HomeMy WebLinkAbout48909-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
ai P
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48909 Date: 2/14/2023
Permission is hereby granted to:
Biniaris, Antonios
443 Dogwood Ln
Manhasset, NY 11030
To: Construct accessory garage at existing single family dwelling as applied for, per ZBA
#7671 approval.
At premises located at:
673 Summit Dr Mattituck
SCTM # 473889
Sec/Block/Lot# 106.-1-44
Pursuant to application dated 11/16/2022 and approved by the Building Inspector..
To expire on 8/15/2024.
Fees:
ACCESSORY $212.00
CO-ACCESSORY BUILDING $50.00
Total: $262.00
Building Inspector
° TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
a. Telephone (631) 765-1802 Fax(631) 765-9502 lett ://www.sotitl oldtowrtn . o
Date Received
APPLICATION FOR IL II T
For Office Use Only
Mr
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PERMIT NO. Building S�
Ins ectoer. (dry
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Applications and forms must be filled out in their entirety. Incomplete
applications will not be ted. Where the Applicant is not the owner,an
PP accepted.
Owner's Authorization form(Page 2)shall be completed.
Date:1/21/22
OWNER(S)OF PROPERTY:
Name:Antohony Biniaris SCTM #1000-106-01-44
Project Address:637 Summit Drive
Phone#:917-993-0171 Email:biniarisa@gmaii.com
Mailing Address:443 Dogwood Lane, Manhasset, NY 11030
CONTACT PERSON:
Name:Eileen Wingate for Quiet Man Studio
Mailing Address:2805 west mill road, Mattituck, NY 11952
Phone#:516-818-9754 Email:eileen@quietmanstudio
DESIGN PROFESSIONAL INFORMATION:
Name:Condon Engineering
Mailing Address: 1755 sigbee rd. Mattituck, NY
Phone#: Email:condoneng@optonline.net
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: LEmrail:
DESCRIPTION OF PROPOSED CONSTRUCTION
IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated c=ost of Project:
❑Other
Will the lot be re-graded? lYes ❑No Will excess fill be removed from premises? [!]Yes El No
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BOARD MEMBERS Southold Town Hall
53095 Main Road . P.O. Box 1179
Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959
r�
Patricia Acampora office ll ocaclon:
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. �� � 54375 Main Road (at Youngs Avenue)
Nicholas Planamentos, 11 Southold, NY 11971
RECEIVED
http://southoldtownny.gov 6 p: 'I ` A -
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ZONING BOARD OF APPEALS S�E: 1 9 202
TOWN OF SOUTHOLD
Tel.(631) 765-1809 • Fax (631)765-9064
T.a out 6 1 "To wn Clerk
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF SEPTEMBER 15, 2022
ZBA FILE: #7671
NAME OF APPLICANT: Antonios and Stella Biniaris
PROPERTY LOCATION: 673 Summit Drive, Mattituck,NY. SCTM#1000-106-1-44
SEQRA DDETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
5S_U I*I;C 11�. C ( I Im"i a C MIIJISmI" AT " 'F CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued
its reply dated April 25, 2022 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETP,RMI NLAILQN: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated August 30, 2022. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department as well as the records available,
it is recommended that the proposed action is CONSISTENT with the LWRP policy standards and is therefore is
CONSISTENT with the LWRP.
PROPERTY F,A TSMESCO.IPT"ION: The subject property is a 25,608 square foot nonconforming parcel in the R-
40 Zoning District. The northerly property line measures 104.03 feet and is acUacehf to Sound Beach Drive, the
easterly property line measures 270.42 feet and the southerly property line measures 100.00 feet connected to a 7.5
foot Right of Way in the southwest corner of the front of the property which runs into Summit Drive, the westerly
property line measures 241.75 feet. The parcel is improved with atwo-story frame dwelling with an 8.2 ft. by 11.8
ft. frame shed located southeast of the dwelling as shown on the survey map prepared by Nathan Taft Corwin III, LS
and dated July 5, 2018.
l3A,S1� EBF A:PPLI ,(1 I?N: Request for Variances from Article III, Sections 280-15 and the Building Inspector's
March 22, 2022 Notice of Disapproval based on an application for a permit to construct an accessory in-ground
swimming pool and accessory garage at; 1) swimming pool is located in other than the code permitted rear yard; 2)
accessory garage is located in other than the code permitted rear yard; located at 673 Summit Drive, Mattituck, NY.
SCTM#1000-106-1-44.
Page 2, September 15,2022
47671, Biniaris
SCTM No. 1000-106-1-44
RELIEF RESOLI- 1^I : The applicant requests variances to construct an accessory in
swimming pool and
an accessory garage. The proposed accessory structures located on this nonconforming 25,608 square foot lot in the
R-40 Zoning District, are not permitted pursuant to Article III, Section 280-15, which states accessory building and
str-uc.tures shall be located in the rear yard. The proposed swinnming pool will be located ill tine side yard and the
proposed 14 ft. by 20 ft. accessory garage will located in the front yard as shown on Site Plan Drawings prepared by,
John J. Condon, P.E. and dated January 22, 2022.
ADDI rl(JNAI INI��:ORI�A l ION: A 252 foot long by 15 feet wide Right of Way connects the subject property to
Summit Drive and is shared access to other dwellings located behind lots fronting on the town road(Summit Drive).
to allow access to a Town Road. The natural topography allows for the homes to be tucked away as to not allow
properties to be seen by neighbors. During the Public Hearing the applicant and their representative were asked to
submit an engineered drawing showing the proposed location of a drywell for pool dewatering and runoff from the
proposed accessory garage roof. and the proposed location of the swimming pool pump and heater equipment before
a building permit can issue by the Building Department,
Immmm[NDINGS OF wl_A( 'I"/ REASONS
The Zoning Board ofAppeals held a public hearing oil this application on September h,2022. at which tirnc written
and oral evidence were presented. Based upon all testimony,docunnenntation,
personal inspection of the property
and surrounding neighborhood, sinalanther-evidence, thee. Zoning Board finds the f)llowing facts to be true.and
relevant and makes the following findings:
1. Town La", °267_b 3b � U� Grant of the variances will not produce an, undesirable change in the character of
the neighaborhood or a detriment to nearby properties T'he subject lot is located behind an adp"acent lot that fronts or,
Suraam it drive and is accessed by a 252 foot long Right: of Way that ensures the front yard of the property is not
visible to the street. Moreover, because of the steep topography in this area, tine aaaihacent neighbors lot is located
many feet lower in elevation, Consequently, no neighbor will be visuahiy affected by the proposed locations for the
posh on" accessory garage Other homes in tine CamnrnLill ity have installed irnwgr,ound swinnming pools and have also
dome~ renovations to their horrnes. Most homes also have accessory garages on their properties.
2. Town LaNy 267-b b .2 . The bernefia sought by the applicant cannot be achieved by sonic method, feasible
for the; applicant to pursue, other than an area variance. The size of the parcel is 25,608 square feet and more than
half"of"ilne property is located seaward or throe top of ra dramatic land-bluff that drops down to Sound Beach Drive on
the north side of the property. The dwelling is located approximately 20 feet from the top of the land-bluff leaving
only the side yard and front yard for the location of the pool and garage.
3. Town Law "267'-b b 3 The variances granted herein are mathematically substantial, each representing
ltyfl% relief from the code. However, the lack of a rear yard requires an alternative plan to utilize the side yard for a
small 12 ft. by 20 ft. in-ground swirnming pool and to locate the one-car garage in the front yard in the area where
the cxISLing Urivc vvay is located.
4. Town Law "267_b W 4 . No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. "l`owwn Law §i267-b(3)(1))(5)1 The difficulty has been self-created. The applicant purchased the parcel after the
or
limitations on the use of�the parcel under tint der theZoninhg ("ode in effect prior to or actual
t the time
knowledge of the
Zoning presumed
e of purchase.
w a
Page 3, September 15,2022
#7671, Biniaris
SCTM No. 1000-106-1-44
6. Town Law X267-b. Grant the requested relief is the minimum action necessary and adequate enable the applicant
to enjoy the benefit of an in-ground swimming pool and a one-car garage while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
R,ESC1l.., .IJ0N QF TFI 1 .Q: In considering all of the above factors and applying the balancing test under New
York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson),
and duly carried,to
GRANT the variances as applied for, and shown on Site Plan and Engineered drawings (Sheets 1-3) prepared by
John J. Condon, P.E. and dated January 19, 2022.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. Evergreen screening shall be planted and maintained as depicted on site plan prepared by John J.
Condon, P.E., dated January 19, 2022.
2. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line
or be contained in a shed type enclosure with a lot line set back that is in conformance with the
bulk schedule for accessory structures.
3. Drywell for pool de-watering shall be installed.
4. The applicant shall submit revised engineered drawings showing the location of the drywells for the
swimming pool and stormwater runoff from the accessory garage.
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree of nonconformity.
Airy devi ^tion from the variance(s) granted herein as shown on the architectural drawings, site plan and✓or survey
sited above, such as alterations, extensions, or demolitions, are not authorized ander thin application when involving
nonconforrnities under the zoning code, This action does not authorize or condone any current or future use, setback
or other jeature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
IMPORTANT TIME LIMITS ON THIS APPROVAL
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three
(3) years from the date such variance was granted. The Board of Appeals may, upon written
Page 4, September 15,2022
#7671, Biniaris
SCTM No. 1000-106-1-44
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)
year terms. IT IS TYIE PROPERTY OWNER'S RESP0NS1BlLfTY TO ENSURE C Mp"LIANCE
WITH THE CODE IU AIRED TIME F1 MF DESCRIBED HEREAN. Failure to comply in a
timely manner may result in the denial by the Building Department of a Certificate of Occupancy,
nullify the approved variance relief, and require a new variance application with public hearing
before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, and Lehnert. This Resolution was
duly adopted (4-0) (Member Planamento Abstained)
Leslie Kanes Weisman, Chairperson
Approved for filing 1 /2022
TOP OF BANK
4% i NORTH
Q�/ n JK / RETAINING WALL
l
f PROPOSED 12'x20'POOL `-
OCT 3.12Q'
s
/ CODE COMPLIANT FENCE F
O -
_ 6'x6'DRYWELL FOR 0 00.,
POOL EQUIPMENT `
W-W PLANTING BED
POOL EQUIPMENT
EXISTING 2STORY PROPOSED1Vx20'GARAGE Dep' OI Y r[7rt1 E3A
♦ H `" D Phial reviearaed doourrTris
CO MPL1ANT GD C()t IPLiAN 6A F=1
GATE RETAINING WALL
GA e ° d Qa ° Date: �I
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\
D
D
d tF
y ♦ °ASPFI�LT 6RIVEWAY
p 3'-0"PLANTING BED
11CP. D
D Enclosures
As shown the area around the pool will be
p
♦ enclosed with a 46"high fence
♦ Thegags to the Pool area are to be self closing with latches on the fer'or
t side of the gate at minimus of 40"above grade. All gates are to be egiped
with locks thk prevent access when the pool is not in use.
♦ 06
\ o Doors in the building that provide mss to the pool area are to be equiped
\�3 ♦ 5�' with audible alarms whisk will be activated when the door or screens are opened.
Pool
d P Pneumatically Installed comete(Gu ite). The mix proportion usedfor gtMiting are 1:3
♦- and 1.4.5. This will generally have a water cement ratio of 0.30. A 1.3 mix will generally
have a water cement ratio of 0.30. A 1`3 mix will arrain a strength of 70MPa in the 7th day
D after application.
` €s 2 The and r are to be reinforced with No.3 Grade Deformed Bars CanknTning to
'♦ ° ASTM A615. The rebar is to to Installed vertically and horizontally ly in the walls with a spacing
�'�o t f 1 i1 €°' 5 v i i, lv'?.'. Ttaflour is ai be iWalled front W-back zna s wde to S`e.c lZ on cerder.
EXISTING 26'RIGHT OF WAY �O.
♦ 10
The pool is to be finished with a pool plaster finish.Color to be specified by owner.
0°'
PROPERTY LOCATED AT:
EXISTING DRIVEWAY PART OF 1 673 SUMMIT DRIVE,MATTITUCK,NY 11952
--
TOWN TOWN OF SOUTHOLD
REVISIONS:
APPLICATION BUILDING PETIT
o 673 SUMMIT DRIVE, MATTITUCK, IVY 11952
TOP OF BANK
00
NORTH
RETAINING WALL
O
b° PROPOSED 12'x20'POOL N
/ r
?O° z
3'-0"PLANTING BED
\ EXISTING 2 STORY a
\ FRAME HOUSE PROPOSED14WO'GARAGE
\ IN
RETAINING WALL
2 d ASPHALT&IVEWAY
3'-0"PLANTING BEDIN
'
\ �9` D `�°• ' SITE
a a 41
PLAN
r \ D PROJECT: 2021-002
\ OWNER: BINIARIS
DATE: JAN.19,2022
EXISTING 25'RIGHT OF WAY Ih° ? 00
\ d`� -
O ! ® SCALE: NTS
0� O,
SHEET NO:
\EXISTING DRIVEWAYPROPERTY LOCATED AT.PART OF boo r J�, 673 SUMMIT DRIVE,MATTITUCK,NY 11952
15'RIGHT OF WAY q ✓ TOWN OF SOUTHOLD
COUNSITE PLAN STATE O OFSUFF K
R
STATE OF NEW YORK
DISTRICT:1000 SECTION:106 BLOCK:1 LOT:44
1
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REVISIONS:
W
NEWS"P.C.
FOUNDATION WALL J N
UPON 12"x 18" C Lf)
CONTINUOUS FOOTING C Q W
OST DOWN TO FOUNDATION Q. !"
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NEW4"P.C.SLAB 0.\
W/VAPOR BARRIER--' M x -
ON 4'CRUSHED STONE N_ NEW 2" 10"R.R. 7
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NEW GARAGE o
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LECTION —SECTION A A
� N _
= ' /NEW 2'x10'R.R.
H7
2 2"x12"HDI
O•C_ /t-.--S O.C. OST DOWN TO HEADER - 4
14' 14' �R`�0 FS310Ci'ry�
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GARAGE
{
PLANS
FOUNDATION PLAN GROUND FLOOR PLAN ROOF PLAN
PROJECT: 2021-002
DRAWN BY: RC
OWNER: BINIARIS
4 i
j DATE: JAN 19,2022
SCALE: 4'=V-0"
i SHEET NO:
,i
REVISIONS:
TOWN OF SOUTHOLD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
NEW 2"x10"RIDGE BEAM GROUND W!ND SEISMIC SUBJECTTO DAMAGE FROM YNNTQt ICESHIEtD FLOOD
NEW ROOF SNOW SPEED DESIGN WEATHERING FROSTUNE TERMrrE DECAY DESIGN UNDEIUYMENT HAZARDS
ASPHALT SHINGLE ROOF .LOAD MPH) CATEGORY p TEMP. REQUIRED
VAPOR BARRIER 12 NOTE:ROOF PITCH TO
J"PLYWOOD MATCH EXISTING HOUSE ZOPSF 140 8 SEVERE 39 1" S•M 11 YES NONE
2"x 8"@ 12"O.C.
R-19 BATT INSULATION 'DESIGN CRITERIA BEING USED. 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE AND
2020 UNIFORM NEW YORK STATE CODE SUPPLEMENT
NEW EKE WALL.TYP
SIDING TOMATCH EXISTING HOME Foundation Notes:
VAPOR BARRIER
t PLYWOOD The contractor is to verity all measurements in the field and any discrepancies are t0 be brought to the Engineer prior to
2"x 6"WOOD STUD NEW GARAGE construction.
R-21 BATT.INSULATION
SHF_ETROCIC -C3 1-All concrete 4,000 psi after28 days minimum.
2-All rebar ASTM A-615 Grade 60. LU
EXTERIOR 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3'
4"REINFORCED CONCRETE below grade unless indicated otherwise. >
GRADE--ISLAB WPTH VAPOR BARRIER 1
4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted.
5-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves ' CM
' and other penetrations prior to pouring concrete. O Q
i CRUSHED S70NE FlLL 6-Install isolation joints along foundation walls and at column and other floor penetrations. O. r
OMPACTED EARTH 7-Installed contraction joints in the cellar floor slab every 18'minimum. C-6
"FOUNDATION WALL ON 8-Foundation excavation is not to be back filled prior to the Installation of the floor framing. W Z
I"X18'CONTINUOUS Ve
FOOTING 9-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of a Y
SECTION A maximum dry density.
10-Fallow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R.Use Air-Entraining
admixtures per ASTM C260,AASHTO M154 or Water Reducing and Set-Controlling Admixtures per ASTt1A C494,
AASHTO M 194 Only.Do not use Calcium Chloride or other corrosive type admixtures
Lu (�
NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2018,PAGES 149AND193 Z
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H BINIARIS RESIDENCE 1755 Sigsbee Road pwG:No.
673 SUMMIT DRIVE Mattituck, NY 11952 4
NIATTITUCK,NY 11952
REVISIONS: �gqol
APPLICATION FOR BUILDING PERMIT APR.24,2024
A AMEND ENT
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COUNTY OF SUFFOLK, F
STATE OF NEW YORK
SITE PLAN DISTRICT:1000 SECTION:106 BLOCK:1 LOT:44
REVISIONS:
APR.24,2024
0
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+ NEW 2"x6"SILL
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DATE: JAN 19,2022
FOUNDATION PLAN GROUND FLOOR PLAN ROOF PLAN '' '
BALE: 4"=1'-0"
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REVISIONS:
TOWN OF SOUTHOLD TABLE R3012(t) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA APR.24,2024
3 NEW 2'x 10'RIDGE BEAM
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NEW RDOF SON SPEED DESGY YIcATHEmNG FROSTU)•E TERISTE DECAY CESGN Ut3ERIAY1,04T HAZARDS
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DESIGN CRITERIA BEING USED: 2020 01TERNATIONAL RESIDENTIAL BUILDING CODEAND
2020 UNTORh1 NEWYORK STATE CODE SUPPLEMENT
NEW EXT.WALL.TYP
SIDING TO MATCH
EXISTING HOME I Foundation Notes:
VAPOR BARRIER
4 PLYWOOD NEW GARAGE The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to
2"x e"WOOD STUD construction.
R-21 BATT.INSULATION
SHEETROCK 1-All concrete 4,000 psi after 28 days minimum.
2-All rebar ASTM A-615 Grade 60. W
EXTERIOR
3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3'
GRAD SEE DETAIL ON PG 2 below grade unless indicated otherwise.
4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. �N
5-The foundation contractorshall coordinate with the plumbing and electrical contractors relative to installation of sleeves '� ii� LO
~ and other penetrations prior to pouring concrete. 0 Q Il0
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a'CRUSHED STONE FILL 6-Install isolation joints along foundation walls and at column and other floor penetrations. a r
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ACTED EARTH 7-Installed contraction joints in the cellar floor slab every 18!minimum. 06
v 8-Foundation excavation is not to be back filled prior to the installation of the floor framing LU Z
9-Ball along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of Q
SECTION A maximum dry density. � 0
10-Follow coldweather concrete treatment relative to add mixtures in accordance with ACI 212.313.Use Air-Entraining 0
admixtures per ASTM C260,AASHTO M154 or Water Reducing and Set-Controlling Admixtures perASTM C494, 0
AASHTO M 194 only.Do not use Calcium Chlorine or other corrosive type admixtures
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