94&722-4800
Fax:949-54&5441•Web Sfle:cla-Val.cam•E-mail:daval�cla-val.com
CLA-VAL CANADA CLA-VAL EUROPE CLA-VAL UK
�887 CMieie Drive Chertdn dee M mrgee 1 Dehlon Houee,Gaade Sitlim Rod
BeartwviHe.Or�Ao CH-t002ROmeneV GB-TUbrklgeWeNa
� �� ��� Canada LAR 184 lauaarrie.S�viheAaM KaR TN7 2 DH Er�end
Phone: 905j.�89-4963 Phone: 41-21-84&15b5 Phane: 44-1882-514-400
� Fex: 905563-4040 Fax: 41-21�43-1650 Falt: 441882343-429
EMaY:salesOda-val.ca E-Meil:da-vYQde-wl.ch E-Meil:info@da-vel.co.Wc
E-90G-21 (R-12104) c�mort awvwsms v�vre�us�sw�w�ee+'a.�e�a�r.
de
L%2 v/v
3" 576
4" 992
6u ��J�
g" 3900
10" 6150
When Ordering
Please Sp�ify
1.Model Number 90-21
2.Size
3.Globe or Angle Pattem
4.Main i/alve Body and
Cover Materiai
5.Threaded, Flanged or Grooved
6. Pressure Class
7.Optional Epoxy Coating
(spec"rfy with su(fix"KC)
Represented By:
�
� MODEL - 100�0�
(Full IMernal Port)
CLA-VAL� Hytrol Valve
Principle of Operation
Full Open Operation
When pressure in the cover chamber
is relieved to a zone of lower pres-
sure, the line pressure at the valve
inlet opens the valve, allowing full
flow.
• Drip-Tight, Positive Seating
• Sarvice Wkhout Removal From Lfne
• Threaded, Flanged cr Grooved Ends
• Globe or Angle Pattem
• 100%Factory Tested
The Cla-Val Model 100-01 Hytrol Valve is a hydraulically
operated, diaphragm actuated, globe or angle pattern
valve. It consists of three major components: body,
diaphragm assembfy, and cover.The diaphragm assembly
is the only moving part.
The diaphragm assembly is guided top and bottom by a
precision machined stem. It utilizes a non-wicking
diaphragm of nylon fabric bonded with synthetic rubber. A
resilient synthetic rubber disc retained on three and one half
sides by a c�sc retainer forms a drip-tight seal with the renewable
seat when pressure is applied above the daphragn:
The Model 100-01 is the basic valve used in nearly all
Cla-Val Automatic Control Valves. It is the valve of dwice
for system applications requiring remote control, pressure
regulation, �lenoid operation, rate of flow oontrol, liquid
level control w chedc valve operation.The rugged simplia-
ty of design and paddess construdion assure a long I'rfe of
dependable,trouble-free operation. It is available in variou.s
materials and in a full range of sizes, with either thrc�ded,
flanged or grooved ends. Its applicatiwis are unlimited.
Tight Closing Operation
When pressure from the valve inlet
is applied to the cover chamber,the
valve doses drip-�gM.
��
��a
Modu�tln�Actbn
The valve holds any intermediate
position when operating pressures
are equal above and be�ow the
diaphragm.A Cla-Val"Modulating'
Pilot Control will allow the valve to
automatically compensate for line
pressure changes.
�
C�Y�
Specifications Model 100-01
PIPE PU1G
� Availabie Sizes Operating Temp. Range ��► l� -���
Paltem Threaded Flanged Grooved End Fluids ``� ��
� Globe �k'- 3' 1 Y1-36` 1 Yz'-2'-3'-4'-6' -40°to 180°F /T a� �J �': PIPE PLUG
Angle 1Yz'-3' 2'-16` 2'-3'-4' �'��L �� .�oo �
�°� C01�R BEARING
SPRING ���
�_�
�J
Pressure Ratings (Recommended Maximum Pressure-psi)
Pressure Class
Valve Body&Cover
Flanged Threaded
Grade Material Standards'��Ib.3001b. Details
ASTM A536 Ductile Iron B16.42 250 400 400
ASTM A21CrWC6 Cast Steet B16.5 285 400 400
ASTM B62 Bronze B16.24 225 400 400
Note: •ANSI standards are for flange dimensions only.
Flanged valves are available faced but not drilled.
"End Details machined to ANSI 62.1 speaficffiions.
Materials
V'rtor�'Rubber Parts-suffac K9
Optional diaphragm, disc and o-ring fabri-
cated with�/don°syrrihetic rubber.Vitor�is
well suited for use with mineral acids, saft
solutions, chlorinated hydrocarbons, and
petrdeum oils;and is primarily used in high
temperature applications up to 250° F. Do
not use with epoxy coatings above 175°F.
Epo�cy Coating-suffix KC
An FDA approved fusion bonded epoxy
coating for use with cast iron, ductile iron
or s[eel valves.This coating is resistaM to
varia�s water conditions, oertain acids,
chemicals, solvents and alkalies. Epoxy
coatings are applied in accordance with
AWWA coating specifications C550-90.
Do not use with�emperatures above 175° F.
KO Ar�Cavitation
Trim Option
��.�ro,
KO-�� � �
DISC GINDE -
KO
SEAT`
KO Arrti-Cavitation Trim
can be added to any
sffindard Hytrol VaNe
Dura-Kleer�Stem-suff6c KD
This stem is designed for applications
where water supplies containing dissolved
minerals create deposits that build-up on a
standard stem and hamper valve opera-
tion. A paterrted, self-cleaning design on
the stem allows all valve sizes to operate
freely in the harshest conditions.
Delrin'Sleeved Stem-suffbc KG
The De�rin° sleeved stem is designed for
applications where water supplies contain
dissolved minerals which can form
deposits that build up on the valve stem
and hamper valve operation. Scale build-
up will not adhere to the Delrin° sleeve
stem. Delrir� sleeved stems are not reo-
ommended for valves in continuous opera-
tion wher�e differerttial pressures are in
ez�d 80 psi(2"and larger Hytrol valves).
�DIAPFHAGM
STEM NUT
DIAPHRAGM WASHER
REfAIWER
� 'SPACER WASHERS
'oisc o�/
DISC GUID\•�
�---`� -
STEM
��
Seffi Saew
SEAT Y f�'��
�.
�i�
seaT aRir,c
��' STUD
��� ���
BODY
��
(�a�)�
P�E PLUG
��
'Repair Parts
Heavy Spring-sulfi�c KH
The h�vy spring option is used in applica-
tions where there is low differential pres-
sure across the valve, and the addfional
spring force is needed to help the valve
close.This option is best suited for valves
used in on-off(non-modulating)service.
Anti-t�vitation Trim-suffoc KO
Mti-Cavitation Trim components consist of
a stainless steel radial slotted disc guide
and seat. This system is used wtien high
differer�tials are pre,sertt acr�s the valve.
Water Treetment Clearance-suff'oc KW
This additional clearance is beneficial in
application.s where water treatrnerrt com-
pounds can irttert�e with the closing of the
valve. The smaller outside diameter disc
guide provides more clearance betwe�
the disc guide and the vaNe seat. This
uption is best suited for valves used in on-
off(non-modulatirg)service.
For assistance in selecting appropr�te valve options or valve�manufactured with special design requiremerMs,please corrract
our Reganal Seles O(fice or Factory.
Functional Data Model 100-01
Inches ',6 J� '6 1 1;G 1Y. 2 2% 3 4 6 8 10 12 14 16 24 36
Valve Size mm. 10 15 20 25 32 40 50 65 80 100 150 200 250 300 350 400 600 900
Globe �I.fMin.(gpm.) 1.8 6 8.5 13.3 30 32 54 85 115 200 440 770 1245 1725 2300 2940 7655 13320
C� Pattem LitreslSec.(Us.) .43 1.44 204 3.2 7.2 7.7 13 20.4 27.6 48 105.6 184.8 299 414 552 706 1837 3200
Fador q�yie GaI.IMin.(gpm.) - - - - - 29 61 101 139 240 541 990 1575 2500'3060`4200� - -
Pattem ����.(Us.) - - - - - 7 14.6 24.2 33.4 58 130 238 378 600 734.4 1008 - -
EquiValent Gioee Feec(ftJ 25 7 16 23 19 37 51 53 85 116 211 291 347 467 422 503 628 1866
Length Pattem Meters(m.) 7.6 22 4.8 7.1 5.7 11.4 15.5 16.0 25.9 35.3 64.2 88.6 105.8 142.4 128.6 153.6 191.6 569
of Angle Feet(ft.) - - - - - 46 40 37 58 80 139 176 217 222` 238' 247` - -
Pipe Pattem Mders(m.) - - - - - 13.9 12.1 11.4 17.8 24.5 42.5 53.6 66.1 67.8 727 75.2 - -
K Globe Pattem 16.3 3.7 5.7 6.1 3_6 5.9 5.6 4.6 6.0 5.9 6.2 6.1 5.8 6.1 5.0 5.2 4.0 7.1
Fador Angle Pattem - - - - - 7.1 4.4 3.3 4.1 4.1 4.1 3.7 3.6 2.9 28 2.6 - -
FI.Oz .12 .34 .34 .70 - - - - - - - - - - - - - -
Lpuid Displaced from U.S.Gal. - - - - .02 .02 .03 .04 .08 .17 .53 1.26 251 4.0 6.5 9.6 29 42
Cover Chamber When
Valtie Opens ml 3.5 10.1 10.1 20.7 75.7 75.7 121 163 303 643 - - - - - - - -
Litres - - - - - - - - - - 20 4.8 9.5 15.1 24.6 36.2 109.8 159
'Ealimated
Cy Factor
Formulas for computing CV Factor,Flow(Q)and Pressure Drop (•P)�
2
�
C� = e Q= C� �P �P = f Cv
K Factor(Resistance Coefficient) _ $�4
The Value of K is calculated from the formula: �(
(U.S.system units) �+2
Equivalent Length of Pipe K d
EquivaleM lengths of pipe(L)are determined from the fortnula:L= 12 f
(U.S.system units)
Fluid Velocity .�5 Q
Fluid velociry can be calculated from the folbwing formula: V=
(U.S.system units) d 2
Where:
Cy = U.S.(gpm)C� 1 psi di(Ferential at 60`F water
or
_ (Us)C� 1 bar(14.5 PSIG)differential
at 15°C water
d = inside pipe diameter of Schedule 40 Steel Pipe(inches)
f = hiction factor for dean,new Schedule 40 pipe
(dimensionless) (from Cameron Hydraulic Data,
18th Edition,P 3-119)
K = Resistance Coefficient (ca�ulated)
L = Equivalerrt Length of Pipe(feet)
Q = Fbw Rate in U.S.(gpm)or(I/s)
V = Fluid Velocity{feet per second)or(meters per second)
�p = Pressure Drop in(psi)or(bar)
Model 100-01 Flow Chart (Based on normal flow through a wide open valve)
a
a
I
a
P
0
m
�
0
�
�
a
Flow Rate gpm(water)
�
\J
Dimension B�°'"'"E'E"� � g�pl�lElEp) � � Model 100-01
I � K
� � , cc
c �
iN�r`?I I�� I I� °untr�
• —I- -� - -} i—��-- —I-- • �f--� '�' _�.i n.4 °mF'
1 T �� – – —
100-01 Grooved (Globe) 100-01 Grooved (Angle)
'4Qnm 9ne Qdy '1 h'9fze Ordy
�ia-vai wnQOi va�ves operate wrch ma�timum eificiency when mounted in horizoMal piping with the main valve cover UP,however,other positions are acxeptable. Due to
� component siae and weigM of 8 irxh and larger vatves,installation with cover UP is advisable. We recommend isolation valves be ir�stalled on inlet arb outlet for mairr[enance.
Adequate space abo�e and around the valve for service personnel should be corisidered essentral. A regular mair�e program shouid be esYab�shed based an the specific
application data. However,we recomme�d a tliorough inspection be done a�least once a year.Consutt factruy fa specific recommendations.
�LA-YAL o•0.Box 1325•Newport Beach,CA 8265�0325•Phone:949-722-4800•Fax:949-548-5441 •E-mail:dava�C�3da-v&i.com•Website da-val.com
CapyrigM Cla-Val 20Db Prkried in USA Specificafb�subJed to cfarge without notice.
E-100-Ot(p-B/Qi)
�
Fig. 68 -Wide Throat Top Beam "C" Clamp w/Locknut ,�
Size Rang�e—3/8"thru 3/4" rod
Function—For attachment to structural shapes requiring
wider throat especially under roof with bar joist construction.
This clamp may be used in the set screw down position only.
Approvals—Factory Mutual Engineering approved for rod
sizes 3/8"and 1/2". Conforms to Federal Specification
1NW-H-171 E,Type 23 and Manufacturers Standardization
Society SP-69,Type 19.
Finish—Plain
Note—Available in Electro-Galvanized finish.
Order By—Figure number, rod size and finish
Note—Do not over tighten set screw.
E
._� ` .
t- -�
t.
f:: _ �-=i
�_ � t .
; ;..-_i
- - ; ; �:=,
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i
1� �
� Ma'r�OfficeJMarr�Facturing fadlRy•1375 Sampson Ave.•Corona,CA 92679�Ph: 909.737.5599•Fax:909.737.0330
(�stoeier SeMce•800.786.5266
xnvratatcaam
� TO�ca
Fig. 98 -
ner
Size Range—Secures 3/8"thru 7/8"h�n rod
Material—Carbon Steel
Function—Secures channel to hanger rod for verti isi
Finish—Electro Galvanized
Note—Available in HDG finish inless Steel materials.
Order By—Figure n
Fig. 99 - All Thread Rod Cut to Length
Size Range—Secures 3/8"thru 7/8" rod in
1" increments
Material—Carbon Steel
Ma�cimum Temperature—750°F
Finish—Plain
Note—Available in Electro-Galvanized and
HDG finish or Stainless Steel materials.
Orcler By—Figure number, rod diameter, rod
length and finish
� sr�`r�.. '.
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
Dimensions •Weights
Max Rec.Load Lbs.
Rod For Service Temps Approx.
Size 650°F T50°F Wt.N00
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'/. 8Q00 ; 7140 360
1'/z 11630 10370 510
� Mafa�OfFi�lilanuFacturing Fadliqr•1375 Sampson Ave.•Caona,CA 92879•Ph: 909.737.5599•Fax:909.737.0330
Customer Service•800.786.5266
tvrvx!to/cacwn
'I � Fi . 200 . "Trimlin "
g e Adjustable Band Hanger
Size Range— 1/2"thru 8" pipe
Material—Carbon Steel, Mil. Galvanized to G90
specifications
Function—For fire sprinkler and oiher general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features—
• (1/2"thru 2") Flared edges ease installation for
all pipe types and protect CPVC plastic pipe from
abrasion. Captured design keeps adjusting nut
from separating with hanger. Hanger is easily
installed around pipe.
• (2'/z"thru 8"Spring tension on nut holds it
securely in hanger before installation. Adjusting
nut is easily removed.
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 1NW-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 TOLCOTM' Fig.200WON.
Order By—Figure number and pipe size
FM
�C�
�, ._.__..
'; �,
�,� �';
�, ��
�� .��.;
;� ��i
;; ',�,
Dimensions •Weights
Pipe Rod Size Max.Rec. Approx.
Size Inch Metric '°` B Load Lbs. Length
1/2 3/8 8mm or 10mm 3'/B 25/8 400 11
3/4 3/8 8mm or 10mm 3'/, 2'/z 400 11
'� 1 3/8 8mm or 10mm 3'/a 25/a 400 12
•�j 1'/. 3/8 Smm or 10mm 33I4 2'/B 400 13
1 Yz 3/8 8mm or 10mm 3'/8 2'/e 400 14
2 3/8 8mm or 10mm 4'/z 3 400 15
ij 2'/z 3/8 10mm 55/B 4'/8 600 27
3 3/8 10mm 5'/a 4 600 29
3'lZ 3/8 10mm 7'/a 5'/. 600 34
4 3/8 10mm 7'/8 5 100� 35
5 1/2 12mm 9'/8 6'/. 125Q 66
6 1/2 12mm 10'/a 6'/. 1250 73
8 1/2 12mm 13'/8 8'/. 1250 136
� Man Off'�anufacWring facil�•1375 Sampson Ave.•Corona,CA 92879•Ph: 909.137.5599•Faz: 909.737.0330
Customer SeMce•800.786.5266
wlvxttdCU.aom
AMTROL��
�
FIRE-X-TROL�
FPT Series, Fire Protection Expansion Tanks (ASME�
175 PSIG Worldng Pressure
c�rir�c�noN
11RGMG
�
AODEL3:
=PT-�-C
=PT-12-C
SYSTEM CONNECiION
B CFI/1RLiIN(i
_ vuve
MODELS:
FPT-20V-C
FPT-30WC
A FPT-42V-C
FPT-60KC
FPT-70V C
� C
e
In-Line Models
MMeI I TeNc I A
No. Yol_ Heia
Stand Models
C
Sys. Ship
meter Dim. Conn. Wt.
�t. Gal. mm ins. mm ins. mm int. ins, Ibs.
FPT-20V-C 30 8.0 495 19�t 305 12 273 10 4 4 NPTF 23.6 52
FPT-30V-C 53 14.0 486 19�% 419 16�4 324 12�'4 �'a NPTF 44 97
FPT-42V-C 66 17.5 616 24�a 419 16�/4 324 123'a �'4 NPTF 52.7 116
FPT-60V-C 95 25.0 838 33 419 16�/a 324 12�'a �'4 NPTF 70 154
FPT-70V-C 129 34.0 1054 41�2 419 16y4 324 12�'4 �'a NPTF 90 197
FPT-80V-C 200 53.0 908 35�'4 610 24 4U6 16 1 ya NPTF 114 251
FPT 120V-C 250 66.0 1111 43�'n 610 24 406 16 1 v4 NPTF 127.6 281
FPT 180V� 292 77.0 1235 48� 610 24 406 16 1 v4 NPTF 16Q.3 353
FPT-210V-C 341 90.0 1410 55�z 610 24 406 16 11�i NPTF 173.4 382
Constnicted per ASME Code Section Vlil.Division 1.
All dimensions and weights are approx�nate.
MODFl e•
FPT-801FC
q FPT-120V C
FPT-18011�C
FPT-210{FC
� —4�——
�'
C
Job Name
Location
� Engineer
Rev.02/05
Maximum Operating Conditions
Operating Temperature -20°F{-29°C)to 200°F(93°C) �
Workin Pressure 175 PSIG 12 bar �
Specifications �
Contractor
Contractor P.O.No.
Sales Representative
Model No.Ordered
Submittal dafa sheets can OIVLY be ordered as a'Submittal Dais Sheet Pack',us�g MCk 4400.They are not available to order on an indi-
vaduel basis,howevsr aedi date sheet is available on the Ambo!Web Site and can be downtoaded and pmted Ior use as needed.
18
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAII.,, CO 81657
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT
Job Address: 600 LIONSHEAD MALL VAIL
Location.....: LIONSHEAD BIN DELIVERY
Parcel No...: 210106308010
Legal Description: Vail Lionshead Filing 1, Lot 4, Blk 1
Project No : --��T� �����
OWNER VAIL CORP
PO BOX 7
VAIL
CO 81658
APPLICANT C&C PLUMBING & MECHANICAL
PO BOX 7314
AVON
COLOR.ADO 81620
License: 328-M
CONTRACTOR C&C PLUMBING & MECHANICAL
PO BOX 7314
AVON
COLORADO 81620
License: 328-M
11/10/2005
11/10/2005
il/10/2005
Permit #
Status . . . .
Applied . . :
Issued . . .
Expires . ..
Phone: 827-9443
Phone: 827-9443
Desciption: INSTALL SNOWMELT SYSTEM FOR LIONSHEAD GONDOLA-TEMPORARY
LOADING DOCK
Valuation: $33,750.00
MOS-0282
�5-� 2`�3
ISSUED
11/10/2005
11/16/2005
OS/15/2006
Fireplace Information: Restricted: Y N of Gas Appliances: 0 N of Gas Logs: 0 #of Wood Pellet: 0
r*ssssssr*s*s�*ss**sssss�*s*sss****s��s**s*�**s***s**s*s*s*sr******* FEE SUMMARY ******s�******�x*s*****�*s**�*�s*****s**tss*rr*s*********x**
Mechanical---> $680.00 Resmarant Plan Review--> $0.00 Total Calculated Fees---> $853.o0
Plan Check---> $170.00 TOTAL FEES-----> $853.00 Addidonal Fees-----------> $0.00
Invesdgation-> $0.00 Total Permit Fee----------> $853.o0
Will Call-----> $3.00 PaymentS------------------> $853.00
BALANCE DUE------> $o.o 0
*s*s*r*s***s**rs�**s**s*s***********s***s**s*ss*s*s*�►*s*�ss******s***�***********�*s*►**s*sss***�*s***s**s*s*ssrx*s*s*�*�***rss�**r***s:sr**s***
Item: 05100 BUILDING DEPARTMENT
11/15/2005 Cdavis Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 23
(BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond: 25
(BLDG. ) : GAS APPL�ANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29 '
(BLDG.) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC. .
Cond: 31
(BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBIISTIBLE FLOORING.
Cond: 32
(BLDG.) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSI�QG OF LIQUID WASTE PER SECTION 1004.6.
*:sss*ss*:s:s.*s*:.:#ssss:ss�s.s:s:ssssssss**■::ss*ssssssss..*.:«:s.ss:sssssr*:�.ssss*sss*sssss*ssss:ssr*■�:*:.s*s.*.ssss**r**:**:****.ss****�*s:.
DECLARATIONS
I hereby aclrnowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ANCE BY TE HONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4
PM.
,
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
*********************************************s«********************************ss***********
Statement Number: R050001971 Amount: $853.00 11/16/200510:53 AM
Payment Method: Check Init: DDG
Notation: Schneider Mech
5676
-----------------------------------------------------------------------------
Permit No: M05-0282 Type: MECHANICAL PERMIT
Parcel No: 2101-063-0801-0
Site Address: 600 LIONSHEAD MALL VAIL
Location: LIONSHEAD BIN DELIVERY
Total Fees: $853.00
This Payment: $853.00 Total ALL Pmts: $853.00
Balance: $0.00
********************************************************************************s***********
ACCOUNT ITEM LIST:
Account Code
--------------------
MP 00100003111100
PF 00100003112300
WC 00100003112800
Description
------------------------------
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Current Pmts
680.00
170.00
3.00
----------=------------------------------------------------------------------
���
75 S.FroMaBe Rd.
Vaii,Colorado 81657
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �� Q 3�V
Proje�t�:
Buiiding PeRnit#:�o S •
Mechanical Permit#: � ,_�Z
970�tT9 2149(Ir�pections)
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
Permit will not be accepted without the following:
Provida Mechanical Roan Layout drawn t cale to i .
• Mechanical Room si
b�st�i n Air d ti
FIue,1llliand LI
• Loss Calcs.
Equlpment Cut/Spsc Sheets
CONTRACTOR INFORMATION
AAechanical Contracior: Tawn af Vail Reg.No.: Contact and Phone#'s:
G�G PlvHB»J` f MEZ.N,+�N�uL 32$^M �,uRT.SC.H�JE]Df�
�"�� c�va�� C��dcprn• cvm
COMPLETE
M�c�-uw�cn�.:S 33 ,'7 50 ,o 0
�TION FOR
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f2�-� inspectlon Request Reporting Page 4
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Requesbed Irtspect Dabe: Monday,December 12,2005
Inspectlon Area: CD
5ite Address: 600 UONSHEAD MALL YAIL
uor�sHeao coNOOU►.soo uoNSHean�
806-0243 ���: A-COMM Sub Usa: U N I Ana: CSDSUED
VAIL CORP �
VAIL RESORTS AN.CORP Pho�e: 970-846-2364
YAIL RESORTS AIL COR Phona: 970-84b-2334
LIONSHEAD -TEIpi�Y LOADING DOCK
RE1/ISION SUBNNTTED ADDRESSING G011AMENT3 ROUTED TO CF�ARLIE DAVIS,CiEORGE RUTFIER,
FlRE AND PUBIIC WORKS.-JSUTHER
RIXJTED TO Cti�IRLiE DAVIS,GEORGE RtJTHER,FlRE AND PI�LIC VYDRKS-JSUTI#R
Reauestied InsoectioMsi
ibem: 539 �.F��Let c�n
R�ues�r: --
Assf�d To: GCHALBERG
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' 05 �,�:
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12�-� inspecNon Request Reporting Page 42
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Requesbed Inspect Dabe: Friday,December 09,2005
ins Area: SH
ibe Address: 600 UONSHEAD MALL YAIL
LIONSHEAD G�NDOLA
AfPID Irtfbrmatlon
Ac�IvKy: E06-0282 Type: B-ELEC Sub1y�e: ACOM Sbtus: ISSUED
�Ow�r: VAIL C�RP ��ncy: Cfse: insp Area: SH
nt ENCORE ELECTRIC Phone: 70 9277
: ENCORE ELECTRIC Phona: �9�0 9277
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