This Information is based on our best knowledge, but POLYGUARD cannot guarantee the results to be obtained.

POLYGUARD PRODUCTS, INC • ENNIS, TEXAS 75120-0755 PH: 214-515-5000 • 800-541-4994 • FAX: 972-875-9425

Web Site: www.polyguardproducts.com

Polyguard has been ISO 9000 certified since 1996. Current certifications are: - American Natl. Standards Institute - Dutch Council for Certification - Deutscher Akkreditierungs Rat

PRODUCT NAME Waterproofing Membrane, Liquid Adhesive and Mastic MANUFACTURER POLYGUARD PRODUCTS. INC. Ennis, TX 75120-0755 Phone: (214) 215-5000 Fax: (972) 875-9425 Web: www.polyguardproducts.com PRODUCT DESCRIPTION Basic Use: POLYGUARD 650 MEMBRANES are used on concrete for foundation waterproofing, mud slabs, sills and spandrel beams, tunnels, plaza decks, parking garages and related applications where waterproofing is critical. POLYGUARD MEMBRANES may also be used on wood, concrete block structures and insulated concrete forms. Wide membrane widths allow fast and easy application to continuous flat surfaces. Narrow width material is available for trim corners, construction jo in ts and other appl icat ions. POLYGUARD MEMBRANES should be applied according to specifications. Remedia l work can of fer spec ia l problems in the use of waterproofing materials. Specifiers should discuss remedial work with POLYGUARD prior to specification and detailing. POLYGUARD MEMBRANES are cold applied and selfadhered to poured concrete over POLYGUARD LIQUID ADHESIVES. POLYGUARD 650 MASTIC is used wi th POLYGUARD SHEET MEMBRANE a t a l l T- jo in ts and terminations. It is used as a night seal at the top edge of the membrane and to seal the bottom termination edge of the membrane at the base of the foundation. POLYGUARD LM-95 LIQUID MEMBRANE is used with POLYGUARD SHEET MEMBRANES to eliminate double-ply sheet on inside and outside corners. As a fillet on inside corners, POLYGUARD LM-95 LIQUID MEMBRANE insures adhes ion to concrete in difficult areas to seal. It is also recommended for planter boxes and all slab penetrations.

Subst i tu t ions o f components to the POLYGUARD System may compromise the qual i ty and per formance of the ins ta l la t ion. Therefore, subst i tut ions are not a l lowed. No other use of these materials can be made without prior approval of POLYGUARD as to service and method of application. Limitations: Porous surfaces may adversely affect adhesion. POLYGUARD MEMBRANES are not recommended for pond or tank liners except when applied between two concrete slabs. Waterproofing of T-beam structures requires placing a 12" (305 mm) wide strip of POLYGUARD MEMBRANE centered over the joint. POLYGUARD MEMBRANE should then be placed over the entire surface. Caution should be taken to prevent contact of the rubberized asphalt element with any product containing fresh coal tar or coal tar pitch. Sealants and liquid waterproofing products containing polysulfide polymer or silicone may be incompatible. Contact POLYGUARD for specific information. Composition of Materials: POLYGUARD 650 MEMBRANE is a strong, pliable, self-adhesive sheet consisting of high density polyethylene film bonded to a layer of rubberized

asphalt waterproofing compound. Factory bonding assures uniform membrane thickness of 60 mils. POLYGUARD 650 MEMBRANE is formulated for low temperature application down to 25°F (-4°C). MEMBRANE is wound on a disposable treated release sheet to prevent blocking in the rolls. Standard roll size is 48" x 50' (1.22m x 15.2m), and 39.36" x 61' (1m x 18.59m). POLYGUARD 650 LT LIQUID ADHESIVE is a fast drying, high tack rubber-based adhesive in solvent solution used on horizontal and vertical surfaces at temperatures above 25°F (-4°C).

TYPICAL PROPERTIES OF POLYGUARD 650 WATERPROOFING MEMBRANES

Property Test Method English Metric Film Color Blk./White Blk./White Membrane Thickness ASTM D 1000 inch (mm) .060 1.5

Tensile Strength - Membrane ASTM D-412 (Modified Die C) PSI (N/mm2) 325 2.24

Tensile Strength - Film ASTM D-882 PSI (N/mm2) 6500 44.82 Elongation - Ultimate failure of rubberized asphalt ASTM D-412 600% 600%

Permeance ASTM E-96-B grains/sq.ft./hr./in.HGF (grains/hr/m2) .03 .02

Cycling Over Crack @ -15° ASTM C836 No effect No effect Peel Adhesion ASTM D-1000 lb/in. width (N/mm) 10.0 1.75 Overlap Bond ASTM D-1000 lb/in. width (N/mm) 8.0 1.4

Pliability ASTM D-146 - 180° bend over 1" mandrel at -25°F (-32°C) No effect No effect

Puncture Resistance - Membrane ASTM E-154 (Blunt Instrument) lb (N) 50 182 Resistance to Hydrostatic head ASTM-D 5385-93 ft (M) 231 70.4 Exposure to Fungi in Soil GSA-PBS 07115-16 Weeks No effect No effect Water Absorption ASTM D-570 .1% .1%

650 Foundation Wall Application

POLYGUARD SHUR-TAC WATER-BASE LIQUID ADHESIVE is available where VOC limitations may apply. POLYGUARD 650 MASTIC is a rubberized asphalt mastic with a low solvent content. POLYGUARD LM-95 LIQUID MEMBRANE is a two-component elastomeric extended rubber urethane, mixed prior to application. POLYGUARD LM-95 LIQUID MEMBRANE is formulated to be compatible with the POLYGUARD rubberized asphalt compound. Appl icab le Standards: POLYGUARD MEMBRANE conforms to the following specifications:

• Corps of Engineers CEGS-0711 • AIA MASTERSPEC SECTION

07111 • Federal Construction Guide FCGS

07111 • General Service Administration

PBS (PCD) 07111 • Department of the Navy NAV FAC

TS 07111 • Veterans Administration 14-08-1

SECTION 07311 • American Railway Engineering

Association (AREA) 29-2 TECHNICAL DATA Typical properties of POLYGUARD 650 MEMBRANE are shown in the table below. INSTALLATION Material Storage: Membrane and accessories should be unloaded and stored carefully. Cartons and containers must be protected from weather, sparks, flames, excessive heat, cold and lack of ventilation. DO NOT stack membrane material higher than 5' (1.5m) vertically, nor double stack pallets. Cartons should be stored on pallets and covered to prevent water damage. For best results, membrane should be stored 50-75°F prior to application. Application Temperatures: Apply POLYGUARD 650 LT LIQUID ADHESIVE on both vertical and horizontal surfaces at temperatures above 25°F (-4°C). Apply POLYGUARD SHUR-TAC WATERBASE LIQUID ADHESIVE by sprayer, when temperature is 25°F (-4°C) and rising. At this temperature the weather conditions and substrate must be dry. Apply POLYGUARD 650 MEMBRANE at temperatures above 25°F (-4°C).

Preparatory Work: Prior to starting work, check that all horizontal surfaces to be waterproofed slope towards drainage. This material is not designed to be applied in areas where water will pond. Surface Preparation: A smooth monolithic concrete surface is required. Broom surfaces are not recommended. Concrete should be dry, frost free and cured a minimum of seven days prior to appl icat ion of POLYGUARD MEMBRANE and LIQUID ADHESIVE. Surface must be free of voids, spalled areas, sharp projections, loose aggregate and form release agents. Concrete curing compounds containing oil, wax or pigments should not be used. Form release agents must be the self dissipating type which will not transfer to the membrane. Surface defects such as cracks, holes or cavities should be filled and finished flush with a Portland cement grout or concrete. Top surfaces of projecting ledges, below grade, except footings, should be finished to a bevel with Portland cement mortar. Concrete block walls or brick require a well adhered parge coat before application of membrane. Striking off joints flush with surface is also required. Clean all surfaces to remove debris, dust and loose stones before application begins. DO NOT apply LIQUID ADHESIVE or MEMBRANE to frozen concrete. Priming: Stir LIQUID ADHESIVE before use. POLYGUARD 650 LT LIQUID ADHESIVE should be applied over the entire surface at a rate of 250-350 square feet, per gallon (6-8.5 m2/l). Primed surfaces must be re-primed if membrane is not applied to the LIQUID ADHESIVE within the same working day. Use brush or lambs wool roller for application. LIQUID ADHESIVE must be dry prior to application of membrane. POLYGUARD 650 LT LIQUID ADHESIVE retains a tacky adhesive surface. Primed surfaces should be immediately covered or protected to prevent contamination occurring on the LIQUID ADHESIVE. Metal surfaces may require LIQUID ADHESIVE to obtain bond of membrane to substrate. Field test to determine adhesion level. Surface must be free of contaminates. Liquid Membrane: Apply fillets formed by POLYGUARD LM-95 LIQUID MEMBRANE, latex modified cement mortar or epoxy mortar at the base of foundation walls and footings. DO NOT use wood or fiber cant strips. Fillets or POLYGUARD LM-95 LIQUID MEMBRANE should be applied to provide a 3/4" (19mm) face and extend

6" (152mm) vertically and horizontally, 90 mils (2.286 mm). DO NOT prime underneath POLYGUARD LM-95 LIQUID MEMBRANE. Cover all corners, joints and the base of the foundation wall and footing using a 12" (305 mm) wide strip of membrane centered along the axis. Press or roll firmly to achieve a complete seal. Apply a second ply of membrane. POLYGUARD LM-95 LIQUID MEMBRANE may be substituted for the initial 12" (305 mm) wide membrane strip on inside corners. Pretreat inside corners with POLYGUARD LM-95 LIQUID MEMBRANE 6" (152 mm) in each direction from corners, and form a fillet with POLYGUARD LM-95 LIQUID MEMBRANE and apply a 12" (305 mm) strip of membrane centered on the corners. POLYGUARD LM-95 LIQUID MEMBRANE may be substituted for the initial layer of sheet membrane on drains and protrusions by applying a 90 mil (2.286 mm) thick layer from the drain or protrusion out and extending 6" (152 mm) underneath sheet membrane. Apply POLYGUARD LM-95 LIQUID MEMBRANE vertically to be level with height of wearing surface. Flash drains and projections with a second ply of MEMBRANE for a distance of 6" (152 mm) from drain or projection. Seal all terminations with POLYGUARD 650 MASTIC. Two coats, 45 mils (1.1430 mm) each, of POLYGUARD LM-95 LIQUID MEMBRANE should be used for waterproofing irregular shapes or circular structures such as planter boxes. Detail work should be completed prior to mixing POLYGUARD LM-95 LIQUID MEMBRANE. Pot life of this product is approximately 60 minutes after mixing at 70°F (21°C). Sheet Membranes: POLYGUARD MEMBRANE can be applied in any width up to 48" (1.2 M) wide. Side laps must be a minimum of 2-1/2" (64 mm). Staggered end laps should be minimum 6" (152 mm). When applying POLYGUARD MEMBRANE on vertical walls, a determined effort must be made to assure complete adhesion of membrane to the primed surface. Hand roll over lap seams with a wall type narrow roller. Use heavy hand pressure while smoothing out the membrane surface, as it is applied. On horizontal surfaces, apply membrane from low to high pitch for maximum drainage. Use linoleum

roller or water filled garden roller, covered with two plies of indoor-outdoor carpet to roll membrane immediately after application, with special attention at overlaps and "T-Joint". Seal all end laps with POLYGUARD 650 MASTIC. I t is recommended that when vertical sections of more than 8' (2.4 M) are to be waterproofed, membrane should be applied in sections no longer than 8' (2.4 M), starting from the lower foundation base and rising to the top with the 6" (152 mm) overlap, shingling down on each ply of membrane. POLYGUARD MEMBRANE should be applied over the edge of the footing at the foundation base. The upper terminating edge of POLYGUARD MEMBRANE applied to a vertical wall should be completed over the top of the wall. If terminated in the vertical surface, such termination should be at a reglet or counter flashing. The terminated edge should be pressed firmly with a silicone roller and protected with a troweled bead of POLYGUARD 650 MASTIC. Cracks of more than 1/16" (1.5 mm) on horizontal or vertical surfaces should be properly sealed in accordance to sealant manufacturer's instruction and prestripped with a 12" (305 mm) wide strip of membrane. Cold joints, T-Joints and evident working cracks should be properly sealed with joint fillers, waterstop or sealant. A 12" (305 mm) strip should be placed directly over and centered in the crack with the final applied membrane providing double strength at the area of movement. All expansion joints, contraction joints and control joints should be properly sealed with joint fillers, waterstop or sealant. An inverted 8" (203 mm) strip, covered by a 12" (305 mm) strip, shall be placed directly over the joint, before the final membrane application. All intersections must be reinforced, including footings as well as projections, such as drains, pipe, conduit, etc. Inspection and Repairs: Visually inspect membrane for tears, punctures, air blisters and "fishmouths", prior to water tests, placement of protection board and backfilling. Make repairs by removing all damaged membrane so that only well bonded membrane remains. Reprime any exposed concrete. After LIQUID ADHESIVE is dry, apply a new sheet of membrane over the concrete, extending 6" (152 mm) onto previously applied membrane. Care should be taken to obtain good adhesion between membrane used for repai rs and or ig ina l ly appl ied membrane.

Slit all "fishmouths", overlap the pieces, place patch over area and roll or press in place. Puncture air blisters, expel the air, prime and cover with patch. Seal edges with POLYGUARD 650 MASTIC. Mastic Application: POLYGUARD 650 MASTIC should be applied at all terminations at the end of each day's work. POLYGUARD 650 MASTIC should never be applied underneath the POLYGUARD MEMBRANE. Flashing: Finish vertical wall membrane on top edge under flashing or in reglet. Seal T-Joints and terminations with a toweled bead of POLYGUARD 650 MASTIC. Ultraviolet Protection: POLYGUARD 650 MEMBRANE can be adversely affected by ultraviolet light. The waterproofing system must be covered as soon as possible and not left exposed to sunlight for over 30 days. Testing: On horizontal areas, a 24 hour flood test with minimum of 2" (51 mm) head of water is recommended. Leaks in membrane must be repaired before any slabs or wearing surfaces are applied. Before flooding, make sure structure will withstand the dead load. Membrane Protection: Protection board is required over POLYGUARD 650 MEMBRANE. Extruded polystyrene is actable for vertical applications. POLYGUARD LOWFLOW™ and POLYGUARD FLOW 15-P as well as some other drainage boards have built in protection which is adequate for vertical surfaces. POLYGUARD 1/8" (3 mm) ASPHALT PROTECTION BOARD should be used to protect membrane on horizontal surfaces subject to normal construction traffic. POLYGUARD 1/4" (6 mm) ASPHALT PROTECTION BOARD should be used to protect the membrane on horizontal surfaces subject to heavy construction traffic. Protection board systems are to be applied according to the manufacturer's application and guide specifications. Protection board should be installed over the membrane the same day the membrane is installed or immediately after a 24 hour flood test. If flood testing is not going to be performed the same day membrane is applied, a temporary covering should be applied over the membrane to protect it from damage by traffic, other trades, and to prevent outgassing of moisture in the concrete under the membrane that is exposed to direct sunlight. Membrane left exposed on top of foundation walls or parapets should be covered with weather resistant flashing.

Membrane surfaces should be free of stones and dirt prior to protection board installation. When adhering protection board s y s t e m s t o P O L Y G Y A R D MEMBRANE, use a POLYGUARD approved adhesive system. Spot adhesion, rather than full adhesion, should be used so that in the event of backfill settlement exerting downward pressure, the protection system will detach from the membrane and slip downwards. The use of chairs with rolled feet or plastic tips are required to prevent holes being punctured in the protection board and membrane surface. Wire mesh must be supported to prevent the concrete weight from pushing the cut ends of the mesh into the membrane. Drainage Board: POLYGUARD's FLOW 15-P and LOWFLOW™ PROTECTION / DRAINAGE BOARD with built in protection for vertical surfaces or POLYGUARD 18-H for horizontal surfaces are used to expedite water dispersion. Most require a protection course or slip sheet to be placed before application over POLYGUARD 650 MEMBRANE. Consult POLYGUARD for specific recommendations. Drainage: Drainage systems should be designed with pipe sizes large enough to prevent water accumulation against the foundation. Perforated pipe should be covered with fabric to prevent fines or dirt from plugging perforations. Pipe should be of sufficient strength to prevent deformation due to soil weight or movement. Consideration should be given to provide drain outlets to the interior of the building when the water table level is above the base of the waterproofing membrane. Backfill: No waiting is required before backfilling. Backfill material should be dry sand or dry soil dirt as following:

• Fill material must be free of large dirt clods, rock, tree roots and debris.

• Backfill should be of a type readily compactable upon deposit.

• It should be placed against the protection board in 6" (152mm) to 8" (203mm) compacted layers to avoid vertical settlement.

• Backfill should not have a high water content that would cause the soil to shrink upon drying.

• Mechanica l compact ion in horizontal layers should be used to achieve these results if necessary.

• Avoid sharp impact to the protection board when backfilling. Topping Systems: Topping, such

as concrete, soil or pavers, may be used to finish a horizontal application. Multi level drainage systems are recommended at both topping and POLYGUARD 650 MEMBRANE elevations.

Precaut ions: The LIQUID ADHESIVE is an industrial coating and would be harmful or fatal if swallowed. It is marked as red label from the stand-point of flash point. Prohibit flames, sparks, welding and smoking during application. Refer to product label for handling, using and storage precautions. Solvents could be irritating to the eyes, flush with water and contact physician. Avoid prolonged contact with skin and breathing of vapor or spray mist from liquid adhesive. In confined areas, use adequate forced ventilation, fresh air masks, explosion-proof equipment and clean clothing. Avoid solvent contact with light bu lbs or o ther h igh temperature surfaces.

CLOSE CONTAINER AFTER EACH USE. KEEP OUT OF REACH OF CHILDREN.

This material is offered for sale by POLYGUARD PRODUCTS, INC. only for the expressed purposes as described in this literature. Any use of the products other than taught therein by POLYGUARD PRODUCTS, INC. shall be the responsibility of the purchaser , and POLYGUARD PRODUCTS, INC. does not warrant, nor will be responsible for any misuses of these products. POLYGUARD PRODUCTS, as described, herein, are for industrial use ONLY. The application procedures should be performed by workmen who are skilled in the application of materials described herein in accordance with the manufacturer specifications. Material Safety Data: All Material Safety Data Sheets and precautionary labels should be read and understood by all user supervisory personnel and employees before using. Consult POLYGUARD PRODUCTS, INC. Material Safety Data Sheets and OSHA regulations for additional safety and health information for the products descr ibed here in . Purchaser is responsible for complying with all applicable federal, state or local laws and regulations covering use of the product, including waste disposal. This is not a Material Safety Data Sheet and is not to be used as such. POLYGUARD PRODUCTS, INC. has

prepared separate Material Safety Data Sheets on each product. AVAILIBILITY AND COST Contact POLYGUARD PRODUCTS Inc., for further information. WARRANTY POLYGUARD products are warranted to be free of defects in manufacture for five years. Material will be provided at no charge to replace any defective product. MAINTENANCE None required, if installed according to instructions. TECHNICAL SERVICES Technica l ass is tance and in format ion are ava i lab le f rom any POLYGUARD dealer , or contact POLYGUARD PRODUCTS, INC. FILING SYSTEMS POLYGUARD brochures are available from POLYGUARD dealers, website, or the manufacturer.

12" STRIP OF POLYGUARD 650MEMBRANE IN ALL INSIDE AND OUTSIDE CORNERS

POLYGUARD MASTIC OVER ALL TERMINATIONS AND SEAMS, MIN. 12" FROM CORNERS

POLYGUARD#95 FILLET

POLYGUARD LIQUID ADHESIVE UNDER ALL MEMBRANE

MIN. 2 1/2" OVERLAP

SLOPE TO DRAIN

HORIZONTAL APPLICATIONGeneral

ALL HORIZONTAL SURFACES MUST SLOPE TOWARDS DRAINAGE

POLYGUARD #95 FILLET

POLYGUARD650 MEMBRANE

POLYGUARD 650 MASTICOVER ALL TERMINATIONS

POLYGUARD 650OR POLYGUARD #95 AT ALL CORNERS

POLYGUARD LIQUIDADHESIVE UNDER ALL 650 MEMBRANE

MINIMUM OF2 1/2" OVERLAP

POLYGUARD 650 MASTIC OVER ALL SEAMS TO 12" FROM CORNERS

VERTICAL APPLICATIONGeneral

x:lit/arch/data sheets/17-650 Data Sheet.doc R.1-22-08

This Information is based on our best knowledge, but POLYGUARD cannot guarantee the results to be obtained.

POLYGUARD PRODUCTS, INC • ENNIS, TEXAS 75120-0755 PH: 214-515-5000 • 800-541-4994 • FAX: 972-875-9425

Web Site: www.polyguardproducts.com

Polyguard has been ISO 9000 certified since 1996. Current certifications are: - American Natl. Standards Institute - Dutch Council for Certification - Deutscher Akkreditierungs Rat

POLYGUARD 650 MEMBRANE SPECIFICATION FOR INSULATED CONCRETE FORMS

(ICF)

PART 1 – GENERAL

DESCRIPTION:

Work in this section includes requirements for membrane waterproofing of expanded polystyrene foundation walls. The extent of the waterproofing is indicated on tech drawings.

Related work specified elsewhere:

Concrete Work: Section _______ Drainage Boards: Section _______

SUBMITTALS:

• Submit the following samples for approval. 1. One square foot sample of POLYGUARD 650 MEMBRANE 2. One pint of POLYGUARD SHUR-TAC WATERBASE LIQUID ADHESIVE. 3. One tube of POLYGUARD 650 MASTIC. 4. One square foot sample of protection board. (Low Flow™ or other acceptable protection system)

• Submit copies of manufacturer’s product description, product usage, and product application for all materials proposed for use on the project.

DELIVERY AND HANDELING:

Materials should be delivered in manufacturer’s original, unopened packaging with labels attached. All materials must be handled in a manner to prevent damage. Any material damaged must be removed from the project area and replaced with new material.

POLYGUARD MASTICS are solvent based and are combustible. No open flames, sparks, or smoking should be allowed in the immediate area.

JOB CONDITIONS:

POLYGUARD waterproofing materials should only be applied under proper weather conditions. POLYGUARD 650 MEMBRANE should preferably be applied at temperatures of 50ºF, and above.

Surfaces to receive the POLYGUARD WATERPROOFING SYSTEM materials must be smooth, dry, and free of dust, dirt, loose aggregate or other foreign materials. Note that dust from UV exposure may form on the polystyrene surface, and should be removed with a broom and hose. Dust will prevent adhesion of the membrane.

Surfaces must be free of voids and sharp protrusions. Surfaces must be free of dust, dirt, loose aggregate or other foreign materials. Note that dust from UV exposure may form on the polystyrene surface, and should be removed with a broom and hose. Dust will prevent adhesion of the membrane.

Surfaces must be free of voids and sharp protrusions. Surfaces must be free of contaminants that contain wax, oil, silicone, or pigment.

PART 2 – PRODUCTS

POLYGUARD 650 WATERPROOFING MEMBRANE is a self-adhering membrane consisting of 56 mils of rubberized asphalt laminated to 4 mils of polyethylene to form a minimum 60-mil membrane. 650 MEMBRANE is available in 4’ x 50’ (1.22m x 15.2m) and 39.36” x 61’ (1m x 18.59m). The membrane is delivered on a silicone release sheet. The release sheet is removed prior to application of the membrane. 650 MEMBRANE will meet the following physical properties:

Property/Unit Test Method Typical Value

Film Color White/Black

Membrane Thickness 60 mils

Tensile Strength - Membrane - (psi) ASTM D-412 (modified Die C) 325

Elongation, ultimate failure of rubberized asphalt ASTM D-412 600%

Permeance, (grains/sq.ft./hr/in.Hg) ASTM E-96 (Method B) .05

Cycling Over Crack, @ -15ºF ASTM C-836 No Effect

Peel Adhesion (lbs./in. width) ASTM D-1000 10.0

Overlap Bond (lbs./in. width) ASTM D-1000 8.0

Pliability - 180º bend over 1" mandrel -15ºF ASTM D-146 No Effect

Puncture Resistance - Membrane - (Blunt instrument) lbs.

ASTM E-154 40

Resistance to Hydrostatic Head (Head ft. of water) Following Procedure of Draft 4 ASTM

Subcommittee D08.22 on Waterproofing Systems 250

Exposure to Fungi in Soil - 16 Weeks GSA-PBS 07115 No Effect

Water Absorption - % by weight ASTM D-570 .1

INSTALLATION:

COOL WEATHER:

1. Due to jobsite conditions SHUR-TAC WATERBASE LIQUID ADHESIVE is required by Polyguard. Polyguard will not accept any liability for non-primed applications. Application is limited to 50º and rising due to the liquid adhesive being a “water” based product. If application is being applied in temperatures lower than 50º you may try the following steps to assist adhesion. However, Polyguard does not accept liability for under 50º applications. The membrane must be kept in a warm area until used. Warming the adhesive surface with a hot air blower, such as a salamander will also assist cool weather application. Walls may be tented with polyethylene and a salamander used to warm the area before application of the membrane in extreme cold.

MEMBRANE INSTALLATION – VERTICAL SURFACES

1. All footing/wall corners shall have a minimum ¾ inch fillet of LIQUID MEMBRANE 95 or latex modified cement mortar. Prime all surfaces to be waterproofed with the 650 WATERPROOFING MEMBRANE with the POLYGUARD SHUR-TAC WATERBASE LIQUID ADHESIVE at a coverage rate of 300-400 sq. ft. per gallon. Treat inside and outside corners either with 12-inch strips or a 12-inch wide by 90 mil thick application of POLYGUARD LIQUID MEMBRANE. The field membrane should be placed over the corner treatment.

2. POLYGUARD 650 - LT LIQUID ADHESIVE can be used on exposed concrete surfaces such as footers, regardless of temperature. Do not use 650 LT LIQUID ADHESIVE (Solvent Base) on polystyrene surfaces.

3. POLYGUARD WATERPROOFING MEMBRANE should be applied vertically in sections of 8 feet in length or less. On walls higher than 8 feet, apply two or more sections with the upper section overlapping the lower.

4. Side laps should be a minimum of 2 ½ inches and end laps should be a minimum of 6 inches. 5. Use a hard roller or firmly press in the material as it is placed on the vertical surface. 6. All terminations should receive a bead of POLYGUARD 650 MASTIC. The bead should be troweled to a flat surface

approximately 1/8 inch thick by ¾ inches wide. The MASTIC should be worked into cut edge termination. When using MASTIC in pails, it must be mixed periodically so that solvents do not rise to the top.

7. Inadequately lapped seams and damaged areas should be patched with small sections of POLYGUARD MEMBRANE. The patch area should extend at least 6 inches beyond the defect.

8. Fishmouths and sever wrinkles should be slit, flaps overlapped, and repaired as above. 9. Protection course of POLYGUARD Low Flow™ PROTECTION AND DRAINAGE SYSTEM, 1” expanded polystyrene,

or ¼ inch extruded polystyrene, shall be placed on foundation walls and other vertical surfaces to protect the surface from damage. Drainage is recommended where high ground water occurs.

10. Backfill should be a type readily compactable upon deposit. It should be placed against the protection board in 6” to 8” compacted layers to avoid vertical settlement. Backfill should not have a high water content that would cause the soil to shrink upon drying. Mechanical compaction in horizontal layers should be used to achieve these results if necessary. Avoid sharp impact to the protection board when backfilling.

11. DO NOT expose POLYGUARD WATERPROOFING MEMBRANE above grade. POLYGUARD WATERPROOFING MEMBRANE has limited resistance to UV exposure.

X:/lit/arch/data sheets/18-650 ICF.doc R1-22-08

This Information is based on our best knowledge, but POLYGUARD cannot guarantee the results to be obtained.

POLYGUARD PRODUCTS, INC • ENNIS, TEXAS 75120-0755 PH: 214-515-5000 • 800-541-4994 • FAX: 972-875-9425

Web Site: www.polyguardproducts.com

Polyguard has been ISO 9000 certified since 1996. Current certifications are: - American Natl. Standards Institute - Dutch Council for Certification - Deutscher Akkreditierungs Rat

SECTION 07110 SHEET MEMBRANE WATERPROOFING

PART 1 - GENERAL 1.01 RELATED DOCUMENTS

A All of the Contract Documents, including General and Supplementary Conditions and Division I General Requirements apply to the work of this section.

1.02 SCOPE

A The work of this section includes, but is not limited to, the following:

1 Installation of self-adhering sheet membrane waterproofing where indicated in the drawings. 2 Protection Board 3 Prefabricated Drainage Composites 4 Perimeter Drainage Composites 5 Waterproofing System Accessory Products

B Related Sections: Other specification sections which directly relate to the work of this section include,

but are not limited to, the following:

1 Section 02710 - Drainage 2 Section 02712 - Subsurface Drainage Pipe 3 Section 03300 - Cast-In-Place Concrete 4 Section 04200 - Unit Masonry 5 Section 05810 - Expansion Joint Cover Assemblies 6 Section 07150 - Dampproofing 7 Section 07600 - Flashing and Sheet Metal 8 Section 07900 - Joint Sealants 9 Section 15400 - Drains 10 Section 16000 - Electrical and Conduit

1.03 REFERENCE STANDARDS

A American Society for Testing and Materials (ASTM): D146 Sampling and Testing Felted and Woven Fabrics Saturated with Bituminous.

D412 Tests for Rubber Properties in Tension. D570 Test Method for Water Absorption of Plastics. E96(b) Tests for Water Vapor Transmission of Materials in Sheet Form. E154 Test for Puncture Resistance

B General Services Administration, Public Building Service: GSA-PBS-07115 Guide Specification for Elastomeric Waterproofing

1.04 SYSTEM DESCRIPTION

Product provided by this section is a strong, pliable, self adhering sheet membrane of not less than 60 mils thickness, consisting of a high density polyethylene film bonded to a layer of rubberized asphalt waterproofing compound.

1.05 SUBMITTALS

A General: Submit in accordance with Section 01300.

B Product Data: Submit manufacturer’s product literature and installation instructions.

C Samples: Submit representative samples of the following for approval:

1 Sheet Membrane 2 Protection Board 3 Prefabricated Drainage Composite 4 Perimeter Drainage Composite

D Subcontractor’s approval by Manufacturer: Submit document stating manufacturer’s acceptance of

subcontractor.

E Warranty: Submit a sample of manufacturer’s warranty identifying the terms and conditions stated in 1.09

1.06 QUALITY ASSURANCE

A Manufacturer Qualifications: Sheet Membrane Waterproofing Systems must be manufactured by a company with a minimum of 10 years experience in the production and sales of self-adhesive membrane waterproofing materials.

B Applicator Qualifications: A firm having at least 3 years experience in applying the specified materials

and specifically accepted in writing by the membrane system manufacturer.

C Materials: For each type of material required to complete the work of this section, provide primary materials which are the products of a single manufacturer.

D Pre-Application Conference: A pre-application conference shall be held to establish procedures and to

review conditions, installation procedures and coordination with other related work. Meeting agenda shall include review of special details and flashing.

E Manufacturer’s Representative: Arrange to have trained representative of the manufacturer on site

periodically to review installation procedures. 1.07 DELIVERY, STORAGE, HANDLING

A Materials should be delivered to site in manufacturer’s original, unopened containers with original labels attached and bearing the following information:

1 Name of material. 2 Manufacturer’s batch codes including date of manufacture. 3 Materials Safety Data Sheets.

B Membrane and accessories should be unloaded and stored carefully. Cartons and containers must be

protected from weather, sparks, flames, excessive heat, cold and lack of ventilation. Do not stack membrane higher than 5 feet vertically, nor double stack cartons. Cartons should be stored on pallets and covered to protect from water damage. Any damaged material must be removed from the site and disposed of in accordance with applicable regulations.

1.08 PROJECT CONDITIONS

A Work should be performed only when existing and forecasted weather conditions are within the limits established by the membrane manufacturer. Do not apply membrane if the temperature is below - 25ºF or to a damp, frost covered or otherwise contaminated surface.

B Proceed with installation only when substrate construction and preparation work is complete. Surfaces to receive waterproofing materials must be free of voids, spalls, loose aggregate and sharp protrusions. The concrete surface must resemble a troweled finish. Broom finish concrete is not acceptable.

C Warn personnel against breathing of vapors and contact with skin and eyes; wear appropriate protective clothing and respiratory equipment.

D Keep flammable products away from spark or flame. Post “No Smoking” signs. Do not allow spark

producing equipment to be used during application and until all vapors have dissipated.

E Maintain work area in a neat and workmanlike condition. Remove empty cartons and rubbish from the site daily.

1.09 WARRANTY

A Provide a written 5 year material warranty from the manufacturer upon completion and acceptance of the installation.

PART 2 - PRODUCTS 2.01 MANUFACTURERS

A Provide Polyguard 650 Sheet Membrane Waterproofing System as manufactured by Polyguard Products, Inc., Ennis, Texas 75120-0755, phone: 800-541-4994.

2.02 PRODUCTS

A Self-adhesive Membrane Waterproofing: Shall be Polyguard 650 Membrane, a 60 mil rubberized asphalt membrane consisting of a high density polyethylene film bonded to a layer of rubberized asphalt meeting or exceeding the following requirements:

1. Adhesion: Peel Adhesion (lb./in. width) 10.0 ASTM D 1000

Overlap Bond (lb./in. width) 8.0 ASTM D 1000

2. Tensile Strength: membrane (psi) 325 ASTM D 412 (Die C)

Film (psi) 6500 ASTM D 882

3. Puncture Resistance Membrane (lb) 40 ASTM E 154

4. Pliability - 180� bend over 1" mandrel: unaffected at -25˚ F

ASTM D 146

5. Cycling over crack ( 100 cycles at -15�F) unaffected ASTM C 836

6. Elongation, ultimate failure of rubberized asphalt membrane:

600% ASTM D 412 (Die C)

7. Permanence (grains/sq.ft./hr./inHg): .05 ASTM E 96 Method B

8. Resistance to hydrostatic head (ft. of water): 231 ASTM D 5385

9. Water Absorption (% by weight): .1 ASTM D 570

10. Exposure to fungi in soil for 16 weeks unaffected GSA-PSS07115

B Accessory Products

1 Substrate Conditioner: Shall be Polyguard 650 LT Liquid Adhesive or Polyguard ShurTac Water Based Liquid Adhesive.

2 Mastic: Shall be Polyguard 650 Mastic 3 Liquid Membrane: Shall be Polyguard LM-95. 4 Termination Bar: Shall be Polyguard Termination Bar

C Protection Course:

1 For horizontal applications: Shall be Polyguard Asphaltic Protection Board. 2 For vertical applications: Shall be Polyguard Asphaltic Protection Board or polystyrene

protection board (by others).

D Prefabricated Drainage Composite: Shall be Polyguard Drainage Composites Flow 15-P for vertical applications or Flow 18-H for horizontal applications. Polyguard Drainage Composites shall be designed to promote positive drainage while serving as a protection course.

E Prefabricated Perimeter Drainage Composite: Shall be Polyguard Total Flow System including Universal “T” Connectors and/or Outlet Connectors as needed for facilitate perimeter drainage.

PART 3 - EXECUTION 3.01 INSPECTION

A Before starting any waterproofing work, the applicator shall thoroughly inspect all surfaces for any conditions detrimental to the proper completion of the work. Should any deficiencies exist, the General Contractor should be made aware of such in writing immediately. Do not proceed with application until all unsatisfactory conditions are corrected.

3.02 SURFACE PREPARATION:

A Refer to manufacturer’s product literature for surface preparation requirements. Surfaces should be structurally sound, free of voids, spalls, loose aggregate and sharp ridges. Remove dust, dirt, debris or any other foreign materials such as wax, oil, grease or form release agents that contain these materials. Use repair materials that are acceptable to the sheet membrane manufacturer.

B Cast-In-Place Concrete

1 Normal weight structural concrete must be allowed to cure a minimum of 7 days. For

lightweight structural concrete, the minimum cure time is 14 days. All concrete surfaces must be dry to the touch before proceeding with the installation of the waterproofing system.

2 Concrete should be sloped to provide proper drainage.

3 Fill all form tie holes. Finish flush with the surrounding surface.

4 Fill and repair bug holes in concrete. Finish flush with the surrounding surface.

5 All cracks over 1/16 inch in width and any moving cracks under 1/16 inch shall be routed out to

a minimum of 1/4 inch width and sealed using a high performance polyurethane sealant. Allow adequate curing time per the manufacturer’s directions. Once cured, install an 8 inch wide strip of Polyguard 650 membrane over the crack.

6 Bi-level drains should be installed and have a minimum 3" flange. Drains should be installed

with the flange flush and level with the surrounding concrete surface.

C Masonry Surfaces: Apply waterproofing membrane over brick or CMU that has been parged using a cementitious parge coat to level surface and reduce porosity.

3.03 INSTALLATION:

A Priming: Apply primer to a cleaned, dust free surface. Apply by roller or spray. Apply Polyguard 650 LT Liquid Adhesive at the rate of 250-300 sq. ft. per gallon. Apply Polyguard ShurTac Water Based Liquid Adhesive at the rate of 350-400 per gallon. Allow to dry per manufacturer’s directions.

B Membrane Installation - Vertical Surfaces

1 All inside and outside corners shall be treated either with 12 inch wide membrane strip or by applying a 90 mil thick application of Polyguard LM-95. The 12 inch wide membrane should be centered over outside corners.

2 Install a 3/4 inch, 45 degree angle cant of Polyguard LM 95 Liquid Membrane at all changes in plane including inside corners.

3 Waterproofing membrane should be applied vertically in sections of 8 feet in length or less. On walls higher than 8 feet, apply two or more sections with the upper section overlapping the lower.

4 Side laps should be a minimum of 2 ½ inches and end laps should be a minimum of 6 inches. 5 Use a hard roller to firmly press in the material as it is placed on the vertical surface. 6 All terminations of the membrane should receive a bead of Polyguard 650 Mastic. The bead

should be troweled to a flat surface approximately 1/8 inch thick by 3/4 inches wide. The mastic should be worked into cut edge terminations.

7 Inadequately lapped seams and damaged areas should be patched with small sections of membrane. The patch should extend a least 6 inches in each direction beyond the defect.

8 Fishmouths and severe wrinkles should be slit, flaps overlapped and repaired as above. 9 Termination bar at top termination of field sheet. (optional)

C Membrane Installation - Horizontal Surfaces:

1 All inside and outside corners shall be treated either with 12 inch strips of membrane or a 12

inch wide by 90 mil thick application of Polyguard LM-95. The field membrane should be centered over the corner. All inside corners shall have a minimum 3/4 inch fillet of Polyguard LM-95 or latex modified cement mortar.

2 Waterproofing membrane should be applied to the primed surface starting at the low point and working to the high point in a shingling technique.

3 Side laps should be a minimum of 2 ½ inches and end laps a minimum of 6 inches. 4 The entire membrane should be firmly rolled with a linoleum roller weighing approximately 75

pounds. This will insure excellent adhesion and minimize air pockets between the substrate and membrane.

5 At penetrations, posts or projections, seal to the penetration with Polyguard LM-95 then apply a second flashing sheet over the penetration extending a minimum of 6 inches from the detail. The cut edges of all terminations must be sealed with Polyguard 650 Mastic.

6 At drains, apply Polyguard LM-95 around the inside edge of the drain out at least 6 inches then overlap with sheet membrane a minimum of 6 inches. All permanently exposed cut edge terminations must be sealed with Polyguard 650 Mastic.

7 Membrane turned up on walls shall be terminated into a reglet or under a counter flashing. The membrane may also be rolled firmly to the wall and sealed with a troweled bead of Polyguard 650 Mastic.

8 Inadequately lapped seams and damaged areas should be patched with small section of membrane. The patch area should extend a least 6 inches beyond the defect.

9 Fishmouths and severe wrinkles should be slit, flaps overlapped and repaired as above. 10 Upon completion of horizontal membrane application, flood test the surface with 2 inches of

water for 24 hours. Check with the structural engineer to make sure the deck structure will withstand the weight of the flood test.

11 Mark any leak areas found during flood test and make repairs. 3.04 PROTECTION AND DRAINAGE COURSE: Apply protection board and/or drainage composite and perimeter

drainage composite in accordance with manufacturer’s written directions.

END OF SECTION

X:/LIT/ARCH/DOC FILES/SPECS/650 SPECS R.6-13-07

This Information is based on our best knowledge, but POLYGUARD cannot guarantee the results to be obtained.

POLYGUARD PRODUCTS, INC • ENNIS, TEXAS 75120-0755 PH: 214-515-5000 • 800-541-4994 • FAX: 972-875-9425

Web Site: www.polyguardproducts.com

Polyguard has been ISO 9000 certified since 1996. Current certifications are: - American Natl. Standards Institute - Dutch Council for Certification - Deutscher Akkreditierungs Rat

650 SHEET WATERPROOFING MEMBRANES REPRESENTATIVE PROJECT LIST - DOMESTIC ST CITY PROJECT TYPE SIZE (FT2) YEAR ARCHITECT AK ANCHORAGE UNIVERSITY OF ALASKA AVIATION TECHNOLOGY CR O 3,000 1995 McCOOL, CARLSON & GREEN AK BETHEL 23 UNITS BETHEL HEIGHTS HOUSING RECONSTRUCTION O 18,900 1991 KUMIN ASSOCIATES, INC. AL BIRMINGHAM AMSOUTH/HARBERT PLAZA P 50,000 1989 HALLMUTH OBATA & KASSABAUM AL BIRMINGHAM GALLERIA MALL V/P 100,000 1985 H.O.K. DALLAS AL HOOVER METROPOLITAN STADIUM V 20,000 1987 GRESHAM SMITH & PARTNERS AR FORT SMITH ST. EDWARD CANCER TREATMENT CENTER V 6,600 1993 JAMES R. CHILDERS, ARCHITECT AR JONESBORO WAL-MART SUPER CENTER V 1,250 1991 JANET SELSER AZ FOUNTAIN HILLS SENIOR LIVING CENTER V 12,800 2001 N/A AZ MESA CHICAGO CUBS/FITCH PARK TRAINING CENTER V 240 1996 H. O. K., KANSAS CITY AZ TUCSON UNIVERSITY OF ARIZONA-LIFE SCIENCES BUILDING V 9,200 1990 ANDERSON DEBARTOLO & PAN CA SAN FRANCISCO SAINT MARY’S SQUARE GARAGE P 4,000 2000 ANDRE SALVADOR CA CITY OF MORENA

VALLEY RIVERSIDE GENERAL HOSPITAL V/P/O 124,000 1997 ROCHLIN, BARAN & BALBONA, INC.

CA ALAMEDA WATER TREATMENT PLANT O 250,000 1978 EAST BAY MUNICIPAL UTILITY DISTRICT CA ANAHEIM INDIANA JONES FACILITY V/P/T/O 6,600 1994 WALT DISNEY IMAGINEERING CA LOS ANGELES CONVENTION CENTER V/P 160,000 1990 PEI COBB FREED & PARTNERS CA OAKLAND TELEGRAPH COURT P 2,200 1992 LOGAN HOPPER CA SAN LORENZO ASHLAND AVENUE UNDERPASS, BART #08YC-110 P 2,445 1993 BAY AREA TRANSIT CONSULTANTS CA SANTA CRUZ CEDAR LOCUST PARKING STRUCTURE V 10,200 1992 CONRAD & ASSOCIATES CA SANTA CRUZ COLLEGE 9 ACADEMIC V 3,800 1993 SARA KANE, AIA, UNIVERSITY OF

CALIFORNIA CO DENVER SAFEWAY STORE V 15,000 1989 CONCEPTS WEST, ARCHITECTS CT NEWINGTON TRANSPORTATION OFFICE COMPLEX V 16,200 1991 THE MAGUIRE GROUP, INC. DC WASHINGTON 500 E AST STREET SOUTHWEST BUILDING V/O 8,000 1987 KOHN PETERSON FOX & ASSOCIATES DE NEWARK HEAD INJURY RECOVERY CENTER AT NEWARK V 6,500 1990 COLIMORE/CLARKE ASSOCIATES, INC. FL FT. LAUDERDALE PERFORMING ARTS CENTER V 44,000 1989 SPILLIS,CANDELLA & PARTNERS FL GAINESVILLE CENTER FOR STUDENT SERVICES V/P 10,360 1990 VOA & ASSOCIATES FL LAKE BUENA VISTA SUNSET BOULEVARD WALT DISNEY WORLD V 5,880 1994 WALT DISNEY IMAGINEERING FL MIAMI FLORIDA INTERNATIONAL UNIVERSITY V 10,000 1989 CHISHOLM, SANTOS RAIMUNDEZ FL ORLANDO UNIVERSAL STUDIOS V 35,000 1989 TECON, INC. FL TALLAHASSEE STATE DEPARTMENT OF EDUCATION BUILDING V/P 41,000 1988 JIM ROBERSON & ASSOCIATES GA ATLANTA COCA-COLA BUILDING P 145,000 1987 HEERY & HEERY GA ATLANTA STORAGE FACILITIES-ROBINS AIR FORCE BASE O 70,000 1993 CORPS OF ENGINEERS GA AUGUSTA VETERANS ADMINISTRATION HOSPITAL V/P 240,000 1988 NA GA FOREST PARK ATLANTA NATIONAL GUARD ARMORY P/O 8,000 1995 ROBERT & COMPANY GA MARIETTA IBM AT WILDWOOD PLAZA V 22,650 1990 COOPER GARY & ASSOCIATES, INC. HI HAILUA ROYAL HAWAIIAN COUNTRY CLUB PARKING STRUCTURE V/O 5,000 1992 MATSUSHITA SAITO & ASSOCIATES

INC. HI HONOLULU DATE STREET STUDENT HOUSING V 2,700 1990 BOSS ARCHITECTS IA DES MOINES PRINCIPAL FINANCIAL GROUP V/P/M/O 57,870 1990 HALLMUTH,OBATA & KASSABAUM, INC. ID BOISE BRIGADE ARMORY V 8,000 1994 MATTER-MAXEY ARCHITECTS ID IDAHO FALLS I.N.E.L. DEPARTMENT OF ENERGY V 38,000 1989 RALPH PARSONS IN SOUTH BEND NOTRE DAME FOOTBALL STADIUM O 7,500 1997 ELLERBE BECKET, INC. IN GREENCASTLE BIOLOGICAL SCIENCE BUILDING, DEPAUW UNIVERSITY V 7,600 1992 JAMES ARCHITECT IN SOUTH BEND NORTHERN INDIANA HISTORICAL SOCIETY MUSEUM P/O 29,000 1993 HOLABIRD & ROOT LA SHREVEPORT FEDERAL BUILDING \ COURTHOUSE P 20,800 1993 K P S GROUP, INC. MA ANDOVER PHILLIPS ANDOVER ACADEMY V/P 25,000 1987 SHEPLEY,BULFIRCH,RICHARDSON & A MA BROOKLINE LONGWOOD TOWERS P 50,000 1988 THE ARCHITECTS COLLABORATIVE MA CAMBRIDGE LECHMERE PARKING GARAGE V/G 44,000 1988 ARROWSTREET ARCHITECTS MD ADELPHI HARRY DIAMOND LABORATORY P 10,000 1989 AEPA ARCHITECTS MD BALTIMORE MARYLAND STATE PEDESTRIAN P 35,000 1989 SOMMERS ASSOCIATES MD WOODLAWN SOCIAL SECURITY ADMINISTRATION P/O 41,600 1991 GENERAL SERVICE ADMINISTRATION MI DETROIT DETROIT CITY POST OFFICE P 160,000 1985 HARLEY, ELLINGTON, PIERCE YEE MI EAST LANSING MICHIGAN STATE UNIVERSITY - BRESLIN CENTER V 200,000 1987 NA MN EDINA 7500 YORK AVENUE GARAGE V 10,500 1993 BWBR ARCHITECTS MN MINNEAPOLIS UNIVERSITY HOSPITAL V/P 19,000 1984 ELLERBEE MN MINNEAPOLIS RIVER PLACE MALL G 20,000 NA MILLER HANSEN WESTRBAK&BELL MN ROCHESTER MAYO CLINIC V/T 60,000 1988 ELLERBEE MN ROCHESTER UNIV OF MINN-HEALTH SCIENCES P 30,000 NA GILBANE MORTENSON JOINT VENTURE MN ST. PAUL ST. PAUL - UNITED STATES POSTAL FACILITY P 250,000 1989 T.K.D.A. MN WILLMAR WILLMAR HIGH SCHOOL V 15,000 1994 ARMSTRONG TORSETH SKOLD

RYDEEN MO KANSAS CITY TERMINAL C PARKING STRUCTURE & SIDEWALK T/O 50,200 1998 GEORGE BUTLER ASSOCIATES MO KANSAS CITY PASEO HIGH SCHOOL V 9,200 1992 BNIM ARCHITECTS MO WEST PLAINS OZARK MEDICAL CENTER O 1,000 1992 HILL BIXLER NC ASHEVILLE MEMORIAL MISSION HOSPITAL V/O 21,000 1992 SUTTON-KENNERLY & ASSOCIATES NC CHARLOTTE JEWISH COMMUNITY CENTER V/P 5,700 1986 DELLINGER/LEE ASSOCIATES NC DURHAM DURHAM CENTRE PARKING GARAGE P 45,000 1988 CLARK TRIBBLE HARRIS & LI

ST CITY PROJECT TYPE SIZE (FT2) YEAR ARCHITECT NE OMAHA U.S. SPRINT BUILDING V/P 13,300 1987 JACKSON, JACKSON ASSOCIATES NE OMAHA BEIRNE RESEARCH TOWER V 1,200 1993 HOLLAND BASHAM NJ CAMDEN CAMDEN MASSACHUSETTS TRANSPORTATION PARKING

GARAGE V/T 6,300 1991 WALKER PARKING CONSULTANTS

NJ MT. HOLLY HUMAN SERVICES FACILITY V/P 65,500 1990 GARRISON NJ PISCATAWAY RUTGERS UNIVERSITY V 7,000 1989 HILLIER GROUP NJ PRINCETON RESEARCH & DEVELOPMENT-PHASE IIB V/T 46,400 1990 HELLMUTH, OBATA & KASSABAUM, INC. NJ TRENTON MUSIC BUILDING TRENTON STATE COLLEGE V 11,900 1994 THE HILLIER GROUP NM ALBUQUERQUE SANDIA CASINO V 60,000 2001 LEO A. DALY ARCHITECTS NM ALBUQUERQUE UNIVERSITY OF NEW MEXICO HOSPITAL V/P/M 8,000 1989 DEAN KRUGER NV LAS VEGAS AMERICAN BANK BUILDING V 8,000 1989 GERALD GERAPITCH & ASSOCIATES NY BRONX NEW YORK CITY EARLY CHILDHOOD CNTR M 3,200 1992 CASTRO, BLANCO, PISCIONERI NY GARDEN CITY ATRIUM BUILDING G 90,000 1989 SPECTOR GROUP NY LATHAM PARKING GARAGE-LATHAM SHOPPING CENTER P 37,500 1989 MARK WEISSMAN ASSOCIATES NY NEW YORK 375 HUDSON STREET P 3,800 1993 SDA ASSOCIATES, INC. NY NEW YORK NEW YORK AQUARIUM SHARK TANK O 32,000 1990 GOLDSTONE AND HEINZ OH BROADVIEW

HEIGHTS BRECKSVILLE-BROADVIEW HEIGHTS HIGH SCHOOL V 29,500 1996 FANNING/HOWEY ASSOCIATES, INC.

OH BEAVERCREEK BEAVERCREEK MALL V 40,000 1993 KEEVA KEKEST ASSOCIATES OH MAPLE HEIGHTS MAPLE HEIGHTS JAIL ADDITION V 2,010 1993 BRIAN ZINGELMAN & COMPANY OK OKLAHOMA CITY BAPTIST MEMORIAL HOSPITAL TUNNEL T 18,000 1988 FRANKFURT SHORT BRUZA &

ASSOCIATES OK OKLAHOMA CITY BAPTIST MEDICAL CENTER/BOILER PLANT ADDITION T 32,000 1995 C. H. GUERNSEY & COMPANY OK OKLAHOMA CITY WALL STREET JOURNAL V 20,000 1987 BENHAM GROUP OK STILLWATER NOBLE RESEARCH CENTER PHASE II V/O 11,600 1992 FRANKFORT, SHORT, BRUZA OK TULSA ST. JOHNS MEDICAL CENTER T 11,000 1993 DAVIES ARCHITECTS PA BETHLEHEM LEHIGH UNIVERSITY V 20,000 1989 HILLIER GROUP PA COLLEGEVILLE URSINUS COLLEGE - F.W. OLIN HALL V 7,200 1990 GARRISON ARCHITECTS PA GREENSBURG WAL-MART HEMPFIELD PLACE V 1,300 1993 BSW ARCHITECTS PA PHILADELPHIA BELL ATLANTIC TOWER V 50,000 1988 KLING LINDQUIST SC COLUMBIA ALUMNI CENTER O 2,200 1995 ARCHITECTS BOUDREAUX HULSTRAND SC DENMARK DENMARK TECHNICAL COLLEGE PHYSICAL V 450 1991 MCDUFFIE & ASSOCIATES SC ORANGEBURG HOLY TRINITY CATHOLIC CHURCH T 1,200 1992 ARCH. BOUDREAUX, HULSTRAND SD BROOKINGS BROWN HALL, SOUTH DAKOTA STATE UNIVERSITY V 6,000 1994 SPITZNAGEL TN UNION CITY TYSON FOODS PROCESSING PLANT V 30,000 1996 BARGE, WAGGONER, SUMNER &

CANNON, INC TN MEMPHIS UNIVERSITY OF TENNESSEE MEDICAL SCHOOL V/P 30,000 1989 NATHAN EVANS POUNDERS & TAYLOR TX ARLINGTON THE BALLPARK AT ARLINGTON V/T/P 1,300,000 1992 HKS, INC. TX DALLAS BERKSHIRE COURT P/O 15,520 1993 FRENCH ENGINEERING TX DALLAS TRANS TEXAS TOWER V/P 300,000 NA HARWOOD K. SMITH & PARTNERS TX DALLAS UNIVERSITY OF TEXAS-DALLAS V 34,000 NA CARLISLE TX FORT WORTH WILL ROGERS EQUESTRIAN CENTER V/T 22,000 1987 HAHNFIELD ASSOCIATES TX RICHARDSON UNIVERSITY OF TEXAS-ENGINEERING STARTUP V/T/P 34,000 1987 FISHER & SPELLMAN PARTNERS UT PROVO BRIGHAM YOUNG UNIVERSITY MUSEUM OF FINE ARTS V/O 45,000 1991 COOPER, CARLSON, DUY & RICHEY UT SALT LAKE CITY DELORES ECCLES BLDG. U OF U. V/O 12,000 1992 BABCOCK DESING GROUP UT SALT LAKE CITY F.H.P. HOSPITAL V/O 45,000 1992 VALENTINER ARCHITECTS UT SALT LAKE CITY RED BUTTE GARDEN & ARBORETUM O 3,500 1994 BRIXEN & CHRISTOPHER VA ARLINGTON BALLSTON ONE V/P 73,000 1986 KEYES, CONDON, FLORANCE VA BALLSON QUINCY ROUTE STATION OFFICE BUILDING V/P 40,000 1988 SEGRETI & TOPPER ASSOCIATES VA CRYSTAL CITY COMPRI HOTEL P 20,000 1989 GORDON & GREENBERG ASSOCIATES VA FAIRFAX MOBIL OIL CORPORATION HEADQUARTERS V/P 240,000 1989 HOK VA MCLEAN WEST * MAC V/P 82,000 1991 HALLMUTH, OBATA & KASSABAUM VA MERRIFIELD ENGINEERING SUPPORT CENTER V/P 27,000 1987 LEO A DALY VA RICHMOND RIVERFRONT PLAZA P 126,000 1991 HKS, INC. VA VIENNA GALLOWS GATEWAY P 36,344 1990 DEWBERRY & DAVIS WA SEATTLE BOEING HEADQUARTERS BUILDING 2.25 V/G/T 29,500 1996 G2CNA WA SEATTLE WEST LAKE MONORAIL #4 V 30,000 1988 KAISER ENGINEERS WA SEATTLE EASTLAKE CENTER V/P 7,500 1988 LANCE MUELLER & ASSOCIATES WA SPOKANE SPOKANE INTERCOLLEGIATE RESEARCH TECHNOLOGY

INSTITUTE V 5,400 1994 INTEGRUS

WI MENOMONEE FALLS

MEMORIAL HOSPITAL V 1,500 1987 KAHLER-SLATER

WV PILGRIM'S KNOB WHITEWOOD HIGH SCHOOL V/P 24,000 1985 DAVID LEONARD LEGEND V VERTICAL FOUNDATION WALLS, INCL. BETWEEN SLAB P PLAZAS OR DECKS G PARKING GARAGES (WITH ASPHALT OVERLAY USING POLYGUARD 665 MEMBRANE) M MECHANICAL ROOMS, LABS, KITCHENS T TUNNELS O OTHER OR NOT AVAILABLE

X:/lit/arch/data sheets/20-650 Project List .doc R. 1-22-08