HomeMy WebLinkAbout08-7402
CITY OFZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
FIRE SPRINKLER SYSTEM PERMIT
7402
Permit Number: 7402
Permit Type: FIRE SPRINKLER SYSTEM
Class of Work: FIRE-SPRINKLER SYS
Proposed Use: LIGHT INDUSTRY
Square Feet:
Est. Value:
Improv. Cost: 278,000.00
Date Issued:
Total Fees: 680.00
Amount Paid: 680.00
Date Paid: 1/22/2008
Work Desc: FIRE SPRINKLER SYS
Address: 4330 20TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 13-26-21-0070-08900-0020
"
Name: NESTLE WATERS NA, INC
Address: 4330 20TH ST
ZEPHYRHILLS, FL. 33542
Phone:
~~(1)
FIRE ACCEPTANCE Final
Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire
prevention and protection related activities such as inspections, plan review, administrative fees, and other
costs related to the aforementioned.
Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of
the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final
inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All
work shall be performed in accordance with City Codes and Ordinances.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
OR SIGNATURE I
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED
ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041
,JAN-08..;2008 ro :47:"
TFROM-:SHAI.eAUGH
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1-507
P.U04/008 F-206
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:2604877.991
City ofZephyrhills Fire
'Permit Application
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o c:omm._""- ~"".._ .. 0 H"""""''''''''' [TIor \I" RQ "'d'~) AN"UAl
o Convolled Bum' . 0 'HcaClln513l\atian
D ,l!mergsru:;y" ClI"nll~r <30 ~ . 0 LP/Natuml Gas-lns13Ilstloo.
o E:rrtergen~ t:len~"'( ~ 30lcw 0 LP/NatuT31 GalioA"~UAl..Sillc
D Firs Prolectlan'Meintsnanlle - ~NN~L ' 0 Places of ASSemDlrANNUAJ.
Sprtnltler 0 0 RS!;I'lIation:al Bum .
Fire AlaTTT\ 0 ' 0 . Sparklers
Head C\ell\n/Si.Jppre:.&ion 0 ~ Sprlnlder SySlein InttalJattOI\S
o ," Fire Alarm \nstallaiian 0 Stant1plpas (Sprlnkler Sys)
o firef Pumps' .D Torch Roafing
. D Fire wones 0 waste Tire StDnlgc ANNUAL
o Flammable Appl1callcn- ~NNUAl.
o F..IT"""'. · .Ii.n t, ": o. 00 f ValUallPfl of Prol."1
o Olhe" 1 : '
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fill aut applIl:allotl comPletelY.' . . . .. . . .
Owner &. CcnnlOtDT, 51gn Dac~ ot appllcpfion,'OQtarl%ed (Or, copy of 61gneCl ccn\lClct wi1n l)Wf'ler)
If over I;iSOQ. a NDtlCIil g'f Commencam8f\t Is reqUillld (Mecotlnlcsl work o"er $5000)
Supt:l1y two (2) liSts of orawlrea wU\'\ eppli1:ilble Qocumont3t1on
Allow' 0-.14 C1a)'~ 'fgr :revlew tlftsr ~bm'ttal date..
B1:H80-ob20
OaUlReceil1ed
Owner's Name
Owner'S AClCre$S
Job Al:ldt6SS
Sub Diylslon
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JAN-11-2008 12:21
FROM-SHAIABAUGH
2604877991
1-525 P.003/004 F-248
rGi--2OAS 11142
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wAflNjNG lIQ awtlliR~ 'YOUR"A1I-UlCF"RJ ~ A NQ'TK3 f)f ~~T ,,^y pCSUL..T IN YOUR
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JAN-Oa-:2D081 0 :48 FROM-SHAMBAUGH ''''l!0487~1l91
,....~ J'll . T-507 P. 005/008
ZEPHYRHILLS COLONY COMPANY LANDS .PB .1 PG 55 TRAC'J,'::;l '/,j, 11%,
87 & 88 EXC THE WEST 10 FT OF tRACTS 73 & se
. --OR 4499 PG 1327 NOTICEOF'COMMENCRMENT
, .
F-206
11111111111111111 "11I111I111111111I11111111111111111111111I
20071159990
, R~pt: 1134649 Re~: 10.00
Ide 'n .' '>.T /"3,-Z6. -2./- 0070- 07-!oCx -0c7Ct..:> D5: 0.00 IT: 0.00
ProprJ'o/ tltI, caUOIl...,O, . 10/10/07 , Opty Clerk
. THE UNDERSIGNED hereby gi~c' ~omlS ~ou thatthe improvem~ will be ~e to certain rea.l :property, and in accordance with
Section 713.13 orthe.Plorit1a Sta:{1It~s. the fopo~ing iIliarmatiotds provided in this NOTICE. Of COMMENCE.MENT.
. I
l.Descriprion of~roperty (legal Jescr~IUm:) I?"" 2b ~.'<2. / - ecJ7 (J -07Y-oO -.OC>~
a)S'lreetAddl'esE: 2...Q/.Jh__",/-,,'//s g"",,'lr ~ L./33o 2,tPr" 57: ~/1'7/'j,,';}c.--- oR 3"31:'-/0
2.Gem:ra.l dcsqiption ofimpT!lveDu;nts: 0 /,6 C:1QG::)Q . ~ IM...r~ ha",^-.c.,~ ~~.. "'~. r -j ....-..:J A/t.?..-
. ~ 1-rc-.-y'\ ce . d:f,.,v.e '.
3.0wner lilfmmarion' I,' il A . . 777 ~v' j7("J'Tt'lu..W1 /Iv(?"
. a)N&meandaddrcss: ,! A/e7fla .v~k("? ./f/crl'1 ~rl~ 6:-razri Wi~ L:7" ~8'30
"
. b) N:une and adrlress offee. simple litleholder (if other than owner) _ '
c::) Interest :in. property . I . . ,.'. '
.4.CantractorInfoDIJation " I ~ IIG . :,~' ,.J 1. .~I<.sc.rnv.'//t? r=:2... 3;22c/2..
a) Name and aD1Jress:~l1o.."7 r......'C? v, II ( ~ \/,?,...s, e live, ' '. / .
b) TelephoncNc.: ,~Jt:fO'-I, -~S-/-,-;ql':> 'FaxNo.(OpL) 90L{ 'Lf75' ,'?'&'f'75 ' .
5.Surcty~tion f,' .
a) Name and llddtess: '1 . APr
. b) AniountofBP11d:, I'
c) Telephone No.: I .
oLender, . I
aJ Name and address:
PemriINo.
Fax No. (OpL)
-~.
. : . . Phone No.
, 7. Idemity ofperson ~ the Stjite of Florida de~d ~y .P~ upon ~hom. notices or other'docmnentS may be served: .
II. a)NameandaddI=s: · i.....1e '1k ~ 6.07' ',: . . , .
. b) TelephOne No.: . ! I'~ - ~ - I q 5"""'1 Fax No. (Opt.) &i> ~ - ?&' <. -II (5 IS
. g. addition to biiaself;. owner d~ignatl;s the folloV'{ing person to receive a copy of the Ijenor'sNotice as proVided in Section '.
713.13(1)(b).:Florich~tatrltes: I '1-"-./" /1, , 'A, ...;..
a)Nameandad4ress:' ~ c)c:-.-b.>rMe If{ 0 ?',rva/'S",cJ(? /P~. ~/t:.~nn'/I< k.~o
'"b) 1't'Jlephone 'No.: ( ~Ol../_, c; '"'7 :.- erqJ ~ .FaxNo.. (Opt.) <70'-/..... Y7S-' - 7& ~ .
9.Expiranotl date ofNotic:e of C~encement (the;: expiration, aate is O:lll: y~ar :D:OI!l't:hc dale ofrecordln2,Utlless a diffcte.n1: 4ate is
specified): .1 JED PITTMAN! PASCO COUNTY CLERK
, 'i 10/10/07 1 : 14alll 1 of 1
- . . : . . OR 8K 7658 PG 106
W.ABNING TO OWNER: AN);':p AnmNTS MADE :BY THE OWNERAFTlm. THE EXPIRATION.OF T.8E NOTICE OF.
COMMENCEMENT ARE COj~~WP IMPROPER :PA~S TINDER:CHAPTE:R 713t PART ~ SECTION 713.13, ,
,. noRmA STAnrr:ES, .AND ~"1 RESUl. T IN YOUR 'PA.'YING TWICE FOltIMPROVEM:ENTS TOYOtJR l'ROPER1'Y.
A NOTICE OF COMMENO:~NT MUS~ llE RECORDED AND POSTED O?S THE -.rOE SITE BEFORE THE FIRST .
'INSPEC1:10N. IF yOU INTIDfD'TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ~ A'I'T~RNEY BEFORE
COMMENCING WOll OR ImCORDINC YOUR-NOTICE OF COMMENCEMENT., . " '
STAn:O~n.01UDA )1 , ' ' :J ..', .
COtINI'Y OF r ASCO ,I, '. M.....-
Si~ QfOwuc:l'Jfr
. i',' ~~ :11. 'JBB~'
. Prim;NllmC . .
,I. ' -
. Th:!orcgomginsmJment~as ac1C:Lo~l~dbeftm:metbisaL-day Of~~C'r\.hE?.r- , 20~ by':lblp~, ~;~:\
. '.as ~Q ~ .' (type pf iI1$omy, e.g. officer, ~. alI~U .
in. net) for . ' I '. (name ofpany .011. behalf ~who' :t ~ ex~cttted). /
Persomilly K:no:wnX OR. ProdJced ~dem:i1icatiOn----.-. Notaty S' ..I.
. , ' I ,-,.
1
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="c...cteJnr., _lC'2m'
rida smtuies. .Under penalties ofpcjury, I declare, that I have l'ead the furegoing lma. that
...It ore """ lD tho r of"", _dge and b.];e( . . . '1J:!!:'
, ' _ . . ,~L A. If!
, i Sip5IIn atNamnIl ~ctSall. S ' .AJ>cnlF
I
. ::JAN-lTB-2008 10: 48
FROM-SHAMBAUGH
: ';;]~.~T.:I<:2604877991
j-507 P.006/008 F-206
, :~_,. '7~ '~~
File No.: 80785-7-3
WARNING: FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS.
SUBCONTRACTORS AND MATERIALS SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN
IF YOU HAVE MADE PAYMENT IN FULL - UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE
THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE.
TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY
TIME YOU PAY YOUR CONTRACTOR.
NOT,CETO OWNER I NOTICE ]'0 CONTRACTOR
Date: October 15, 2007
TO: Nestle Waters of North America - Owner
1322 Crest&ide Drive, Suite 100
Coppell, TX 75019
TO: The Haskell Company. Contractor
111 Riverside AI/e.
Jacksonville, FL 32202
The undersigned hereby informs you that he has furnished or is fumishing services or materials as follows:
Installation of a fir. $prinlder $ySfem. related materials and/or labor for the improvement of real property
identified as: Nestle Waters of Nonh America, 4330 20'" Street, Zephyrhills, FL 33542.
Under an order given by: The Haskell Company, Contractor_
FLORIDA LAW PRESCRIBf;:S THE SERVING OF THIS NOTICE AND RESTRICTS YOUR RIGHT TO MAKE
PAYMENTS UNDER YOUR CONTRACT IN ACCORDANCE WITH SECTION 713,06 OR SECTION 255,05,
FLORIDA STATUTES. IF THE JOB IS BONDED, THE FIRM SENDING THIS NOTICE WILL LOOK TO THE
BOND (SURETY COMPANY) IF NOT PAID. IF A PAYMENT BOND EXISTS, FURNISH A COpy TO THE
UNDERSIGNED OR PROVIDE NAME AND ADDRESS OF BONDING COMPANY, FAILURE TO PROVIDE
THIS INFORMATION MAY RENDER YOU LIABLE FOR DAMAGES,
IMPORTANT INFORMATION FOR YOUR PROTECTION
Under Florida's laws, those who work on your property or provide materials and are not paid have a
right to enforce their claim for payment against your property. This claim is known a8 a Construction
Lien. If your contractor fails to pay subcontractors or materials suppliers or neglecls to make other
legally required payments, the people who are owed money may look to your propertY for payment,
EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL.
PROTECT YOURSELF
RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those
supplying a Notice to Owner have been paid.
LEARN more about the Construction Lien Law, Chapter 713, Part I, and Chapter 255, Florida
Statutes and the meaning of this Notice by contacting an attomey or the Florida Dept. of BUsiness
and ProfessIonal Regulation. ...
DEMAND FOR COPY OF PAYMENT BONO AND NAME OF SURETY COMPANY TO CONTRACTING
BODY: OR STATE COMPTROLLER
Pursuant to Section 716.16(2) or Section 713.16(4) or Section 255.05, Florida Statutes. the undersigned
claimant hereby declares that he has supplied labor or materials as described above, that the payment has
not yet made therefore, and that he hereby requests that the contracting body furnish a certified copy of the
Payment Bond, if any, to the claimant, at the address listed below, and the current address of the contracting
private entity,
CO;;,~y
'.:~'~'
. ~: .
. .JAN-08-2008 10:48
FROM-SHAI.eAUGH
:2604877991
T-507 P. 007/008 :F-:20:6
"
-IFTHE PROJECT IS BONDED UNO~R SECTIONS 713.23, 713.245, 255.05 FLORIDA STATUTES OR
270 USC, THIS NOTICE SHALL SERVE AS A PRELIMINARY NOTICETO CONTRACTOR AND THE FIRM
SENDING THIS NOTICE WILL LOOK TO THE BONO (SURETY COMPANY) FOR PROTECTION IF NOT
PAID, IF A PAYMENT BOND EXISTS. FURNISH A COpy TO THE UNOeRSIGN~D OR PROVIDE NAM~
AND ADDRESS OF BONDING COMPANY, FAILURE TO PROVIDE THE INFORMATION MAY RENDER
YOU LIABLE FOR DAMAGES,
BY:
ALLAN R. POPPER, of Lienguard, Inc., Agent for
Shambaugh & Son, LP.
PO 130x 1257
Fan Wayne, IN 46601
(260) 487-7847
File No.: 80785-7-3
JAN-08-2008 10:47
FROM-SHAI.eAUGH
/!Ill..~:f.j
......rc
~, fN&IIIIfeIlS
Fire Protection
Division
Branc" locat1on,(;
Fort Wayne, IN (260) 487-7777
South Bend, IN (574) 255-2170
Toleao, OH (419) 891-0121
Detroit. MI (24S) 356-8418
Chicago, IL (630) 725-0500
(GlJarciian Fire Protection)
...................
CfllJabilmes
Shambaugh Fire Protection provides a complete
range ofDesignllostallation scl"liec::s, from the
simplest sprinkler system to tho most complex
special hazard appliCllUon.
. Wet & Dr)' Sprinkler Systems
. Preaction & Deluge Systems
. Underground Fire Mains
. Fire Pumps
+ Water Storage Tanks
+ Suncipipe and Fire Hoses
. Foam, Foam/Water Systems
.. Wet & Dry Chemical SYStems
. FM200 Gaseous S~Sten1S
. CO~ S>,stems
. Fire Alarm & Detection
. Smoke Detector Sensitivity Testing
. Baek110w Prevenlers
We also perform inspections on the above
liyStemS,
...................
SERVICE &. INSPECTJON
6:00 a,m. to 5:00 p.m.
(26~) 48~:7~30
...................
24-HOUR EM.ERGtNC~ SERVICE
(260) 487.77~7. ,_
Visir our Web Site; ww....shambaughcom
2604877991
T-507 P.001/008 F-206
Shambaugh & Son, L.P.
Cont1'actors - Engineers
7614 Opportuniry .oriVe (46825) Phone (260) 487-7777
p, O. Box 1287 (46801) Fax (260) 487-7991
Forr Wayne, IN
Fax Cover Sheet
Page 1 of ,R(including this sheet)
Date: 01108/08
Time: 10:19 AM
To: Karen Mill~
Company: City Of Zephryhills - Building Dept,
Fax No.: (813) 780-0021
Sender's Name: Crai~ Whinn..A!L...
Phone No.: (?60) 497-1528 Fax No,: (260) 487-7991
E-mail: cwhitmani.Wshambaugh.com
D Original will follow by mail. r:8J Original will not follow by mail.
Regarding: Permits for Nestle War.er Zepluyhills.
JAN-08-2008 10:47
FRO~SHAflBAUGH
2604877991
.,c.... :;1-SD7 P. 003/008 F-206
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DMSION OF STATE FIRE MARSHAL
TALLAHASSEE, FLORIDA
CERTIFICATE OF COMPETENCY
.
THIS CERTIFIES THAT: OORPQN L LEWlS
7614 OPPORTUNITY DR
FORT WAYNE. IN 46825-
BUSINESS ORGANl2ATION: SHAMBAUGH" SON LP
CONTRACTOR IINCLtJPES mE EXECUTION OF CONTRACTS aEQUlRJNG THE ABILITY, EXPERIENCE, KNOWLEDGE, SCIENCE, AND
SKlLL TO INTELLIGENTLY LA your. FABlUCA TE.INSTAll. INSPECf. ^L. TEl, REPAIIl, OR SERVICE ALL TYPES OF FIRE PROTECTION
SYSTEMS. EXCLUDING PRE-ENOINEERED SYSTEMS.
Cbief finandal Omrtr
~~
07 01 2006 07 J S Out of Sl4\le
Issue Dare Type ClaS5 . CounlY
669SS0OQOJ200S
Liccn:ielPc:nnit Number
7584160001
Applicuion .
150.00 06 30 2008
Taxes ct Fees fxp~ 0..:
JAN-09-2008 10:47
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JAN-08-2008 10:48
FROM-SHAMBAUGH .._' 2604877991
PASCO COUNIY, ~LUK1UA
'r -507 P. 008/.008 f~206
1"I"'l:JC~::; : cu. 'l.JI" ,I,
CONTRACTOR ~~ 017325
NAME~ SHAMBAUGH & SON? LP
ADDR: PHO.BOX 1287
C/ST~ FORT WAYNE~ IN 4~801
LOCAL LICENSCFS STATE
FDI=\;::
DI(
fjl:;:
F~EGJS'r ft 6695~=:;OO
CHECI::: *
ISSUE:: OFFH:E:: po
RECEIPT NUMBR= 01062414
()F'FU:E: PU(cI_IC WI:t:/(S .BU)
989;::;7
66988000012005 EXP 06/30/08
C;CJNTr-\:AC:T()I:~:: () :1.'1'325 GOFmcn'l ~. n LEWIS
TOTAL AMOUNT: 20.00
ACCNT COMf'NY ACc;CJLJNT CENTEr~ AMQLJNT D~SCRIPTION/F'F.:RM" DATA DfVCH
:/.0.4 Bl04 - 32:1,200 - 2 20..()0 CONTRACTOR ST/LOC 60
I~ECE:IVED BY
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TRANSACTION REPORT
DEC/12/2007/WED 08:29 AM
P.Ol/0!
RECEIVER
812604877991
TYPE/NOTE
OK
FILE
SG3 5959
............................
......................
.....................
...1..'............
,City of Zephyr hills -BuildingDepartniemt
5335 athStreet '. ' , PH: a'13-780-0020 X351~
Zephyrhills, Florida 33542 FAX: 813-780-0021 pate:
FAX =#: 260-487-7991
FROM;
Email: .
=# PAGES:
'l(flren
kmi Iler@ci.zeonvrhills.f1.us'
2
TO: 'Craig Whitman
Message:
Attached is the Notice of Commencement. If you have any questions regarding this
form, you can contact the Cle'rk of the CircuitCourt, 352-521-4464. This will need
to be filed in Pasco County.and a sealed certified copy be provided to us.
City of Zephyrhills - Building Department
5335 8th Street PH: 813-780-0020 x3513
Zephyrhills, Florida 33542 FAX: 813-780-0021 Date: 12-12-07
TO: Craig Whitman
FAX #: 260-487-7991
FROM: 1(flren
Email: kmiller@ci.zephvrhills.fl.us
# PAGES: 2
Message:
Attached is the Notice of Commencement. If you have any questions regarding this
form, you can contact the Clerk of the Circuit Court, 352-521-4464. This will need
to be filed in Pasco County and a sealed certified copy be provided to us.
TRANSACTION REPORT
DEC/ll/2007/TUE 09:32 AM
P.Ol/Ol
RECEIVER
812604877991
FILE
SG3 5949
,.~...,~~~
I~'-. --,~~
~'>>>
City of Zephyrhills - Building Department
5335 8th Street . PH: 813-780-0020 x3513
, Zephyrhills, Florida 33542 FAX: 813-78D-0021 . Date: 12-11-07
FAX 4/;:
260487-79.91
FROM:
. Email:
# PAGES:
1(flren
kmi Iler@ci.zeDhyrhills.fl.us
4
TO:
Craig Whitman
Message: .
Craig: Attached is the permit application which needs to be filled out and signed.
In addition we will need a copy of the contract you have to perform this installation.
If the valuation is over $2,500 we.will need to have a Notice of Commencement
before the permit can be issued.
The contractor who will be installing will need to be registered with us. Please refer
to our requirements.
Any questions, pl~ase contact me at the above number. Thank you.
';
City of Zephyrhills - Building Department
5335 8th Street PH: 813-780-0020 x3513
Zephyrhills, Florida 33542 FAX: 813-780-0021 Date: 12-11-07
TO:
Craig Whitman
FROM: 1.(aren
Email: kmiller@ci.zeohvrhills.fl.us
# PAGES: 4
FAX#:
260-487-7991
Message:
Craig: Attached is the permit application which needs to be filled out and signed.
In addition we will need a copy of the contract you have to perform this installation.
If the valuation is over $2,500 we will need to have a Notice of Commencement
before the permit can be issued.
The contractor who will be installing will need to be registered with us. Please refer
to our requirements.
Any questions, please contact me at the above number. Thank you.
JAN-II-2008 12:21
FROM-SHAI.eAUGH
.2604877991
T-525 P.002/004 F-248
l8J 7614 Opponunity Drive,Fon Wayne IN 46825
o 56575 Twin Branch Drive, Misbawalca IN 46545
0212 West Wayne St., Maumee OH43537
021667 Melrose Ave., DetroitMI 48075
o 2820 Tbau:her R.d. Unit I, Downers Grove lL 60S 15
o 1010 East Sumner Ave., Indianapolis IN 46227
January 11,2008
City of Zephyrhills - Building Depanment
5335 8th Street
Zephyrlrills, Fl. 33542
Atm: .Karen Miller
Re: Authorization for permits/drawings pick-up
Nestle Water Zepflyrbi.Jls
4330 20'" Street
Zephyrhills, Fl. 33542
Let this letter serve as authorization for Tom Horsman, representative of Shambau.gh &: Son, to pick-up any
permits and. associatd d.ocument (drawings, calculations, etC-) for the fire protection at the above noted project, on
my ~half.
Sincerely,
~
Gordon L. Lewis
Shambaugh &. Son, L.P.
Fire Protection Division
Florida License ~ 669550-001-2005
Notary Public:
County of Allen, Sta~ of Indiana
Commission No. SClo.3ca <::J
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COMMITTED TO EXCELLENCE. . . WITH P.R.I.D.E.
JAN-11-2008 12:21
FROM-SHAI.eAUGH,
2604877991
j";..525 , ,p, 004/004 F-248
MARSH
CERTIFICATJ:'O'F 'INS~RANCt:'
ClRTlfl~"TllIlLlIIIU
NVC-00279938S.{)1
nlli C:ERtII'ICATE IS ISSUED AS A N.<\TTIIt OF IMfOllMATlCltl O~" "IlID CQNFERli
NO RllilfTli UPOll TnE CliRtIFIC"TE HaUlER OTtIIIt T"AN TIlOSIi I'ROVlDeD 111I THE
POLl!;Y. TllIli CERTIFICATE QOE$ NOTAMENCI, exTEND 011 Al-TeA T"i eovlR/oGC
AFFDRDEII BY ThE POUClE$ DESCIllIleD hl5R!lN.
flllODuCIiR
MARSH USA, INC,
AT11II; KIM RlCtlARDSON
601 MERRITT 7
FAX: (203) 229-6767
EMCOR.CERlREQuEST@MARSH.COM
NORWALK, CT 06856-6010
1)34282-Sham-SON'()7108
""""liD
COMPANIES AFFORDING COVERAGE
CQfII(PAH'(
A CONTINENTA~ CASUALlY COMPANY
SHAMBAUGH & SON ~.P,
HAVEL BROS. DN. ED GRACE DIV,
GUARDIAN FIRE PROlCCTION DlV" AN EMCOR COMPANY
AOVANCED SYSTEMS GROUP, DSA ACOLlSTICS
7614 OPPORTUNITY DRIVE
P.O. BOX 1287 COMPolINY
FORT WAYNE, IN 46801 P
COVERA.,GES" , " '. ,lhl$ Q;nffi~Ui""~r:le!l !l~"Rt3.oeii,any p~""Oy$,y ,~uea ~~cale for tne policY pcmQd 1l_llOIow, , , ' 1
THIS IS TO Cefl,l1Fr "TtVIT PO\..lCII:S OF ItlSlJIW'IC&: g!iiSCRlBEO he~ PlAv!' BUN ISSLJSP TO 'Tllf INSuRED ~ED nERQI FOR '!ME POUCY PERIOD INPlCATED,
IIlOTWITl1$'I'ANOlNGANY REOulRI94ErlT, 'TI!IVo1 OR C~ OF ANYCONTlW:TOR O1hS~OClO.INa-lTwIT" RESPECTTD wlCI1 ThE CERT1FCATE MAYBE IBSlJEO OR w.y
PSfUI\lN, 'ThE' INSURANCE I\fFORDfD BY 111E POuCleS DESCRiBED riEREtN ,6 ~ 'l'O Al.L THE TERMS, CONDIT1ONS AtQ ElICUlSlONS Of SlJCri I'OLJCtES. "GGREGA'T1i
LIMITS SnOWh MAYPlAvE BUN REDuCED lI'f PAlO CUIlMS,
COMPAH't'
B AMERICAN CASUAL1Y CO OF READING, PA
COMPANY
C TRANSPORTATION INSuRANCE co.
co TV". Of INSLlRAIlCli "QUCY NU_R I'OUCY EFFECTIVE 'OUCY UI'IR"TION LlMITi
LTR DATE IlIMIllllfYV) DATE INIIIOD/YYI
A 1JENERAL. Llo\lIIwTY G~ 2095783234 10101'07 10101108 GE~AOOREGo\-n; $ 6.000,000
X COMM~RC~ Ge".~RAL 1JAfl1\./lY PROOuCT;i; . COMPIOP AGG $ 1",000,000
:::::J CU\lIt\5 M!\De [R] oc:c~ _0.-.6 _ fiJUftT $ 2.000,000
_ OWI'4ER'6 ll. COfolTRIICTOA'S PROT SAQ, 0CCURIlEI'ICE $ 2,000.000
X FIRE DAMAGE (My _ ~181 $ 500.000
AGGREGAlE APPLIES ME!) EXP 1M. ane D8fSanl $ 25.000
A AuTDIIOIlLe LlAIlUTY aUA 209578S282 '0101107 1010"08 COMUlEQ SlhGLS LIMIT $ 2,000.000
-
~ MY AUTO
_ ALl. OWhED "UlOS &OPt&. Y INJ...RY $
_ SCnEPul.Etl AlITCS (PIlr flllI""..cm)
~ nlRJ:tl Al/TOll 1I0000000ylt;.JIJRY $
~ ~foIliOAl.lTOS (Par ;lC~)
X AlITO PHVSICAL DAMAGE. PRCPeIm" QAMAGE S
500 COMPf$5oo COLL DED
GARAGE'LWIIUTY AUTO ONLy . EA ACCCErIT $
-
_ AhY AU1'O 0DIeR 1l1AN AUTO 0I'lL'r. ,
- $
AGCREGIlTE $
EXCli5li LIAIIIUTY EACtl OCCURREI'CE s
=1 uMlRSl.Vo FORM AGGA&Gt\TE $
Ol11ER lhAN I.IM1l/'lEl.M FOR-.. $
B VIIOWR' ClOM"ENIATIOfl AfIO WC 29578S203 (AOS) '0101107 10101 f08 X I TORy uMITS I IU~~ "
iIIII'~YEIlS' LIAlIlUTY
C WC 295783220(00. WI) 10101107 1 Cl01 f08 Eo. eACh JICClOENT $ 1 .000.000
B 1l'lE PROPRtElCflI ~ IIlCj. WC 295783217 (CA) 10101107 10101108 Eo. 0ISEASE,p0\.tCY IMIT $ 1,000,000
PAflTNERSIexECu'T1\IE
OfFICERS "RE' ExC~ E~ OtSEASe..EACI1E'",PLOyEE $ 1 ,000,000
v,...."
DE$CRIPTIO" Of' OPI!IlATIOIfS'I-OCATlOIlS",,",CL5$ISflliel~ ITiIP
RE; FIRE PROTECTION PROJECT - NEST1.E WATERS OF N.A.
CER!IFICATE: ~~LD~R_
:./.
'..
,. ,
c,
. '.,
" 'I'
OAfIlCEl.LATION
.., _, ,," _", '0, ,'.' ,,'" ' , ,
s..OUI.D _, OF ll1E POu~ Dll$CR1OUlI'IfRf"" W CMeEw.Ell 8liFOR~ lI1I' ~tIlATlOft llA~ ~IIEOF.
ThE _R "FI'~ c;ovc_ ...... _.011 TO "".. --'Il. llA't8 wR,.rT"" NOTICE TO TIE
C~RTFIC"TE I'1OLDEfl _ED "ERE.... BuT FNWRl! TO MAL ~ ~odi -.. ..,Poel; NO ~To. OR
....A8a.,Tf OF /fIIII4'" KtflfD uPON ~ ..suRER AFFORDING COvERAGE. ITS I\Gth'T$ OR RC:PRGlZ~T"lIYC:~. OR 11'11:
~ OF 'Il1IS CER1lF1CA~
IIAII&H U$AINC,
lIT: John LaPfBay
'NN1PID,:I!) ,
","'.. ,'j
~h'
CITY OF ZEPHYRHILLS BUILDING DEPARTh1ENT
AT'Tl'4; KARE... MILL-ER . BLDG, DEPT,
5335 8111 SlREET
ZEPHYRtllLLS, fL 33542
. -:',.
" ,
,',
VALlD A$ Of:, 01/11108
JAN-11-2008 12:21
FROIHHAI.eAUGH
/Il~:~j
_..uGH ._/tIC.
~ .fMIIIIlfEJIS
Fire Protection
Division
BrtulCh Loemlom:
fan Wayne, TN (260) 487-7777
SoUth &rid, IN (574) 255-2170
Toledo, OB (419) 891-0121
Deu-oit, Ml (248) 356-8418
Chicago,ll (630) 725-0500
(Guardian Fire .Protection)
...................
ClIDllbiliril!~
Shambaugh fire Protection provides a
complete range of DesigntInsll$l\ation seoiccs,
from the simplest sprinkler system to the mOSt
complex special hiizllrd. "PPIiC<ltion.
. Wet &. Dry Sprinkler S)':>lCms
. Pteacnon &. Deluge S)'s~ms
. Underground Fire Ml10ins
. fire rumps
. Water Storllge TlIJ1ks
. Standpipe and Fir~ Hosts
. foam, Foam/Water SySlQnS
. Wet & DI1' Chemical Systems
. FM200 Gaseous S)'stCJll:l
. CO~ Systems
. Fire Alarm & Detection
. Smoke D~EOr Sensitivity Testing
. Bacldlow Prcventcrs
We also perform inspections on the above
systems.
...................
SERVICE It INSPECTION
6:00 a.m. to 5:00 p.m.
(260) 487-7830
...................
24-HOUR EMERGENCY SER.VICE
(260) 417.7777
Visit t1kr Web Sire: WWlv,shamba"'gh. com
2604877991
T-525 P,OOl/004 F-248
Shambaugh & Son, L.P.
Contractors - Engineers
7614 Opporlunily Drive (46825) Phone (260) 487-7777
p, 0, Box 1287 (46801) Fax (260) 487-7991
Fort Wayne, IN
Fax Cover Sheet
Page 1 of 1(including this sheet)
Date: 01/11/08
Time: 11:54 AM
To: Karen Miller
Company: City Of Zephryhills - Building Dept.
Fax No.: (813) 780-0021
Sender's Name: Craie Whiunan
Phone No,: (260) 497-1528 Fax No.: (260) 487-7991
E~mail: cwhitman@shambaugh.com
o Original will follow by mail. IZI Original will!lQ! follow by mail.
Regarding: Permit info. for Nestle Water Zephryhills.
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813)780-0041 Fax (813)780-0044
Fire Chief Keith Williams
FIRE SERVICE USER FEES
Occupancy No.:
Plan No.: Cl?~.3
Business Name: ' .~
Business Address: . <;-t
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
B Site Plan N/C
Multi-Family/Commercial .06 sf
(Minimum Charge $25,00
o Plan Revisions DBl
INSPECTION FEES
NlC
NlC
$100
$250
$500
PERMIT FEE
$50
$50
$50
$50
$50
$50
$50
$50
$100
$500
$25
$100
$50
$50
$25
$50
$50
$100
150
FALSE ALARM FEE
1stAIann N/C
2nd AIann N/C
3rd AIann N/C
4th AIann $100
5th AIann $150
6th Alarm $200
NON COMPUANCE $150
Annual
1st Re-inspection
2nd Re-inspection
3rd Re-inspection
4th Re-Inspection
SPRINKLER SYSTEMS (Business closed until
B 0 - 25 Heads $50 violations corrected)
26 plus Heads $100 SPRINKLER SYSTEMS
STANDPIPE SYSTEM ~Hydro Undergrounds $45
o Per Riser $50 -J ydrostatic Test $65
ARE PUMP ~ Acceptance Test $45
o Per Pump $100 Hydrant Flow $75
FIRE ALARM SYSTEM
o 0 - 25 Devices $50,
jS] 26 plus Devices r$'fOO)
SUPPRESSION SYSTE~
BFi: :
B Other $50
KITCHEN EXHAUST
o HoodIDucts
OTHER
8 LP InsIaJJation per tank
Fuel Tank Installation
(Per Tank)
o Natural Gas Installation
(Per System)
o Spray Booth
Sprinkler
Standpipes
Fire Pump
Hoods
Fire Alarm
lP Gas
Natural Gas
F~ Tanks- _tank
spartders
Fire Works
Camp Fire
Controlled Bum
Hood/Duct
Place of Assembly
Fire Protection
Flammable Application
Waste Tire storage
Generator < KW
Generator >30 KW
Bio-Hazard Waste
Fumigation Tenting
Torch Pat/Applied
Haz. Materials
per system
- system
FIRE ALARM SYSTEM
B System Acceptance $50
Recall Acceptance $50
OTHER
~ Are WalllSmoke Wall
LPGas
Natural Gas
Annual
Annual
Annual
$15
$25
$25
per wall
per tank
per syslBm
$100 Annual
$50
$50
$100 Annual
~ Tent 1 0'x1 0' or greater
Fire Pump
Fire Suppression
System AccepIance
8 Exhaust HoodIDuct $30
Re-inspection DBl
(other than annual)
o Inspection scheduled DBl
and cancelled less than
24 hours
B Construction Insp, NlC
Emergency Vehicle ACt $50 _
INSPECTION TOTAL~3D'"
G~D T'pTAL
'1. ./7.0'( '-"e-
'~ ~C/
$50
$15
$45
$30
per tent
$50
$50
$50
$50
$50
B
PERMITTOTAL~
PLANS TOTALQ1l1fj
FALSE ALARM
TOTAL!I
/"
Comments:
Date:
Ins~ctor:
JAN-08-2008 10:47
rROM-SHAI.eAUGH
F:~'. '
T-507
P.004/008 F-206
Fax.il13-7BD-D021 (!(l)..l.S
~~ r"l~m
7 I. <2
2604877991
City of.Zephyrhills Fire
'Permit Application
, _ . '-0'" Phone C:cntact far permit
Owoe" N.m. ~ _ J).! I. /(; h h y . .. _ _ . ] """.... pn"", Number [!j ~ ] I.u J 1 {795"'<
o.m,,.. "'.".. L ""330 2." +1,. r; f.. 2.f!!~ f.. r {, J !~ Ft . '3'3 S"tI'P - ;
"0 Slmp~ TWenoldet ".m. p~~es ~ V. ~r ~ J\I"r-H, ~ ; <fol1""ldet p,on. Num..,. . ;] C.J I' -
.: ~ :':-Id~ _reos ~ ~ 77:;"'; ~ ~.1--:::. ~"; ~ Gorp.. ~ ..,~ h ~ Cr 12 6' 3: :~:, _ ~ Jl ~;
. i 4_~;O 2.0-l-t."sf. ~c.pii';r,l,iIi$' Ft., 33s-4-01 Lot. l -:
~ .! . I ~_ ;=.~\__.1 P;*" I l!~';'~i~;.f~~~~J:
.D Bio-Hazanl waste Storage - ANNUAL 0 Fumigation Tent
o Comm. Exha~!t KItchen HcodJDLJet ' . 0 H~rdou" Matsrr.ll (TIer II Dr RQ Fac:ln~) ANNUAl.
o ConU'ollec:l Bum' '0 'HooCllnstallatlcn
D I!merganl4Y (:i.nanstor < 30 kw ' D LP/Natullill Gas-Installation
D Emergency Genef1ttQ(;o 3D lcw 0 L.P/NEltural Glilii-ANNUAL.Sale:
o Firs Protec:tlan' Maintsnan~ . ~NNU~L 0 Places of ASSembl~NUAl.
Sprtnkler 0 0 Recraatign;al Sum
Fife Alarm 0 . D ' Sparklers
HC&:ld Clean/9upp':~ion 0 ~ Sponkler System Installatlol'\$
Fire Alarm ln~ltallation D SlanOplpes (iprlnkler Sys)
Aref Pumps' fD Torch Roofing
Fire wanes 0 waste Tire S1Dn1ge A~NUAL
Flammllble Appllcallo"" ~NN'UAl..
B1:H80-0il20
Da~ Receil1ed
Job Acdress
D"
o
.0
D
o
o
l&lA;A.1i1 ~_~TV -
. ContractOr [ ,
Slgn~Il\lre
Adoress i
EI..ECTRICIAN,
Signature '.
'AddrQSS l
P~UMBER I
SIgnature
Aadress i
,r "T r . i
,] , , compilny \. .. y 1'1'1 J
_ R~gi5tereCl . _ FRe curretlt
,]J . ~=n:1 E -
_ Regls[ered Y I N _ I Fee curr~nr ,I
I Lu:en:>8 ~ l
] company ~
Ragistered I Y I N I Fee Current
1 .w'"""" I
: 1 . ~n;:':a I Y IN] Feo CutTent
ACldre:ss r : ] Ucense' I ' I '
, L:. __ " . ~--;o I Campan)' r ~8Avc,H f S"c:::>~ J l-.Po
~~~:ra I ~~ 7._~' Regl~ered [ Y J N:r FeeCurrent L ~J
~i;t~;~ili:/'t.4?~~~.t)~lA~~/~ ~~ r uce~c:' l ~.v'ff!?~J~~~ J.-
Fill aut application comPletely.. , , ' '. ' , '
Owner & Ccntnll::tar 51gn D8C~ a1 appllcjitico.'notanzed (Or, copy of lilsned con~c:t wi1n Qwner)
If over $2:10Q, a ND1ico gf CammenCillTleot Is reqUirad (MecnDnlcal work aver $5000)
SupPI1 '!Wo (2) sets of arawin9& wlth appliCilble documCln~tlon
Allow '0..14 Cla)'$1or~rilvlew flftElr suDmlttal datEs..
Fuel T",:nks ,
Other: I
If r "I ~".r1~1
.Ii 2.., ~ () ~O. Of)' t ValtJztion of Project
-
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y IN I
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MECMANICAL.[
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I Y I N I
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Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal
Kerry Barnett
Bus (813) 780-0041
Fax (813) 780-0044
January 16, 2008
I have reviewed and approved the plans for a sprinkler system addition located at 4330
20th Street. I have attached the comments for the plan approval. If there are any questions
please contact my office at 813-780-0041.
1. New installation shall compliant with the Florida Fire Prevention Code and
NFP A 13, 2007 Edition.
2. Sprinkler system shall be recertified once complete.
3, FDC shall be placarded so it is easily located in darkness,
4. FDC shall be a 5" Storz
5, FDC shall be within 150' ofa hydrant.
6. Ensure signage is placed at FDC for no parking or obstruction.
7. Ensure hydrants are marked with signage or pavement marked for no vehicles
or obstruction.
Inspections Required
1. Each system shall be pressure tested, (200 psi for 2 hours).
2. Acceptance TestlFinal. (done in conjunction with fire alarm final)
NWNA
4330 20TH STREET
ZEPHYRHILLS, FL 33542
SHAMBAUGH & SON, L.P, # 234319
FIRE PROTECTION
EQUIPMENT SUBMITTAL
FIRE PROTECTION DIVISION
24 HOUR SERVICE
(260) 487-7777
NOVEMBER 20, 2007
INDEX
1. FNW FIG. 410 BRASS BALL VALVE
2. KENNEDY 641S WALL POST INDICATOR
3, VICTAULlC 705-W GROOVED BUTTERFLY VALVE
4. VIKING EASY RISER SWING CHECK VALVE
5. AGF 1011 TESTanDRAIN
6. SCHEDULE 10 & SCHEDULE 40 BLACK SPRINKLER PIPE
7, PERMABOND ANAEROBIC PIPE SEALANT
8. VICTAULlC FIRELOCK FITTINGS
9, VICTAULlC 005 FIRELOCK RIGID COUPLINGS
10, VICT AULlC 50 CONCENTRIC REDUCERS
11. VIKING MODEL K17 ESFR PENDENT SPRINKLERS
12. POTTER VSR-F FLOW SWITCH
1 a, ERICO #100 SWIVEL LOOP HANGERS
14. ERICO #15 SWIVEL LOOP HANGERS
15. ERICO #455 SPLIT RING HANGERS
16, ERICO #300 MALLEABLE IRON BEAM CLAMPS
17, ERICO #520 RISER CLAMPS
18. POWERS STEEL DROP-INS
19. POWERS HOLLOW SET DROP-INS
20. POWERS POWER-BOLT
21. POWERS POLWER-STUD
Figure 410
BRASS BODY BALL VALVES
FNWW
2 PC FULL PORT* 600 WOG
Features:
. Threaded Connection
. 600 WOG
. 150 WSP
. Full Port *
. PTFE Seats
. Meets MSS SP-11 0 Standards
. NSF-61 Approved (Up to 2")
. UL Approved (Up to 2")
. FM & CSA Approved
(1/2" to 2" only)
. Blow-out Proof Stem
. Adjustable Packing
* 4" Valve is Standard Port
600
,
\
,
\
~
V <8>@~l
1/2"102" C US
Ace 10 NSF 61
Up 11.,:::
i9 500
u.;
~ 400
i!!
::l
~ 300
Q)
c:
200
100
o 50 100 150 200 250 300 350 400 450
Temperature (F)
Figure Number Matrix
F N W 4 1 0 Size
-r=r
SIZE CODES
1=G 2.1/2=L
1.1/4=H 3=M
1.1/2=J 4=P
2=K
1/4 = B
3/B=C
1/2 = D
3/4 = F
4120 NE Columbia Blvd. - Portland, Oregon USA 97211
Phone: 503-287-8383 - Fax: 503-281-9677 - www.fnwvalve.com
FNW"
E~-
Figure 410
BRASS BODY BALL VALVES
2 PC FULL PORT* 600 WOG
I
-+-
I
3
....~-l
@I
/ --==It
I
I
H
r
- -~ 0 JJ--------~-~----~
_ _____J
L
Dimensions (Inches) & Weights
Standard Materials
SIZE 00 E L H Wt (LbsJ
1/4 0.40 3.36 1.84 1.48 0.31
3/8 0.40 3.36 1.84 1.48 0.31
1/2 0,51 3,36 2.20 1.56 0.40
3/4 0,80 4,72 2.56 2,00 0,79
1 1,00 4.72 3,04 2.16 1.19
1-1/4 1,28 5.36 3.48 2,64 1,92
1-1/2 1.52 5.36 3.72 2,80 2,60
2 2,00 8.00 4.40 3,52 4.37
2-1/2 2.52 8.00 5.24 3.92 6.46
3 3.00 8,00 6,00 4.24 7.34
4 3,00 8.00 6.56 4,24 10.8
DOC: FNWBV41 007 Ver. 4/07
Ref. No, Description Material Qtv
1 Body B124-C37700 (1/2" - 1-1/2") 1
B584-C85700 (2" & Uo)
2 Ball B16-C36000 (1/2" - 3/4") 1
BI24-C37700 (1" & Up)
3 End Cap B124-C37700 1
4 Seat PTFE 2
6 Stem B 16-C36000 1
7 Stem Packino PTFE 1 Set
8 Handle A283-D 1
9 Handle Cover Plastic 1
11 Packinq Gland B16-C36000 f-L
13 Handle Nut AISI-1010 1
@2007 . FNW, All rights reserved,
The FNW logo is a registered trademark of Ferguson Enterprises, Inc.
The contents of this publication are presented for information purposes only, and whiie effort has been made to ensure their accuracy, they are not to be construed as warranties or guarantees,
expressed or implied. regarding the products or services described herein or their use or applicability, All sales are governed by our terms and conditions, which are available on request. We
reserve the right to modify or improve the designs or specifications of our products at any time without notice, Always verify that you have the most recent product specifications or other
documentation prior to the installation of these products,
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SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
The Series 705W butterfly valve features an approved weatherproof actuator housing
approved for indoor or outdoor use. It has a ductile iron body and disc with EPDM disc
coating, The body is coated with a heat fused polyphenylene sulfide blend to meet FM
requirements, Designed for fire protection services only, Series 705W valve is UL Listed
and FM Approved for 300 psi/2065 kPa service. Contact Victaulic for details of agency
approvals.
WEATHERPROOF ACTUATOR
Supervisory switches that monitor the valve in the fully open or fully closed position for
valves are available 2'12 - 12"/65 - 300mm pre-wired (PW).
OPTIONAL SUPPLY-SIDE TAP
Series 705W valves are available with a \12' (for 2 'h', 76.1 mm and 3' sizes) or W (4-
12"/100 - 300mm sizes) NPT supply side tap designed to allow direct water supply
connection to Victaulic FireLock actuated fire protection valves, See separate drawings
below, This is an optional feature and must be clearly noted on all orders, 1,4' tap avail-
able by special order. Contact Victaulic for additional information on tapped valves.
MATERIAL SPECIFICATIONS
Body: Ductile iron conforming to ASTM A-536, coated with polyphenylene sulfide blend,
Disc: Ductile iron conforming to ASTM A-536, various grades. EPDM coated,
Disc Coating:
. Grade "E" EPDM
EPDM (Green color code), Temperature range -300F to +2300F/-340C to +1100C,
Recommended for cold and hot water service within the specified temperature range plus a
variety of dilute acids, oil-free air and many chemical services. UL classified in accordance
with ANSI/NSF 61 for cold +860F1+300C and hot +1800F/+820C potable water service. NOT
RECOMMENDED FOR PETROLEUM SERVICES.
Stem Bearings: Teflon impregnated fiberglass with stainless steel backing.
Stem Bearing Nuts: Type 416 Stainless Steel.
Tap Plug: Carbon steel, plated,
O-Ring: EPDM
Bracket: Carbon steel, painted.
Actuator:
. 2Y.. - 8"/65 - 200mm: Bronze traveling nut on a steel lead screw, in a ductile iron housing.
. 10 - 12"/250 - 300mm: Steel worm and cast iron quadrant gear, in a cast iron housing.
JOB/OWNER CONTRACTOR ENGINEER
System No. Submitted By Spec Sect Para
Location Date Approved
Date
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VICTAUllC IS A REGISTERED TRADEMARK OF VICTAUllC COMPANY. C> 2006 VICTAUllC COMPANY, ALL RIGHTS RESERVED, PRINTED IN THE USA,
~~~~.!.~!?'
HEV F
JO,18 1
10.18
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
MATERIAL SPECIFICATIONS
Handwheel:
21/1-4 3,0
65 - 100 76,2
5 6 4.5
125 - 150 114.3
8 160mm
200
10 -12 9
250 - 300 225
125
200
250
'VdS version not UL Listed, FM Approved or LPCB Approved,
www.victaulic.com
VICTAUUC IS A REGISTERED TRADEMARK OF VICTAUUC COMPANY, (1;) 2006 VICTAUlIC COMPANY, ALL RIGHTS RESERVED, PRINTED IN THE USA,
~~~~!-,J~i~'
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
<8> !LPcsl
2,875 3.77 8.76 6,08
730 95,6 222,5 1544
3,000 3.77 8.76 4.21 6,08 3.CJO
76,1 95,6 222.5 106,9 1544 7U
3.500 3.77 940 0,08 4,21 608 3,00
88,9 95,6 238,8 2,0 106,9 1544 76.2
4.500 4,63 10,84 007 601 6,98 3.00
114,3 1176 275.3 1.8 152.7 177.3 76,2
5.500 5,88 12.38 0.43 6,0] 8.57 4.50
139.7 1494 314.5 10,9 152.7 2177 114,3
5 5.563 5.88 12.38 043 6,01 3,57 4.50
125 141.3 1494 314.5 10,9 152,7 2177 114,3
165,lmm 6.500 5.88 13.41 1.00 7.51 9,32 4.50
165,1 149.4 3"0,6 25.4 190.8 236.7 114.3
6 6,625 5.88 13.41 1,00 751 9.32 4.50
150 168.3 149.4 340,6 25.4 190.8 236.7 114.3
8 8,625 5.33 16.50 1,27 9,65 10,98 6.30
219,1 1354 419,1 32.3 245,1 278.9 160,0
10 10.750 640 19,14 1.72 12.20 16,19 9,00
250 273.0 162,6 486.2 43.7 309,9 411.2 228.6
12 12.7 50 6.50 21.54 2,66 14,25 1722 9,00
300 323,9 165,1 5471 67,6 362,0 4374 228,6
10.18
0.00 .
0,0 *
0.73
18.5
8.3
3.8
8.3
3.8
8,9
4,0
14,9
6.8
21.0
9.5
21.0
9.5
26.5
12,0
26.5
12.0
43.0
19,5
80,0
36.3
102,0
46.3
1,60
40,6
1.60
40,6
000 .
00*
1.88
47,8
1.88
478
0,68
\7,3
. On Centerline
* These dimensions apply only to a Series 70SW Butterfly Valve with a y,-inch NPT, supply-side tap
1, To prevent rotation of valves, it is recommended that Series 705W be inlitalled with Victaulic Style 07 Zero-Flex.. Style 005 FireLock, Style 009/009V FireLock
OZ, or Style HP-70 Rigid (ouplings,lfVictaulic flexible couplings are used. additional support may be required.
2, Valve must not be installed with disc in full open position, Disc must be partly closed so that no part is protruding beyond end of valve body,
3, Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not permitted for use with plain end (IPS) pipe,
4, Series 705W valves are designed for ambient weather conditions as opposed to submersible service,
I
i
LA
..
L
N
2'h - 4-INCH'65 - lOO-MM SIZES
5 - 12-1NCH/125 - 300-MM SIZES
plJ
www.victaulic.com
VICTAULlC IS A REGISTERED TRADEMARK OF VICTAULlC COMPANY, e 2006 VICTAULlC COMPANY ALL RIGHTS RESERVED, PRINTED IN THE USA,
HEV' F
{ctaulic.
V!!:.."""._._""'''.-_..__.'''
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
DIMENSIONS - 8
10.18
2Y,
65
76,1 rnm
165,1mm
6
150
8
200
10
250
12
300
2,875 3.77 8.76 4,21 6,08 4,92
73.0 95,6 222.5 106,9 154.4 125
3,000 3.77 8.76 4.21 608 4,92
76,1 95,6 222.5 106,9 154.4 125
3,500 3.77 940 0,08 421 608 4,92
88,9 95,6 238.8 2,0 106,9 154.4 125
4.500 4,63 10,84 007 6,01 6,98 4,92
1143 1176 275,3 1.8 152.7 177.3 125
5.500 5.88 12.38 043 601 8.57 787
139.7 149.4 314.5 10,9 152.7 217.7 200
5.563 5,88 12.38 0.43 601 8.51 7.87
1413 149.4 314.5 10,9 152.7 217.7 200
6.500 5.88 13.41 1.00 1.51 932 7,87
165,1 149.4 340,6 25.4 190,8 236,7 200
6,625 5,88 13.41 1,00 7.51 9.32 7,87
168,3 149.4 3406 25.4 190,8 236.7 200
8,625 5.33 16,50 1.27 9,65 10,98 9,84
219,1 135.4 4191 32.3 245,1 278,9 250
10.750 6.40 19,14 1.72 12.20 16,19 9,84
273,0 162,6 486,2 43.7 309,9 411,2 250
12.750 6,50 21.54 266 14.25 1722 9,84
323,9 165,1 547.1 67.6 362,0 437.4 250
0,00 .
0,0'
0,00 .
0,0 .
0,00 '
OW
0.73
18,5
1.60
40,6
1,60
40,6
000 .
0,0 .
0.75
191
0,75
19,1
075
19,1
1,13
28.7
188
478
1,88
47.8
0,68
17.3
8.3
3.8
8.3
3,8
8.9
4,0
149
6,8
210
9.5
210
9,5
265
no
265
120
430
195
80,0
36,3
102,0
46.3
, On Centerline
* These dimensions apply only to a Series 70SW Butterfly Valve with a Yrinch NPT, supply-side tap
1. To prevent rotation of valves, it is recommended that Series 70SW be installed with Victaulic Slyle 07 Zero-Flex., Style 005 FireLock, Style 009/009V FireLock
FZ, or Style HP-70 Rigid Couplings, If Victaulic flexible couplings are used, additional support may be required
2, Valve must not be installed with disc in full open position, Disc must be partly closed so that no part is protruding beyond end of valve body,
3, Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only, Not permitted for use with plain end (IPS) pipe,
4, Series 70SW valves are designed for ambient weather conditions as opposed to submersible service,
J
L,-_
21'; - 4-INCH/65 - lOO-MM SIZES
5 - 12-INCH/125 - 300-MM SIZES
www.victaulic.com
VICTAULlC IS A REGISTERED TRADEMARK OF VICTAULlC COMPANY.@ 2006 VICTAULlC COMPANY, ALL RIGHTS RESERVED PRINTED IN THE USA
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~~~~,Iir::'
10.18
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
PERFORMANCE
The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feet/meters of
straight pipe.
2,875 5 6.500 8
73.0 1.6 165,1 2.5
76,1 mm 3,000 5 6 6,625 8
76,1 1.6 150 168,3 2.5
3 3.500 5 8 8,625 11
80 88.9 1.6 200 219,1 3.4
4 4,500 12 10 10.750 12
100 114.3 3.7 250 273.0 3.7
5.500 12 12 12.750 14
139.7 3.7 300 323.9 4.3
5 5,563 12
125 1413 3,7
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VICTAUlIC IS A REGISTERED TRADEMARK OF VICTAUlIC COMPANY, Cl 2006 VICTAUlIC COMPANY ALL RIGHTS RESERVED, PRINTED IN THE USA,
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10,18 :>
10.18
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
PERFORMANCE
Cv values for flow of water at +60oF/+160C with a fully open valve are shown in the table below, For
additional details, contact Victaulic.
Formulas for Cy Values:
/lP = 0'
C:
Where:
o = Flow (GPM)
tiP = Pressure Drop (psi)
C, = Flow Coefficient
o = C, x JiP
325 139.7 mm 1150
76,1 mm 325 5 1150
125
3 482 165,1 mm 6.500 1850
80 165,]
4 4.500 600 6 6,625 1850
100 114.3 150 168.3
8
200
10
250
12
300
3400
5750
8300
Formulas for Ky Values:
tiP = 0'
K,
o = K, x IN;
Where:
o = Flow (8')
/lP = Pressure (har)
K, = Flow Factor
76,1 mm ;'80 5 5.563 995 10 4975
125 141,3 250
3 415 165,1 mm 6.500 1600 12 12.750 7180
80 165,1 300 323.9
4 4.500 520 6 6,625 1600
100 114.3 150 168.3
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VICTAUUC IS A REGISTERED TRADEMARK OF VICTAUUC COMPANY, <0 2006 VICTAUUC COMPANY, ALL RIGHTS RESERVED, PRINTED IN THE USA"
~!:,~~.~.ir:::.
STEEl
PEDTE<:"nON
10.18
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
SWITCH AND WIRING
1. The supervisory switch contains two, single pole, double throw, pre-wired switches,
2, Switches are rated:
10 ar~ps @ 125 or 250 VAC/60 Hz
0:,0 amps @ 125 VDC
0,25 amps @ 250 VDC
3. Switches supervise the valve in the "open" position,
4, One switch has two #18 MTW wires per terminal, which permit complete supervision of leads
(refer to diagrams and notes below), The second switch has one #18 MTW wire per termll,al.
This double circuit provides flexibility to operate two electrical devices at separate locations,
such as an indicating light and an audible alarm, in the area that the valve is installed.
5. A #14 MTW ground lead (green) is provided.
Switch #1 = Sl For connection to the supervisory circuit of a UL
Listed alarm control panel
Switch #2 = S2 Auxiliary switch that may be connected to auxiliary
devices, per the authority having jurisdiction
S1
{
{
Normally Closed: (2) Blue
Common: (2) Yellow
52
Normally Closed: Blue with Orange Stripe
Normally Open: Brown with Orange Stripe
Common: Yellow with Orange Stripe
COND;.!1
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~ou"co"'(Jm;
':>',/-;11(1-'
CQ'IIA(l'.tAf,N(,
iO,\,\TolSM;D
)~,(lV,\C
OY,ATi2SV:=<,
O}'ji'IhOI,r,X-
J'
VOlTt,0f:;[IUR((
Swltc:h1:]lel>d5~rterrninal
Swltth2:11l"adperterminal
NOTE: The above diagram shows a connection between the common terminal (yellow - Sl and
yellow-with-orange stripe - S2) and the normally closed terminal (blue - Sl and blue-with-orange
stripe - S2), In this example, the indicator light and alarm will stay on until the valve is fully open,
When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires
(e.g. brown with orange stripe).
Only Sl (two leads per terminal) may be connected to the fire alarm control panel.
The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary
switch per NFPA 70 (NEC).
www.victaulic.com
VICTAULlC IS A REGISTERED TRADEMARK OF VICTAUlIC COMPANY, <<:> 2006 VICTAUlIC COMPANY, ALL RIGHTS RESERVED, PRINTED IN THE USA,
~taulic'
V.i_~"""""^.....,_y.,..___:...".~",,,
HEV f
SERIES 705W
WITH WEATHERPROOF ACTUATOR FOR 300 PSI SERVICE
WARRANTY
Refer to the Warranty section of the current Price List or contact Victaulic for details,
NOTE
This product shall be manufactured by Victaulic or to Victaulic specifications, All products to be
Installed in accordance with current Victaulic installation/assembly instructions, Victaulic reserves the
right to change product specifications, designs and standard equipment without notice and without
incurring obligations.
INSTALLATION
Reference should always be made to the installation sheet included with the valve, Verify you have
the latest revision by visiting our website at www.victaulic.com. Further reference can be found in the
1-100 Victaulic Field Installation Handbook,
III ~lIImlmlllllll.IIUIIII"
WCAS-6LUPQL
For complete contact information, visit www.victaulic.com
10.18 2466 REV F UPDATED 1212006
VICTAULlC IS A REGISTERED TRADEMARK OF VICTAULlC COMPANY, ~ 2006 VICTAULlC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA
~~~.~.I~~'
February 16, 2007
Check Valve 815a
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EASY RISER@ SWING
CHECK VALVE
MODELS E-1 & F-1
1. DESCRIPTION
The Viking Easy Rise~ Swing Check Valve is a general purpose rubber-faced check valve ap-
proved for use in fire service systems. The valve is for use in wet system risers, preaction system
risers and wherever a check valve with a drain connection and gauge connections can be utilized.
When used with a flow switch on wet pipe systems not requiring a mechanical alarm, the Easy
Rise~ Swing Check Valve may replace an alarm check valve.
1-A Features
1. Ductile iron body for less weight and extra strength.
2. Rated to 250 psi (17.2 bar) water working pressure.
3. Rubber-faced clapper hinged to access cover for quick removal and easy servicing. All
moving parts can be serviced without removing the valve from the installed position.
4. With the cover/clapper assembly removed, clapper rubber replacement requires removal
of only one screw.
5. Valve housing tapped for inlet and outlet pressure gauges, and system main drain.
1-B Accessories
1. 250 PSI (17.2 bar) Trim Packages
Trim Packages include:
A. All necessary nipples and fittings
B. Main Drain Ball Valve
C. Necessary gauges
2. 175 psi (12 bar) ESFR Preprimed Preaction System Trim for use when the F-1 Easy Riser Check Valve is installed with
the ESFR Cold Storage System.
3, 175 psi (12 bar) ESFR Bypass and Drain Trim for use when the F-1 Easy Riser Check Valve is installed with the ESFR
Cold Storage System. .
2. LISTINGS AND APPROVALS:
For Cold Storage application, use Easy Riser Preprimed Preaction Trim and Bypass and Drain Trim,
UL - HMER
cUL
FM Approved - Single Check Valves
NYC Department of Buildings - MEA 89-92-E, Vol. XI
VNIIPO
CE - Pressure Equipment Directive 97/23/EC
see page 48a-d.
Viking Technical Data may be found on
The Viking Corporation's Web site at
http://www.vikingcorp.com .
The Web site may include a more recent
edition of this Technical Data Page.
3. TECHNICAL DATA
Specifications:
Standard Flanged Connections: ANSI B16.42 Class 150 (mates with ANSI Class 125 and Class 150 flanges).
Standard Grooved Connections: ANSI/A\NVVA C606
Drain outlet: 2-1/2" and 3" valves - one 1-1/4" (32 mm) NPT; 4", 6" & 8" valves - 2" (50 mm) NPT
Gauge Outlets: two 1/4" (8 mm) NPT
Other Outlets: two Yz" (15 mm) NPT
Systems with water working pressures above 175 psi (12 bar) may require extra-heavy pattern fittings. Viking Easy Riser4l> Swing
Check Valve flanges are Ductile Iron ANSI B16.42, Class 150, with a maximum water working pressure of 250 psi. ANSI B16.42,
Class 150 flanges are NOT compatible with ANSI Class 250 or Class 300 flanges. To mate the Easy Rise~ Swing Check Valve
with ANSI Class 250 or Class 300 flanges, use the grooved-inletlgrooved- outlet style installed with listed grooved/flanged adapters
of the appropriate pressure rating. For piping with grooved connections, the grooved-inlet and/or grooved- outlet style Easy Riser@
Swing Check Valve may be installed with listed grooved couplings of the appropriate pressure rating.
FOR THE VIKING ESFR COLD STORAGE SYSTEM:
. Uses only 4",6", or 8" size Model F-1 Easy Riser Check Valve
. Uses Easy Riser Preprimed Preaction Trim and Bypass and Drain Trim (refer to data page 48 a-d for trim sets used in this
application ).
. Uses the Viking Automatic Pressure Control System
. System is designed so maximum operating pressures of the system do not exceed 175 PSI (12 bar).
Form No, F _011189
Revised page replaces page 815 a-f dated August 31, 2006
(Added Pre action Trim Chart)
Check Valve 815b
February 16,2007
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TECHNICAL DATA
EASY RISER@ SWING
CHECK VALVE
MODELS E-1 & F-1
J
. Refer to technical data pages 47 a-c - Automatic Pressure Control System
Material Standards:
Refer to Figure 1
4. INSTAllATION
FOR THE VIKING ESFR COLD STORAGE SYSTEM, REFER TO DATA PAGE 45 a-j FOR INSTRUCTIONS ON PLACING THE
SYSTEM IN SERVICE.
The Easy Risef'1ll Swing Check Valve must be installed in an area not subject to freezing temperatures or physical damage. When
corrosive atmospheres and/or contaminated water supplies are present, it is the owner's responsibility to verify compatibility with
the Easy Risef'1ll Swing Check Valve, trim, and associated equipment.
Prior to installing the valve, thoroughly flush the water supply piping to verify that no foreign matter is present.
The Easy Risef'1ll Swing Check Valve may be installed in the vertical position with direction of flow up, or in the horizontal position
with the access cover up.
1. Remove all plastic thread protectors from the openings of the Easy Risef'1ll Swing Check Valve.
2. Apply a small amount of pipe-joint compound or tape to the external threads of all pipe connections required. Take care not to
allow any compound, tape, or other foreign matter inside any of the nipples or openings of the valve or trim components,
3, Easy Risef'1ll Swing Check Valve Trim Charts are provided with Trim Packages and in the Viking Engineering and Design Data
book.
4. Verify that all system components are rated for the water working pressure of the system,
Hydrostatic Test:
The Easy Risef'1ll Swing Check Valve is manufactured and listed for use at a maximum water working pressure of 250 psi (17 .2bar).
The valve is factory tested at 500 psi (34,5 bar), Easy Riser@) Swing Check Valves may be hydrostatically tested at 300 psi (20,7
bar) and/or 50 psi (3,5 bar) above the normal water working pressure for limited periods of time (two hours) for the purpose of ac-
ceptance by the Authority Having Jurisdiction, If air testing is required, do not exceed 40 psi (2,8 bar) air pressure,
5. OPERATION (Refer to Figure 1)
Water flowing through the Viking Easy Risef'1ll Swing Check Valve lifts rubber-gasketed clapper (8 and 9) off the seat (12) and
flows into the sprinkler piping. When flow through the valve stops, the clapper (8) closes quickly. Rubber gasket (9) forms a tight
seal against brass water seat (12), trapping pressurized water above the clapper and preventing reverse flow from the sprinkler
piping
6. INSPECTIONS, TESTS AND MAINTENANCE
FOR THE VIKING ESFR COLD STORAGE SYSTEM, REFER TO DATA PAGE 45 a-j FOR INSPECTIONS AND TESTS
NOTICE: THE OWNER IS RESPONSIBLE FOR MAINTAINING THE FIRE-PROTECTION SYSTEM AND DEVICES IN PROPER
OPERATING CONDITION,
The Viking Easy Risef'1ll Swing Check Valve and trim must be kept free of foreign matter, freezing conditions, corrosive atmos-
pheres, contaminated water supplies, and any condition that could impair its operation or damage the device.
It is imperative that the system be inspected and tested on a regular basis. The frequency of the inspections may vary due to
contaminated water supplies, corrosive water supplies, and corrosive atmospheres. For minimum maintenance and inspection
requirements, refer to NFPA 25. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and in-
spection requirements that must be followed.
WARNING: ANY SYSTEM MAINTENANCE WHICH INVOLVES PLACING A CONTROL VALVE OR DETECTION SYSTEM OUT
OF SERVICE MAY ELIMINATE THE FIRE-PROTECTION CAPABILITIES OF THAT SYSTEM. PRIOR TO PROCEEDING, NO-
TIFY ALL THE AUTHORITY HAVING JURISDICTION. CONSIDERATION SHOULD BE GIVEN TO EMPLOYMENT OF A FIRE
PATROL IN THE AFFECTED AREAS.
6-A. Five-Year Internal Inspection
Internal inspection of check valves is recommended every five years unless inspections and tests indicate more frequent
inspections are required, (Refer to Figure 1)
1. Notify the Authority Having Jurisdiction, remote station alarm monitors, and those in the area affected that the system will
be taken out of service, Consideration should be given to employment of a fire patrol in the affected areas.
2. Close the water supply main control valve, placing the system out of service,
3, Open the main drain. If necessary, open the system test valve to vent and completely drain the system.
4. Use the appropriate wrench to loosen and remove cover screws (14), and remove cover/clapper assembly (2-11),
February 16, 2007
Check Valve 815c
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EASY RISER@ SWING
CHECK VALVE
MODELS E-1 & F-1
5, Inspect water seat (12), Wipe away all contaminants, dirt, and mineral deposits, Do not use solvents or abrasives.
6. Inspect cover/clapper assembly (2-11) and cover gasket (13), Test hinged clapper (8) for freedom of movement. Renew
or replace damaged or worn parts as required. CAUTION: NEVER apply any lubricant to seats, gaskets, or any internal
operating parts of the valve. Petroleum-based grease or oil will damage rubber components and may prevent proper op-
eration,
7. When internal inspection of the Easy Rise~ Swing Check Valve is complete, perform step 6 of paragraph 11.
MAINTENANCE to re-install cover/clapper assembly (2-11),
6-8. Maintenance (Refer to Figure 1)
FOR THE VIKING ESFR COLD STORAGE SYSTEM, REFER TO DATA PAGE 45 a-j FOR MAINTENANCE
INSTRUCTIONS.
1, Perfonn steps 1 through 5 of paragraph 1 O-A FIVE-YEAR INTERNAL INSPECTION.
2. To remove clapper rubber (9):
A. Use the appropriate wrenches to loosen and remove button-head socket screw (11), hex nut (6), sealing washer (7),
and rubber retainer (10).
B. Remove the clapper rubber (9) for inspection. If the clapper rubber shows signs of wear, such as cracking, cuts, or
excessively deep grooves where the rubber contacts the water seat, replace the rubber.
3. To re-install clapper rubber (9):
A. Place the clapper rubber (9) over the center hub of the rubber retainer (10).
B. Position the retainer (10) (with rubber in place) against the clapper (8) as shown in Figure 1.
C, Replace and tighten the button-head socket screw (11), sealing washer (7), and hex nut (6). The sealing washer (7)
must be located on the top side of the clapper (8) as shown in Figure 1. DO NOT over-tighten.
4. To remove clapper (8), and/or hinge pin (4):
A. Ri:rnove the hinge pin retaining rings (5) to free the hinge pin (4) for removal. After the hinge pin (4) is removed, the
clapper (8) can be removed.
5. To re-install clapper (8) and/or hinge pin (4):
A. Verify that the clapper rubber (9) is in good condition and that it is properly installed.
B. Position the clapper (8) with the elongated hinge holes aligned between the holes of the hinge bracket welded inside the
cover (2). The system (top) side of the clapper (8) must face the direction indicated by the flow arrow stamped inside
the cover (2).
C. Insert the hinge pin (4) through the holes at one end of the hinge assembly. Continue to push the hinge pin (4) through
the holes at the remaining end of the hinge assembly,
D. Re-install the hinge pin retaining rings (5).
6. To re-install cover/clapper assembly (2-11):
A. Verify that the cover gasket (13) is in position and that it is in good condition.
B. Slide the cover/clapper assembly (2-11) into the Easy Rise~ Swing Check Valve so the clapper rubber (9) contacts the
water seat (12).
C. Replace cover screws (14). Use the appropriate wrench to cross- tighten all cover screws to the torque values shown
in Table 2 for the valve used. DO NOT over- tighten.
7. AVAILABILITY
The Viking Easy Rise~ Swing Check Valve is available through a network of domestic and international distributors. See the Viking
Corp. Web site for closest distributor or contact The Viking Corporation.
8. GUARANTEES
For details of warranty, refer to Viking's current list price schedule or contact Viking directly.
Check Valve 815d
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Description
Flange/Flange
Flange Drillin
ANS
ANS
ANS
ANSIIJapa
ANSI/Japa
ANSi/Japa
PN10/1
PN10/1
PN10/1
PN1
PN1
Flange/Groove
Flange Drilling / Pip
0,0
ANSI/89m
ANSI/114m
ANSI/168m
ANSI/219m
PN10/16/89m
PN10/16/114m
PN10/16/165m
PN10/16/168m
PN10/219m
PN16/219m
Part Number
08505
08508
08511
09039
09385
14023
08796
08797
08835
08836
12355
10 ft (3,lm)
13 ft. (4,0 m)
20 ft, (6,0 m)
13ft. (4,0 m)
20 ft, (6,0 m)
23 ft, (7,0 m)
10ft (3,lm)
13 ft, (40 m)
20 ft. (6,0 m)
23 ft, (7,0 m)
23 ft. (7,0 m)
February 16,2007
EASY RISER@SWINJ
CHECK VALVE
MODELS E-1 & F-1
Shipping
Weight
35 Ibs, (16 kg)
27 Ibs. (12 kg)
75 Ibs. (34 kg)
27 Ibs. (12 kg)
75 Ibs, (34 kg)
119 Ibs, (54 kg)
35 Ibs. (16 kg)
27 Ibs. (12 kg)
75 Ibs. (34 kg)
119 Ibs, (54 kg)
119 Ibs, (54 kg)
08506 10 ft, (3.1m) 27 Ibs. (12 kg)
08509 13ft, (4,0 m) 37 Ibs, (17 kg)
08512 20 ft, (6,0 m) 64 Ibs. (29 kg)
08515 23 ft, (7.0 m) 119 Ibs, (54 kg)
12648 10ft (3,1m) 27 Ibs, (12 kg)
12649 13ft, (4,0 m) 37 Ibs, (17 kg)
12652 20 ft. (6.0 m) 64 Ibs, (29 kg)
08512 20 ft, (6,0 m) 64 Ibs, (29 kg)
12651 23 ft, (7,0 m) 119 Ibs, (54 kg)
12650 23 ft, (7,0 m) 119 Ibs, (54 kg)
07929 6ft, (l,8m) 16 Ibs (7kg)
08507 10 ft, (3.1m)
08510 13ft, (4,0 m)
12356 20 ft, (6.0 m)
08513 20 ft, (6,0 m)
08516 23 ft, 7,0 m
Table 2 - Torque Values for
Easy Riser Swing Check Valve
Cover Screws
Valve Screw Torque
Size Size Value
2-1/2" 3/8"-16 19 ft-Ib
(ON65) H.H.C. (2.63 kg-m)
3" 3/8"-16 19 ft-Ib
(ON80) H,H.C. (2.63 kg-m)
4" 3/8"-16 19 ft-Ib
(ON100) H.H,C. (2.63 kg-m)
-~
6" W'-13 45 ft-Ib
(ON150) HHC, (6.23 kg-m)
8" 5/8"-11 93 ft-Ib
(ON200) H.H.C. (12.9 kg-m)
February 16, 2007
Check Valve 815e
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EASY RISER@ SWING
CHECK VALVE
MODELS E-1 & F-1
B
SIZE A 8 C 0 E F I G**
2-1/2" 9" 4-1/2" 2-5/8" 2" 2" Fig/Fig & Flg/Gn
(ON65) (228,6) (114,3) (66.7) (SO.8) (50.8) Not Available
3" 0-1/8" 4-3/4" 2-3/4" 2" 2" 7-1/2" 3/4"
(ON80) (257) (120.7) (69.9) (50.8) (50.8) (190,5) (19,05)
4" 0-5/8" 5-3/16 3-3/8" 2-1/8" 2-1/4" 9" 15/16"
(ON100) (269,9) (131.8) (85.7) (54.0) (57.2) (228.6) (23.81 )
6" 3-3/8" 6-3/4" 4-3/8" 2-1/4" 2-1/4" 1'" 1"
(ON150) (346.1) (171.5) (111.1 ) (57.2) (57.2) (279.4) (25.4)
8" 17" 8-3/4" 5-3/8" 2-1/2" 2-7/8" 13-1/2" 1-1/8"
(ON200) (431.8) {222.3} 136,5} (63.5) (73.0) (342,9) (28.58)
Dimensions shown In parentheses are millimeter.
.... 4". 6". and 8" valves are manufactured with sculptured flanges.
Dimension indicates thickness of flange at bolt holes.
r
Figure 1 - Replacement Parts
ITEM
NO,
E-1
2-1/Z"
(DN65)
PART NUMBER
F-l F-1 F-1
3" 4" 6"
(DNSO (DN100) (DN150)
E.1 &
F.1
S"
(DNZOO)
NO, REQ'D
DESCRIPTION
MATERIAL
Body
1:2" 3" 4" 6" 8"
1
2
Cover Assembly
6
Bushin
Cia er Hin e Pin
Hin e Pin Retainin Rin
Clapper Hex Jam Nut #10-24 UNC
Cia er Hex Jam Nut 3/8"-24 UNF
Cia er Hex Jam Nut %"-20 UNC
ealin Washer
3
4
5
7
8
9
10
11
Stainless Steel, UNS-S30400
Stainless Steel, UNS-S30400
Stainless Steel, UNS-S30400
Brass UN . 84400
BR Rubber
Steel, Zinc Plated
Plu
Steel, Zinc Plated
Steel, Zinc Plated
Steel
14
ub-Assembl listed below,
SUB-ASSEMBLIES
Maintenance Kit - Includes Water Gauges
Replacement Rubber Kit
Replacement Rubber Kit
Check Valve 815f
February 16,2007
\lIKlNGj@
EASY RISER@ SWING
CHECK VALVE
MODELS E-1 & F-1
1/4 x 4
Side ~(101'6)
Outlet
Globe valve~
Water ~J I
Gauge
1/4 Plug A'
Side Outlet
Globe Valve
Water ~
Gauge ~ "J
Water
Gouge ~~) 1/4 Plug
1/4 Plug ~ 1/4 x 4
~ ~ (101,6)
~SI~~eO~~:~~ ~. ~
Side Outlet
Globe Valve
1/4 x 4 ,
(101,6) ""'-,
""'-,
For ESFR Cold Storage Systems,
use Preprimed Preaction Trim and
Bypass and Drain Trim. See page
48a-d for trim arrangements,
Water
Gauge
TO ORAIN
3" 1-1/4 x 2
(50,8)
4',6",8" 2 x 2-1/2
(63,5)
3"
1-1/4 Ball Valve
4",6',8"
2" Ball Valve
(Normally
Closed)
TO DRAIN
2-1/2" MODEL E-1
EASY RISER CHECK VALVE
TRIM CHART
3",4",6", & 8" MODEL F-1
EASY RISER CHECK VALVE
TRIM CHART
Figure 2
Note 1: 300 psi (20.7 bar) water pressure gauges are provided with trim. 600 psi (41.4 bar) water pressure gauges are available.
Order separately when needed*, Refer to Viking's current price schedule.
* NFPA 13 requires gauges to have a minimum limit not less than twice the normal water working pressure at the point where th
gauges are installed, When normal water working pressure exceeds 150 psi (10,3 bar), order 600 psi (41.4 bar) water pressur
gauges separately.
Note 2: System Drain Ball Valve is UL Listed and FM Approved for 250 psi (17,2 bar) water working pressure,
February 16, 2007
'JIKlNGi@
AI,.. Gnuge
1/4' Pipe
Plug
1-114. )( 2-
(50.8)
1-1/4'
Do.U Vo.lve
2-1/2" CDN6S1 MODEL E-I
EASY RISER PREACTIDN
TRIM CHART
Part No. 13776
~
TOP VIEW Z-I/Z"
~ODEL E -I EASY RISER
CHECK VALVE
FRONT VIEW Z-I/Z'
WCDEl [-1 EASY RISER
CHECK VALVE
Check Valve 8159
EASY RISER@ SWING
CHECK VALVE
MODELS E-1 & F-1
1-1/4' . 4-1/2' <U4,3)
3' [ON801
2" . 4" <1Cl.6)
4' [oNI001. 6' [DNISO].
, 8" [ON200]
1-114" Elbow
3" CDNBOl
2- Elbow
4" CDNIOOl, 6' CDNIS01.
, 8" [ON2QOl
3', CDNS01, 4' CDNI001, 6' CDNI501
a. S' CDN2001 MODEL F-l
EASY RISER PREACTION
TRIM CHART
1-1/4" . 2' (50.8)
3' CDNBOl
2" . 2-1/2' (63,S)
4" [oN1001. 6' CDNlSO],
a. 8" [DN2001
1-1/4" Bnll Valve
3' CDNBOl
2- Bo.lI Vo.(ve
4' [ONIOO], 6' [DNIS01.
a. 8' [DN200]
Part Number 13777
Figure 3
For use on Preaction S stemsi
TOP VJ[W 3-, "'., ," OR s.
WODEL f -1 EA.SY RISER
CHECK VALVE
TOP VIEW
EASY RISER
CHECK VALVE
ROtATED ~5.
~
FRONT VIEW 3., .... 5", OR 8.
WODEl F'-1 EASY RISER
CHECK VAlVE
SIDE \flEW EASY RISER
CHECK VALVE
HORIZONTAL POSITION
SIZE A 8 C 0 E r G H J
Z-I/Z" 9" 4-1/S" 6-3/4- 7-5/S" 9" 5-I/Z" 5-3/S" 10-7/16" 6-5/S'
(65mm) (ZZS,6) (105) (171) (194) (ZZ9) (139) (137) (Z65) (169)
3" 10-I/S" 7-1/4" 6-0/.4" 7-7/8" S-7/8" 5-15/16" 5-7/S" 9-7/S" 6-7/16"
(SOmm) (Z57) (IS4) (1 I) (ZOO) (226) (150) (149) (251) (163)
4" 10-5/S" 7 3/S" 8 3/8" 8-7/16" 11-5/16" 6 3/16"' 6-1/8" 12-11/16" 8-'/16"
(100mm) (Z70) (187) (ZI3) (214) (287) (157) (155) (322) (205)
6" 13-3/8" 10 1/8" g 1/S" g 1/2" 12-1/16" 6 7/8" 6 13/16" 13-3/16" S 5/8"
(150mm) (340) (257) (Z32) (241) (306) (175) (173) (336) (219)
S" 17" 13 1/8" 9 15/16" 10 3/4" 13-1/16" 7 5/8" 7-1/2" 13-15/16" 9-5/16"
(200mm) (432) (333) (253) (273) (33Z) (193) (191) (354) (Z37)
Dimensions In parentheses or. mllllmet.r.
Figure 4 Dimensions are approxImate.
MODEL 1011
PENDING
o
The AGF Manufacturing Inc. Model 1011 Matches All The Features And Benefits Of Our
Model 1000 by Providing Both The Test Function And The Express Drain Function In A Multistory
Installation, With The Added Feature Of An Integral Model 7000 Pressure Relief Valve With
Drainage Piping.
o
Availa ble In A Full Range Of Sizes From 3/4" To 2", NPT & BSPT, With All Specifia ble Orifice Sizes 3/8",
7/16", 112",17/32", 5/a" (ELO), & 3/4" (ESFR).
o
The Model 1011 Complies With The Requirements Of NFPA 13, 13R, & 13D, Which Stipulate A
Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure
Reducing Valves,
o
The Model 1011 Is A Single Handle Ball Valve That Is Lightweight And Compact, Which Includes
A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass, And Is 300 PSI Rated,
o
The Included UL/FM Model 7000 Pressure Relief Valve Features A Flushing Handle
And Is Factory Set At 175 PSI, Other Pressure Settings Are Also Available.
o
Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As
Well As Solve The Difficult Problem Of Providing The Relief Valve With A Drainage-Piping Outlet.
o
The Unit Comes Shipped In A Semi-Assembled State With The Relief Valve And The
Bypass Drain Ports Plugged, This Is Done To Ease Pressure Testing The System.
ov\ our New ALJtoc
,,'I- Visit us "Ib
r ~e on the Inlelnel J/i,
v at ~,
8101
~
MODEL 1011
nsTAIIDRAIN~ @<@>
MODel 1011 (UlllSTED/FM APPROVED) BRONZE BAll VALVE
MODel 7000 (UL lISTED/FM APPROVED) PRESSURE RELIEF VALVE
FACTORY SET AT 175 PSI WITH OTHER SmlNGS AVAILABLE,
FRONT VIEW - MODEL 1011
INlET A
~! ~
II
PLAN VIEW
~--_m-A------~ I
tt I 10
, ,
4 D--
TO DRAIN I t
! C
+ ~
From the February 1, 1999 Edition of NFPA 13:
Chapter 4-1.2
Chapter 5-14.1.2.3
Requires All GRIDDED SYSTEMS be provided with a relief valves
Requires a relief valve be installed downstream of all
pressure-reducing valves
ORIFICE SIZES AVAILABLE - 3/S. 7/16, 1/2, 17/32, ElO(5/S)', ESFR(3/4)'
DIMENSIONS - INCHES
OVERALL LENGTH
1011 1011
SIZE A B C D E F G H
3/4" 7 9/16" 1 1/2" 2 3/16" 3 5/8" 3 3/8" 1 13/16" 4 9/16" 6 3/8"
191,30mm 37,58mm 55.65mm 93,23mm 85,88mm 45,30mm 117.12mm 162,42mm
1" 79/16" 1 1/2" 2 3/16" 3 5/8" 3 3/8" 1 13/16" 4 9/16" 6 3/8"
191.30mm 37,58mm 55.65mrn 93,23mm 85.88mm 45,30mm 117,12mm 162,42mm
1 1/4" 7 15/16" 1 11/16" 29/16" 4 1/4" 3 5/16" 1 15/16" 5 9/16" 5 1/2"
201mm 42.70mm 65.36mm 108.36mm 82,84mm 50,89mm 141,39mm 192,28mm
1 112" 8 15/16" 1 13/16" 31/4" 5 1/16" 3 7/8" 2 5/8" 8 1/4" 1 0 7/8"
226,68mm 45.5Omm 81.50mm 127mm 99.18mm 66,97mm 206.63mm 273,60mm
2" 8 15/16" 1 13/16" 31/4" 5 1/16" 3 7/8" 2 5/8" 8 1/4" 1 0 7/8"
226.68mm 45.5Omm 81.50mm 127mm 99,18mm 66.97mm 206,63mm 273,60mm
. Availa ble on 1 '/4. to 2" size units only.
MATERIAL LIST
PART:
MATERIAL:
HANDLE
STEM
BAll
BODY
VALVE SEAT
INDICATOR PLATE
RELIEF VALVE
BYPASS FITTINGS
BYPASS TUBING
STEE l
ROD BRASS
C.P. BRONZE
BRONZE
IMPREGNATED TEFLON
STEEL
BRONZE
BRASS
NYlOBRAID
UL LISTING EX4019(N) & EX4533(N)
E 1-; ESFR IS L .. IISTrD J? rr! .. DPQfi 11::~
I I toLO ESFR IS UL LISTED
AGF MANUFACTURING COMPANY
100 Quaker Lane
Malvern, PA 19355 USA
Telephone: (610) 240-4900
Fax: (610) 240-4906
www.leslandrain.com
~
MADE IN U.S.A.
JOB NAME:
ARCHITECT:
ENGINEER:
CONTRACTOR:
SHAMBAUGH & SON, LP
CONTRACTORS. ENGINEERS
Fire Protection System_ Pipe Specification
.,~.~..
.........-., .,.--
,/
Schedule-JO-40 "Standard \y ;lll"/~
Schedule 40(6~~'C;l.nd smaller),and
Schedule 30 (8" ancl-l'!!"gef) pipe shall be produced
and tested in accQrdance with, the requirements of
ASTM-Al~.,(jtASTM-A53 specif1cations for
chemi,st;rtes, tensiles, and yields for carbQn steel.
.~/'
..._rcD~
Schedule 10 "Thinwall" ~
Schedule 10 pipe shall be produced and tested in
accordance with the requirements of ASTM-A135
specifications for chemistries, tensiles, and yields
for carbon steel.
Pipe shall be a domestic (made in USA) product.
Pipe will come from one of the following steel
pipe manufacturers:
. Bull Moose Tube Company
. Youngstown Tube Company
PERMABONO@ LHOSO
Anaerobic Pipe Sealant
Permabond~
EnginE.'ering Adhesives
Ref #: 110607PBLH050
Replaces: 1101007PBLH050
TYPICAL APPLICATIONS
Typical Industries Served
Automotive
Appliances
Construction
Fire Protection
Plumbing
Utilities
General Pipe Maintenance
Replaces Dopes and Tapes
General Assembly
Locks and Seals Pipe
FEATURES & BENEFITS
. Lower Cost Per Application
. Full Cure Seal to the Burst Rating of Pipe
. Easy to Use & Apply
. Directional Freedom
. Low Shrinkage During Cure
. Uncured Material Fully Dissolves in Water
. Nonflammable
. Environmentally Friendly
. Allows for Adjustment Up to 10 Hours Post
Assembly
. Superior Resistance to a Wide
Range of Chemicals
. Will Not Tear, Shred, or Gall Fittings
. High Temperature Resistance
. Full Cure at Room Temperature
GENERAL DESCRIPTION
PERMABOND LHOSO Pipe Sealant with Teflon@ is an excellent general purpose pipe sealant that
provides instant seal up to 1000 psi with limited hand tightening. After cure, the sealing capability is
typically up to the burst rating of the pipe itself. The low locking strength allows easy disassembly.
PERMABOND LHOSO Pipe Sealant performs well on most metals and particularly well on steel and
brass.
PERMABOND LHOSO Pipe Sealant with Teflon provides an excellent replacement for pipe dopes and
pipe tapes,
Non-Warranty: The information given and the recommendations made herein are based on our research "rId are believed to be accurate but no guarantee of their accuracy is
made. In every case we urge and recommend that purchasers before USing any product in full-scale production make their mvn tests to determine to their own satisfaction
whether the product is of acceptable quality and is suitable for their particular purpose under their own operating conditions, THE PRODUCTS DISCLOSED HEREIN ARE
SOLD WITHOUT my WARRANTY AS TO MERCHANTABILITY OR FITNESS FOR A PARTICUlAR PURPOSE OR ANY OTHER WARRANTY. EXPRESS OR IMPLIED,
No representative of ours has any authority to waive or change the foregoing provisions but, subject to such provisions, our engineers are available to assist
purchasers In adapting our products to their needs and to the circumstances prevailing In their business, Nothing contained herein shall be construed to Imply the
non-exlstence of any relevant patents or to constitute a permission, Inducement or recommendation to practice any invention covered by any patent, without
authority from the owner of this patent We also expect purchasers to use our products In accordance with the guiding principles of the Chemical Manufacturers
Association's ResponSible Care. program. . .
PERMABOND
14 Robinson Street, Pottstown, PA 19464
20 World's Fair Drive, Somerset, NJ 08873
Application Assistance: 1-800-640-7599 Customer Service: 1-800-714-0170
Fax No.: 1-800-334-3219
http://www.permabond.com
PERMABOND pipe sealant is an anaerobically curing sealant, when in contact with metal parts as in a
threaded pipe joint. When applied, PERMABOND pipe sealant dispenses as smooth paste, filling the
entire space between the threaded joints. The smooth paste cures to a solid plastic, completely sealing
against hydraulic fluids, air, gases and chemicals. In addition, it locks the pipes, plugs or fittings against
vibration loosening, tampering, and variable temperature effects, Unlike conventional tapes, pipe joints
sealed with PERMABOND pipe sealant do not require "bottoming out" to achieve full sealin9 properties;
using PERMABOND pipe sealant requires only a hand tightened assembly, providing the freedom to
direct the elbow or fitting in any desired configuration.
PERMABOND LH050 Pipe Sealant is approved by Underwriters Laboratory.
PHYSICAL PROPERTIES OF THE UNCURED ADHESIVE
Properties
Base Resin
Solids, %
Color
Viscosity, cP, 250C (770F)
Consistency
Gap filling, in
Specific Gravity
Flash Point, oC (OF)
Shelf Life stored at or below 2rC (800F), months.
Maximum Filler Size, !-t
Odor
Methacrylate Esters
100
White
250,000
Paste
0.020
1.2
>93 (200)
12
10
Low
'Package sizes greater than one liter, six months,
SPEED OF CURE
Speed of Cure,. hours
Fixture Strength
Full Strength
'Measured on clean M10 steel nut & bolts.
~
2
24
BEHAVIOR ON DIFFERENT SUBSTRATES
Activity of Materials and Finishes
Super Active Active Inactive Passive
Brass Iron Anodized aluminum Ceramics
Copper Steel Cadmium finishes Glass
Magnesium Nickel Chrome finishes Plastics
Aluminum Passivated metals Painted finishes
Stainless steel
Titanium
Zinc
Super Active Very fast cure
Active Fast cure
Inactive Slow cure
Passive No cure without PERMABOND ASC10 Surface Conditioner
Ref,#: 110607PBLH050
2
PERFORMANCE PROPERTIES OF THE CURED ADHESIVE
SEALING PROPERTIES
PERMABOND LHOSO Pipe Sealant will provide maximum sealing capabilities after full cure, Typically,
this is up to the burst rating of the pipe or fitting, PERMABOND LHOSO Pipe Sealant, tested on a high
pressure hydraulic fitting results in failure of the fitting itself at 40,000 psi.
Instant sealing property is a function of the on-torque assembly, type of fitting, and grade of fitting, The
instant sealing properties of PERMABOND LHOSO Pipe Sealant is 1,000 psi when hand assembled, and
3,000 psi when a 10 in-Ib on-torque is applied.
Cured at 250C for 24 hours
Torque, ISO 10964
Breakaway, Ib.in (N'm)
M10 steel nuts and bolts
35 (4)
Prevail, Ib'in (N'm)
M10 steel nuts and bolts
24 (3)
Compressive shear strength,ISO 10123
(Steel pin and collars)
1000 psi
(7) N/mm2
THERMAL PROPERTIES
PERMABOND LHOSO Pipe Sealant resists temperatures up to 1770C (3500F) for sealing. At operating
temperatures of up to 1500C (3000F), full locking strength is maintained.
CHEMICAL RESISTANCE
PERMABOND LHOSO Pipe Sealant was tested for resistance to fluids for 1,000 hours under the indicated
temperature conditions:
1,000 Hours Soak Temperature, oC (OF) Pressure, psi Results
Antifreeze, 50%/Water, 50% 126 (260) 60 No leak
Brake Fluid 150 (300) 60 No leak
Differential Lube 150 (300) 60 No leak
5W/30 Engine Oil 150(300) 60 No leak
Transmission Fluid 150 (300) 60 No leak
Diesel Fuel #2 25 (77) 60 No leak
ASTM Fuel C 25 (77) 60 . No leak
Water, Steam 198 (390) 540 No leak
Air 150(300) 60 No leak
Re[#: 110607PBLH050
3
MATERIAL COVERAGE
The number of various sized fittings that may be coated with one 50mL, and one 250mL tube of
PERMABOND LHOSO Pipe Sealant are shown:
Fittinq Size, inches Volume, mU100 Piec;,es Usage, Pieces/50 mL Usage, Pieces/250 mL
0.125 7,25 700 3450
0.25 9.66 500 2600
0,375 12,05 400 2100
0,5 14.05 340 1700
0.75 19.3 260 1300
1.0 24.2 200 1000
APPLICATION & DISPENSING
1, For best results, clean all surfaces with a cleaning solvent and allow to dry.
2, If the substrates being used are inactive metals or the cure speed is to slow, then spray the parts with
ASC10 and allow to dry.
3. Apply a bead of the sealant 360. around leading threads 0 the male fitting leaving the first thread free
of sealant. Force the material into all the voids, Adjust amount of sealant according to the size of the
fitting, For large diameter pipe sealant may have to be applied to the female threads.
4, Assemble and tighten the fittings until proper alignment is obtained, Visually check for a small bead of
sealant around the entire circumference of the pipe,
5. A seal to moderate pressure is obtained immediately on properly tightened fittings. Allow the sealant
to cure for at least 24hours to obtain maximum pressure and chemical resistance.
PERMABOND LHOSO pipe sealant may be readily dispensed out of the tube, or brush-top bottle. When
using the tube package size, the convenient flip-top may be used to spread the sealant directly on to the
first two-three threads of the male-component fitting, For larger volumes, the brush-top applicator may be
used to "paint" the adhesive on to the first two-three threads of the male-component fitting, Following
sealant application, tightening the fittings by hand, or using a wrench will complete assembly,
Adjustments may be made up to 10 hours after assembly, without affecting the performance properties of
the cured seal.
STORAGE & HANDLING
PERMABOND LHOSO pipe sealant should be stored in the original unopened container in a cool place
away from sparks, flame, excessive heat and sunlight. Handling should be done using plastic gloves and
proper eye protection, Skin contact should be avoided. If skin contact occurs, the affected area should
be washed thoroughly with soap and water, Eye contact should be treated by thorough washing with
water followed by medical attention. Adequate ventilation is necessary to prevent inhalation of vapors,
Proper Personal Protective Equipment is always recommended when using chemicals. For more
information, consult the Material Safety Data Sheet.
PERMABOND LHOSO pipe sealant has a shelf life of one year when stored at or below 2rc
(80.F), For packages greater than 1 litter the shelf life is 6 months from the date of shipment
from Permabond. Do not freeze, Product removed from original container might be
contaminated during use. Do not retum this material to the original container.
FOR INDUSTRIAL USE ONLY. KEEP OUT OF REACH OF CHILDREN,
Ref.#: 110607PBLH050
4
IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS
10.03
VICTAUUC' IS AN ISO 9001 CERTlflEO COMPANY
FireLock@ Fittings
PRODUCT DESCRIPTION
FireLock" products comprise a unique system specifically designed for fire protection services, FireLock
full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end
dimension than standard fittings, A noticeable bulge allows the water to make a smoother turn to maintain
similar now characteristics as standard full flow fittings,
FireLock fittings are designed for use exclusively with Style 005 FireLock couplings, Use of other
couplings or flange adapters may result in bolt pad interference,
Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005
couplings,
DIMENSIONS
!,Clo El
I~
C !\{
toE =1';"
L
No. 001
No, 003
c
~~IOE1
n--$-!!;
, 10
=,= E
------'-
No. 002
co
No. 006
Patented
C[) @
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See Victaulic
publication 10.01
for details.
No,OOl No. 003 No. 002 . No. 006
Filling Size 90' Elbow 45' Elbow Straighl Tee Cap
Actual Aprx. Aprx. Aprx. Thickness Aprx.
Nominal Outside CtoE Weight CloE Weight CtoE Weight "T" Weight
Diameter Diameter Inches Each Inches Each Inches Each Inches Each
Incheslmm Incheslmm mm LbsJkg mm LbsJkg mm LbsJkg mm LbsJkg
1'1. 1,660 2,75 1,0 U5 0,9 2,75 1,5 0,82 0,3
32 42.4 70 0.5 45 4,1 70 0.7 21 0.1
1'/2 1,900 2,75 12 1,75 0,9 2,75 20 0,82 0.4
40 48.3 70 0,5 45 4.1 70 0,9 21 0.2
2 2,375 2,75 1,7 2.00 1,8 2,/5 -
2.4 0,88 0.6
50 60,3 70 0,8 51 0,8 70 1,1 22 0,3
2'/2 2,875 3,00 3,1 2,25 22 300 3,6 0,88 1,0
65 73.0 76 1,4 57 1,0 76 1.6 22 D,S
76.1 mm 3,000 3,00 3,30 2,25 24 - - - -
76,1 76 1.5 57 1,1 - - - -
3 3,500 3,38 4,0 2,50 3,1 3,38 5,3 0,88 1,2
80 88,9 86 1.8 64 1,4 86 2.4 22 0.5
4 4,500 4,00 6,7 3,00 5.6 4,00 8.7 1,00 2.4
100 114,3 102 3,0 76 Z,5 10Z 3,9 Z5 1,1
5 5,563 4,88 12,6 3,25 8,3 4,88 15/ 100 4,1
115 141,3 1Z4 5.7 83 3,8 1Z4 7,1 Z5 1,9
6 6.625 5,50 18.3 350 11.7 5,50 227 1,00 5.9
150 168.3 140 8,3 89 5,3 140 10,3 25 2.7
8 8,625 681 255 4,25 204 6.94 38,7 1,13 127
ZOO 219.1 173 11,6 108 9,3 176 17.6 Z9 5.8
~ REGISTERED TRADEMARK OF VICT AUUC - C COPYRIGHT 2004 VICT AUUC - PRINTED IN U.s,A,
1539 REV E
Viclaulic Company of America' Phone: 1-800-PICK-VIC (1-800-742-5842)' Fax: 610-250-8817' e-mail:pickvic@viclaulic,cDm
Viclaulic Company of Canada' Phone: 905-884-7444' Fax: 905-884-9774' e-mail: viccanada@viclaulic,cDm
Viclaulic ElKope' PhOlle:32-9-381-1500' Fax: 32-9-380-4438' e-mail: viceuro@viclaulic.be
Viclaulic America Latina' Phone: 610-559-3300' Fax: 610-559-3608' e-mail vical@viclaulic,com
Victaulic Asia Pacific' Phone: 65-6235-3035' Fax: 65-6235-0535' e-mail: vicap@victaulic,cDm
{ctaulic"
V~,"m""""-"""""""__M-"~K"''''''
10.03
FLOW DATA
Frictional Resistance
Fitting Size Equivalent FeeUmeters of Straight Pipe
Actual Straight Tee
Nominal Outside No. 002
Diameter Diameter 90' Elbow 45' Elbow
Inches/mm Incheslmm No. 001 No. 003 Branch Run
2 2.375 3,5 1,8 8,5 3,5
50 60,3 1,1 0,5 2,6 1,1
2'/, 2875 4,3 2,2 108 4,3
6,0 73,0 1,3 0,) 3,3 1,3
76,1 mm 3000 4,5 2.3 no 4,5
76,1 1.4 0,7 3,4 1.4
3 3,500 50 2.6 130 5,0
80 88,9 1,5 0,8 4,0 1,5
4 4,500 6,8 3.4 16,0 6,8
100 114,3 2,1 1,0 4,9 2,1
5 5,563 8,5 42 210 8,5
125 141,3 2,6 1,3 6,4 2,6
6 6,625 10,0 5,0 25,0 10,0
150 168,3 3,0 1,5 7,6 3,0
8 8.625 130 50 33,0 130
200 219,1 4,0 1,5 10,1 4.0
t The flow data l,sterJ is baserl upon the pressure drop of Schedule 40 pipe
MATERIAL SPECIFICATIONS
Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12
Fitting Coating: Orange enamel
Optional: Hot dipped galvanized
This product shall be manufactured by Victaulic Company: All products to be installed in accordance with current Victaulic installation/assembly instructions
Vielaulic reserves the light to change product speCifications, designs and standard equipment without no lice and without Incurring obligations,
2
FireLock@ Fittings
IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS
10.02
VICTAUlIC. IS AN ISO 9001 CERTIFIED COMPANY
Style 005 FireLock@ Rigid Coupling
with Vic-Plus@ Gasket System
@_tF""i"'.
Ie A! 'k'W"f ','"''''
fii<~vJjJ~WI';i:;~
Gasket Sys,~,~~
PRODUCT DESCRIPTION
FireLock'" Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings
to offset while clamping the grooves, By permitting the housings to slide on the angled bolt pads, rigidity
is obtained,
The FireLock couplings provide rigidity for valve connections, fire mains and long straight runs, Support
and hanging requirements correspond to NFPA 13 Sprinkler Systems, Angle-pad design permits
assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components
to handle during assembly: speeds and eases installation 011 p;pe grooved to
Victaulic specifications,
Style 005 FireLock couplings with the Vic-Plus™ Gasket System are designed and recommended
for use ONLY on fire protection systems.
Vie-Plus Gasket System:
Victaulic" now offers a gasket system which requires no field lubrication on wet pipe systems, The
Vic-Plus™ System (patented) is dry, clean. and non-toxic, It reduces assembly time substantially and
eliminates the mess and chance of over-lubrication, Please refer to the latest copy of the Victaulic Field
Installation Handbook (1-100) for supplemental lubrication requirements,
Exaggerated for clarity
@ ~<8>
(~] (v dS ) ;e;~~te~n~n ~~ge~Pproved.
Request Victaulic
publication 10.01 for details.
DIMENSIONS
r.-V-\ r--Z-1
~;
Rated for wet and dry sprinkler
systems at 350 psi (2413 kPa)
for 1'/. - 4" (32 - 100 mm) sizes
and 300 psi (2068 kPa) for
4'/,- 8" (108 - 200 mm) sizes:
Schedule 10 roll grooved or
Schedule 40 cut or roll
grooved steel pipe, Style 005
is rigid and does not
accommodate expansion,
contraction or allgul;;r
deflection,
Dimensions
Pipe Size Incheslmm
Actual 'fax. Max. Allow.
Nominai Outside Work. End Pipe End @ BoMlut Aprx.
Diameter Diameter Press. ~ . Load' Sep, t No. . Size Wgt.Ea.
Inches/mm Incheslmm PSllkPa LbsJN InJmm Incheslmm X y Z Lbs1l<g
1'/. 1,660 350 755 0,05 2 _ 3/. X 2'/, 2,75 4,50 1,88 1,2
32 42,4 2413 3370 1,2 70 114 148 0,5
1'/, 1,900 350 990 0,05 2 - JIB X 2'/. 3,00 4,75 1,88 12
40 48,3 2413 4415 1,2 76 121 1'8 0,5
2 2,375 350 1550 0.D7 2 - 'Ie X 2'/, 3,50 5,25 1,88 '1.6
50 60,3 2413 6900 1,7 89 133 148 0,7
211z 2,875 350 2270 007 2 _ "I. X 2'/, 400 5,75 1,88 1,9
65 73.0 2413 10110 1.7 102 146 148 0,9
76,1 mm 3,000 350 2475 0,07 2 - "/8 X 2'/, 4,13 5,75 1,88 1,9
76,1 2413 11010 1,7 105 146 148 0,9
3 3,500 350 3365 0,07 2 - 3/B X 2'1, 4,63 6,13 1,88 2,1
80 88,9 2413 1'1985 1.7 118 156 148 1,0
4 4,500 350 5565 016 2 - 3/a X 2'/, 5,75 /,25 2,13 3,1
100 114,3 2413 24770 4,1 146 184 54 1,4
108,0 mm 4,250 300 4255 0,16 2 - 3/, X 2'1, 5.63 7,25 2,13 3,1
108,0 2068 18940 4,1 143 184 54 1,4
5 5,563 300 7290 0,16 2 - '1, X 23/. 6,88 9,00 2,13 4,5
125 141.3 2068 32445 4,1 175 229 54 2,0
133,0 mm 5,250 300 6495 0.16 2 _ '1, X 23/, 663 9,00 2,13 4,5
133,0 2068 28900 4,1 168 229 54 2,0
139,7 mm 5,500 300 7125 0,16 2 - 'I, X 23/. 6,88 9.00 2,13 4,8
139.7 2068 31715 4,1 175 229 54 2,2
6 6,625 300 10340 0,16 2 - 'I, X 2'1, 8,00 1000 2,13 5,0
150 168,3 2068 46020 4,1 203 254 54 2,3
159.0 mm 6,250 300 9200 0.16 2 - 51. X 4'/. 7,63 10.00 2.13 5,5
159,0 2068 40955 4,1 194 254 54 2,5
165,1 mm 6500 300 9955 016 2 - 'I, X 23/. 8.15 1000 2,13 5,5
165.1 2068 44295 4,1 207 254 54 2,5
8 8.625 300 17525 0,19 2 _ 'I, X 4'/. 10,50 13,13 2,63 11,3
200 219,1 2068 78000 4,8 267 334 67 5.1
. @ ~ t Refer to notes on page 2,
111 REGISTERED TRAOEMARK OF VICTAULlC - C COPYRIGHT 2004 VICT AULlC - PRINTED IN U,SA - SKU .WCAS,67MHPN
1538 REV H
Victaulic Company of America' Phone: 1-8oo-PICK-VIC (1-800-742-5842)' Fax: 610-250-8817' e-mail: pickvic@victauliccom
Victaulic Company of Canada. Phone: 905-884-7444' Fax: 905-884-9774' e-mail: viccanada@victaulic,com
Victaulic Europe' Phone:32-9-381-15oo, Fax: 32-9-380-4438' e-mail: viceuro@victaulic,be
Viclaulic America Latina' Phone: 610-559-3300' Fax: 610-559-3608' e-mail: vical@victaulic,com
Victaulic Asia Pacific' Pl1one: 86-21-58855151' Fax: 86-21-58851298' e-mail: vicap@victaulic.com
{ctaulid
~~"'~"*''*''&,,~,.,-''''-'''''''~
10.02
MATERIAL SPECIFICATIONS
Housing: Ductile iron conforming to ASTM A-536, grade 65A5-12, Ductile iron conforming to ASTM A-3%
grade 65-45-15, is available upon special request.
Housing Coating: Orange enamel
Optional: Hot dipped galvanized
Gasket:
Grade "En EPDM - Type A Vie-Plus Gasket System A
(Violet color code), FireLock products have been Listed by Underwriters Laboratories Inc, and Approved by
Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure us-
ing the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication for most installation condi-
tions,
For dry services, Victaulic continues to recommend the use of Grade T' Type A FlushSeal~ Gasket. Contact
Victaulic for details
Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of
ASTM A-449 and physical requirements of ASTM A 183.
11 Standard gasket and FlushSeal gasket approved for dry pipe systems to -40'F (-40'C), Based on "typical" pipe surface conditions,
supplemental lubricant is recommended for services insWlled below O'F (-1 B'C) and for all dry pipe systems or systems to be subjected
to air tests prior to being filled with water, Supplementallubrrcation may also be rqUlred on pipe with raised or undercut weld seams or
pipe that has VOids andlor cracks at the weld seams, Victaullc continues to recommend the use of FlushSeal gaskets for dry services
L1STINGS/APPROV ALS
The information provided below is based on the latest listing and approval data at the time of publication,
Listings/Approvals are subject to change and/or additions by the approvals agencies, Contact Victaulic for
performance on other pipe and the latest listings and approvals,
Rated Working Pressure - PSI Rated Working Pressure - PSI Rated Working Pressure - PSI
Pipe Size Pipe Size Pipe Size
Sch. Inches UL ULC FM Sch. Inches UL ULC FM Sch. Inches UL ULC FM
-- --
5 1 'I, - 3 175 175 175 EL 1'1. - 2 300 NIA NIA MT 1 'I, - 2 300 NIA NIA
-
1'1. - 4 350 350 350 ET 1'/. - 2 300 N/A N/A STF 1'/4 - 4 N/A N/A 300
10.40 --.. - -- -- -
5.8 300 300 300 El 4 - 6 300# N/A 300 Steady 1'/. - 2 N/A NIA 300
Thd
,-
BLT 1'/4 - 2 300 300 N/A FF 1 '/. - 4 N/A N/A 300 TF 3 - 8 N/A N/A 300
OF 1'/. - 4 300 300 300 GAL-7 1'/. - 2 300 N/A N/A WLS 1'/. - 2 300 300 N/A
DT 1'/,_ 2 300 300 N/A MLT 1'/,- 2 300 N/A N/A Xl 1'/, - 3 300 300 300
---
EF 1 '/, - 4 l-/~@ N/A 175 MF 1'/,- 4 300 N/A 300'
, fM approved for service In 1'/, - 4" pipe
# UL Listed lor servlCP up to 4' pi po only. @UL Listod for service up to 3" only.
PIPE SCHEDULE NOTES:
5 refers to listed/Approved Schedule 5 steel sprinkler pipe
10 refors to Listed/Approved Schedule 10 steel spnnkler pipe
40 rofers to Llsted/Approvp.d Sclledule 40 steel sprinkler pipe
BL T refers to listed steel sprinkler pipe manufactured by Allied Tube & Conduit
OF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by Allied Tube & Conduit
OT refers to Lisled Dyna Thread steel sprinkler pipe manufactured by Allied Tube & CondUit
EF refers to listed/Approved Lddy Flow steel spnnkler pipe manufactured by Bull Moose Tube Co,
EL refers to Listed Eddyllto steel spnnkler pipe manufactured by Bull Moose Tube Co,
[T refers to Listed Eddytllread 40 steel sprinkler pipe manufactured by Bull Moose Tube Co
EZ refers to Lisled EZ-Flow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co
FF refers to Listed Fire-Fla steel sprinkler pipe manufactured by Youngstown Tube Co,
GAL-7 refers 10 Listed steel sprinkler pipe manufactured I,y IDOD Systems, LLC
ML T refers to Lisled steel spnnkler pipe manufactured by Wlleatland Tube Company
Me refers to Listed Mega-flow steel spnnkler pipe manlactured by Wlleatland Tube Company
MT refers to Listed Me~Ja.1 hread steel sprinkler pipe manufactured by Wheatland Tube Company
STF refers to listed Steady Flow sleel sprinkler pipe manufactured by AMS Tube Corporation
Steady Thread refers to Appproved steel sprinkler pipe manufactured by AMS lube Corporation
TF refers to Tex-Flow steel sprinkler pipe manufactured by Tex-Tube Company
WLS refers to Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company
XL relers to Listed XL or XL II steel sprinkler pipe manufactured by Allied Tube & Conduit Corp
NOTES
. Working Pressure and End Load are total, from all Internal and external loads. based on standard weight (ANSI) steel pipe, standard roll or cut grooved In accordance wilh
Victaulic specifications. Contact Viclaulic for performance on other pipe
WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum JOint Working Pressure may be Increased to 1 '/,lImes the figures shown
t For field installation only. FireLock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction
@ Number of bolts required equals number of housing segments
Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact VicLaulic for details
9 Style 005 couplings are VdS and LPC Approved to 12 Bar (175 psi),
WARNING: Depressurize and drain the piping system before attempting to Install, remove. or adjust any V,ctaul,c piping products,
ThiS product shall be manufactured by Victaulic Company, All products shall be installed In accordance with current Victaul,c Installation/assembly instructions,
VlctauJic reserves the right to change product speCifications, designs and standard equipment Without notice and Without Incurring obligations.
2
Style 005 FireLock@ Rigid Coupling
07.01
Concentric/Eccentric Red ucer
NO. 50 Concentric
NO, 51 Eccentric
(Ductile Iron tl
E
ttoE1
[[]]
r-EtoEl
[ICE
NO. 50
NO. 51
+ 1,9
0,9
+ 1,9
0,9
11/1 x 3/, + 14 +
40 20 0,6
1 2.50' (sw) 0,8 8.50 4.5 1000 69 10,00 8,1
25 j64 04 216 2,0 254 3.1 254 3.7
11/", 2.50' (;w) 1.0 300' (sw) 2.4 4,00 (sw) 3.3
32 64 0.5 76 1.1 102 1.5
2 'I. 2.50' (sw) 09 9,00 20 300' (sw) 2,7 4,00 (sw) 3.4
50 x 20 64 03 229 0,9 76 1.2 102 1.5
I 2.50' (sw) 0,7 9,00 2,3 3,00' (sw) 3.2 4.00 (sw) 3.5
25 64 0,3 229 1.0 76 1.4 102 1.6
11/.- 2.S011 (sw) 1,2 9,00 4,6 3,00 (sw) 2.9 10,.10 8,0
32 64 0.5 229 2,' le) 13 254 3,6
1112 2.50" (sw) 1,0 9,00 4,6 5 x 11,00 9,0 11.00 5,2
40 64 0,5 229 2,1 125 279 4,' 279 24
2'/1 x V", + 13 3,3 11.00 11.0 11.00 10,8
65 20 0,6 + 15 279 5,0 279 49
, 9.50 3.6 9,50 35 3 4,00 (sw) 55 11.00 11,1
25 64 1.5 241 1.6 80 102 2,5 279 5,0
1'/. 2.50* (sw) 3.3 9.50 + 3.50 (sw) 4.3 5,00 (sw) 12,0
64 1.5 241 89 1.9 127 SA
llh 2.50' (sw) 36 9.50 3.7 6 x 4,00' (sw) 50 11.50 14,5
40 64 1.6 241 1.7 150 102 23 292 6,6
2 2.50 (sw) 39 9.50 ,1.3 + 5.5
50 64 1,8 241 JO 2.5 +
3 x 'I. 1,5 4.5 2 4,00' (sw) 6,6 11.50 14.5
80 20 + 0.7 + 2,0 50 102 3,0 292 6,6
1 2.50' (sw) 13 9.50 4,8 4,00' (sw) 64 11.50 14,2
25 64 0,6 241 2,2 102 2,9 292 64
11/4 + 30 4,8 4,00' (sw) 64 5.50 (sw) 15,0
32 14 2,2 102 2,9 140 6,8
1'12 2 50 . (sw) 51 9.50 5.1 4,00 (sw) 6.5 5.50 (sw) 17,0
40 64 2.3 241 2.3 102 2,9 140 7.7
2 2.50'(sw) 1.6 3.50 (swl 6.0 4,00 (sw) 64 5,50 (sw) 17,0
50 64 0.7 89 2.7 102 2,9 140 7.7
2112 2.50' (sw) 18 3,50 (sw) 7,0 8 x 1600 ~ (sw) 7.9 noo 26.1
65 64 0,8 89 3,2 200 406 3,6 305 11.8
76,1 2.50 (sw) 2,1 5,00 (sw) 9.3 12,00 no
64 1.0 127 4.2 305 10,0
~,~~~.I,j~
0701 23
07.01
Concentric/Eccentric Reducer
NO. 50 Concentric
NO, 51 Eccentric
(Ductile Iron tl
E
r-toE1
[ill
r- ftoE l
U
NO. 50
NO. 51
"m" y t <<'" "> 1 -<. ~ ;,' , r> ~ y -,.Ii '"
!J:~:. Nm!jlMt t ., '. ~X{ . ," *' .l~!fl'
", .~,St~., ',v'~lff4f. . WelJlfij'ltlllik ,.lltlJii't:' ;,w;;,!ll\\f!~.
!ip '1 ,,"+ -'" (j~bM';;" Ll"f,l~0 ~~tX;Z~ '€it7J;7'<l; ~~;l1l%{;:
00"" ~'"~ '" ;/i~'i;' "k-",-" f~" 'il>,~\~,~ *- 'f'> P;' ~:l; ;~f'iiill ~ "
# 18 x 12 15,00 91,0 15,00 91.0
450 300 381 413 381 4U
5,00 (5W) 23,0 14 15.00 91.0 15,00 91.0
127 10.4 350 381 41.3 381 41J
5,00 (5W) 11.9 24.0 16 15,00 91.0 15,00 91.0
127 5.4 10.9 400 381 '11.3 331 41.3
10 6,00 (5W) 19.7 1300 32,0 # 20 x 10 2000 110,0 20,00 177,0
250 x 152 8,9 330 14.5 500 250 508 499 508 80,]
+ 34,3 34,6 12 20,00 120,0 20,00 ])0,0
125 15,6 + 15.7 300 SOB 54.4 SOB 544
6 6.o01sw) 20,0 13,00 36,9 14 20,00 149,0 20,00 149,0
150 152 9.1 330 167 350 508 67.9 508 67.9
8 6,00 (Sw) no 700 (5W) 21.6 16 20,00 120,0 20,00 120,0
200 152 10,0 178 9.8 400 508 54.4 508 54.4
12 4 44,0 14,00 .18.0 18 20,00 136,0 20,00 13150
300 x 100 + 20,0 356 213 450 508 151.7 508 61.7
6 700 (5W) 24,6 14,00 50.0 #24 10 20.00 142,0 20.00 142,0
150 17B 11,2 356 227 600 x 250 508 64.4 508 64.4
8 700 (sw) 52,0 1400 535 12 20,00 150,0 20,00 150,0
200 178 23,6 356 24,3 300 508 68,0 508 680
10 700 (sw) 39,0 14,00 570 14 20,00 162.0 :)0,00 1620
250 178 17.7 356 25,9 350 508 73.5 508 73.5
# 14 6 1300 65,0 1100 60,0 16 20.00 162,0 20,00 1620
350 x 150 330 29,S 330 272 400 508 73.5 508 73.5
8 1300 65,0 i3.00 600 18 20,00 1620 20,00 162,0
200 330 295 330 2/2 450 508 73.5 508 73.5
10 13.00 66,0 UOO 65.0 20 20,00 151,0 2000 1900
250 330 29,9 330 29,5 500 503 63.5 508 86,2
12 1100 68,0 1100 66,0 14 24 AGS' For AGS fitting information. see publication 20.05
300 330 30,8 330 29.9 350 - 600 -
# 16 x 8 14,00 730 14,00 730 + Contact Victaulic for details,
400 200 356 311 355 33,1
. Available with male threaded small end No, 52,
109 14,00 73.0 14.00 73.0
250 356 33.1 355 33,1 of Ductile Iron except those marked (sw) which are segmentally welded steel.
12 14,00 730 14,00 73.0 IMPORTANT NOTE:
300 356 33,1 355 33,1
14 14,00 730 ]400 730 Steel eccentric reducers available through 30'/750 mm, contact Victaulic for
350 356 33,1 355 33.1 dimensions,
# 18 x 10 15,00 910 15,00 91.0 # For use on cut grooved systems only, For roll grooved systems, Victaulic
450 250 381 41.3 381 41,3 offers the Advanced Groove System (AGS), For pricing and availability of cut
groove fittings in this size, contact your nearest Victaulic sales office,
Ii cast fitting available for JJS, size Contact Victaulic for details,
~~~':I,lic:'
April 6, 2007
Sprinkler 120a
~IKlNGi
TECHNICAL DATA
ESFR PENDENT SPRINKLER
VK500 (K14.0)
The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
1. DESCRIPTION
Viking Early Suppression Fast Response (ESFR) Pendent Sprinkler VK500 is a fast
response fusible element type sprinkler designed for early fire suppression. With a
14.0 (202 metric') nominal K-Factor and special deflector, this sprinkler produces
large, high-momentum water droplets in a hemispheric pattern below the deflector,
This permits penetration of the fire plurne and direct wetting of the burning fuel surface
while cooling the atmosphere early in the development of a high-challenge fire.
Viking VK500 ESFR Pendent Sprinklers may be used in the protection of ordinary
types of storage. However, they are primarily intended to protect the following types of
storage, which tend to produce severe-challenge fires: palletized and solid pile stor-
age and single, double, multiple row, and portable open rack storage (no open-top
containers or solid shelves). .
Viking ESFR Pendent VK500 Sprinklers provide protection of most common storage
materials, including:
. -Encapsulated or unencapsulated Class I, II, III, and IV commodities'.
--Cartoned and uncartoned unexpanded plastics*.
--Cartoned and uncartoned expanded plastics*,
'Refer the Approval Chart on page 120c and Design Criteria on page 120 d for cULus and FM approval requirements that must be followed.
In addition, some storage arrangements of rolled paper, aerosols, and rubber tires may be protected by Viking ESFR Pendent
Sprinkler VK500.
2. LISTINGS AND APPROVALS
cULus Listed: Category VNWH
FM Approved: Class 2008
NYC Approved: MEA 89-92-E, Volume 18
VdS Approved: Certificate G4010001
LPC Approved: Ref. No. 096e/07
NOTE: Other International approval certificates are available upon request.
Refer the Approval Chart on page 120c and Design Criteria on page 120d for cULus and FM approval requirements that must be
followed.
3. TECHNICAL DATA
Specifications:
Minimum Operating Pressure: Refer to NFPA 13 and/or FM Global Loss
Prevention Data Sheets.
Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically
to 500 psi (34,5 bar).
Thread size: 3/4" (20 mm) NPT
Nominal K-Factor: 14.0 U.S. (202 metric')
'Metric K-factor measurement shown is when pressure is measured in bar. When pressure
is measured in kPa, divide the metric K-factor shown by 10.0,
Overall Length: 2-7/8" (73 mm)
Deflector Diameter: 1-3/4" (44.5 mm)
Viking Technical Data may be found on
The Viking Corporation's Web site at
http://www.vikinggroupinc.com.
The Web site may include a more recent
edition of this Technical Data Page.
Material Standards:
Frame Casting: Brass UNS-C84400
Deflector: Phosphor Bronze UNS-C51000
Seat (pip cap): Stainless Steel UNS-S31603
Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape
Compression Screw: Stainless Steel UNS-S31603
Trigger and Support: Stainless Steel UNS-S31600
Form No. F_060198
Replaces page 120a-f dated January 20, 2006 (revised
minimum area of coverage to 64 ft2 per NFPA 13.)
Sprinkler 120b
April 6, 2007
\lIKlNGi
TECHNICAL DATA
ESFR PENDENT SPRINKLER
VK500 (K14.0)
The Viking Corporation, 210 N Industrial Park Road, Hastings MI49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint.
Ejector Spring (Sprinkler Base Part No. 11350 only): 17-7 Stainless Steel
Ordering Information: (Also refer to the current Viking price list.)
Order ESFR Pendent Sprinkler VK500 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix
for the temperature rating to sprinkler base part number.
Finish Suffix: Brass = A
Temperature Suffix (OFI"C): 1650/740 = C, 2050/960 = E
For example, sprinkler 10284 with a Brass finish and a 165 of/74 oC temperature rating = Part No. 10284AC.
Available Finishes And Temperature Ratings:
Refer to Table 1
Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book,)
Sprinkler Wrenches:
A. Part No. 13635W/B (double-ended wrench - Use Side A Side B is for use with K25.2 ESFR Pendent Sprinkler VK510)
Available since 2006,
B. Part No. 10285W/B (no longer available)
Sprinkler Cabinet:
Twelve-head capacity: Part No. 01725A(available since 1971)
Ordinary
Intermediate3
Sprinkler Finish: Brass
165 of (74 OC)
205 of (96 oc)
100 of (38 oc)
150 of (65 oc)
None
White
Footnotes
1 The sprinkler temperature rating is stamped on the deflector.
2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction,
Refer to speCific installation standards.
3 The intermediate temperature rating is available for Sprinkler Base Part No, 10284 only,
April 6, 2007
Sprinker 120c
~IKlNGj
TECHNICAL DATA
ESFR PENDENT SPRINKLER
VK500 (K14.0)
The Viking Corporation, 210 N Industrial Park Road, Hastings MI49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp,com
NPT Thread Size Nominal Overall Length
Base Part K-Factor
Number' SIN
Inches mm U.S. metric' Inches mm
10284 VK500 3/4" 20mm 14.0 2-7/8 73
11350 VK500 3/4" 20mm 202 2-7/8 73
Approved Temperature Ratings
A - 165 of (74 oc) B - 205 of (96 oc)'
Listings and Approvals3.'
(Refer also to Design Criteria on page 120 d.)
cULus' FM NYC. VdS LPCB (E $
A1, B1 A1, B1 A1 A1
A1 A1 A1
Approved Finish
1 - Brass
Footnotes
, Base part number shown. For complete part number, refer to the price list.
2 Metric K-Factor measurement shown is when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-Factor shown by 10.0.
3 This chart shows listings and approvals available at the time of printing, Other approvals may be in process.
4 Refer to the latest standards of NFPA 13, applicable FM Global Loss Prevention Data Sheets, LPCB Loss Prevention Standards, and the latest VdS stand-
a~L .
5 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada,
6 Accepted for use, City of New York Department of Buildings, MEA 89-92-E. Vol. 18.
, The intermediate temperature rating is available for Sprinkler Base Part No, 10284 only.
Vlrench
FLo.t
Protective
Sprinkler
Cup
2- 7/B'
(73 ",,)
2-7IB'
<73 1111)
I ]-3/4' I
r- (44,5 I'll'l)--j
J)I V~ ~
"'--lIC;P SirJp A
Sprinkl~r 10284 shown with th~
ordInary -terlpera-ture ro.tE>d eleF"len-t.
SprinkLer 11350 Is slr<1llo.r, however,
it has an ejector sprin\=l.
Sprinkl~r 10284 shewn with th~
interMediate teMpero.iure ra.ted eleMen-t.
Figure 1:
ESFR Pendent Sprinkler Wrench 13635W/B
Figure 2:
ESFR Pendent Sprinkler VK500 Dimensions
Sprinkler 120d
April 6, 2007
~IKlNGi
TECHNICAL DATA
ESFR PENDENT SPRINKLER
VK500 (K14.0)
The Viking Corporation, 210 N Industrial Park Road, Hastings MI49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
General Guidelines:
Maximum Roof or Ceiling Slope: 2 in 12 (167 mm/m or 9.5 degrees).
Sprinkler Position: Approved for use only in the pendent position. Align the deflector parallel with the ceiling or roof.
System Type: Wet systems only.
Deflector Distance from Walls: At least 4" (102 mm) from walls, and no more than one-half the allowable distance permitted between sprinklers,
Clearance from Deflector to Top of Storage: At least 36" (914 mm),
Maximum Distance Between Sprinklers: The maximum area of coverage allowed per sprinkler is 100 fl' (9.3 m')*".
. For buiidings over 30 fl (9.1 m) high, spacing between sprinklers and/or branch lines must be from 8 to 10 fl (2.4 to 3.1 m)*".
. For building heights up to 30 ft (9.1 m), the spacing allowed between sprinklers and/or branch lines is 8 to 12 ft (2.4 to 3.7 m), provided the
area covered per sprinkler does not exceed the maximum 100 ft' (9,3 m') allowed"".
""Refer to the Installation Standards for permissible deviations from the maximum sprinkler spacing rules above, to eliminate obstructions created
by trusses and bar joists when using ESFR sprinklers,
Minimum Area of Coverage: The minimum area of coverage allowed per sprinkler is 64 ft' (5.8 m').
Note: If the ceiling is beam and girder or panel construction, locate sprinklers in the bays rather than under the beams.
cULus Listina Reauirements:
ESFR Pendent Sprinkler 10284 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest appropriate NFPA
standards (including NFPA 13) for ESFR Pendent K14,O (202 bar) Sprinklers, for: j
. Protecting rack storage of certain specified materials up to 35 fl (10.7 m) high in buildings with 40 ft (12,2 m) high ceilings with NO in-rack sprin-
klers.
. NFPA 13 indicates the following for ESFR pendent sprinklers having a 14,0 nominal K-Factor: Position the deflector a maximum of 14" (356 mm)
and a minimum of 6" (152 mm) below the ceiling.
. The minimum area of coverage allowed per sprinkler is 64 ft2 (5.8 m2) per NFPA 13,
FM ADDroval Reauirements:
ESFR Pendent Sprinklers 10284 and 11350 are FM Approved as indicated in the Approval Chart for installation in accordance with the latest applicable
FM Loss Prevention Data Sheets (including 2-2 and 8-9) and Technical Advisory Bulletins for ESFR Pendent K14.0 (202 bar) Sprinklers for:
. Protecting rack storage of certain specified materials up to 35 fl (10,7 m) high in buildings with 40 ft (12,2 m) high ceilings with NO in-rack sprin-
klers.
. Protecting rack storage of certain specified materials up to 40 ft (12.2 m) high in buildings with 45 ft (13.7 m) high ceilings with one row of in-rack
sprinklers.
. FM Global Loss Prevention Data Sheet 2-2 provides the following positioning requirement: Install K14,O ESFR sprinklers with the center line of
the thermal sensina element located a maximum of 13" (330 mm) and a minimum of 4" (102 mm) below the ceiling,
. The minimum area of coverage allowed per sprinkler is 64 ft2 (5,8 m') per FM Global Loss Prevention Data Sheet 2-2,
NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria,
IMPORTANT: Always refer to Bulletin Form No. F _091699 - Care and Handling of Sprinklers. Viking ESFR
Pendent Sprinklers are to be installed in accordance with the latest edition of Viking technical data, the latest
applicable Factory Mutual Loss Prevention Data Sheets, including 2-2 and 8-9, the latest standards of VdS, NFPA,
and any other Authorities Having Jurisdiction, and also with provisions of governmental codes, ordinances, and
standards whenever applicable.
April 6, 2007
Sprinkler 120e
'11K1NGj
TECHNICAL DATA
ESFR PENDENT SPRINKLER
VK500 (K14.0)
The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
4. INSTALLATION
WARNING: Viking sprinklers are manufactured and tested to meet rigid requirements of the approving agency. The sprinklers are
designed to be installed in accordance with recognized installation standards. System design must be based on ESFR design
guidelines described in the latest edition of Viking technical data, applicable FM Giol,ql Loss Prevention Data Sheets, the latest
NFPA Standards, the latest standards of Verband der Sachversicherer (VdS), Loss Prevention Council (LPCB), the Authorities
Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards whenever applicable, Deviation
from the standards or any alteration to the sprinkler after it leaves the factory including, but not limited to: painting, plating, coating,
or modification, may render the sprinkler inoperative and will automatically nullify the approval and any guarantee made by The
Viking Corporation.
A. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping container, Never install
sprinklers that have been dropped or damaged in any way, Such sprinklers should be destroyed immediately. NOTE: Wet pipe
systems must be provided with adequate heat.
B. The sprinklers must be installed after the piping is in place to prevent mechanical damage. Before installing, be sure to have the
appropriate sprinkler model and style, with the correct orifice size, temperature rating, and response characteristics.
C. With the sprinkler contained in the plastic protective cap, apply a small amount of pipe-joint compound or tape to the male threads
only, while taking care not to allow a build-up of compound in the sprinkler orifice.
0, Use ONLY sprinkler wrench 10285W/B or 13635W/B (shown in Figure 1) for installing ESFR Sprinkler VK500! With the
sprinkler contained in the protective cap, install the sprinkler onto the piping by applying the sprinkler wrench to the
sprinkler wrench flats only, while taking care not to damage the sprinkler operating parts.
. DO NOT use any other -type of wrench, as this could damage the unit.
. DO NOT use the sprinkler deflector or fusible element to start or thread the sprinkler into a fitting.
. DO NOT exceed 50 ft. Ibs. of torque (hand tight, plus approximately two full turns with the wrench) to install these sprinklers.
Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler.
E, After installation, the entire sprinkler system must be tested, The test must be conducted to comply with the Installation Standards.
Make sure the sprinkler has been properly tightened. If a thread leak occurs, normally the unit must be removed, new pipe-joint
compound or tape applied, and then reinstalled, This is due to the fact that when the joint seal is damaged, the sealing compound
or tape is washed out of the joint. Immediately replace any damaged units, using the special sprinkler wrench only.
F, After installation and testing and repairing of all leaks, remove the protective caps from the sprinklers. Do NOT use any
type of tool to remove the cap. Remove the cap by hand: turn it slightly and pull it off the sprinkler. When removing caps,
use care to prevent dislodging or damaging sprinkler ejector spring and fusible element. THE CAPS MUST BE REMOVED
FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE!
G. System design must be based on ESFR design guidelines described in applicable FM Global Loss Prevention Data Sheets, the latest
standards of Verband der Sachversicherer, LPCB, the National Fire Protection Association, and the Authorities Having Jurisdiction.
All requirements of recognized sprinkler system design standards apply to systems utilizing Viking ESFR Pendent Sprinklers.
NOTE: Viking recommends installing one style of sprinklers (either pendent or upright) throughout ESFR systems.
However, provided the fusible elements are installed within the distance below the ceiling allowed by the installation
standards, and when acceptable to the Authority Having Jurisdiction, Viking considers the practice of mixing upright
and pendent ESFR sprinklers to be acceptable.
5. OPERATION
During fire conditions, the heat-sensitive fusible element assembly disengages, releasing the seat and spring assemblies to open the
waterway, Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattem to suppress the fire,
Sprinkler 120f
April 6, 2007
~IKlNGi
TECHNICAL DA1A
ESFR PENDENT SPRINKLER
VK500 (K14.0)
The Viking Corporation, 210 N Industrial Park Road, Hastings MI49058
Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com
6. INSPECTIONS, TESTS AND MAINTENANCE
NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For
minimum maintenance and inspection requirements, refer to the NFPA standard that describes care and maintenance of sprinkler
systems. In addition, the Authorities Having Jurisdiction milY have additional maintenance, testing, and inspection requirements
that must be followed.
A. The sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. The frequency of
inspections may vary due to corrosive atmosphere, water supplies, and activity around the device,
B. Sprinklers that have been painted or mechaniCCllly damaged must be replaced immediately. Sprinklers showing signs of corrosion
shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, re-
placed after a specified term of service. For Viking ESFR Pendent Sprinklers, refer to the Installation Standards (e.g., NFPA 25) and
the Authorities Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Sprinklers that
have operated cannot be reassembled or reused, but must be replaced. When replacing sprinklers, use only new sprinklers,
C. The sprinkler discharge pattern is critiCClI for proper fire protection. Therefore, nothing should be hung from, attached to, or
otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers
installed.
0, When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/or
valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be
given to employment of a fire patrol in the affected area,
1, Remove the system from service, drain all water, and relieve all pressure on the piping,
2. Using the special sprinkler wrench, remove the old sprinkler and install the new unit Care must be taken to ensure that the
replacement sprinkler is the proper model and ttyle, with the correct orifice size, temperature rating, and response character-
istics, A fully stocked spare sprinkler cabinet should be provided for this purpose,
3. Place the system back in service and secure all valves. Check the replaced sprinklers and repair all leaks,
E. Sprinkler systems that have been subject to a fire must be returned to service as soon as possible. The entire system must
be inspected for damage and repaired or replaced as necessary, Sprinklers that have been exposed to corrosive products of
combustion, but have not operated, should be replaced. Refer to the Authorities Having Jurisdiction for minimum replacement
requirements.
7. AVAILABILITY
The Viking Model VK500 Sprinkler is available through a network of domestic and international distributors, See The Viking
Corporation web site for the closest distributor or contact The Viking Corporation,
8. GUARANTEE
For details of warranty, refer to Viking's current list price schedule or contact Viking directly.
Form No, F_060198
Replaces page 120a-f dated January 20,2006 (Revised
minimum area of coverage to 64 ft2 per NFPA 13.)
@ PQ!!!Jition
VSR-F
VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
U.S. Pat. No. 3921989
Canadian Pat. No. 1009680
Other Patents Pending
Potter Electric, Rd., 1990
UL, ULCandCSFMListed, FMandLPCBApproved,NYMEA
Accepted, CE Marked
Service Pressure: Up to 450 PSI (31 BAR)
Minimum Flow Rate for Alarm: 10 GPM (38 LPM)
Maximum Surge: 18 FPS (5,5 m/s)
Contact Ratings: Two sets of SPDT (Form C)
15.0Amps at 125/250VAC
2.0 Amps at 30VDC Resistive
Conduit Entrances: Two knockouts provided for 1/2" conduit
Environmental Specifications:
. Suitable for indoor or outdoor use with factory installed
gasket and die-cast housing.
. NEMA 4/IP54 Rated Enclosure - use with appropriate
conduit fitting.
. Temperature Range: 40oF/120oF, 4,50C/490C
. Non-corrosive sleeve factory installed in saddle.
Caution: This device is not intended for applications in explosive
environments.
Sizes Available: Steel Pipe schedules 1 0 thru 40, sizes 2" thru 8"
BS 1387 pipe 50mm thru 200mm
Note: For copper or plastic pipe use Model VSR-CF.
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-13R'
National Fire Alarm Code NFPA-72
Optional: Cover Tamper Switch Kit, Stock No. 0090018
GENERAL INFORMATION
The Model VSR-F is a vane type waterflow switch for use on
wet sprinkler systems. It is UL Listed and FM Approved for
use on steel pipe; schedules 10 through 40, sizes 2" thru 8"
(50mm thru 200mm).
LPC approved sizes are 2" thru 8" (50mm thru 200mm).
The unit may also be used as a sectional waterflow detector
on large systems.
The unit contains two single pole, double throw, snap action
switches and an adjustable, instantly recycling pneumatic re-
tard. The switches are actuated when a flow of 10 gallons per
minute (38 LPM) or more occurs downstream of the device,
The flow condition must exist for a period of time necessary to
overcome the selected retard period.
ENCLOSURE: The unit is enclosed in a general purpose, die-
cast housing. The cover is held in place with two tamper resis-
tant screws which require a special key for removal. A field in-
stallable cover tamper switch is available as an option which
may be used to indicate unauthorized removal of the cover. See
bulletin no. 5400775 for installation instructions of this switch,
INSTALLATION: See Fig.2
These devices may be mounted on horizontal or vertical pipe.
On horizontal pipe they should be installed on the top side of the
pipe where they will be accessible, The units should not be in-
stalled within 6" (15cm) of a fitting which changes the direction of
the waterflow or within 24" (60 cm) of a valve or drain.
Drain the system and drill a hole in the pipe using a circular saw
in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices
require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm
:t2mm). All other sizes require a hole with a diameter of 2" :1:1/8"
(50mm :t2mm).
Clean the inside pipe of all growth or other material for a dis-
tance equal to the pipe diameter on either side of the hole.
Roll the vane so that it may be inserted into the hole; do not bend
or crease it. Insert the vane so that the arrow on the saddle
points in the direction of the waterflow. Install the saddle strap
and tighten nuts alternately to an eventual 50 ft-Ibs, (68 n-m) of
torque (see Fig. 2). The vane must not rub the inside of the pipe
or bind in any way.
Specifications subject to change without notice,
PRINTED IN USA
Potter Electric Signal Company' 2081 Craig Road, SI. Louis, MO, 63146-4161 . Phone: 800-325-3936/Canada 888-882-1833. www.pottersignal.com
PAGE 1 OF 2
MKT, #8800001 - REV W
MFG, #5400761 - 7/02
@) PQ!!!Jition
FIG. 1
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
~/
G/
()l!IGO'"
owe. ,g2J-]
CAUTION:
An un insulated section of a
single conductor should not
be looped around the termi-
nal and serve as two sepa-
rate connections. The wire
must be severed, thereby
providing supervision of the
connection in the event that
the wire becomes dislodged
from under the terminal.
FIG. 2
VSR-F
VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
OPTIONAL TAMPER SWITCH ~ DO NOT LEAVE COVER OFF FOR
~ EXTENDED PERIOD OF TIME
RETARD ADJUSTMENT: ~
TO CHANGE TIME TURN KNOB (EITHER DIRECTION) .0
FOR DESIRED TIME DELAY. USE THE MINIMUM
AMOUNT OF RETARD NECESSARY TO PREVENT
FALSE ALARMS. A "S" SETTING IS USUALLY
ADEOUATE FOR THIS, FACTORY IS SET TO "S",
TO INSTALL. DRILL HOLE AS INDICATED:
PIPE SIZE HOLE SIZE
2" 10 2 1/2" I 1/4" +1/8" -1/16"
(50mm 10 65mm) (33mm i2mm)
3" 10 8" 2" ;'1/8"
(80mm 10 20Dmm) 50mm ;,2mm)
Cover Tamper
(with cover in place)
n~
C NO NC
(WHT) (RED) (BlK)
DWG. #761-30
FIG. 3 TYPICAL ELECTRICAL CONNECTIONS
2 SETS Dr
NOAMAUY OPEN COHACTS
CLOSE ON AlA/h,
rn
~
THE Me '-NO NO ~S
ON THE SWITCH ARt fOR
MI #tl.JlRW CONDITION.
THE CONtACTS ARE: R[\I(RSra
"EN THE 0E'o'ICt IS ...
THE ~oll CQfOrlOH..
NOTES:
1. The Model VSR-F has two
switches, one can be used to
operate a central station, pro-
prietary or remote signaling
unit, while the other contact is
used to operate a local audible
or visual annunciator.
2, A condition of LPC Approval of
this product is that the electri-
cal entry must be sealed to
exclude moisture.
3. For supervised circuits see
"Switch Terminal Connec-
tions" drawing and caution
note (Fig, 1),
TIGHTEN NUTS
ALTERNATELY TO AN
EVENTUAL 5DFT.-LBS (6B nom)
OF TORQUE
MOUNT ON PIPE SO
ARROW ON SADDLE
POINTS IN DIRECTION
OF WATERFLOW
ROLL PADDLE IN
OPPOSITE DIRECTION
OF WATERFLOW
FIG. 4
To remove knockouts: Place
screwdriver at edge of knock-
outs, not in the center.
APPLICATION WARNING I
Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches
that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or
chemical suppression systems.
TESTING
The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in
accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends
quarterly or more frequently).
If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for
test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the
VSR-F is not recommended or advisable,
A minimum flow of 10 gpm (38 Lpm) is required to activate this device.
IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be
tested in accordance with the testing instructions.
PRINTED IN USA
PAGE 2 OF 2
MKT,#8800001-REVW
MFG, #5400761 - 7/02
rl:oOP'HANGERSj';~:{::>'," <, "'\ .,:" .' - , ';~~'3~'
rB.,. ~ ~ 1" :II ~ N "
Part Nominal RS A B Max. Rec.
Number Pipe Size load (Ibs)
1000050EG 1/2 " 3/8" 2-3/4" 1 " 300
1000075EG 3/4" 3/8" 3-1/16" 1 " 300
1000100EG 1 " 3/8" 3-5/16" 1 " 300
1000125EG 1-1/4 " 3/8" 3-9/16" 1 " 300
1000150EG 1-1/2 " 3/8" 3-13/16" 1 " 300
1000200EG 2" 3/8" 4-1/4" 1 " 300
1000250EG 2 -1/2 " 112 " 5-5/8" H/4" 1000
1000300EG 3" 1/2 " 6-9/16 " 1-114 " 1000 j
1000350EG 3-112 " 1/2 " 7" H/4" 1000
1000400EG 4" 5/8" 7-3/4" 1-5/16" 1100
1000500EG 5" 5/8" 9- 1 18 " 1-5/16" 1100
1000600EG 6" 3/4" 10-5/8" 1-9/16" 1250
1000800EG 8" 7/8" 1 3-1/8" 1-5/8" 1250
SWIVEL LOOP HANGER 100
Heavy Duty Adjustable Band Hanger
. Size Range: 1/2" through 8"
. Surface Finish: Electro-zinc plated
. Recommended for the suspension of stationary
non-insulated pipe lines
. Features a retained insert nut to ensure that the
loop hanger and insert nut stay together
. Conforms with Federal Specification WW-H-171 (Type 10),
Manufacturers Standardization Society (MSS) SP-58 and
SP-69 (Type 10)
3/4" - 8" 1/2" - 8"
~ c@us
RS
A
LOOP HANGER SURGE RESTRAINT LHSR6
Heavy Duty Adjustable Band Hanger
. Size Range: fits 1/2" through 2" model 100 loop hangers
. Surface Finish: CADDY@ COAT Black
. Restricts the upward surge movement of
activated fire sprinkler systems
. Meets NFPA@ 13 requirements
. One size fits 1/2" thru 2" sizes of the model
100 loop hanger
. Grips the loop hanger - not the nut - allowing
~"""'",'I", fine tuning for height adjustment
~ . Installs without tools
(~~I.].)~
~!b.
20
800-333-0852
www.erico.com
:~~l.OOP HltNGlltS ';)f~:' ,',' " , , ,:r,>~"', I ';' ]J>
if' '
SWIVEL LOOP HANGER 115
Adjustable Band Hanger with NFPA Rod Sizes
. Size Range: 2-1/2" through 8"
. Surface Finish: Electro-zinc plated
. Recommended for the suspension of stationary
non-insulated pipe lines
. Manufactured to use the minimum rod size permitted by
NFPA for fire sprinkler piping
. Conforms with Federal Specification WW-H-171 (Type 10),
Manufacturers Standardization Society (MSS) SP-58 and
SP-69 (Type 10)
Part Nominal RS A B Max. Rec.
Number Pipe Size load (Ibs)
1150250EG 2-1/2 " 3/8" 5-9/16 " 1 " 525
1150300EG 3" 3/8" 6-9/16 " 1 " 525
1150350EG 3-1/2 " 3/8" 7-1/16" 1 " 585
1150400EG 4" 3/8" 7-9/16" 1 " 650
1150500EG 5" 1/2 " 9-3/16 " 1-1/4 " 1000
1150600EG 6" 1 /2" 11-5/16" 1-1/4" 1000
1150800EG 8" 1 /2" 12-7/8" 1-1/4 " 1000
~ c@us
RS
~1
800-333,0852
www.erico.com
21
ERICCJ~
SPLIT RING HANGERS 2
I SPLIT RING HANGER 455
Malleable Iron Split Ring Stand-Off Hanger
. Size Range: 3/8" through 4"
. Surface Finish: Electro-zinc plated
. Recommended for the suspension of stationary
non-insulated pipe lines
. Allows for piping runs close to ceiling or walls
. Conforms with Federal Specification WW-H-171 (Type 25),
Manufacturers Standardization Society (I'v1SS) SP-58 and
SP-69 (Type 12)
. Bolt and rivet are carbon steel
4550037PL 3/8" 3/8" 1-5/16" 3/8" 180
4550050PL 1/2 " 3/8" 1-1/2" 3/8" 180
4550075PL 3/4" 3/8" 1- 3/4" 7/16" 180
4550100PL 1 " 3/8" 2" 7/16" 180
4550125PL 1-114" 3/8" 2 - 3/8 " 1/2" 180
4550150PL 1-1/2 " 3/8" 2-5/8" 1/2" 180
4550200PL 2" 3/8" 3-1/8 " 1/2 " 180
4550250PL 2-1/2 " 1 /2" 3-3/4" 5/8" 300
45~0300PL 3" 1/2" 4- 3/8" 5/8" 300
4550400PL 4" 1/2" 5- 3/8 " 11/16" 300
4550037EG 3/8" 3/8" 1-5/16" 3/8" 180
4550050EG 1/2 " 3/8" 1- 1 /2" 3/8" 180
4550075EG 3/4" 3/8" 1- 3/4" 7/16" 180
4550100EG 1 " 3/8" 2" 7/16" 180
4550125EG 1-1/4 " 3/8" 2-3/8" 1/2 " 180
4550150EG 1-1/2 " 3/8" 2-5/8" 1/2 " 180
4550200EG 2" 3/8" 3-1/8" 1/2 " 180
4550250EG 2-1/2" 1/2 " 3-3/4" 5/8" 300
4550300EG 3" 1/2 " 4- 3/8 " 5/8" 300
4550400EG 4" 1/2" 5-3/8" 11116" 300
RS -1 r
i
~
&Jib.
A
l_
16
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'BEAM '_lAMPS ,~" ",~ 11
BEAM CLAMP 300
Universal Ductile Iron Beam Clamp
. Size Range: 3/8", 1/2", 5/8", 3/4" and 7/8" rod sizes
. Surface Finish: Black, Electro-zinc plated
. Structural attachment to top or bottom of metal beams,
purlins, channel, or angle iron
. Setscrew made of hardened steel
. For retainer straps see Models 300C and 035RS
. Available with a HD finish by special order
. Conforms with Federal Specification WW-H-171 (Type 23),
Manufacturers Standardization Society ANSI/MSS-SP-58
(Type 19 & 23), install in accordance with ANSI/MSS-SP-69
. Setscrew must be tightened and torqued onto the sloped
side of the I-beam
3000037PL *
3000050PL *
3000062PL
3000075PL
3000087PL
3000037EG*
3000050EG *
3000062EG
3000075EG
3000087EG
3/8
1/2
5/8
3/4
7/8
3/4" 1-1/8"
3/4" 1-1/8"
3/4" 1-1/8"
3/4" 1-1/8"
3/4" 1-1/8"
3/8"
7/16"
3/8"
3/8"
3/8"
500
950
950
950
950
250
760
760
760
760
*Theses sizes are FM approved
Recommended Torque** (for setscrews):
~ c@us
TOP
May be mou~ted
in either position
BOTTOM
**Recognizing that torque wrenches are generally not used or available on
many job sites, the setscrew should be tightened so it contacts the I-beam
and then an additional 1/4 to 1/2 turn added.
&
["~I.).}~
~~.
92
800-333-0852
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RISER CLAMP 520
Vertical Pipe Support with Epoxy Coating
· Size Range: 1/2" through 8"
. Surface Finish: Epoxy Coated
. Recommended for suspending vertical steel pipe risers
where it is undesirable to have the steel of the hanger
in direct contact with the pipe
. Conforms with Federal Specification WW-H-171
(Type 8), Manufacturers Standardization Society (MSS)
SP-58 and SP-69 (Type 8)
NOTE: Clamp is fitted for steel pipe and should be installed
below a coupling or shear lug, with bolts torqued to
recommended value
Part Nominal A B HS Max. Rec.
Number Pipe Size load (Ibs)
5200050EP 1/2 " 8- 1/2 " 1 " 7/16" 255
5200075EP 3/4" 9" 1 " 7/16" 255
5200100EP 1 " 9" 1 " 7/16" 255
5200125EP H/4 " 9- 7/1 6 " 1 " 7/16" 255
5200150EP 1-1/2 " 9- 7/8 " 1 " j 7/16" 255
5200200EP 2" 10-1/4" 1-3/16 " 7/16" 255
5200250EP 2-1/2 " 11 " 1-3/16" 7/16" 390
5200300EP 3" 11 -3/4 " 1 - 3/1 6 " 7/16" 530
5200400EP 4" 13" 1-1/2 " 9/16" 810
5200500EP 5" 14- 1/2 " 1-1/2 " 9/16" 1160
5200600EP 6" 16" 2" 9/16" 1570
5200800EP 8" 18-1/4" 2" 11/16 " 2500
,------HS I
o LIrj--;--i
--,
A
,",
800-333-0852
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35
ERICD8
reduction facta-. The following table Hsts the load reduction factor, Re, for each
anchor diameter; 0, based on the ancha- center to edge distance.
ANCHOR EDGE OISTANCE E ClNCHESl
SIZE TENSION ONLY
o 120 110 100 90 80
1/4 2-3/4 2-1/2 2-1/4 2
5/16 3-1/2 3-1/8 2-7/8 2-1/2
3/8 4-1/2 4-1/8 3-3/4 3-3/8 3
4
5/8 7-112 6-718 6-114 5-5/8 5
1.00 0.95 0.90 0,85 0,80
For shear loads, an edge distance, E, of 12 diameters (120) or greater should
be used to obtain the maximum shear load. The minimum recommended edge
distance, E. is 8 diameters (80) at which point the shear load should be
reduced by 50%. Edge distances closer a- less than 8 diameters (80) need to
be field tested. Actual base material conditions will determine any applicable
reduction facta-. The following table lists the load reduction factor, Re, for each
ancha- diameter; 0, based on the anchor center to edge distance.
ANCHOR EDGE DtSTANCE E CINCHES)
SIIE SHEAR ONLY
o 120 110 100 90 80
1/4 3 2-3/4 2-1/2 2-1/4 2
5/16 3,3/4 3-1/2 3-1/8 2,7/8 2,1/2
3/8 4-1/2 4-118 3-3/4 3-3/8 3
1/2 5-112 4-112 4
5/8 7-112 6-7/8 6-1/4 5-5/8 5
1,00 0.88 0,75 0.63 0.50
APPROVALS AND LISTINGS
The following approvals and listings are for reference purposes. They should be
reviewed by the design professional responsible for the product installation to
verify approved base materials, sizes. and compliance with local codes.
ICBO ES Research Report No. 5225
COLA Research Report No, 24960
Factory Mutual Serial No, 15219/1952
Underwriters Laboratories File EX 1289 (N)
Federal Specification
Meets the proof load requirements of FF-S-325C, Group II. Type 3, Class 1
(superseded)
Metro Dade - pending
SUGGESTED SPECIFICATION
Expansion anchors shall be pre-assembled and shall consist of a tapered,
slotted expansion sleeve formed from Zamac alloy in which a threaded
steel expansion cone is inserted. The cone shall be plated according to
ASTM Specification B633, SC1, Type III (Fe/Zn 5). or Type 304 Stainless
Steel. Hollow-Set Dropin anchors shall be as dimensioned and supplied by
Powers Fasteners Inc.
t==::a
Steel Dropin
BASE MATERIAL
Solid Concrete, Solid Block, Hard Stone
SIZE RANGE
1/4" to 3/4" Standard Thread, 1/2" & 3/4" in Coil Thread
A.NCIlOR MATERIAL
Carbon Steel and Type 303 or 316 Stainless Steel
PRODUCT DESCRIPTION
The Steel Dropin is an all-steel. machine bolt ancha- available in carbon steel and
two types of stainless steel. It can be used in solid concrete, hard stone, and solid
block base materials. A coil-thread version for fooning applications is also available.
FMRC & UL listings make this anchor appropriate for overhead applications,
~"
~
INSTALlATION PROCEDURES
, . .
'" 17 t>
, .. " '.. '
17 t> <T
~ .'" f . ~
:.' 4 ~. ~:..
. . <II '"''
",17t>
., , .,
. . ".I. .
. ., '." '.
, - <I'
. ," -.... I
17
t>
'"
t> '"
. ~,... '( .
1'.'.4 ", ,.:
.: ',"... 4, .:.
- v '
Drill a hole into the base material to the
depth of embedment required. The
tolerances of the drill bit used should meet
the requirements of ANSI Standard
B212, 15. Do not over drill the hole unless
the application calls for a subset anchor.
Blow the hole clean of dust and other
material, Insert the anchor into the hole
and tap flush with the surface, Using a
Powers setting tool specifically. set the
anchor by driving the too/ with a sufficient
number of hammer blows until the shoulder
of the tool is seated against the anchor.
Anchor will not hold allowable loads
required if shoulder of Powers setting tool
does not seat against anchor.
If using a fixture, position it insert bolt and
tighten. Most overhead applications utifize
threaded rod. Minimum thread
engagement should be at least 2/3 of the
anchor thread length.
11
ANCHOR SIZES AND STYLES
To select the proper minimum thread length for a machine bolt used to attach
a fixture, determine the thickness of the fixture including any spacers or shims,
Add this to the depth required to engage at least 213 of the thread in the
anchor body,
CAIlIlON STEEl. SMOOTH WAU OROP'N
CAI DRIll rJlIN 11OL~ IHRlAD <;10 qo WT I
NO SIlf. DIA Dlpm OfPIH 80:<. C1N 100
6304 1/4" 3/8" 1" 7/16" 100 1000 2
6306 3/8" 1/2" 1-9/16" 5/8" 50 500 6
6308 1/2" 5/8" 2" 13/16" 50 250 12
6320 5/8" 7/8" 2-1/2" 1-3/16" 25 125 32
6312 3/4" 1" 3-3/16" 1-3/8" 10 50 48
CAr DI1111 rr.IN HOtf IHRI m' SIll sm WT t
NO Sill OlA UlPIH [)If'IH BUX UN 100
6324
6326
6328
1/4"
3/8"
1/2"
5/8"
1"
7/16"
100 1000
50 500
50 250
1/2"
2"
13/16"
TYPE 303 STAINLESS STEEl OROl'IN
CAT DRill '~IN HOlI THRIAD SID SID WT!
NO SIIE OIA OEP IH OH'TH BOX CTN 100
6204 1/4" 3/8" 1" 7/16" 100 1000 2
6206 3/8" 1-9/16" 5/8" 50 500 6
I
6208 1/2" 5/8" 2" 13/16" 50 250 12
6210 2-1/2" 1-3/16" 25 125 32
6212 3/4" 1" 3-3/16" 1-3/8" 10 50 48
CAl DRilL MIN HOLE fHRlAO SID SW WTI
NO SIIE OIA DEPTH DEPTH BOX crN 100
6224 1/4 " 3/8" 1" 7/16" 100 1000 2
6226 3/8" 1/2" 1-9/16" 5/8" 50 500 6
6228 1/2" 5/8" 2" 13/16" 50 250 12
6230 5/8" 7/8" 2-1/2" 1-3/16" 25 125 32
6232 3/4" 1" 3-3/16" 1-3/8" 10 50 48
~O~ STE~CIIIt IHRE.I\D PIlOl'1~
CAT DRILL MIN HOlf lHREAD 510 510 WT'
NO SllE. OIA DEPTH DE.PfH BOX GIN 100
6330 1/2" 5/8" 2" 13/16" 50 250 12
6332 1.3/8" 10 50 48
SETTllIGrQ(JlS FIlR fNrERNAtf'tIlG OROl'IN
..,....,.. =-111. mUI' tIl.Ut.! i'S.1I ~....
Size 1/4" 3/8" 1/2" 5/8" 3/4 "
Pin Length ,615" ,955" 1,184" 1,312" 1.950"
INSTALLATION SPECIFICATIONS
11? (1)1I .. 4 fail
ANCHOR SilE 114 318 112 HUH-AD 5 !:I .:./4 lHkE.AD
MATERiAl SPECIFICATIONS
ANCHOR (ARRni~ TYPE. )03 TyPE 316
COMPONlNI SIU l 5S SIEEl "$. ~rHL
Anchor Body AIS112L14
Plug AISll018
Plating ASTM 8633.5C1, Type III iFe/Zn 5)
Type 303 55
Type 303 SS
N/A
Type 316 SS
Type 316 5S
NIA
PERFORMANCE DATA
The following ultimate load capacities are based on testing conducted
according to ASTM Standard E 488,
ULTIMATE WIIQ liAPI\CITIE~ '.CQNCIlETE ((:~NANll STAINLE~ STEEl)
ANCHOR DRILL t "/B[r~ .. oon f'''il rO!'IJCRr TE <100f) 0"\1 CONCR[ fl [,000 1"'1 rnNCRE fE
SIlt HI' j'lf 'I 'oj '.Ill ,It< l' \J"lf)~~ "II II \ . It~. 'IHAR
(IN) (IN! (IN.) \l&-J [LBS) llBSl (U1SI MiSl (la~)
2
6
12
1/4 3/8 1 1,140 2,120 1,985 2,120 2,080 2,120
3/8 1/2 1-9/16 2,180 4,585 4,180 4,585 4,950 4,585
1/2 5/8 2 4,105 6.400 5.760 6.400 6,585 6.400
5/8 7/8 2-1/2 4,665 12.380 7.440 12,380 10,920 12,380
3/4 1 3-3/16 8,580 15,680 14.405 15,680 17,300 15,680
UlTIMATE ~O,l\l}CA~,4\CmES, UGIlTWEIGHt Cl!~C~EJll
:;>000 P"IIIGHrwfIGHf CONeR! If
A,NCHOH l ~ '6t [) l ~.""I )~J \fl. AR
Silt mPTH (LBS l {lBS.)
1/4" 1" 1,890 1.420
3/8" '-9/16" 3,060 3,790
1/2" 2" 3.960 5.740
5/8" 2-1/2" 5,240 10,860
3/4" 3-3/16" 7,970 14,800
NOTE: The values listed above are ultimate load capacities for the carbon steel, stalhless steel, and
coil-thread dropin anchors whicll should be reduced by a minimum safely factor of 4 or greater
to determine the allowable working load,
DESIGN CRITERIA
IlA$EMI\TERIAl THICKNESS
The minimum recommended thickness of base material, BMI. when using
the Steel Dropin is 125% of the embedment to be used, For example, when
installing an anchor to a depth of 3", tile base material should be at least
3-3/4" thick,
~ACING BE1WEEN ANCHORS
To obtain the maximum load in tension or shear. a spacing, S, of 10 anchor
diameters (100) or greater should be used, The minimum recommended anchor
spacing, S, is 5 anchor diameters (50) at which point the load should be
reduced by 50%, Anchor spacing closer or less than 5 diameters (50) needs to
be field tested, Actual base material conditions will determine any applicable
reduction factor, The following table lists the load reduction factor, Rs, for eacll
anchor diameter, 0, based on the center to center anchor spacing,
ANCHOR ^N( HOR SPACINr. s tlNCH~ $'
sm ' NSION ~VJI) Sl-Il- A.I{
D , UU ~D 1)0 7U 60 SO
ANSI Drill 3/8" 1/2" 5/8" 5/8" 7/8" 1" 1" 1/4 2-1/2 2-1/4 2 1-3/4 1-1/2 1-1/4
Bit Sile 3/8 3-3/4 3-3/8 3 2.5/8 2-1/4 1-718
Max Torque 10 20 40 80 80 1/2 5 4-1/2 4 3-1/2 3 2-1/2
(ft.-Ibs.l 5/8 6~1/4 5-5/8 5 4-3/8 3-3/4 3-1/8
Thread Size 1/4-20 3/8-16 1/2-13 1/2-6 5/8-11 3/4-10 3/4-4-1/2 3/4 7-1/2 6-3/4 5-1/4 4-1/2 3-3/4
6
'Flange Size 7/16" 9/16" 45/64"
Rs 1.00 0,90 0.80 0.70 0.60 0.50
'Applies to Flanged Dropin Only
rJjIJ
EDGE DISTANCE - TENSION
For tension loads, an edge distance, E, of 12 diameters (120) or greater should
be used to obtain the maximum tension load. The minimum recommended
edge distance, E, is 8 diameters (80) at which point the tension load should be
reduced by 20%, Edge distances closer or less than 8 diameters (80) need to
be field tested, Actual base material conditions will determine any applicable
reduction facta". The following table lists the load reduction factor. Re, fa" each
anchor diameter: 0, based on the ancha" center to edge distance,
ANCHOR lOGE OISfANCl E IINCHES)
SllE TENSION ONLY
o 120 IlD 100 9D 80
1/4 3 2-3/4 2-1/2 2-1/4
3-3/4 3-3/8
1/2 6 5-112 5 4-112
5/8 6-7/8 6-1/4 5-5/8
3/4 9 8-1/4 7-112 6-3/4 6
Re 0.95 0,85 0,80
For shear loads. an edge distance, E, of 12 diameters (120) or greater should
be used to obtain the maximum shear load, The minimum recommended edge
distance, E, is 8 diameters (80) at which point the shear load should be
reduced by 50%, Edge distances closer or less than 8 diameters (80) need to
be field tested. Actual base material conditions will determine any applicable
reduction factor. The following table lists the load reduction factor. Re, for each
anchor diameter: 0, based on the ancha" center to edge distance.
ANCHOR EDGE DISTANCE E IINCHES}
SIZE SHEAR ONLY
o 120 110 100 90 80
1/4 2-3/4 2-1/2 2-1/4 2
3/8 4-1/8 3-3/4 3-3/8 3
1/2 6 5-112 5 4-112 4
S/8 6-7/8 5-5/8
3/4 9 8-1/4 7-112 6-3/4 6
0.88 0.75 0,63 0,50
APPROVALS AND LISTINGS
The following approvals and listings are for reference purposes. They should be
reviewed by the design professional responsible for the product installation to
verify approved base materials, sizes, and compliance with local codes.
ICBO ES Evaluation Report No, 5225
COLA Research Report No, 24960
SBW Report No. 9943
Factory Mutual Research Corporation J.1. OK4A9.AH
Undervvriters Laboratories File EX 1289 (N)
Federal Specification
Meets the descriptive requirements of FF-S-325C,
Group VI II , Type 1 (superseded).
SUGGESTED SPECIFICATION
Expansion anchors shall be a pre-assembled shell type anchor. The body of the
anchor shall be fitted with an internal expansion plug. carbon steel parts shall
be zinc plated according to ASTM Specification B633, FC1, Type III (FeJZn 5),
Stainless steel parts shall be either Type 303 or 316 stainless steel. Steel Dropin
anchors shall be as dimensioned and supplied by Powers Fasteners Inc,
3/8" Mini Dropin
BASE MATUlA/.
Precast Hollow Core Plank, Concrete
SIZE RANGE
3/8"
ANCflOR MATERIAl
Carbon Steel
PRODUCT DESCRIPTION
The 3/8 U Mini Dropin is an all-steel. machine bolt anchor available in carbon
steel for use in shallow embedment applications. It can be used in solid
conuete. hard stone, and solid block along with hollow core concrete plank.
The 3/8" Mini Drop-In may be used overhead, The 3/8" Mini Dropin is an
intemally threaded expansion anchor complete with a pre-assembled integral
expander plug, The anchor is expanded with a matching setting tool designed
to protect internal threads while driving the pre-fitted plug to the end of the
anchor. Each steel anchor body has 4 slots on the leading end which allows it
to eXpllnd. During installation, as the plug is driven into the bottom of the
anchor, the steel shell is forced outward in four directions compressing against
the walls of the anchor hole, A flange on the exposed portion of the anchor
ensures that it remains flush with the surface of the base material. The 3/4"
length of the anchor body makes it ideal for shallow embedment applications
in post tension concrete or pre-cast plank.
ANCHOR SIZES AND STYLES
The following tables list the ordering information for the 3/8" Mini Dropin
anchors and setting tool.
CAAllON STEEl 318" MINI DROPIN
CAT SIZE DRILL MIN HOlE THREAD SID sm WT I
NO OIA DEPTH DEPTH BOX CTN 100
6322
3/8"
1/2"
3/4"
27/64"
100
1.000
SETTING TOOl. fOR 3111.. M1NlllROPIN
CAl SlIt PIN SlO WI
NO LENGTH PACK EACH
6323 3/8" Mini Dropin Setting Tool
NOTE: Do nor use wirh standard Steel Dropin afJf:hors,
0.520
1/2
INSTALlATION SPECIFICATIONS
.'m.m'l~""r.l:
fJ:
ANSI Drill Bit Size
Max Torque (ft.-Ibs,)
Thread Size
Flange Size
1/2"
5
3/8" -16
39/64"
MATERIAL SPECIFICATIONS
.'li'!1tl: ~'l~..'hTji:.lII;'lI:J~'1
H'l~m'll''''II:l1
Anchor Body
Plug
Plating
AIS112L14
AISl1018
ASTM B633. SC1. Type III (Fe/Zn 5)
~
IIASE MATERIAl.
Concrete, Block, Brick, Precast Hollow Core Plank, Stone
SIZE RANGE
1/4" to 5/8"
lamac Alloy with Carbon Steel or Stainless Steel Cones
PRODUCT DESCRIPTION
The Hollow-Set Dropin anchor is designed for anchoring in hollow base
materials such as hollow concrete block, brick with weep holes, and hollow
core pre-cast concrete plank. It can also be used in solid base materials making
it a problem solving universal anchor.
Hollow base materials such as precast plank or C-90 Block often have a
maximum outer wall thickness of '1-1/2". During the drilling process, spalling
on the back side of the wall at the bit penetrates into the hollow portion of the
base material often decreases the wall thickness available for anchoring to 1 "
or less. This creates a problem for most conventional style anchors which will
not function properly in materials of this thickness,
The design of the Hollow-Set Dropin overcomes this problem, FMRC and UL
listings make this anchor appropriate for overhead applications.
INSTALLATION PROCEDURES
_;III.(I;I'I:n~.""'UI!,j'.,,,
Drill a hole into the base material to the required depth.
In hollow base materials, drill through into the cell or
void. The tolerances of the drill bit used should meet
the requirements of ANSI Standard B212.15.
Blow the hole clean of dust and other material. Do not
expand the anchor prior to installation Insert cone end
and tap flush to surface.
Position fixture, insert bolt and tighten The bolt should
engage a minimum of 2/3 of the anchor threads, The
anchor can also be expanded using a Hollow-Set Tool,
If Hollow Tool is used, thread anchor onto tool prior to tapping into anchor hole,
When flush with surtace, turn tool clockwise to tighten Release tool from set anchor
by turning counterclockwise. Fixture can then be attached,
-.,IJIIII:f'\"I.j\';r"!:I'j,.,..
INSTALLATION PROCEDURES
po ;,.
..1. '(' . ~
. "
? ,~,.
. :. A
. ,
, .
":? 'Vt>
.
t> ;,.
Drill a hole into the base material to the required depth.
The tolerances of the drill bit used should meet the
requirements of ANSI Standard B212. 15,
Blow the hole clean of dust and other material, Insert
the anchor into the hole, Position the setting tool in the
anchor
Using the Solid Tool, set the anchor by driving the lamac
sleeve over the cone using several sharp hammer blows.
Be sure the anchor is at the required embedment depth.
so that anchor threads do not protrude above the
surface of the base material. Position the fixture, insert
bolt or threaded rod and tighten.
ANCHOR SIZES
To select the proper minimum length bolt determine the thickness of the
fixture including any spacers or shims, Add this to the depth required to engage
at least 2/3 of the threads in the cone,
CAT NO. ANCHOR DRill OVERALL SllEVE SID SID WI!
C5 55 SIZE DlA lENGTH lENGTH BOK CTN TOO
9320 9420 1/4" 3/8" 7/8" 5/8" 100 1000 1-3/4
9330 5/16" 5/8" 1-5/16" 15/16" 100 500 5-1/2
9340 9440 3/8" 5/8" 1-5/16" 15116" 100 500 5-1/2
9350 1/2" 3/4" 1-3/4" 100 100 9-1/2
9360 5/8" 1" 2" 1-1/2" 100 100 21
5mlNG TOOlS
9363
9362
.'1ml:l.l:
Hollow Toor
Solid Tool
9323
9322
9333
9332
9343
9342
9353
9352
I~I
Solid Setting Tool
,,r;
Hollow Setting Tool (also f()( Solid Settmg)
INSTALLATION SPECIFICATIONS
.'1~'('Uel~""" ~ -. It; Utili
ANSI Drill Bit Size 3/8" 5/8" 5/8" 3/4' l'
Max Torque (ft.-Ibs,) 5 10 20 40
Thread Size 1/4-20 5116-18 3/8-16 1/2-13 5/8-11
3/8" 5/8" 3/4" 1"
in cone
MATERIAL SPECIFICATIONS
ANCHOR CARHtlN SIAlt...tl S5
COMPON,NI Slfll SIU,l
Anchor Body
Cone
Plating (Cone)
Zamac Alloy
AISI12114
ASTM B633. Se1,
Type III (Fe/Zn 5)
Zamac Alloy
T ype304 SS
NIA
PERFORMANCE DATA
The following ultimate load capacities are based on testing conducted
according to ASTM Standard E 488,
UIJIMATE LllAD ~mES ,CONCRETE (CARBON ANDSTAlIlLESS STEEL CONE) .
ANCHOR flRtll f nllBH1 2 GOO P"I {ONCRt ff 4000 PSI (ONeRE. If fl 000 PSI CONCRETE
SW: HlI UUJIH ItNStOtll SIHAR llNSION SHlAR HN$ION SlllAR
(IN) IIN) (IN) IIBSl (IB5) IIB5) (LBS) (1"51 (IB51
1/4 3/8 3/4 760 1.200 1.140 1,200 1.440 1,200
1,000 1.440 1.305 1.440 2.045 1.440
5/16 5/8 3/4 840 1.840 1.240 1.840 1.500 1.840
1.120 1.980 1,680 j 2,200
1,980 1,980
5/16 5/8 1-1/2 2.710 2.740 3.405 2.740 5,110 2.740
3/8 960 2,230 1.460 2.230 1.660 2.230
3/8 5/8 1.370 2,550 2,070 2.550 2.290 2,550
30145 4.315 3,145 5,085 3.145
1/2 3/4 1-1/2 2,140 4.015 4,025 4,015 7.285 4.015
2 3,420 4,020 5,370 4,020 9.705 4,020
5/8 2-1/4 5.725 6.400 9,660 6.400 1 t. 745 6.400
NOTE.' The values listed above are uftimate load capacities which should be reduced by a
minimum safety factor of 4 or greater to determine the allowable working load,
\JL1i".,.r~JPAP~~ITi~ ,H\JLtOW~PNC!lm I'L.ANKlCARll9Il AIlD ,srAIIlLESSsr~E!,.CONE)
, ...................,...-... " -,-,... ...- ...,....- ..............
ANCHOR DRIll HABm 11 000 PSI CONr:Rf H PlANK
Sill HI, IJl-P'fj IlN<;10N SHlAR
(lNI ,IN) "" JibS) (LB5)
1/4 3/8 7/8 ' 2,240 1.800
5/16 5/8 1-112 .' 3.280 2.640
3/8 5/8 3/4 .. '2.525 3.775
3/8 3,620 4.220
1/2 3/4 1-1/2 4.660 6,840
9,660 12.680
. Anchors were installed with sleeve flush to surface of the plank,
" Anchors were installed in solid portion of plank in anchor holes that did not spall into hollow
cavity
ULTIMATE LOAD CAPACITIES. C.go BLOCK AND SOUD BRICK
C q(J HOllOW f3.I DeK
AN( HOR u,mw If NStON SHUi.H
SIZE (IEP1H (lBS.) IlBS I
1/4" '7/8" 1,325 1,575
5/16" '1-112" 3,070 1.815
3/8" '1-112" 3,450 2.485
1/2" '1-112" 3,580 3,655
5/8" '1-1/2" 3.580 3.740
rn' In l1~rl, f,.'1ry
AN, HPI\ II , ", , 'I :{R
SllE [)l::PIH (ltr..,! (lBS)
1/4" 7/8" 880 1.640
5/16" 1-1/2" 1.460 2.230
3/8" 1-1/2' 1,860 2.980
1/2" 1-1/2" 3,240 4.230
5/8" 2-1/4 " 4,680 6,420
'Anchors were installed with sleeve flush to face shell surface,
NOTE: Depending upon anchor applk:ation and governing building code, uffimate load capacities
should be reduced by a minimum safety factor of 4 or greater to determine the allowable
working load, The design professional familiar with the actual product installation should be
consulted, Please refer to the general section entitled Evaluation of Test Data that appears earlier
in this manual for current Industry standards, The consistency of plank, C-90 hollow block and
solid red brick varies greatly The load capacities listed above should be used as guidelines only,
Job site tests should be conducted to verify base material consistency, proper installation torque
values and actual anchor performance,
DESIGN CRITERIA
BASE MAtERIAL THICKNESS
In solid base materials, the minimum recommended thickness of base
material. BMT. wilen using the Hollow-Set Dropin is 125% of the
embedment for solid materials to be used, For hollow materials, a minimum
wall thickness of 1-1/2" is suggested, Job site tests stlOuld be performed on
installations in IlOiIow base materials,
SPACING BETWEEN ANCHORS
To obtain the maximum load in tension or shear, a spacing, S, of 10 anchor
diameters (100) or greater should be used, The minimum recommended anchor
spacing, S, is 5 anchor diameters (50) at which point the load should be
reduced by 50%, Anchor spacing closer or less than 5 diameters (50) needs to
be field tested. Actual base material conditions will determine any applicable
reduction factex-, The following table lists the load reduction factor, Rs. for each
anchor diameter. 0, based on the center to center anchor spacing,
ANCHOR ANCHOR SPACING S (lNCHE"l
SIZE. rtNSION AND ';HEI\R
o 100 90 80 70 60 ;0
1/4 21/2 2-1/4 2 1-3/4 1-112 1-1/4
5/16 3-118 2-7/8 2,1/2 2-1/4 1-7/8 1-112
3/8 3-314 3318 3 2.5/8 2-1/4 1-7/8
1/2 5 4-1/2 3-1/2 3 2-1/2
5/8 6-1/4 5-5/8 5 4-318 3-3/4 3-1/8
Rs 1.00 0.90 0.80 0.70 0.60 0.50
EOGl DISTANCE 'TEllS ION
For tension loads, an edge distance, E. of 12 diameters (120) or greater should
be used to obtain the maximum tension load, The minimum recommended
edge distance, E. is 8 diameters (80) at which point the tension load should be
reduced by 20%. Edge distances closer or less than 8 diameters (80) need to
be field tested. Actual base material conditions will determine any applicable
Power-Bolt@
Concrete, Block, Brick, Stone
SIZE RANGE
7/4" x 1" to 7,1/4" x 9"
~CItOR MATERIAl
Carbon Steel & Type 304 Stainless Steel
PRODUCT DESCRIPTION
The Power-Bolt anchor (formerly known as the Rawl-Bolt) is a heavy duty
sleeve style self-undercutting anchor which is vibration resistant and removable.
It is available with a finished hex head or flat head with a hex key insert and
can be used in concrete, block, brick, or stone,
length
/" Expander Cone
Exlens;on Sleeve ~
Compression Ring
Dust Cover
Expander Sleeve
'"'_M~" I
/" Expander Cone
- ~
Hex Insert - >f:;~ <~1$$'{ ""' t'{}iJo$ 0,
- Oust Cover
. JI I L D'.mete< '- Expander Sleeve
utenSloo Sleeve ~
Compression Ring
Expansion occurs at two levels within the drilled hole. First the cone is pulled
into the large triple-tined expansion sleeve, developing a mid-level. compression
force, Further turning causes the threaded bolt to advance into the t11reads of
the expander cone, forcing its four sections outward, This action undercuts the
base material deep in the anchor hole, greatly increasing the holding power of
the Power-Bolt.
The bolt and cone remain locked together which prevents loosening under even
the most severe vibratory conditions.
The Power-Bolt is also designed to draw the fixture into full bearing against the
base material through the action of its flexible compression ring. As the anchor
is being tightened, the nylon comJXession ring will crush if necessary to tightly
secure the fixture against the face of the base material.
The internal bolt of the Power-Bolt is removable and reusable in the same
anchor hole making it ideal for applications such as mounting machinery which
may need to be removed for service and for temporary applications such as
heavy duty form work.
The Power-Bolt anchor has a length identification mark stamped on the head of
the anchor as shown, making inspection of installed anchors easy.
..'I""!:
From 1.1/2" 2" 2.1/2" 3" 3.1/2" 4" 4.1/2" 5"
Up to 2" 2.1/2" 3" 3-1/2" 4" 4.1/2" 5" 5.112"
.1'Jr'I:I: It;
From 5.1/2" 6" 6-1/2" 7" 7.1/2" 8" 8.1/2" 9"
Up to 6.1/2" 8.1/2"
INSTALlATION PROCEDURES
.',
I .. ".' "
. . V' .
",.. l> ",..
, ~ ,
. ....... . . "
~:-. ", ~:-
. , . 4. ".
<7 V'l> <7
..,., -
. V'
",.. l>
f . ~,A "(' .
. ,.' .. A '. ,.
, . 4'
. .. . , ..
<7 V'l>
~ ~
, .
yo l> <7
~ ... .,.
.' .." ". '9':" 4.
" . 4
, "
, .
yo
yo
t> <7
'f
I.. 4 '. '9' I a
. 4:.",
<7 l> <7
'( . "," f
" ~:-. ~" ~:
, .. ".' "
yo l> <7
~ ," f .. . ...
. yo <7
f ~ ;,~ f
" .
,. I.." '. ,.'..
. 4' '
.. ".'.. ':"0'
<7' yo '<7
. i, ': 'f " 'f.". 'f
Using the proper diameter bit drill a
hole into the base material to a depth
of at/east 7/2'" or one anchor
diameter deeper than the embedment
required. The tolerances of the drill bit
used should meet the requirements of
ANSI Standard B272.15,
Blow the hole clean of dust and other
material. Do not expand the anchbr
prior to installation.
Drive the anchor through the fixture
into the anchor hole until the bolt
head is firmly seated against the
fixture, Be sure the anchor is driven to
the required embedment depth.
Tighten the anchor by tuming the
head 3 to 5 tums past finger tight or
by applying the guide installation
torque from the finger tight position.
II
ANCHOR SIZES AND STYLES
The following tables list the sizes and styles of standard Power-Bolt anchors
including both zinc plated carbon steel and stainless steel. To select the proper
minimum anchor length, determine the embedment depth required to obtain
the desired load capacity. Then add the thickness of the fixture, Including any
spacers or shims, to the embedment depth.
CARBON STEEl. HEX HEAD POWER.BOLT
Carbon steel Power-Bolt anchors are manufactured using a Grade 5 bolt They
are plated with a commercial bright zinc finish and have a supplementary
chromate treatment in accordance with ASTM Specification B 633, SCI, Type III
(FelZn 5).
CAT OJ.m t UIN " [) "1 II I:JT I
NO SIll: Ulll [MBtO BOX. CIN 100
6900 1/4" x 1" 1/4" 7/8" 100 600 2
6902 1/4" 1-1/4" 100 600 3
6906 1/4" x 3" 1/4 " 1-1/4" 100 600 5
6907 5/16"x1-3/4" 1-1/2" 100 600 5
6908 5/16" x 2-1/2" 5/16" 1-1/2" 50 300 6
6909 5/16" x 3-1/2" 5/16" 1-1/2" 50 300 8
6910 3/8" x 2-1/4" 3/8" 2" 50 300 8
6911' 3/8" x 1,7/8"" 3/8" 1-1/4" 100 600 6
6913 3/8" x 3" 3/8" 2" 50 300 11
6914 3/8" x 3-1/2" 3/8" 2" 50 300 12
6916 i 3/8" x 4" 3/8" 2" 50 300 14
6930 1/2" x 2-3/4" 1/2" 2-1/2" 50 200 16
6932 1/2" x 3-3/4" 1/2" 2-1/2" 25 150 21
6934 1/2" x 4-3/4" 1/2" 2.1/2" 25 150 26
6936 1/2" x 5-3/4" 1/2" 2-1/2" 25 150 32
6940 5/8" x J" 5/8" 2-3/4" 20 120 28
6942 5/8" x 4" 5/8" 2-3/4" 15 90 40
6944 5/8"x 5" 5/8" 2-3/4" 15 90 47
6945 5/8" x 6" 5/8" 2-3/4' 15 90 57
6947 5/8" X 5/8" 2-3/4" 10 40 77
6950 3/4" x 3-1/4" 3/4 " 3" 15 90 47
6952 3/4" x 4-1/4" 3/4" 3" 10 60 58
6954 3/4" x 5-1/4" 3/4" 3" 10 60 70
6956 x 7-1/4" 3/4" 3" 10 40 105
6957 3/4" x 8-114" 3/4' 3" 10 40 110
6970 1" x6" 1" 4-1/4" 10 90 170
6971 1" x 7" 1" 4-1/4'" 10 90 195
6974 1-1/4" x 7" 1-1/4" 6" 5 15 290
6975 1-1/4" x 9" 1-1/4" 6" 5 15 360
The published length is measured from below the washer to the end of the anchor,
. This size does not have a compression ring,
CARBON STERRAT HEAD POW$.JIOtT
The flat head Power-Bolt anchor has a hex key insert formed in the head of the
bolt Each box contains an alien v.rench which matches the insert size,
CAT DRILL "J1IN "TO <jlll WT I
NO SJlE DlA lfv1BW BOX CfN 100
6981 3/8" x 3-3/4" 3/8" 2" 50 300 14
6982 3/8" x 5" 3/8" 2" 50 300 17
6983 3/8" x 6" 3/8" 2" 50 300 20
6984 1/2"x5" 1/2" 2-1/2" 25 150 26
6987 5/8" x 5-1/2" 5/8" 2-3/4" 15 90 57
The published length is the entire length of the anchor measured end to end,
STAINl~SS SlHL HEX HEAD POWER.SOU
Stainless steel Power.Bolt anchors are manufactured from 300 series stainless
steel (passivated),
CAI lUll I ".~If'J S [; C. 1 'Ill
NO Sill lHA [!VBlD BUX CI~~ 100
5900 1/4" xl" 1/4 " 7/8" 100 600 2
5902 1/4" x 1-3/4" 1/4" 1.1/4" 100 600 3
5906 1/4" x 3" 1/4" 1-1/4" 100 600 5
5910 3/8" x 2-1/4" 3/8" 2" 50 300 10
5914 3/8" x 3-1/2" 3/8" 2" 50 300 12
5916 3/8" x 4" 3/8" 2" 50 300 14
5930 1/2" x 2-3/4" 1/2" 2-1/2" 50 200 16
5934 1/2" x 4-3/4" 1/2" 2,1/2" 25 150 26
5944 5/8" x 5" 5/8" 2-3/4" 15 90 47
5946 5/8"x7" 5/8" 2-3/4" 15 60 67
5954 3/4" x 5-1/4" 3/4" J" 15 60 70
5957 3/4" x 8-1/4" 3/4" 3" 10 40 110
The published length is measured from below the washer to the end of the anchor,
INSTALLATION SPECIFICATIONS
CARllON STEEL HEX HEAD PQWal-$Ol.T
..'11'(11I;[,1:.."'- 'l! -.1. IIi ".-
ANSI Drill Bit Size 1/4 " 5/16" 3/8" 1/2'
Fixture Clearance Hole 5/16" 3/8" 7/16" 9/16"
Internal Bolt Size 10-24 1/4-20 5/16-18 3/816
Head Height 7/64" 11/64" 13/64" 15/64"
Washer 0.0, 1/2" 5/8" 13/16" I'
Wrench Size 5/16' 7/16" 1/2" 9/16"
.".llt1mJ'..'1r.1 'fI: fl1 !lrl!_
ANSI Drill Bit Size 5/8" 3/4" 1" 1.1/4"
rixture Clearance Hole 11/16" 13/16" 1-1/8" 1-3/8"
Internal Bolt Size 1/2-13 5/8-11 3/4-10 1-8
Head Height 5/16" 25/64" 1/2" 43/64"
Washer 0.0, 1-1/4 " 1-1/2" 1-7/8" 2,3/8"
Wrench Size 3/4" 15/16" 1-1/8" 1-112"
CARBON STEEl. fLAlflEADPOWER,BOLT
.'l.'UI;lllta."r. u; r- '-t:_
ANSI Drill Bit Size 3/8" 1/2" 5/8"
Fixture Clearance Hole 7/16" 9/16" 11/16"
Internal Bolt Size 5/16-18 3/8-16 1/2-13
Head Width 3/4" 7/8" 1-1/8"
Head Height 15/64" 1/4' 21/64"
Allen Wrench Size 7/32" 5/16" 3/8"
SlAINUsssnEL HEX HEAD POWER,llOI.T
.'l.'II!;I.t~"""A .. fI; rr .... "'_
ANSI Drill 8it Size 1/4" 3/8" 1/2" 5/8" 3/4"
rixture Clearance Hole 5/16" 7/16" 9/16" 11/16" 13/16"
Internal Boll Size 10-24 5/16-18 3/8-16 1/2-13 5/8-11
Head Height 7/64" 13/64" 15/64" 5/16" 25/64"
Washer 0,0, 1/2" 13/16" 1" 1-1/4" 1-112'
Wrench Size 5/16" 1/2" 9/16" 3/4" 15/16"
gj@
@])
MATERIAL SPECIFICATIONS
COMPONENT MIUERIAL
ANCHOR CARSON CARBON STAINLESS
COMPONENT STEEL STEEl STEEl
HEX HEAD flAT HEAD HEX HEAl)
Internal Bolt Grade 5 Grade 5
Washer AISll040 N/A
Expansion Sleeve AISll0l0 AISI1010
Extension51eeve AI511010 AI511010
Expansion Cone AISI 12L14 AISI 12L14
Compression Ring Nylon Nylon
Dust Cap Nylon Nylon
Plating A5TM B 633. SC1. Type III (Fe/ZnS)
'Manufactured with a minimum yield strength of 65.000 psi,
'Type 304 S5
Type 18,8 S5
Type 304 55
304 55
Type 303 5S
Nylon
Nylon
N/A
PERFORMANCE DATA
The following load capacities are based on testing conducted according to
ASTM Standard E 488.
ANCHOR EMBED. GUlDE 2000 PSI CONl:RHE . 000 PSI CONCRETE 6,000 PSI CQlIlCREIE
SIZE DEPTH rollQUE TENSION SHEAR TENSION SHEAR TENSION SHEAR
(INI (IN) ~HBS) (LBS) (lBSI (LBS) ~BS) ClBS) (lBS)
1/4
1/4
1/4
1/4
5/16
3/8
3/8
3/8
1/2
1/2
5/8
5/8
5/8
3/4
3/4
3/4
1"
1"
1,1/4
1-1/4
1-1/4
7/8
1,1/4
1-3/4
3 - 4 1,275 1.480
1.975 2070
3 - 4 1.975 2,110
2.110
3 - 4 2,300 2.110
2,320 2.800
2.640 3.280
3.280 4.240
3.895 4,980
4.200 4.980
4.400 4,980
5.380 8.545
45 - 60 7,325 10.150
45 60 7.745 10.150
45-60 8.060 11,930
80.100 6.560 9.960
80 - 100 6.665 10.980
80-100 7.085 14,065
80 - 100 10.200 19.545
95-120 10.460 18.170
95 - 120 11.545 22.935
95 -120 12.075 24.055
95 -120 12,610 25.175
95 -.120 14.170 29,725
185 - 200 14.800 30.000
185 - 200 16.200 35.200
185 - 200 18,300 37,000
350 - 375 24.600 53.200
350 - 375 27.440 57,800
350 ' 375 30.000 60.000
2-1/2
1-1/2
2
2-1/2
3-1/2
10 - 15
10 - 15
25 - 35
25- 35
25 - 35
3
3-1/2
5
2-3/4
6
3
4
4,1/2
5
7
4-1/4
.6
.6
8
1.445
2.380
2.380
2,380
2.400
2.540
3.120
3,780
4.585
6.150
7,325
9.780
10.245
10.855
9.905
10.950
13,665
10.475
12.345
13.575
15.700
18.210
20,400
21.800
24.200
33.800
35.500
38.000
1.690
2.130
2,540
2.825
3.385
3.200
4,230
5,380
6.425
7.160
8,660
9.675
10,690
10.690
12.320
14,965
16.580
19.290
20,895
20.140
26,525
27,,615
28.705
33,125
35,600
38.400
40,000
63.400
66.800
70,000
1.650 1.690
2.450 2.130
2.450 2.540
2.450 2.825
2.500 3,385
2.620 3.200
3.270 4,230
4.260 5.380
5.920 7.875
6.670 7,960
7,550 8.770
7.485 9,675
9.830 12.005
10.775 12.005
11 ,460 12.320
9.250 15,005
11 ,135 17.065
13.110 20.540
16.955 22.055
10.780 20.140
12.840 29.795
17.330 30.350
18,050 30.905
24.070 33.155
25,500 40,800
26.900 42.000
28.600 42.000
43.800 74,800
45,600 77.000
48.120 77.000
UlTIMATE LOAll CAPIlCmES . CONCRETE. STAiNlESS $1m
ANCHOR E_O GUIDE 2.000 PSI CONCRETE .000 PSI CONCRETlc 6000 PSI CONCRHE
SIZE OEPIH ~OUE TENSION SHEAR TENSION SHEAR TENSION SHEAR
(IN) (IN) ~T LBSI (LBS) {LBS) (lBS) ~BSI (lBS) (LBSI
1/4 7/8 3- 4 1,275 1.480 1,445 1.690 1.650 1.690
1/4 1-1/4 1.760 2.070 1,760 2.130 1.760 2.130
1/4 1-3/4 3 - 4 1.760 2.110 1.760 2.540 1.760 2.540
1/4 3 - 4 1.760 2.110 1.760 2.825 1.760 2.825
1/4 2-1/2 3 - 4 1,975 2.110 1.975 3,385 1,975 3.385
3/8 15 - 20 3.895 4.980 4,585 6.,425 5.920 7.875
3/8 2-1/2 15 - 20 4,200 4.980 4,870 7.160 6,670 7,960
3/8 3-1/2 15- 20 4.400 4.980 6.150 8.660 6,900 8,770
1/2 2-1/2 25 - 35 5.380 8,545 7,325 9.675 7.485 9.675
1/2 3 ,35 7.325 10.150 9.480 10.690 9.480 10.690
1/2 3-1/2 25 - 35 7.745 10.150 10.245 10.690 10.775 12.005
1/2 25 - 35 7.900 11.040 10.550 11.505 11.115 12.160
5/8 2-3/4 45 - 60 6,560 9,960 8,440 14.965 9,250 15.005
5/8 45 -60 6.665 10.980 9,905 16.580 11.135 17.065
5/8 45 - 60 7,085 14.065 10.950 19,290 13.110 20.540
518 45 - 60 10.200 19.545 13.470 (1],895 15,000 22.055
3/4 70 - 90 10,460 18,170 10.475 20.140 10.780 20,140
3/4 70.90 11.545 22.935 12,345 26,525 12.840 26;525
3/4 4,1/2 70 - 90 12,075 24.055 13.575 27.615 14,570 27.615
70 90 12,610 25,175 14,680 28.705 16.300 28.705
3/4 70 - 90 14,110 29.040 16,540 29,040 20.120 29.040
NOTE: The values listed above are u~imate load capacilies which should be reduced bya
minimum safety factor of 4 or greater to determine the allowable working load,
2000 PSI
GUIDE LIGHTWEIGHT CONCRETE
ANCHOR EMBED TGROUE TENSION SHEAR
SIZE DEPTH (FT -LBS I (l1lS-) (lBS)
1/4"
1/4"
3/8"
3/8"
1/2"
1.480
1.540
3.830
1-1/4" 4 1.190
2" 4 1.510
2" 20 2.920
3-1/2" 20 4,200
2-1/2" 35 3.280
5" 5.540
5/8" 2-3/4" 60 4,830 11.300
5/8" 60 6.730 14.340
3/4" 3" 85 7.320 13.790
3/4" 85 9.86019.740
NOTE: The values listed above are u~imate load capacities for both the carbon and stainless steel
Power-Bo~ anchors which should be reduced by a minimum safety factor of 4 or greater to
determine the allowable working load,
7.120
UlTIMP.TE LOP.D CAPACITIES. C.90 BLOCK PoND BRICK
GIIIN (q<lH(lllOWBlnCr:
ANCH iR HlRl-.) 10kOW l;-~JSHIN SHlAR
SllE D,PTH It[ -LBS, (LBS) IlBS)
1/4" 7/8" 4 1,030 1,320
1/4" '-1/2" 4 1.410 1.540
3/8" 1-112" 20 1,840 3,250
1/2" 1-112" 35 2,530 4,230
GUIDl SOlID RtD BRICK
ANCHDR U~'b[[) TOHO\Jl It r-Ss.mfl.j; stllAR
SllE DlPIH (f[ lBS) tl~SJ (lBS)
DESIGN CRITERIA
1/4" 7/8" 5 1,360 1.450
114" 5 1,820 1,580 D = Anchor Size
S = Spacing
3/8" 2" 30 2,520 4,570 E = Edge Distance
2-1/2" 50 3.890 5.730 BMT = Base Material Thickness
5/8" 2-3/4" 80 5,670 6,840
3/4" 7.410 8.460
NOTE: The values listed above are ultimate load capacities for both the carbon steel and stainless
steel Power-Bolt anchors, Depending upon anchor application and governing building code,
ultimate load capacities should be reduced by a minimum safety factor of 4 or greater to
determine the allowable working load, The design professional familiar with the actual product
installation should be consulted, Please refer to the general section entitled Evaluation of Test Data
that appear:\ earlier in this manual for current industry standards, The consistency of hollow block
or brick varies greatly The load capacities listed above should be U_Ied as guidelines only, Job site
tests should be conducted to verify base material cOllsistency, proper installation torque valuf5 and
actual anchor performance, The 1/2" size will consistently fail hollow block, The 5/8" or 3/4" sizes
can be used. but the ultimate capaCities will be no higher than those for the 1/2" Size,
ULTlMP.TE LOP.D CAPACITIES. GROUT fiLLED C.90 HOLlOW GLOCK
GUIDE GROUT FILLCD BLOCK
ANCHOR EMBW TOROUE TENSION SHEAR
SIZE OEPTH (fT -LBS) (lBS) (L6S)
1/4 " 1-1/8" 1,520 1,480
2,200 1,480
3/8" 2" 20 2,480 3,830
3/8" 3~ 112" 20 2,650 3,830
1/2" 2-1/2" 35 3,045 7,060
1/2" 4" 35 3,360 7,060
5/8" 2-3/4" 60 3.200 11 ,250
5/8" 5" 60 3.720 11,250
3/4" 3" 85 4,180 12,340
3/4" 5" 85 5,310 12,340
NOTE: The values listed above are ultimate load capacities for both the carbon and stainless
steel Power-Bolt anchor, Depending upon anchor application and governing building code,
ultimate load capacities should be reduced by a minimum safety factor of 4 or greater to
determine the allowable working load, The design professional familiar with the aclual
product installation should be consulted, Please refer to the general section entitled
Evaluation of Test Data thaI appears earlier in this manual for current industry standards, The
consistency of grout filled block varies greatly, The load capacities listed above should be
used as gUidelines only Job site tests should be conducted to verify base material
consistency, proper installation torque values and actual anchor performance
BASE MP.Tf.~IAL THICKNESS
The minimum recommended thickness of solid base material. BMT. when
using the Power-Bolt anchor is 125% of the embedment to be used, For
example, when installing an anchor to a depth of 4", the base material
thickness should be 5" , This does not apply to the thickness of the face
shell in a hollow block wall.
srp,cING ~ETWEEN ANC/lClR$
To obtain the maximum load in tension or shear. a spacing, S, of 10 anchor
diameters (100) or greater should be used, The minimum recommended anchor
spacing, S, is 5 anchor diameters (50) at which point the load should be
reduced by 50%, Anchor spacing closer or less than 5 diameters (50) needs to
be field tested, Actual base material conditions will determine any applicable
reduction factor. The following table lists the load reduction factor, Rs, for each
anchor diameter, 0, based on the center to center anchor spacing_
ANCHOR ANCHOR SPACING" 1iNf':Hf \\
SIZE t N"ION AND SH~ AR
o lOU 90 80 JO bD :)()
1/4 2-1/2 2-1/4 1-3/4 1-1/2 1-1/4
5/16 3-1/8 n/8 2-1/2 2-1/4 1-7/8 1-5/8
3/8 3-3/4 3-3/8 2-5/8 2,1/4 1-7/8
1/2 4-112 4 3-1/2 J 2-1/2
5/8 6-1/4 5-5/8 5 4-318 3-3/4 3-1/8
3/4 7-1/2 6-3/4 6 5-1/4 4-1/2 3-3/4
10 9 8 7 6
1-1/4 12-112 11-1/4 9 8-3/4 7-1/2 6-1/4
Rs 1.00 0,90 0.80 0,70 0.60 0.50
EDGE DISTANCE - TENSION
For tension loads, an edge distance, E. of 12 diameters (120) or greater should
be used to obtain the maximum tension load, The minimum recommended
edge distance, E. is 5 diameters (50) at which point the tension load should be
reduced by 20%, Edge distances closer or less than 5 diameters (50) need to
be field tested, Actual base material conditions will determine any applicable
@~
reduction facter. The following table lists the load reduction factor, Re, for each
anchor diameter, 0, based on the ancher center to edge distance.
ANCHOR EDGE DlSTANtE E fiNCHES!
SIZE. TE.NSION ONLY
o 120 110 100 90 aD 10 60 50
1/4 3 2-3/4 2-1/2 2-1/4 2 1-3/4 1-1/2 1-1/4
5/16 3-1/8 2-7/8 2-1/2 2-1/4 1-7/8 1-5/8
3/8 4-1/2 4-1/8 3-3/4 3-3/8 3 2,5/8 2-1/4 1-7/8
1/2 6 5-1/2 4-1/2 4 3-1/2 3
5/8 7-1/2 6-7/8 6-1/4 5-5/8 5 4-3/8 3-3/4 3-1/8
8.1/4 7-112 6-3/4 5-1/4 4-1/2 3-3/4
12 11 10 9 8 7 6 5
13-1/4 12-1/2 11-1/4 9 8-314 7-1/2 6-1/4
Re 1.00 0,97 0.94 0.91 0.89 0.86 0.83 0.80
EDGE DtST/l.NCE ...SIlEAA
For shear loads. an edge distance, E. of 12 anchor diameters (120) or greater
should be used to obtain the maximum load. The minimum recommended
edge distance, E. is 5 anchor diameters (50) at which point the shear load
should be reduced by 50%. Edge distances closer or less than 5 diameters (50)
need to be field tested. Actual base material conditions will determine any
applicable reduction factor, The following table lists the load reduction factor,
Re, for each anchor diameter. 0, based on t~e anchor center to edge distance,
ANCHOR EDGE DISTANCE E IINCHESI
SIIE. SHEAR ONLY
o 120 110 100 90 aD 10 60 50
1/4 3 2-3/4 2-1/2 2-1/4 2 1-3/4 1-1/2 1.1/4
5116 3,3/4 3-1/2 3-1/8 2-7/8 2-1/2 2-1/4 1-7/8 1-5/8
3/8 4-1/2 4-1/8 3-3/4 3-3/8 3 2-5/8 2-1/4 1-7/8
6 5-1/2 4-1/2 3-1/2 3 2.112
5/8 7-1/2 6.7/8 6-1/4 5-5/8 4-3/8 3-3/4 3-1/8
314 8.1/4 7-1/2 6-3/4 5.1/4 4.112 3-314
1 12 11 10 9 8 7 6 5
1-1/4 15 13.1/4 12.1/2 11.1/4 9 8-3/4 7-112 6-1/4
Re 1.00 0.93 0.86 0.79 0.71 0.64 0.57 0.50
APPROVALS AND LISTINGS
The following approvals and listings are for reference purposes. They should be
reviewed by the design professional responsible for the product installation to
verify approved base materials, sizes, and compliance with local codes.
ICBO ES Evaluation Report No, 5225
COLA Research Report No, 24960
SBCCI Report No. 9943
Factory Mutual Research Cerporation J.1. 1 K8A3.AH
Underwriters Laboratories File No. EX 1289 (N)
Metro-Dade pending
Federal Specification
Meets the proof load requirements of FF-S-325C,
Group II. Type 3, Class 3 (superceded)
SUGGESTED SPECIFICATIONS
CARIlON sn:EL HEX HEAD POWER-8OI.T
,Carbon steel expansion anchors shall be a pre-assembled heavy duty sleeve
style, self-undercutting anchor with a Grade 5 hex head internal bolt. The
anchors shall have a nylon compression ring and an expansion cone with an
oversized annular ring which expands to undercut the base material. Carbon
steel components shall be plated according to ASTM Specification B 633. SC1 ,
Type III (FelZn 5), Power-Bolt anchors shall be as dimensioned and supplied by
Powers Fasteners Inc.
Cl\RIl()N $TEa FLAT HEAD POWER-8OI.T
Carbon steel expansion anchors shall be a pre-assembled heavy duty sleeve
style, self-undercutting anchor with a Grade 5 fiat head intemal bolt. The
anchors shall have a nylon compression ring and an expansion cone with an
oversized annular ring which expands to undercut the base material, Carbon
steel components shall be plated according to ASTM Specification B 633, SC1 ,
Type III (FelZn 5). Power-Bolt anchors shall be as dimensioned and supplied by
Powers Fasteners Inc.
STAINLESS STEEL POWER,BOLT
Stainless steel expansion anchors shall be a pre-assembled heavy duty sleeve
style, self-undercutting anchor with an intemal hex head meeting the
requirements of ASTM Specification F 593. The anchors shall have a nylon
compression ring and an expansion cone with an oversized annular ring which
expands to undercut the base material. The steel components shall be
manufactured from Type 303 or 304 stainless steel. Power-Bolt anchors shall be
as dimensioned and supplied by Powers Fasteners Inc.
Power-StuO
WEDGE TYPE EXPANSION ANCHOR
BASE MATERIAl.
Concrete, Stone
SIZE IlANGE
114"x 7-314" to 7-114"x12"
Carbon Steel & Type 304 or 376 Stainless Steel
PRODUCT DESCRIPTION
The Power-Stud anchor (formerly known as tile Rawl-Stud) is a one piece,
wedge type expansion anchor available in carbon steel and stainless steel.
llYeaded, Rod Hanger and Tie-Wire versions are designed for use in solid
concrete. The drill bit diameter needed for proper installation is tile same as the
anchor diameter.
Threaded
Version
~:s~e 9lt~~n~
Anchor ~ \.. Inlerlocking Wedges
~~i~nger r~~!i'i$83
t Llntemal"- Interlocking Wedges
Anchor Body Threads
The threaded Power-Stud anchor has a lengtll identification mark stamped on
tile head of tile anchor as shown below.
INSTAlLATION PROCEDURES
'V I> ':7
~ I '" .,. . ~
. A '. ,,' .
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IHREAllEllVERSION
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\' :- A '.
Using the proper diameter bit drill a
hole into the base material to a depth
of at feast 712" or one anchor
diameter deeper than the embedment
required. The tolerances of the drill
bit used should meet the
requirements of ANSI Standard
B27275,
Blow the hole clean of dust and other
material.
Position the washer on the anchor
and thread on the nut.
Drive the anchor through the fixture
into the anchor hole until the nut and
washer are firmly seated against the
fixture. Be sure the anchor is driven to
the required embedment depth,
Tighten the anchor by turning the nut
3 to 5 turns past finger tight or by
applying the guide installation torque
from the finger tight position.
t>
'V _: 4 '.. 'I.:
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.... <1 I
A A A
. ,
t> t>
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, '~ . j. ,
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^
l> v ....
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r . ~ j.' .
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Thread the anchor onto the rod to be
used along with a nut and washer.
Drive the anchor into the hole until
the anchor is at the required
embedment depth. The anchor body
should be recessed in the hole,
. .
"
Run the nut and washer up to the
concrete surface and tighten the
anchor by turning the nut 3 to 5 turns
past finger tight or by applying the
guide installation torque from the
finger tight position.
" "
<I
Using the proper diameter bit, drive
the anchor into the hole until the
head is firmly seated against the base
material, Be sure the anchor is driven
to the required embedment depth,
Set the anchor with a prying action
using a claw hammer.
'"
ANCHOR SIZES AND STYLES
The following tables list the sizes and styles of standard Power-Stud anchors, To
select the proper minimum anchor length for the threaded version, determine
the embedment depth required to obtain the desired load capacity, Then add
the thickness of the fixture, including any spacers or shims, to the embedment
depth, along with the nut and washer thickness, The nut and washer thickness
is equal to the nominal anchor diameter.
CAIlIION STEEl. POWER,STUO
Carbon steel PowEr-Stud anchors are manufactured from carbon steel which is
plated with commercial bright zinc and a supplementary chromate treatment in
accordance with ASTM Specification B 633, SC1, Type III (Fe/Zn 5)
CAI 1\,11('1: ItlRI {;,[J ~rD <;lD wr I
NO SllE. U,,1BW llNG1H HOX tIN 100
7400 1/4" x 1-3/4" 1-1/8" 3/4" 100 500 3
7402 1/4" x2-1/4" 1-1/8" 1.1/4" 100 500 3-1/2
7404 1/4" x 3-1/4" 1-1/8" 2-1/4 " 100 500 4-3/4
7410 3/8" x 2-1/4" 1-5/8" 1-1/4" 50 250 8-3/4
7412 3/8" x 2,3/4" 15/8" 1-5/8" 50 250 91/2
7413 3/8" x 3" 1-5/8" 1- 7/8" 50 250 10-3/4
7414 3/8" x 3-1/2" 1518" 2-3/8" 50 20,0 12
7415 3/8" x B/4' 1-5/8" 2-5/8" 50 250 12-3/4
7416 3/8" x 5" 1-5/8" 3-7/8' 50 250 15-112
7417 3/8" x 7" 1-5/8" 5-7/8" 50 200 21
7420 1/2' x 2-3/4" 2-1/4 " 1-3/8" 50 200 18
7422 1/2" x 3-3/4" 2-1/4 " 2-3/8" 50 200 23
7423 1/2" x 4-1/2" 2-1/4" 3-1/8" 50 200 28
7424 1/2" x 5-112" 2-1/4" 4-1/8" 50 150 32
7426 1/2" x 7" 2-1/4 " 5-5/8" 25 100 44
7427 1/2" x 8-1/2" 2-1/4 " 7-1/8" 25 100 46
7430 5/8" x 3-1/2" 23/4 " 2" 25 100 40
7432 5/8" x 4-112" 2-3/4 " 3" 25 100 54
7433 5/8" x 5" 2-3/4" 3-1/2" 25 100 57
7434 5/8" x 6" 2.3/4" 4-1/2" 25 75 64
7436 5/8" x 7" 2-3/4" 5-1/2" 75 75 72
7438 5/8" x 8.1/2" 2-3/4" 7" 25 75 84
7439 5/8" x 10' 2-3/4' 8-112' 25 75 100
7440 3/4" x 4.1/4" 3-3/8" 2-318" 20 60 70
7441 3/4' x 4-3/4" 3-3/8" 2-7/8" 20 60 76
7442 3/4" x 5-1/2" B/8" 3-5/8" 20 60 85
7444 3/4" x 6-1/4" 3-3/8" 4.3/8" 20 60 95
7446 3/4" x 7" 3-3/8" 5-1/8" 20 60 105
7448 3/4" x 8-1/2" 3-3/8" 6-5/8" 10 40 120
7449 3/4" x 10" B/8" 8-1/8" 10 30 135
7451 3/4" x 12" B/8" 10-1/8" 10 30 155
7450 7/8" x 6" 3-7/8" 2-3/4" 10 40 120
7452 7/8' x 8" 3-7/8" 4-3/4" 10 40 160
7454 7/8" x 10" 3-7/8" 6-3/4" 10 30 200
7461 1" x 6" 4-1/2" 2-3/8" 10 30 170
7463 1" x 9" 4-1/2" 5-3/8" 10 30 240
7465 1" x 12" 4-1/2" 8.3/8" 5 15 300
7473 1-1/4" x 9" $-5/8" 4-3/4" 5 15 360
7475 1-1/4" x 12" 5518" 7-3/4" 5 15 480
The published length ;s the overall length of the anchor. Allow one anchor. diameter. (or the nut
and washer. thickness when selecting a length,
II
MECIlANICAUY GALVANIZ([1 POWER.STUD
Mechanically Galvanized Power-Stud anchors are manufactured from steel
which have a mechanically galvanized coating (zinc) in accordance with ASTM
Specification B 695, Class 65, Type I.
CAT MIN THREAD SID STD WT'
NO SIZE EMBED lENGTH BOX CTN 100
7720 1/2" x 2-3/4" 2-1/4" 1-3/8" 50 200 18
1/2" x 4-1/2" 2-1/4" 3-1/8" 200 30
7724 1/2" x 5-1/2" 2-1/4' 4-1/8" 50 150 34
7726 1/2" x 7" 2.1/4" 5-5/8" 100 34
7730 5/8" x 3-1/2" 2-3/4" 2" 25 100 40
x 6" 2-3/4" 64
7741 3/4" x 4-3/4" 3-3/8" 2-7/8" 20 60 76
7748 3/4" x 8-1/2" 3-3/8" 6-5/8" 10 40 120
3-7/8" 2.3/4" 40 120,
7752 7/8" x 8" 3-7/8" 4.3/4" 10 40 160
30 240
The publ~1ted length ~ the overall length of the anchor. Allow one anchor diameter for the nut
and washer thickness when selecting a length.
SlAIN lESS STEll. ~OWEll,STUD
Stainless Steel Power-Stud anchors are manufactured from AISI Type 304 I 304
Cu and Type 316 steel which is passivated.
TYPE 304 STAINLESS STEEL ~OWER.STUD
CAT MIN THREAD SlO STD WI'
NO SllE EMBED lENGTH BOX eTN 100
7300 1/4" x 1-3/4" 1-1/8" 3/4" 100 500
7302 1/4" x2-1/4" 1-1/8" H/4" 100 500
7304 1/4" x 3-1/4" 1-1/8" 2-1/4 " 100 500 4-3/4
7310 x2-114" 1,5/8" 50 250 8-3/4
7312 3/8" x 2-3/4" 1-5/8" 1-5/8" 50 250 9-1/2
50 250 10-3/4
7314 3/8" x 3.1/2" 1-5/8" 2-3/8" 50 250 12
7315 3/8" x 3,3/4" 1-5/8" 2-5/8" 50 250 12-3/4
7316 3/8" x 5" 1-5/8" 3-1/8" 50 250 15-1/2
1/2" x 2-3/4" 2-1/4" 1-3/8" 50 200 18
7322 1/2" x 3.3/4" 2-1/4" 2-3/8" 50 200 23
7323 1/2" x 4-1/2" 200 30
7324 1/2" x 5-1/2" 2-1/4 " 4-1/8" 50 150 34
112" x7" 2-1/4" 25 100 44
7330 5/8" x 3-112" 2-3/4" 2" 25 100 40
2-3/4" 3" 100 54
7333 5/8" x 5" 2-3/4" 3-1/2" 25 100 57
7334 5/8" x6" 2-3/4" 4- 1/Z" 2S 75 64
7336 5/8" x 7" 2-3/4" 5-1/2" 25 75 72
2-3/4" , 7" 75 84
7340 3/4" x 4-1/4" 3-3/8" 2.3/8" 20 60 70
7341 3/4"j 4,3/4" 3-3/8" 2-7/8" 20 60 76
7342 3/4" x 5.1/2" 3-3/8" 3-5/8" 20 60 85
7344 3/4" x 6-114" 3-3/8" 4-3/8" 20 60 95
7346 3/4" x 7" 3-3/8" 5-1/8" 20 60 105
CAT MIN THRE.AD SID SID WlJ
NO SIZE EMBED LENGTH BOX CHI 100
7348 3/4" x 8.1/2" 3-3/8" 6-5/8" 10 40 120
7349 3/4" x 10" 3-3/8" 8-1/8" 10 30 135
7352 x 8" 3.7/8" 4-3/4" 10 40 160
7361 1" x 6' 41/2" 2-3/8" 10 30 170
7363 1" x 9" 4-1/2" 5-3/8" 30 240
7365 1" x 12" 4-1/2" 8-3/8" 15 300
The published length is the overall length of the anchor. Allow one anchor diameter for the nut
and washer thickness when selecting a length.
CAT MIN IHRlAD STD SID wTJ
NO SllE EMBED lENGTH BOX erN 100
7600 1/4" x 1-3/4" 1-1/8" 3/4" 100 500 3-1/4
7602 1/4"x2-1/4"
7604 1/4" x 3-1/4" 1-1/8" 2-1/4" 100 500 5.1/4
7610 3/8" x 2-1/4" 1-1/4"
7612 3/8" x 2-3/4" 1-5/8" 1-5/8" 50 250 10-1/2
7613 3/B" x3" 1-5/8" 1-7/8" 250
7614 3/8" x 3-1/2" 1-5/8" 2-3/8" 50 250 12
3/8" x 3-3/4" 2.5/8" 250
7616 3'8" x 5" 1-5/8" 3-7/8" 50 250 17-1/4
7620 1/2" x2'3i4" 2-1/4" 1-3/8" 50 200
7622 1/2" x 3-3/4" 2-1/4" 2.3/8" 50 200 24
7623 x 4-1/2" 2.1/4" 3-1/8" 50 200
7624 1/2" x 5-1/2" 2-1/4" 4-1/8" 50 150 34
7626 1/2" x 7" 2-1/4" 5.5/8" 100 44
7630 5/8" x 3-1/2" 2-3/4" 2" 25 100 40
7632 5/8" x 4-1/2" 3"
7633 5/8" x 5" 2-3/4" 3-1/2" 25 100 57
7634 5/8"x 6" 2-3/4" 4-1/2" 75 64
7636 5/8" x 7" 2-3/4" 5-1/2" 25 75 72
7638 5/8"x 8-1/2" 2.3/4" 7" 25 75 84
7640 3/4" x 4-1/4" 3-3/8" 2-3/8" 20 60 70
7641 x 4-3/4" 3-3/8" 2-7/8" 60
7642 3/4" x 5-1/2" 3-3/8" 3-5/8" 20 60 85
7644 3/4" x 6-1/4" 3-3/8" 4-3/8" 20 60 95
7646 3/4" x 7" 3-3/8" 5-1/8" 20 60 105
7648 3-3/8" 6-5/8" 10 40
The publ~hed length is the overall length of the anchor. Allow one anchor diameter for the nut
and washer thickness when selecting a length.
ROD HANGER POWER.STUD
CAT ROD ANCHOR DRill MIN THREAD SID SID WI I
NO SIZE SllE DIA. EMBED DEPTH BOX CTN 100
7806 3/8" 1/2" x 2-3/8" 1/2" 2-1/4" 9/16" 50 250 18
7808 1/2" 5/8" x 2-1/2" 5/8" 2-3/4" 3/4" 125
7810 5/8" 7/8" x 3-1/4" 7/8" 3.7/8" 15/16" 10 50 120
nE.wIRE POWER-Sl\JD
CAT TIE.WIRE MIN STD SIll WI I
NO SIZE HOLE SIZE EMBED BOX CTN 100
7409
500 3.3/4
1/4" x 2"
9/32" 1-1/8"
100
(f@
INSTALLATION SPECIFICATIONS
CAIlIION $T~!'()Wfl!-STUl)
."i'lIm,u..'"" u. ,.. -,:-
ANSI Drill Bit Size 1/4" 3/8" 1/2" 5/8"
Fixture Clearance Hole 5/16" 7/16" 9/16" 11/16"
Thread Size 1/4-20 3/8-16 1/2-13 5/8-11
Nut Height 7/32" 21/64 " 7/16" 35/64"
Washer O,D, 5/8' l' 1-1/16" 1-3/4 "
Wrench Size 7/16" 9/16' 3/4" 15/16"
.'li.lltlUtl!"'l" fl! II: ,,'l!.
ANSI Drill Bit Size 3/4" 7/8" 1" 1-1/4"
Fixture Clearance Hole
Thread Size 3/4 - 10 7/8 - 9 1 - 8 1-1/4 - 7
Nut Height 41/64" 55/64" 1-1/16"
Washer 0, D, 2" 2-1/4" 2-1/2" 3"
Wrench Size 1-1/8" 5/16" 1-1/2" 1.7/8"
STAINlESS STEEI.~R,sT\JO
.",1IMn.lrMrl III u; " "'fJ:_
ANSI Drill Bit Size 1/4" 3/8" 1/2" 5/8"
Fixture Clearance Hole 5/16" 7/16" 9/16" 11/16"
Thread Size 1/4 - 20 3/8 - 16 1/2 -13 5/8 - 11
Nut Height 7/32" 21/64 " 7/16" 35/64"
Washer 0.0, (304 SS) 5/8" 13/16" 1-1/16" 1-3/4 "
Washer O,D, (316 SS) 5/8" 7/8" 1.1/4" 1.1/2"
Wrench Size 7/16" 9/16" 3/4" 15/16'
."i'II!;I'Ha.'lr. '" Ii: ..
ANSI Drill Bit Size 3/4" 7/8" 1"
fixture Clearance Hole 13/16" 15/16" 1-1/8"
Thread Size 3/4 -10 7/8 - 9 1 - 8
Nut Height 41/64 " 3/4" 55/64"
Washer O,D. (304 SS) 2" 2-1/4 " 2-1/2"
Washer 0.0. (316$S) 1-3/4" 2" 2"
Wrench Size 1-1/8" 1-5/16" 1-1/2"
ROD ~GEll PIlWE~;STW*
.nll'''''1. fll ....-
Anchor Diameter 1/2" 5/8" 7/8"
ANSI Drill8itSize 1/2" 5/8" 7/8"
Internal Thread Size 3/8-16 1/2-13 5/8-11
.',ilIMmna.'l'.I
ANSI Drill Bit Size
Tie-Wire Hole Size
Head Height
1/4 "
9/32"
3/4"
CAIlIION STEn POWER-5WD
MATERIAL SPECIFICATIONS
ANCHOR
COl\,IlJlOrJI:.NT t OI\lIflONl:N I fv AI l!ilAl
Anchor Body
Nut
Washer
Expansion Wedge
Zinc Plating
MECHANICAUV llAllIANIZEO !'()Wfl!-&TUD
AISl1018 (1/4"-3/4", lengths up to 7"),
AIS112L14 (7/8"-1-1/4" and all lengths over 7")
Carbon Steel, ASTM A 563, Grade A
Carbon Steel
TemperedAISl1010Carbon Steel
ASTM B 633, SC1, Type III (Fe/Zn 5)
Anchor Body
ANCHOR
COMPONtN I \.-l)r,WuN~~.1 r~;\ ,,11M
Nut
Washer
Expansion Wedge
Mechanically Galvanized Coating
AISII018 (1/4" -3/4". lengths up to 7"),
AIS112L14 (7/8"-1-1/4" and all lengths over 7")
Carbon Steel, ASTM A 563, Grade A
Carbon Steel
Type 304Stainless Stee.1
ASTM B 695, Class 65, Type I
Anchor Body
ANCHOR
COMPONi:Nl COlv1I-'ONl:N j r....lftllHIAl
Nut
Washer
Expansion Wedge
Type 304Cu (1/4". 3/4". lengths up to 7")
Type 304 (7/8". 1 ", lengths over to 7")
Type18-8 (300 Series)St,!itJlessSteel
Type18-8 (300 Series) Stainless Steel
Type 304 Stainless Steel
ANCHOR
COMPONtNI l.(AIlPONE.N I r.i1AIUHAL
Anchor Body
Nut
Washer
Expansion Wedge
Type 316L Stainless Steel
Type 316L Stainless Steel
Type 316L Stainless Steel
Type.316 Stainless Steel
ANCHOk
COMPONlNI t,uIl/iPONlNI r,,'AIUW.\.l
Anchor Body
Expansion Wedge
Zinc Plating
fl!.
TlE.WIRE POWER.STUD
ANCHOR
COMPONlNI l U ,If'UNl..N I t.'AI' l'i!...l
Anchor Body
Expansion Wedge
Zinc Plating
AISI 12114 Carbon Steel
Tempered AISll010. Carbon Steel
ASTM B 633 SCT. Type III (Fe / Zn 5)
AISI 1018 Carbon Steel
Tempered AISI] 0.10. Carbon Steel
ASTM B 633, SC1, Type III (Fe I Zn 5)
II
PERFORMANCE DATA
The following load capacities are based on testing conducted according to ASTM Standard E 488.
UlTIMATE LOAD CAl'lICIT1ES . CONCRETE
ANCHOR [M8lD (,UID! /000 PSI CON(!lfH 4000 PSI CONCRETE GOOD PlI CONC1l!1E
SlIT OlFTH TOIlOUf TENSlaN SHEAR TEN~ON SHfAR TENSION WAR
(IN] (IN) 1fT L8SI ~8S1 IL8SI (lB~ !lHII (L8\1 1I8~
1/4 1-1/8 6-8 1.240 1.580 1.810 1,620 1.940 1.620
6-8 1.635 1.580 2.100 1.620
1/4 6-8 2.170 1.580 2.490 1.620 2.535 1,620
1/4 1.655 2.550 2,080
3/8 1-5/8 28 - 35 2.120 3.560 3.040 3.760 3,345 3.760
- 35 2,800 3,850 3.760
3/8 28 - 35 4,615 3.560 6.020 3.760 6,025 3.760
3/8 5.045 3.840 6.020 6.025
1/2 2-1/4 60 - 70 4.445 6,540 5,560 6,800 6.540 6.800
60-70 8.895 6.800
1/2 60 - 70 7,250 6,540 9.115 6.800 10.160 6,800
1/2 - 70 7.910 7.025 9.550 7.190 10.730
5/8 2-3/4 90 -100 6.270 9.280 8.725 11,900 9,860 11.900
5/8 9.710 9.280 10.825 11.900 13.495 11,900
5/8 90 - 100 10,640 9,280 12.510 11.900 16.410 11.900
90 -100 12,500 9.760 15.880 12.170
3/4 3-3/8 175-190 8,740 13.475 10,640 15,060 12,540 15.060
3/4 11 ,045 14,630 15.060 15,060
3/4 6 175-190 12,465 13.475 17,080 15,060 20.180 15,060
16,620 14,660 22.770 17, dO 24,905 17,110
7/8 3-7/8 250 - 260 9,680 17,960 15.490 24,160 17,300 24,160
7/8 4-1/2 250 - 260 11,165 17.960 15.620 24.160 20.075 24,160
7/8 5-3/4 250 - 260 14,140 17,960 19.880 24,160 25,625 24,160
7/8 250. 260 17.115 17,960 20,440 24.160 31,180 24,160
7/8 250 - 260 17.115 18.630 20.440 25.710 31,180 25.710
300 - 325 8.935 26,420 13,820 31,100
5-1/2 300 - 325 12,770 26.420 20.280 31,100 27.795 31.100
6-1/2 300 - 325 16,605 26.420 ;~,485 31,100 34,3G5 31.100
300 - 325 22,360 26.420 27.040 31,100 44,220 31.100
9 300 - 325 26,195 27,020 34,205 32,370 44,220 32,370
1-1/4 5-1/2 450 - 460 21,460 40.820 26,980 40,820 36,925 40,820
450 - 460 25.360 40,820 35.410 40.820 44,845 40,820
1-1/4 10 450 - 460 33.160 40,820 52,280 40,820 60.690 40,820
NOTE: The values listed above are uftimate load capacities in pounds for the carbon steel and stainless steel Power Stud which should be reduced by a minimum safety factor of 4 to determine the
allowable working load,
@/J
@ill
'ULlIMAre LOAD CAPAQTlES: I;ROUT FIUW.'IOUOW IllOCK
('Ul!H r,~l)lll ftllfl'RI()1 K
ANCHOR tMHtO IlH(1}LJt tNuN 'HtAR
SIZl DlP1H (II lB'1 IlBS) (lBS I
1/4" 1-1/8" 1,230 1,230
1,670 1.230
3/8" 1-5/8" 20 1.990 3.240
3/8" 20 2,200 3,240
1/2" 2-1/4" 30 2,260 6,230
2,620 6,230
5/8" 2-3/4" 65 3,170 7,830
5" 65 3,780 ],830
3/4" 3-3/8" 90 4,085 9,760
90 4,420 9,760
NOTE: Depending upon anchor application and govermng bUilding code, ultimate load capacities
should be reduced by a minimum safety factor of 4 or greater to determine the allowable
working load. The design professional familiar with the actual product instilllation should be
consulted, Please refer to the general section entitled Evaluation of Test Data that appears earlier
in this manual for current industry standards, The consistency of grout filled hollow block varies
greatly. The load capacities listed above should be used as guidelines only. Job site tests should be
conducted to verify base material consistency. proper instiJllation, torque values, and actual
anchor performance,
;> 000 PSI
(,UlOl- llGH1WUGHl CONCRIl!:
ANCHOR tM8lD IOkOUf. f!:.NSlmJ SHlAR
SIZE DEPTH (f 1-IB5 I lIB> I (lBS I
1/4
1/4"
3/8"
3/8"
1/2"
1/2"
5/8"
5/8"
3/4"
11/8
2"
1-5/8"
1.120
1.350
2,310
2.945
3,070
4,860
4,240
5.980
6.330
8,690
1.4 0
1.540
3,470
4,130
5,960
7,280
9,760
11,800
11,440
16,450
20
2.1/4 "
30
2-3/4"
65
65
90
90
3-3/8"
NOTE: The unimate load capacities should be reduced by a minimum safety factor of 4 or greater
to determine the allowable workmg load,
DESIGN CRITERIA
D = Anchor Size
S = Spacing
E = Edge Distance
BMT = Base Material Thickness
llASE lolATEllIAL THICKNESS
The minimum recommended thickness of base material. BMT, when using the
Power-Stud is 125% of the embedment to be used. For example, when
installing an anchor to a depth of 4", the base material thickness should be 5" ,
SMCINllllElWEEN ANOlORS
To obtain the maximum load in tension or shear. a spacing, S, of 10 anchor
diameters (100) or greater should be used, The minimum recommended anchor
spacing, S, is 5 anchor diameters (50) at which point the load should be
reduced by 50%. Anchor spacing closer or less than 5 diameters (50) needs to
be field tested. Actual base material conditions will determine any applicable
reduction factor, The following table lists the load reduction factor, Rs, for each
anchor diameter, 0, based on the center to center anchor spacing,
ANr:HPR "\\ ~"'R <;PMI~r c 1!~Jrll ~
Silt . " tl ,
o uU I, U I.J t,.} ~O
1/4 2-1/2 2-1/4 2 1-3/4 1-112 1-1/4
3/8 3-3/4 3-3/8 3 2-5/8 2-1/4 1-7/8
1/2 5 4-1/2 4 3-112 3 2-1/2
5/8 5"5/8 4-3/8 3-3/4 3-1/8
3/4 7-1/2 6-3/4 5-1/4 4-1/2 3-3/4
7/8 8-3/4 5.1/4 4-3/8
1 10 9 7 6 5
1-1/4 12-112 8-3/4 7-112 6-1/4
Rs 1.00 0.90 0,80 0.70 0.60 0.50
For tension loads, an edge distance, E. of 12 diameters (120) or greater should
be used to obtain the maximum tension load, n1e minimurn recommended
edge distance, E. is 5 diameters (50) at which point the tension load should be
redu;ed by 20%. Edge distances closer or less than 5 diameters (50) need to
be field tested, Actual base material conditions will determine any applicable
reduction factor. The following table lists the load reduction factor, Re, for each
anchor diameter, 0, based on the anchor center to edge distance,
ANCHOR r nr I Olsrl'\Wf f IN(W <;)
SllE 'I 'J 11 ~J ' ;"
D 120 110 1LIi..! ~l) 81J lD fiu 50
1/4 3 2-3/4 2-1/2 2.1/4 2 1-3/4 1-112 1-1/4
3/8 4-112 4-1/8 3"3/4 3-3/8 2-1/4 1-7/8
1/2 6 5-112 5 4-112 3-1/2 3 2-1/2
5/8 7-1/2 6.7/8 6-1/4 5-5/8 3-3/4 3-1/8
3/4 9 8-1/4 7-1/2 6-3/4 6 5.1/4 4-1/2 3-3/4
7/8 10.112 9.5/8 8-3/4 7-7/8 7 6.1/8 5-1/4 4.318
1 12 11 10 9 8 7 6
1.1/4 15 13-1/4 12-1/2 11.1/4 9 8-3/4 7-1/2 6.11,1
Re 1.00 0.97 0.94 0.91 0.89 0.86 0,83 0.80
EDGE DISTANCE. SHEAR
For shear loads, an edge distance, E. of 12 anchor diameters (120) or greater
should be used to obtain the maximum load. The minimum recommended
edge distance, E. is 5 anchor diameters (50) at which point the shear load
should be reduced by 50%, Edge distances closer or less than 5 diameters (50)
need to be field tested. Actual base material conditions will determine any
applicable reduction factor. The following table lists the load reduction factor,
Re, for each anchor diameter. 0, based on the anchor center to edge distance,
ANCHOR HJ(.r f)l$TANCf t IINr.HFSI
Sill 1fFM~ (,M,
D 12D Ill) 1\.-'0 9D &U 70 bD :,0
1/4 3 2-3/4 2-1/2 2-1/4 2 1-3/4 1-1/2 1-1/4
3/8 4-1/2 4.1/8 B/4 3-3/8 3 2-5/8 2.1/4 1-718
1/2 6 5.1/2 5 4.112 4 3-1/2 3 2-1/2
5/8 7-112 6.7/8 6-1/4 5.5/8 5 4-3/8 3-3/4 3-1/8
3/4 9 8-1/4 7-112 6-3/4 6 5-1/4 4-112 3-3/4
Job Name
Building
Location
System
Contract
Data File
..... '.. "-
Excellence in Fire Protection Design
7614 Opportunity Drive
Fort Wayne, IN 46825
260-487-7777
Jp ~\...
(? . 9001 "
~. = i
~e:~
- - . Fire Protection by Computer Design
Shambaugh & Son LP
7614 Opportunity Drive
Fort Wayne, IN 46825
260-487-7833
: NWNA - Zephyrhills
: New Addition
: Zephyrhills, FL
: 13
: 234319
: 23431913.WXF
, V f'l '"
APPRt) , I;::' -,~'
. {' 'Z-"'l ,'Pll\t',
,P' Marshal 0 ',Ct, p'. '
b ,ire ,-., ' n, i
Comouter Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087
D
E
S
I
G
N
Shambaugh & Son LP
NWNA - Zephyrhills
Page
Date
1
11/21/07
Hydraulic Desiqn Information Sheet
Name - NWNA - Zephyrhills
Location - Zephyrhills, FL
Building - New Addition
Contractor - Haskell
Calculated By - Whitman
Construction: ( ) Combustible (X) Non-Combustible
Occupancy - STORAGE
Date - 11/21/07
System No. - 13
Contract No. - 234319
Drawing No. - WF23-F-IOL
Ceiling Height - 38'-1"
S
y
S
T
E
M
(X) NFPA 13 () Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () EX.Haz.
( ) NFPA 231 ( ) NFPA 231C () Figure Curve
Other CLASS 1 THRU 4 GROUP A PLASTIC
Specific Ruling Made By Date
Area of Sprinkler Operation - 12 HEADS
Density
Area Per Sprinkler - 100 FT
Elevation at Highest Outlet - 37'-6"
Hose Allowance - Inside - 0
Rack Sprinkler Allowance
Hose Allowance - Outside - 250
System Type
(X) Wet
( ) Dry
( ) Deluge
( ) Preaction
( ) Other
Sprinkler/Nozzle
Make VIKING
Model K17
Size 3/4"
K-Factor 16.2
Temp.Rat.
Note 4 SPRINKLERS ON 3 LINES = 12 TOTAL @ 52 PSI
Calculation
Summary
W
A
T
E
R
S
U
P
P
L
Y
C
0
M
M
S R
T A
0 C
R K
A
G
E
Flow Required - 1656.02 Press Required - 114.34
C-Factor Used: 120 Overhead Underground
Water Flow Test:
Date of Test - 7/19/07
Time of Test
Static Press
Residual Press -
Flow
Elevation
Pump Data:
Tank or Reservoir:
Cap. - 1500 GPM
Elev.-
Rated Cap.- 1500
@ Press - 100
Elev. - 1-'8"
Well
Proof Flow
Location - TEST @ FIRE PUMP
Source of Information - INTERNATIONAL FIRE PROTECTION
Commodity WATER BOTTLES
Storage Ht. 35'-0"
Storage Method: Solid Piled
Class 1 THRU 4 Location
Area Aisle W.
% Palletized %
Rack
Single Row
Double Row
Mult. Row
Conven. Pallet
Slave Pallet
( ) Auto. Storage
( ) Solid Shelf
( ) Open Shelf
Encap.
Non
Flue Spacing
Longitudinal
Clearance:Storage to Ceiling
Transverse
Horizontal Barriers Provided:
Com outer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
Shambaugh & Son LP Page 4
NWNA - Zephyrhills Date 11/21/07
Node Elevation K-Fact pt Pn Flow Density Area Press
No, Actual Actual Req,
01 30.125 63.1 na
02 35.0 56.24 na
150 35,0 16.2 52.38 na 117,24 1,0 52.0
153 35,0 16.2 52.0 na 116,82 1.0 52.0
156 35.0 16,2 52.0 na 116.82 1.0 52.0
159 35.0 16.2 52.33 na 117.19 1,0 52.0
03 32.667 63.46 na
05 30,125 63.23 na
06 35.0 56,34 na
151 35,0 16.2 52.45 na 117.32 1.0 52.0
154 35.0 16.2 52.07 na 116.9 1.0 52.0
157 35.0 16,2 52.07 na 116.9 1.0 52,0
160 35.0 16,2 52.4 na 117.27 1.0 52.0
07 32,667 63.48 na
09 30,125 63.7 na
10 35,0 56.7 na
152 35,0 16.2 52.72 na 117,63 1.0 1 52,0
155 35.0 16.2 52,33 na 117.19 1,0 1 52,0
158 35,0 16,2 52.33 na 117.19 1,0 1 52,0
161 35.0 16,2 52.65 na 117.54 1,0 1 52.0
11 32.667 63,58 na
13 30.125 64.71 na
14 35.0 63.07 na
15 32,667 65.89 na
17 30.125 65.49 na
18 35.0 63.73 na
19 32,667 66.1 na
21 30,125 66.19 na
22 35.0 64.34 na
23 32.667 66.33 na
25 30.125 66,79 na
26 35.0 64,86 na
27 32,667 66,58 na
29 30,125 67,32 na
30 35.0 65.33 na
31 32.667 66,83 na
33 30.125 67,74 na
34 35.0 65,71 na
35 32.667 67.06 na
37 30.125 68.15 na
38 35.0 66.09 na
39 32.667 67,33 na
41 30.125 68.52 na
42 35.0 66.45 na
43 32.667 67.6 na
45 30.125 68.87 na
46 35,0 66.78 na
47 32,667 67.87 na
49 30,125 69.16 na
50 35.0 67.06 na
51 32.667 68.13 na
53 30.125 69.47 na
54 35.0 67.37 na
55 32.667 68.41 na
57 30.125 69.77 na
58 35.0 67.66 na
59 32.667 68,7 na
Com outer Proarams bv Hvdratec Inc, Route 111 Windham N.H. USA 03087
Flow Summary - Standard
r Shambaugh & Son LP Page 5
NWNA - Zephyrhills Date 11/21/07
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req,
61 30,125 70.06 na
62 35.0 67,95 na
63 32.667 68.98 na
65 30.125 70.34 na
66 35.0 68,23 na
67 32.667 69.27 na
69 30.125 70.62 na
70 35.0 68,52 na
71 32.667 69,57 na
73 30.125 70.9 na
74 35.0 68.8 na
75 32.667 69.88 na
77 30.125 71.16 na
78 35.0 69.07 na
79 32,667 70.19 na
81 30,125 71.39 na
82 35,0 69.33 na
83 32.667 70.51 na
85 30.125 71,6 na
86 35.0 69.56 na
87 32,667 70,83 na
89 30.125 71,78 na
90 35,0 69.77 na
91 32.667 71.17 na
93 30,125 71.93 na
94 35.0 69,96 na
95 32.667 71.51 na
97 30.125 72.04 na
98 35,0 70.12 na
99 32.667 71,88 na
101 30,125 72.11 na
102 35.0 70,26 na
103 32,667 72.26 na
105 30,125 72.15 na
106 35.0 70.37 na
107 32.667 72,66 na
109 30.125 72,16 na
110 35.0 70.47 na
111 32.667 73.09 na
04 32,667 65,93 na
08 32.667 65.95 na
12 32.667 66.01 na
16 32.667 66.14 na
20 32,667 66.29 na
24 32.667 66,47 na
28 32.667 66.67 na
32 32.667 66.9 na
36 32.667 67.11 na
40 32,667 67.36 na
44 32,667 67.62 na
48 32,667 67,89 na
52 32,667 68.14 na
56 32,667 68.42 na
60 32.667 68.7 na
64 32.667 68.98 na
68 32,667 69.27 na
72 32.667 69.58 na
Com outer Proarams bv Hvdratec Inc, Route 111 Windham N,H. USA 03087
Flow Summary - Standard
Shambaugh & Son LP Page 6
NWNA - Zephyrhills Date 11/21/07
Node Elevation K-Fact pt Pn Flow Density Area Press
No, Actual Actual -----~--_.
76 32.667 69.89 na
80 32,667 70,21 na
84 32.667 70.53 na
88 32.667 70.87 na
92 32.667 71.22 na
96 32,667 71,59 na
100 32,667 71,98 na
104 32.667 72.4 na
108 32.667 72.84 na
112 32.667 73.32 na
TR13 1.667 105.58 na
BR13 1.667 110.85 na
SUP1 1.667 112,85 na 250.0
PMPO 1.667 114,34 na
The maximum velocity is 16.14 and it occurs in the pipe between nodes 09 and 13
Comouter Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087
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