WA9302A-SP 960528. North Texas Municipal
Construction Company, Inc.
SUBMITTAL NO. 04000-03 5614 Dyer St.
Dallas, Texas 75206
City of Coppoll 214/368-6880
Village Parkway Pump Station FAX 214/368-4950
"Certification Statement: By this submittal. t hereby
represcnL that [ have determined and verified all fieid
measurements, field constructions criteria, materials.
dimension::, catalog numbers and similar data and [
have checked and c~.ordinated each item with other
applicable approved Shop Drawings and all Contract
requirements.'
NORTH TE~S MUNICIPAL
"ONSTRUCTION COMPANY, INC.
i
· ~AKE CORRECTIONS NOTED
[] REJECTED [] R-EVISE AND RESUBMIT
[] SUBMIT SPECIFIED ITEM
Checking Is only for general conformance with the desl&m
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 iob site;
fabrication processes and techniques of construction, co-
ordination of his work with that of all other trades and
.performing his work in a safe and satisfactorY manner.
SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALLAS, TEXAS
CONSTRUCTION * SALES * SERVICE
~. "'.DALLAS CAST STONE CO., .'INC. - 4107 Hancock St. - Dallas, Texas 75210 -(214)428-8269
Contr.ctor H-'T- _T-,] Dgte
............... ~ .... ~1/~
, .:,, ............................ ~_ -
II
.,DALLAS-CAST STONE CO.', .iNC..- 4107 Hancock St. - Dallas, Texas 75210 -(214)428-626g
MTI
MASONRY TECHNOLOGY, INC.
May 20, 1996
North Texas Municipal Const. Co.
5614 Dyer Street
Dallas, Texas 75206
Attn: Bill Bigham
Re: Village Parkway Pump Station
Coppell, Texas
Type "S" Mortar Design
Gentlemen:
Our mortar for above grade use shall be Type "S" . Per ASTM 270 the mix shall consist of 1 part
Portland Cement, ~ to ~A part Hydrated Lime, and 4~/~ parts Sand.
If there are any questions or comments regarding this matter, please contact this office.
Sincerely,
MASONRY TECHNOLOGY, INC.
WTW/dw
xc: Submittal #2 File
MA,'L i,',G ,aDD~qE 55 S Ti~£ F 7 ~aD~n~'E S S ~' ~"
-E44~ PO BOX 280477 4101 SOUTH SHILOH ROAD MEMBE~ M~SON CON]R~TC:E
328-1039 DALLAS. TEXAS 7522E-9077 GARLAND. TEXAS 7504 1 ASEQg~TION OF AMERICA
MTI
MASONRY TECHNOLOGY, INC.
May 20, 1996
North Texas Municipal Const. Co.
5614 Dyer Street
Dallas, Texas 75206
Attn: Bill Bigham
Re: Village Parkway Pump Station Job No. M1262
Coppell, Texas
Mortar Mix Design for Grout
Gentlemen:
We propose to supply grout as required for this project per ASTM C476.
The fine grout shall consist of 1 part Portland Cement, no more than 1/10 part Hydrated Lime, and 2 ~
to 3 parts fine aggregate. The course grout shall consist of 1 part Portland Cement, no more than 1/10
pan Hydrated Lime, 2 ~ to 3 pans f'me aggregate, and 1 to 2 pans course aggregate.
If there are any questions or comments regarding this matter, please contact this office.
Sihcerely, ~//
MASONRY TECHNOLOGY, INC.
Project Manager
WTW/dw
xc: Submittal #3 File
M,llfLIIVG .t, DE~RESS STREET ~DDRESS
321-6443 RO. BOX 28~77 4101 SOUTH SHILOH ROAD MEMBER M~SON CONTRACTORS
~;~. (214) 328-1029 DALLAS. TEXAS 75228-9077 GARLAND. TEXAS 75~I ASSOCIAI~ON OF AMER:CA
Lox A!I® Adj usta bl
res . "lADDER TYPE' ~270
· AJlows construction .of interior wythe "-'-""
Ily
mason backu . -,
· Available mill galvanized, hot dip
galvanized, or stainless steel. Shod SpeCifiCCltiOrl facturea by HOHMANN & BARNARD, INC.,
· Rejnforcina f~r interior w~he Can be Where horizontal mortar joints do not Hauppauge, NY, or approved eCIUQI.
TNDARi5WEIGHT (9 ga. x 9 ga;~g align in composite, cavity or insulated *When ordering HOHMANN & BARNARD
RA HEAVY~3/16" 5iae i~oas x a. walls, or when interior wythe is to be con- EYE-WIRE, slate block width, cavity size,
Cross Rods), or SUPER HEAVY DUTY structed before exterior _wythe, reinforce- thickness of insulation (if any), and
(all 3/'16'). Eyes and Pinties are 3/q6" ment shall be LOXOALI. ,e~:)JUSTABLE brick width. Eyes are welded 16" o~.
did. standard. EYE-WIRE (truss or ladder type) as manu-
H & B recommends Type 3(:: ~, or Type 316 Stainless Steel
Rectangular Adjustable Wall Ties for maximum protection ag Jinst corrosion.
Adjustable Wall Tie
00MPLFTE 11E PiNTIE SECTION ~ S[-C110N ' '; ' ' '
~ 600 6' 325H 3~A' 275E 23~·
750 74' 475H 434' 275E 23A'
800 8' 325H 31~· 475E
800A 8' 525H 51A· 275E 23A'
950 94' 475H 4~' 475E 43,~'
1000 10' 525H 5~A' 475E 43,~'
Available mill galvanized, hot dip
galvanized. or stainless steel.
HB HOOK-IT- Adjustable Two Wythe Wall Reinforcement
· Reinforces both inner and outer - .:-' i;~..~ Hook-It-2 .. .
wythes and provides vertically -~ Reinforcement
adjustable ties between them. '- ~
~ nd t he
· Non-aligned bed joints are -, do no~ oS~.
compensated for, and telltale joint I~
variations are eliminated because
the masoO no longer has to force "'
brick under rigidly fixed reinforcing.
//;
· The box portion does not clog with ,
mortar and a certain ai'fiount of ~:
longitudinal adjustment is provided.
can be fevef!~cI to~ illcradled Odi-dltalc~l~y.
· Projecting box portions hold rigid -,
insulation in place while the hook ~B;~
holds it against the back-up. an
3/16" DIA. HOOKS
U 46'~°O'C' EaCh Way 6
inexpensive securing system.
· Labor savings more than make up up
for the slight additional cost of Reinforcemenl for Inner and outer wythes available
material... and you get a beHer In any combination of ladder or truss types,
job in addition. · Mill Galv./Hot Dip Gafv./Stainl~ss Steel
· q ga. or 3/q6" did. Side Rods ,
· 9 ga or 3/16" dia. Cross Rods J !-1/2"
· 3/I~'' did x 2" wide Boxes .s. Patent 3,964,22