Installing a Terne-Coated Stainless Steel Sheetmetal Roof

Technical Procedures Disclaimer

Prior to inclusion in GSA’s library of procedures, documents are reviewed by one or more qualified preservation specialists for general consistency with the Secretary of Interior Standards for rehabilitating historic buildings as understood at the time the procedure is added to the library. All specifications require project-specific editing and professional judgement regarding the applicability of a procedure to a particular building, project or location. References to products and suppliers are to serve as a general guideline and do not constitute a federal endorsement or determination that a product or method is the best or most current alternative, remains available, or is compliant with current environmental regulations and safety standards. The library of procedures is intended to serve as a resource, not a substitute, for specification development by a qualified preservation professional.

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We’ve reviewed these procedures for general consistency with federal standards for rehabilitating historic buildings and provide them only as a reference. Specifications should only be applied under the guidance of a qualified preservation professional who can assess the applicability of a procedure to a particular building, project or location. References to products and suppliers serve as general guidelines and do not constitute a federal endorsement nor a determination that a product or method is the best alternative or compliant with current environmental regulations and safety standards.

PART 1—GENERAL

1.01 SUMMARY

A. This procedure includes guidance in the application of four different types of seams for a terne-coated stainless steel sheetmetal roof. For terne, see procedure 07610-07-R.

B. In this procedure, it is assumed that the roof deck is wood, and that any insulation that may be required is installed within an attic space and allows for proper ventilation of the underside of the roof. If conditions other than this exist, consult roofing material manufacturer.

C. For terne-coated stainless steelroofs, there are typically four types of seams used, depending on the appearance of the existing roof:

  1. Flat seam (also called flat locked seam): A seam between adjacent metal sheets, formed by turning up both edges, folding them over, and then flattening. In a flat seam roof, and at valleys, all seams are soldered.
  2. Standing seam: A seam between adjacent metal sheets, formed by turning up the edges of two adjacent sheets, and then folding them over.
  3. Batten seam: A seam that is formed around a wood, fiberglass or plastic core. Typically, nearly square in cross-section.
  4. Cross seam: Cross seams are perpendicular to the above seams and are intended to provide the correct length for sheet metal pans. They should be staggered from bay to bay to ensure strength and stability of the sheet metal.

D. Historic and regional roofing craftsmanship and details which are characteristic of the structure are to be treated with sensitivity. Such details are to be preserved and copied.

E. Replacement roofing work shall be equal to original workmanship. The appearance of the new roof shall match the existing roof in exposure, bay size, pattern and material.

F. Safety Precautions

  1. Wear rubber-soled shoes that have non-slip or grid type tread (preferably sneakers with a high top for good ankle support). Avoid wearing loose clothing.
  2. There should be no unnecessary walking over roof. The roof shall not be used as a storage area for other materials.
  3. Wear a safety belt or harness and secure it to a substantial chimney or to a window on the opposite side of the house. Leave only enough slack so you can work comfortably in one area, and adjust the slack as you work on other sections of the roof.
  4. Keep the deck clear of waste material as the work proceeds. Sweep the deck clean after all old roofing has been removed.
  5. Steep roofs: On roof slopes greater than 4 inches rise per foot, special consideration must be given to both footing and materials handling.
    1. Secure chicken ladders or cleats at the top for adequate footing.
    2. Hang and secure approved safety lines with ropes of sufficient strength.
    3. Carry a limited number of materials so that balance and footing are not impaired.
    4. Use scaffolding, ladders, and working platforms as required to execute the work. Scaffolding legs shall be planked to distribute load to not exceed the specified pounds per square foot on roofs as directed by applicable regulations and codes (see OSHA 3150 2002 (revised)). Ladders shall not be supported on hanging gutters. They may be distorted which can affect the slope to drain.

G. See 01100-07-S for general project guidelines to be reviewed along with this procedure. These guidelines cover the following sections:

  1. Safety Precautions
  2. Historic Structures Precautions
  3. Submittals
  4. Quality Assurance
  5. Delivery, Storage and Handling
  6. Project/Site Conditions
  7. Sequencing and Scheduling
  8. General Protection (Surface and Surrounding)

These guidelines should be reviewed prior to performing this procedure and should be followed, when applicable, along with recommendations from the Regional Historic Preservation Officer (RHPO).

1.02 DEFINITIONS

A. Bay—a unit of sheet covering as laid between seams.

B. Capping—a strip, covering the top of a batten roll, welted to the edges of the sheets which are dressed up the side of the roll.

C. Cleats or Clips—strips, cut to specified length according to the type of seam being used, placed at intervals directed by roofing manufacturer. Cleats are securely nailed to the roof deck and the ends are welted in with the edges of the sheets to hold the roofing sheets in position.

D. Drip edge—formed metal sheets at roof edges which prevent water from dripping down vertical surfaces. One edge is welted to roof sheeting to form weather-tight seam.

E. Expansion cleats—additional cleats which accommodate the thermal movement of the metal covering when a single length of metal exceeds 30’.

F. Lock joint—a single or double welted joint.

G. Saddle End—the completion of a batten roll covering or a standing seam against an abutment.

H. Solder—metal or metallic alloy of tin and lead used to join metallic surfaces.

I. Standing Seam—a double welted joint formed between the sides of adjacent bays and left standing.

J. Welting—joining metal sheets at their edges by folding together. Welting may by single or double folds, such joints being termed single or double welts respectively.

1.03 SUBMITTALS

A. Shop Drawings: Before replacing roofing, prepare working drawings showing bay width and length between seams. Prepare typical and unusual seam details, valley details, and fastening patterns for reroofing guidance.

1.04 PROJECT/SITE CONDITIONS

A. Wet weather: Do not apply new metal roof in misty or rainy weather. Do not apply metal roofing to wet roof sheathing.

PART 2—PRODUCTS

2.01 MANUFACTURERS

A. Revere Copper www.revere.com

B. Zappone www.zappone.com

C. Metal Sales Mfg. Corp. www.metalsales.us.com

D. Vulcan Supply Corporation www.paradigmshingles.com

E. Fine Metal Roof Tech www.finemetalrooftech.com

2.02 MATERIALS

A. Fasteners

  1. Nails—7/8” minimum length, flat head, stainless steel roofing nails
  2. Screws—For batten seam roofs, use stainless steel screws, long enough to securely fasten batten to roof deck.

B. Terne-coated stainless steel cleats—2” wide, length as required by type of seam being used. Consult roofing manufacturer. Pre-formed cleats are often available.

C. Terne-coated stainless steel sheetmetal—to match gauge of existing roof, .015 (28 ga.) or .018 (26 ga.) as directed by roofing manufacturer based on type of application; see 3.02 below.

D. Solder—50% tin, 50% lead

E. Rosin soldering flux

F. 15-lb. felt underlayment

G. Rosin Paper

H. Paint (optional)—red iron oxide, linseed oil; especially formulated to be used on terne metal

I. Wood, fiberglass or metal battens—size dictated by existing roof.

2.03 EQUIPMENT

A. Chicken ladder, safety belt or harness

B. Protective gloves and gear

C. Straight snips for cutting straight or slightly curved lines in sheet metal

D. Soldering copper, soldering iron

E. Tongs for bending the edges of the solder

F. Metal seamer

G. The application of sheet-metal roofing requires a full range of metal-working tools and shop equipment, plus special handling, hoisting equipment, and machinery for long lengths.

PART 3—EXECUTION

3.01 PREPARATION

A. Surface Preparation

  1. Prior to installation, remove all oil, dirt, and other debris from the roof deck. All surfaces shall be dry and free from frost.
  2. Carefully examine, measure, and record existing sheetmetal patterns at edges, hips, ridges, and other special conditions.
  3. Be careful not to damage old metal wall and vent flashings that may be used as a pattern for cutting templates. If metal cap flashings at the chimney and other vertical masonry wall intersections have not deteriorated, bend them up out of the way so that they may be used again. Be especially careful roofing in these areas to avoid damaging reusable base flashing.
  4. At this point, inspect the deck to determine whether it is sound.
    1. Remove loose or protruding nails or hammer them down.
    2. Replace rotted, damaged, or warped sheathing or delaminated plywood. Spacing between boards shall be no more than 2”. Plywood shall have a minimum thickness of 1/2”.
  5. Make whatever repairs are necessary to the existing roof framing to strengthen it and to level and true the deck.
  6. Lay down one layer of 15-lb felt underlayment. Secure as required. Cover underlayment with rosin paper. DO NOT secure to deck. This paper serves as a slip sheet between the sheetmetal and the underlayment.

3.02 ERECTION, INSTALLATION, APPLICATION

A. Flat Seam Applications

  1. Terne-coated stainless steel shall be .015 (28 ga.). Terne-coated stainless steel is available in 14” x 20” and 20” x 28” sheets. Maximum sheet size is 20” x 28”.
  2. Form sheets on a brake as indicated by roofing manufacturer.
    1. Mark folds 3/4” from edge on all four edges. Clip corners at 450 angle at intersections of markings.
    2. Fold two adjacent edges up and over and the opposite adjacent edges down and under the sheet.
  3. Before beginning the first course, be governed by proper application at ridge, drip edge, end or side wall, gutters, valleys, etc. Consult roofing manufacturer. All roof perimeters shall have appropriate terne-coated stainless steel metal drip edge.
  4. Place first sheet into position at the lowest point of roof slope. Top edge must be one of the edges which is folded up and over. Hook one end of cleat into edge formed on sheet and nail free end of cleat to deck. Place nail close to the fold but DO NOT NAIL THROUGH ROOFING SHEET. Bend end of cleat up and over nail head. Attach each sheet with two cleats per side.
  5. Continue laying roofing sheets in this manner. Align horizontal joints, stagger all vertical joints. Lay individual sheets so that the fold of the sheet higher on the roof hooks onto and is over the fold of the lower adjoining pan.
  6. At valleys, edges of individual roofing sheets will require custom fitting to provide proper flat lock seam. Sheet metal used for valleys should be as long as possible to reduce the number of cross seams.
  7. All seams must be soldered. Use solder that is 50% tin and 50% lead only. Use rosin only as a flux. Remove excess rosin before painting. Note: Do NOT use any flux containing any acid.
  8. If required to match color of original roof, paint surface as directed below in D.

B. Standing Seam Application, 3” per foot minimum pitch (for lower slopes consult roofing manufacturer)

  1. Terne-coated stainless steel shall be .015 (28 ga.) or .018 (26 ga.).
  2. Determine width and length of each pan. Maximum recommended width between seams is 21”, with maximum length of 20’. If pan length is between 20’ and 30’, pan width between seams should be reduced to 17”. Final pan width should match original roof. Individual pans may be either preformed by the manufacturer or formed on site.
    1. Taper pans longitudinally (narrower at the bottom) a minimum 1/16” to fit at the cross seams.
    2. To form on site, fold one long side up 1-15/32”, forming a 90 degree angle. Fold top 15/32” over 900 to create a “C” in section. The folded piece is called an upstand.
    3. Fold opposite long side up 1-7/8”, forming a 90 degree angle. Fold top 7/8” over 90 degrees away from the pan. Fold 3/8” of top edge down so that it is parallel with the 1” upstand.
    4. To form fold for cross seam at both the top and bottom of the pan make a 3/4” long cut parallel to the upstand and 1” away from the upstand. At the top end of the pan, make a fold up and over. At the bottom of the pan, make the fold up and back behind.
  3. Lay down first pan into position. Hook one end of cleat into side of pan whose upstand has only two folds. Nail free end of cleat to deck using two nails. Place nails close to the upstand but DO NOT NAIL THROUGH PAN. Bend end of cleat up and over nail heads. Cleats should be spaced approximately 12” on center, the entire length of the pan.
  4. Cross seams are required on roof with pitch:
    1. Greater than 6” per foot, slide two cleats onto fold at top of pan. Place each one about 1” away from the upstand. Nail as described under A.5. above. Hook next higher pan over fold and cleat of lower pan and carefully mallet seam together.
    2. Less than 6” per foot, cleats secure lower pan as described above. Approximately 4” below the fold of pan solder a strip of terne-coated stainless steel, approximately 1-1/2” wide by the full width of the pan. Use solder that is 50% tin and 50% lead only. Use rosin only as a flux. Remove excess rosin. Solder only the upper edge of the strip in place. The bottom fold of the next upper pan hooks onto this strip rather than the fold of the pan which has been folded in with the cleat. The upper pan will then cover both the fold and cleat of the lower pan, and the strip.
  5. With first row of pans secure, lay second row next to the first row, leaving a 1/16” gap between the upstands. Fold upstands of two pans together and down creating a 1” tall standing seam. Continue in this manner until roof is covered. Stagger cross seams in a uniform pattern.
  6. At valleys, drip edges and other special conditions, sides of pans will require custom fitting to provide proper seams. Consult manufacturer for difficult situations. Sheet metal used for valleys should be as long as possible to reduce the number of cross seams.
  7. To form the ridge, the top of last pan on one slope should extend beyond the ridge the desired height of the ridge seam, plus 1/2”. The last pan on the other slope should extend the desired height of the ridge seam plus 3/4”. Make a 180 degree fold in each pan so that the folds on both slopes butt against each other. Approximately 3” before the ridge, fold all standing seams flat, facing in the same direction. Fold the top 1/4” of the higher of the ridge upstands over the shorter ridge upstand. Fold both ridge upstands over a minimum of 1/2” and press together.
  8. Standing seams and cross seams need NOT be soldered. Seams at valleys, however, MUST be soldered. Use solder that is 50% tin and 50% lead only. Use rosin only as a flux. Remove excess rosin. Note: Do NOT use any flux containing any acid.
  9. If required to match color of original roof, paint surface as directed below in D.

C. Batten Seam Application for application of 3” per foot minimum pitch (Consult roofing manufacturer is roof pitch is less than 3” per foot):

  1. Terne-coated stainless steel shall be .015 (28 ga.) or .018 (26 ga.).
  2. Determine width and length of each pan. Maximum recommended width between seams is 21”. Final pan width should match original roof. Maximum length of each pan in 10’. Individual pans to be formed on site.
    1. Taper pans longitudinally (narrower at the bottom) a minimum 1/16” to fit at the cross seams.
    2. Folds required for this type of seam are complicated. Form sheets on a brake as indicated by roofing manufacturer.
  3. Lay down battens which have been sized to match original roof. Screw battens to roof deck, matching center lines of original battens.
  4. Nail cleats to vertical sides of battens, two nails per cleat. Space cleats 12” on center the length of each batten, placing cleats opposite on another. Cleats shall extend 1” above the top of each batten.
  5. At valleys, drip edges and other special conditions, sides of pans will require custom fitting to provide proper seams. Consult manufacturer for difficult situations. Sheet metal used for valleys should be as long as possible to reduce the number of cross seams.
  6. Lay individual pans as directed by manufacturer. Allow 1/16” space between vertical side of pan and the batten. Fold seams as directed.
  7. Form cross seams as directed above in 3.02.B.4.
  8. If required to match color of original roof, paint surface as directed below in D.

D. Painting terne-coated stainless steel roof after completion of installation.

  1. All surfaces must be clean and dry. Note: Do not paint over condensation.
  2. Painting shall be done on a warm, dry day, when both the roof surface and air temperature is approximately 50°F.
  3. Apply one coat of primer made especially for terne. Paint shall be brushed on to allow oil to adequately penetrate and adhere to metal. Allow to dry before applying finish coat.
  4. Apply one top coat, using finish paint which has been made to be used with selected primer. Top coat shall be brush applied.

E. Roof Maintenance

  1. Whenever possible, make inspection from ground or from above if possible.
  2. Inspect ridge details and eaves for metal punctures, and broken joints or seams. Inspect for rust, excessive weathering or exposure, erosion, or staining indicating overall deterioration.
  3. Inspect the underside of the roof deck from the attic to detect leaks. Flashings are the most vulnerable points. Therefore, inspect the underside carefully at all flashing points for evidence of leakage such as water stains.
  4. In addition to scheduled inspections, inspect after each exposure to unusually severe weather conditions such as strong winds, hail, or long continuous rains.
  5. Rinse dirt with water annually.
  6. Keep the roof clear of debris, and trim all overhanging branches that might cause mechanical damage.
  7. Inspect for and eliminate ant hills and/or bird droppings which can corrode sheet metals.
  8. Inspect the secureness of cleats and fasteners and the condition of the sheet metal after particularly heavy storms.