2001-44
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CITY OF CLERMONT
CHANGE ORDER
NO.1
DATE April 26, 2001
FILE NO.:
PROJECT NAME: East Side Water Reclamation Facility Expansion NO.:
. CONTRACTOR: Indian River Industrial Contractors. Inc. CONTRACT DATE:..AeILL.t-1OJ)L
CONTRACT FOR: Project
TO: CONTRACTOR
You are directed make the changes noted below in the subject contract:
NATURE OF THE CHANGES:
Contract will be changed to reflect the items listed in the Letter dated April 2, 2001 &om Indiari River
Industrial Contractors, Inc. to Boyle Engineering Corp (attached). This letter includes 11 items with
a projected savings of$287,400.00. In addition, the original contract will be reduced by $1,856,600
to account for the materials and equipment that will be purchased directly by the Owner. Further
clarifications are listed below:
Item 1, Sales Tax Savings: The Contractor will still have the responsibility for receiving, storing,
installing the equipment and warranty services.
The following items are described in the attached letter dated April 24, 2001 from the Contractor to .
Boyle Engineering Corp.
Item 5, Coal Tar Epoxy: Furnish and install products as descn"bed in the above referenced letter.
Item 9, PVC Duct: Furnish and install products as descnòed in the above referenced letter.
Item 10, Light Fixtures: Furnish and install products as described in the above referenced letter.
Enclosed! Attached: Letters dated 4/2/01 and 4/24/01 from Contractor to Boyle Engineering Corp.
The changes result in the following adjustment of the Contract Price and Contract Time:
Contract Price Prior to this Change Order:
$ 8.691.200.00
Net (Increase) (Decrease) Resulting 1Ì"om this
Change Order:
Current Contract Price Including this .
Change Order:
$(2.144.000.00)
$ 6.547.200.00
CHANGE ORDER
ORC9820003 April 26, 2001 (CWO0930)
00930-1
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_f
Change Orqer (page two of two)
Completion Prior to this Change Order
Completion Time Prior to this Change Order
Net (Increase) (Decrease) Resulting fÌ'om this
Change Order - Calendar Days
Completion Date Resulting ftom this Change Order
460
0
No Change
The above changes are approved:
ENGINEERING DEPARTMENT
PE
By:
Tamara
Richardson.
Title
City Engineer
Date:
The above changes are accepted:
CONTRACTOR - Indian River Industrial
~
By: Jame~ W. Foidsl P.resident
Title
-
Date:
MAY - 9 2001
The above changes are accepted:
CHANGE ORDER
ORC9820003 April 26, 200 1 (CWQ0930)
CITY OF CLERMONT
B~ ~
Date:
00930-2
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Indian River
.dustrial Contractors, Inc.
.
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P.O. Box 23086 I Jacksonville, Florida 32241-3086
(904) 262-2000 - Fax Number (904) 260-4829
April 2, 2001
9) m:@EIlW~~
d~ ADq ~ 200 ;'
BOYLE EN,GtNE5RI ,
rFA.XED
APR - 2. 2001
Mr. Victor Godlewski
Boyle Engineering Corporation
320 South Street
Orlando FL 32801
BY.
City of Re:
City of Oermont - Eastside WRF Expansion
Dear Mr. Godlewski:
In accordance with our telephone conversation this morning, please find a revised
"'suggested savings schedule. for the referenced project:
1.
Sales tax savings available if the Oty of Oermont issues direct vendor
purchase orders for selected major items of mechanical equipment. This will
entail the issuance of approximately (12) twelve purE:hase orders. Indian
River Industrial Contractors will assist the City with the methodology of
writing the purchase orders and will retain responsibility for receiving and
installing equipment. The savings shown may vary slightly .depending on final
negotiated purchase order amounts.
Savings $112,000.00
2.
Provide 8" x 10" monthly aerial progress photographs (3 copies of 2-aerial
views) in lieu of photographs specified in original bid documents.
Savings $1,200.00
3.
Delete HDPE liner (specification section 09984) at walls and underside of slab
at pretreatment structure and in lieu thereof apply vinyl ester coating on walls
and underside of slab.
Savings $16,000.00
4.
Eliminate concrete encasement of electrical duct bank system and substitute
in lieu thereof magnetic locator tape.
Savings $76,000.00
5.
Change specified coating system on interior of process tank structures from
vinyl ester to coal tar epoxy, except at pretreatment structure.
Savings $30,000.00
\\lRPOC\COMPANY\S9006 - CJennont\Corresøondenœ\COSt SavinQs.doc
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Mr. Victor Godlewski
Boyle Engineering Corporation
April 2, 2001
Page 2 of 3
6.
Change specified collateral loads on pre-engineered operations building,
chlorine/compressor building, and bio-solids building from ASCE 1998, wind
loading of 110 mph and collateral load of 25 pounds per square foot to SBC
1997, wind loading of 100 mph and collateral load of 10 pounds per square
foot.
Savings $9,000.00
7.
Delete spare parts for Seepex progressive cavity pumps required by project
specifications and substitute in lieu thereof recommended spare parts in
accordance with MTS Environmental letter dated March 26, 2001.
Savings $16,300.00
8.
Change chemical solution piping containment system from specified "Ao Safe"
manufacturer to "Guardian" Containment.
Savings $5,100.00
9.
Change odor control and bio-filter piping and ductwork from fiberglass to PVC.
Savings $7,800.00
10.
Change electrical lighting Uthonia KSF fixtures to KAD style fixtures.
Savings $3,000.00
11.
Should the City of aermont wish to issue the 12-purchase orders referenced
in item 1 and accept the remainder of the deductions offered herein and a
change order showing these deductions is presented to the contractors Surety
at the same time as the contract, the bond issued will then be for the revised
contract amount and a savings to the owner on the bond premium will be
available as shown.
Savings $11,000.00
PROJECTED COST SA VINGS
$287,400.00
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Mr. Victor Godlewski
Boyle Engineering Corporation
April 2, 2001
Page 3 of 3
After you complete your review, please call me so we may discuss final preparation
of this material for submission to the City of Clermont.
Thanking you for your consideration in this matter, we remain
Very truly yours,
INDIAN RIVER INDUSTRIAL CONTRACTORS, INC.
Læ
Executive Vice President
SES/ds
C:
Clermont File
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Ò3/26/0l MON 15:26 FAX 904 273 1166
,
H T 5 ENVIRONMENTAL INC
1aI001
environmental
Ernie B. Troughton
12120 Pilot' Country Drive
Spring Hili, Fl. 34610
(81~996-7800 80 (813)996-6297 FAX
etroughlonOnwe.cc
Corporate Office
Robert K. Solomon
3102 Sawgrass Village Circle
Ponte Vedra Beach, FL 32082
(904)273-8600 . (904)273-1166 FAX
rsmtsGbcllsouth.nel
John M. Harward
227 Rugby Road
West Palm Beach, f1. 33405
(561) 8JS.æ82 8 (561) 8211-8930 (FAX)
i h arward.m tsOmIn cis prln¡. co m
FAX MESSAGE TO: Hugh HolbomlIndian River Contractors
FROM: Bob Solomon
DATE: 3/26/01
RE: City of Clermont
Seepex Pumps
NO. OF PAGES: 1 ~ ~ 'i;.c.. s ~(,. ~.:.o ~ \ \ ~ \ ~
~ '\i.\"tP~~ ~C"a.g~~~~ \V'l c:..~\I't~1 ~v...~p ~
********************************************************************************
Dear Hugh:
The spare parts required by the specifu;alions can for two rotors and two staJors for each pump, 2
sets 01 packing lor the disposal pump, 2 mechanical seals lor the transler pump, two coupling
rods lor each pump and two u-joint kits lor each pump. The cost is $21,900.
Since the pumps were designed with duktn coated rotors and stators with adjustable stator
tensioning devices which extend the service life 2 to 3 times, r would consider the specifud
quantities more than they need. Normally with this design during the first 3 years of operation
we would recommend only one stator lor each pump and a mechanical sealfor the transfer pump
and two sets olpackinglor the disposal pump. The costlor tlris would only be $5,600.00, a net
savings of$16,300.
Please advise what the engineer would Uke us to provide.
ç ~~t"~ ~~t"'"" ~
~O-~- \ ... <;. \...-.k'\.~'- ~I:'~~\. ~~t-
~egarlÚ'
BWsolomon
~_C-~
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~\o),,~~
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Mclaughlin. Troughton 8 Solomon & Associates
Manufacturers Representatives
website: www.mts-flortda.com
p.
Indian River
.dustrial Contractors, Inc.
~
P.O. Box 23086 I Jacksonville, Florida 32241-3086
(904) 262-2000 - Fax Number (904) 260-4829
Aprl124,2001
Mr. Victor Godlewski, Jr., P.E.
Senior Engineer
Boyle Engineering Corporation
320 South Street
Orlando FL 32801
Re: Eastside WRF Expansion
City of Clermont, Florida
. IRIC Project No. 59006
Dear Victor:
.
Pursuant to our telephone conversation, Please find attached herewith
additional Information for the proposed substitutions concerning the Electrical
Light Axtures, Painting, and PVC Odor Control Ductwork.
Should you have any questions or if we can be of further assistance, please
do not hesitate to contact me. Thanking you for your consideration in this
matter, we remain
Very truly yours,
INDIAN RIVER INDUSTRIAL CONTRACTORS, INC.
SES/ds
C:
Correspondence w/Engineer
Value Engineering File
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E:\S9006 - Oennont\Correspondenœ\GodIewstd - Substltutlons.doc
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ELECTRICAL LIGHT FIXTURE SUBSTITUTION
FIXTURE TYPE SPEaFIED ON CONTRACT PROPOSEDSU~I£I~TION
DRAWINGS
C Uthonia KSF2-2S0S-R2-RPO9-480 Uthonia KAD-2S0S-R2-RPDO9-480
J Uthonia KSF1-1OOS-RJ-RPO9-277 Uthonia KAD-1OOS-RJ-RPDO9-277
N Uthonia KSF1-1OOS-RJ-RPO9-277 Uthonia KAD-1OOS-RJ-RPDO9-277
P Uthonia KSF1-100S-RJ-RPO9-277 Uthonia KAD-1OOS-RJ-RPDO9-277
04/23/01 16: 43 cøGBUR BROS SVCS, INC. .. 190426134829
FILE No.948 0.4/23 '01 1.4:35 ID:Ii.JGHES SU'PLY JQX FQX:ro43780327
C8IaIcto"""'" T.,...
KSfZ j25DS R2 RPO9 480 C
CtIY Of' a.~
04/2:"OJ .l!U.~ 7UJ44L
Mil
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ÆA TURES 8r SPECIRCA TIONS
llOUStHG - fllllllld..DO'" ttJlc:r. ;t(ninum recliline. IIeIdhIt- c.n.
tt-usI't IClIft _Wed hi' ",.l1hIr.fgt\t lIaln IntWlPftV. S1an- .
118r4 """11 dirk Wlt\Z8 COOBI po!y8lftr lOWlIer. ONr P8Wdlr
.,cni..C1IIrll eelen IvallaDltI!.
DOOR fftAlIIIl! - NIllIr.aUy "'Ddized. atnMhd, ,1_1IImI Iloo. h'_1
witfI n8t~d coml,. q retained w/ItIltWDI .1.. eIIl""'" hinge
",",s ana .ecllfDd IMItI (Ollll.".,r-tilln. quick reiN" fl~mer.
WCI"...'P"," ..,,1 bC1WC8l1 holdinG 8nd door trunl Is aceom.
plistlld ~flall IIIt.!J181/y dtliV'"ld, ~ deanl galŒt tt\aC
snap. iMo door (teme.
OPTICAL SYS'TtM - R.IIoc;1ÞU 1ft AnCHIIlcd Ind SIOl"8"" fit' IUpo-
ricK.ntormiO( and eOlltl'Ol. wtlictl8RCIWS the tlexi!lllty to mix distri.
'"-,"en, WifICIu' Com(InlmWng tIMI o",,~11 npti", job. "'1Ie~
a1Dell willi tvoHl!U tlst""" and Ire rlUtHI, Illd hltetell,nga.
..... rIVe cutoff ditttillutioni Ivlil,'1G: Type II tfMdWIY). Type In
(iI$~'tricl. 'rtfC IV (fG1W8rd ~.Ih;", elftolf). TYIHI tV (wid,.
tD1W1fd dlrowl..1Id Type V esquire lytMllUieall.
LOIS - Lflll is .'25- ",ie,," Ïllllaclorulslam., lII/tIII-d. ,lOlls with
thermal¡""P1IIie4.sillr. seretnlCl ,aWlr dear ~hield.
ELCC'11UCAl SYSTEM - Const¡¡nt-weuage aUtllllil1l$1omaer " IGO'"
ClO IØ"- wound and faC*ry rtmd. Almov.'" IOMr dINI, anI
pndM-toemv CIIs:connut 0"9.
SOCItfT - Por...,I.in. horfrantelty.oficnnlf, mo9ul-tlIl ll !loc".' with
~II I Icr 6IIoy. "tela!! ...tÞd 8Crcw ,hila and "6l1li' CNlUCt. Ul
\mad ISGQW. 500V. 41CV put.. fltld.
INST.UATION-Ex1rv*d.'" oI\IIÑIIlHlllrtftfor lOle IItwtllmou,,'irI!I
is Iftippod hi 1i1QU', ultlln. O'-oMI_nngs ...1110111..
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04/23/01 16:43 el1JGBUR BROS sues. INC. .. 1~2611J4829
FILE No.9llB OA/23 '01 lA:35 ID:HUGHES SUPPLY JQX FQX:90437BO327
.
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04/13/01
15:19 1~^1 7U34H
AS!
KSF2 4OOS Arm-Mounted Rectilinear Cutoff lighting
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04/23/01 16: 44 C0G~ BROS sueS. INC. ... 19042604829
FI.LE No.948 0.1/23 '01 1.1:36 ID:H.X;HES SLPPLY JAX FQX:9043780327
1)4/%3/0 I ,;¡: J9 PAX 7443444 ASl
.
FEATURES
"DUSING - Ruggld. dll-cal1. loft carner IlumillUl!l
lIouaiftO ¥rith o.1T &\o",llIal WIll I"idt".". E.o
Irachd r loft GOrnar Inn for DOle ., waR IIIOUII1"'9
Is st811ð.nI.
DDOR FRAME - DiI-caSt Cloor Irlme lias ""Mct-
rcall18at. 'Imilirad t'us "nl Ihel 18 fully
",1181141 with OM-pl'c~ tultU'ler slllco"8-
OPTICS - AnldiZICS. alllrninum hydrafof11led!SlII-
mlnla" ,eRlcblC'. Four IES eutoff cS\drlbUtlons
aV8i1able: TVH "1"vmlll.triCk TVt18 III (lIy"""a'-
riel: Type N Ctorwerd ""owl: Type V (,qua,.).
ELECTRICAL SYSTEM - HioJ\.C'eacrallct. high
lowar fa",' ball..r tor 70/100/15ØW. tonSt."r.
Wlftloe IUlow,nstORnar for Z5OI4OOW. 8.IIISI j¡
capp.r wound and 100% 1~C1D1Y wU8d.
ANISIC - SlIndard Ii,.," b dark bron" (D08) DO"'-
Ister powder. with otber ,rchiCectllrll color$
Iv.1i1.ble.
SOCKET -- Po«:,Iatn, IløriZontaily-oriented. mogul-
bul coet" with Cop De, el&.y. niclt,l-ple'-d
scrlW shell 1M C"'blr com-ct. Ul rllhd 1SOOW,
fØN. «V pulse fllleei.
LISTING - Ul 1~72 r~.cI to, wet Ioc:etíons. Ust,d
Ind IIboled r:I Cam l!Y willi Cln.eIi.l! ~1.ndafd'
Isee: Dptlollsl.
e.ÞIoO .........
KAD 250S RZ RPOOI'øo
ÇI1Y a:
NO.Ø99 ~14
PAGE 13
11013
~VE
Soft ~ C8It.oft' Upt!ftg
KAD
CONTOU~
HIGH P1'£SSUI'E SODIUM
7rN/. IGØW. 15CIW. 7!JØN, ØN
ZOo U 35' MovatiIÞg
Sl~nt1lItd diffICru;i-
er~uft.1
w.iallr. &t IÞ 1".1 '.1
L.""". P-11t" 144.5 ,.;...1
WiII1II: 17-11%" 14U -I
Ii.,.: 7.lIr 118.1 cal
--"'--J-a
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ri- 111.1 ";81,'
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lieu CIIII "'.5 -I
ORDERING INFORMATION
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..... Í\ ... th~ -- ,...... 0..1- -...... u -- .-00 -
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218' .'D- S4lu." pol. " . Inn""
--.! '" IIP1IIM IIcnIncI pel. I" _I
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FEATURES
H.OUSING- - Ragged. cl\a-cllt. wft camer IlulniI"U!I\
IIvU3Ï"1 with 0.12" IICIllli"81 WI" d\lI:ImUs. Ex-
UUd8d ..' ::loft co",er InII tor pole or watl mountin1¡
Is st8C1c1anl.
DOOR ""AME - Oie.nst dOOr fl1"" ",S Implet-
,e""an1, tempenll Vii" lens chit i, tully
DISkcttcr wlfl\ oM-pIece "'bull, .mcon'.
OPßCS - Anodind. .hnnlnUftl hydrofDnud/seg-
IMn(e1f rerllctur. Four rES çuwft dlstribUl1oß.
"'I¡lable: TV" q c"V"'melricl; Type HI la&y1ftmd-
riel: Typt IV. CfvrwInf 1Iw9W1: Typ. V IsQUlre\..
ELeCTRICAL SYSTEM - Hi8,,"rllc,.ncl. hivh
pow.r faG"r b.lla;¡ 'ar 701100/150W. Cons18I\!-
w.Mllt 8Utøtr."cfortUr for 'B/4IJtNI. ¡allast is"
CO9pI' wolinG .nd 1DOI flç&ary 18eted.
FlNrSH .- StaMant fi"" Ì$ ISert bronze IDOBI Daly.
.s~r powd.r, wi", atII., Il'Chltec:tu,.1 colors
Ivillata..
SOCKET - Ponalain. tIorhallcally-oriwflud, mogvf.
ÞUt locket wit" cop",r Illoy. nicllll-pltted
Icraw.Q and ceNer contact. Ulli8WcllSOOW.
BOOV, 4KY !luis, rated,
USTlN6 - UL 15"72 liSted tor Will Iontion&. listed
",If libaled þ) comply wltll Call.Glell ~ullcflnSl
1$IIIlt Op1iOllst.
NO.Ø99[i118
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04/23/01 16:47 œGBUR BROS sues, INC. .. 19042604829
FILE No.948 04/23 '01 14:38 ID:K.Q-£S SLPPLY JAA FA>< =9043780327
04/23/01 15:21 FAX 1443C44
NO.099 ¡;J19
PAGE 18
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HOUSING - lIvopo. .DQ" IIIlcIt. llIIIIInunt rwøllnelr "ausing. Contt....
amy .tllII wveldlld for "'1m". scat IncllntÐgrifr. Sl8ndarll
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FEATURES
HOUStNG - "aged. die-cut soft comtl' aiumilllml
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OPTICS - Anocliced. IIUlllmUII! hydroto""ed/"a-
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ElECTRICAL SYSTEM - 'ti h-rellcC.".e. hillh
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FINISH - Standard tiftish Ie dirt brohle (VOl! O~
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IlOUSING - ft8øecl. JI83- lh/çIc. aluminum /ftII"""lr 1Io1Øln1. CIIItina-
IIKIV "- W.wl. for wu1hlroti,ht ..11 and IntI,lIIy. Stan.".
finish it daft WOll28 (008) peIve....r/HIWdor. Omtrpowd.rlrchhltt.
ural Co/liB .".,«M.
DODft flAME - Nlw,,1Iy .nDCIII,d, Imvded.allllflinum dOOf ItIlll8 wIIrI
III"'" CClfnen iI _lIIMd WÏQI (þlfaJ .188- 4"'et1!1 hinge pins.'"
sica red witt (Ont) I UlftV-tum. Quk&: nlelll faaaner. WO"'It,.
proof s..llIltwIItm housint ~nd doOf fralllll ic "a~øIIsllccl wfIh an
irlftgraUy de.:livnld. IEltfuded IiIICIIII vnlr8t fh. INJ$ IIItO 'oor
tr,me.
OPTICAL SVS'fÐ,1- ø.fIec1.llrJ'" lnadizall.nd "Flllftld for slIperior
unllofl'llty and eantrel. wrtIicb eIIaws the Ø'Ia'W1i1V1.II mill GIC1JUIulSan1
~.Uf compraøislnlllfli .II.uI..Ighlini I". Atflet:18n ..eII wIIh
t'Ool-fc:~t..t""rs end an: fllt8h1f1l1lncJlnlrrtflaRgC8b11. Thw.c cllt.
off diSUJIIUliltllaQillble: Type IIIRo.dwly), TWill! (AJYIIIIIIttricl.
Typa "'IForward TMlw, S:-.rp CUtoftl.
lawS -LHIs is .1ZS- ttIIclimP6ct'feslatal\f,~perH. ,I",witt ther-
ruIIy.appllla, 8I/II10".,n" 'OWtf doorll1lllld.
ElECTRICAl. SYSTEM - High reactance, ~ pOMr la*r IIIIIISL 8,1.
lilt is c~r\ qUft"'rrd 1- (ac:1DryllZlttd. RIE.cwIIIID "awer ar
and ~årive Ioc!riag dlulIN1l1Ct pluf,
SGeIŒT -Porcellln.fIorilOlltally-oföentU"mogul-hH IIKkll1lllÌ1ll COll-
II" ,toy. nlcUI.þ/a1Þd scraw 11\111 au ,_tel COlUCt. UL Ii....,
1soaw-eDOll, .KV pube ,..41.
INSTAlLATlON- únvcteG..~ .kllllinu'Ulftlfor pala arwaatftouncin, i,
llippcd in fixture cartan. 0,,"",,1 _\lnti.1 avaa.w..
lIS11NG .. Ulli,a tar M:t lacllÏanL Us,,1t Inlllabetal. CGIll lIy wiIh
Ctf\:ldlafl SUnlSard. bee OvtionlL
Sp~;r.c.rioftc
ErA:. 1.1 fLll.14J1t11
~dll.' .",,1
up,1II: D AUI
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0"",: 1-1/4 118.41
w.~ 3& "115."'11
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HIGH PRES$UM SODIUM
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p¡. NfIB tIñt~ Of .CIaVI
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IIWM WIllI,
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ass S..åw",
DGt a..uaI AY
ØfÇ T--!"I-
lIA 8ri!JII( 11ft
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OUTDOOR
SWGoK5f'1
Ø4/23/e1 16:56 CBGBlR EROS SVCS. INC. .. 1~26Ø4829
F,lLE No.948 04/23 '01 14:45 ID:HlIGHES SUPPLY JAX FAA:9043780327
04/23/0J lG:Z4 ,~~ 7443(44 ASI
.
.
KSF1150S Arm-Mounted Rectilinear Cutoff U~
t_JIiÄ..8fUlllbl". -
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NO. Ø99 ~
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NO.Ø99 ¡34
PQGE 33
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04/23/01 16:56 CI2IGBæ BROS svcs. INC. .. 1904261214829
Fl.LE No.9.48 041/23 '01 l.4:ßS ID:HUGHES SUPPLy ,JAX FA}{:90d3780327
04/23/01
15;Z5 FAX 744:\444
.
FEATURES
WOUS1HG - RuOled. die-cllt. 10ft comer ,1UmÌ1I1/III
hauling vntll 8.12" IIOftIÏ"I' wall thictnill. E.-
1;ucfld ~ søn cor"I' 1l'1li tor pole or W8fI moun1ing
is; SfIMIni.
0001' r:RAUe - D\I-c1S1 door frlllli /In nlllet-
reaiatant. 'Imperld lilacs Iins '"I! ia tully
,utlled w~ onc-,ieel "'Inllir allicolIl.
OPT1CS - Anolfized. a'uRlinum hydrofOrmedl3'V'
mcnt8c1 ,.nletor. Faur IES elMH tfl$tributions
lvailabl.: TYtIt II "symmetrlc\: TWI II CISVIftIMI'
ricl: type IV Ctorw8td ",rowl; TvDI V IIQUIrel.
ElEC,",ICAl $YSTEM - Hlg"oRICllllce. high
POW.r flctar balillt for 7OI1VO/1SfM1. Cansllnl-
W8bf1 lutotrlft3forftl8r for 2SOI4OGW. þltast Is
capp" _lIt\ct Ind 1110% flc:tDf'( taSI84-
FINISH - hRIII", Mil" is dl~ IIIrDlIZl (0081 plitt.
ester powder, with ""'cr art"ttectUral color¡
,.,..lI,ble.
soem -- ParnJ.in. horizoat,lIy.orillllllld, mogul.
bIle soctet with cooper Illoy. Rick"'pla'td
¡crew ,hell elld center conllct. UL listed t5OllW.
. &GOV. 4XV pliln ..ted.
USTING - Ul1~JZ listed far W1It locations.. listed
.ad libeled to comply witt! tan.lii." StlndlrØs
bee D~ionsl.
c.-.. ........
KAD 1001 R3 RPOOI m
PVE
em CII'
I«=ONTOU~
I ."
Sef\ Squ8N 0Uarff 1.JtMI...
KAD
HiGH PRESSURE ¡00tUM
1M, \OOW. 1SOW. 2Jt1N, II1fIN
11\' to 31' Me",,*,
SflltKMtd dim8n';ONJ
".., l.tll'
W~lt ~ 1b111'.1 '.1
le"f'l\: 17-11%" Nt.S eMl
WtIIh: 17-11%" 144.5 em\
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ORDERING INFORMATION
Enlllpl8: DD 4IlOl ~ 1m SPOO4
CN..,.. - -.... ......... ...--. - - .111. ..... -. ...,
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R3::Í:: ~ i
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'-- '" "DIM! 1101"" pvl' I'. 1111\\
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T8 I W8DOI WoN ,"ct'" It" ,nII\
"a,. (WIIon ord"ÍIIO 1CUA,.
OAOI2\
III"'" ,.,....,
IMA Mo.. ,!III ..."tor
IT" Twin llleuntiq II.,
eAltlP Door.. AnP 1'010\
DAIIII.. 0... "fill IWIDI
ICAD IOQS
~
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ca...
SAIl zsas
U8 III8S
Di8tributiotl
............ \. It ItS &We! II 8SY"II\Clric
~ IU ItS ~ III UVIIIIICUlC'
"4 1£5 "'" fV '--'
tllro'"
ras IU IYPG V IQIIJrl
A~-'ø.; Tenon~, ,.,;pt7rrw
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Nit" nD-4. g.. rzt.aa' TIiWii' 1"-
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lIP OoaÞlt '\ISO ØII8. 280. 4IH. til 'J8\
I'd NINA lWi8toloct ..c~uch IIÑt \lie
...._con"" .
- QU8I':t..11rfIe .-. møw
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CIA USUIlItld I.~ " ctIII8fy"
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04/23/01 16:57 CØGBLR BROS SUCS. INC. ... 19042604829
FILE No.948 04/23 '01 14:46 ID:HUGHES SUPPLY JAX F~X:9043780321
04/Z3/0 1 l5: n t:^X 7443444 AS I
.
NO. 099 G13S
P(Π34
riJ03C
-.'..
KAD 4OOS Arm-mounted Soft Square Cutoff
e..m !If _1IfUIICIz8t1.. -
'_8I'~a
ELEtTRJ CAL CII AM cmasncs
lint ~ p,ftry
.......!, 1-.., *'oovt en.vI rowel A'fUr,fion
W'IIII,.".Uen volla8. starVIPIrIIS", 19118,. ..1tS tacÞr "~I liN V. Lem,lullltllt
129 2 W4JO 10
101 1I1I'U8 '"
zo I-X/tts 1811
277 '-"". ZO8
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4111 DNA
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KADR3 Test no.11~a'O2 KAD R4 T..lna.111112Ø301
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PAINnNG SUBS 111 UTION
Change specified coating system on Interior of process tank structures from a
vinyl ester paint system (Paint System No. 33) to a polyamide epoxy-coal tar
painting system, except at pretreatment structure.
PROPOSED PAINT SYSTEM:
Tnemec Company................. Hi-Build Tneme-Tar 46H-413 Epoxy Coal Tar
OR
Ameron Company................. Amercoat 7aHB Coal-Tar Expoxy
04/23/01
.
.
.
1'0.192
002
EI3 : 52
FL PROTECT I VE CTGS CONSUL TI=INTS ~,19042604829
;',?r:~,(,,'i,~;,',c.:"':;'::~"'~L:Hi',,' .~.Bl'l ild':~n C"'ln' C.....Tar"",, ,46H-413"""':"
R":.\',;j;,;",\~t.."..;",.,;;",..",,':',";""':,,,'",C:,,',,>:', , " :,'.1.'::, , ' ,,¡.": ","," ,','" ,":
""";"',;,;'c"':"'"::,:,:,:~",,,,';:~"";":,,:,":""',"':",';';:";"">"","",::,,'c,":'::',<"",">"~"::,:,.."c...,--,.,,.,..,,,, ' ", "
I'HOIH:CfPI~orll£'¡ 'c ,,' ,',' ". ¡ , ,',."
6ENERIC DESCI1I'11O11
COAWOH USAliE
COlOR
FINISH
Sf(0A!. QUA!JFJ()T\ONS
PElRJWH{E amRIA
Poly:unide !poxy-Coal Tar
High-build COttOsion resistant coating providln¡ one coat protea10Q for concrete and steel in
:I. variety of ehernJ.c::¡), immersion and underground conditions. Also, when 1 tWO<oat
application Is desired. a low film build option is possible,
Bisek
Semi-gloss
Confonm to rhc: pc:rform:mcc: requin:mcnt:t of AWVlA C 210 (not for porable watef coruaa),
Extcn:sive test dal3 available. Coruaa YOUt Tnemec representative ror specific (CS( results.
PIIMEIS
f't)A'fIN(;',S\"ST["t:':\~;:"1"':("':':t:.';S::"':,:";""::"",;"<"':<.!>.;~:,.,:.; "0,'",-",»:,:.;"':':1,:',.,'":,,,,, , ",',c". "",', """.,
Sœeh Self.prlInlng or Series 66, 69. 90-97, 161
GalnaJzed Stw:d: Series 66,69, 161
Coacnœ-. Self-primJng or 63.1500
~IIH.I.:\f.'1~l.1tJ:'.I',\.K..\1'IÙ1\ ','c,';:;:-'>:'<'i " ""', ~ :"',:"'",,,,.:,\:C'» ','" ',', ',' ..
SElŒS66,69,161
OR 163 PtIMED S1EÐ.
CAST/DUa1LE liON
CONCIffi
All SURFl.aS
STEfl
Immersion Scn>ica SSPC-SPI0 Near-White Blast deaning
Non.Immerslon Senû:el SSPC-SP6 eommeteta1 Blast Cleaning
lllullenkm ServIce: Scarify the surface with fine abrasive: before topcoatin¡ if the Series
66. 69. 161 or 163 prime cou has been exposed to sunilShl for 60 days or longer.
Canact your Tncmec reprcsencativc or Tnc:mcc Technical Services.
Allow new concrete to cure for 28 daY'. Brush-<)ff blast.
Must be clean. dry and free of oU, erease and oIher contaminants.
T~(:I1:'d("\I,D:\"'\{\" ,c.,,::;"""'>"';:"," ",'", '
YOUIME SOUDS
RECOMMENDED OfT
CURING lIMt
YOLA1Il£ ORGANK
COMPOUNDS
rnE02£TlGl (OVERAGE
HUMBa OF CDMPOHEHTS
PACKAGING
NET wrIGHT pg GAUD"
75.0 :t: 2.0% (mixed)
16.0 to 20.0 mils (405 to 510 microns)
8.0 to 10.0 mils (200 to 250 microns) for the rwo-<:oat option
uch
ImmcnI
Temøcranwe ToTo To Rec:oat CD
95'"1' U5.C) 2 hours ,..14 hours 5 davs
85"F (29"0 3 hour3 +18 hours 6 days
75" (24°0 <I hours 6-:za hours 7 d2vs
6S"F C18"O 6 hours 10050 hours 10 daYS
5sof (13°C) 9 hou($ 16 hrs . 3 d2rs 1+16 days
4S"F (7"C) 18 houl'5 32 hrs - 4 days 22-2<4 days
35"P (2°0 26 bour3 44 hrs - 6 dayS 28-32 days
Curing dIne varies with surface tempcraNre, 2ir movement, humidity and falm thickness.
Use the above cimes as guidelines only. Scarify the surface with fine ab~ive before
recoating If the nwtimum recoat time has been exceeded.
und1løDed
1.86lb6lgallon
(223 gt2DU/1ltre)
ThInned 200/0
2,76 Ibslgallon
<330 gr:uns/iltre)
1,203 mil sq ftlgal (29,5 mill O!c 25 microns), See APPUCATION for coven¡e nUe5.
Two: P:ut ^ and Pan B
5 gallon (18.90 pails and 1 g'dllon (3.790 çans - Order In multiplc:! of 2.
11.74 t 0.25 Ibs (5.32 ~ .11 k¡) (nuxcd)
110111,1101 """IIII..It ..1 ,..,"".... III ..II.~ 'I 11111141' -111111 ,"It. I~. 1,1" <1I0Il, at '-,10"",_"" &IIooAl 1M ,01......1 III 1M .UI
- '
Ø4/23I'Ø1
03:52
FL PRO1ECT I UE CTGS CONSll.. TFNTS ~, 19042604829
",,', ,", ' ., ", " ' ", , -', "",,'
~'(:'>',U;,,:~'-46 H ;al3.',?ü:Hi~J31J ild-Jf.l1clneT'ra r:i~, " ,:~ ,.:"""., ".;'_<Ci j,.,;...' i,..
'_c,>::"',',-:c'",--",-:",' ,."',""':,";-","'Y', "-",""c,, ",c"-",,",,,"""c- -',' --
STDIAG£ 1W£IA11IU
TWErAIVIE R£55W CE
SlŒIf UFE
RASK POI'" . SETA
HOOII & SAmY
Minimum 200F (.7GO
(Dry) Continuous 200DP (93DC)
Muimum 110"F (.(3GC)
Intermittent 250DF (121GC)
12 months at recommended sco"-8e tempearure.
Pam A &: Bõ 81a¡: (27"C)
Paint produCtS cantlin chemiol ingredlenrs which :¡rc considered hazardous. Read container
label ~i~ and lobterlal Safety Dam Sheet for Important hea1d1 and safety 1nf'orm:J.tiol\ prior EO
me use of this product. ~ aut 01 the rC8dI of cbJIdn:n.
COYWGE UTESD
';"',Ú"'Ué;:\T!ON{:c~'c,-,',."'",-;,:,,:,,,, "j::c:_'."" ':"'-';""""" , ", " , '
Coøveadoaal BaDd
Two-Coat System (OFT C2Ch c:oa)
'MIXING.
.
POTUF£
THINNIHG
sum UPERATlJRE
APPUCATIOH EQUIPMENT
ClWUP
.
Dry ldDa 'Wet MJI8 SqI'VGal Dry KII8 Wee MI18 SqJlf/Gcd
00c:r0øs) (MIao1l8) (IDa/GaD CMk:roœ ) ()Oa-oa&) (m1/GaO
Sl1øesœd 18.0 (455) 24.0 (610) 69 (6.4) 9.0 (225) 12.0 (300) 134 (l2.5)
MInimum 16.0 (.05) 21.5 "45) 75 (7.0) 8.0 (ZOO) 11.0 (Z75) 150 (14.0)
Muimum 20.0 (510) 17.0 (685) S9 (5.S) 10.0 (250) 13.0 (325) 120 (11.2)
AIIaw for ov=pay and swf.a: im:gu1uiIics. Film cbicIcness is rounded 10 the nr.are.sr 0.5 mil or 5 mIaons.
AppIiI::adon of coaling below mIf1l"" '"' or abo\te amIInum ~kl~b::4ded dry film IhIdau:sscs may
advasdy affect CXJIâDg ~.
. Power mix conrenrs of each conr:Iiner, making sure no pigment ren¡ains on the: bcxtom. Pour a
me:uurcd amoUnt of Pm B inco a dean container large enough 10 hold both componenrs. Add 2ft
equal volume 01 Part  ro P2tt B while under agtwion. Continue agiœion U1Uil me tWO ccmponc:nlS
:lie thoroughly mœd.. Do not use mixed material beyond pot life limits. NOCieI Borb componeou
shouk1 be. above ~F (l0"C) pdor 10 mixing. For appUadon 10 swf2ccs between 3S"F to 5<rF erc
10 lO"C). 3JIow mixed material to stand thirty (30) minutes and resdr bd'ote using. FOI optimum
appUcatioft properties, the mar.edal temperatUre should be above 6O'"F (16DC).
16 hours 2t !5GP (lGC) 6 hours at SS.F 0'.0 2 hOUrs at 7SGP C24DC) \4 hour at 9SGF GSDC)
Use: No.2 ThiMer. For air spt:ly. thin up to 20% or 1~ pintS (760 mL) per gallon; for airless
spray, thin up CO 5% or \4 pint (190 mU per g:¡Uon.
MinJmum 'SDF (ZGC) Maximum 120.P (49°C) The SWÍi1cC: :¡hould be city 2ftd at
least 5"f ODC) &bove the dew point. Coatin¡ won't cure below minimum surfaœ tempel'&Nl'e-
AUSpny
Gun fluid AIr Cap Ajr Hose Mac'l ROM AIom12fD8 Pot
np m m Pl'euurc Pranrc
Devilbiss E 78 5116" or 318" 1/2" 7HOO psi zo.4O psi
NBC or JCiA (7.9 or 9.5 mal) (12.7 111m) <S206.9 bar) (1.4-2.8 bar)
Law temperatUreS or longer hoses reqI,Jšre hJeher pot pteSSUre.
AIdeø 5pny
Up OrIfice ACiO1IdZ1DC PreHare Marl Hose m ManIfold FIhcr
0.0I'".Q.02T 2400-3000 psi 318" or 1/2" 60 mesh
<"30-685 miaoIu) (165.207 bar) (9.5 or 12.7 nun) (250 micrON)
Use appropmœ tIpIatemiz1ng prc:s&Un: fer equipmcru. applicator technique and wearher conc!.ldom.
NaIe: Applic:atioo over inorganic zinc-rich primers: Apply a wet mist coat 2ftd aUOv./ tiny bubbles to
Conn. ~ bubbles disappe:u in 1 ro 2 minutes, apply :& full wet c;oat :n specified millhic:kness.
Brush: Brushin¡ i.~ recol\vnended on mWl areas OJÙY. udle material on and then use: flat side of
brush tD sprc2d. Do not blush OUt to dUn film as with conventionøJ coa~SS.
Plush and don aU equipment immcdlatdy after use with the recommended thinner or xylol.
t'alUm , UIllMOll Of snurs ,"'.un' !... Co..o... 101. - 10ft "'O'1II11I!Iop _111114 hMio - ..1000..,.. .....,.. "101- c.-t III.
TlIIlAlUITI 'acJIW . lilt ØO'/f hlAllU' SIUtI till ilia Of &IT 0111£1 .Alum. (JPI£SSIa 01 MIfUR. flQ¡ DII' IVI 'GI UllIIt' 111.'" "'1110 wmiitY or 1UCll1l1A1IUIT 01 HIIIU rOi'
raUl:IW rutrll'Sl. mal illIG wltW1l6 I1IIl tmlO II1OIUJ na DlSCIIPT\OII OIl nq '&CIIIUlor- "'...,..-,....c............... II."" f".. c...... -.c.1IIGI II III "'-':1- Ii At "-' II ...
- 0 ..... anIiIioo '111M oM.. ........ II ""'1' 1l1liII1II... mIaaw 'I"'" oW 01' low hoW ÕllII""'_" U"" 1\ ,- U""'O .. ....., .111""'" .....- "'"10 III" 110m. II mil
Itlln ( Qt., m lOr UlllRIIO. fIIOD11II1I. 01 (OIS(OUIIIII.I ~U 101 LOSt PIOId5. lOSt SAUS. III'IT ro 'USOI 01 r.Orlm. IAVIUIIIIIT.!I. IIItIIiIS 01 ,.., at'UI,oal"Il" UIISIVIUIw.
UIUI wu K &IdJIIiIO lie( &1/111. IodWell n -,*" ioIooe.... .001I..,..1od I. ... ...- "mlfl1tllll ,,- ...a, ,I Ik""" ""...... ..'1101 ,Nlr,'" ,"'....., 100' ........... 1I1Ift, ....
~ ;., -a.4 .......... ,., I_II "- .. .. d.G ... """ - II ,., 111111 tUn. oronOIl! ...- "' ""'_"- II ""11l1l<I. "'111'.'" oad HI"'" bereft "' ..., """-It!. &I, RIO
'"' .. ......" ... ....... ... III ,I ... rorIfiot. ,. .avSIU 151 OIlY.
NJ.192
003
04/23/2881
17:32
352-383-9423
C R WADE
PAGE 82
Amercoar 18 B
Amine-cured coal-tar epoxy
Product Data
. Protection In only one coat. eUmtnatinr Intercoat adhesion
problems oftwo-coat coal-TAr epo~es
. One-eoat appUcation for slgnlftcantly reduced labor cost!
. Superior appllcadon by wiess and convenUonal Spray
. Por tank Unlns. immersion or non1mmerslon service
. Suitable for waste tt8&anent plant service
Amercoat 78Ha displays exceptional application versatility.
Easily applied In one-coat thIcknesses of16 mils (400 microns)
or more. Alternatively. two coats at 5 . 8 mils (t 25 - 200
núcrons) each may be applied iCr8~ ~ spedftcatlon.
These features. combined With Its titst! scUds conl4lnt and
broad spectrum of water and chemlial resistance, proVide In
Alnercoat 78HB a durable. ~ peñormance. economical
coaUnI5UICable for use O'ier bõdi steel and concrete.
.
~C81 Uses
Marine 8tn1Ctur8s. pIlIng. bilges. ballast tanb. crude oil
carroJbaDast tanks. ship bottoms; pipe coating and linlng¡
industrial coating In power plantS. all prodUCtion and relining
plantS. wastewater tr8&tment plan1S. Unlng for intermittent or
conUnuous immersion In crude aU. salt solutions. and fresh or
bracld.sh water or seawater.
Syste ms U sf n 9 Amercoat 78 H B
Amercoat 78H8 nonnany does not require a pnmer or any
addlUonal topco&t&. In the event a holding primer Is required.
Amercoat 8385 primer may be used.
Dtmetcote. can be Uied u a primer for Amercoat 78HB when
the cathodic protection proVided by an Inorgaruc zinc is
required. For immersion service. Amercoat 83HS ls
recommended as a tiecoat between Dimetcote and Amerceat
78HB.
S,..tems using Amercoat 78HB
Synem
Amlrcoat 78HB
Amerœat a3HS1 Am8rcoat 78MB
DlmeLCOUl6. 9 or 21.9/Amercoa.118HB
Dlmetcota 6. 9 or 21-91 Mlln:oal83KSI
Amel"CO&118HB
Nonlmmeralon
SplashlSpIIlagl
Immenlon Fumes
Yee Yes
Yes Yes
No Yes
Ves
VI'
.
Application Data SUmmæy
Por complete information on swface preparation. environ-
menw condJuons. applicaúon procedures. drying times.
equipment. and s&lety precaUtions refer to delaüed appHcation
InstrucUODS. This product should be applied as recommended
to obt&Jn the muimum perfonnance tor which the materta11s
formulated.
Prepa.ced or p~ S1ee1
or concrete .
Abrasive blast or d erch
Dimetc:ote 9 or 2 -9.
Amercoat 83HS
Method AIrless or conve
Mixing ratio (by volwne) 1 part cure to t 9
Pot life and drying time dependent on 1empera .
Environmental conditions are critical forthia cluti oCcoaung.
See application instructions.
Pot life (hours) °FrC
90132 7012 t
2 4
Phy8ical Data
Finish
Color
Components
Curing mechanism
Volwne solids
(ASTM 02697 modlfted)
Dry fUm thickness per coat
r.O&l~
TheoreticaJ coverage
1 mil (25 microns)
16 mils (400 microns)
VOC
mixed
mhtedlthinncd (1 ptlgaJ)
TemperalW"e resistance
Dry
Neutral salt solutions
Fresh water
Plash point (SBTA)
cure
rain
Amercoat 12
Amercoat 6S
Amen:oat 101
Application Data
AppUed over
Surface preparation
Primer
Flat
Black. red
2
Solvent release d
chemical reacáo
betWeen compo nil
78%~3%
16 mils (400 ml~ns)
1 I
I
ftI/gal III
1250 .0
78 .9
Ib/pl
1.9
2.5
OF
300
160
140
OF
142
127
0
78
145
1~?
.~
'3
I
n::sin
50ft 0
8
Environmental conditions
Temperature 'F"C
air 40 to 122 4toSO
suñace 40 to 120 "to -49
Sœel rorface temperatUre must be at Ieut soF (3't> &bo~ dew
point to prevent amC1!lnsation.
e~/23/2ee1
352-383-9423
17:32
. ~posed to most atmospheric conditions as SOOn as
suðiåcntly hard to withatand the handling required.
Can be Immersed In water where abrasion is not crlUcal. such
&Slnships'baJlasttanks orbUps. after 72 hounat 708FI218C).
Full cure. where maximum chemical or abrasion resistance Is
required. takes 10 days at 7~F(21.C).
'*'-: Dr!!ÜIg Gild curing limn an d..".ttdflflr 011 wmprrarun Gnd.
rAtd:Mss qf coaling.
Safety Precautions
Read each component's material safety data shm before use.
Mixed mauuial has hazards of each component Safety
precautions must be 51rictly fonowed during storage. handling
and use,
71abr producr IaJbr prqftalDMl ~ ølllg. NotJbr re.ùkntltú
.-In CalUOnUa-
.
w MTanty
Ameron warrants Its products to be &ee &om defects in
mal8rial and workmanship. Ameron's sole obligation and
Buyer's exclusive remedy In connecUon with the produCtS shall
be Umit.ed. at Ameron's option. to either replacement of
products not confonn1ng to tbla Warranty or credit to Buyer's
acxount in the invoiced amount ohhe nonconronning products.
Any claim under this WarTant)' must be made by Buyer to
Ameron In writing within five (5) days oc Buyer's discovery of
the claimed defea, but In no event later than the expiration of
the applicable shelf' Ufe. or one year &om the delivery date.
whichever is earner. Buyer's failure to notify Ameron of such
noncmúonnanœ as required. herein shaD bar Buyer from
recovezy under this Warranty.
Ameroa makes DO other WarraDUes CODeerDlDg the prodllct.
No other warranties. whether tlXpnIIa.lmplied. or statutory,
JUCb 88 warraadeø 01' mercbaD.tablUty or fltneu for a
parUc:u.Iar purpose. shaD apply. In DO eveD11haD Ameron be
liable ror couequeadal or IDddeDtal damages.
Any recommendaUon or sug¡estlon relating to the use of the
prudUCUI made by Ameron, whether In lts technlcall1terawre.
or In response to speelftc inquiry. or otherwise. Is based on data
beJ1cwed to be reUable: however. the products and tnfonnaåon
are Intended for UIC by Buyers baWlg requisite 11cI11 and know.
how In d1e Indumy. and therefore It is for Buyeno sadsfy luelC
orb IUitabtl1ty o(the products for Its own part1cular use and It
sbaI1 be deemed that Buyer has done so. at Its sole discretion
and. risk. Vartadon In enYtronmenl, c:hanps In procedures of
18. or extrapolaåon of data may cause UDAdlCactory result8.
.
~}J~2~
Amenm Procecd~ eosdnp OnlUP " 20 I Nonh Berry Sneet, Bres. California 92821 . 17141 529-1951
Ameron PCC/Europe . J. F.lCennedylaan 7. 4t91 MZGeldermllben. The Netherlands' 1311345.573341
""I'0Il
CRWADE
PAGE e3
Drying IUJd cure times (ASTM 01640) "Fre
90/32 70121
touch (hoW"S) 31'2 61'2
throuKh (hoW'8) 10 151'2
rocnat (maximum. houn) 12 24
cure before service (day,) 4 10
water immersion (minimum. days) 3
chemical resistance (maximum, days) 10
Thinner Amercoat 65 or 101 :
F.qulpment cleaner Thinner or Amen::oat"12
SOf10
121'2
48
72
28
Shipping Data
Packaging units
cure
resin
Shipping weight (approx)
1-gal unit
cure
min
51JaI unit
an 2,4 1.1
resin 62.5 28.4
Shelf Ute when stored Indoors at40 to l008F (4 to 38.C)
cure and resin 1 year from shipment date
Numerical values.... .uII ect to nomWllWluf8.cIurIn¡ toIerancIII. c:aIoI' 1M
-Un¡ ¥1Ir1.In-. Allow -applkallan -- aDd surface ~. See
appllcu1on lImIrvc:UolII fur eampl8te iaI'onaalion and ..mr pnc&udDns.
1bIa milled product Is photoehemlc.ll)' react"". deBned by the Scnirh CaUl AIr
QualIty ~ DI8Ind'. .ulel02 Dr equIYUmI reguIaIIona.
1 gal
I'z-pt can
l.gal can
1h
5 gal
l-qt can
51JaI can
kg
.5
12.6
.2
5.7
Umltatlon of Uability
Ameron's Uabllity on any claim of any kind. including daims
based upon Ameron'. negligence or strict Uabnlty. far any loss
or damage arising oUt of. coMeaed with. or resulting £rom the
use oCthe products. shan In no case exceed the purchue prtce
allocable to the prodUda or part thereof which give rise to the
claim.'" DO event 8haIl AmeroD be UahIe for couequeødal
or ladcleatal damag...
o."_._nU.$A ""197_-
17:32
352-383-9423
CRWADE
PAGE
64
Amercoal@ 18H8
Amine-cured coal-tar epoxy
Application Instructions
.
Refer to Arnercoat 78HB Produa Data Sheet for properties and
uses. Adhere to all application Instructions. precautions.
conditions and Umltations to obtain the maxunwn
perfonoanee. For conditions outside the requirements or
ÜJnitations described. contact your Ameron representative.
Surface Preparation
Coating performance Is proportional 10 the degree of surfaco
preparation. Prior ta coating, all suñace must be clean. dry and
tree of all contaminants. including salt deposits.
Steel - Welds should be continuous With no skip-welds on
overlapping steel surfaces.
NonimmersfoD - New steel without pits or depression:
abrasive blast. SSPC-SP6. PreViously painted or pit\c d :Jll'.d:
abrasive blast. SSPC-SPIO. .
Immerl!oD - Blast all steel SSPC-SPIO. as a rninimwn. Blast to
a 2 - 4 mil (SO - 100 microns) profile as detennlned with a
Keane-Tatar Surface ProtUe Coml!Vator or a similar devlœ.
Remove abrasive residue or dust 1i'om surface.
Concrete - Ught abra3ive blast to remove all previous coatings.
chalk. and suñace glaze or laltance. Jrblasting Is not possible.
acid etch uncoated concnte to ob141n a glaze-free suñace with
a sl1ghtly granular textW"e. Rinse with clean water and allow to
dry thoroughly. After blasttng or acid etching. on all small holes
or voids With material such as Nu.K1ad4Þ114A finer compound,
Ðfmeleo~ - Suñace must be clean and dry. Remove any
contamination or cUl'in¡ residue. If suña.œ is glazed. sweep
blast to roughen. Before topcoating refer to the spedðc
Dtme1COtc application inEtrUC:daru For drying Umc and other
requ1remenu.
N~ - For ØMlerIfoII .........w. AlIW'raICIt I3HS prim.,. _r b~ IIM!d III a clcrcual
-- DiInercotll ~ Gþpl ¡in¡¡ ~ 71HB.
Amercoat 83 US primer - Surfaces mUSt be dry and free of all
contamlnaUon. Refer to Amercoat 83HS appUcation instruc-
Uons for drying and curing times.
""""" - Appl, ~ 7IJHB IØ -.., cur pøøibl.lf/tn- wrf/Jal
~ Do NIt ,- Ola«~ IfM IIIICIDGr.d ~c. III can,q m'OII'am-
ÍIIadøI. mill1ft' C'IIIIrambJ!I"U. Spot "'ur""'¡ illIl!«I«I.
Application Equipment
The following is Ii guide. Suitable equipment from other
manufacturers may be used. Changes In pressure and tIp Sl"-o
may be needed to achieve the proper spray characteriStIcs..
Alrtess spray - Standard equipment. such as Graco BuUdog
Hydra-Spray or larger. with a O.o¡8. to 0.027 -Inch {O.46 to 0.69
mmJ nuld tip. .
COD~DUooal.pr&y -Industrial equipment such as DeVl!b15s
MBC or JGA or Blnb 18 or 62 spray gun. A pressure materi&!
pot wIth mechanical agitatOr and a moisture and oU trap In the
main air supply Une are essentJal. Separate pressw-e regWalors
for air and Duid pressure are recommended.
Power mixer - JI.ffy MIxer powered by air or eJtpl06lon-proor
clocaic motOr. r'TopcUer-rype I11UJ..n~ 1&....0..1 b ...L&sta(;Lury.
.
EnvIronmental Conditions
Temperature -F-c
aIr 40 to IZ2 4 to 50
suñaœ 4010 122 4t049
material 5010100 10 to 38
Surface temperature must be at least 5°F (3-C) abo"e dew point
at aU tUnes to prevent condensation.
N«e - For trIlUIIN,Ur jUm 0tIUd ad I!aSI! qf appIiCGlioll. aU: aufaœ 111ft/.
IfI4trrllll ~e mwJd ~ 70 tIJ IJO"F f2 I tIJ JreJ. Hfglw,., --,~.
CIlCU'ft' mar ~ui'l! rprvfl Iftllniq". trttH/4Jfcat1Øll.
ApplIcation Procedure
Amercoat 78HB is packaged In the proper proportions which
must be mixed together before use.
1. Rush equipment with Amorcoat 12 cleaner before use.
2. Stir resin (pigmented materialJ With a power mixer to an
oven consistency.
3. Add cure (clear solution) to resin and œntinue stirring for
five minutes.
Pot life (hours)
-Frc
70/21
4
SO/10
8
90/32
2
N«" -Do 11°' IIIlz IfIfIIY "uJl~riGI dIG" ",ill MIØHlI1tllll1\ POI III-.IIi,hu I.~...
GUlrfl IMruIl /lOlli/F.
4. Thinning Is nonnaUy not required when Using a1rless spray
equipment.
5. For conventional spray. thin only as necessary ror
workability. Use up to one pint Amorcoat 65 or 101 thinner per
gallon ofml.xed coatLng.
6. Apply In even. parallel passes with 50 percent overlap.
Immediately follow with cross.spray paues to obtain a
continuous film without bare spots. pinholes. or holidays.
7. Double-coat a.Il welds. comers. sharp edges. rivets and
bolt!. rough spots, etc.
8. A 20.5 mil (520 micron) Wet ðJm thickness wW normaDy
proVide 16 mils (400 mlcronll) of dry !Urn.
9. Check thickness of drY but uncured coating with a nonde-
stnJcttve gauge. such as Mikrotest or Elcometer. If thickness Is
loss than spedfied, apply additional material as needed.
Allowable thlcla1ess range Is 8 to 20 m1ls ( 200 to SOO microns),
depending upon service.
to. For a pinhole-free coattn¡. check continuity of dry but
uncured coating With a nondestruCtive holiday detector such as
TInker and Rasor Model AflW at approximately 2300 ~olts.
Repair by brushing Amercoat 78H8 over affected areas.
11. Apply addlUonal mat.er1&! to correct 81m thickness and
repair pinholes or damaged areas. 'See Recoat and Repair
Schedule. The surface must be clean and dry when repair coat
is appl1ed.
1 Z. Inside tanks. pipet; and other confined arens, ycntflatc
duro,¡ application and curing to remove solventS.
13. Clean aU equIpment with Amercoat 12 cleaner
Immediately after completion ofworlc. GeDed AJnercoat 78HB
WIll pillf spray eqwpmcnt.
. .
.
OD R CONTR L DUCTWORK SUBSTITUTION
Substitute odor control and bio-filter piping and ductwork from fiberglass to
PVC.
*Data for PVC odor control ductwork enclosed.
.
.
PLASTINETICS:. INC.
Suggested Standard Specifications For PVC Ducting
POLYPROPYLENE AND CORZAN- CPVC ALSO AVAILABLE (see following pages)
.
All compounds used in the manufacture of our PVC duct
will conform to ASTM Standard 0-1784.
ROUND DUCT
Reinforcements. if required. will be per SMACNA Second
Edition. January 1995. or greater. for the particular water
gauge specified.
Installation (joining) can be accomplished with the bell and
spigot (cementing) method. flanging or thermal welding.
'~
Round PVC duct will be seamless and extruded in sizes-t)w
through 24w. Below 4w, Schedule 40 gray PVC pipe will be
utilized.
Nominal wall thickness for 6w through 18w will be .187; 20w
size will be .219w and 24w size will be .250w. Nominal wall
thickness 4W and below will conform to ASTM Standard
0-1785 for Schedule 40 pipe.
Round PVC duct above 24w will be cold rolled from Type II
Grade I extruded PVC sheet material. The seam will be
thermal fused utilizing a computerized welding machine.
The sheet edges are heated and pressed together pneu-
matically achieving 100% weld strength using no filler rod.
Wall thickness will be 3/16w for sizes up to 32w diameter.
Above 32w diameter...1/4w material will be used, unless
otherwise specified.
Elbows will have an approximate centerline radius of 1 ~
times duct diameter; 90° elbows can be either 3 piece or 5
piece; 45° elbows; 2 or 3 piece. Specific job requirements
will determine which type is used. If no preference is given,
3 piece-90° elbows and 2 piece-45° elbows will be pro-
. vided.
Transitions will be tapered. cone-type only. The cone will
be the same material thickness as the duct material.
Transitions will be concentric, unless otherwise noted.
Branches will enter the main ducting at a 45° angle, unless
otherwise specified.
Couplings for sizes up to 24w can be either sleeve type (no
stop) or standard with a stop. Only sleeve couplings are
available in sizes above 24w. Socket depth for both to be 3w.
Flanges for sizes 6w through 20w will be heat formed from
PVC duct or cut from flat sheet stock. Flanges for 24w and
above will be formed from ÞVC Type I extruded angle. Leg
size will be either 1~" x 3116" for diameters up to 30w or
2w x 1/4" for sizes above 30w.
Bolt holes will be 5/16w diameter on approximate 4"
centers.
RECTANGULAR DUCT
Rectangular duct will be formed from Type I Grade I PVC
extruded sheet material. Corners will be heat bent and
seams thermal fused where applicable. Where heat bend-
ing and thermal fusion is not possible, corner welding with
PVC filler rod will be utilized.
Where the developed length is 120w or less, 3/16" material
will be used. Above 120.,1/4" sheet will be used.
Both 45. and 90. elbows will be two pieces, square throat.
The 90. elbows will have turning vanes made from PVC
extruded duct material.
Transitions will be tapered and will be the same material
thickness as the duct. They will be concentric unless
otherwise noted.
Branches will enter main run at 45° angle only unless
otherwise specified.
Couplings will be sleeve type only. Overall length 6w and
will be the same thickness as the duct.
-
f ;
'"o;,tt~
Flanges will be from 1 ~w x 3116" PVC Type I angle, 3116"
wall material. For 1/4" wall material 2" x 1/4w Type I PVC
angle will be used. Bolt holes will be 5/16w diameter on
approximate 4W centers.
Bolting, gaskets and flexible connections will be the same
as the round duct standards.
End caps and access panels will be the same as the round
duct standards.
Reinforcement. if required, will be per SMACNA Second
Edition, January 1995, for the particular water gauge spec-
ified.
Joining can also be accomplished with the bell (coupling)
and spigot method. flanging or field welding.
Bolting can be either galvanized or 304 SS. Both will be
1/4"-20x1Xw long with a nut and 2 washers provided for
each bolt.
Gaskets will be 1/8" thick, closed cell neoprene for duct
sizes up to 24"; above 24w, 3/16w thick neoprene will be
used.
WELDING
FOR ROUND AND RECTANGULAR DUCT
flexible connections will tie 3/16" neoprene, 6" wide, with
two SS draw bands.
. Quadrant dampers or bfastgates will be provided with a
locking device to permanently set.
End caps can either permanently weld in place or fabri-
cated to allow removal.
Welding will be accomplished by using either the hot gas
fusion method using fill rod or thermal fusion. The rod will
be 5/32" or 3/16" thick.
. "
Access panels can be provided with clear PVC material or
PlexiQlas and will be held in olace with SS ~p.lf t;mninn
All joints will have a minimum of one weld bead to a maxi-
mum of three. This includes elbows, transitions, branches,
couplings. flanges and end caps.
The foregoing information is based on our 30 years experi-
ence as a plastic fabricator. Particular engineering require-
ments may alter any of the above. However. we feel these
are proven shop methods which produces a reliable
product for many years of trouble free service.
u
"
,
,
PVC Duct
Industrial and Institutional
Applications for Thermoplastic Fume
Exhaust Systems
" New laboratory techniques for analvtical work. extensive
work in t~e ~tomic energy field. and våstly more complicated
metal finishing operations have created an increasing'demand
for more corrosion-resistant materials for construction of fume
exhaust systems. The most frequently used thermoplastic
materials are PVC IpolY'inyl chloride). PVC-ABS blends
(polyvinyl chloride. acryloniUile-butadiene-stvrene). CPVC
(chlo~nat~d poly\inyl chloride). polyethylene '(usually high
density. high molecular weightJ. and polypropylene. Fiber-
glass ~einforced polyester is the most common thennosetting
matenals used. usually with an epoxy surface gel coal.
Corrosion resistance of thermoplastic materials is
determined by immersion tests for a specified time in the
corrosive media at a specified temperature IASTM 0-5431.
Weight. and mechanical property changes are the primary
yardsticks used to detennine resistance. Field examination
showing penetration can also be useful since corrosive attack
on plastic materials is most commonly caused by a penetration
of the media into the plastic. Metallic corrosion. however.
usually exhibits a loss of the metal into the media. Both are
subject to so-called stress corrosion under certain conditions
and media. This. howel'er. is ex1.remelv rare \~;th PVC at normal
service stresses and temperatures. As- a !!.eneral rule.
thermoplastics are either resistant or completel\' unsuitable.
Reliable test results can be secured in a comparative I\' short
period of t.im~ for specific test conditions ILe.. 7-30 daysi. Vapor
phase or liqUId-vapor phase interface corrosion is almOSt
always greater \\Iith metals while liquid phase is greater with
thermoplastic~. Sinc~ the corrosion tables. Rand NR Ratings.
are based on liqUId pnase. P"C mav well be resistant to diluted
fumes and should be tested under sel';ce conditions.
INDUSTRIAL FUME EXHAUST SYSTEMS
Indusrnal systems are largely utilized in the metal finishing
~ade. pIa ling operations in the electronic industry. anodizing
Industry and. In some cases. roof ventilation fans where
moderate fumes are generated in manufacturing. PVC duct is
manufactured in both round and rectangular. The later is
generally specified where ol'erhead room is limited. Lighter
gauges can usually be utilIZed \~;th round duct as in metal
construction. Man\' svstems handle fumes from multi-tank
plating lines which are. in turn. connected to main trunks.
Such large systems require smaller sizes of duct (6--12") onlv
from plenum to trunk which represents a very small percentage
of the a\'erage industrial system pound volume "';se. Lar!!er
sizes also represent short foota!!e runs as the trunk Silt' ..
increases rapidly, At present. limited foota!!.r and freight costs
have resUicted round duct extrusion to 6".-24" 0.0. Domestic
rectangular duct has not been extruded due to the nearh'
infinite \'ariety of wid~h/heighl dimensions possible. .
PVC. polypropylene and reinforced fiberglass polyester fans
are a\'ailable from a number of manufacturers as standard
shelf items. I'VC fans hal'e been sllccessfui -m induslnal
applications for years. which led to usage :n mdustnal
laboratories and subsequentl\' IIlStit utionallaboratoncs such
as high schools. colleges. hos'pltals. and non-profil n"search
facilities,
Standard as well as cuslom hoods 111 P\"( and
polypropvlenr have Ji~o br~¡, :n use wilh mam' veal'S of
mamtenanc('-fret' opt'~al!(\¡¡
St~ndard.designed fume scrubbers made entirely of plastic
~atenals are answering many problems encountered by
Indust '}, for system modification and new construction to meet
the new stringent air pollution control requirements. It can not
be emphasized too strongly that a complete plastic fume
exhaust package can be obtained. Low maintenance costs and
time proven sef\;ce as well as published performance data is
available. especially on complex components such as fans and
scrubbers.
INSTITUTIONAL FUME EXHAUST
General requirements for laboratol" fume svstems differ
f~om the larger size duct s~'stems utiliŽed in industrial applica,
tlons. Many laboratof\' hoods are exhausted b\' individual fans.
CFM requirements. except for hoods devoted to perchloric acid
analytical work (2.000 CFMI. usually range from 600-1.000
CFM. Extruded round duct sizes of 6"-24" are ideal.
Four-foot lengths of fabricated duct in these sizes cost the
sa~e in tOlallabor as the largest possible unpieced standard
size from 4' x 8' sheet (Le..30T This. coupled with butt welding
of 4' s~clions. made these sizes quite expensÎ\'e. Increasing -
usage In the industrial field finalh' made extrusion of certain
sizes with iron pipe size 0.0.'5 arid a J/,6" wall economicallv
feasible. Limiled land a\'ailability. especially in the east. at'long
esta~lished uni\'ersities and technical colleges required the -
erectIOn of so-called hil!h rise buildin !s with laboratof\' facilitie"
on various noors. Duciln!!. for coOl'enience. was desie:ñed to -
enter pipe chases and pròceed \'erticall\' to the fan añd
scrubber equipment penthouse on the roof. This. in turn. has
led to new sizes of 7J¡'::. 9 W' and I PF' with a J/,6" wall to effect
space economies for the crowded pipe chases. These high rise
laboratories hal'e consumed hundreds of thousands of feet of
extruded PVC duct in New England alone. and some major
installations ha\'e had trouble'i'ree sel"ice for more than a
decade. EI'en more connnclng !s the continuing specification of
PVC by these major pioneenm: I!lstitutions in their latest senes
of expansion in the pas! severai I'ears
------
Additional Engineering and Fabricating information can
be obtained by contacting:
pvc. CPvc PrODuct BulletIn 1121401 ;:>IPINC MATERIAl. Harvel PlastIcS,
P.O, Box 757. Easton, PA 18044'O~57 '~15' ~52'7355
HandOook fúr Welding & Faoricaung -;,ermoQlaSIIC Materials, SJ I(Jmlnsk\,
ana J A Williams Kamwelo DrJ::Juc!~:: In( 90 ACCE'SS Road PO Box 91
Norwooa MA 0206216171 ¡62'~3?~
..
PVC Duct
S pee ifi ea ti 0 os
Rigid Polyvinyl Chloride Duct
MATERIAL REQUIREMENTS
Ductwork. hoods. blowers. scrubbers and condensate drains shall
be fabricated from laminated sheet. eXtruded seamless duct and pipe.
available injection molded fittings and valves and extruded shapes.
Compounds utilized in the manufacturing of these base components
shall confonn to the PVC Materials Standard ASTM 0-1784.
Base component products shall meet applicable established
standards or manufacturer"s published standards.
. Laminated sheet ASTM 0-1927
. IPS Schedules 40.80.120 - EXtruded Pipe ASTM D-1785
. Pressure Rated Extruded Pipe - ASTM 0-2241
. Schedule 40 Injection Molded Fittings - ASTM 0-2466
. Schedule 80 Threaded Injection Molded Fittings - ASTM 0-2464
. Schedule 80 Socket Injection Molded Fittings. ASTM 0-2467
. OWV Injection Molded Fittings - ASTM 0-2665
. CPVC Extruded Duct - ASTM 0-1784
1\vo other PVC based shèet materials are also extensively utilized.
however. they are not classified under ASTM 1784. They are:
I. Type G (pVC sheet backed with FRP. Fiberglass Rei1Íforced
Polyester. for higher temperatures and larger sized systems).
2. PVC sheet fonnulation modified with ABS (Acrvlonitrile Butadiene
Styrenel. for higher end product impact strength.
.
DUCT CONSTRUCTION" POLYVINYL CHLORIDE
Material thickness can vary somewhat for any size duct depending
on the positive or negative pressures. reinforcement. pulsation
impaned by the blowers selected. and thickness ranges available (I.e..
extruded duct). Thicknesses shown cover the ranges usually offered.
System conditions and specilled reinforcement should be considered
when evaluating competitive bids with different thicknesses.
Round Duct Thru 24" - Extruded seamless duct
: AVG. ¡ OUT OF ¡ MIN.
: 0.0. TOL 'ROUND TOL . ~ WAll
t.O20 :1:.050: .105
t.020 I %.050 ¡ .172
t.020 t.050 .172
t.020 i t.O75 .172
%.025 i t.075 .172
t.025 I t.075 .172
t.O25 I t.O75 .172
t.O25 t.O75 .172
t.030 I t.075 I .172
t.O30 I t.075 i. 172
t.O4O I t.OSO 1.1 72
t.070 ¡ :1:.140 ; .199
:.090 t.IS0 .230
i AVG.
SIZE; 0.0.
Õ I 6.625
6' . 6.625'
r I 7.375:
S" S.625
9' : 9.375 I
10" ¡ 10.750 I
11" I 11.375 '
12" I 12.750 ;
14' I 14.000 I
16" ! 16.000 i
IS" II IS.000 ¡
20' 20.000 i
24" , 24.000 i
i MAX. I
, WALL
¡ .140 i
: .202 ¡
i .202 .
I .202 I
I .202 I
i :~g~ 'I
" .202
.202
I .202 I
I .202 i
I .239 I
.270 !
WEIGHT
PER FT.
1.530
2.275
2.534
2.9S2
3.239
3.733
3.944
4.440
4.884
5.586
6.750
S.I44
11.163
.
. allaClory
Round ductwork larger than 24" should be thennal fonned on
cylindrical mandrels with longitudinal seams butt welded. Larger
round duct is also made using H joining strip and longitudinal
sections cut from extruded duct. Longer lengths are possible with
fewer circumferential welds. Back welding or sealing the cemented
H sections with a tacking tip is suggested if condensed vapors are
anticipated or the system is under positive pressure. Elbows and
bevels shall have minimum centerline radius of 1'/2 Umes duct
diameter. Elbows shall have at least five (5) sections and bevels shall
be pierced proportionately. Molded or fonned elbows. and bevels with
1'/2 centerline radius will be acceptable. Transition pieces in mains
and submains shall be tapered. A taper of 5 inches in length for each
I inch change in diameter shall be held wherever possible. Branches
or tees shall enter the main at the large end of the transition and at
an angle not exceeding -l5'. Branches shall not be positioned so as to
enter the main diametrically opposite.
Rectangular or Square Duct
Mu. Duct Dimensions Wall Thickness
(Inches) (Inches)
Up to 20" 1/."
21.40 3/16-'/.
41 and up 'I. minimum
Straight duct sections shall have fanned corner construction for
maximum strength and welded comer seams will not be acceptable.
Rectangular or square duct can also be made using 90° and H
section joining strip and cut sheet. The same recommendations
regarding back welding or sealing with a tacking tip apply.
Introduction of the high speed welder and cost of strip have almost
eliminated this method of construction. Transitions and tapers shai:
have fonned comers wherever practical. Elbows shall have welded
comer construction and shall be fabricated with a cènterline radius
equal to at least 11/2 times the dimension of the elbow side. Branches
and tees shall be positioned to enter the main close to the large end
of the transition at an angle not exceeding 452. Branches shall be
positioned to avoid entering the main diametrically opposite.
FLANGES, GASKETS AND DUCT CONNECTIONS
Flanges up to 30" 31" It up
Flange thickness Iin.1 J/,& . 1/. II. minimum
Flange width [in.) 1'/. - 2 2 minimum
Bolt hole centers Iin.1 3 - -l maximum 4 maximum
Bolt hole diameter (in.) 5/" . 3/B . '/2
Bolts (in.) 'I. - '/16 3/B
. Flanges can be thennal fonned for round duct from 4 sizes of
standard PVC extruded angle (1 x I x '/.": 1'/. x 1'/. x 3/,,": 1'/2 x
1'/2 x 3/,&-: 2 x 2 x l/i'l. Thicker flanges are cut or thennal fanned
from flat sheet. Flanges for rectangular or square duct are made
from PVC extruded angle or flat sheet. Step comer construction
rather than mitering is recommended. Flanges shall be
continuously back welded with one or more passes as described
under section entitled -Welding". Flange faces shall be continuously
back welded and ground smooth. Rectangular ductwork exceeding
30 inches in either dimension shall be reinforced with a standing
edge or glnh band of same thickness and width as the flanges or
With extruded or fonned PVC angles 2 x 2 x 1/. attached by
continuous welding to the exterior surface around the full
perimeter. spaced not less than 4'.0" on center. Bolts and nuts
shall be Type 316 stainless steel with Type 316 stainless washers
placed beneath the head of bolt and nut. Zinc plated. cadmium
plated. or galvanized nuts. bolts and washers are also satisfactory
where they are not subject to excessive corrosive fumes.
Gasket material shall be fabricated from flexible plasticized PVC
of suitable gauge to seal (minimum of '/.-). Lower durometer grades
are suggested for horizontal runs. For simplified field installation
gaskets are usu~lIy cemented to one of two mating flanges with
PVC cement. The fle:<ible PVC gasket shall be preferably fabricated
with unbroken circumference or perimeter. Pieced gaskets should
be thenno welded and ground smooth at the joint. Gasket seals are
also made with a soft mastic type such as Pennatex #2 or soft vinyl
foam.
Sleeve couplings can be thennal fonned from flat PVC sheet of a
gauge equal or greater than the duct thickness and thennal welded
and ground. Sleeve couplings can also be thennal fonned from the
same sizç of extruded duct. A minimum width of 4" is suggested.
Belled couplings are also thermal fonned from the same size of
extruded duct. They offer the advantage of a positive positioning ~
stop and better seal potential if couplings are to be field installed. ~
Under certain conditions. such as making final field connections
or changes. circumferential joints are thennal welded at the job sit::-
using the maximum recommended number of welds since the
intcrior weld cannot be applied.
"
,
tr
WELDING
Welding shall be done by the hot gas fusion welding method
utilizing PVC fil1er rod as manufactured for this purpose. Welding
shall be perfonned by workmen adequately trained in the art of
PVC welding. ASTM Standard D-1789 test methods are
recommended if welder certification is desired. Ductwork, hoods
and similar air passage enclosures must be finished completely air
and watertight with smooth intenor suñaces. Ductwork shall be
completely free from cracks. distortions or other imperfections. The
following table outlines the minimum number of welding passes
required:
WaD Thickness Rod Dia. Min. No. of
.Inches Inches Welding Passes
3/16 3/16 One
'/8 3/32 One
~ ¥~ O~
'/8 1/8 ll1ree
'/4.3/~ 1/8 Three
Wherever possible longitudinal and circumferential welds should
have one intenor weld sealing the seam in addition to the outside
welds for maximum strength.
"Flanges to be back welded a minimum of one pass.
Longitudinal Seams
Circumferential Seams
Ducts - flanges"
and reinforcing
TYPiCAl HANGERS
rg""""'t:j..,.
""'... ,-.-
rva...
.....- ---"' \
=~\
HORIZONTAL DUCT HANGERS
=.,,1
VERICAL DUCT HANGERS
HANGERS AND SUPPORTS
Ducts shall be supported at interVals not exceeding 8'-0. on
center. In locations where hangers are exposed to coITOsive
atmosphere adjacent to hoods, tanks. or other process equipment.
hanger matenal shall be Type 316 stainless steel. with bolts,
washers and other attaching hardware similarly fabncated from
Type 3 I 6 stainless steel. Fiberglass Reinforced Polyester structural
shapes and hangers or plastisol coated hangers and brackets are
also considered acceptable.
In locations noted on the draWings where hangers are not
subject to coITOsive fumes. black steel hangers. threaded rods or
similar acceptable hangers may be used, In cases where black steel
hangers are installed. they are to receive one (I) coat of grey Tygon
paint. or approved equal.
Hangers are to be securely fastened to avoid vibration and care
shall be taken to install hangers so as to avoid creating conditions
of stress in the finished installation.
FLEXIBLE CONNECTIONS
Flexible connections shall be furnished and installed in
accordance with this specification at equipment locations and at
expansion joints where indicated on the drawings.
Flexible connections shall be fabncated from flexible plasticized
PVC using matenal not less than 3/32 inch thick. Connections shall
be fabricated with the longitudinal seam lapped not less than 1'/2
inches and fusion welded. .
Plasticized flexible connections shall be welded, cemented or
clamped with stainless steel bands to ducts or equipment col1ars -
or in cases where flexible connections are installed as expansion
joints. a suitable support or hanger shall be provided at each end of
the flexible connection. In cases where flexible connections are
provided for connections to fans or equipment. a support or hanger
shal1 be provided at the unsupported location.
In genera1. ductwork is to be supported independently of hoods,
scrubbers. fans. tanks or other equipment. .
FUME HOODS
Fume hoods shall be fabricated of nOt less than II. inch thick
PVC, Welded seams shall be perfonned \\ith a minimum of three
passes using "/32" or J/~" diameter filler rod. One weld inside and
one outside can be substituted if continuous welds are possible.
Adjustable baffles for hoods shall be attached using Type 316
stainless steel nuts. bolts. and washers or PVC nuts, bolts and
washers where bolt loading pennits. Supports and hanger
material for hood shall be fabricated from Type 316 stainless steel
unless othelWise noted.
DAMPERS (BLAST GATES}
Furnish and install dampers at hoods and tee connections.
Additional dampers are'to be installed at all locations where
required for balancing or adjustment in the system.
Butterfly type volume dampers or blast gates may be installed
at all fume hood connections or where indicated and in locations
required for balancing.
Volume dampers shall be provided \\ith stainless steel
loclmuts or similar corrosion-proof attachments suitable for
pennanently setting dampers in a fIXed position fol1owing balance
and adjustment. CoITOsion-resistant standard sheet metal
quadrants can also be used.
Dampers may be waived with a balanced system design by
consent of the specifying engineer.
FAN EQUIPMENT
Four types of plastic fans are generally utilized with PVC or
other corrosion-resistant fume exhaust systems.
I, Fans with the fan housing. wheel and" all intenor surfaces
exposed to the conveyed fumes constructed from Type I Grade
I PVC sheet. tube and bar. Fan sizes cUITently range from 200
CFM to 71.000 CFM.
2. Fans with the fan housing and al1 interior surfaces exposed to
the conveyed fumes. except the wheel. constructed from Type
1 Grade I PVC. The wheel is constructed of steel coated with a
suitable coITOsion-resiSlant fiberglass coaUng. Fan sizes
currently range from 200 CFM to 71.000 CFM.
3, Fans with housing, wheel and interior suñaces exposed to the
conveyed fumes constructed from rigid polypropylene sheet.
tube and bar.
4, Fans with housing, wheel and interior suñaces exposed to the
conv~ed fumes constructed from FRP (Fiberglass Reinforced
Polyester).
Fans shall be of minimum capadty standard to fulfill air require-
ments as set forth in the equipment scheduJe. Fans shall be equipped
With drain couplings connected to the bottom of the fan housing.
suitable for receiving standard ScheduJe 80 IPS connections.
Inlet and outlet connections on fans shall be of flanged
construction With bolt holes not less than 3/6 inch diameter spaced 3
inches on center.
The manufacturer shall furnish certification that the equipment is
of suffident size and capacity standard to meet the requirements and
intent of the design. Certification shall include speed and horsepo\l.'!:r
requirements for the proposed installation in accordance with the fan
testing standards of the NAFM. Standard published fan tables \l.ill not
be acceptable for fulfilling this certification requirement.
SCRUBBERS - AIR WASHERS .
Scrubbers for remo\'aI of soluble fumes are commercially
available. Sizes range from 100 to 60.000 CFM. Construction
materials vary from PVC, 1)rpe G PVC. Polypropylene. ABS
modified PVC to Fiberglass Reinforced Polyester (FRP). Both
horizontal and veltical models are available.
DRAINS
Furnish and install drain fittings atlo\\' points in the system to
provide for the removal of entrained moisture. condensation. or
other liquid residues. Drains shall consist of fun size Schedule 80
half couplings not less than 1 inch diameter suitable for recei\'ing
standard IPS pipe connections. Drains shall be continuously
welded at the point of attachment and shall be fitted flush with
the interior surface at the drain poin!. Remforcing plates or
gussets shall be proVided at drain points wherever necessary to
inc:..r.. ., c:nl;...I ...,,;..1 ~------,--
.
co
co
co
-
Collapse Pressure - Harvel PVC Duct
Graph I: Calculated Collapse Pressures with Safety Factor of 5
Harvel Type I Grade I pvc Seamless Duct (minimum wall) @ 70-7SOF
vs
Length of SpanlNominal 0.0.
Ct
co
-
~Tllllll. 1111 1m m¡ I! i IT T IIIII1 q: ttmmJq:+ff WtIDT I T f TIn I TTIT mmm +tit :m1 IDH+:+
::J::TI I'~ I . I " , r I IIII
- i .
~ I I
E I I .
t::= . . ~. . I
~
~
~
§ I I
==
-
= ~ ' I
= "'" I I
= r-...
....
- " 6.625" x f72~'
- "
- ~
- "Iii,; ...., I I I
I-- I' , I 7.375" x .172" I
I-- " ..... I
I-- ~ '- ~ I
~ ~ '" I I 8.625" x ',172"
== ,,' ~ ,......... I I 9.375" x .172'~
== ""'" '
I " I
= ,'\ '" ~ ~ No... I I I
= r\. 10.750" x .172"
~ " ,. ì"! I I I I I 6.625" x .105"
,~ I 11.750" xi 172"
1= . ~ I I
1= ~,,~ I"" I ¡ I ' I
E ~ I I 12.750" x .172"
! ! I I i I !
I ,,~ : ! ! . 14.000" x ¡172" I I
I- ~¡i I I I I I III
I--
I-- , I I
. '" .., I
I-- : f""ooi... ! í I r I i
- ': 16.000" x .172"
- I ;~ T! I I. -
- ; I I I .. 18.000" x .172"
ê I i I i 20.000" x .206"
24.000" x .230"
~ ' I I
~ I
~ ! ., I I
1= I
ê I I :
I
==
= !
= i: I I ¡ I
§ . II
I-- I I " '¡ 1IIIIIllli I. I I, I I I " " /III " " 1111 II "I I Wlllil ill
R=IIIII "I 1I.illlllJ 1111 1111 JJJ1 I IIIII I 11111"
4
10
.
co
N
co
-
¡;
ii
:t
.
.
.I:
U
oS
I
.
:ï
.
.
.
It
.
.
Go
~
Õ
(J
LOt
DOl
0 = 0.0. linches,
, = distance between reinforcing stiffeners (inches)
tion. (Note: Collapse values for all sizes with i ratios exceeding
10 approach values for a very long tube).
This graph can be utilized to detennine reinforcement spac-
ing distance for higher negative pressures than shown in .the
SMACNA Publication for the sizes and minimum wall thick-
'"
nesses shown.
Example: 16" duct at 20" water b = 4
1= 16 x 4 = 64" between reinCorcing stiffeners.
100
~
The Sheet Metal & Air Conditioning Contractors' National
Association (SMACNA) sponsored a physical testing program
on both rectangular and round Type I Grade I PVC fabricated
duct. as well as a theoretical analysis of the test work.
Equations were developed Cor collapse pressures oC varying ~
ratios as well as Cor collapse of a very long tube. Round duct
sizes ranged Crom 18" 0.0. to 48" 0.0. with wall thicknesses of
.137" to .282". Test values correlated within a 10% range.
Harvel ran actual collapse tests on -I sizes of extruded seam.
Iftrr. .._.I'___c".L__--_L""" ...,. ..... .
~
"
,SECTION 00500
AGREEMENT
THIS AGREEMENT is dated as of the 11 th day of April in the year 2001 by and between
.
City of Clermont (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as fol-
. lows:
Article 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is
generally described as follows:
East Side WRF Expansion
The Project for which the Work under the Contract Documents may be the whole or only a part is generally.
described as follows: The Work is the whole project.
Article 2. ENGINEER.
The Project has been designed by Boyle Engineering Corporation,
who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights
and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in
accordance with the Contract Documents.
Article 3. CONTRACT TIME.
.
3.1. The Work will be substantially completed within 430 days after the date when the Contract Time com-
mences to run as provided in paragraph 2.3 of the General Conditions, and completed and ready for final pay-
ment in accordance with paragraph 14.13 of-the General Conditions within 460 days after the date when the
Contract Time commences to run.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this
Agreement and that OWNER will suffer financial loss if the Work is not substantially complete within the time
specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the Gen-
eral Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbi-
tration proceeding the actual loss suffered by OWNER if the Work is not substantially complete on time.
Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated
damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER Five Hundred dollars ($500:00) for
each day that expires after the time specified in paragraph 3.1 for substantial completion until the Work. is
substantially complete and Five Hundred dollars ($500.00 for each day that expires after the time specified in
paragraph 3.1 for completion until the Work is complete. .
Article 4. CONTRACT PRICE.
4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Docu-
ments in current funds as set forth in the Bid Form. The total contract price is the sum of the base bid plus
additive alternates 3 and 6 for a total contract price of $8.691.200.00.
Article 5. PAYMENT PROCEDURES.
.
Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions.
Applications for Payment will be processed by ENGINEER as provided in the General Conditions.
AGREEMENT
00500-1
.
.
.
5.1. Progress Payments. OWNER shall make progress payments on account of the Contract Price on the
basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER. on or about the LAST
day of each month during construction as provided below. All progress payments will be on the basis of the
progress of the Work measured by the schedule of values provided for in paragraph 14.1 of the General Condi-
tions.
5.1.1. Prior to Substantial Completion progress payments will be in an amount equal to:
90% of the Work completed, and
90% of materials and equipment not incorporated in the Work but delivered and suitably stored, less in
each case the aggregate of payments previously made.
5.1.2. Upon Substantial Completion, OWNER shall pay an amount sufficient to increase total payments
to CONTRACTOR to 5% of the Contract Price, less such amounts as ENGINEER shall determine in accor-
dance with paragraph 14.7 of the General Conditions.
5.2. Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 14.13
of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by
ENGINEER as provided in said paragraph 14".13.
Article 6. INTEREST.
All moneys not paid when due hereunder shall bear interest at the maximum rate allowed by law at the place
of the Project.
Article 7. CONTRACTOR'S REPRESENTATION.
In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representa-
tions: "
7.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work,
locality, and with all local conditions and federal, state and local laws, ordinances, rules and regulations that in
any manner may affect cost, progress or performance of the Work.
7.2. CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent
physical conditions at the site or otherwise affecting cost, progress or performance of the Work which were
relied upon by ENGINEER in the preparation of the Drawings and Specifications and which have been identified
in the Supplementary Conditions.
7.3. CONTRACTOR has made or caused to be made examinations, investigations and tests and studies of
such reports and related data in addition to those referred to in paragraph 7.2 as he deems necessary for the
performance of the Work at the Contract Price, within the Contract Time and in accordance with the other terms
and conditions of the Contract Documents; and no additional examinations, investigations. tests, reports or sim-
ilar data are or will be required by CONTRACTOR for such purposes.
7.4. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests
reports and data with the terms and conditions of the Contract Documents.
7.5. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has
discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to
CONTRACTOR
7.6.
AGREEMENT
00500-2
'- -----'
.
.
.
Article 8. CONTRACT DOCUMENTS.
The CONTRACT Documents which comprise the entire agreement between OWNER and CONTRACTOR
are attached to this Agreement, made a part hereof and consists of the following in no order of priority:
8.1. This Agreement.
8.2. [Exhibit& to thit: .^.gr~omont (paget: - to -' iAGlucivo).]
8.3. Performance and Payment Bonds.
8.4. Insurance Certificates and Endorsements.
8.5. Notice of Award and Notice to Proceed.
8.6. General Conditions.
8.7. Supplementary Conditions.
8.8. Specifications as listed in the table of contents.
8.9. Drawings, consisting of sheets numbered 1 through 167 inclusive with each sheet bearing the following
general title: East Side WRF Expansion.
8.10. Addenda numbers 1 to ~ inclusive.
8.11. CONTRACTOR's Bid.
8.12. Any Modifications, including Change Orders and Field Orders, issued pursuant to paragraphs 3.4 and
3.5 of the General Conditions on or after the Effective Date of the Agreement.
8.13. Invitation to Bid and Instructions to Bidders.
There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may
only be altered, amended or repealed as set forth in the General Conditions.
Article 9. MISCELlANEOUS.
9.1. Terms used in this Agreement which are defined in Article 1 of the General Conditions shall have the
meanings indicated in the General Conditions.
9.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be bind-
ing on another party hereto without the written consent of the party sought to be bound; and specifically but
without limitation, moneys that may become due and moneys that are due may not be assigned without such
consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically
stated to the contrary in any written consent to an assignment no assignment will release or discharge the
assignor from any duty or responsibility under the Contract Documents.
9.3. OWNER and CONTRACTOR each binds himself, his partners, successors, assigns and legal
representatives to the other party hereto, his partners, successors, assigns and legal representatives in respect
to all covenants, agreements and obligations contained in the Contract Documents.
AGREEMENT
00500-3
,......."""", " " ""'
... - -_:, 1 1
, ",- -" " ,.. " " \
.
.
.
Article 10. OTHER PROVISIONS.
10.1. In consideration of the CONTRACTOR's Indemnity Agreement as set out in the Contract Documents,
OWNER specifically agrees to give the CONTRACTOR $25.00 and other good and valuable considerations,
which is paid on behalf of all parties indemnified.
IN WITNESS WHEREOF, the parties hereto have signed this Agreement in triplicate. One counterpart each
has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have
been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf.
This Agreement will be effective on
April 11,
,2001
OWNER
By á¥
(COR TE SEAL)
By
Ja s W Folds,
;:~~) ~
Sheila Robert~~Trea
Address for giving notices
6353 Greenland Road
Attest
Address for giving notices
Jacksonville, Florida 32258
(If OWNER is a public body attach evidence of author- License No.
ity to sign and resolution or other document authoriz-
ing execution of Agreement.)
CG-CA 00798
Agent for service of Process:
Hugh A. Holborn
AGREEMENT
00500-4
,- -----,
BOND NO
8183-47-14
SECTION 00611
CONSTRUCTION PERFORMANCE BOND
.
CONTRACTOR:lndian River Industrial Contractors, Inc. SURETY: FEDERAL INSURANCE COMPANY
~~ ~~
P.O. Box 23026 15 Mountain View Road
Jacksonville. FL 32241-3086 Warren, New Jersey 07059
Address
Pl'tndpal Place of Business
OWNER:
City of Clermont
~~ .
P.O. Box 120219
Clermont. FL 34712-0219
Address
Principal Place of Business
CONSTRUCTION CONTRACT
Dare: April 11,2001
Amount: $6,547,200.00 INCLUDING
Description: East Side WRF Expansion
~me
CHANGE ORDER NO.1 DATED APRIL 26, 2001.
Clermont. Florida
Location
BOND
Date (Not earlier than Construction Contract Date): May 9, 2001
Amount: $6,547,200.00 INCLUDING CHANGE ORDER NO.1 DATED APRIL 26, 2001.
Modifications to this Bond Form:
.
CONTRACTOR AS PRINCIPAL
Company: (Corp. Seal)
INDI~~~~~~INC'
~~re. ~: Å- -
Title: .'
4.
SURETY
Company: (Corp. Seal)
~DERAL l ~O~PANY
Signature. ~
Name: Tom obrano, III
Title:Attorney-in-Fact & F1orida Resident
Agent
The Contractor and the Surety. jointly and severally, bind themselves. their heirs, exeaJtors, administrators, successors and
assigns to the Owner for the performance of the Construction Contract, which is Incorporated herein by reference.
If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond,
except to participate in conferences as provided in Subparagraph 3.1.
If there Is no Owner Default, the Surety's obligation under this Bond shall arise after.
3.1 The Owner has notified the Contractor and the Surety at its address desaib~d above, that the Owner Is considering
declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and
the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the
Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason-
able time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any.
subsequently to declare a Contractor Default; and
The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the
contract. Such Contractor Default shall not be declared earlier than twenty days after the Contractor and the Surety
have received notice as provided in Subparagraph 3.1; and
The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the
Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms
of the contract with the Owner.
When the Owner has satisfied the conditions of Paragraph 3. the Surety shall promptly and at the Surety's expense take one
of the following actions:
4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or
4.2 Undertake to perform and complete the Construction Contract itself, through its agents or through independent
contractors; or
1.
2.
3.
3.2
3.3
.
CONSTRUCTION PERFORMANCE BOND
00611-1
.
.
.
5.
Obtain bids or negotiate proposals from qualified contractors acceptable to the Owner for a contract for peñormance
and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and
the Contractor selected with the Owner's concurrence, to be secured with peñormance and payment bonds
executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner
the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by the
Owner resulting from the Contractor's default; or
Waive its right to peñorm and complete, arrange for completion, or obtain a new contractor and with reasonable
promptness under the circumstances:
1. After investigation, determine the amount for which it may be liable to the Owner and, as soon as practica-
ble after the amount is determined, tender payment therefor to the Owner; or
2. Deny liability in whole or in part and notify the Owner citing reasons therefor.
If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in
default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the
Surety peñorm its obligations under this Bond, and the owner shall be entitled to enforce any remedy available to the Owner.
If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has
denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the
Owner.
After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act
under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than
those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be
greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to
commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction
Contract, the Surety is obligated without duplication .for.
6.1 The responsj~ilities of the Contråctor for correction of defective work and completion of the Construction Contract;
6.2 Aclditionallegal, design professional and delay costs resulting from the Contractor's Default, and resulting from the
actions or failure to act of the Surety under Paragraph 4; and
Uquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused
by delayed peñormance or non-peñormance of the Contractor.
The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction
Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.
No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors,
administrators, or successors.
The Surety hereby waives notice of any change, Including changes of time, to the Construction Contract or to related
subcontracts, purchase orders and other obligations.
Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in
which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two
years after the Contractor ceased working or within two years after the Surety refuses or fails to peñorm its obligations under
this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of
limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable.
Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page.
When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construc-
tion was to be peñormed, any provision in this Bond conßicting with said statutory or legal requirement shall be deemed
deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated
herein. The Intent is that this Bond shall be construed as a statutory bond and not as a common law bond.
Definitions:
12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction
Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts
received or to be received by the Owner in settlement of insurance or other claims for damages to which the
Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the
Construction Contract.
12.2 Construction Contract The agreement between the Owner and the Contractor identified on the signature page.
including all Contract Documents and changes thereto.
12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to peñorm or otherwise
to comply with the terms of the Construction Contract.
12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived. to pay the Contractor as
required by the Construction Contract or to peñorm and complete or comply with the other terms thereof.
4.3
4.4
6.
6.3
7.
8.
9.
10.
11.
12.
END OF SECTION
CONSTRUCTION PERFORMANCE BOND
00611-2
~ Chubb
~ Surety
POWER
OF
ATTORNEY
Federal Insurance Company
Vigilant Insurance Company
Pacific Indemnity Company
Attn.: Surety Department
15 Mountain View Road
Warren, NJ 07059
Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York
. corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint---------------------------_m--------
Tom S. Lobrano, III, A.B. Lynch, Jr., James C. Congelio and Bradford W. Bush of Jacksonville, Florida-------------------------------------
each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver
for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail
bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or
alteration of any instrument referred to in said bonds or obligations.
. .
In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY
have each executed and attested these presents and affixed their corporate seals on this 28th day of February 2001
¡Lm/~ ~
Kenneth C. Wendel, Assistant Secretary
STATE OF NEW JERSEY ~ 55.
County of Somerset
/~Æ.7Yt~
Gerardo G. Mauriz, Vice President
On this 28th day of February ,2001. before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me
known to be Assistant Secretary of FEDERAL INSURANCE COMPANY. VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY. the companies
which executed the foregoing Power of Attomey, and the said Kenneth C. Wendel being by me duly sworn, did depose and say that he is Assistant Secretary of
FEDERAL INSURANCE COMPANY. VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the
seals affixed 10 the foregoing Power of Attomey are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies; and that he signed
said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with Gerardo G. Mauriz, and knows him to be Vice
President of said Companies; and that the signature of Gererdo G. Mauriz, subscribed to said Power of Attomey is in the genuine handwriting of Gerardo G. Mauriz,
. =~@_~A~~~- ~ ~
Notary Public
CERTIFICATION
Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY:
"All powers of attomey for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either
by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant
Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature
of each of the following officers: Chairman. President. any Vice President. any Assistant Vice President. any Secretary, any Assistant
Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to ~y certificate relating thereto
appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other
writings obligatory in the nature thereof, and any such power of attomey or certificate bearing such facsimile signature or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached."
I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC
INDEMNITY COMPANY (the "Companies") do hereby certify that
(i) the foregoing extract of the By-Laws of the Companies is true and correct,
(ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of
Columbia and are authorized by the U. S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U. S.
Virgin Islands. and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island;
and
(iii) the foregoing Power of Attomey is true. correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this 9 t h day of Ma y
, 2001
Úc U-q
Kenneth C. Wendel, Assistant Secretary
.
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF
ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY
Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: suretv@chubb.com
.
.
.
BOND NO
8183-47-14
SECTION 00620
CONSTRUCTION PAYMENT BOND (FLORIDA PUBLIC
WORKS PROJECTS)
CONTRACTOR:lndian River Industrial Contractors, Inc. SURETY: FEDERAL INSURANCE COMPANY
Name
P.O. Box 23026
Jacksonville. FL 32241-3086
Name
15 Mountain View Road
Warren, New Jersey 07059
Address
Prtndpal Place 01 Business
OWNER:
City of Clermont
Name
P.O. Box 120219
Clermont. FL 34712-0219
Address
Prindpal Place 01 Business
CONSTRUCTION CONTRACT
Dare: April 11,2001
Amount:$6, 547,200.00 INCLUDING
Description: East Side WRF ExDansion
~nnont. Florida
Location
CHANGE ORDER NO.1 DATED APRIL 26, 2001.
BOND
Date (Not earlier than Construction Contract Date): May 9, 2001
Amount: $6,547,200.00 INCLUDING CHANGE ORDER NO.1 DATED
Modifications to this Bond Form:.
APRIL 26, 2001
CONTRACTOR AS PRINCIPAL SURETY
INDI~RfOf'¡'In'd~DUS"'I"L ~:~~~Z~>¡:~; (no. ~BI!II'Rr- ~ ';'P .....J.Corp. Seal)
Signature: - Slgnature~4-c
Name: ame: Tom S. Lobrano, III .
TiUe: TiUe: Attornev-in-Fact & Florida Resident
, Agent
Fumlsh bond In accordance with Florida Statute 255.05.
1. The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and
assigns to the Owner to pay for labor, materials and equipment fumished for use in the perfonnance of the Construction
Contract, which is incorporated herein by reference.
With respect to the Owner, this obligation shall be null and void If the Contractor.
2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and
2.2 Defends, Indemnifies and holds hannless the Owner from all claims, demands, liens or suits by any person or entity
who fumished labor, materials or equipment for use In the perfonnance of the Construction contract, provided the
Owner has promptly notified the Contractor and the Surety (at the address shown above) of any claims, demands,
liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and
provided there is no Owner Default.
With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indi-
rectly, for all sums due.
The Surety shall have no obligation to Claimants under this Bond until:
4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice 10 the Surety (at the
address shown above) and sent a copy, or notice thereof, to the Owner, slating that a claim is being made under
this Bond and, with substantial accuracy, the amount of the claim.
Claimants who do not have a direct contracl with the Contractor:
a. Have fumished written notice to the Contractor and sent a copy, or notice thereof, to the Owner, within 90
days after having last perfonned labor or last furnished materials or equipment included in the claim stating,
with substantial accuracy, the amount of the claim and the name of the party to whom the materials were
fumished or supplied or for whom the labor was done or perfonned: and
2.
3.
4.
4.2
CONSTRUCTION PAYMENT BOND
00620-1
.
.
.
"
5.
6.
Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of
fumishing the above notice any communication from the Contractor by which the Contractor has indicated
the claim will be paid directly or indirectly; and
Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address
shown on the signature page) and sent a copy, or notice thereof, to the Owner, stating that a claim is being
made under this Bond and enclosing a copy of the previous written notice fumished to the Contractor.
If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance.
When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take
the following actions:
6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the
amounts that are undisputed and the basis for challenging any amounts that are disputed.
6.2 Payor arrange for payment of any undisputed amounts.
The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any
payments made in good faith by the Surety.
Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the peñormance of the
Construction Contract and to satisfy.claims, if any, under any Construction Peñormance Bond. By the Contractor furnishing
and the Owner accepting this Bond, they agree that all funds eamed by the Contractor in the peñormance of the Construc-
tion Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's
priority to use the funds for the completion of the worlt.
The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the
Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under this
Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obli-
gations to Claimants under this Bond.
The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related sub-
contracts, purchase orders and other obligations.
No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the
location in which the worlt or part of the work is located or after the expiration of one year from the date (1) on which the
Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2 (c), or (2) on which the last labor or service was per-
formed by anyone or the last materials or equipment were fumished by anyone under the Construction Contract, whichever
of (1) or (2)" first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation
available to sureties as a defense in the jurisdiction of the suit shall be applicable.
Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page.
Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of
the date received at the address shown on the signature page.
When this Bond has been fumished to comply with a statutory or other legal requirement in the location where the construc-
tion was to be peñormed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed
deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated
herein. The intent is, that this Bond shall be construed as a statutory bond and not as a common law bond.
Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly
fumish a copy of this Bond or shall permit a copy to made.
Definitions:
15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contrac-
tor to furnish labor, materials or equipment for use in the peñormance of the Contract. The intent of this Bond shall
be to include without limitation in the terms -labor, materials or equipment- that part of water, gas power, light, heat,
oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering
services required for peñormance of the work of the Contractor and the Contractor's subcontractors, and all other
items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were
furnished. .
15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page,
including all Contract Documents and changes thereto.
15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as
required by the Construction Contract or to peñorm and complete or comply with the other terms thereof.
b.
c.
7.
8.
9.
10.
11.
12.
13.
14.
15.
END OF SECTION
CONSTRUCTION PAYMENT BOND
00620-2
,- -----.
---',
POWER
OF
ATTORNEY
Federal Insurance Company
Vigilant Insurance Company
Pacific Indemnity Company
Attn.: Surety Department
15 Mountain View Road
Warren, NJ 07059
~ Chubb
~ Surety
Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York
corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint---------------------------------------
. Tom S. Lobrano, III, A.B. Lynch, Jr., James C. Congelio and Bradford W. Bush of Jacksonville, Florida------------_m_-------------------------
each as their true and lawful Attomey-in-Fact to execute under such designátion in their names and to affix their corporate seals to and deliver
for and on their behalf as surely thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail
bonds) given or executed in the course of business, and any ínstrumenls amending or altering the same, and consents to the modification or
alteration of any instrument referred to in said bonds or obligations.
In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIAC INDEMNITY COMPANY
have each executed and attested these presents and affixed their corporate seals on this 28th day of February 2001
~c~
Kenneth C. Wendel, Assistant Secretary
STATE OF NEW JERSEY } ss.
County of Somerset
/~Æ.?ri~
Gerardo G. Mauriz, Vice President
On this 28th day of February ,2001, before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me
known to be Assistant Secretary of FEDERAl INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies
which executed the foregoing Power of Attomey, and the said Kenneth C. Wendel being by me duly swom, did depose and say that he is Assistant Secretary of
FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the
seals affixed to the foregoing' Power of Attomey are sl,lCh co!POrate seals and were thereto affixed by authority of the By-Laws of said Companies; and that he signed
said Power of Attomey as Assistant Secretary of said Companies by like authority; and that he is acquainted with Gerardo G. Mauriz, and knows him to be Vice
President of said Companies; and that the signature of Gerardo G. Mauriz, subscribed to said Power of Attorney is in the genuine, handwriting of Gerardo G. Mauriz,
and was thereto subscribed by authority of said By-laws and in deponents presence.
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MARIA CAUSE
"*' NJIic. 8118& at New Jener
No. 2183962
CaamII8IaD EIØeI NOr. 18. 2005
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. Notarial Seal
Notary Public
CERTIFICATION
Extract from the By-Laws of-FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY:
"All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either
by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant
Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature
of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant
Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto
appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other
writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. .
I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC
INDEMNITY COMPANY (the "Companies") do hereby certify that
(i) the foregoing extract of the By-Laws of the Companies is true and correct,
(ii) the Companies are duly 6censed and authorized to transact surety business in all 50 of the United States of America and the District of
Columbia and are authorized by the U. S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U. S.
Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island;
and
(m) the foregoing Power of Attorney is true. correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this 9 t h day of
May
2001
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.
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF
ANY OTHER MA TIER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY
Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com
Kenneth C. Wendel, Assistant Secretary
15-10-0225B (Ed. 4-99) CONSENT