Submittal Documents

Updated 7/2012

Product Guide Specification – Cast Stone Masonry (4720)

Part 1 General

1.1. Section Includes - Architectural Cast Stone

Scope - All labor, materials and equipment to provide the Cast Stone shown on architectural

drawings and as described in this specification.

o Manufacturer shall furnish Cast Stone covered by this specification.

o Installing contractor shall unload, store, furnish all anchors, create all anchor points

including grooves/slots/dowel holes etc. (in each stone), install/set, patch, clean/wash and

seal (optional) the Cast Stone as required.

1.2. Related Sections

Section – 01 33 00 – Submittal Procedures.

Section – 04 05 13 – Masonry Mortaring.

Section – 04 05 16 – Masonry Grouting.

Section – 04 05 19 – Masonry Anchorage and Reinforcing.

Section – 07 90 00 – Joint Protection.

1.3. References

ACI 318 – Building Code Requirements for Reinforced Concrete.

ASTM A 185 - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete.

ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet-Steel Bars for

Reinforced Concrete.

ASTM C 33 – Standard Specification for Concrete Aggregates.

ASTM C 150 - Standard Specification for Portland Cement.

ASTM C 173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volume

Method.

ASTM C 231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure

Method.

ASTM C 260 - Standard Specification for Air-Entrained Admixtures for Concrete.

ASTM C 270 - Standard Specification for Mortar for Unit Masonry.

ASTM C 426 – Standard Test Method for Linear Shrinkage of Concrete Masonry Units

ASTM C 494/C 494M - Standard Specification for Chemical Admixtures for Concrete.

ASTM C 618 – Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as

a Mineral Admixture in Concrete.

ASTM C 666 – Standard Test Method for Resistance of Concrete to Rapid Freezing and

Thawing.

ASTM C 979 - Standard Specification for Coloring Pigments for Integrally Pigmented Concrete.

ASTM C 989 – Standard Specification for Ground Granulated Blast-Furnace Slag for Use in

Concrete.

ASTM C 1194 - Standard Test Method for Compressive Strength of Architectural Cast Stone.

ASTM C 1195 - Standard Test Method for Absorption of Architectural Cast Stone.

ASTM C 1364 - Standard Specification for Architectural Cast Stone.

ASTM D 2244 – Standard Test Method for Calculation of Color Differences from Instrumentally

Measured Color Coordinates.

Cast Stone Institute® Technical Manual (Current Edition)

1.4. Definitions

Cast Stone - a refined architectural concrete building unit manufactured to simulate natural cut

stone, used in unit masonry applications.

o Dry Cast Concrete Products – manufactured from zero slump concrete.

Vibrant Dry Tamp (VDT) casting method: Vibratory ramming of earth moist,

zero- slump concrete against a rigid mold until it is densely compacted.

1.5. Submittal Procedures

Comply with Section 01 33 00 – Submittal Procedures.

Samples: Submit pieces of the Cast Stone that are representative of the general range of finish and

color proposed to be furnished for the project.

Test results: Submit manufacturers test results of Cast Stone previously made by the

manufacturer.

Shop Drawings: Submit manufacturers shop drawings including profiles, cross-sections,

reinforcement, exposed faces, arrangement of joints (optional for standard or semi-custom

installations), anchoring methods, anchors (if required), annotation of stone types and their

location.

1.6. Quality Assurance

Manufacturer Qualifications:

o Manufacturer shall have sufficient plant facilities to produce the shapes, quantities and

size of Cast Stone required in accordance with the project schedule.

o Manufacturer shall submit a written list of projects similar in scope, along with owner,

architect and contractor references.

Standards: Comply with the requirements of the Cast Stone Institute® Technical Manual and the

project specifications. Where a conflict may occur, the Capital Cast Stone Product Guide

Specification shall prevail.

Mock-up (As required in architectural drawings). Provide full size unit(s) for use in construction

of sample wall. The approved mock-up shall become the standard for appearance and

workmanship for the project.

Part 2 Products

2.1. Architectural Cast Stone

Comply with ASTM C 1364

Physical properties: Provide the following:

o Compressive Strength - ASTM C 1194: 6,500 psi (45 Mpa) minimum for products at 28

days.

o Absorption - ASTM C 1195: 6% maximum by the cold water method, or 10% maximum

by the boiling method for products at 28 days.

o Air Content – ASTM C173 or C 231, for wet cast product shall be 4-8% for units

exposed to freeze-thaw environments. Air entrainment is not required for VDT products.

o Freeze-thaw – ASTM C 1364 (666): The CPWL shall be less than 5% after 300 cycles of

freezing and thawing.

o Linear Shrinkage – ASTM C 426: Shrinkage shall not exceed 0.065%.

Job site testing – One (1) sample from production units may be selected at random from the field

for each 500 cubic feet (14 m 3) delivered to the job site.

o Three (3) field cut cube specimens from each of these samples shall have an average

minimum compressive strength of not less than 85% with no single specimen testing less

than 75% of design strength as allowed by ACI 318.

o Three (3) field cut cube specimens from each of these samples shall have an average

maximum cold-water absorption of 6%.

o Field specimens shall be tested in accordance with ASTM C 1194 and C 1195.

2.2. Raw Materials

Portland cement – Type I or Type III, white and/or grey, ASTM C 150.

Coarse aggregates - Granite, quartz or limestone, ASTM C 33, except for gradation, and are

optional for the VDT casting method.

Fine aggregates - Manufactured or natural sands, ASTM C 33, except for gradation.

Colors - Inorganic iron oxide pigments, ASTM C 979 except that carbon black pigments shall not

be used.

Admixtures- Comply with the following:

o ASTM C 260 for air-entraining admixtures.

o ASTM C 494/C 495M Types A - G for water reducing, retarding, accelerating and high

range admixtures.

o Other admixtures: integral water repellents and other chemicals, for which no ASTM

Standard exists, shall be previously established as suitable for use in concrete by proven

field performance or through laboratory testing.

o ASTM C 618 mineral admixtures of dark and variable colors shall not be used in surfaces

intended to be exposed to view.

o ASTM C 989 granulated blast furnace slag may be used to improve physical properties.

Tests are required to verify these features.

Water – Potable

Reinforcing bars:

o ASTM A 615/A 615M. Grade 40 or 60 steel galvanized or epoxy coated when cover is

less than 1.5 in. (37 mm).

o Welded Wire Fabric: ASTM A 185 where applicable.

All anchors, dowels and other anchoring devices and shims shall be standard building stone

anchors commercially available in a non-corrosive material such as zinc plated, galvanized steel,

brass, or stainless steel Type 302 or 304.

2.3. Color And Finish

Match sample on file in architect’s office.

All surfaces intended to be exposed to view shall have a fine-grained texture similar to natural

stone, with no air voids in excess of 1/32 in. (0.8 mm) and the density of such voids shall be less

than 3 occurrences per any 1 in.2 (25 mm2) and not obvious under direct daylight illumination at

a 5 ft (1.5m) distance.

Units shall exhibit a texture approximately equal to the approved sample when viewed under

direct daylight illumination at a 10 ft (3 m) distance.

o ASTM D 2244 permissible variation in color between units of comparable age subjected

to similar weathering exposure.

Total color difference – not greater than 6 units.

Total hue difference – not greater than 2 units.

Chipping resulting from shipment/delivery and installation shall not be grounds for rejection.

Minor chips shall not be obvious under direct daylight illumination from a 20-ft (6 m) distance.

The occurrence of crazing or efflorescence shall not constitute a cause for rejection.

Remove cement film, if required, from exposed surfaces prior to packaging for shipment.

2.4. Reinforcing

Reinforce the units as required by the contract documents, safe handling and structural stress.

Reinforcement shall be noncorrosive where faces exposed to weather are covered with less than

1.5 in. (38 mm) of concrete material. All reinforcement shall have minimum coverage of twice

the diameter of the bars.

Panels, soffits and similar stones greater than 48 in. (600 mm) in one direction shall be reinforced

in that direction. Units less than 48 in. (600 mm) in both their length and width dimension shall

be non-reinforced unless otherwise specified.

Welded wire fabric reinforcing shall not be used in dry cast products.

2.5. Curing

A. Cure units in a warm curing chamber approximately 100ºF (37.8ºC) at 95 percent relative

humidity for approximately 12 hours, or cure in a 95 percent moist environment at a minimum

70ºF (21.1ºC) for 16 hours after casting. Additional yard curing at 95 percent relative humidity

shall be 350 degree-days (i.e. 7 days @ 50°F (10°C) or 5 days @ 70°F (21°C)) prior to shipping.

Form cured units shall be protected from moisture evaporation with curing blankets or curing

compounds after casting.

2.6. Manufacturing Tolerances

Cross section dimensions shall not deviate by more than ±1/8 in. (3 mm) from approved

dimensions.

Length of units shall not deviate by more than length/ 360 or ±1/8 in. (3 mm), whichever is

greater, not to exceed ±1/4 in. (6 mm).

o Maximum length of any unit shall not exceed 15 times the average thickness of such unit

unless otherwise agreed by the manufacturer.

Warp, bow or twist of units shall not exceed length/ 360 or ±1/8 in. (3 mm), whichever is greater.

Location of false joints and similar features – On formed sides of unit, 1/8 in. (3 mm), on

unformed sides of unit, 3/8 in. (9 mm) maximum deviation.

2.7. Production Quality Control

Testing:

o Test compressive strength and absorption from specimens selected at random from plant

production.

o Samples shall be taken and tested from every 500 (14 m3) cubic feet of product

produced.

o Perform tests in accordance ASTM C 1194 and C 1195.

o New and existing mix designs shall be tested for strength and absorption compliance

prior to producing units.

2.8. Delivery, Storage And Handling

Mark production units with the identification marks as shown on the shop drawings.

Package units and protect them from staining or damage during shipping and storage.

Provide an itemized list of product to support the bill of lading.

Part 3. Delivery, Storage And Handling

3.1. Examination

Installing contractor shall check Cast Stone materials for fit, finish, chips, texture and color prior

to installation. Do not set unacceptable units.

3.2. Setting Tolerances

Comply with Cast Stone Institute® Technical Manual.

Set stones 1/8 in. (3 mm) or less, within the plane of adjacent units.

Joints, plus - 1/16 in. (1.5 mm), minus - 1/8 in. (3 mm).

3.3. Jointing

Joint size:

o At stone/brick joints 3/8 in. (9.5 cm).

o At stone/stone joints in vertical position 1/4 in. (6 mm) (3/8 in. (9.5 mm) optional).

o Stone/stone joints exposed on top 3/8 in. (9.5 mm).

Joint materials:

o Mortar, Type N, ASTM C 270.

o Use a full bed of mortar at all bed joints.

o Flush vertical joints full with mortar.

o Leave all joints with exposed tops or under relieving angles open for sealant.

o Leave head joints in copings and projecting components open for sealant.

Location of joints:

o As shown on shop drawings.

o At control and expansion joints unless otherwise shown.

3.4. Setting

Drench units with clean water prior to setting.

Fill dowel holes and anchor slots completely with mortar or non-shrink grout.

Set units in full bed of mortar, unless otherwise detailed.

Rake mortar joints 3/4 in. (18 mm) in. for pointing.

Remove excess mortar from unit faces immediately after setting.

Tuck point unit joints to a slight concave profile.

3.5. Joint Protection

Comply with requirements of Section 07 90 00.

Prime ends of units, insert properly sized backing rod and install required sealant.

3.6. Repair and Cleaning

Installation crew to repair chips with patch materials furnished by manufacturer.

Saturate units to be cleaned prior to applying an approved masonry cleaner.

Consult with manufacturer for appropriate cleaners and recommended cleaning procedures.

3.7. Inspection and Acceptance

Inspect finished installation according to Bulletin #36.

Do not field apply water repellant until repair, inspection and acceptance is completed.

Statement of Qualification/Quality Control Checklist

Capital Cast Stone manufactures its products using various techniques and raw

materials to meet ASTM 1364 – Architectural Cast Stone. The finished products are comprised of the highest quality specified raw materials and exhibit the required physical properties as identified by the standard specification.

Cast stone fabricated by Capital Cast Stone is manufactured to meet and/or exceed the standard Cast Stone Institute specifications. Our production facility has been reviewed thoroughly to meet or exceed the requirements of the Cast Stone Institute having all aspects of our operation under review. Our findings were that our operation either met and/or exceeded the guidelines set forth by the Cast Stone Institute.

The following 5 pages are the results from the Cast Stone Institutes Quality Control Checklist.

Thank you, Troy A. Deppe tdeppe@capitalcaststone.com Visit us on the web! www.capitalcaststone.com

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Revised 3/2009

CSI plant certification shall not be construed as conferring or creating any claim, right,or remedy in customers/clients of the CSI member/producer, the general public, orany other third party nor creating any duty by CSI or the member/producer tocustomers/clients of the member/producer, the general public, or any other party.

The CSI plant certification program is not intended to and does not certify or warrantproducts of a CSI member/producer in any manner whatsoever.

Quality control is established when the architect selects the shapes, sizes, color and texture of theCast Stone and by project specifications and industry standards. The Cast Stone Institute has a commitment to establish a standard of quality that will be recognized and respected by the generalpublic. Cast Stone Institute producer members must be able to attain that standard on a consistentbasis.

The plant inspector should determine each of the following items. Each section will be gradedaccording to percentage of compliance. All mandatory items must be in place and the averagepercentage of compliance for all sections must exceed 80% to qualify for producer membership.Continuing members should exceed 90% compliance with these items, plus 100% of the mandatoryitems.

Categories:M - Mandatory 100%P - Primary 90%

Successful CSI Plant Certification will take place only if the plant obtains the following:

1. 100% of all the Mandatory items.2. 90% of the Primary items.

Personnel:The following are identified and maintained:

Person Yes NoA. Sales/Estimating � � MB. Drafting � � MC. Production � � MD. Quality Control � � ME. Delivery and Project Coordination � � M

Troy A. Deppe / Wayne Spalding / Shane HartKevin Koenig

Dallas FountainDallas FountainBrandon Benson

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Current Records: (less than (1) one year old)

Yes NoApproved Mix Design Requirements that meets or exceeds ASTM 1364. � � PApproved Shop Drawings. � � MMill/Test Reports-Reinforcing, Cement, Aggregates. � � MCast Stone M.S.D.S. � � MScales are checked and calibrated annually by a state licensed scale company(see state certification papers).

� � M

ASTM Certificates for All Materials: A. Cement (Meets C-150) � � M

B. Steel/Rebar/Other Applicable Reinforcing (Meets A-615) � � M

C. Aggregates (Meets ASTM-C33 except for gradation with monthly sieve analysis reports) � � P

D. Retain Monthly Sieve Reports for Last 24 Months � � P

E. Admixture (C-494, if required) � � P

F. Color Pigments (ASTM C979) � � M

G. Water (Potable) � � P

Test Reports and Data Requirements:

Yes NoPSI Minimum 6,500 (Independent lab tests at least every (6) months). � � MWater Absorption less than 6% (Independent lab tests at least every (6) months). � � MFreeze-Thaw Test Report (C-666-97) indicating compliance- within last 24 months.(Mandatory - effective 2009)

� � M

Current Industry ASTM 1364 Standards on file. � � M

CSI Industry Standards and Specifications on file. � � MProduct Data and MSDS Sheets on hand for all admixtures, release agents and chemicals used. � � M

Product Delivery Records are maintained. � � P

Product Inspection Records are maintained. � � P

Quality Control Testing:

Yes NoAs required by most current ASTM 1364, one (1) sample from every (500) cubic feet cast will betested to meet ASTM C1194 and C1195 in house or by a private lab and records kept - Last 6 Monthson File.

� � M

500 cubic feet In House testing - Records kept 24 months (exclusive of last 6 months). � � PAll new mix designs used in production of material, classified as Cast Stone, in accordance with mostrecent ASTM 1364 and CSI 4720, shall be tested for strength and absorption compliance prior to producing units.

� � M

General Plant Safety Requirements:

Yes NoAll CSI plants will be OSHA compliant per a letter of compliance from one of the following: � � M

1. OSHA consulting service2. Producer/Member’s Insurance Company.3. Local Safety and Health Independent Consultant

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Shop Drawings:

Yes NoAll dimensions and details are shown on shop drawings. � � MUnits are identified with a piece Marking system. � � MFinished surfaces are delineated by identifiable marks on all drawings. � � MReinforcing, if applicable, type, size, quantity and location are identified. � � MHandling/Lifting Devices, when shown (Type and Location). � � M

Samples:

Yes NoSamples are on file and in finishing area for all projects being manufactured. � � MAll samples clearly marked and readily identified. � � MSamples are easily accessible and available for Spot-checking, and mix designs on file. � � M

Raw Materials:

Yes NoNo Cross Contamination of Aggregates in bins consisting of walls and a floor. � � MAggregates and sands are checked for color, size and foreign material upon delivery againstexisting materials

� � P

Bulk cements are checked for type and color before being pumped into silo. � � PBag cement is protected from elements. � � MBag cement is stored clear of the ground. � � MRotate stock of bagged cements so oldest bag is used first. � � PControl Samples are kept of each raw material being used for comparison to new deliveries � � P§ Grade of reinforcing stamped and is verified at time of delivery. All reinforcing to begrade #40 or greater.

� � P

Batching Procedures:

Yes NoApproved Mix Designs are on file and posted or displayed at mixing station. � � MBatching methods are by volume or weight capable of consistency of 3% ± � � MProper mixing procedures are followed, moist aggregates, cement, water and admixtures asrecommended by manufacturer.

� � P

Check water content in mix by moisture meter or other consistent procedure for Dry Tamp,for Wet Cast. A slump/flow spread test is used for verification.

� � P

Mixers are clean and have adequate lighting and are in good, safe repair. � � MMixers are completely discharged after mixing before a new batch is begun. � � PMix is transported to final mold by means that prevent contamination. � � M

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Vibrant - Dry Cast Stone:

Yes NoEmployees are using short stroke bench rammers of adequate size and pressure to tamp earth moist mix.

� � M

All molds are checked dimensionally before filling with mix. � � MMolds are secured in all areas to maintain dimensions. � � M

Tampers must be aware of mix moisture conditions at all times, useable workingtime 60 minutes, max. No dry or re-tempered mix shall be used.

� � M

Tampers scratch between layers with a hand rake. � � M

Tampers place reinforcement after raking between layers. � � M

Tampers work in a straight back and forth overlapping pattern. � � M

Exposed sides of product appear as dense as the face of the piece. � � M

Bottoms of produced pieces are to be smooth even though they are not exposed. � � M

Finished edges are tooled, as needed, before sending stone into the curing area. � � MCuring is done in a controlled environment (kept at least 70 degrees F, per CSI 04 72 00-04). Steps are taken to keep freshly-made stone in a 100% moist environment for not less than12 hours after casting.

� � M

Wet Cast Stone:

Yes NoAll molds are sealed and made watertight by either using silicone caulk or foam tape or othersuitable sealing material.

� � M

All surfaces of molds in contact with the stone mix must be coated with a mold release agent. � � P

Stone mix is to be evenly placed in the mold, internal vibrator not to be used to spread mix. � � MAdequate vibration is to be used to consolidate mix in mold and to minimize air voids. � � MNon-Exposed areas of produced pieces are to be finished with a float or trowel so as to have a flat � � MSteps are taken to contain and keep in moisture during the curing process. � � P

Molds:

Yes NoMolds must be constructed as not to deflect or move during casting. � � MA qualified casting person checks all molds for correct dimensions prior to casting. � � MRemovable or Drafted sides are provided on all molds to prevent damage while demolding � � M

Finish:

Yes NoThe product finish is to be a fine-grained, or custom texture per CSI standard colorand finish specification.

� � M

Finish area has adequate equipment and lighting for handling, finishing and palletizingfinished stone.

� � P

Trowel marks or imperfections on finished surfaces are sanded or washed away. � � MAcid Etching when used is measured and placed in labeled containers with properPersonal Protection Equipment used by applicator.

� � M

Stones are identified by project number and adequately packaged to prevent damage in transit. � � M

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Finished Product Requirements:

Yes NoAll stones are checked dimensionally using approved shop tickets or drawings. � � MAll stones are checked against the sample for color and texture finish. � � M

Stone tolerances are checked according to CSI standards. � � MPiece marks are both visible and permanently marked on each stone and the outside of each pallet. � � MNo seams, tamp marks, patches, imperfections or air voids are visible from a distance of five feet indirect sunlight on any exposed side of the stone.

� � M

All stones are checked for soft edges, or soft tamping, ragged edges, visible cracks, or foreign matterin the face of the stones.

� � M

General Plant Requirements:

Yes NoPlant has sufficient heat to maintain a minimum 60 degrees. � � P

Plant has adequate lighting in all production and finish areas. � � P

Plant has sufficient storage room for at least one Month’s production within theconfines of plant premises.

� � P

All stones are palletized or properly stored off the ground and are marked clearly forquick identification.

� � M

Housekeeping is carried out through out the plant and storage areas are kept in aneat andorderly manner free of all debris.

� � M

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Test Data Summary ASTM C 1194

Compressive Strength = > 6,500 psi @ 28 days* Density = 140 lbs. per cu/ft.*

ASTM C 1195

Absorption % = < 6%* ASTM C 666

Freeze-thaw = < 5% after 300 cycles* Tolerance Adhesion

Variation from plumb = < 1/8” per 8’-0” lengths** Variation form level = < 1/8” per 8’-0” lengths** Variation in plane = < 1/8” when flush joint is desired** Variation in length = < 1/8” in identical units** Warping/Bowing = < 1/8”**

* = Three samples of identical material was tested and averaged to yield these results. ** = Dimensional tolerances are continually verified prior to manufacture and distribution. The following 4 pages include the results from the independent testing agencies. Thank you, Troy A. Deppe tdeppe@capitalcaststone.com Visit us on the web! www.capitalcaststone.com

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• Russell County Judicial Center

• 68 Bed Dormitory • Lawrence Co. Hospital • State Bank of Niantic

• 7th Street Garage • Memorial Hospital • The Flats on Main

• Advocate Health Center • Morton Fire Department Headquarters • The Flats on Osage

• BP Gas Station • Northern Illinois University - Cole Hall • Unity High School

• Cardinal Glennon • Northside and Center Street Schools • Vienna Grade School

• First Community Bank of Homer Glen • Southern Illinois Univ. - New Science Center • Wal-Mart

• Golden Rule Insurance Office Bldg. • Southern Trust Bank • Westminster Christian Academy

• Huntley Fire Station • Squadron Ops Facility - IL National Guard • West Washington K-12 Schools

• Hydes Park Animal Clinic • St. Mary's Good Samaritan Hospital

• Advanced Vet Care • Guion Creek Elementary School • Porter Replacement Hospital

• Avon Intermediate School • Hawk Creek School • Raghavan Residence

• Barnes & Noble • Henderson Residence • Scott Co. Career & Technical Ctr.

• Brownsburg Baptist Church • Indiana Masonic Homes • SIA Health & Wellness Center

• Buy, Buy Baby Retail Store • Indiana Wesleyan University Fieldhouse • South Minster Presbyterian Church

• Clinton Co. Schools • Jack in the Box - Fishers • State Hospital

• CSF Education Center • Jefferson Co. Courthouse • State Bank of Lizton

• CVS Pharmacy • Kroger - J427, J990 • Steeples on Washington

• Farm Bureau Insurance • Lebanon High School • St. Mary of the Assumption Parish

• Flat Rock • Lincoln Park - Highland Community Ctr. • Thompson Elementary School

• Fletcher Estates • Love's Country Store - Demotte, IN • Trailside on Mass. Avenue

• Frankfort WWTP • Marquette Park • Valparaiso Amphitheater

• Galveston Elementary School • McGowan Insurance Building • Whisper Ridge

• Gastroenterology Office Building • Menards - Lebanon, IN • Witham Memorial Hospital

• Geist Pavilion East Building • Meadowlake Medical Building

• Atkinson Fire Station • Avoca Streetscape Improvement

• 11th Street Retaining Wall • Good Shepherd Catholic School • Norton Commons

• 5/3 Bank - Okalona • Grand Oaks 5/Bridlewood Place • Norton Pediatrics

• 716 Unit Ops • Griffin Residence • NTS Retail Center

• Adena Springs • Harper Residence • Old Henry Crossing Office Bldg..

• American Urgent Care • Healing Place • Oldham County Water District

• Bailey Park • Hemlock Plant • Parkside Retail Buildings

• Bath Co. Health Department • Henry County Health Department • Perry Co. Elementary School

• Bellarmine University P3 & P4 • Homes of the Innocents • Pineville School

• Bowling Green Municipal Utilities • KCD School • Presentation Academy

• Bristow Elementary School • Keithshire Elementary School • Preston Miller Park

• Bullitt Co. Public Library • Kelley Construction Office Building • RCI - Ft. Campbell

• Cabbage Patch Settlement House • Kentucky Chamber of Commerce • Rowan Co. Library

• Cadiz United Methodist Church • Krauser Brown • Rowan Co. Middle School

• Campbell Co. Judicial Center • Kroger Fuel Center • Scott Co. Career Technology Center

• Carlisle County School • LaGrange Fire Station #1 • Shady Glen

• Carmicle Residence • Lewis Residence • Sigma Nu

• Cassidy Elementary • Lexus of Lexington • Springs Apartments

• Center for Women and Families • Liberty Elementary School • Sproutlings

Completed/Current Projects

ALABAMA

INDIANA

ILLINOIS

IOWA

KENTUCKY

• Christian County Middle School • Liberty Green Community Building • Sojourn Community Church

• Clark Regional Medical Center • Lindsey Wilson College - Residence Hall • Southern Middle School

• Cub Bank • Lindsey Wilson College - School of Nursing • St. James Catholic School

• Dr. Sims MOB • Magnolia Springs Assisted Living Facility • St. Lawrence Community Church

• EEMS • Marshall County Health Department • St. Vincent DePaul

• Elizabethtown Athletic Complex • Masonic Homes of Kentucky • Sunrise Senior Living

• Elrod Road Elementary School • McClesky Middle School • Taylor University - Euler Science Bldg..

• Fancy Farm Elementary School • McCracken High School • The Edge at Liberty Green

• Filmore Academy • Menifee Co. High School • Troop Dental P1 & P2

• Fort Knox HRC • Metcalfe Co. High School • University of Louisville - Brandeis Circle

• Fresh Market • Metcalfe Co. Middle School • Van Zandt, Emrich & Cary Office

• Ft. Campbell Chapel • Metcalfe Co. Primary Center • Waterfront Plaza Arena

• Ft. Campbell Coleman Building • Midway College • West KY RECC

• Ft. Campbell Commissary • Midway Pharmacy • Whitley Co. Judicial Center

• Ft. Campbell Credit Union • MLK Center • Williamsburg City Hall

• Ft. Campbell Training Support Center • Moondance Performance Pavilion • Yates Elementary School

• Ft. Knox - Admin./Ops. SFAC • Mullins Residence • YMCA Norton Commons

• Gallatin Co. Lower Elementary School • New Marion Fire Station • Yount Office Complex

• Glasgow State Nursing Facility • Nicholas Co. High School • Youthbuild Louisville

• Gorges State Park • Shelby Middle School

• Akron University Soccer • Genoa Elementary School • Pickett Elementary School

• Ashtabula VRP & Building • Glenbrook Elementary School • Riverside Elementary School

• Aurora High School • Gilmore Academy • Shelby High School

• Bellefontaine K-2 • Harmon Middle School • Sisters of St. Francis

• Bellefontaine Middle School • Maplewood Elementary School • South Main Elementary School

• Central State University • Milton Union K-12 Schools • Southington K-12 School

• Charles Dickens K-8 School • Nathan Hale School • Target - Blue Ash, OH

• Clyde South Main Elementary • North Central State University • Tiffin University

• Columbiana Co. Govt. Services Bldg.. • Northview Elementary School • Western Reserve

• Denison University • Perkins High School

• Infinity at NASA Space Center • North Hancock Central Elementary School

• Austin Peay State University • Governor's Square Mall • Tullahoma Readiness Facility

• Clarksville Fire Station • Purple Heart Plaza • Union City Greenway Trail

• Cool Springs Nursing Facility • Stallings Residence • UT Knoxville - Sigma Phi Epsilon

• Cordell Hull • Three Rivers MOB • Waterscapes

• First National Bank Murfreesboro

• 4-H Center • Cornerstone Bank • Sandusky Visitors Center

• Burlington Elementary School • Radford University - Moffett Hall • Tabor Presbyterian Church

• Central VA Credit Union • Radford University - Porterfield Hall • VA Tech - West End Market

• Fortune Restaurant • Tree Ring Plaza

NORTH CAROLINA

TENNESSEE

VIRGINIA

WISCONSIN

OHIO

MISSISSIPPI