780 CMR 15.00 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES

780 CMR 1501.0 GENERAL ering and the roof deck. A roof assembly includes 1501.1 Scope. The provisions of 780 CMR 15.00 the roof deck, vapor retarder, substrate or thermal shall govern the design, materials, construction and barrier, insulation, vapor retarder and roof covering. quality of roof assemblies, and rooftop structures. ROOF COVERING. The covering applied to the roof deck for weather resistance, fire classification or 780 CMR 1502.0 DEFINITIONS appearance. 1502.1 General. The following words and terms shall, for the purposes of 780 CMR 15.00 and as ROOF COVERING SYSTEM. See “Roof used elsewhere in 780 CMR, have the meanings assembly.” shown in 780 CMR 1502.0 ROOF DECK. The flat or sloped surface not in- BUILT-UP ROOF COVERING. Two or more cluding its supporting members or vertical supports. layers of felt cemented together and surfaced with a ROOF RECOVER. The process of installing an cap sheet, mineral aggregate, smooth coating or additional roof covering over a prepared existing similar surfacing material. roof covering without removing the existing roof INTERLAYMENT. A layer of felt or covering. nonbituminous saturated felt not less than 18 inches ROOF REPAIR. Reconstruction or renewal of any (457 mm) wide, shingled between each course of a part of an existing roof for the purposes of its wood-shake roof covering. maintenance. MECHANICAL EQUIPMENT SCREEN. A ROOF REPLACEMENT. The process of partially enclosed rooftop structure used to removing the existing roof covering, repairing any aesthetically conceal heating, ventilating and air damaged substrate and installing a new roof conditioning (HVAC) electrical or mechanical covering. equipment from view. ROOF VENTILATION. The natural or METAL ROOF PANEL. An interlocking metal mechanical process of supplying conditioned or sheet having a minimum installed weather exposure unconditioned air to, or removing such air from, of three square feet (.279 m2) per sheet. attics, cathedral ceilings or other enclosed spaces METAL ROOF SHINGLE. An interlocking metal over which a roof assembly is installed. sheet having an installed weather exposure less than ROOFTOP STRUCTURE. An enclosed structure three square feet (.279 m2) per sheet. on or above the roof of any part of a building. MODIFIED BITUMEN ROOF COVERING. SCUPPER. An opening in a wall or parapet that One or more layers of polymer-modified asphalt allows water to drain from a roof. sheets. The sheet materials shall be fully adhered or mechanically attached to the substrate or held in SINGLE-PLY MEMBRANE. A roofing place with an approved ballast layer. membrane that is field applied using one layer of membrane material (either homogeneous or PENTHOUSE. An enclosed, unoccupied structure composite) rather than multiple layers. above the roof of a building, other than a tank, tower, spire, dome cupola or bulkhead, occupying UNDERLAYMENT. One or more layers of felt, not more than one-third of the roof area. sheathing paper, nonbituminous saturated felt or other approved material over which a steep-slope POSITIVE ROOF DRAINAGE. The drainage roof covering is applied. condition in which consideration has been made for all loading deflections of the roof deck, and 780 CMR 1503.0 WEATHER PROTECTION additional slope has been provided to ensure 1503.1 General. Roof decks shall be covered with drainage of the roof within 48 hours of precipitation. approved roof coverings secured to the building or REROOFING. The process of recovering or structure in accordance with the provisions of replacing an existing roof covering. See “Roof 780 CMR 15.00. Roof coverings shall be designed, recover” and “Roof replacement.” installed and maintained in accordance with 780 CMR and the approved manufacturer’s ROOF ASSEMBLY. A system designed to provide instructions such that the roof covering shall serve to weather protection and resistance to design loads. protect the building or structure. The system consists of a roof covering and roof deck or a single component serving as both the roof cov-

8/22/08 (Effective 9/1/08) 780 CMR - Seventh Edition 363 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE

1503.2 Flashing. Flashing shall be installed in such 1504.3.2 Metal Panel Roof Systems. Metal a manner so as to prevent moisture entering the wall panel roof systems through fastened or standing and roof through joints in copings, through moisture- seam shall be tested in accordance with UL 580 or permeable materials and at intersections with parapet ASTM E 1592. walls and other penetrations through the roof plane. 1504.4 Ballasted Low-slope Roof Systems. 1503.2.1 Locations. Flashing shall be installed at Ballasted low-slope (roof slope < 2:12) single-ply wall and roof intersections, at gutters, wherever roof system coverings installed in accordance with there is a change in roof slope or direction and 780 CMR 1507.0 shall be designed in accordance around roof openings. Where flashing is of metal, with ANSI/SPRI RP-4. the metal shall be corrosion resistant with a thickness of not less than 0.019 inch (.483 mm) 1504.5 Edge Securement for Low-slope Roofs. (No. 26 galvanized sheet). Low-slope membrane roof systems metal edge securement, except gutters, installed in accordance 1503.3 Coping. Parapet walls shall be properly with 780 CMR 1507, shall be designed in coped with noncombustible, weatherproof materials accordance with ANSI/SPRI ES-1, except the basic of a width no less than the thickness of the parapet wind speed shall be determined from Figure 1609. wall. 1504.6 Physical Properties. Roof coverings [P] 1503.4 Roof Drainage. Design and installation installed on low-slope roofs (roof slope < 2:12) in of roof drainage systems shall comply with accordance with 780 CMR 1507 shall demonstrate 248 CMR. physical integrity over the working life of the roof 1503.4.1 Gutters. Gutters and leaders placed on based upon 2,000 hours of exposure to accelerated the outside of buildings, other than Group R-3 as weathering tests conducted in accordance with applicable in 780 CMR 120.Z, private garages and ASTM G 152, ASTM G 155 or ASTM G 154. buildings of Type V construction, shall be of Those roof coverings that are subject to cyclical noncombustible material or a minimum of flexural response due to wind loads shall not Schedule 40 plastic pipe. demonstrate any significant loss of tensile strength for unreinforced membranes or breaking strength for 1503.5 Roof Ventilation. Intake and exhaust vents reinforced membranes when tested as required. shall be provided in accordance with 780 CMR 1203.2 and the manufacturer’s installation 1504.7 Impact resistance. Roof coverings installed instructions. on low-slope roofs (roof slope < 2:12) in accordance with 780 CMR 1507 shall resist impact damage 780 CMR 1504.0 PERFORMANCE based on the results of tests conducted in accordance REQUIREMENTS with ASTM D 3746, ASTM D 4272, CGSB 37-GP- 52M or FM 4470. 1504.1 Wind Resistance of Roofs. Roof decks and roof coverings shall be designed for wind loads in accordance with 780 CMR 16.00 and 780 CMR 780 CMR 1505.0 FIRE CLASSIFICATION 1504.2, 1504.3 and 1504.4. 1505.1 General. Roof assemblies shall be divided 1504.1.1 Wind Resistance of Asphalt Shingles. into the classes defined below. Class A, B and C Asphalt shingles shall be designed for wind roof assemblies and roof coverings required to be speeds in accordance with 780 CMR 1507.2.7. listed by 780 CMR 1505.0 shall be tested in accordance with ASTM E 108 or UL 790. In 1504.2 Wind Resistance of Clay and Concrete addition, fire-retardant-treated wood roof coverings Tile. Clay and concrete tile roof coverings shall be shall be tested in accordance with ASTM D 2898. connected to the roof deck in accordance with The minimum roof coverings installed on buildings 780 CMR 16.00. shall comply with Table 1505.1 based on the type of 1504.3 Wind Resistance of Nonballasted Roofs. construction of the building.

Roof coverings installed on roofs in accordance with a,b 780 CMR 1507 that are mechanically attached or TABLE 1505.1 MINIMUM ROOF adhered to the roof deck shall be designed to resist COVERING CLASSIFICATION FOR the design wind load pressures for cladding in TYPES OF CONSTRUCTION IA IB IIA IIB IIIA IIIB IV VA VB 780 CMR 16.00. BBBCccBC BBCc 1504.3.1 Other Roof Systems. Roof systems For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 m2. with built-up, modified bitumen, fully adhered or a. Unless otherwise required in accordance with the mechanically attached single-ply through fastened International Urban Wildland Interface Code or due metal panel roof systems, and other types of to the location of the building within a fire district in membrane roof coverings shall also be tested in accordance with Appendix D. accordance with FM 4450, FM 4470, UL 580 or b. Non-classified roof coverings shall be permitted on UL 1897. buildings of Group R-3, as applicable in 780 CMR 120.Z, and Group U occupancies, where there is a

364 780 CMR - Seventh Edition 8/22/08 (Effective 9/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES minimum fire-separation distance of 6 feet measured underlayment of 0.625-inch (15.9 mm) Type X from the leading edge of the roof. water-resistant gypsum backing board or gypsum c. Buildings that are not more than two stories in height sheathing shall be placed under minimum nominal and having not more than 6,000 square feet of 0.5-inch-thick (12.7 mm) wood structural panel solid projected roof area and where there is a minimum sheathing or one-inch (25 mm) nominal spaced ten-foot fire-separation distance from the leading edge sheathing. of the roof to a lot line on all sides of the building, except for street fronts or public ways, shall be permitted to have roofs of No. 1 cedar ore wood 780 CMR 1506.0 MATERIALS shakes and No. 1 shingles. 1506.1 Scope. The requirements set forth in 1505.2 Class A Roof Assemblies. Class A roof 780 CMR 1506.0 shall apply to the application of assemblies are those that are effective against severe roof-covering materials specified in 780 CMR fire test exposure. Class A roof assemblies and roof 1506.0. Roof coverings shall be applied in coverings shall be listed and identified as Class A by accordance with 780 CMR 15.00 and the an approved testing agency. Class A roof assemblies manufacturer’s installation instructions. Installation shall be permitted for use in buildings or structures of roof coverings shall comply with the applicable of all types of construction. provisions of 780 CMR 1507. Exception. Class A roof assemblies include those 1506.2 Compatibility of Materials. Roofs and roof with coverings of brick, masonry, slate, clay or coverings shall be of materials that are compatible concrete roof tile, exposed concrete roof deck, with each other and with the building or structure to ferrous or copper shingles or sheets. which the materials are applied. 1505.3 Class B Roof Assemblies. Class B roof 1506.3 Material Specifications and Physical assemblies are those that are effective against Characteristics. Roof-covering materials shall moderate fire-test exposure. Class B roof assemblies conform to the applicable standards listed in and roof coverings shall be listed and identified as 780 CMR 15.00. In the absence of applicable Class B by an approved testing agency. standards or where materials are of questionable Exception. Class B roof assemblies include those suitability, testing by an approved agency shall be with coverings of metal sheets and shingles. required by the building official to determine the character, quality and limitations of application of 1505.4 Class C Roof Assemblies. Class C roof the materials. assemblies are those that are effective against light fire-test exposure. Class C roof assemblies and roof 1506.4 Product Identification. Roof-covering coverings shall be listed and identified as Class C by materials shall be delivered in packages bearing the an approved testing agency. manufacturer’s identifying marks and approved testing agency labels required in accordance with 1505.5 Nonclassified Roofing. Nonclassified 780 CMR 1505.0. Bulk shipments of materials shall roofing is approved material that is not listed as a be accompanied with the same information issued in Class A, B or C roof covering. the form of a certificate or on a bill of lading by the 1505.6 Fire-retardant-treated Wood Shingles and manufacturer. Shakes. Fire-retardant-treated wood shakes and shingles shall be treated by impregnation with 780 CMR 1507.0 REQUIREMENTS chemicals by the full-cell vacuum-pressure process, FOR ROOF COVERINGS in accordance with AWPA C1. Each bundle shall be 1507.1 Scope. Roof coverings shall be applied in marked to identify the manufactured unit and the accordance with the applicable provisions of manufacturer, and shall also be labeled to identify 780 CMR 1507.0 and the manufacturer’s installation the classification of the material in accordance with instructions. the testing required in 780 CMR 1505.1, the treating 1507.2 Asphalt Shingles. The installation of company and the quality control agency. asphalt shingles shall comply with the provisions of 1505.7 Special Purpose Roofs. Special purpose 780 CMR 1507.0 and Table 1507.2. wood shingle or wood shake roofing shall conform with the grading and application requirements of 780 CMR 1507.8 or 1507.9. In addition, an

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TABLE 1507.2 ASPHALT SHINGLE APPLICATION COMPONENT INSTALLATION REQUIREMENT Asphalt shingles shall only be used on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof slopes from two units 1. Roof slope vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with 780 CMR 1507.2.8. 2. Deck requirement Asphalt shingles shall be fastened to solidly sheathed roofs. 3. Underlayment Underlayment shall conform with ASTM D 226, Type 1, or ASTM D 4869, Type 1. Underlayment shall be two layers applied in the following manner. For roof slopes from two units vertical in 12 Apply a minimum 19-inch strip or underlayment felt parallel to and units horizontal (2:12), up to four units vertical starting at the eaves, fastened sufficiently to hold in place. Starting at the in 12 units horizontal (4:12) eave, apply 35-inch-wide sheets of underlayment overlapping successive sheets 19 inches and fastened sufficiently to hold in place. Underlayment shall be one layer applied in the following manner. For roof slopes from four units vertical in 12 Underlayment shall be applied shingle fashion, parallel to and starting units horizontal (4:12) or greater from the eave and lapped two inches, fastened only as necessary to hold in place. A membrane that consists of at least two layers of underlayment In areas where the average daily temperature in cemented together or of a self-adhering polymer-modified bitumen sheet January is 25 °F or less or where there is a shall be used in lieu of normal underlayment and extend from the eave’s possibility of ice forming along the eaves edge to a point at least 24 inches inside the exterior wall line of the causing a backup of water building. 4. Application — Asphalt shingles shall have the minimum number of fasteners required by the manufacturer and 780 CMR 1504.1. Asphalt shingles shall be secured to the roof with not less than four fasteners per strip shingle or two Attachment fasteners per individual shingle. Where the roof slope exceeds 20 units vertical in 12 units horizontal (20:12), special methods of fastening are required. Galvanized, stainless steel, aluminum or copper roofing nails, minimum 12-gage (0.0 15 inch) shank with a minimum d-inch diameter head. Fasteners Fasteners shall be long enough to penetrate into the sheathing ¾ inch or through the thickness of the sheathing. Flashings In accordance with 780 CMR 1507.2.9. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, °C = [(°F) - 32]/1.8, 1 mile per hour = 1.609 km/h.

1507.2.1 Deck Requirements. Asphalt shingles and a minimum of 0.75 inch (19.1 mm) into the shall be fastened to solidly sheathed decks. roof sheathing. Where the roof sheathing is less 1507.2.2 Slope. Asphalt shingles shall only be than 0.75 inch (19.1 mm) thick, the nails shall used on roof slopes of two units vertical in 12 penetrate through the sheathing. Fasteners shall units horizontal (17% slope) or greater. For roof comply with ASTM F 1667. slopes from two units vertical in 12 units 1507.2.7 Attachment. Asphalt shingles shall horizontal (17% slope) up to four units vertical in have the minimum number of fasteners required 12 units horizontal (33% slope), double by the manufacturer and 780 CMR 1504.1. underlayment application is required in Asphalt shingles shall be secured to the roof with accordance with 780 CMR 1507.2.8. not less than four fasteners per strip shingle or two 1507.2.3 Underlayment. Unless otherwise noted, fasteners per individual shingle. Where the roof required underlayment shall conform to ASTM D slope exceeds 20 units vertical in 12 units 226, Type I, or ASTM D 4869, Type I. horizontal (166% slope), special methods of fastening are required. For roofs located where 1507.2.4 Self-adhering Polymer Modified the basic wind speed in accordance with Figure Bitumen Sheet. Self-adhering polymer modified 1609 is 110 mph or greater, special methods of bitumen sheet shall comply with ASTM D 1970. fastening are required. Special fastening methods 1507.2.5 Asphalt Shingles. Asphalt shingles shall be tested in accordance with ASTM D 3161, shall have self-seal strips or be interlocking, and modified to use a wind speed of 110 mph. comply with ASTM D 225 or ASTM D 3462. 1507.2.8 Underlayment Application. For roof 1507.2.6 Fasteners. Fasteners for asphalt slopes from two units vertical in 12 units hori- shingles shall be galvanized, stainless steel, zontal (17% slope), up to four units vertical in 12 aluminum or copper roofing nails, minimum 12 units horizontal (33% slope), underlayment shall gage [0.105 inch (2.67 mm)] shank with a be two layers applied in the following manner. minimum 0.375 inch-diameter (9.5 mm) head, of Apply a minimum 19-inch-wide (483 mm) strip of a length to penetrate through the roofing materials underlayment felt parallel with and starting at the

366 780 CMR - Seventh Edition 8/22/08 (Effective 9/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES eaves, fastened sufficiently to hold in place. Starting 2. For open valleys, valley lining of two at the eave, apply 36-inch-wide (914 mm) sheets of plies of mineral-surfaced roll roofing shall underlayment overlapping successive sheets 19 be permitted. The bottom layer shall be 18 inches (483 mm) and fastened suf-ficiently to hold in inches (457 mm) and the top layer a place. For roof slopes of four units vertical in 12 minimum of 36 inches (914 mm) wide. units horizontal (33% slope) or greater, 3. For closed valleys (valleys covered with underlayment shall be one layer applied in the shingles), valley lining of one ply of smooth following manner. Underlayment shall be applied roll roofing complying with ASTM D 224 shingle fashion, parallel to and starting from the eave and at least 36 inches (914 mm) wide or and lapped two inches (51 mm), fastened only as types as described in 780 CMR 1507.2.9.2 necessary to hold in place. Items 1. and 2. shall be permitted. Specialty 1507.2.8.1 High Wind Attachment. underlayment shall comply with ASTM D Underlayment applied in areas subject to high 1970. winds (greater than 110 mph in accordance TABLE 1507.2.9.2 VALLEY LINING with Figure 1609) shall be applied with MATERIAL MINIMUM corrosion- resistant fasteners in accordance MATERIAL GAGE WEIGHT THICKNESS with the manufacturer’s instructions. Fasteners Copper — — 16 oz are to be applied along the overlap at a Aluminum 0.024 in. — — maximum spacing of 36 inches (914 mm) on Stainless steel — 28 — center. Galvanized steel 0.0 179 in. 26 (zinc-coated G90) — 1507.2.8.2 Ice Dam Membrane. In areas Zinc alloy 0.027 in. — — where the average daily temperature in January Lead — — 2.5 pounds is 25°F (-4°C) or less or where there is a Painted terne — — 20 pounds For SI: 1 inch = 25.4 mm, 1 pound = 0.454 kg, 1 ounce possibility of ice forming along the eaves = 28.35 g. causing a backup of water, a membrane that consists of at least two layers of underlayment 1507.2.9.3 Drip Edge. Provide drip edge at cemented together or of a self-adhering eaves and gables of shingle roofs. Overlap to polymer modified bitumen sheet shall be used be a minimum of 2 inches (51 mm). Eave drip in lieu of normal underlayment and extend edges shall extend 0.25 inch (6.4 mm) below from the eave’s edge to a point at least 24 sheathing and extend back on the roof a inches (610 mm) inside the exterior wall line of minimum of two inches (51 mm). Drip edge the building. shall be mechanically fastened a maximum of 12 inches (305 mm) o.c. A cricket or saddle Exception: Detached accessory structures shall be installed on the ridge side of any that contain no conditioned floor area. chimney greater than 30 inches (762 mm) wide. 1507.2.9 Flashings. Flashing for asphalt shingles Cricket or saddle coverings shall be sheet metal shall comply with 780 CMR 1507.2.9. Flashing or of the same material as the roof covering. shall be applied in accordance with 780 CMR 1507.2.9 and the asphalt shingle manufacturer’s 1507.3 Clay and Concrete Tile. The installation of printed instructions. clay and concrete tile shall comply with the provisions of 780 CMR 1507.3. 1507.2.9.1 Base and Cap Flashing. Base and cap flashing shall be installed in accordance 1507.3.1 Deck Requirements. Concrete and clay with the manufacturer’s instructions. Base tile shall be installed only over solid sheathing or flashing shall be of either corrosion-resistant spaced structural sheathing boards. metal of minimum nominal 0.019-inch (0.483 1507.3.2 Deck Slope. Clay and concrete roof tile mm) thickness or mineral-surfaced roll roofing shall be installed on roof slopes of 2½ units weighing a minimum of 77 pounds per 100 vertical in 12 units horizontal (21% slope) or square feet (3.76 kg/m2). Cap flashing shall be greater. For roof slopes from 2½ units vertical in corrosion-resistant metal of minimum nominal 12 units horizontal (21% slope) to four units 0.019-inch (0.483 mm) thickness. vertical in 12 units horizontal (33% slope), double 1507.2.9.2 Valleys. Valley linings shall be underlayment application is required in installed in accordance with the manufacturer’s accordance with 780 CMR 1507.3.3. instructions before applying shingles. Valley 1507.3.3 Underlayment. Unless otherwise noted, linings of the following types shall be required underlayment shall conform to: ASTM D permitted: 226, Type II; ASTM D 2626 or ASTM D 249 1. For open valleys (valley lining exposed) Type I mineral-surfaced roll roofing. lined with metal, the valley lining shall be at 1507.3.3.1 Low-slope Roofs. For roof slopes least 16 inches (406 mm) wide and of any of from 2½ units vertical in 12 units horizontal the corrosion-resistant metals in Table (21% slope), up to four units vertical in 12 1507.2.9.2. units horizontal (33% slope), underlayment

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shall be a minimum of two layers applied as immersion test. follows: 3. Roof tiles shall be tested for freeze/thaw 1. Starting at the eave, a 19-inch (483 mm) resistance according to Section 8 of ASTM strip of underlayment shall be applied C67. Roof tiles shall show no breakage and parallel with the eave and fastened not have more than 1% loss in dry weight of sufficiently in place. any individual concrete roof tile. 2. Starting at the eave, 36-inch-wide (914 mm) strips of underlayment felt shall be TABLE 1507.3.5 TRANSVERSE applied overlapping successive sheets 19 BREAKING STRENGTH OF CONCRETE inches (483 mm) and fastened sufficiently in ROOF TILE (lbs.) place. DRY TILE PROFILE 1507.3.3.2 High-slope Roofs. For roof slopes Average of five tiles Individual tile of four units vertical in 12 units horizontal High profile 400 350 (33% slope) or greater, underlayment shall be Medium profile 300 250 a minimum of one layer of underlayment felt Flat profile 300 250 applied shingle fashion, parallel to, and starting For SI: 1 pound - 4.45 N from the eaves and lapped two inches (51 mm), 1507.3.6 Fasteners. Tile fasteners shall be 5 fastened only as necessary to hold in place. corrosion resistant and not less than 11 gage, /16- 1507.3.4 Clay Tile. Clay roof tile shall comply inch (8.0 mm) head, and of sufficient length to with ASTM C 1167. penetrate the deck a minimum of 0.75 inch (19.1 mm) or through the thickness of the deck, 1507.3.5 Concrete Tile. Concrete roof tiles shall whichever is less. Attaching wire for clay or be in accordance with the physical test concrete tile shall not be smaller than 0.083 inch requirements as follows: (2.1 mm). Perimeter fastening areas include three 1. The transverse strength of tiles shall be tile courses but not less than 36 inches (914 mm) determined according to Section 6.3 of ASTM from either side of hips or ridges and edges of C 1167 and in accordance with Table 1507.3.5. eaves and gable rakes. 2. The absorption of concrete roof tiles shall be according to Section 8 of ASTM C 140. 1507.3.7 Attachment. Clay and concrete roof Roof tiles shall absorb not more than 15 % of tiles shall be fastened in accordance with Table the dry weight of the tile during a 24-hour 1507.3.7.

368 780 CMR - Seventh Edition 8/22/08 (Effective 9/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES

TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c GENERAL — CLAY OR CONCRETE ROOF TILE Maximum basic wind Mean roof Roof slope up to < 3:12 Roof slope 3:12 and over speed (mph) height (feet) 85 0-60 One fastener per tile. Flat tile Two fasteners per tile. Only one fastener on slopes of 7:12 without vertical laps, two and less for tiles with installed weight exceeding 7.5 100 0-40 fasteners per tile. lbs./sq. ft. having a width no greater than 16 inches. The head of all tiles shall be nailed. The nose of all eave tiles shall be fastened with 100 > 40-60 approved clips. All rake tiles shall be nailed with two nails. The nose of all ridge, hip and rake tiles shall be set in a bead of roofer’s mastic. 110 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 120 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 130 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 All > 60 The fastening system shall resist the wind forces in 780 CMR 16.00 INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGSd, e (Installations on spaced/solid sheathing with battens or spaced sheathing) Maximum basic wind Mean roof Roof slope up to < 5:12 Roof slope 5:12 < 12:12 Roof slope 12:12 and over speed (mph) height (feet) One fastener per tile every One fastener required for Fasteners are not required. other row. All perimeter tiles 85 0-60 every tile. Tiles with Tiles with installed weight require one fastener. Tiles installed weight less than 9 less than 9 lbs./sq. ft. require with installed weight less lbs./sq. ft. require a a minimum of one fastener than 9 lbs./sq. ft. require a minimum of one fastener per 100 0-40 per tile. minimum of one fastener per tile. tile. The head of all tiles shall be nailed. The nose of all eave tiles shall be fastened with 100 > 40-60 approved clips. All rake tiles shall be nailed with two nails The nose of all ridge, hip and rake tiles shall be set in a bead of roofers’s mastic. 110 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 120 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 130 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 All > 60 The fastening system shall resist the wind forces in 780 CMR 16.00 INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGS (Installations on solid sheathing without battens) Maximum basic wind Mean roof All roof slopes speed (mph) height (feet) 85 0-60 One fastener per tile. 100 0-40 One fastener per tile. The head of all tiles shall be nailed. The nose of all eave tiles shall be fastened with 100 > 40-60 approved clips. All rake tiles shall be nailed with two nails The nose of all ridge, hip and rake tiles shall be set in a bead of roofers’s mastic. 110 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 120 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 130 0-60 The fastening system shall resist the wind forces in 780 CMR 16.00 All > 60 The fastening system shall resist the wind forces in 780 CMR 16.00 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 pound per square foot = 0.0478 kn/m2. 5 a. Minimum fastener size. Corrosion-resistant nails not less than No. 11 gage with /16-inch head. Fasteners shall be long enough to penetrate into the sheathing 0.75 inch or through the thickness of the sheathing, whichever is less. Attaching wire for clay and concrete tile shall not be smaller than 0.083 inch. b. Snow areas. A minimum of two fasteners per tile are required or battens and one fastener. c. Roof slopes greater than 24:12. The nose of all tiles shall be securely fastened. d. Horizontal battens. Battens shall be not less than 1inch by two inch nominal. Provisions shall be made for drainage by a minimum of c-inch riser at each nail or by four-foot-long battens with at least a 0.5-inch separation between battens. Horizontal battens are required for slopes over 7:12. e. Perimeter fastening areas include three tile courses but not less than 36 inches from either side of hips or ridges and edges of eaves and gable rakes. 1507.3.8 Application. Tile shall be applied galvanized sheet gage) corrosion-resistant. The according to the manufacturer’s installation valley flashing shall extend at least 11 inches (279 instructions, based on the following: mm) from the centerline each way and have a splash 1. Climatic conditions. diverter rib not less than one inch (25 mm) high at 2. Roof slope. the flow line formed as part of the flashing. Sections 3. Underlayment system. of flashing shall have an end lap of not less than 4 4. Type of tile being installed. inches (102 mm). For roof slopes of three units 1507.3.9 Flashing. At the juncture of the roof vertical in 12 units horizontal (25% slope) and over, vertical surfaces, flashing and counterflashing shall the valley flashing shall have a 36-inch-wide (914 be provided in accordance with the manufacturer’s mm) underlayment of one layer of Type I underlay- installation instructions, and where of metal, shall ment running the full length of the valley, in addition not be less than 0.019-inch (0.48 mm) (No. 26 to other required underlayment. In areas where the

8/22/08 (Effective 9/1/08) 780 CMR - Seventh Edition 369 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE average daily temperature in January is 25°F (-4°C) TABLE 1507.4.3 METAL ROOF COVERINGS or less or where there is a possibility of ice forming ROOF STANDARD APPLICATION along the eaves causing a backup of water, the metal COVERING TYPE RATE/THICKNESS ASTM B 209, 0.024 inch minimum valley flashing underlayment shall be solid cemented thickness for roll-formed panels and Aluminum to the roofing underlayment for slopes under seven 0.019 inch minimum thickness for units vertical in 12 units horizontal (58% slope) or of press-formed shingles. Aluminum-zinc alloy self-adhering polymer modified bitumen sheet. ASTM A 792 AZ 50 coated steel 1507.4 Metal Roof Panels. The installation of 16 oz/sq. ft. for metal-sheet metal roof panels shall comply with the provisions of Copper roof-covering systems; 12 oz./sq. ft. 780 CMR 1507.0. for preformed metal shingle systems. ASTM A 653 G-90 zinc-coated, Galvanized steel 1507.4.1 Deck Requirements. Metal roof panel 0.013-inch-thick minimum roof coverings shall be applied to a solid or Lead-coated copper ASTM B 101 closely fitted deck, except where the roof covering Hard lead 2 lbs/sq. ft. is specifically designed to be applied to spaced Soft lead 3 lbs/sq. ft. supports. Prepainted steel ASTM A 755 1507.4.2 Deck Slope. The minimum slope for Terne coating of 40 lbs. per double base box, field painted where Terne (tin) and terne- lapped, nonsoldered seam metal roofs without applicable in accordance with coated stainless applied lap sealant shall be three units vertical in manufacturer’s installation 12 units horizontal (25% slope). The minimum instructions. slope for lapped, nonsoldered seam metal roofs For SI: 1 ounce per square foot = 0.0026 kg/m2, 2 with applied lap sealant shall be one-half vertical 1 pound per square foot = 4.882 kg/m , unit in 12 units horizontal (4% slope). The 1 inch = 25.4 mm, 1 pound = 0.454 kg. minimum slope for standing seam of roof systems 1507.5 Metal Roof Shingles. The installation of shall be ¼ unit vertical in 12 units horizontal (2% metal roof shingles shall comply with the provisions slope). of 780 CMR 1507.5. 1507.4.3 Material Standards. Metal-sheet roof 1507.5.1 Deck Requirements. Metal roof covering systems that incorporate supporting shingles shall be applied to a solid or closely fitted structural members shall be designed in deck, except where the roof covering is specifi- accordance with 780 CMR 22.00. Metal-sheet cally designed to be applied to spaced sheathing. roof coverings installed over structural decking 1507.5.2 Deck Slope. Metal roof shingles shall shall comply with Table 1507.4.3. not be installed on roof slopes below three units 1507.4.4 Attachment. Metal roofing fastened vertical in 12 units horizontal (25% slope). directly to steel framing shall be attached by 1507.5.3 Underlayment. Underlayment shall approved manufacturers’ fasteners. In the absence conform to ASTM D 226, Type I. In areas where of manufacturer recommendations, all of the the average daily temperature in January is 25°F following fasteners shall be used: (-4°C) or less or where there is a possibility of ice 1. Galvanized fasteners shall be used for forming along the eaves causing a backup of galvanized roofs. water, an ice barrier that consists of at least two 2. 300 series stainless-steel fasteners shall be layers of underlayment cemented together or of a used for copper roofs. self-adhering polymer-modified bitumen sheet, 3. Stainless-steel fasteners are acceptable for shall be used in lieu of normal underlayment and all types of metal roofs. extend from the eave’s edge to a point at least 24 inches (610 mm) inside the exterior wall line of the building. Exception. Detached accessory structures that contain no conditioned floor area. 1507.5.4 Material Standards. Metal roof shingle roof coverings shall comply with Table 1507.4.3. 1507.5.5 Attachment. Metal roof shingles shall be secured to the roof in accordance with the approved manufacturer’s installation instructions. 1507.5.6 Flashing. Roof valley flashing shall be of corrosion-resistant metal of the same material as the roof covering or shall comply with the standards in Table 1507.4.3. The valley flashing shall extend at least eight inches (203 mm) from the centerline each way and shall have a splash

370 780 CMR - Seventh Edition 8/22/08 (Effective 9/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES diverter rib not less than 0.75 inch (19.1 mm) high at 1507.7.2 Deck Slope. Slate shingles shall only be the flow line formed as part of the flashing. Sections used on slopes of four units vertical in 12 units of flashing shall have an end lap of not less than four horizontal (4:12) or greater. inches (102 mm). In areas where the average daily 1507.7.3 Underlayment. Underlayment shall temperature in January is 25°F (-4°C) or less or comply with ASTM D 226, Type II. In areas where there is a possibility of ice forming along the where the average daily temperature in January is eaves causing a backup of water, the metal valley 25°F (-4°C) or less or where there is a possibility flashing shall have a 36-inch-wide (914 mm) of ice forming along the eaves causing a backup underlayment directly under it consisting of one of water, an ice barrier that consists of at least two layer of underlayment running the full length of the layers of underlayment cemented together or of a valley, in addition to under-layment required for self-adhering polymer-modified bitumen sheet, metal roof shingles. The metal valley flashing shall extend from the eave’s edge to a point at underlayment shall be solid cemented to the roofing least 24 inches (610 mm) inside the exterior wall underlayment for roof slopes under seven units line of the building. vertical in 12 units hori-zontal (58% slope) or of self-adhering polymer-modified bitumen sheet. Exception. Detached accessory structures that contain no conditioned floor area. 1507.6 Mineral-surfaced Roll Roofing. The 1507.7.4 Material Standards. Slate shingles installation of mineral-surfaced roll roofing shall shall comply with ASTM C 406. comply with 780 CMR 1507.6. 1507.7.5 Application. Minimum headlap for 1507.6.1 Deck Requirements. Mineral-surfaced slate shingles shall be in accordance with Table roll roofing shall be fastened to solidly sheathed 1507.7.5. Slate shingles shall be secured to the roofs. roof with two fasteners per slate. 1507.6.2 Deck Slope. Mineral-surfaced roll roofing shall not be applied on roof slopes below TABLE 1507.7.5 SLATE SHINGLE HEADLAP one unit vertical in 12 units horizontal (8% slope). SLOPE HEADLAP (inches) 1507.6.3 Underlayment. Underlayment shall 4:12 < slope < 8:12 4 conform to ASTM D 226, Type I. In areas where 8:12 < slope < 20:12 3 the average daily temperature in January is 25°F slope $ 20:12 2 (-4°C) or less or where there is a possibility of ice For SI: 1 onch - 25.4 mm. forming along the eaves causing a backup of 1507.7.6 Flashing. Flashing and counterflashing water, an ice barrier that consists of at least two shall be made with sheet metal. Valley flashing layers of underlayment cemented together or of a shall be a minimum of 15 inches (381 mm) wide. self-adhering polymer-modified bitumen sheet, Valley and flashing metal shall be a minimum shall extend from the eave’s edge to a point at uncoated thickness of 0.0179-inch (0.455 mm) least 24 inches (610 mm) inside the exterior wall zinc-coated G90. Chimneys, stucco or brick walls line of the building. shall have a minimum of two plies of felt for a cap Exception: Detached accessory structures that flashing consisting of a four-inch-wide (102 mm) contain no conditioned floor area. strip of felt set in plastic cement and extending 1 1507.6.4 Material Standards. Mineral-surfaced inch (25 mm) above the first felt and a top coating roll roofing shall conform to ASTM D 224, of plastic cement. The felt shall extend over the ASTM D 249, ASTM D 371 or ASTM D 3909. base flashing two inches (51 mm). 1507.7 Slate Shingles. The installation of slate 1507.8 Wood Shingles. The installation of wood shingles shall comply with the provisions of shingles shall comply with the provisions of 780 CMR 1507.7. 780 CMR 1507.8 and Table 1507.8. 1507.7.1 Deck Requirements. Slate shingles shall be fastened to solidly sheathed roofs.

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TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION ROOF ITEM WOOD SHINGLES WOOD SHAKES 1. Roof slope Wood shingles shall be installed on slopes Wood shakes shall be installed on slopes of four of three units vertical in 12 units units vertical in 12 units horizontal (4:12) or horizontal (3:12) or greater. greater. 2. Deck requirement —— Temperate climate Shingles shall be applied to roofs with Shakes shall be applied to roofs with solid or solid or spaced sheathing. Where spaced spaced sheathing.Where spaced sheathing is sheathing is used, sheathing boards shall used, sheathing boards shall not be less than inch not be less than one inch by four inch by four inch nominal dimensions and shall be nominal dimensions and shall be spaced spaced on center equal to the weather exposure on center equal to the weather exposure to to coincide with the placement of fasteners. coincide with the placement of fasteners. When inch by four inch spaced sheathing is installed at ten inches, boards must be installed between the sheathing boards. In areas where the average Solid sheathing required. Solid sheathing is required. daily temperature in January is 25°F or less or where there is a possibility of ice forming along the eaves causing a backup of water. 3. Interlayment Interlayment shall comply with ASTM D 226, No requirements. Type 1. 4. Underlayment —— Temperate climate Underlayment shall comply with ASTM D Underlayment shall comply with ASTM D 226, 226, Type 1. Type 1. In areas where the average An ice shield that consists of at least two An ice shield that consists of at least two layers daily temperature in January is layers of underlayment cemented together of underlayment cemented together or of a 25°F or less or where there is or of a self-adhering polymer-modified self-adhering polymer-modified bitumen sheet a possibility of ice forming bitumen sheet shall extend from the eave’s shall extend from the eave’s edge to a point at along the eaves causing a edge to a point at least 24 inches inside the least 24 inches inside the exterior wall line of the backup of water. exterior wall line of the building. building.

5. Application —— Attachment Fasteners for wood shingles shall be Fasteners for wood shakes shall be corrosion corrosion resistant with a minimum resistant with a minimum penetration of 0.75 penetration of 0.75 inch into the sheathing. inch into the sheathing. For sheathing less than For sheathing less than 0.5 inch thick, the 0.5 inch thick, the fasteners shall extend through fasteners shall extend through the the sheathing. sheathing. No. of fasteners Two per shingle. Two per shake. Exposure Weather exposures shall not exceed those Weather exposures shall not exceed those set set forth in Table 1507.8.6 forth in Table 1507.9.7 Method Shingles shall be laid with a side lap of not Shakes shall be laid with a side lap of not less less than 1.5 inches between joints in than 1.5 inches between joints in adjacent courses, and no two joints in any three courses. Spacing between shakes shall not be adjacent courses shall be in direct less than 0.375 inch or more than 0.625 inch for alignment. Spacing between shingles shall shakes and tapersawn shakes of naturally durable be 0.25 to 0.375 inch. wood and shall be 0.25 to 0.375 inch for preservative taper sawn shakes. Flashing In accordance with 780 CMR 1507.8.7. In accordance with 780 CMR 1507.9.8. For SI: 1 inch = 25.4 mm, °C - [(°F)-32]/8.

1507.8.1 Deck Requirements. Wood shingles shall 1507.8.2 Deck Slope. Wood shingles shall be be installed on solid or spaced sheathing. Where installed on slopes of three units vertical in 12 spaced sheathing is used, sheathing boards shall not units horizontal (25% slope) or greater. be less than one-inch by four-inch (25 mm by 102 1507.8.3 Underlayment. Underlayment shall mm) nominal dimensions and shall be spaced on comply with ASTM D 226, Type I. In areas centers equal to the weather exposure to coincide where the average daily temperature in January is with the placement of fasteners. 25°F (-4°C) or less or where there is a possibility 1507.8.1.1 Solid Sheathing Required. Solid of ice forming along the eaves causing a backup sheathing is required in areas where the average of water, an ice barrier that consists of at least two daily temperature in January is 25°F (-4°C) or less layers of underlayment cemented together or of a or where there is a possibility of ice forming along self-adhering polymer-modified bitumen sheet the eaves causing a backup of water. shall extend from the eave’s edge to a point at least 24 inches (610 mm) inside the exterior wall line of the building.

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Exception. Detached accessory structures that over, the valley flashing shall have a 36-inch-wide contain no conditioned floor area. (914 mm) underlayment of one layer of Type I 1507.8.4 Material Standards. Wood shingles underlayment running the full length of the valley, shall be of naturally durable wood and comply in addition to other required underlayment. In with the requirements of Table 1507.8.4. areas where the average daily temperature in January is 25°F (-4°C) or less or where there is a TABLE 1507.8.4 WOOD SHINGLE possibility of ice forming along the eaves causing MATERIAL REQUIREMENTS a backup of water, the metal valley flashing underlayment shall be solid cemented to the APPLICABLE GRADING MATERIAL MINIMUM roofing underlayment for slopes under seven units RULES GRADES vertical in 12 units horizontal (58% slope). Wood shingles of 1, 2 or 3 CSSB naturally durable wood 1507.9 Wood Shakes. The installation of wood CSSB - Cedar Shake and Shingle Bureau shakes shall comply with the provisions of 780 CMR 1507.9 and Table 1507.8. 1507.8.5 Attachment. Fasteners for wood 1507.9.1 Deck Requirements. Wood shakes shingles shall be corrosion resistant with a shall only be used on solid or spaced sheathing. minimum penetration of 0.75 inch (19.1 mm) into Where spaced sheathing is used, sheathing boards the sheathing. For sheathing less than 0.5 inch shall not be less than one-inch by four-inch (25 (12.7 mm) in thickness, the fasteners shall extend mm by 102 mm) nominal dimensions and shall be through the sheathing. Each shingle shall be spaced on centers equal to the weather exposure to attached with a minimum of two fasteners. coincide with the placement of fasteners. Where 1507.8.6 Application. Wood shingles shall be one-inch by four-inch (25 mm by 102 mm) spaced laid with a side lap not less than 1.5 inches (38 sheathing is installed at ten inches (254 mm) o.c., mm) between joints in adjacent courses, and not additional one-inch by four-inch (25 mm by 102 be in direct alignment in alternate courses. mm) boards shall be installed between the Spacing between shingles shall be 0.25 to 0.375 sheathing boards. inches (6.4 to 9.5 mm). Weather exposure for 1507.9.1.1 Solid Sheathing Required. Solid wood shingles shall not exceed that set in Table sheathing is required in areas where the 1507.8.6. average daily temperature in January is 25°F (- 4°C) or less or where there is a possibility of TABLE 1507.8.6 WOOD SHINGLE ice forming along the eaves causing a backup WEATHER EXPOSURE AND ROOF SLOPE EXPOSURE (inches) of water. ROOFING LENGTH GRADE 3:12 pitch 4:12 pitch MATERIAL (inches) 1507.9.2 Deck Slope. Wood shakes shall only be to < 4:12 or steeper used on slopes of four units vertical in 12 units No. 1 3.75 5 horizontal (33% slope) or greater. 16 No. 2 3.5 4 No. 3 3 3.5 1507.9.3 Underlayment. Underlayment shall Shingles of No. 1 4.25 5.5 comply with ASTM D 226, Type I. In areas naturally 18 No. 2 4 4.5 where the average daily temperature in January is durable wood No. 3 3.5 4 25°F (-4°C) or less or where there is a possibility No. 1 5.75 7.5 of ice forming along the eaves causing a backup 24 No. 2 5.5 6.5 No. 3 5 5.5 of water, an ice barrier that consists of at least two For SI: 1 inch - 25.4 mm. layers of underlayment cemented together or a self-adhering polymer-modified bitumen sheet 1507.8.7 Flashing. At the juncture of the roof shall extend from the edge of the eave to a point at and vertical surfaces, flashing and counterflashing least 24 inches (610 mm) inside the exterior wall shall be provided in accordance with the line of the building. manufacturer’s installation instructions, and Exception. Detached accessory structures that where of metal, shall not be less than 0.019-inch contain no conditioned floor area. (0.48 mm) (No. 26 galvanized sheet gage) corrosion-resistant metal. The valley flashing 1507.9.4 Interlayment. Interlayment shall shall extend at least 11 inches (279 mm) from the comply with ASTM D 226, Type I. centerline each way and have a splash diverter rib 1507.9.5 Material Standards. Wood shakes not less than one inch (25 mm) high at the flow shall comply with the requirements of Table line formed as part of the flashing. Sections of 1507.9.5. flashing shall have an end lap of not less than four inches (102 mm). For roof slopes of three units vertical in 12 units horizontal (25% slope) and

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TABLE 1507.9.5 WOOD SHAKE not be less than 0.019-inch (0.48 mm) (No. 26 MATERIAL REQUIREMENTS galvanized sheet gage) corrosion-resistant metal. APPLICABLE The valley flashing shall extend at least 11 inches MINIMUM MATERIAL GRADING (279 mm) from the centerline each way and have a GRADES RULES splash diverter rib not less than one inch (25 mm) Wood shakes of naturally 1 CSSB high at the flow line formed as part of the flashing. durable wood Sections of flashing shall have an end lap of not less Taper sawn shakes of 1 or 2 CSSB naturally durable wood than four inches (102 mm). For roof slopes of three Preservative-treated shakes units vertical in 12 units horizontal (25% slope) and and shingles of naturally 1 CSSB over, the valley flashing shall have a 36-inch-wide durable wood (914 mm) underlayment of one layer of Type I Fire-retardant-treated shakes underlayment running the full length of the valley, in and shingles of naturally 1 CSSB durable wood addition to other required underlayment. In areas Preservative-treated taper where the average daily temperature in January is sawn shakes of Southern 25°F (-4°C) or less or where there is a possibility of yellow pine treated in 1 or 2 TFS ice forming along the eaves causing a backup of accordance with AWPA water, the metal valley flashing underlayment shall Standard C2 CSSB = Cedar Shake and Shingle Bureau. be solid cemented to the roofing underlayment for TFS = Forest Products Laboratory of the Texas Forest slopes under seven units vertical in 12 units Services. horizontal (58% slope). 1507.9.6 Attachment. Fasteners for wood shakes 1507.10 Built-up Roofs. The installation of built-up shall be corrosion resistant with a minimum roofs shall comply with the provisions of 780 CMR penetration of 0.75 inch (19.1 mm) into the 1507.10. sheathing. For sheathing less than 0.5 inch (12.7 1507.10.1 Slope. Built-up roofs shall have a mm) in thickness, the fasteners shall extend design slope of a minimum of one-fourth unit through the sheathing. Each shake shall be vertical in 12 units horizontal (2% slope) for attached with a minimum of two fasteners. drainage, except for coal-tar built-up roofs that 1507.9.7 Application. Wood shakes shall be laid shall have a design slope of a minimum one- with a side lap not less than 1.5 inches (38 mm) eighth unit vertical in 12 units horizontal (15% between joints in adjacent courses. Spacing slope). between shakes in the same course shall be 0.375 1507.10.2 Material Standards. Built-up roof to 0.625 inches (9.5 to 15.9 mm) for shakes and covering materials shall comply with the taper sawn shakes of naturally durable wood and standards in Table 1507.10.2. shall be 0.25 to 0.375 inch (6.4 to 9.5 mm) for preservative taper sawn shakes. Weather TABLE 1507.10.2 BUILT-UP ROOFING exposure for wood shakes shall not exceed those MATERIAL STANDARDS set in Table 1507.9.7. MATERIAL STANDARD STANDARD Acrylic coatings used in roofing ASTM D 6083 TABLE 1507.9.7 WOOD SHAKE WEATHER Aggregate surfacing ASTM D 1863 EXPOSURE AND ROOF SLOPE Asphalt adhesive used in roofing ASTM D 3747 EXPOSURE ASTM D 3019; D 2822; D ROOFING LENGTH (inches) Asphalt cements used in roofing GRADE 4586 MATERIAL (inches) 4:12 PITCH Asphalt-coated glass fiber base sheet ASTM D 4601 OR STEEPER ASTM D1227; D 2823; D Asphalt coatings used in roofing Shakes of naturally 18 No. 1 7.5 4479 a durable wood 24 No. 1 10 Asphalt glass felt ASTM D 2178 18 No. 1 7.5 Asphalt primer used in roofing ASTM D 41 Preservative-treated 24 No. 1 10 Asphalt-saturated and asphalt-coated ASTM D 2626 taper sawn shakes of 18 No. 2 5.5 organic felt base shee Southern yellow pine 24 No. 2 7.5 Asphalt-saturated organic felt ASTM D 226 18 No. 1 7.5 (perforated) Taper sawn shakes of Asphalt used in roofing ASTM D 312 naturally durable 24 No. 1 10 Coal-tar cements used in roofing ASTM D 4022; D 5643 wood 18 No. 2 5.5 24 No. 2 7.5 Coal-tar saturated organic felt ASTM D 227 For SI: 1 inch = 25.4 mm. Coal-tar pitch used in roofing ASTM D 450; Type I or II a. For 24-inch by 0.375-inch hand split shakes, the Coal-tar primer used in roofing, damp ASTM D 43 maximum exposure is 7.5 inches. proofing and waterproofing Glass mat, coal tar ASTM D 4990 1507.9.8 Flashing. At the juncture of the roof and Glass mat, venting type ASTM D 4897 vertical surfaces, flashing and counterflashing shall Mineral-surfaced inorganic cap sheet ASTM D 3909 be provided in accordance with the manufacturer’s Thermoplastic fabrics used in roofing ASTM D 5665, D 5726 installation instructions, and where of metal, shall

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1507.11 Modified Bitumen Roofing. The 1507.15.1 Slope. Liquid-applied roofs shall have installation of modified bitumen roofing shall a design slope of a minimum of one-fourth unit comply with the provisions of 780 CMR 1507.11. vertical in 12 units horizontal (2% slope). 1507.11.1 Slope. Modified bitumen membrane 1507.15.2 Material Standards. Liquid-applied roofs shall have a design slope of a minimum of roof coatings shall comply with ASTM C 836, one-fourth unit vertical in 12 units horizontal (2% ASTM C 957, ASTM D 6083, ASTM D 1227 or slope) for drainage. ASTM D 3468. 1507.11.2 Material Standards. Modified bitumen roof coverings shall comply with CGSB 780 CMR 1508.0 ROOF INSULATION 37-GP-56M, ASTM D 6162, ASTM D 6163, 1508.1 General. The use of above-deck thermal ASTM D 6164, ASTM D 6222, ASTM D 6223 insulation shall be permitted provided such and ASTM D 6298. insulation is covered with an approved roof covering 1507.12 Thermoset Single-ply Roofing. The and passes the tests of FM 4450 or UL 1256 when installation of thermoset single-ply roofing shall tested as an assembly. comply with the provisions of 780 CMR 1507.12. Exception. Foam plastic roof insulation shall 1507.12.1 Slope. Thermoset single-ply conform to the material and installation membrane roofs shall have a design slope of a requirements of 780 CMR 26.00. minimum of one-fourth unit vertical in 12 units 1508.1.1 Cellulosic Fiberboard. Cellulosic horizontal (2% slope) for drainage. fiberboard roof insulation shall conform to the 1507.12.2 Material Standards. Thermoset material and installation requirements of single-ply roof coverings shall comply with RMA 780 CMR 23.00. RP-1, RP-2 or RP-3, or ASTM D 4637, ASTM D 5019 or CGSB 37-GP-52M. 780 CMR 1509.0 ROOFTOP STRUCTURES 1507.13 Thermoplastic Single-ply Roofing. The 1509.1 General. The provisions of 780 CMR installation of thermoplastic single-ply roofing shall 1509.0 shall govern the construction of rooftop comply with the provisions of 780 CMR 1507.13. structures. 1507.13.1 Slope. Thermoplastic single-ply 1509.2 Penthouses. A penthouse or other projection membrane roofs shall have a design slope of a above the roof in structures of other than Type I minimum of one-fourth unit vertical in 12 units construction shall not exceed 28 feet (8534 mm) horizontal (2% slope). above the roof where used as an enclosure for tanks 1507.13.2 Material Standards. Thermoplastic or for elevators that run to the roof and in all other single-ply roof coverings shall comply with cases shall not extend more than 18 feet (8534 mm) ASTM D 4434 or CGSB 37-GP-54M. above the roof. The aggregate area of penthouses and other rooftop structures shall not exceed one- 1507.14 Sprayed Polyurethane Foam Roofing. third the area of the supporting roof. A penthouse, The installation of sprayed polyurethane foam bulkhead or any other similar projection above the roofing shall comply with the provisions of roof shall not be used for purposes other than shelter 780 CMR 1507.14. of mechanical equipment or shelter of vertical shaft 1507.14.1 Slope. Sprayed polyurethane foam openings in the roof. Provisions such as louvers, roofs shall have a design slope of a minimum of louver blades or flashing shall be made to protect the one-fourth unit vertical in 12 units horizontal (2% mechanical equipment and the building interior from slope) for drainage. the elements. Penthouses or bulkheads used for purposes other than permitted by 780 CMR 1507.2 1507.14.2 Material Standards. Spray-applied shall conform to the requirements of 780 CMR for polyurethane foam insulation shall comply with an additional story. The restrictions of 780 CMR ASTM C 1029. 1509.2 shall not prohibit the placing of wood 1507.14.3 Application. Foamed-in-place roof flagpoles or similar structures on the roof of any insulation shall be installed in accordance with the building. manufacturer’s instructions. A liquid-applied 1509.2.1 Type of Construction. Penthouses shall protective coating that complies with 780 CMR be constructed with walls, floors and roof as 1507.15 shall be applied no less than two hours nor required for the building. more than 72 hours following the application of the foam. Exceptions: 1. On buildings of Type I and II construction, 1507.14.4 Foam Plastics. Foam plastic materials the exterior walls and roofs of penthouses with and installation shall comply with Chapter 26. a fire separation distance of more than five feet 1507.15 Liquid-applied Coatings. The installation (1524 mm) and less than 20 feet (6096 mm) of liquid-applied coatings shall comply with the shall be of at least one-hour fire-resistance- provisions of 780 CMR 1507.15. rated noncombustible construction. Walls and

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roofs with a fire separation distance of 20 feet mm) nominal thickness, provided the wood is (6096 mm) or greater shall be of noncom- covered on the exterior of the tower with bustible construction. Interior framing and noncombustible material. walls shall be of noncombustible construction. 1509.5 Towers, Spires, Domes and Cupolas. Any 2. On buildings of Type III, IV and V tower, spire, dome or cupola shall be of a type of construction, the exterior walls of penthouses construction not less in fire-resistance rating than with a fire separation distance of more than required for the building to which it is attached five feet (1524 mm) and less than 20 feet (6096 except that any such tower, spire, dome or cupola mm) shall be at least one-hour fire-resistance- that exceeds 85 feet (25 908 mm) in height above rated construction. Walls with a fire separation grade, or exceeds 200 square feet (18.6 m2) in distance of 20 feet (6096 mm) or greater from horizontal area or is used for any purpose other than a common property line shall be of Type IV or a belfry or an architectural embellishment shall be noncombustible construction. Roofs shall be constructed of and supported on Type I or II constructed of materials and fire-resistance construction. rated as required in Table 601. Interior framing and walls shall be Type IV or noncombustible 1509.5.1 Noncombustible Construction construction. Required. Any tower, spire, dome or cupola that 3. Unprotected noncombustible enclosures exceeds 60 feet (18 288) in height above the housing only mechanical equipment and lo- highest point at which it comes in contact with the 2 cated with a minimum fire separation distance roof, or that exceeds 200 square feet (18.6 m ) in of 20 feet (6096 mm) shall be permitted. area at any horizontal section, or which is 4. On one-story buildings, combustible intended to be used for any purpose other than a unroofed mechanical equipment screens, fences belfry or architectural embellishment, shall be or similar enclosures are permitted where entirely constructed of and supported by located with a fire separation distance of at noncombustible materials. Such structures shall least 20 feet (6096 mm) from adjacent property be separated from the building below by lines and where not exceeding four feet (1219 construction having a fire-resistance rating of not mm) in height above the roof surface. less than 1.5 hours with openings protected with 5. Dormers shall be of the same type of a minimum 1.5-hour fire-protection rating. construction as the roof on which they are Structures, except aerial supports 12 feet (3658 placed, or of the exterior walls of the building. mm) high or less, flagpoles, water tanks and cooling towers, placed above the roof of any 1509.3 Tanks. Tanks having a capacity of more building more than 50 feet (15 240 mm) in height, than 500 gallons (2 m3) placed in or on a building shall be of noncom-bustible material and shall be shall be supported on masonry, reinforced concrete, supported by construction of noncombustible steel or Type IV construction provided that, where material. such supports are located in the building above the 1509.5.2 Towers and Spires. Towers and spires lowest story, the support shall be fire-resistance rated where enclosed shall have exterior walls as as required for Type IA construction. required for the building to which they are 1509.3.1 Valve. Such tanks shall have in the attached. The roof covering of spires shall be of bottom or on the side near the bottom, a pipe or a class of roof covering as required for the main outlet, fitted with a suitable quick opening valve roof of the rest of the structure. for discharging the contents in an emergency through an adequate drain. 780 CMR 1510.0 REROOFING 1509.3.2 Location. Such tanks shall not be 1510.1 General. Materials and methods of placed over or near a line of stairs or an elevator application used for recovering or replacing an shaft, unless there is a solid roof or floor existing roof covering shall comply with the underneath the tank. requirements of 780 CMR 15.00. 1509.3.3 Tank Cover. Unenclosed roof tanks Exception. Reroofing shall not be required to shall have covers sloping toward the outer edges. meet the minimum design slope requirement of one-quarter unit vertical in 12 units horizontal 1509.4 Cooling Towers. Cooling towers in excess (2% slope) in 780 CMR 1507 for roofs that 2 of 250 square feet (23.2 m ) in base area or in excess provide positive roof drainage. of 15 feet (4572 mm) high where located on buildings more than 50 feet (15 240 mm) high shall 1510.2 Structural and Construction Loads. be of noncombustible construction. Cooling towers Structural roof components shall be capable of shall not exceed one-third of the supporting roof supporting the roof-covering system and the material area. and equipment loads that will be encountered during Exception. Drip boards and the enclosing installation of the system. construction of wood not less than one inch (25

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1510.3 Recovering Versus Replacement. New when applied in accordance with 780 CMR roof coverings shall not be installed without first 1510.4. removing all existing layers of roof coverings where 1510.4 Roof Recovering. Where the application of any of the following conditions occur: a new roof covering over wood shingle or shake 1. Where the existing roof or roof covering is roofs creates a combustible concealed space, the water soaked or has deteriorated to the point that entire existing surface shall be covered with gypsum the existing roof or roof covering is not adequate board, mineral fiber, glass fiber or other approved as a base for additional roofing. materials securely fastened in place. 2. Where the existing roof covering is wood shake, slate, clay, cement or asbestos-cement tile. 1510.5 Reinstallation of Materials. Existing slate, 3. Where the existing roof has two or more clay or cement tile shall be permitted for applications of any type of roof covering. reinstallation, except that damaged, cracked or Exceptions: broken slate or tile shall not be reinstalled. Existing 1. Complete and separate roofing systems, vent flashing, metal edgings, drain outlets, collars such as standing-seam metal roof systems, that and metal counterflashings shall not be reinstalled are designed to transmit the roof loads directly where rusted, damaged or deteriorated. Aggregate to the building’s structural system and that do surfacing materials shall not be reinstalled. not rely on existing roofs and roof coverings 1510.6 Flashings. Flashings shall be reconstructed for support, shall not require the removal of in accordance with approved manufacturer’s existing roof coverings. installation instructions. Metal flashing to which 2. Metal panel, metal shingle, and concrete bituminous materials are to be adhered shall be and clay tile roof coverings shall be permitted primed prior to installation. to be installed over existing wood shake roofs

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378 780 CMR - Seventh Edition 8/22/08 (Effective 9/1/08)