HomeMy WebLinkAbout3210 GREY HAWK CT; ; AS050257; PermitApplicant:
KTA CONSTRUCTION
SUITE 192
1161 E. MAIN STREET
EL CAJON, CA 92021
619-444-2151
Owner:
GREYHAWK ASSOCIATES LIMITED
PARTNERSHIP
C/O RUDY BALDONI
949 S COAST DR #600
COSTA MESA CA
5/1/25, 3:52 PM AS050257 Permit Data
City of Carlsbad
Sprinkler Permit
3210 GREY HAWK
Job Address:
CT
Permit Type: SPRINK
Parcel No: 2210150200.
Permit No: AS050257
Status: ISSUED
Applied 12/22/2005
Approved: 12/23/2005
Lot #: 0
Reference No.: Issued: 12/23/2005
PC #: Inspector:
Project Title: PALOMAR FORUM BLDG. A THREE UNDERGROUND
INSPECTIONS
Fees ($) Add'I Fees ($) Total ($) Balance ($)
340 0 340 0
about:blank 1/1
PALOMAR FORUM LOT #5
GREY HAWK BUSINESS PARK
BUILDING ADDRESS CB# AS#
A 3210 GREY HAWK CT CB053232 AS050257
B/C 3214 GREY HAWK CT CB053210 AS050258
D/E 322O GREY HAWK CT CB053211 AS050259
F/G 3226 GREY HAWK CT CB053212 AS050260
H/I 3232 GREY HAWK CT CB053213 AS050262
i/K 3238 GREY HAWK CT CB053214 AS050261
L/M 3244 GREY HAWK CT CB053215 AS050263
N/O/P 3282 GREY HAWK CT CB053216 AS050264
QJR/S 3274 GREY HAWK CT CB053221 AS050265
T/U/V 3266 GREY HAWK CT CB053226 AS050266
W/X/Y 3258 GREY HAWK CT CB053227 AS050267
Z 325O GREY HAWK CT CB053228 AS050268
AA 3284 GREY HAWK CT CB053229 AS050269
BB 3288 GREY HAWK CT CB053231 AS050270
SEE PERMIT AS050257
3210 GREY-HAWK CT
FOR CALCS & PLANS
09/22/2086 11:31 7605979527 LUSARDI PAGE 07
04/27l2@O 0352 619-562-1685 KTA CONSTRUCTION INC P E i2/2
ASO2.5iaf
24-16 JNTALLATJON OF VRP'TT. nitVIt MA1S ND TIRAPL'URTtNSNES -
I Conactor'c Matra1 and Test Ce;tlflcate for Underground Piping
POcEUMfl
Upon cønpI.t(on at work, lnnpooikin nd tes sioII be fldn by hfl on1ractor' rgpr;r1laflvC r1d w(tnnted by an Qwner6
,!preaonttive.AtI dal6ola shall ba, cornaGiO0 and syotam ioh in n,viC5 0clforn con mulor'o palnonnal l(r(fly leave ths job.
A c riWcale attall ba filled out and tigned by both YppfetlanlOviilt, C
opies priftil be pr pared br approving Guth rl(0, C l!letE arid
canIitor. In 13 understood the ovii5r5 proaG(etive' 1prlJlrPro in no way peiludIL99 fU?y rlalrn 9941MI CoflirsOlor for leUby mut0tGI P00r
worl(marwtllp. or failure 10 aemply Or, fkvrimvirig autho illy n r btlirgrfl0nte at t61I Orren0DC:
Property noma
Properly addresa - A. r , -it L,tp.j 03 t1
Acoapled by itoPnoving (UlI1O?ltiBa (rramo)
Address
Plans Installation cnborma to ACC-plied pimrr
No
Equmeflt ;ed Is appro'c1
Yes No
It no, slats d,IMiorr
lisa person ii oharOs of firb aquIpmlint bor $n5lTucNd 05 Ia locelioh o Yes r" No
control valvc; and care and mnInhInynr-n (1116 new oquiefb?ft7
It no. avp(Irt?i
flOtf(J0dOnB Have copiI or epproprlala lrlstcucilnn" arid care tied meinIgriMO
cPta,lg beati 41t on preminna!
If no, explain
El 't'aa - No
toDahon Supplies btAllings
P1 a types u' id CI;S Type join
__
Pipe rnbornirto ln(rrqn" stnndard S ? Y El No
Un6efr0Unl coflforrns to ndrd ) Ye D No
p(paa and jairria It no, oxpkrlir
Joints neadid arrcflorp riampC ii "J or blocked In The fqo
800dAnC NiiP(K' :rrd
It no, aialr
Teal
deacrlpllon
EIub1n. Fbw the required rILIIniIt w'nr ip clear as indfoaled by no collrrcliori of loreiq material ill ourtap bags at
cutlets auai a ydranta and Dicr- rik. r-Iu3h at howe not lean than Mppm (1416 LAnin) (dr 4.14. pipe. a0 gpm (3351
(,in) or 6-n, pipe, 1500 ppm (tjS limirr) Ion am, pipe R440 gpra (PS Llrnln) Ion 10-In. flpa, and 520 ppm (13,823
Lhnln) for I f.iir. pi, \Then,nup.riy renr('1t prvduce slipuluted how ?atte. otripin mrrnlmum aafiltbbe.
ydro4latl: h$ydroslallc lae$ thM(i tig r.1de SI r1Ieae thm 200 pi (isa bai' for 2 trgure or 50 pI (8.4 bar) Above
Ig
atdllc prqd. r In eacege Dr 150 (10,3 bor) br 2 haUl.
Ii. e N iw pipe laid with rvt'e' p a(rn*'d faints sholl, IfIlhe wrlikmonlihip I; s,iif.,feotory. have hittiG Of no loaxapt GI
he joints, 1'o amount of leakage i ho joirds ;hii not exceed 2 quartm por hour (1.03 L)hr) pd'r 100 lolnle Itraspecilve
of pipe dianititr. The 1eakgn nitNl by anrribulad aver all joints. II skich ioepe occurs at a law 101rIta, the Inslaliallon
shell be eoit ilderad Unnilslaclory iMnccenhcy rapaira rntde. The amo'jni of allowable, tnaKsge apeclhled MbDvyk can
be inaruetl by I fluid DUOCO PP -';')CM Valvp ct1erele, per hr. (3D rnl./M rivrrllrr') bar each wohsh soled vela lolalinp the
tesi essihon. H dry banal hydrenir are incttd with the main v01v6 epon 60 lire hydrants are under pressure, an ddioirel
6 ounoe pitt minute (1 50 mllrrir( inrnkt'f is permitted for each hydrant.
N 6 1ptrt k hiud irxord Yoc to Na
______ Standard by (arrnp0ri')
It no, epial'
How flGhlnij 1(0w was obtalnad
Flushing Publid mater CJ Tank rr r0.nrv.Ir
teals
Lead-iM hitishert. According ID
It no, oXpini'
How flutfilrt1aw wag abiined
(l PUkIlle libcr El Tank or rcnrv'.,'
Thiouh w?w% type cpertlnp
Firo pump J0 hydrant bull Z Open pip,
stpndard by (crrrrpnny) 7P '('Go M No
liweupll whet Iyi 0pen1ri3
El Fire pump El V connGclimn to flange Open pipe
and apipot (NF 24, Icril)
FGUBE )O.O.I Sample o!Conrclor1., Materun.i ndT,.mt Certiic.te for t3n4ezgrounr3 Pjpng.
20OR dhiion
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04/27/200 03:52 619-562-1605 KTA CONSTRUCTION INC PAGE 13/29
M0VIGRO1.P PIPE AD Ft1!NGS
2 1 4-17
Hydrostall C I M rwu,frrO'JPd çping hydrot1GIcllY toy,ci at -
Jok covmd -
20c2.._ ter hoWi p
'1cm ( Na
mtal glnut ml of l5,iUge fliømurrd
"'
tikge
høurm
___.__. guflOr'
Allowable 14skage
_;•gilQp hours
Tyra mild flIcn
All op6mte tI$CtOTity
No
%ysjefWtrOl vaivvs left -)do Open ..
Ye. No
11 no. MO.. reagon
Hoge throod. of 4k, dmpa1martt corsnrlctlofl5 qnd Narants lAlOtchanilflbl0 wltt ''l '' No
IlioDol I11 dmpect#1tPrt naw1 mlrm -
DIe11G.rvlCe
- -,.
-
n
I
i eiulng orlfecior
Sfllurme .
.tWlmimed trY
-5 do Date
Forlss (al d) 1tIe
-
AdlllonI mplA&o41 arid A:
(NPPA4, 2o12)
E1CtjRE 10.10.1 Contfrwec
(1)1Thc amount of leakage at the joint ha1l not ccecd
2 qt/hr (1.69 L/hr) per 100. gaskets, orjointi, iepec1ivv
of pipe diameter,
(2)'heamouritof1cak,e specificd In 10.10, 2.2.4()) shall be
permitted to be irtcrced. by IL) oz (O ml) per inchwlvc
diameter per hour Eor eieh mcrakcatcd valve ioltng
the test ,c'iön.
If dry barrel hyvn. ca1e tc,tcd with the mAin vilvc op-en
o the hydrants are -ner prem.iurv. Am additJoraI 5 (1oz/
run (150 ml/ntirt) ofleae shall be prnitted for ci'-eh
hydrant.
The amount of )eit.ge ui buried piping shall bc nea•
stred at the 3pcclftcd test pre5vre by pumping from a
calibrated COnt2tinC:.
Cbaprtr 11 Hydraulic CaJcutoii
CaICUI*DDQ in Eugtlsb Un. Pipe friction losses shall
be dctcnned based on the He -WilJintc formte, is fot.
Iowa:
i2!g
where;
p = Crcionl rctnnce (ptt/fx of ppe)
Q 2 flow(gprn)
C = Iriruon toM coefficient
d = ii-lultt Internal diameter of pipe (in.)
J.12 CalcuNtiovp In Si Unl,t. Pipe friction losses shall he de-
Iermlnci btsed on the Hazen-Wi1.Uai,a formula n Si units, wk
foTlo:
=6,05( _!;~L I D'
where:
frictional TcaisartCe (bar/rn of pipe)
flow (L/ruin)
C = frir,tion 1os coefficient
ctut1 tntcrn.i diameter of pipe (mm)
Cbaptet 12 Abovegsound Ape and Ftdatg
ZJ General. /bveground pipe and fittings shall comply
with 0 arplicable sections of Chapter 6 and R of NFFA 15,
2009 EdItion
9/22/20 11:31 765979527 LUSARDI PAGE 09
,iç
13-190
.
xsTAuAnoNoFs4xLERswrEMs
Contractor's Material and Test Certificate for Aboveground Piping
P11OCFDUE . . . . . .
Upon compytion at wait, ea(Sonind team ehall be fnode by the onfiador'a repmaenfjM and wt,.sasd by an owner's
• rapces,ne An dofo shau becovrsdad and eyetem isfi In eerv1oobqb contrealm.a.peraonnel finely Iu, the lob.
A cGrOcals that be fll$od out and signed by both repriieriWivet Ccpløahal be pripamd for au1ng IuthodUo, o*qa and
*aatcr It Is unde,atood the own.ie feptasint Vvei aignaturu In no w' p,sgucea any claim against contractor inr foully mjt.,IeJ. poor
wodanknahtp, or talluru to comply with etInQ authovttya ruqukimenla or bcoal uvdlnanC.e,
nwne- 0 .
aim
• j t- d4)K
______
Plait. IneWieloi' conforms to accept w plana \si b. No
EQUlpmonl mow ieaPPrCUd . . S Yes •NO
If no, sonin devfofls • ., .
Use parson In marga at tire equipment boon Inallumod an S yed No
• to iooion atccnel veivw and care end maintenailca .
. Ofth$,r,èqulp!roflt? 0 S
lt no. leIn. S. S
• - 4JO coplRe of the folliltøno boom lefi on U)e pvarflisia? . i•No
BeMoonOnantsInst,ucaan&. . V • ) Ysi No.
• Care andmahi?onáno.bioMcone . No
• . 3. NrPA 2$ . iJ ' • c:j No
Locatcel of . . . S • •
U . • -
-. Yaar of Odflc I
Ifala. Modal manuteur, utee I ouanffiv I relne
Sprinldsrs
Pipe and
ftlinga
/0
Type.01 fitlnga -.
••
A Ike mt
b 00 ot
lfl(JCASX
AMrth dowks . .
V Mvdmum
thmugti test cinecaon:
-now •.•
. Type . Na Modal Minutes j 8sconte -
. j .
5,
opww"-.
too
maim
5
.•-•'-
Mo"rj sewn MOdal
.. .
Sendn
..
. Tim toa •.
hruui
connectr&.2
•
preasure
-
Air .
prusiur
..........................
.i11 polni -:
. elrpre.aita
1rwu; -•
testouftetU
1- Ai ffn
prcç
Minutiti 9ecanda osi Pal p.1 Minutes Secomb v.. I No
I
if no,laln • . 0. .
1niefl4Sd fvtmt tmi in)aoloro teal conn6cftn Is dsnid :
R WFW 12 only requkes the 8049cond flrr4tedon In 4 sectons
FIGURE 16.1 Coteedor'e Material anti Tea Cert1fica* for Abovegmund Piping,
I
09/22/2006 11:31 7605979527 LUSARDI PAGE 10
sYsThM8ACCEPTANCE 13-191
Operation 0 Pneumagc 0 Ecalo 0 Hy!rsu -
-
Piping supervised vs 0 No I Duacilng media .WrpS 0 yea 0 No
Does VOW operate barn the manual hip, remote, or both Yes El No control .tatioma? S. Deluge and
promotion
vatme
Is there an aenlbls JeclUly In each circuit If no ç(aln. hrte9th1Ø
• EJYas El No
Make Model
Doe, each CIrCUIt operate
,tçr.rwlslon loss &arrfl
Doss each driIt operate
-vaba roloamel
Maxhytum Ime to
operate release
%a No Ye, No Minutes Seconds
•
LIICstOI1 Make and Setting StslIo pressure Residual pressure I Pow rate p,, and ifoor • (flowfri) reducing
test
model
vaho Inlet (pal) oullei(pW) inlet (psi) (gOm)
OUNeIPII)lLFlow j
•
tntslIrn Hc tests shall be made a not low then 2OO psi (13.Ot. for 2Mur60 psi (3.4bat) above etello pressure In rrosae of 160 psi (10,2 bar) for 2hours. Dlltemntt&dlpevatve clappers .holbsl.ft
TOM • open during the toot to .. proyant domage. AN abovgruund plphip leakage shell be slopped.
description FnPIImaItC E,tnbU,h 40 psi (2.7 bar) air pressure and measure drop.'whlofi abeD not urrceed 1½ pd (0.1 bar) In 24 hours. Teal pressure tenka at normal water lersi and air pressure and measure air pressure drop which ahal not exceed 1½p0.1bir)In24hour
• All pipIng tdmStatklly tested Dt'5._ psi for I It Dry piping pneumatically teSted Ej we. El No Equlprnu,nl omrates P'VP"!Y El 'r.i [J No
Co you carttfy no the sprinkler contractor that additives and corrosive Ctrarntotlo, sodium silicate or dedvedm of sodium Silicate, brine, or other cormatve' themksle were not used for testing eyalema or etopeing leslie?
• We No
Teat.
Dr5ifl I
tealL IWOMteftleonn6cilol:pal
Reading 01 gauge located near water
(_(sr)
Residual pressure with veiwS In teal
COnnection Open WI6at2LIa... pal (? bar)
Unde'grvend malrre and lu,44n ounneoltons to iyvtern doom flushed bftre connection ma& fo. •
aprfniderpiping : Verified by copy cf.the 0oftec riMatenalarldThat CR Yn El No 'Other Certificate for. Underground Piping. •
Rushed by Installer at underground sprinkler piping 2Q yea •ED No
If powdar'drtven No tenure 'are used fri concrete.• Yes EJ No If explain has reprosemalboa eampie wilng been • avollaclorily •
Wank lading • Numbreussd • j Locadone Number removed
• -Ô No • •
Do you certify as the sprinkler ca A, actor that Wetdsrg procedures comply . ' Yls El No Mththerequbi,entaolelieaatAWseai? .•'
Welding•• Dcysuoerltfythetthswngwno performed bwsidaraquel%f.álln El No pManC wIth the raquames15á4alleaatAWSD&1? .•
Do you carefyMitt the g carried out mp1 with e Yls El Na documented quality conbel prucedum in ensure that 51 does we tattered, Itret. • opening. In piping are enoctii, Met sing and other welding rtieldue ate'
remnd, and-Mat the Internal diameters of piping are rat penetnoted?
09
Cutouli
(p)
Do you certify that you have it contiot loebiro in anecre that
• i - EJ oil cidorite(doce) are raliieverl?
• •
FIGURE 16.1 Cormud
2IX Edltkm
09/22/2006 11:31 7605979527 LUSARDI PAGE 11
I
13-192 INgrALLAooFSpRxw1cJ.Epssmjs
HydulIC . NepIst.proylcd 0. TV,
data
nariepInte
. . Yes:.. ELft,. . . ...
Name 01 aprtnldOr 0Onhor .
I Tess wteid by
Stnaturaa ad)ills -Dais 77n 'S
. ............q. -z-.
Fc.sinklsc contractor (algrrad).. T1a
_J_....
Dais
o.
PICUR! 16.1 ConSi'd
2 .'i:-....... ............. . . S,.. S ................ _ .,.. ,.. .. S ..., ....., .. .
S., IS.Ii.S5 ,' •... . . •. ..._.•, .,., ...,-.• S. ........ ••S .. i,'-;_..............1155
16.2.1.2 Portions of systems normally subjected to system open sprinkler, aftet the.test is completed, or the opertitirig
working prcst4ires in .ecesa of 150 psi (10.4 bar) shall be elements of automatic sprinklers shall be removed after the, ested as described in 16.2.2.1 apr sure QF!M.psit(&Bbar) tetth.sompletd::...,... :.: .........,': '......
n excess of 5y4tem working pressure. • •'t sR ., %. 412'm shalr lieclbetweeri be- joints
162 1.3 Where cold weather will n& pru( surlg 'i'hth 4a Ui psven dthl'dfpI
ter, an mtcrun air test shall be pennkted to be conducted as
described -IL ''•'•', - ueICfluu in .. 1&2.2JiSyiere-Itclired!ibv.fflures presented by
5. .5 16-2-1A Modifications 'affecting 20 or fewer spnhklera shall
. Ii1.....III ..' I) . thc.hazards,fd,etieg 4d jOutts shall be per,: mitted r e bcde protxed the nataflsng contractor not reqwrc teting in excess of sysien,.vm.rking pre re. ..... taites thC4cipon.s.ibity.or1ocating.aDd.orrecrIng leakage iii
16.2.1.5 Whete addition or modification is made to an exist- excess of thaspe sedin..i6I2l$aL.
trig system aff*ung more thait 20 sprutklers, the new portion 16 2 1.14 Ervusion ehafl'cuiade for the proper disposal ch shall be isolato and tea ed.atmotjess.than 200 psi (13.8 bar) water used for flushing or tesdng..
for 2 hours.16.2.1.15'Itpbnka. 16 21 6 Modficbont that cannot be isolated, such as relo-
cated drops. shall not require testing in excess of system work- l6.2.Lf5.1 shall hiAht11uga protruding In
ing pressure. . S
S such a way as to, clearly indicatetheir presence.
16-2.1.7 Loss,sha'be dctci4n1ned by a drop in gauge pres- 16'1 i1t xtz4ered, and the I0L
sure or visual .kaknge. S stalling contmctor sa have a rthrdkeepuig method enui
S S S ing their removal after work is completed.16.2.1.8 The test preMure shall be read from a gauge located:
at the low eld.'ation point of the system or portion being
:;v% 'i t'*ri'1.twj :t ilb4.iR 14 I'.!: -plIr. I,tl i(.: '16 1vL The oblsxsea6t pressurèè II1e cla S per of a dd1rential-I1pe valve shall be held off its seat to pre-,
S
16.2.19 Additives, coroave chemicalssuch as sodiuin'sill vent
cute, or derivs6ves of sodium silicate brine, or rlem(e) Air 'It.
cals shall not be used while bydrostatkally testing systeirisor test, an aif for stopping lks. ..pn.ic etest.at 40.p2.8..bar).shal1bc.conducted.fr
.e 16.2.1.10 PipIng ietwetn 1I exterior lire department. eon- . , 4ao age hat utttlnla 1prc55umrn.:exces
needon and tle check ,ajve in die fire department inlet pipe of H4 psi (0.1 bar)' tI40w.bhalibe corrected
shall be hydxobtaticaH' iested'inthe-emeiineras'the-bal-................ ca- Sc of the
. pable of being operated at temperanbe1ow 8Q$ .
.d.L1.11 When deluge systems are being hydroalatcafly pressure leakage teats required in 16.2.2 shall be cqnducted at
tested, plugs shall be installed in fittings and replaced with . the lowest nominal temperature at-the space.
09/22/2006 11:31 7605979527 LUSARDI PAGE 12
0412712006 0352 619-562-1685 KTA CONSTRUCTION INC / PAGE 10/29
Asmwsq
24-16 1?4rALLA110N OF PR\Tt FIRE SEP.'ICE MAINS AND T1,41LIRAPPURTFNANCES
'
Contractor's Mourial and Test Certificate for Underground Piping
OCDIJP
Upon mptatnof wink. Inepac11r' and lemig ithooll be tincfr byho con(rafllor'e repra?onlethie and Wltne9at by an
cprearitalJve. Al oalarm 9i1ii b corrected and GyStii' I.ii ri nnrvfco belom oontrc(or'4 parsonnel nnaliy iaavn the job.
A ce,1HIalo ttla)I be tTd out and aioried by bath t6prettinlotiveg. Copies stit be prepared for approving eUThQvrtee, cwrmrL and
oefltfac?or. II to undq?9t00d the 0,0 nor' rp rilittivas ugrtUrc In no way prajuøloua any CiPrim aainal CDn1raCtr for Nulty rn.tafl&I, peer
workml1h1p, orfaflure 10 comply With appMving aurnollt')s requirements *r local ordloance
Pmpoty Mine ,- I 1 - , l C
Properly address
by,-itioprovitio auit"orttla trnn(
IrrflflIIl?IQn r. nPOtt1'r to .1compled ihi'.
Equlpmrrt .aed ir approved
II no. e*ta cln4*tJona
Heal peroon nehere of Ito eqiilprnenl iec0 lnlruotod at to l*eetcn of
corifrof valv!s nd care and rniri nnanc nl thIncw equipment'
II no, axplar
Ingtiuotlon; I Have cupistlo appropriate inWMl)na1d core and malAtflflanCo
I thing been left on prernlraa?
11 no, explair
L0cflhlOn uppllesbl.11dlnge
Pipe types .t rid eleos - I Type joint
I plipe.tionfolln6 joirMIngs olndrd
lJr4a,'ound øonilorirne In BlPlldørd
pipes and joints It no, pII'i
-9 Y, C]'No
YPF 0 No
Test
de,c,ipVon
Joil'La nCerild enthoreoa eIKmpet. 'si.prjd, or blocked In No
.aøPditIic rd
If no,
.EUZWgz Pow the teoulied rate until vrier is Ohtar an it101eated by no coIIa0Ofl Of fOl&gn mete nfl In bur3p begs at
out1s euci e hydrants it'ld biowolr.. rivah at flows riot Iasi lhsn 390 gym (1476 lArrin) for4-In, plpp, 0110 got" (l
Umin) for 6 in. pipe, 1060 pm (5900 I 1mm) for 8.10. pIpe. 2&O gpm (P235 L/mlrr) for 10.11,. pfla, itfld $020 qpm (13,323
Lirnln) for i.I6: pipe, Wflrm supply cnninot produoa stipulated flow rates, obtain maximum aveiidbje.
ro1ftI' Iitydro0lCilc teats shall b made at not lees than 200 psi (13.6 bar) for 2 hours or 80 pal (4 bar) above
Il l $5. Ire Ifs OC9O5 Of 150 psi (I 0,i lial br 2 hauls.
Pew pipe laid with tubber okeled joirtM shall, K the workmanShip is satiffactory, have little or no iaksge at
hit joints. li)a alnicurit of leakage at tile joInts ahail not etoted 2 quarto per hour (1.89 LTht) per 100 jofive leapediva
of pipe diaitielitr. The leakogr ahell be nJiinIbuted ova, all joints It auth Iaoge opura at a few jamb. the tnstallsUofl
ehall be cor&dalbd unsatlelsolory and n4c5ly ropeim made, The amount of aliov4bla 1eet$ specified fibave can
be frimov.1 by 1 fluid ounce per inch valve diameter per P1', (80 mL./e5 mrn/hr) Par autch metal gated value isolailng the
lest sit6lioh If dry birral hydrarmth are tsmnd with to main valve opPfl so the Inytluirits are uncjerpresura an edditlonul
GOUPiSGO p'r minute (10 mi/miri) l*.n Is permitted for seen hydrant.
T'jw piping flushed scco'1np to " Ye; l No
standard by (r.nnpiny)
If no, expIr
Hnw'lluohlng low woe obIinad
F1UItnp PubfCnvmmImr . 0 Tailk tit reOrvOiP
tests
Laad4na flushed according to
It MO, eaDlal,
i'low fluetnirp now w' obtlned
rof publlcv5l, El 1fstf OrrfnaervOfr
Through what type o anin;
El Fire DUmP ED Hydmrn butt LX2P..9.rl pipe
standard by (company) TR 'ma. . CJ No
Through Whit type opening
CD Fire pump C] V eeninioeliori to flanga ç10pmn pipe
and atolgot FPA 14, 1o121
TGURF. 1O.O.1 Sample OF COID".0cirsMaterial. and Tknt Cert1ficF.te for Unde,'cmrid PLp?isig.
2002 Edition
09/22/2006 11:31 7605979527 LUSARDI PAGE 13
04/27/2006 0:52 619-562-1695 KTA CONSTRUCTION INC PAGE 1.1/29
PIPE AND TITflC.S 24-17
- Hw.tmtle All flBW lMITOuIId DlI'a h cIiv iosicd 't /, j ,
JCflthCOY€IH
._.2. ior flours f YAM J NO
-
ii SMIntofieøe mmosurd
Lekae aliorfl___ hOIJI
_____
tool • -_________________________________________________
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
Alo*5blkB
-
• Number iIl&1nd ink All oratJtlfscioTlly
HyrntIl
yev No
Water ct.oi valy0b left wld. opr?n
YOS 0 NO
COlVol If iø, siAn M.eOn
Hoso !.hr,iede of ilm dprMnl conreclhnR cind hydmnlo Mrchan.w1116 with yim NO
-
fliose of urn 4porlmor! _______________________________________________________________________
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
Dee left :n oqrvlcr
Remarks 7 •- -
Nior"Dol' tAllIng cont?ntOr ..
Tats Waoeed by
Tilt* -,22
For l i g co aelor fslqrueij) - Title L s I
I
Adihoflflt explanation and ni
(NFrc242'2)
GURE JC,1U.I Continued
(l)'T1e amotik of lckge at the joints bulI not cxceci
2 qt/hr (1.89 Lfht;i per tOO g~*kcu or joinu. urrcpective
of pipe diameter.
(2)'Thc zmountofl&ctge .pec(fied in fl. 10-12-40) 1) shall ),e
permitted to be incised by 1 fl iii (l1 m)) per iflC1 valve
d.meter per hour For eAch me.l-rcterl valve isolating
the tc.ceciion.
(il) If dry borret hydeartki are teeiCd with the main vve open
ec the hydrorits are urtdc.m prenu.re, an drJiiina) 5 (I oil
min (1O ml/min) it leakage 3hqll )c prnuii.red for each
hydrant.
(4) The amount of lc.lge rt hurled piping shall be mea-
sured at hc sper11ied test p.resurc by pumping from a
calibrated contAne
Chapter 11 Hydraulic Ca1cuJatio5
11.1' Caicutatloim hi Egl.ish Univ. Pipe f!r~r6--,n losses ihill
be dctceuned bwd cvi t.bc Hazer—Wilharm lormula. a ,fo)-
-
4.e2n
P -
where:
p r frictional tetance (psi/ft of pipe)
flow (gpm)
C - friction IOd cvcUCiaflt
'1 t actual mIcront diameter oplpe (;rl.)
11.2 UcW,%tJans W S.1 UnIts. Pipe fi-iction losscs shall be .
termined b'.scd on the Hazco—Wtlilams formula in 31 uncs a3
f0110w5:
where;
frlcdonAj 7csistance (bar/rn of pipe)
Q,.. = flow (L/min)
-, trlcdc,n loss coefficient
d,, = actual internal diameter of pipe (mm)
Chapter 12 Abiweteutad Pipe and Fhtin
12.1 Grteiai, Aboveground pipe x fltdn 3hit comply
with the applicable accdcuit of Chaptm 6 and 9 of NPPA 13
DO2 Edition
09/22/2006 11:31 7605979527 LUSARDI PAGE 14
•
,Z1 Oo2O7.
13-190 INSTALLAMONOSPR1N1UERSSThMS OS ( D
S Contractor's Material and Test Certificate for Aboveground Piping
PROCEDWI Upon conip4%n at worlç Inspecoonand toate oh&i be made by the nUactar's mpmwwftM and witnessed by an ownl,'a
• mpee.n$atha. M de4e thafl be cOITCted end ayelem 4.11 In an*e before contiwctors pemonn.11lrfly Ie,, the 'ob.
A cerilficel, shall be Iliad out and signed by both ipreeii,i. Cop4., than be prepared 01 appn*rV euthoddee, ownoce and
cener. ft Is uMerafood the ovn.v. reprefientadvVe signature In no way prajiiflcee any Claim ag.ln.t canVactor for faulty masedaL poor
• wnoh or f5IbrGito xxn4Iy with epprodr!9 flthOdtV. rUqubemen or local ouani.
Property addrow. 2/
• /& ''-" S
V Addiwee
V V ••
0•. Plans
• IrisialMori gonlow la asompted plww Yea ED.No
EquamemIed4ueppfod yen No
Kno.eep4.lnd.vat1ons :
• Mae pervon Wi diweof fir. equipment been inabuciad as V No
V Ia ócnon at ocritrol velvae end car, nd mannes
at flIanIw i.sipmmit?
Ifnoç4&n,
inabucorw •
S -,
Have aa of 11$ tollowlng been 1.11 on the pr.mi.ae
9yslem compoi e Inebuc14onr Q71 y J No.
•
V Care and melntunincelrialnacdon. • • e 0 No
. . S. NFPAP& • . CM Yea C3 No
Lotocation
•
Year of
V
. • Ortlica Tamparatirt
________ _________ V
Male • Model M&hftcwm dim Quindly
3/4
9Pi*ildeie *L6 KL,01 — ZZ r
• 1TiL 42 Cii41L •
I 21 . (55
DL -
__
V
- _____ ______ ...
V
V
Pipe ard
V
Two of p, 0
". çc f /,-7 2 V' . h V -• V
• flhtIn pe.ol flClna _VC • I D
V
V •
S
Ajifm devIce • ... through test oonflocon
flow
Main Type
.
Model Was •
• Iricetor )'' Lii)O S . • 92 . .
•
V S . - Thry VIM Q
- VS
V SVS
--------- ñeWNW - Alarm
opareitrç V thivugti lit6 WIW Air point
air . preanr*
reached:•
Wstoui4et1.
op.m4M
pressurs V prn .
V
MWiutas Pownds p.1 -P94 psi . . Minutes F Seconds
• •
•
__
S. .,S .
•S
T.___________
-•
S
llno,explain •.:,
•
be1 tftnó hqxvw,o4..1 connóction Is dónid
2NFR 13 only requires the Il0nd IrnItetlori Wi speddo eons . V
}1GUR 16,1 CoitrectoT'I Matadal and 1t CeytfflcstC frAbavcgivuud F43iog. S
V
09/22/2006 11:31 7605979527 LUSARDI PAGE 15
5YS'1t ACCEPTANCE S. - 13-91
Operation :
S E Pneureslio Eicetc I Hy uWe -
Piping auporv$aod 0 Yea 0 No Detecting media ivlead LD y. [J No •
4
/
Does valve operate from the manual frtp remote, or both Yes 0 No control etaUe? 0
Ia there on eseibIe Willy In each diutt fOteatnØ If no, foValn.
o. 0 No
MeI Model
Does each cIrtiit opera
eUpeM$On loan aievm?' I Deed each thcult operate
L
Maalmiam lime to
operm releane.
Vu No Yes No MfraaWe I Second,
Pure
Location
and flow
Maim and
model
Sailing Stetic pruesum Realdual preeaum
(liow$n)
Flow rate
reducing
tw InletVANS (pet) Outlet (pat) Ifllt (pet) Ouhal4pet) Flow (&m)
-
That
HYdsvatelic Kydreste$o soft Mall b.mods at mot low than 2O0 psi (13,eber$oa2 how, or50 poll (3.4bw)
above static pressure In eaosel Of 160 pet (10.2 b.r) for 2 houre. olfl9cuntlet dryilpe'valva risppore shelf be IS*
opmi dining the teal to p.Thent dshl5ge. M ebaveground piping leakage then be ated.
description Pne aft Establish 40 pet (2.7 bar) air pruesura and measure drop, wPdi shall out ssaysd 14 pet (0.1 bar)
In 24 hours. Tent pressure tanks M normal water level and air pressure end measure air pressure d, wf*th that ni cooed l pal (O.1 bar) In24'ho4Jm
All piping hydmstnkoll toolad at pal (?bOr) for .2.. h0y55
Dry piping pneumatically tasted • 0 v.. []No Equipment oporstsnpropaly ONe
If no, Carle mew
Do you certify as the eptlnider cntrader that additives And corrosive chemical., ecum silicate, or derhmaltvga
of sodium uilicat., brine, or other corTavivi thernicela were not used tar tasting syVem, or atcptng Iea1mi
O Yee 0No S
THIS
Drain
ase
Reading of gauge located near wetof
supply lest oonneatlom LL psi (. ban oonn1ton
Residual pieaaure with vulva in Wet -
open wide: 4Z.. pal (.'bar)
Underground main, and Iesd1n conn.otcne to system iteere flushed before connection made to.,. ap,l&d.r piping . S
VarIfid by py ot.Iha Contvscto?e Materiel arid That JVa. No Other E.çffiki Corlifloate for. Undorraurid Piping.
Pushed by Installer at underground spilnidar piping Vu, 0 No
It powder-driven fasteners bIS used in concrete, Vu E) No
bee r.pre,.ntoWe sample tooling been . S
if no, aapieJn -
Mile onlfyaomçhe,d?
Blank tooting
-
Number used
S.
fLnc.1sons S
:S
NUIItOV rsniovad
- Welding piping >EJV.s 0 No
Do you certify an the sprinlder contractor that *id)rig precodurea ceaiply ves 0 ao
with the requirement. rAil lust AWS 52.17 •. .
•
wakfing Do you certify that the welding woo performed by weldem qualified In •• • /E1Vu 0. No
cornpliunca with the riquirernente of at least AWS .1? •. •
Doyou codify that the was canted lIn compliance wtth• Yes [J No
•
documohted qualify centiet pmcedurli to mnmus thai all thu are raSlevod, that, • • -
openings in piping em elnooti, that slag and otherwelding residue am .
removed, and that the Internal danwteci ci piping are not penelrated?
Cutout.
(disco).
Co YOU rIffy ti*t )O'J hue I oonfrOl taabrs to I1I4are thai Yea 0 No on ailOute (thea) era retrieved? .. S • S
FIGURE 16.1 CcoiSuwd
20OR Edition
9/22/2e0E 11:31 755979527 LUSARDI PAGE 1
13492 . IN$'rAttATlowolr sPRRSTEMs
Hyd,IuiIc Nameplate pnMd5d .. flno oç&n ,, ..• ..,
data
nameplate
Oft left In "NIce with all oonts I valves open
Remallas
Name at spririkiareonbactor
ltd-i
tests witnessed by
lgnatnu 'förobl, 40 Title ofit, Q ../C4(AK ...........5t . .?.Z2O
FrapvfrtkIerntT cto (signed) Date
—O CI
AddIIioiaI eVla,a06ns and notes .
, ." ..'.'.'.4'' '','.'..-' .' . ...: 'i ....................... ,.,. " .., ...':. ..........1..............
.'.:' '.. I-" .3:'' ................................... '..,:.. '.,,,'............., ...........
flCURE 16.1 Cmdi.aied ., •..: '.'., :: . ...........................
P '•P$ ........'P'Pii .....'', .............p . p
P.,,',............. ' ' ...............
16.2.1.2 Portions of systems normally eub,jecte4 to system
....••........ ..... .. ...,. .
open sprinklers a.ftet the test is completed, or the operating ork1mtg preseiree In excess of 160 psi (10.4 bar) shall be, clements of automatic sprinklers shall be removed after the ,sted as deecrbed in 16.22.1ataprcssure of-SO.psi' .( bar) . test scompleted.'..' .;
41 CXCVSS of sysem working pressure, ' ' '""!' ............'
, 16.2.1i2'Tht tre shall be £ackfliled betweer joints be. 16.2.1.3 Whel'e cold weather will nd(rtrlit tèstil *Ith ih, &e sti b iiIetht thovth€ à ' ter, an snterizr air test shl be permItted o be conducted as t. i• 16.2.3. uC5Cflucu Ifl "16?2.1V13Vhi'q1rdfor.Laa'tynaures presented b
16.2.1.4 Modifications affecting 20 or fewer spfftkiers &hIl
. i.r i. the haz oopez epe e,pApapdJoInta shall be per. b bck'lied
not require tdting In eceess °Y'..working
mnt to provued se .nstaUing contractor
takes , ., ponsb1II ioiting and..,qprreeting leakage in
16.21,5 Whte.addition Or modification is made to excess of
tag system affecnng spore thai 2Osprjik],es the flew portion .16.2.114. 14 2roviswn .halfbnad o114-- the Iproper disposal 01 shall be iolatd and pp.edRtmo.tjess than 200 psi (13.8 bar) water used for flushing or tesng'. for 2hours.
that 16 2 1 6 Modficuons cannot be tsolated such as relo-
cared drops, a14afl exss not require testing in ce of system work-
-
..
16.2.1.61 :s'anks shall .h'M't'Iugs protruding I
ingprcesw*. ' . ' . such a,..as.w. clearly Indicate. their presence.
16.2.1.7 Loss shai be detenind by a drop in gaue pie. 11 11' thbered and the in
sure or visual leakage. ' stalling contractor have a' recortk cep ng method ensur'
16.1.1.8 The 1estpreure etialibe read from a gauge
lug their removal after work is completed.
at the low e14anion point of the system or portion being dap.
' tested'. ...' . '' . 'per of a differential-ripe valve shall be held off its seat to pee,
cntdanagiz&theyale. ' .. 1621 9 Mditive6 corrosive chemicals such at aodiwn sill " tr' ii
Cate, or derivAives of sodium silicate, brine, orA618 it) Air TmL
cals shall not be used while hydrostatically testing s pOi'. 1&2121" ''8 IIdIIftO..th I'Tt!th''tadc test, an alt
. forstoppingi.pr uce.lcakagetest.at4O.pii..(2.8)o4. .ball.be.conducwd..ful-
16.1.1.10 Piping ,between the exterior fire department. .!,I -!t r24,,houn,Any4eakage;ithatimalia-inmLfo*of
nection and We cheek aIve'i.n the fire department inlet pipe of 1½ pal (0.1 bar)'fo the44h IiiThll be cosyectedV
shall be hydra lly-teste&.inthesnemnner.aa•she-ba1-................
e of
,
C Mtem. , . pable of being operated at temperattwItAdw 32. (Q);air
kill When deluge systems are being hydrostatically pressure leakage tests required in 16,2.2 shall be ctnducted at
tested, plugs shall be installed in fittings and replaced. with the lowest nominal temperature of-the space.
2002 EOlIon
10/02/2006 08:14 7605979527 LUSARDI PAGE 05
4/27f2665 63:52 619-52-.685 KTA CONSTRUCTION INC PA/2g
24- 6 IN S"'ALLATION' 0? PTE .flRE SC.! KkINS AN nrVILAPPILIM.NANCI, Ao2p
Contractor's MattraI and Test Certificate for Underground Piping
pn0CEDUR -
Upon completion Df work. Inspect: in and taste uheil b r,,:Ir r p1', cOfltTctQr3 ,pPtInhitive end witnessed by on owner's
mprwtrb'wa,AII deloola eltaTlbn m.rtndiod and system i&i i•' n.'vlco before conirscloeopOrPOmMOI fln&iy leave tile Job.
A ca41f0 814 efiatl be flhId out one qncd by both repremnVolvei. Coplos shell be prepared for approving authorfilee. owners, and
conUlcr. it t underatobd (ts o flare rrprerrrPotiVe'3 g'a alu In n Was' fifeJudiceS arty cieirri OOiflS1 ennlrectorfor faulty rr tenet, poor
wan1orlrrmhIp, Orfitfiure to coflripr with approving eutlnorIlyrUi?Pmofli3 Dr local orrco&
PMO" naM§
Dale 4fl
property addveea
Accooted by approving #ulhodtias (rrnr''l
Addreea
Plans Irretellallon n nformn IC osvepted ØIn.
Eaulbrnen' red op'0ved
It no. state d ivietlona
His person In chern of (ire oquip,eni bferl lriI,ucted as to location c
control valun p qmd ce and It1.OI W ihir new 9qUip?flerdl
U no. pyplali'
Instructions Have uopiori or epprupnInl riri"...... niril tWq end rioinlenencc
charts been 10 on
II no erplet
Location I eupelies buidinpo
Jjea- 0 N
No
D yes No
r!3 Yes ED NO
contort iso FlninQu vinrJerd
UndCFr0Und ' ... ond4rd
pipes and jOWS If no. expla ri
Jintm neii.id ritilQ?Ago clamr .i:"i, or blocked In
e000rd0nc4 tWIn
ft no. f*plAiil
Type Joint
_T.
iWr
Yes C1No
J't'os C3 No
No
Tool
description
Et ow the l4quireo riic iniI .'.''rin clear as 1pdlcetd byno collection of fcresgti mete flat In burlap bogs Al
eutfr-ts 5uch as hydrants and bIou.rt!¼ ri ni Paws not 1e4a ifieri 390 gpm (1478 L/min) for 44n. pipe, 880 gpm (3331
tJm1.i) for 64n. pipe, 15ell9pm (505 t)srn1 inn fi.in pipe. 24-40 (35 LInIrr) for 10n. pipe, and 52D gpm (13,383
L/min) tot I &Q. me,, oupty r_'ri'.' produce stipulaled flow lutes, obtain maximum available.
id]ootaf Hydrostatic tests str.11i t'e marle at not 18p1t (Pipri 200 psi (13.8 ber) Ir 2 hours or 60 pal (3.4 bar) eboiw
alamo pceo,ra in eCGa 01150 pci tint) ror a hours.
keoea t:pw pipe 'old with rubber qoakel joints snuii, Hihe w -naruship IC eatleteclory, have fiflie or no leakegA 81
the joints. 1he Bn'OUnl ofienhefie at ihe jvlirtl itail not Peed 2 JuAIM per (tour (1.89 LItlr) PAr IOU Joints Ifl'!gplive
of pipe dierl slot. The iakaps srhrll I,'- dlilr'hutd over all jôn1e. if such lni.kpe occurs ate few Joint:, the Ir%$t411atiorl
ehell be en cidered in vlItifecrcrry arr:I eutnry repairs made, 'tItti amount of e11ow8b18 lakage specified above can
be Ivrcreamr,j by I fluid ounce pe inch .I-in diameter per fir. (30 mlJ25 mm/ti,) for each metal soaled vitae Isolating hItS
lost sect/or If dry barrel hydrøttti AIS 'viec1 wirit the mAIn valve open ee IhIr hydrant; are under acesriure. An addlti000l
O OUI'tcei tr minute (ISO mL/nvn) Iri.shrr Is perrnttfld for eeciv hydrant.
Neg'roupiDinrg iluhed ar.:Ii. to . Yes No
.Ló_U, atoildcird liv
It no. mtplgit
~LeedlnM',.~hed
ip flow was obisined
Pluohlriq water [J Tanh or
10510
-cte6rdin 10 ,C/M. €)
It rio, eapleir
..................
llew iTufitiii'p now was 0b101r10)
'PIibiio 'enlof D Thn! n.e rC,,r
Through whet type opening
EJ 'Ire pump Nytlrunlbutt t'Op4liplot
alendord by (compAny) "is No
mcougn wi,ot type opening
Fire pump CD Yconnecilen to flange '0part pipe
And spigot . (NFPA 24, I of)
F1GUR! 10. 10.1 Sample of Comecto'-'r. TTnrr4oi incl. Teet Cen'tfficote for Urtdrgrittd, r1ping.
2002 Edlikiri
10/02/2005 08:14 7605979527 LUSARDI PAGE 05
04f27/2 @6 03:52 619-562-1685 KIA CONSTRUCTION INC PAGE 07/29
S
. AF.%o%,ErRoLND !'fl AND MNOS 24-17
4yd,o.ttlC All ,iw iiierpreund 1pint Pdros(tlic,lIy at
to, hauro
JolnI oard
Yes (eec pal -
101e1 av ur'l e Ieakae ,veeaurod
gaIlor _.1
-- tact Atlewebi' lk.ge
pallone howl - S
Numbec lnetltqd rnakt
S
All "raw 9ettsttorlly
Yes E we I+jd?lflt
Vater OiMPtI valve* left w1do open ..• YO No
Conlrel 11 no, eta 9 r,aaon S
lvaI
Hama Me Wnof fire department c rcelIonv and Nommis InierahAngeAblo wl Yes No
thoi ot irS clqperSnerlt wiftftllnq 41-h
-
Data tnl In seMe
Remar1
___
S1fsif --
N oi rtthItl ontreCtOl ,cN
TSt *itne3ted by -
Fo QWflftt d)
-
Title
Fort I lrcq cont cor çtgnod TItle PaIL
Adon5l —TT—
.
çNFPA4*c(2l
FIGURE 10.10.1 Co,Uiriiied
(l)The wourit of tec.kagc at the joinl.c shill ncct ueeed
2 qt/hr 0.89 L/hyl per.100gnskets cirjoiou, irrespective
of pipe diameter.
(2)mThc amount of1eaIigc opectfied in 10. 111. 214(i) shill be
permitted robe inc'eaed by 16 *7. (30 tiii) per t.nth valve
diameter per horn for each mc .nc,icd valve i3oladng
thc test section.
() U dry b Ihydatltq are tested with, thr vIvc 'pcn
w the hydra.nts are under pTeUS, act tditio) 5 11 oil
mn (150 ml/min) ,fleakage 3hallbc pc'.td for each
hydrant.
(4) The amount of Ie:rk.age In buried piping shall be tne.
ttred at the spccl.f cci tcst pressure b pijm&K from a
calibrated conminee.
Chapter 11 Hydriulie CaIcuJa$Ini'
liD calcuindom In RINIiiish Units. Pipe fn Io'eI Aball
be determined based o the Hcn-Wi1Ilincc formula, as fot-
where:
(ricUortal renttnce (P61/ft of pipe)
Q = now (gpne)
C = Erktjon leaf coefficient
= actual internal diameter of pipe (h.)
112 Umde.liano is SI TMt4. Pipe friction ke ;hall be dc-
teeminfid brteed an the Hazen-Willame formula in SI unitt, *.e
follows:
P.08.06
)
10,
C'd
w1icct
frictional resbttncc (ba/m opipe)
Qm flow (L/min)
C w friction lots coeffldtit
d, = actual intcmal diameter of pipe (mm
Chapter .1.2 Aboveground Pipe and Fkthig
12.1 tesusi. Abovegrouid pipe and flcdngs shall coripiy
with the applicable sections of Chapters 0 arid A rf N1.PA 15.
aoo Edtrlon
10/25/2005 12:05 7605979527 LUSARDI PAGE 15
64/27/2006 03:52 61-'562-1685 KTA CDI'TRUCTION INC 6/29
ASoso2.4
24-46 ThS"1LATION OFPRTV,1J FIRE. SRiCE MMS AND THLIRA1'UTENA10ES
Contractor's Materiel and Tegt'Certlflcate for Underground Piping
PROCEUUE
U? Oolpl0t1OTl of work, In4padlorl end teste hall bo made by lI corttr 0v0 reprew'tniv6 end wilnee0ed by an awn0r0
vepreeennnllva. All d(irfem shall be cormntod find Syom Ith In nervica before c0rllflCIOrs persoAnOl finally lQRV6 the Jo
A carltflcnte shall be riled out and cfigned by both repros ltM. Copies hfl be prepared for approving ..UtMritIaa. owners. find
;n(cctof. It Understood trw ov, n0r'r rapra;entfv&e slnatLJrn in no w*y otojudlues any claim ngpin'l contractor for foully melerlal. poor
wtcmenshlp. or failurO ID oartip!y with 1ppfcv1ng Ru Orlypr€li.1fbrfl0015 or iceal onoa:
Proporty name L01-Y, v -5 pJ Date
Pnoloorty ILØ y/c/P
Accepted by epproving CutProriltli (rne)
Address
Piano .---'- ---. -.
iFt$lIfltiw', k.,- inform 10 iICOCP1d pia Eyon No
Equipment ri d is opproed C No
ii no, 'ote dttvlfltlofl&
Inc Parton i charge of fire equlpcner'i ,y-'ri inDiructed us to location of E yes IJ No
nntru1 volvirs and care iiP Inlonn.lcn Of trio new equipment?
Ill no,onpialn
)ngtvuelipne Have cpwn Of appropripte InrtruciIo'n airri eare vd rnalntariarrcn [2 vs El No
clqile been Of on
11 no, exlaW
Loeallon Supplivic bofdlngn
Pipe types ,rid oloae Type (cml
PIpe hbnfocrie to Fininpe riAmdard 'fee. El No
Yks C.J No
Underground
pipe, one Jeinle It Mo. expiai;
JointO naei d firicho,ae mpej. In1D011, or blocked in Yen 0 No
eDrdOPI with AL.t..CL_&!± irlandarti
It no, ST0ii
- Ntjhfg Fl N the required rate) vnill wirer ip clear CO lAdIt4lad by no C 11QrtIOrr of borefgn maleriwi In burlap bugs RI
cutlet; eueh is hydrZIMIC aM blow- offs. Flish at flows no] lesS than 39D gpm (1476 Llmln) for 4-In. pip., 880 gm (0331
flimlrt) for en, pipe, 15$0 ppm (SilOS Lhin) Vol Sin. pipe, 2.440 ppm (9235 Urnn) for 10-In, pipe. end 3520 OPM (123
1/mm) for l .it. ppR. When aupply c.prknni p0dueo gIIpuitod how roles. obtOiti lvlfyinlumn available.
)d,c$Ialit Hydrootatic leos shell in made 01 not bee then 200 p& (13,8 bar for 2 hours or 50 pal (3.4 bar) abovO
Teat etatiop(ees, to qrr excess of 150 pci il(r, kor) tot 2 hours,
oacrlption N 0w pipe. Ild With rubber unkInd boinIS shall, it The wor-kr'ñanehip ic oatioiaetory, beve lIttle an no leakage at
trIo irifs. ho amount of leakage 01 Inn joioli sits.01 not eeeed 2 quertu per hour (1.80 L/Irr) per 100 joints irmapective
of pipe dlprnislar. The ieekag0 shli bn disiribuied over all Joinle, it such ioaKago cecurs or Is low Jotnia, the (natailallOit
shall be Dori sidOrOd unsliP3otory rind neentery repalia made, mn amount of allowable leakage Opecified above can
bo Incresacil by I hull our per inch valve e4imatar pot hr. (30 mL/S mrnThr) for Oath mOist eeetad Volvo 1oiidng the
rest section. It dry barrel hydrunlr ar' inrind with the main valve open cc the trydmente are under proecurn, an additional
S ouns pnr minute (150 rnUmir) in.nknnv' is permitted tar each hydrant.
I0 [2 No N d undpipiflp lluohpd oCCc'rJlna in ZA
*f'wlandad by (cnrilprry)
it no expinlr
How fiuehmnii flow wawvnlained Thiough what tpooghift
Fiuttllflg
leM ( Pubfic i• SlOt [2tonK or ron,oir C Fire pump [2 Hydrant butt ('Opn pipe
1ned.inla fluA. lied acetirdinip to ...CIh(4JJJ slandord by (company)
If no, enctok'
4ow iivahin;j now was obtained Through what typo opining
Public 10101 DTenk VT rerirr'or C ry pump C V corinecti ,, to flange 'Open pipe
...............
and opigot (NFPA24,10? 2)
FIGURE 10.liO.I Scmpk o' contractor's Mtcriti and Teat Crncate for Jnidvtrvvond piping.
2002 Edition If
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04J27/2 e6 03:52 9-562-3,5 KTA CONSTRUCTION INC PAGE 17/29
AIf'3VILGROUNI) PIPt AND FMDiGS 24-47
All now u eround plpinp fy&os i-r.fly ited of Jolr t,!v,,cS
HyrooaUc *81 Psi Io - ..A liaiJt e 0 14o
Ttal arm jflf of t,kge moIur0
Luka! gaJlon
fool
NUrf1br I oIaflod Typn ond rtwk. Jl OVoTlie eiftic(otlfy
Hydrants
Wfor coitifel vIeo left vide open '.•
'Yes Cl No
Control It no, atat rBoon
vo1vos
Hce flicrdo of tirt' deporin I canni3cii~rg And )ydr0fl1G Inferchangolble wIIM Yes L7 No
IhooC of i1ro deportment answering
DMe left n eMoe
Ren,arts E
P4arn,& inmIlingconbattor
•.i(rA C
Tests wlrnpO8itd by
For PTUVA Ii, nor
Fqreflng Corf racial (CiI1Cl Iftie I now
I AdditIonal 0Ypion011on and n'i%eo
(NFFA 9A, 2J
k1GURE 10,10.1 CøiiHiced
(1)rThe mount of IelkRe at the joints, 3hrlf not exceed
2 qt/hr 0.89 L,/hr per 100 V. 914c~vrjoiit. irpeethe
of pipe diameter.
(2)Thv amount of1e.ige specified In 11)10.2.?. 4(1) shall be
permitted to he increa,ed t' 1 fl cia (30 m)) per inch valve
diameter per hour for each mer,l Valve ioI'ting
the teet act)osl.
() If dry b,rr) hydrurtta arc tcstec( wtth the nnn v*lva open
o the hydrants arc under prcsuc, in 7tddilional 5 f1 ox/
min (150 ml/min) ,fkake hall be permi?,rd for each
hyraru
(4) The amount of 1eIIknc in buried piping .c,l) be mei-
red at the 5pceed 1t prcawrc hi pumping from a
cI1brved contairtr.
Cbapt.r 11 Uyditulic Cpkuladomq
11.10 CakWaeiooe in Lg1iah Units. Pipe friction, lo.i?4 Ahail
he deteriaitnecl based o the Hamn-W)W.mr formula, aq fbi-
1o:
4.52Q
— C"'d'7
O02 EdIt? an
where:
p • ftktional retitcance (poi/t olpipc)
flow (gpm)
C frictIon lgs coelcIent
d aews! 1ntrna1 dianetr of pipe (in.)
11.2 Cieu1adoa, In SI tJ&. Pipe friction losact shall be tic-
termined booed on, the HAen-WlI1Iaino formula in SI unita, 0.3
follows:
P.. 505(, )i
where:
p.,' frictional ros%otnce (bar/rn of pipe)
Q, o flow (L/min)
C ' .frictIn loss coefficient
dM = actual intrna1 diameter cit pipe (mm)
Chapter 12 Abciveround Pipe and llttnge
12-1 Gaieid. Aboveground pipe and fittings shoil comply
with the appUab1e oectiona o( Chapters 6 and 8 oft'4TPA S,
17
IN I
10/26/2006 12:06 7605979527 LUSARDI PAGE 25
04/27/2006 03:2 61-562-1685 KTA CONSTRUCTION INC 4Q20/29
As e'o 24C
2446 INs::ALLATION OF PPJVATT FIRE. SRVCt1SANflTHLIR.TENAX°c
Contractors M ti iaI and Test Certificate for Underground Piping
PROCEDURE
Upon completIon or work, In,pect,n and test .iaf be fm-adlp by the cOfltfctors tepr aonlalive and wilfleesed by an oWnero
Al delacta, Still be oovvecicd arid ;yiem lcI In rrrvice belora eonlnlctatP Personnel finally 10Se the job.
A eartiflaM. Shall b fltfrid out and signed WbDthloprevvinintly9f. CISa abel be preparedfr approving aultiorIbes.Qwnera. and
aorilIOtGf. II Is understood tie amv. nera rSSentelIva 91'nwre in no way prejudices Any den against nonllaoior tar faulty mrilsttal, poor
wovkmerffihlip, elfSiturs bcompti with appmvinif avihorhyc rotluirernents of lo00lotdlnlflcaa. --
Sy .
Pcopertylddreuo .9 17 (., ( -17
--
A6cqplSO by a roIi9 aivibore (Vfl0i)
Addrea
PISM lntal1otlOri (onlayrn4k to acceviod Wirs Yea ¶ No
Equipment ited Is approved Ybd Na
It no. elate ,'IOIi0fl
)1e. paraart ii c?iwge of tire Oquipmen, hA ii'iirUCIOd 89 to lo&lOfl of ¶ YcS J No
c001r01 voivini and ditto and mun n.inclr of 1hl9 nw aaulpmentl
It no, Sllplhlill
trietwcIioii Hs'eoelt,approleteIrStrUClinn' Ind care arid milnlen -- YOS NO
altar's been aft on promisen?
It 00 oeplviu'
L0o31160 Supp%o but dingo
Pipa "a cie9a y/ tY04 Joint
Pipe coriio,'ie to Fminp; ,_. nianderd J Yac No
conlarres to &a24r.vnnard YQ0 No
Underground
pIpes and jointsif nO IXPI1
- joirvIs ned;dnthajripdj.Pirapped. or blocked In
Yea 0 No
accordafloe with ,'t!1! tCtr1pVd
It no, explait
- gitp:, Pi 1w the required rate niI lcr,a Indicated ey no collection at foreign malarial n Dullop bags at
cuitSlS such a hydrants and b*.dfit.. iriilt it flows not ieee tten 390 gpm (1476 Umlh) fec 4-1n, pipe 8O gorri (3331
Lhyiiri tar Gin, pipe, 111,150 gpm (5?O L/i'l) for Din. pipe, 24.40 gpm 03 Urnitri) ir 104M. pipe, and !IM gprn (13,323
L/min to, l. •In. Pipe, WIIOII 4Llpply Ca nrnl orinduca sbpu18100 flow rates, obtain nlajilmu,n w4l1able.
Hetic: Hydroelettic (qS(s It.III iia mIle Cl not ISU that, 200 pci (13.6 bar) for 2 'iowa or SO pot (.4 bar) abavO
Test alD(ID preantre in exeaso at ISO pni i I Ci. 14J for 2 hours,
daacTatinfl LeS1ceqa t'taW pipe laid with rubbe' gneteted j&rMc shall, it the wa3rmanøPtlp Is ;hi'lOato,y, havg hIlly or no lnok*g*si
ths]1. 1' is emeunlot leakage of lhe toni shell not raged 2 quarts per hour (1.89 Lihr) pot 100 faints IrreapseIlvo
of pipe derroror. the leakage shall ho r.{iniribUtd bunt alt joints. II Ouch issefage occuri at a fm Ii't5. 015 IflStSIi&hlbfl
shall be ceridard urmauirfactory arid 'iecceiary repairs made, The artiourit of allowable leakage apoelled above can
be incmastiit by I fluid ounoc per in''i vni'cn di.moier par hr. (50 rYVIJ2O miutlhr) for onch meai sealed uyivs lactating Die
test sedlion. II dry barrel hydrants em tr'airtd with the main verve Op50 so the Itydronte ire under pleasure, 00 edditlonvil
-
Sourinwa ir mnu (iSO rrVinilrt iltl(AJP 19 pnrrTdlted rot each hydrant.
piping fluOhyd ncaarOlnq to 0 YaP 0 Na
staflderd by (connpwly)
It no, elsi'.
Now (Iug0lri) flow was Obirined I . Through wittat typo opening
Fluatlirlg 4€ptiitt -0 plat J Tank or 'oicr'ir - 0 Firs pump giydrarth bun Open pipe
testa
-
-- Load-Ina ltuiihiod accor09 to _C y..'-4, - 1prderd by loornpeny) VLAS No
If no. exploit
- He fluehin flow woo ebIelt, Through whet type opening
PubIc uCla, 0 Think or r.Ir Fire porno 0 Y cohIlCatlon to flange sn epa
and spigot (NFPA 2d. 1012.)
FIGU1%X O.LU.l Seann1e of Conbr.ct0ro Mui'se( n,'i'll'eet CerrMc;ta ?or Underivuaid Piping.
2002 Olklon
zc
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,k-BOW,C.p,ouND PIPE AND FITTINGS -
2
All MFjw uf dergfound piping hyt'!.lii4lIIy lelted at Jolnti nrd
pei r houtq er Vi 9 No
bl& iini3iM of leeKago WMM.4
laakogi, gallons tiours
—. galln o,zr
Number I IeO%d TYT.IP end mike All operate seVaactocIIy
l4ydrinl* Yoe
-
NO
Water ce4nvel valvllS lee' wide 0Ofl Yea D NO
C.rol I?
valvqS
baa ltvnieda of lire fter'Monl ronnPOont,%rid hydrants Interchangeable with 0 Yb2 NO
thoer of lire department nsvis?rlmq nl.lrnn
Data IlI fl aaMce
Remalks
_ -
COf1Uc17J
?eta witnessed by
11fle Do
For in.tlll!flq entractor (&nd) Title bore If
AdditIonal epIerredon and n.nan
-
(NrPAd,2o12)
FLGVR. M)10.1 Contiiaed
(i)'The amount of Ieiikagc at the jr.ir,r.c h1l not exceed
2 qt/hr (189 L1hr) per 100 gskci nr c irrepecdve
of pipe dmeter.
(2)*The amountoflck;tge spedflcd r 10.10-2-2-4(l) hall be
permitted to beincicascdby 1 00; (3(1 ml) per inch %-Alve
diameter per hour for erich mctaI.atecl .i)ve isolating
the teci aee don.
() if dry brrcl hydrants arc tctcd with the nrain valve open
so the hydrants are indcr prertlre, an additional 5 ti 07/
min (150 ml/min) .ftetage shall ! 'crniiited for cach
hydrant.
(4) The amount of Irikgc in buried p3:rtg shall be mtIa-
cured at the specified test prcatnr bc pumping fron a
ca)Ibrsted conta.ine
Chapter It Hydraulic Calc:rthuioxs
1I1 CalculAfAcAs in English Uta. Pipe fiktion Ioscs shalt
be determined based on, the Hazen-illiin formula, a fa)-
where:
P .frictional rcttance (psi/(t of pipe)
Q = flow (gpm)
C 2 Vicuon loss cteffielent
actual inrernal dinrnei*r of pipe (in.)
11.2 Ca3cu1aon in Si Uo. Pipe 1ctioi, losses shall be ne-
ncrmited bawd on the iiazen=lAUliems Formula In SI unic.1 a
follows:
p_6.05 ( C1
z
where:
frciona1 resistance (bar/rn of pipe) Q. =flow (L/mini)
C - friction loss COViCI:Thfr
= actual (niternel diameter of pipe (mm)
Chapter 12. Aboveground Pipe and FIt6ng
— 4_52Q'
CIAYIPT p
-
12.1 General. Aboveground pipe and fltdnO shall comply
with the appliciable sections of Chaptcrs 5 and it of NF?A 13,
2002 EditIon
2J7
10/26 /2006 12:06 7605979527 LUSARDI PAGE 07
64/27/2 6 02 / 619-5E2--1685 KTA CONSTRUCTION INC PAGE 2/29
24-6 Ns:AUATION OF PPJ SEVTC-tMArNSANt ThE1RAPPUWT1NACL$
4
Contractor's Material and Test Certificate for Underground Piping
pnaCeoupr
Upos eemtoian of work. Inapied ism and IpOf; snail be mode" lie contractor's 100? entall
*
vei ond wItne000d by on owMrc
All deleste 0P%IlI be ebtf0fled rind oysters, loll In .eMc blore cofliYClOrs par*orvtol finally leave the lob.
A a:rWtOIcr ikell be 01100 OUt and tlnd by both rapraeentalivro. Ocpie0 *hall be preperd10! eppr
o
v
i
r
i
g
0
u
t
h
o
r
t
t
l
4
i
o
f
l
O
?
O
,
e
nd
contractor. 1110 understood the os, n0ne repr orrtellve's ol9nall,wa in no wan Pfeludins any delfn ogalnat oonlmctor tar foully mslerloi poor
wovtmgi%llip, of tØlUr5 to cOmpl' with approving Oulhorily'O t Oinn'BAl0 Or
Plop" memo
Property eddrsU 328 04aI4 LPJ
Accepted ty ppprairfrip isuilhorlilt; (name')
Addrqpg
PIanO ImStWilillon to accepted plun?
Equipnwry I., led is ipprovod
II no, flail CiiWi011QflS
E1 vee t—J 1,40
ED No
Has person ii ChW90 of fire equipment b Irrotructø to to location of
control vaivi'! And care and melntenisur ni tliF. new equipment?
P no. explain
Insttu%lgn Have cool 01 epproptiAte IUctlOrrrt ir,d "nd n&nt0flOflCO
clnert bean eli on premiseS?
It no. e*plelii
'is Cn No
'rae 0 No
Location 6upplissbul dlnçn
PIPO typos zt rid clogs C -?O aLA
pipe cnfoniiie co Fillings
Underground conforms Ili ,!I'.6A'_.
t.enrd
piPea and joirrte If ItO, wIelr
Jolnie neethd anchortpi olereped. strapped, or bloolOeci in
wIth
If Flo.explali'
Type 101M ,t;eve : D.007 -
: No
you No
'i No
Fl .w the required rate jrrtl water i Iearos Indlealad by no COiIcllan of foreign metefll in burlap bags ci
oi.0lP1D such as hydrants and blow-or luh at Howe net Ieee than 390 ppm (1470 Lltnl,i) for 4-In. pipe. 900 ppm (3001
L/mlrr) fur G• n. pipe 1800 ppm (5005 lJnhlfl) fir f.Iri, pipe, 2U0 gpm (e29 tfrnln) for 10-In. pipe. eM 2520 ppm (13,323
I.Mnln) for 1i16 p1(10. When supply cannot nca#vce st1pulsled flow rOiOs, obtain maximum uv&lbt.
thL!!!. H dfotet1tlC ilieli be made at nos lees then 200 pci (13.8 bar) jar 2 PIDUYO of 80 psi (6' be') ibo"O
static prer to imexcess of 150 pal (10.3 bar) In' 2 hours.
dosoritskm Leakagp New pipe laid with rubtcr ci,I'1 jOiritO shall. It ((15 worirmdflehip is setofaciory, have Plus or no leakage at
bre olnla. T"41
N
e amount ci laekhiqe at the jc'tnn 'iaIi not eceed2 queue per hour (1.89 Lfiir) per 100 JoInt. Inaspetlivo
of ppa dbartl?Ier. IThe leakage shell ba d,ninlbulcd over on (aintO. It sijeh leakage occurs at 15w (elMS
,
t
h
e
i
n
o
l
e
i
l
,
U
o
n
shell be cori flOured unsatisfactory rind nn'ee.ery repairs rnrae. The amount of allowable leakage specified above can
be 1ncm0pui1 by 1 fluid ounce per Inch vai'.'r riarnbl'Il pat liP. (0 mU29 rnirnThr) for filell motel O
I
a
d
v
a
t
v
O
I
s
o
l
a
t
i
n
g
t
h
e
ISM section. It dry barrel hydrants are leurod Mth the main valve open ec the hydrants am u
n
d
e
r
p
r
a
s
u
r
e
,
an additional
0 ouno piir minuip (180 rniIhrnlvr) lee'e it onimilled rot each hydrant.
New,yer4'ovod pIping flushed acc')irp in Yos 0 No
Zrjc atandand by (cornanv)
II rio, eplal
HOW flu9Pi1flul flow W0 btaIned
Rustling Public Y 7314 lTank or rernrvin
taFt.
Leed.lrs tIu11Od Sccondlri0 10
If ne. Ceplal
140w fluahW.$ flow WAS obl:lnd - -
FI' Public ','atan 0 lenIn or:
'fliough whet type ispenimfif
D lire pump 0 4ydrsn1 btifi Open, pipe
- stnidinrd by (Company) No
Through wtr;t type openIng
0 Fire pump V corinecilon to flange LZOPorriplpis
end apigot (NFPA24. lot
17,10UR 1O,tO,1 Sample o'Cop.nector', Mafwrin.) and T.tt CetiJfcate for Usdeegaottod Piping.
200 dl1lonn
Rf
10/26/2006 12:86 7685979527 LUSARDI PAGE 08
04/27/2006 03:52 619-562-1685 I<TA CONSTRUCTION INC PACE 27/2
VGRO1J4DP1t AND flflNG
24-17
-
PydroololIc
----
All now UI or(ourr pipIng hydrclot
JoInts covered
D we
list
houra psi for________
TOW arne, tc3q vieasur' d
Leakae Paw's -
__2__ flouro
test Aflewabh, IOV.WBp
llOi - _•—_-__)____
ho -
NuinbGl trlollO rind mako
M oeroi0 aIIv0tC(i!y
Hydrint -
c:j NO
Wotac ccrtrOl v)Wap l 'lda Oafl
VaG J N
COMM It no. 10) ?0Nfl
Moss, thri Odo of fl-a dpnTnnl tonrcIIor1s 4r4 hydrtnts inlerthongooblo Wth
' 1J No.
tira'OO ofirp 010peir"enikintwerIng al,,yrn
—.--------
-
-
-
-
-
.
-
-
Onta loll ri oaMeio
Reftt0 ldfkJ<i.-. ki i,
Name ollniaftlngo!lracIor c
od
mile $IgnDlU'O
woof
F r r W519e7
-__igns J
For çroliitMg co 11110 Odle
Addiilon5l amplanallon ;nd iriitoa
(NFPA42d!2)
FIGURE 10.10.1 ConiiMd
(l)°The mmount of letkage at the Joint hrI( not egcecd
2 qt/hr (1.89L/hr'l per 100 gDkett or jc't1 .. irrespective
of pipe diameter.
(2)Thc amount oflca) ige specified in 0. 10.' 2.2, smIt be
permtrd to be incleaKd by I 1101 (O ml) per inch valve
dt.metcr per how For each mc 1-ier.1 lve icLathrg
the test section.
If dry barr-cl Iydra!t3 re tetedwit}' t:trc miin valve open
o thehydmiritear0 under presure. ar-i a cuin1 1olI
mm (130 ml/min) tleakage shall be prmltted for coth
hydrant.
The amount of lcikge in buried pipJiig lIII be me
ured at the specUed te,t preoure b pumping from a
ca11braed orttaintr.
Chapter U Hydraujic Ca1cu1atns
11-10 Ca.leuJatiocs in Enoh Uiti. Pipe fmrtloti loasca sh4
he determlncd heed c the }lten-Wi1litrrs Fcrmula, as (ot-
Iowan
— 4.52Q'
2002 9d1110n
where:
p = fricdonal lesi4taflce (pal/ft of pipe)
Q flow (gpro)
C frkdon l.o.s.coecemt
actual internal diameter ofpipe (in.)
11.2 CaIcu1atios in $T Uatta, Pipe fl4t1ou lomes shloji he de-
termined bued on the Hcn—WiIliams formula In 51 ur-iirj, as
follows:
P. = &.o4 _
Q1.il0
101
p.,, = frictional resistnee (bar/To a(pipe)
Q, e glow (L/min)
C = frietlon cefflckr.
— actual internal do*rneter of pipe (mm)
Chapter 12 Abonnegmtwd Pipe and Thtiug
12.1 GcvvraL A!ovcgettrId pipe n'nd 6tdngs h.Pt eomply
with the applicable sections of Chapters 6 and 8 01 NflA 1,
Fh