Exhibit_7 _1_Oct_15.pdf

SECTION 07 11 13 Page 1

SECTION 07 11 13

BITUMINOUS DAMPPROOFING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 1187 (1997; R 2002e1) Asphalt-Base Emulsions for Use as

Protective Coatings for Metal

ASTM D 1227 (1995; R 2007) Emulsified Asphalt Used as a Protective

Coating for Roofing

ASTM D 226 (2006) Standard Specification for Asphalt-Saturated Organic

Felt Used in Roofing and Waterproofing

ASTM D 227 (2003) Coal-Tar-Saturated Organic Felt Used in Roofing and

Waterproofing

ASTM D 41 (2005) Asphalt Primer Used in Roofing, Dampproofing, and

Waterproofing

ASTM D 4263 (1983; R 2005) Indicating Moisture in Concrete by the

Plastic Sheet Method

ASTM D 4479 (2007) Asphalt Roof Coatings - Asbestos-Free

ASTM D 449 (2003; R 2008) Asphalt Used in Dampproofing and

Waterproofing

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Materials

1.3 DELIVERY AND STORAGE

Deliver materials in sealed containers bearing manufacturer's original labels. Labels shall include date of manufacture, contents of each container, performance standards that apply to the contents and recommended shelf life.

PART 2 PRODUCTS

SECTION 07 11 13 Page 2

2.1 ASPHALT

ASTM D 449, Type I or Type II.

2.2 ASPHALT PRIMER

ASTM D 41.

2.3 FIBROUS ASPHALT

ASTM D 4479, Type I for horizontal surfaces, Type II for vertical surfaces.

2.4 EMULSION-BASED ASPHALT DAMPPROOFING

2.4.1 Fibrated Emulsion-Based Asphalt

Fibrated emulsion-based asphalt dampproofing shall be cold-applied type conforming to ASTM D 1227 Type IV, asbestos-free, manufactured of refined asphalt, emulsifiers and selected clay, fibrated with mineral fibers. For spray or brush application, emulsion shall contain a minimum of 59 percent solids by weight, 56 percent solids by volume. For trowel application, emulsion shall contain a minimum of 58 percent solids by weight, 55 percent solids by volume.

2.4.2 Non-Fibrated Emulsion-Based Asphalt

Non-fibrated emulsion-based asphalt dampproofing shall be cold-applied type conforming to ASTM D 1187 Type II or ASTM D 1227 Type III, manufactured of refined asphalt, emulsifiers and selected clay. Asphalt shall contain a minimum 58 percent solids by weight, 55 percent solids by volume.

2.5 SURFACE PROTECTION

2.5.1 Saturated Felt

ASTM D 226, Asphalt Saturated, Type I, 15 pound; ASTM D 227, Coal-Tar Saturated.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Remove or cut form ties and repair all surface defects as required in Section 03 30 00 CAST-IN-PLACE CONCRETE. Clean concrete and masonry surfaces to receive dampproofing of foreign matter and loose particles. Apply dampproofing to clean dry surfaces. Moisture test in accordance with ASTM D 4263. If test indicates moisture, allow a minimum of 7 additional days after test completion for curing. If moisture still exists, redo test until substrate is dry.

3.1.1 Metal Surfaces

Metal surfaces shall be dry and be free of rust, scale, loose paint, oil, grease, dirt, frost and debris.

3.2 PROTECTION OF SURROUNDING AREAS

SECTION 07 11 13 Page 3

Before starting the dampproofing work, the surrounding areas and surfaces shall be protected from spillage and migration of dampproofing material onto other work. Drains and conductors shall be protected from clogging with dampproofing material.

3.3 APPLICATION

Use either hot-application or cold-application method. Use cold-application method in confined spaces where hot bitumen would be hazardous. Prime surfaces to receive fibrous asphaltic dampproofing unless recommended otherwise by dampproofing materials manufacturer. Apply dampproofing after priming coat is dry, but prior to any deterioration of primed surface, and when ambient temperature is above 40 degrees F.

3.3.1 Surface Priming

Prime surfaces to receive asphalt or fibrous asphalt dampproofing with asphalt primer. Apply primer when ambient temperature is above 40 degrees F and at rate of approximately 1 gallon per 100 square feet, fully covering entire surface to be dampproofed.

3.3.2 Hot-Application Method

Apply two mop coats of hot asphalt to surfaces. Apply mop coats uniformly using not less than 20 pounds of asphalt per 100 square feet for each coat.

Do not heat asphalt above 450 degrees F. Have kettlemen in attendance at all times during heating to ensure that maximum temperature specified is not exceeded. Apply hot asphalt bitumen and fully bond to primed surface.

Provide finished surface that is smooth, lustrous, and impervious to moisture. Recoat dull or porous spots.

3.3.3 Cold-Application Method

3.3.3.1 Fibrous Asphalt

Apply two coats of fibrous asphalt to surfaces to be dampproofed. Apply each coat uniformly using not less than 1 gallon fibrous asphalt per 50 square feet. Apply first coat by brush or spray to provide full bond with primed surface. Brush or spray second coat over thoroughly dry first coat unless recommended otherwise by dampproofing materials manufacturer. Provide finished surface that is of uniform thickness and impervious to moisture.

Recoat porous areas.

3.3.3.2 Emulsion-Based Asphalt

Emulsion-based asphalt dampproofing work shall not be performed in temperatures below 40 degrees F. Emulsions shall have a smooth and uniform consistency at time of application. Dampproofing materials shall be applied in accordance with manufacturer's published instructions to produce a smooth uniform dry film of not less than 12 mils thick without voids or defects.

Dull or porous spots shall be recoated. Dampproofing materials shall seal tightly around pipes and other items projecting through dampproofing. Rates of application shall be as follows:

a. Primer: 1/2 gallon per 100 square feet, cold-applied.

SECTION 07 11 13 Page 4

b. Fibrated Dampproofing: 2 gallons per 100 square feet, cold-applied with spray, brush or trowel.

c. Non-fibrated Dampproofing: 2 gallons per 100 square feet, cold-applied with spray, brush or trowel.

3.4 PROTECTIVE COVERING

Protect dampproofed surfaces against which backfill will be placed with one layer of 15 pound saturated felt conforming to the requirements specified herein. Use asphalt-saturated felt where the dampproofing material is asphalt and use coal-tar-saturated felt where the dampproofing material is coal-tar pitch. Embed felts in the second coating of bitumen and lap edges and ends not less than 1 inch.

-- End of Section --

SECTION 07 12 00 Page 1

SECTION 07 12 00

BUILT-UP BITUMINOUS WATERPROOFING

The publications listed below form a part of this specification to the

ASTM C 208 (2008a) Cellulosic Fiber Insulating Board

ASTM C 726 (2005) Mineral Fiber Roof Insulation Board

ASTM D 1327 (2004) Bitumen-Saturated Woven Burlap Fabrics Used in

Roofing and Waterproofing

ASTM D 1668 (1997a; R 2006) Glass Fabrics (Woven and Treated) for

Roofing and Waterproofing

ASTM D 173 (2003) Bitumen-Saturated Cotton Fabrics Used in Roofing and

Waterproofing

ASTM D 2178 (2004) Asphalt Glass Felt Used in Roofing and Waterproofing

ASTM D 41 (2005) Asphalt Primer Used in Roofing, Dampproofing, and

Waterproofing

ASTM D 449 (2003; R 2008) Asphalt Used in Dampproofing and

Waterproofing

ASTM D 4586 (2007) Asphalt Roof Cement, Asbestos-Free

ASTM D 517 (1998; R 2008) Asphalt Plank

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will

SD-03 Product Data

Protection board Prefabricated laminated asphalt waterproofing Membrane fabric Reinforcing Fabric

SD-06 Test Reports

Liquid asphalt

SECTION 07 12 00 Page 2

Submit certified laboratory reports on the results of tests performed on asphalt delivered to the construction site by bulk liquid asphalt tankers.

SD-08 Manufacturer's Instructions

Application

SD-11 Closeout Submittals

Asphalt shipment records

1.3 ENVIRONMENTAL CONDITIONS

Apply the primers and waterproofing specified herein when the ambient temperature is above 40 degrees F.

1.4 DELIVERY AND STORAGE

1.4.1 Packaged Materials

Deliver materials in bundles, rolls, and sealed containers bearing the manufacturer's original labels. Asphalt shall be protected from freezing in a weathertight enclosure. Store materials in an enclosed area free from contact with soil and weather, and maintain at not less than 50 degrees F for at least 24 hours before use. Reinforcement fabrics shall be protected from moisture damage and moisture absorption in a weathertight enclosure or shall be stored off the ground on pallets, and covered on top and all sides with breathable-type canvas tarpaulins. Plastic sheets cause condensation buildup and therefore shall not be used to cover waterproofing materials. If material is dated for use or shelf life is indicated on the labels, remove outdated material from the jobsite. Damaged or deteriorated materials shall be removed from project site.

1.4.2 Liquid Asphalt

Deliver bulk liquid asphalt in fully insulated, heated transport tanker vehicles with circulating pump devices. Maintain the temperature of the liquid asphalt between 400 and 450 degrees F during storage, provided the transport and storage time does not exceed 12 hours. If the transport and storage time exceeds 12 hours, lower the temperature to between 300 and 325 degrees F at the time the 12 hours are exceeded. Liquid asphalt shall be used within 36 hours after loading in the transport tanker.

1.4.2.1 Asphalt Shipment Records

Obtain from the bulk liquid asphalt manufacturer a certified statement with each shipment of asphalt. Following completion of the waterproofing, submit the certificates to the Contracting Officer for recordkeeping purposes.

Indicate the following:

a. Manufacturer's name.

b. Specification identification of asphalt.

c. Quantity of asphalt.

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d. Transport tanker was empty and free of foreign and noncompatible material at the time of loading.

e. Date and time of loading.

f. Temperature of asphalt at time of loading.

2.1 BITUMEN

Asphalt; ASTM D 449, Type I.

2.2 BITUMINOUS PLASTIC CEMENT

ASTM D 4586, Type I for asphalt.

2.3 MEMBRANE FABRIC

The following requirements shall apply:

Felt or Fabric Saturant or Material Impregnant Specification

Glass (felt) mat Asphalt ASTM D 2178, Type III Reinforcing glass Asphalt ASTM D 1668, Type I fabric Reinforcing cotton Asphalt ASTM D 173 fabric Reinforcing woven Asphalt ASTM D 1327 burlap fabric

2.3.1 Cotton Fabrics

Cotton fabrics shall be woven entirely of cotton conforming with ASTM D 173, thoroughly and uniformly saturated with asphalt.

2.3.2 Woven Burlap Fabrics

Woven burlap fabrics shall be composed of 100 percent jute fiber and two cotton threads at each selvage conforming with ASTM D 1327, thoroughly and uniformly saturated with asphalt. The fabric mesh shall not be completely closed or sealed by the process of saturation. Sufficient porosity shall be maintained to allow successive moppings of the plying asphalt to seep through. The surface shall not be coated or covered with talc or any other substances that will interfere with the adhesion between fabric and plying asphalt. The fabric surface shall be uniformly smooth and free of irregularities, folds, and knots. The finished woven burlap fabrics shall be free of ragged edges, untrue edges, breaks or cracks, and other visible external defects.

2.4 NAILS

Galvanized roofing nails.

SECTION 07 12 00 Page 4

2.5 PRIMER

ASTM D 41 for asphalt.

2.6 PROTECTION BOARD

ASTM D 517, plain, asphalt plank; ASTM C 208, construction grade building board, 1/2 inch thick, asphalt saturated or coated; ASTM C 726, 7/16 inch thick, covered on one side with waterproof paper or asphalt-saturated felt.

2.7 PREFABRICATED LAMINATED ASPHALT WATERPROOFING

Prefabricated laminated construction consisting of plies of kraft paper bonded by layers of bitumen reinforced with layers of fibrous glass and one layer of polyethylene facing. Material and weight shall be as follows:

a. One layer polyethylene facing, 30 lbs. ream weight; seven intermediate layers of bituminous-saturated kraft paper.

b. Seven layers of bitumen.

c. Three layers of 20.20 fibrous glass mesh.

d. Bottom "cushion" sheet of crepe kraft paper.

e. Total minimum weight of materials of 0.40 lbs. per square foot.

f. Minimum bituminous content of 75 percent by weight.

g. Permanently pliable and impervious to mildew and other organic attack, including termites and rodents.

h. Puncture resistant and self-sealing.

2.8 WOOD NAILERS

Specified in Section 06 10 00 ROUGH CARPENTRY.

3.1 INSPECTION OF SURFACES

Before starting the work, inspect all surfaces to be waterproofed to determine if in satisfactory condition. Check the location and setting of all embedded items. Place backing, blocking, and perimeter framing for recessed items as required by the various trades on the project. Complete conduit, piping, and other required rough-in. Notify the Contracting Officer of serious defects or conditions that will prevent satisfactory application.

Start application after such defects and conditions have been corrected.

3.2 PREPARATION OF SURFACES

Surfaces to be treated shall be clean and dry, smooth and free from deleterious and excess materials and projections. Masonry surfaces shall be free of oil, grease, dirt, laitance, loose and broken material, frost, debris and other contaminants. Concrete surfaces shall be properly cured, free of release agents, oil, grease, dirt, laitance, loose material, frost, SECTION 07 12 00 Page 5 debris and other contaminants. Thoroughly wet holes, joints, cracks, and voids in concrete with water, and then carefully fill with Portland cement mortar, strike flush, and permit to dry. Cut off or grind smooth high spots.

Mortar joints in masonry walls shall be flush and free of extraneous mortar.

Metal surfaces shall be dry and be free of rust, scale, loose paint, oil, grease, dirt, frost, and debris. Give surfaces to receive asphalt membrane waterproofing a priming coat of asphalt primer. Apply priming coat at a rate not less than 1 gallon per 100 square feet, covering the entire surface to be waterproofed. Allow primer to dry before applying waterproofing.

Install waterproofing where indicated.

3.3.1 Prefabricated Pan

Prefabricated Laminated Asphalt Waterproofing: Form each shower pan from a single piece of the laminated material without joints and with no opening except for shower drain. Install pan in accordance with the manufacturer's printed instructions.

3.3.2 Protection of Surrounding Areas

Before starting the waterproofing work, the surrounding areas and surfaces shall be protected from spillage and migration of asphalt onto other work.

Drains and conductors shall be protected from clogging with asphalt.

3.3.2.1 Fired Kettles

Melt kettles for bitumen shall not be closer than 25 feet to buildings or combustible materials. Provide minimum of two 20-pound ABC all-purpose type extinguishers at melting kettle and area of hot material application. Equip kettles with automatic thermostatic control capable of maintaining asphalt temperature. Controls shall be calibrated and maintained in working order for duration of work. Equip kettles with means of agitation to ensure controlled uniform temperature throughout contents to prevent spot heating.

Do not heat contents above flash point.ext

3.3.2.2 Heating and Application of Bitumen Coatings

Heat solid bitumen in kettle, equipped with an automatic heating device or control unit for positive control of the specified temperature. Provide an accurate and clearly readable thermometer on all kettles. Bulk liquid asphalt may be heated using the heating equipment in the transport tanker vehicle or transferred to kettles and heated as specified for solid bitumen.

Heat bitumen to flow freely but not above 375 degrees F. Apply bitumen over the primer, between each ply and as a top coating at the rate of not less than 20 pounds of asphalt per 100 square feet of surface.

3.3.3 Membrane Waterproofing

3.3.3.1 Below-Grade Wall Waterproofing

Waterproofing for foundation walls shall consist of a minimum of double or more hot-applied asphalt membrane systems as indicated on the drawings.

Fabrics shall be installed using the "shingle" method. Joints shall be caulked prior to primer applications. Primer shall be applied at a rate of

SECTION 07 12 00 Page 6

1/2 gallon per 100 square feet. Fabrics shall be overlapped at ends and staggered a minimum 19 inch for 2-ply; 24 inch for 3-ply and 27 inch for 4-ply, 30 inch for 5-ply systems. End-to-end taping is not acceptable. Each fabric shall be firmly embedded into a solid uniform coating of hot asphalt at a rate of 20 pounds per 100 square feet by pressing with broom. Fabrics shall not touch fabrics. Hot asphalt shall penetrate each fabric to provide the required adhesion. Asphalt between fabrics shall not be excessive to prevent slippage. Waterproofing system consisting of two or more fabrics shall be provided with fabric reinforcement at corners, angles, over construction joints, and in locations where waterproofing fabrics are subject to unusual stress.

3.3.3.2 Floor Waterproofing

Primer shall be applied at a rate of 1/2 gallon per 100 square feet. Primer shall not be left in puddles. Primer shall be dry to the touch before application of asphalt. Where slab abuts walls, first reinforcing fabric shall extend 6 inches minimum on slab and 8 inches on wall. At vertical corners, first fabric shall extend minimum 5 inches from corner on each side. Second fabric shall lap the first fabric 2 inches minimum. At floor drains, and elsewhere as indicated, the fabric shall extend into a clamping device, set in a heavy coating of flashing cement, and securely clamped.

3.3.4 Fabric Membrane Reinforcement

Provide fabric membranes to reinforce felts at intersections. Provide reinforcement consisting of two plies of fabric membrane cemented in place and to each other with bituminous plastic cement not less than 1/16 inch thick for each coating. At the intersection of slabs and vertical surfaces, extend the first ply at least 6 inches on the slab and 4 inches up the vertical surface. At intersections of two vertical surfaces, extend the first ply at least 10 inches on each side of the intersection. Place second ply to lap the first by not less than 2 inches.

3.3.5 Keyed Joint Footings

Provide membrane flashing, neatly formed, to the contours of keyed joints in foundation wall footings. Extend flashing to the outside edge of the footing, and turn the flashing down 4 inches. Continue the flashing through the joint to the inside of the walls and lap the flashing into the waterproofing membrane under the slab. Protect the flashing until it is lapped by the waterproofing membranes for the subsurface floor slabs and foundation walls. The flashing membrane shall be made up of the same number and type materials as the waterproofing membrane or a thermoplastic material compatible with the waterproofing materials, as recommended by the manufacturer.

3.3.6 Flashing Flanges

Prime flashing flanges of the sleeves of pipes and ducts penetrating the waterproofing membrane. Allow primer to dry. Strip flanges in with two fabric membrane collars cemented in place and to each other with bituminous plastic cement. Extend collars 4 and 6 inches, respectively, beyond the edge of the flanges, cover the flanges, and fit the flanges tight against the sleeve. Extend waterproofing connecting with work exposed to the weather back of same, or counter flash to form a watertight connection.

SECTION 07 12 00 Page 7

3.3.7 Clamping Devices

At floor drains and elsewhere, as indicated, extend membrane into clamping device set in heavy coating of bituminous plastic cement, and clamp securely.

3.3.8 Reglets

Install continuous reglets as specified in Section 07 60 00 FLASHING AND SHEET METAL to receive the exposed edges of membrane waterproofing. After placement of waterproofing, completely fill reglets with bitumen.

3.4 FIELD TEST

3.4.1 Sampling and Testing of Bulk Liquid Asphalt

Notify the Contracting Officer one working day prior to the delivery date of asphalt. Take a minimum of one-quart sample of each shipment of bulk liquid asphalt when the shipment arrives at the construction site. Obtain samples in the presence of the Contracting Officer using clean one-quart, friction-lid cans. Label samples to indicate project contract number, location where used on project, and date and time of arrival of shipment from which sample is taken. Give samples to the Contracting Officer for safekeeping until picked up by the testing laboratory. The contractor shall pay for the testing of the bulk liquid asphalt. Samples tested that are found not to be in conformance with specification requirements will constitute grounds for rejection. Remove and replace with new materials all waterproofing installed with asphalt from which the nonconforming samples were taken.

3.4.2 Test of Membrane Waterproofing

Prior to concealment, plug the drain and cover membrane waterproofing on horizontal surfaces over finished spaces with 3 inches of ponded water for 24 hours to test watertightness. Make careful measurement of the water level at the beginning and end of the 24-hour period. If water level falls, drain the water, and thoroughly dry and inspect the waterproofing membrane. Make repairs or replacement, as directed, and repeat test. Work that conceals membrane waterproofing shall not proceed before approval of test results.

3.5 PROTECTIVE COVERING

3.5.1 Vertical Surfaces

Protect membrane waterproofing against which backfill is to be placed by providing protective covering pressed into the final mopping while the mopping of bitumen is still hot. Butt edges of protection board against adjacent edges of protection boards. Cover exposed surfaces with a coating of bitumen. Where surfaced fiberboard or mineral fiberboard is used, place surface side facing outward. Fit board around pipes and projections to cover the entire surface of the membrane waterproofing.

3.5.2 Horizontal Surfaces

Place protective covering over membrane immediately after application has thoroughly dried. Remove protective covering immediately before proceeding with work that will conceal the membrane waterproofing.

SECTION 07 12 00 Page 8

3.6 CLEAN-UP

Surfaces of other work that are stained with waterproofing materials shall be cleaned with a cleaner recommended by waterproofing manufacturer.

SECTION 07 13 53 Page 1

SECTION 07 13 53

ELASTOMERIC SHEET WATERPROOFING

The publications listed below form a part of this specification to the

ASTM D 1004 (2007) Initial Tear Resistance of Plastic Film and Sheeting

ASTM D 1149 (2007) Standard Test Method for Rubber Deterioration -

Surface Ozone Cracking in a Chamber

ASTM D 1204 (2007) Linear Dimensional Changes of Nonrigid Thermoplastic

Sheeting or Film at Elevated Temperature

ASTM D 146 (2004) Sampling and Testing Bitumen-Saturated Felts and

Woven Fabrics for Roofing and Waterproofing

ASTM D 2136 (2002; R 2007) Coated Fabrics - Low-Temperature Bend Test

ASTM D 2240 (2005) Standard Test Method for Rubber Property - Durometer

Hardness

ASTM D 297 (1993; R 2006) Rubber Products - Chemical Analysis

ASTM D 3045 (1992; R 2003) Practice for Heat Aging of Plastics Without

Load

ASTM D 41 (2005) Asphalt Primer Used in Roofing, Dampproofing, and

Waterproofing

ASTM D 412 (2006a) Standard Test Methods for Vulcanized Rubber and

Thermoplastic Elastomers - Tension

ASTM D 429 (2003e1) Rubber Property-Adhesion to Rigid Substrates

ASTM D 471 (2006) Standard Test Method for Rubber Property - Effect of

Liquids

ASTM D 5385 (1993; R 2006) Hydrostatic Pressure Resistance of

Waterproofing Membranes

ASTM D 570 (1998; R 2005) Standard Test Method for Water Absorption of

Plastics

ASTM D 573 (2004) Standard Test Method for Rubber - Deterioration in an Air Oven

ASTM D 624 (2000; R 2007) Tear Strength of Conventional Vulcanized

Rubber and Thermoplastic Elastomers

SECTION 07 13 53 Page 2

ASTM D 638 (2003) Standard Test Method for Tensile Properties of Plastics

ASTM D 746 (2007) Standard Test Method for Brittleness Temperature of

Plastics and Elastomers by Impact

ASTM D 751 (2006) Coated Fabrics

ASTM D 903 (1998; R 2004) Peel or Stripping Strength of Adhesive Bonds

ASTM E 154 (1999; R 2005) Water Vapor Retarders Used in Contact with

Earth Under Concrete Slabs, on Walls, or as Ground Cover

ASTM E 96/E 96M (2005) Standard Test Methods for Water Vapor Transmission of Materials

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will

Elastomeric waterproofing sheet material Protection board Primers, adhesives, and mastics

SD-04 Samples

Materials

Submit material samples showing resolution of corner and field conditions, attachment to existing waterproof sheeting.

Elastomeric waterproofing sheet material

Certify compliance with performance requirements specified herein.

Field Quality Control Verification Of Conditions Protective Covering

Primers, adhesives, and mastics

Submit Manufacturer's material safety data sheets for primers, adhesives and mastics.

1.3 QUALITY ASSURANCE

SECTION 07 13 53 Page 3

1.3.1 Shop Drawing Requirements

Include description and physical properties; termination details;

application details; recommendations regarding shelf life, application procedures; requirements for protective covering; and precautions for flammability and toxicity.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver and store materials out of the weather, in manufacturer's original packaging with brand name and product identification clearly marked. Do not permit uncertified materials in the work area.

1.5 ENVIRONMENTAL CONDITIONS

Do not apply waterproofing during inclement weather or when there is ice, frost, surface moisture, or visible dampness on the surface to receive waterproofing and when ambient and surface temperatures are 40 degrees F or below. The restriction on the application of waterproofing materials when ambient and surface temperatures are below 40 degrees F will be waived if the contractor devises a means, approved by the Contracting Officer, of maintaining the surface and ambient temperatures above 40 degrees F.

2.1 MATERIALS

Provide one of the types of elastomeric waterproofing sheet material and related primers, adhesives, and mastics as specified herein. Ensure compatibility of waterproofing materials within a specific type, with each other, and with the materials on which they will be applied. Materials shall conform to the applicable performance requirements cited below when tested in accordance with the referenced ASTM publications.

2.2 BUTYL RUBBER SHEETING

Not less than 60 mils minimum thickness.

2.2.1 Butyl Rubber Sheeting Performance Requirements

a. Thickness Tolerance, ASTM D 412: Plus or minus 10 percent;

b. Specific Gravity, ASTM D 297: 1.20, plus or minus 0.05;

c. Tensile Strength, ASTM D 412: 1,200 psi minimum;

d. Tensile Stress at 300 percent elongation, ASTM D 412: 600 psi minimum;

e. Elongation, ASTM D 412: 300 percent minimum;

f. Tear Resistance, Die C, ASTM D 624: 150 pound force per inch (lbf/inch)minimum;

g. Shore A Hardness, ASTM D 2240: Five-second interval before reading; 60 plus or minus 10;

SECTION 07 13 53 Page 4

h. Ozone Resistance, ASTM D 1149: No cracks, 7 days - 50 pphm - 100 degrees F, 20 percent elongation;

i. Heating Aging-Accelerated, ASTM D 573: Tensile retention, 60 percent of minimum original elongation retention; 60 percent of minimum original requirement; 7 days, 240 degrees F;

j. Butyl Identification, ASTM D 471, Tricresyl Phosphate Immersion:

Maximum volume swell 10 percent, 70 hrs, 212 degrees F;

k. Low Temperature Flexibility, ASTM D 746: No failure at -40 degrees F;

l. Water Absorption, ASTM D 471: +1 percent maximum. 7 days, 158 degrees

F;

m. Exposure to Fungi and Bacteria in Soil, ASTM E 154, Minimum 16 Weeks:

Unaffected; and

n. Water Vapor Transmission, 80 Degrees Permeance, ASTM E 96/E 96M, Procedure B or BW: 0.15 perms maximum.

2.2.2 Adhesive, Cement, and Tape for Use with Butyl Rubber

As recommended by the butyl rubber waterproofing membrane manufacturer.

2.3 THERMOPLASTIC MEMBRANE: POLYVINYL CHLORIDE (PVC)

Polyvinyl chloride (PVC) flexible sheets with non-woven fiberglass reinforcing not less than 60 mils minimum thickness.

2.3.1 Thermoplastic Membrane Performance Requirements

a. Overall thickness, ASTM D 751: .059 inches min.;

b. Tensile strength ASTM D 638: 1,600 psi min.;

c. Elongation at break, ASTM D 638: 250 percent minimum;

d. Seam strength, ASTM D 638: 90 percent minimum of tensile strength;

e. Retention of properties after heat aging, ASTM D 3045;

f. Tensile strength, ASTM D 638: 95 percent of original;

g. Elongation, ASTM D 638: 95 percent of original;

h. Tear resistance, ASTM D 1004: 17 Pound Force;

i. Low Temperature Bend , ASTM D 2136: -40 F;

j. Liner Dimensional Change, ASTM D 1204: 0.002 percent; and

k. Weight Change After Immersion in Water, ASTM D 570: 2.0 percent maximum.

SECTION 07 13 53 Page 5

2.3.2 Adhesives

a. Adhesive for thermoplastic flashings as recommended by manufacturer.

b. Adhesive for Sub-Membrane Grid: 100 percent solids, two-part urethane, with minimum tensile strength of 150 psi, in accordance with ASTM D 412 and adhesion to concrete of 12 ply in accordance with ASTM D 429 as recommended by manufacture.

2.3.3 Accessories

Securement Strip: 14 gauge stainless steel metal bar, 1 inch wide, pre-punched 1 inch on center for securement.

2.4 COMPOSITE, SELF-ADHERING MEMBRANE SHEETING

Cold applied composite sheet consisting of rubberized asphalt and cross laminated, high density polyethylene film. Not less than 60 mils minimum thickness is required.

2.4.1 Composite, Self-Adhering Sheeting Performance Requirements

a. Tensile Strength, ASTM D 412, Die C: 250 psi minimum;

b. Ultimate Elongation, ASTM D 412, Die C: 200 percent minimum;

c. Water Vapor Transmission, ASTM E 96/E 96M, 80 Degrees F Permeance, Procedure B: 0.1 perm maximum;

d. Pliability Degrees F, ASTM D 146: (180 Degrees Bend Over 1-Inch

Mandrel): No cracks at minus -25 degrees F;

e. Cycling Over Crack at Minus 15 Degrees F: Membrane is applied and rolled across two primed concrete blocks with no separation between blocks. Crack opened and closed from zero to 1/4 inch. No effect at 100 cycles;

f. Puncture Resistance, ASTM E 154: 40 lb. minimum;

g. Lap Adhesion at Minimum Application Temperature, ASTM D1876 Modified, 880 N/m (5 lbs/in.);

h. Peel Strength, ASTM D 903: Modified, 9 lbs/n;

i. Resistance to Hydrostatic Head, ASTM D 5385: 231 feet of water

j. Water Absorption, ASTM D 570; 0.1% maximum.

2.4.2 Primer

Asphalt composition, ASTM D 41, or synthetic polymer in solvent as recommended by the membrane manufacturer.

2.4.3 Mastic

Polymer modified asphalt in suitable solvent of trowel-grade consistency and as recommended by the membrane manufacturer.

SECTION 07 13 53 Page 6

2.5 PROTECTION BOARD

Provide protection board that is compatible with the waterproofing membrane.

Use a minimum 1/2 inch thick fir bituminous - impregnated board, 1 inch for polystyrene, 1/8 inch thick for vertical and 1/4 inch for horizontal premolded bituminous protection board as recommended by the manufacturer.

Where drainage fabric protection board is indicated provide three-dimensional, high impact resistant polymeric grid with woven monofilament drainage fabric bonded to the grid.

3.1 VERIFICATION OF CONDITIONS

Before starting the work, verify that surfaces to be waterproofed are in satisfactory condition. Notify the Contracting Officer of defects or conditions that will prevent a satisfactory application. Do not start application until defects and conditions have been corrected.

3.2 SURFACE PREPARATION

Ensure surfaces to be treated are clean, dry, smooth, and free from deleterious materials and projections. Thoroughly wet holes, joints, cracks, and voids in masonry or concrete with water and fill with Portland cement mortar, strike flush, and permit to dry. Cut off high spots or grind smooth.

Finish top surfaces of projecting masonry or concrete ledges below grade, except footings, to a steep bevel with Portland cement mortar. Sweep surfaces to be covered before applying waterproofing to remove dust and foreign matter. Cure concrete by a method compatible with the waterproofing system.

Follow manufacturer's printed installation instructions. Where indicated, mop continuous cant strips in place at vertical and horizontal corners before installing the waterproofing membrane. Do not use untreated wood or wood fiber cants. When using solvent welding liquid, avoid prolonged contact with skin and breathing of vapor. Provide adequate ventilation. Carry waterproofing of horizontal surfaces up abutting vertical surfaces as indicated and adhere solid to the substrate. Avoid wrinkles and buckles in applying membrane and joint reinforcement.

a. Non-Self-Adhering Membrane: Unroll membrane and allow to remain flat for at least one-half hour before application. Apply an asphalt concrete primer prior to application of asphaltic adhesive. Where solvent adhesive is applied, allow major portion of solvent to evaporate so that bonding adhesive does not stick to a dry finger touching it. Apply elastomeric waterproofing membrane in a full bed of adhesive at a uniform coverage rate in accordance with the recommendations in the membrane manufacturer's printed instructions.

Where membrane on horizontal surfaces are to receive concrete fill, apply adhesive in 4-inch wide strips at 2 feet on center. Pull membrane tight without stretching. As soon as adhesive is fully set and dry, recheck lap splices. Where openings or fishmouths appear, reseal, and reroll lap splices.

SECTION 07 13 53 Page 7

b. Self-Adhering Membrane: Apply composite, self-adhering membrane on surfaces primed at a uniform coverage rate in accordance with membrane manufacturer's printed instructions. Remove release sheet and apply with tacky surface in contact with dried primer.

c. Protection: Protect membrane over horizontal surfaces from abnormal traffic during installation. Use only equipment with rubber tires.

Provide walkway protection where heavy traffic from other trades is expected. Do not store material on membrane.

3.3.1 Butyl Rubber

Lap sheets at sides and ends a minimum of 6 inches over the preceding sheet.

Apply lap splicing cement over entire 6 inches splice area prior to application of sealant. Sealant shall be continuous along the entire length of the splice. Maintain a continuous bead of sealant at all membrane splices or as required by the manufacturer. When membrane will be below water table, provide a tongue and groove cemented splice a minimum of 6 inches with factory made heat vulcanized seam not less than 2 inches or as required by the manufacturer.

3.3.2 Thermoplastic Membrane (PVC)

Deck shall be clean, smooth and dry without surface irregularities. Consult with membrane manufacturer prior to grid application. Install 12-inch wide sub-membrane containment grid as required by manufacturer. Provide and install the containment grid at intervals across the width and length of the substrate, at the base of all transitions, walls, curbs, penetrations, and at the perimeter of each deck/substrate section. Fully adhere strips to the deck in a full bedding of two-part urethane adhesive medium. Adjacent sheets shall be welded in accordance with manufacturer's instructions. All side and end lap joints shall be hot-air welded. Lap area shall be a minimum of 3-inch wide when machine welding, and a minimum of 4 inch wide when hand welding but not less than recommended by the manufacturer. Overlaps shall be with the flow of water.

3.4 COMPOSITE, SELF-ADHERING MEMBRANE

Lap sheets at edges and ends a minimum of 2-1/2 inches over the preceding sheet. All side laps shall be minimum 2-1/2 inches and end laps shall be 5 inches. Laps shall be self adhesive, mastic as per manufacturer's recommendation. Roll or firmly press to adhere membrane to substrate. Cover corners and joints with two layers of reinforcement by first applying a 12 inch width of membrane centered along the axis. Flash drains and projections with a second ply of membrane for a distance of 6 inches from the drain or projection. Finish exposed, terminated edges of membrane on horizontal or vertical surfaces with a troweled bead of mastic. Apply mastic around edges of membrane, and drains and projections. Apply mastic at end of each work day.

3.5 FLASHING

Flash penetrations through membrane. Ensure that where reinforcing bars penetrate a waterproofing membrane, each of those penetrations be sealed with the appropriate sealant or mastic flashing component. Embed elastomeric membrane in a heavy coat of adhesive, except for self-adhering membrane.

SECTION 07 13 53 Page 8

Continuous metal reglets shall be installed, horizontally on footing and vertically on intersecting and connecting walls, and as specified in Section 07 60 00 FLASHING AND SHEET METAL. Metal reglets shall receive exposed edges of membrane waterproofing. Secure membrane into reglets by lead wedges and fill with cement as recommended by manufacturer of waterproofing materials.

Counterflash upper edge of membrane waterproofing and protective covering as specified in Section 07 60 00 FLASHING AND SHEET METAL.

3.6 FIELD QUALITY CONTROL

Notify the Contracting Officer one day prior to date of performing tests.

Before concealment, cover elastomeric waterproofing on horizontal surfaces over finished spaces with 3 inches of ponded water for 24 hours. Do not add water after start of 24-hour period. Carefully measure water level at beginning and end of 24-hour period. If water level falls, remove water and inspect waterproofing membrane. Make repairs or replacement as directed, and repeat test. Do not proceed with work that conceals membrane waterproofing before receiving approval and acceptance of Contracting Officer.

3.7 PROTECTIVE COVERING

After installation has been inspected and approved by the Contracting Officer, apply a protective covering to the membrane waterproofing prior to backfilling. Protect vertical membrane waterproofing with a 1/2 inch minimum thickness of asphalt plank; 1/2 inch minimum thickness of fiberboard; or 1/8 inch minimum thickness of compatible water-resistant bitumen type protection board with edges abutting adjacent edges and exposed surfaces covered by a taping system recommended by manufacturer of protection board. Cover horizontal membrane waterproofing with similar protection board and Portland cement mortar not less than 3/4 inch thick; place uniformly and allow to set before installing subsequent construction.

SECTION 07 22 00 Page 1

SECTION 07 22 00

ROOF AND DECK INSULATION

The publications listed below form a part of this specification to the

ASTM C 1050 (1991) Standard Specification for Rigid Cellular

Polystyrene-Cellulosic Fiber Composite Roof Insulation

ASTM C 1289 (2008) Standard Specification for Faced Rigid Cellular

Polyisocyanurate Thermal Insulation Board

ASTM C 552 (2007) Standard Specification for Cellular Glass Thermal

Insulation

ASTM C 726 (2005) Mineral Fiber Roof Insulation Board

ASTM C 728 (2005) Perlite Thermal Insulation Board

ASTM D 2178 (2004) Asphalt Glass Felt Used in Roofing and Waterproofing

ASTM D 226 (2006) Standard Specification for Asphalt-Saturated Organic

Felt Used in Roofing and Waterproofing

ASTM D 312 (2000; R 2006) Standard Specification for Asphalt Used in

Roofing

ASTM D 41 (2005) Asphalt Primer Used in Roofing, Dampproofing, and

Waterproofing

ASTM D 4586 (2007) Asphalt Roof Cement, Asbestos-Free

ASTM D 4601 (2004) Asphalt-Coated Glass Fiber Base Sheet Used in

Roofing

ASTM D 4897 (2001) Asphalt-Coated Glass-Fiber Venting Base Sheet Used in Roofing

ASTM E 84 (2008a) Standard Test Method for Surface Burning

Characteristics of Building Materials

FM GLOBAL (FM)

FM AS 4470 (1986; R 1992) Class I Roof Covers

FM P7825 (2005) Approval Guide

FM P7825c (2005) Approval Guide Building Materials

SECTION 07 22 00 Page 2

FM P9513 (2002) Specialist Data Book Set for Roofing contractors;

contains 1-22 (2001), 1-28 (2002), 1-29 (2002), 1-28R/1-29R (1998), 1-30 (2000), 1-31 (2000), 1-32 (2000), 1-33 (2000), 1-34 (2001), 1-49 (2000), 1-52 (2000), 1-54 (2001)

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir (2008) Building Materials Directory

1.2 SUBMITTALS

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will

SD-02 Shop Drawings

Tapered roof insulation system; G, Taper cants and crickets

Show location and spacing of wood nailers that are required for securing insulation and for backnailing of roofing felts.

Fasteners Asphalt; G, Insulation; G

Include minimum thickness of insulation for steel and concrete decks and fastener pattern for insulation on steel decks.

Flame spread and smoke developed ratings

Submit in accordance with ASTM E 84.

Installer qualifications

Nails and fasteners

Roof insulation, including field of roof and perimeter attachment requirements.

1.3 MANUFACTURER'S CERTIFICATE

Submit certificate from the insulation manufacturer attesting that the installer has the proper qualifications for installing tapered roof insulation systems.

SECTION 07 22 00 Page 3

Certificate attesting that the expanded perlite or polyisocyanurate insulation contains recovered material and showing estimated percent of recovered material. Certificates of compliance for felt materials.

1.4 QUALITY ASSURANCE

1.4.1 Insulation on Combustible Steel or Concrete Decks

Roof insulation shall have a flame spread rating not greater than 75 and a smoke developed rating not greater than 150, exclusive of covering, when tested in accordance with ASTM E 84. Insulation bearing the UL label and listed in the UL Bld Mat Dir as meeting the flame spread and smoke developed ratings will be accepted in lieu of copies of test reports. Compliance with flame spread and smoke developed ratings will not be required when insulation has been tested as part of a roof construction assembly of the type used for this project and the construction is listed as fire-classified in the UL Bld Mat Dir or listed as Class I roof deck construction in the FM P7825. Insulation tested as part of a roof construction assembly shall bear UL or FM labels attesting to the ratings specified herein.

1.4.2 Foam Board on Combustible and Steel Decks

Separate polyurethane insulation from a combustible and steel deck with a thermal barrier of glass mat gypsum roof board or roof insulation in accordance with the requirements of the UL Bld Mat Dir or the FM P7825.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver materials to site in manufacturer's unopened and undamaged standard commercial containers bearing the following legible information:

a. Name of manufacturer;

b. Brand designation;

c. Specification number, type, and class, as applicable, where materials are covered by a referenced specification; and

d. Asphalt's flashpoint (FP), equiviscous temperature (EVT), and finished blowing temperature (FBT).

Deliver materials in sufficient quantity to allow continuity of the work.

1.5.2 Storage and Handling

Store and handle materials in a manner to protect from damage, exposure to open flame or other ignition sources, and from wetting, condensation or moisture absorption. Store in an enclosed building or trailer that provides a dry, adequately ventilated environment. Store felt rolls on ends. For the 24 hours immediately before application of felts, store felts in an area maintained at a temperature no lower than 50 degrees F above grade and having ventilation around all sides. Replace damaged material with new material.

1.6 ENVIRONMENTAL CONDITIONS

SECTION 07 22 00 Page 4

Do not install roof insulation during inclement weather or when air temperature is below 40 degrees F and interior humidity is 45 percent or greater, or when there is visible ice, frost, or moisture on the roof deck.

1.7 PROTECTION OF PROPERTY

1.7.1 Flame-Heated Equipment

Locate and use flame-heated equipment so as not to endanger the structure or other materials on the site or adjacent property. Do not place flame-heated equipment on the roof. Provide and maintain a fire extinguisher near each item of flame-heated equipment.

1.7.2 Protective Coverings

Install protective coverings at paving and building walls adjacent to hoist and kettles prior to starting the work. Lap protective coverings at least 6 inches, secure them against wind, and vent them to prevent collection of moisture on the covered surfaces. Keep protective coverings in place for the duration of the work with asphalt products.

1.7.3 Special Protection

Provide special protection approved by the insulation manufacturer, or avoid heavy traffic on completed work when ambient temperature is above 80 degrees F.

1.7.4 Drippage of Bitumen

Seal joints in and at edges of deck as necessary to prevent drippage of asphalt into building or down exterior walls.

2.1 INSULATION

2.1.1 Insulation Types

Roof insulation shall be one or an assembly of a maximum of three of the following materials and compatible with attachment methods for the specified insulation and roof membrane:

a. Expanded Perlite Board: ASTM C 728. Minimum 3/4 inch thick when both top and bottom surfaces will be in contact with asphalt.

b. Polyisocyanurate Board: ASTM C 1289, Type I - foil faced both sides or Type II, fibrous felt or glass mat membrane both sides, except minimum compressive strength shall be 20 pounds per square inch (psi).

c. Composite Boards: ASTM C 1289, Type III, perlite insulation board faced one side, fibrous felt or glass fiber mat membrane on other side or Type V, oriented strand board or waferboard on one side and fibrous felt or glass fiber mat membrane or aluminum foil on the other; ASTM C 1289 (Polyisocyanurate-perlite); or ASTM C 1050 (Polystyrene-wood fiberboard), Type III, Grade 1, Class A.

SECTION 07 22 00 Page 5

d. Cellular Glass Boards: ASTM C 552, Type IV.

2.1.2 Mineral-Fiber Insulation Board

ASTM C 726.

2.1.3 Recovered Materials

Provide thermal insulation materials containing recycled materials to the extent practical. The required minimum recycled material content for the listed materials are:

Perlite Composition Board: 23 percent post-consumer paper Polyisocyanurate/polyurethane: 9 percent recovered material Phenolic Rigid Foam: 5 percent recovered material

2.1.4 Insulation Thickness

As necessary to provide a thermal resistance indicated or more for average thickness of tapered system. Thickness shall be based on the "R" value for aged insulation. Insulation over steel decks shall satisfy both specified R value and minimum thickness for width of rib opening recommended in insulation manufacturer's published literature.

2.1.5 Tapered Roof Insulation

One layer of the tapered roof insulation assembly shall be factory tapered to slope indicated on the drawings or if not indicated 1/4 inch per foot in the valleys. Provide starter and filler blocks as required to provide the total thickness of insulation necessary to meet the specified slope and thermal conductance. Mitered joints shall be factory fabricated and shall consist of two diagonally cut boards or one board shaped to provide the required slopes. Identify each piece of tapered insulation board by color or other identity coding system, allowing the identification of different sizes of tapered insulation board required to complete the roof insulation system.

2.1.6 Cants and Tapered Edge Strips

Provide preformed cants and tapered edge strips of the same material as the roof insulation; or when roof insulation material is unavailable, provide pressure-preservative treated wood, or rigid perlite board cants and edge strips as recommended by the roofing manufacturer, unless otherwise indicated. Face of cant strips shall have incline of 45 degrees and vertical height of 4 inches. Taper edge strips at a rate of one to 1-1/2 inch per foot down to approximately 1/8 inch thick.

2.2 PROTECTION BOARD

For use as a thermal barrier (underlayment), fire barrier (overlayment), or protection board for hot-mopped, torched-down, or adhesively-applied roofing membrane over roof insulation.

2.2.1 Glass Mat Gypsum Roof Board

SECTION 07 22 00 Page 6

ASTM C 1177/C 1177M, 0 Flame Spread and 0 Smoke Developed when tested in accordance with ASTM E 84, 500 psi, Class A, non-combustible, thickness as indicated, 4 by 8 feet board size.

2.3 BITUMENS

2.3.1 Asphalt Primer

ASTM D 41.

2.3.2 Asphalt

ASTM D 312, Type III or IV. Asphalt flash point, finished blowing temperature, and equiviscous temperature (EVT) for mop and for mechanical spreader application shall be indicated on bills of lading or on individual containers.

2.3.3 Asphalt Roof Cement

ASTM D 4586, Type I for horizontal surfaces and for surfaces sloped from 0 to 3 inches per foot, Type II for vertical and surfaces sloped more than 3 inches per foot.

2.4 SHEATHING PAPER FOR WOOD DECKS

Rosin-sized building paper or unsaturated felt weighing not less than 5 pounds per 100 square feet.

2.5 MOISTURE CONTROL

2.5.1 Vapor Retarder

2.5.1.1 Asphalt-Saturated Felt Base Sheet for Single Layer Application

ASTM D 4601, weighing not less than 35 pounds per 100 square feet.

2.5.1.2 Asphalt-Coated Glass Felt

ASTM D 2178, Type IV.

2.5.2 Ventilating Felt for Poured or Precast Concrete Decks

ASTM D 4897, Type II, non-perforated, with spot mopping holes where specified.

2.5.3 Organic Roofing

ASTM D 226, Type I.

2.6 FASTENERS

Flush-driven through flat round or hexagonal steel or plastic plates. Steel plates shall be zinc-coated, flat round not less than 1-3/8 inch diameter or hexagonal not less than 28 gage. Plastic plates shall be high-density, molded thermoplastic with smooth top surface, reinforcing ribs and not less than 3 inches in diameter. Fastener head shall recess fully into the plastic plate after it is driven. Plates shall be formed to prevent dishing. Do not

SECTION 07…