������������������������ SECTION 07110

 

����������������� LEAD MEMBRANE WATERPROOFING

This section is based on products manufactured by members of the Lead Industries Association, Inc., at the following address:

���� 295 Madison Avenue

���� New York, NY� 10017

���� Telephone 212-578-4750

���� Fax 212-684-7714

 

Lead sheet for plazas, fountains, pools, and other below-grade applications, as well as for showers, commercial and institutional kitchen floors, and computer centers provides waterproofing of the highest quality.� A few outstanding buildings featuring lead waterproofing are the World Trade Center, the United Nations Library, and the American Electric Power System's Computer Center.

 

PART 1� GENERAL

 

1.1 SECTION INCLUDES

Delete items below not required for project.

��� A.� Fountain and reflecting pool waterproofing.

 

��� B.� Plaza deck waterproofing.

 

��� C.� Planter waterproofing.

 

��� D.� Below-grade waterproofing.

 

��� E.� Kitchen floor waterproofing.

 

��� F.� Shower stall waterproofing.

 

��� G.� __________.

 

��� H.� Penetration flashings and perimeter flashings for lead waterproofing.

 

1.2 RELATED SECTIONS

Delete any sections below not relevant to this project;� add others as required.

��� A.� Section 02500 - Paving and Surfacing.

 

��� B.� Section 02515 - Unit Pavers.

 

��� C.� Section 03300 - Cast-In-Place Concrete.

 

��� D.� Section 07555 - Protected Sheet Lead Membrane Roofing.

 

��� E.� Section 07600 - Flashing and Sheet Metal.

 

1.3 REFERENCES

Delete references from the list below that are not actually required by the text of the edited section.

��� A.� ASTM B 32 - Standard Specification for Solder Metal.

 

��� B.� ASTM B 749 - Standard Specification for Lead and Lead Alloy Strip, Sheet, and Plate Products.

 

��� C.� ASTM D 226 - Standard Specification for Asphalt Saturated Organic Felt Used in Roofing and Waterproofing.

 

��� D.� ASTM D 4479 - Standard Specification for Asphalt Roof Coatings -- Asbestos Free.

 

��� E.� Fed. Spec. TT-C-494B - Coating Compound, Bituminous, Solvent Type, Acid Resistant.

 

��� F.� MIL-C-18480 - Coating Compounds, Bituminous, Solvent, Coal-Tar Base.

 

1.4 SUBMITTALS

 

��� A.� Submit under provisions of Section 01300.

 

��� B.� Product Data:� Provide manufacturer's standard details and catalog data demonstrating compliance with referenced standards.� Provide installation instructions.

 

��� C.� Samples:� 6 x 6 inch samples of sheet lead.

 

1.5 QUALITY ASSURANCE

 

��� A.� Installer Qualifications:� Employ only qualified journeymen lead burners to join sheets of lead.

 

1.6 DELIVERY, STORAGE, AND HANDLING

 

��� A.� Handle, store, and protect lead from deformation, construction traffic, and damage.

 

 

PART 2� PRODUCTS

 

2.1 MATERIALS

 

��� A.� Sheet Lead:

������� 1.� Comply with ASTM B 749.

Delete 1 of the 2 following paragraphs.

������� 2.� Weight:� 6 psf (3/32-inch thick).

������� 3.� Weight:� 8 psf (1/8-inch thick).

������� 4.� Furnish in 8 x 25 foot rolls, unless otherwise required or approved.

Delete 1 of the 2 following paragraphs.�

 

Burning (welding) is the preferred method of joining sheets.� Soldering is more rarely used for smaller installations.

��� B.� Burning Rods:� Same composition as sheet lead.

 

��� C.� Solder:� ASTM B 32, 50/50 or 40/60 tin-lead.

 

��� D.� Underlayment:� 30 lb. asphalt-impregnated felt, ASTM D 226, Type II.

 

��� E.� Slip Sheet:� Reinforced plastic or paper such as "Tyvek", "Visquine" etc.

 

��� F.� Barrier Coating:� Black asphaltum, Federal Specification TT-C-494, Type II; MIL-C-18480; or ASTM D 4479, Type II.

 

��� G.� Temporary Protection Board:� At least one, 1/2-inch thick layer of suitable protective particle board or plywood.

 

 

PART 3� EXECUTION

 

3.1 EXAMINATION

 

��� A.� Examine surfaces to receive sheet lead waterproofing.

������� 1.� Verify that surfaces are smooth and even, free of projections, protrusions, or other irregularities.

������� 2.� Verify that angles and edges over which lead will be turned are chamfered or eased.

������� 3.� Do not begin waterproofing operations until surrounding or abutting construction and penetrations through waterproofing are completed and approved.

������� 4.� Verify that concrete is sound, clean, and free of dirt, dust, debris, or other contaminants.

������� 5.� Verify that concrete surfaces have been screeded and floated to a smooth surface without projecting stones or other aggregate.

������� 6.� Verify that brick or other masonry substrates are laid true and straight, with joints struck flush or tooled with half-round tool.

 

��� B.� Notify the Architect in writing of any defective conditions encountered.

 

��� C.� Correct defective conditions before beginning waterproofing work.� Starting of work shall constitute acceptance of such conditions.

 

3.2 SURFACE PREPARATION

 

��� A.� Grind down high spots.

 

��� B.� Fill low spots with Portland-cement-based patching compound approved by the Architect.

 

��� C.� Parge irregular substrates with acrylic-latex modified Portland-cement-based mortar approved by the Architect.

Delete 1 of the 2 following paragraphs.

 

Free lime, which occurs in "green" cement, can corrode lead with disastrous consequences, and should not be allowed to contact lead sheet.

��� D.� Install 1 layer of underlayment over entire surface to be waterproofed.� Install 1 layer of slip sheet over underlayment.

 

��� E.� Coat lower surface of lead to be in contact with new concrete slabs or other masonry surfaces with a barrier coating comprised of a continuous, heavy brush coat of black asphaltum.

 

3.3 INSTALLATION

 

��� A.� Lay out sheet to minimize joints.

 

��� B.� Lap joints between adjoining sheets 1-1/2 inches.

 

��� C.� Tools, brakes, tongs, etc., shall be such as to bend and work lead to easy curves and to prevent scoring or damaging the material.� Only proper lead working tools (wooden mallets, dressers, etc). are acceptable to form the lead.

 

��� D.� Allow room for expansion between rigid members.

Delete 1 of the 2 following articles.�

 

Burning (welding) is the preferred method of joining sheets.� Soldering is more rarely used for smaller installations.

3.4 BURNED JOINTS

 

��� A.� Clean by shave hook, lead scraper, or wire brush, sections of lead that are to become a part of the joint.

 

��� B.� Join adjacent pieces of lead sheet by burning (welding of lead to lead).

������� 1.� Use only the smallest size tip on burning torch.

������� 2.� Use only hydrogen and oxygen gases.

������� 3.� Take extreme care to avoid burning through or reducing the thickness of the lead sheet being joined.

 

3.5 SOLDERED JOINTS

 

��� A.� Clean by shave hook, lead scraper, or wire brush, sections of lead that are to become a part of the joint, including the underside of the overlapping sheet and the area of the bottom sheet directly under the lap and at least 1/4 inch beyond the edge of the lap.

������� 1.� Immediately after cleaning, rub a very thin coat of plumber's candle over shaved or brushed surfaces to prevent oxidation.

������� 2.� Sprinkle powdered rosin over shaved areas.

 

��� B.� After solder-tacking sheets together at suitable intervals, feed solder to joints using a clean, well tinned soldering iron at the proper temperature.� Fully solder the joint surfaces including the underside of the overlapping sheet and the area of the bottom sheet directly under the lap.

 

3.6 PROTECTION

Delete the following paragraph if cementitious toppings will not be installed in contact with lead sheet.

��� A.� Cementitious Toppings:� Where upper surface of lead sheet will be exposed to cementitious toppings or setting beds, apply a continuous, heavy brush coat of black asphaltum to entire surface of lead sheet.

Depending on project conditions -- whether pool or planter, whether tile or concrete slabs or earth fill are to be installed -- the project design may require a sandwich of various materials between the lead sheet and the final surfacing exposed to view.� These materials might include permanent insulation, layers of gravel fill or planting soils, tile setting beds, concrete slabs, tough protection boards to guard against specific types of damage, or any combination of such materials.�

 

Many of these materials would be specified in the respective finish sections of the specifications;� some could be specified here (and materials added in Part 2).� The following is considered to be a minimum acceptable level of protection.

��� B.� Protect material and work in place from damage.� Repair any damage that may occur.

 

��� C.� Provide temporary water cut-offs to prevent penetration of water underneath the membrane when work is interrupted, at end of day, or during inclement weather.� Remove and discard temporary cut-offs before proceeding.

 

��� D.� Temporary Protection:� Do not permit construction traffic directly on top of lead sheet.� Install suitable protection board as installation proceeds to guard against occasional, essential light traffic and against excessive temperature changes until permanent covering has been installed.

 

 

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