WA9302-SP 960412SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS
DALLAS, TEXAS
tgun Corporation
Ele Teal Road
Wake~ MA 01880-1292
arlsl
Re: City of Coppell
Village Parkway Ground Storage Res. No. 2
We are transmitting herewith 4copies of the submittal data furnished by you.
follows:
Date: April 12, 1996
These copies have been reviewed and marked as
Explanation
Submittal No. No Make Revise Submit
No. of Exceptions Corrections and Specified
Copies Dwg. Description Taken Rejected Noted Resubmit Items
21 7 Saf-T Climb Device XX XX
22 7 Brick and Mortar - Data Sheets XX
Remarks: The no exceptions taken classification to the Brick and Mortar submittals is contingent upon the submittals reflecting
the bricks and mortar that the City selected f~om the test panel at the job site.
//
By copy of this letter we are returning 2 copies of the submittal to Mr. Larry Davis, City of Coppell.
By:
Matt Hickey, E.I.T.
Checking of shop drawings by Shimek, Jacobs & Finklca is only for general conformance with the design conCept of the project and general
compliance with the information given in the contract documents. Any action shown is subject to the requirements 'of the plans and specifications.
Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of
construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner.
APR
0 9 1998
This is to advise that Eureka Brick & Tile Co- does have a record of
satisfactory performance in the manufacture of:
Blend # 38 Modular Face Bdck
over a period of not less than 2 years and which will be supplied to:
For use in:
Masonry Technology
4101 Shiloh Road
Dallas, Texas 75228
Coppell Pump Station
1101 Village Parkway
Coppall. Texas
We further advise the the above mentioned product does comply with all the
requirements of the following applicable specification.
Signature's Title
Sworn to efore me by y'h;f~f~', X/~'~-- ~x' d-M-
Notary Public in and for Dallas County, State of Texas.
My commission expires :_ ~'-//-~
liiOllltl IIIg!l, HIPIll
Iill GIllILL Illif Ill
!14-Ill,TIll
rll IIl, lirfllt4
'f~NO EXCEPTION TAKEN [] MAKE CORRECTIONS NOTED
REJECTED E2] REVISE AND RESUBMIT
~, SUB%,11T SPECIFIED ITEM
Che,'!'::-~ % o7!'/re- ~:,~'~' '~-fi conformsrice w][h the design
c',3~, o{ ~h,- ::.r:,:{, :: :'~:'j ,~ssr:~r:~ co~p',iango with the
+: -~ ,.c~,:nr,~;2nt~. Any action
~-;:~ ',',:L' '~ : ~, :~ :": ~""
E'.~c v/~: :'~"-tC'':: :'2" "'::' fst,~,~;--,,~:r~'s of the plans and
. ,2, J,~T,:,_~,r ~; F3~,p~3~..,:.jb',o for; d~mensions
w; ; ';~ ~ ~ ~: ,:,~;,.F~.,:.:~ :~5] c~rre~st~'d at the lob site;
, .., 2: ~%, .oc~ r~ c~ues of coRs~,ruction~ co-
fcSh" ;:'~ ;-
ar-j-~:;'~ ;E .-~:~ v/'3rk ,,,,,;Lh ~hat of al', o'Sher trades and
perio~r~mg i~is: '?,,'Cr~ ~3 a sais and satis:factory manner.
CONSULTING ENGINSERS DALLAS, TEXAS
LONG $LPPL¥ C(;~IPANY
~^."Z/7 o2
ATTN; I}AVE FOWI. ER
Fax; 748-3010
JOB: 6J) MG WATER STORAGE TANK, COPPEn, TX
~RY CON"F.: MASONRY TECHNOLOGY, INC.
TIMe iS I0 eerlly Ihel Wee TXI Type UII Low Alkali Cement produced at
the Midloean Camenl Plant meets ASTM C150 speeifia~ons for
TypelandTypellcemenm.
STATE OF: TEXAS
COUNTY OF:. Bj..tS
J.R, Oemns ,bekeJdulyswomdepoeesandsaya;thatheisChiel
Cleed~ ,,aTe IfNkaldes, INC., Cement Division, who prepared the
above repoft oe leele and Ihet the same is tmo and caTect.
,~lrdseOrolObll0temelNSgt!IdayOtAIXil, 1996.
~- C- COKE~
STATE OF TEXA$;
My Canwe. E~. 10f22~ '
....
0.4/09~PF~ '~9 ~6' '0~:-3.~I~H7483810
· ,-~=-,~=~ ~:,-,/,-M r~.f. ~ LA8 2146474998
LONG SUPPLY COI~,IY
INDUSTRIES, INC.
T DIVISION, 245 Ward noa~ Millothia n, TIXa.t
ATTN; DAVE FOWLER
Long Supply
Fax: 748-3010
dab: e,o Me wemr SaDre Tank, coppen, TX
Bin N,,Embe
Car Number ' '
Masonry Con[.: MeSonry Teohnology, Inc.
Tons
Date of Semptin~ ' i;eyu_ery. 1996 Monthly Average
SPECIF_~CA'TIONS }
,.. ,...:,,,, .,:.- ... ~ ... :...,~.~.,.,~ ',..:. '=': :, '!'j.,::': .':'::".:':. ,. GHEMiCAL~REQ~I~E~~ .. J:.AASH'FO
..... · ............
'Numlna CbNe. lamamum Percent
.ro~ Oxide, Maximum lawcent
MWmekle~lt, Maximum Perrot '
~ ~C3A ~M ~ ~),~~ Per~
Lm an '- ,in, .li!mflte Percent
6.0 6.0
6.0 6.0
6.0 6.0
3.0.
kslK, J41ddkl_rlMidlRI, MIJItifiHJnj IIhMI,IIIL 0:75 i 0.75
TrlcmclU~imte, MexlrmJm Percent ' 8 6
TOtlJ AIKIlie~, MIX, q(m (NI20 equiv.) ~ 0.60 J, 0.60
!i..-,-~!:...:...:~.=:::...-~.¥..!!,.-.,., .:~..::: i:=~.E..i:..~,,..~.~?:: ;ii:~ ;' ,..'::'*:,'!f~_,Y~:,e~.6lqf;.. ....
mNee ) ...==::=.;:=..
,(til~note, ~ Set, MInimum (Minutes)
Gillmore, Finn ~tt
Maximum Minutes)
vim. Mfnimum (Minutes)
InITial _Set IXimum (Minute8~
Air Conterrt, V01un~l' Mmdmdm Percent
Au_mueve Inpermon, MmUmum Percem
3 Day MinWnum Compreeelve eWesOrb, PSi
? De,/_ Minimum CompreMi_ve Strength, PSi
STATE OF TF. XA~
2t~0
400
60 , 60
600 600
4~ 4~
37i 315
1~ 12
0.80 0.80
1800 1800
2800 2800
SPECIFICATIONS
Portland Cement
Type I/!1 (Low Alkali)
A.S.T,M. 0150-95
A.A.S-H.T.O. M 85-911
J- R. Own > being auly sworn deposes ene says; met he Is Chief C nemasl of
Tex'es Indultries, INC-, Cement Division, who prepared the above report of Tests and
thet the saute is true encl correct.
PP'."Z/7 83
T;S'r
RESULTS
20.6
4,4
3-6
0.~
6
0.32
355
157
283
93
5
0.01
354S
4630
~LLIS COUNTY
i me this 9~ day of April, 1996.
· See Ab'rM C160 Teble ~, FeetnOte e.
e.t/egF~PR 0g 'gG 03:33pM74.B3010 LONG SLIPPLY COMPANY
zAa~lG LIme Corp.
Route 6 Box 682
New Braunfels, Texas 78132-5011
(21 O) 625-2327
April 9, 1996
6.0 MG Water Storage Tank
Coppe11, Texas
a Illlll~.m N/A
Masonry Technology, Inc.
Dallas, texas
NS'Z%S.TaLO~m Long Supply Company
Dallas, texas
m'S Zalll
:idame (kf~. eelrueful. lhla3momme, /.S~ll (2-207--91 (~nmslmpcoved 1992), Tyye I
ai~ L~ f4~ lllOQ · Lime, ArX2~ C-207-91 (reap~roved 199=), Type 8
1992 ), T3rpe BA
T}pBI8 ffJa~
04,/09~PR 09 '96 03:33P~48303.0
,I, PRODUCT NAME I Applicable Standards: SGS
Mortar Colors surpass the pig-
SGS Concentrated Mortar Colors ment requirements set forth by
"A", "H" and "X" Series
· '- MANUFACTURER
Solomon Grind-C3'em Service, Inc.
Office Address---P.O, Box 8288
Springfield, IL 62791
Shipping Address--4050 Color
Plant Road
Springfield, I L 62702
Phone: (21 7) 522-3112
(800) 624.0261
ASTM C-979 "Pigments for In-
telrally Colored Mortar/
Concrete". SGS "A", "H", and
· 'X" Series Mortar Colors have
been successfully tested in ac-
cordance with specifications de-
tailed in ASTM C-91 and ASTM
C-270. Tests were performed in a
commercial Type S masonry ce-
ment as well as a Type S portland/
lime mix. All colors exceeded the
PEOo
to editoriN sWle pres~'fbed by
The Construction
Ins~tule. The mafiutac~uref is
responsible |Or technical
Application: A mechanical
mixer should be used and suf-
FAX: (21 7) 522-3145 28 day, 1800 psi strength require- ficient mortar should be mixed at
ment. Test results are available one time that can be used within a
3- PRODUCT DESCB!IfflON upon request- two-hour period- To provide uni-
Bulc Use: 5435 Mortar Colors Limitations: To avoid strength form color andh workability, a
are pure mineral pigments de- reduction, do not use more color sound method is to load the
signed to be used with all cemen- than 10% of the total weight of the mixer as follows:
titious material whether it may be cementitious materials. This in- · Load )/, amount of water-
a Type N, S, M or O strength · eludes the combined weight of · Load ~ amount of sand-
masonry cement or portland and the hydrated lime and portland · Add masonry cement or port-
llme mixtures. The premeasured cement utilized in a portland and land and lime mixture-
unit concept of SGS colors pro- lime mortar mix. · Add the appropriate number of
rides uniform color control with SGS color units to the mortar mix.
the flexibility of utilizing local 4, TECHNICAL DATA · Slowly add balance of sand and
masonry and/or portland and lime Performance Properties: Each water, running machine for 5
cements to achieve the proper SGS color exceeds the require- minutes or more, until a uniform
strength and mix design for brick, ments set forth by AS M C-979 color and desired workability is
block, stucco or stone unit con- "Pigments for Integrally Colored achieved.
struction. Mortar/Concrete." SGS colors are The exterior mortar ioints
Composition and Malefinis: each inert, stable to atmospheric should be tooled and care should
SGS colors are products of pure conditions, sunfast, weather re- be taken not to overtool the mor-
natural and/or synthetic iron ox- sisrant, alkali resistant, water in- tar joints whic may darken the
ides which are finely milled soluble, and free of deleterious appearance of the mortar joint.
(95-99% minus 325 mesh) and fillers and extenders. Water consistency should be
blended under strict quality con- PhysicalP, operlies; Depending maintained throughout the iob-
trol procedures producing uni-
form and consistently strong
tinting strength colors.
Packaging: All SGS Con-
centrated Mortar colors are pack-
aged in sealed unit bags, An "A'
Series case contains 6 unit bags,
The "H" Series case contains 12
unit bags, and the "X' Series con-
rains 18 unit bags, Each case con-
tains enough COlor to lay
approximately 900 (-A")o 1nO0
(*'H'), and 2700 ("X") standard
size brick respectively using a ~"
mortar joint, Each unit bag is
clearly identified with color
name, number, weight, plus
complete mixing instructions,
Color Range: SCS offers a wide
color spectrum with 'A," "H' and
"X" Series Mortar Colors. !n addi-
tion, SCS can develop precise
custom colors to compliment the
broad range ot color shades
found in brick, stone or colored
block.
upon SGS color index name and
color number, the fineness of
each ranges from 95-99% minus
325 mesh.
General Formula: Fe2Oa+ H20
Particle Shape: Equant
PH: 6.5 to
S, INSTALLATION
Preparatory Work: 5G5 color
unit packaging eliminates all job-
colors, thereby
color control for each mortar
batch. In addition, the SGS "color
unit" concept allows accurate
color control regardless of the
type strength and mortar mixture
utilized. As detailed in Table 1,
select the proper ASTM C-270
masonry mix design ot Type N, S,
M or O compressire strength for
the masonry unit construction.
Then, depending upon the
masonry mix design, select the
appropriate SGS color and specify
the number of "A," "H," or "X'
Series color units.
The more water the lighter the
color. Ratetapering of colored
mortar with the addition of water
should be avoided.
Speci~efs Note: If cleaning of
the new brick is required to re-
move masonry smears and/or
efflorescence, the cleaning oper-
a/ion should be undertaken after
the colored mortar has sufficient-
h/cured (generally 7 to 14 days
after masonry installation). See
Section 8, MAINTENANC[ for ad-
ditional information.
6, AVAILABIUTT AND COST
Availabilily: SGS colors are
readily available from stocks car-
fled by an extensive network of
building material dealers
throughout the United States and
Canada. SGS dealers are also
backed by reliable 24-hour factory
services in processing and ship-
ment of orders.
Cost: Retail costs for 5GS colors
are es(ablished by stocking or dis-
tributing building material dealers
841130
0¢/09APR 09 '96 03:34PP17483010
'only. ~:urthermore, the cos1 fort~ TaMe I
color'e.d masdnry is determined ~sp~aRcAnoNroe.o~T~e
by the color and color shade de- u~ k~mw c~ k.~.k. e~ '
sired.
7. WAIRANIT
Solomon Grind~::hem Service,
Inc. warrants that their produ~
conforms to the description and
standards as stated on the prod-
uct IMPaging (specific product
literature). If properly mixed and
applied, SGS warrants the con-
centrated toorut color to be uni-
form, l/reproof and sunfast. The
exclusive remedy of the user or
buyer and the limit of the liability
of this company shall be the pur-
chase price paid by the user or
buyer for the quantity of the SCS
product involved.
The primary source of mainte-
nance for colored masonry is
caused by the formation of a
usually white coloration film (sol-
uble salts) on the surface, com-
monly called efflorescence. One
of the necessary conditions for
the occurrence of efflorescence is
the presence of moisture in the
mamnry assembly. The cause of
efflorescence has been linked to
soluble salts present in the
masonry malerids and water that
migrate to the surface primarily
during the curing INxx:ess. Since
the necessary conditions for the
occurrence and reOCCUrrenCe of
efflorescence is the presence of
moisture-in the masonry as-
sembly, the following ste s
should be followed to inhibit
occurrence:
with a strong waterproof tarp at
the end of each day.
· The designing should include
proper planning for detailing and
flashing to prevent penetralk;n of
wind driven rains an~ allow
proper drainage.
· A~oid cleaning of the masonry
wall with add whenever possible,
in th~ cement, allowinB water
penetration and weathering.
In the event that cleaning is re-
quired to remove mason stajns.
and efflorescence, the ~reaning
operation should be undertaken
after the colored mortar has suf-
ficiently cured (generally 7 to 14
LOhl~ SLIPPLY P.~3MP~NY
Islemen! mman~
PILgMED IMSONII' CEAIEN~
(MI'M C!I)TI~N,S. orM
One 70~0 Ib. I~ mas~nq, cement
r~ad (ASTM C1e4)
eOllt.ANO C~MENT--.UME MOaTAWe
Triton (TM Nil
One N It;. I~ Ionland eemeN
(MTM C150)
One SO Ib. I~ hydraled llme
(2~. plus si, cubic ft. 9nd
(ASTM CI4d)
lyl~5(1B!mll
Two g4 Ib. bqs portland ccmem
(ASTM CIS0).
O~ cn Ib. b,~ hydraseal lime
C20~, plus nine cubic h. uncl
OR
Ohe N rb. ba~ p4~l~l cet~-m
(,~'TM Clso),
Tw~ 70 Ib. I~s maonq, ~em~n! type 1
f/gTM C~I), plus n/Ire cubic ~t,
r.~ft)4 CN4)
Two ~ Ib. bals poreand emem
IAST~ CISO)
25 Ib,. hydri~d hme (AS'rM
plus six cubJc ft. saqd (ASTA4 CIM)
OR
One 94 Ib. bag portland ceme~l
U~TN
gee 70 Ib. biB lye 1 marrarity camera
IASTM C91), plus ~x cubic it, sand
(ASTM CI44l
Tge 0 ~ Nil
One JIb- ba~ portlard tempt
[ASTM
TwO SO [b. bags hydmeed lime IASTM
C207% plus hine cubic ft. sand
(ASrM Ci44)
days after the masonry installa-
tion). A commercially prepared
"proprietary" masonry cleaner
such as Vana Trol by ProSoCo or
equal should be applied at manu-
facturer's suggested dilution con-
centration. Cleaning too quickly
and/or using muriatic add or a
highly concentrated masonry
cleaner will cause a degradation
of the surface mortar with the
consequential release of color
pigments from their masonry
bond, and with the result of leav-
ing a porous exposed sand sur-
face with a li hter colored mortar
joint. Insufficient or irre uJar
washing down can pro~iuce
streaky or blotchy areas in the
masonry wail. A thorough wash
down with water is important to
remove all cleaning agents that
have been applied.
9- TECHNICAL SfRVIC./..S
Color eat and/Halch-
vice Laboratory is available at no
A;Felaisfe eu~bgr el $C,S Celee m eo beNled
wiOi iheeOdarntis,
'A' Serial Celor "H" ~ Cdof , "X" Sefles COkM'
Of~t "A" Unit O~ "H" Ueit On~ "X" UQR
Two "A" Until T~ "H" Units Two "X" Unlu
Three "A" Unils Three "H" Units Three "X" Units
The~ "A" Uetll$ Three "H" Units Three "X" Unils
Thret °'A" Units Thee "H" Un;ls 'r~ref "X" Uniti
TwO "A" Uni~ Two "H" Units T~,o "X" Units
l/lee 'A" UniU Thr~ "H" U~iLs Three "X" Uail;
charge to provide expert color as-
sistance for your color needs.
Please write or call the SG5 Color
Laboratory and indicate the
masonry mix design aJon8 with a
sample or representation ot the
desired color that is To be pro-
duced.
Samples: Samples of SC5 "A',
· 'H", "X" and special blended
mortar colors are available both
for constructing job mock-up
panels and/or in convenient mor-
tar color channels, Architectural
Mortar Color Kits displaying SGS
"A" and "H" or "H" and "X"
Series Mortar Colors are available
upon request in standard Type N
masonry cement or equivalent
portland and lime mortar mix,
10. FLUNG SYSTEhtS
Electronic SPEC-DATAe
5PEC-DATA® II
Sweets Architectural FiJe Section
04100/$0
SCS Architectural Catalog 4
Masonry
2-91-2404