technical specifications

Hyannis Golf Course - Roof Shingle Replacement Project
1800 Iyannough Rd, Rt 132
Hyannis, MA 02601
Olde Barnstable Fairgrounds Golf Course, Roof Shingle Replacement Project
Rt 149,
Marstons Mills MA 02648
TECHNICAL SPECIFICATIONS
INDEX
SUMMARY
01100 1-2
TEMPORARY FACILITIES AND CONTROLS
01500 1-2
PRODUCT REQUIREMENTS
01600 1-3
EXECUTION AND CLOSEOUT REQUIREMENTS
01701 1-3
SELECTIVE DEMOLITION
01732 1-2
ROUGH CARPENTRY
06100 1-3
SHEATHING
06160 1-2
WEATHER BARRIERS
07250 1-2
ASPHALT SHINGLES
07311 1-7
METAL FLASHING AND TRIM
07620 1-2
ROOF SPECIALITIES
07710 1-2
JOINT SEALANTS
07920 1
PAINTING
09910 1-2
SECTION 01100 - SUMMARY
SUMMARY
01100 - 1
SECTION 01100 - SUMMARY
PART 1 - GENERAL
1.1
SUMMARY OF WORK
A.
Project: The replacement of roof shingles to two golf courses owned by the
Town of Barnstable, Hyannis Golf Course and Old Fairgrounds Golf Course.
B.
Owner: The Town of Barnstable
C.
The Work consists of the safe removal of all existing shingle, back to the
original sheathing. The installation of New Asphalt shingles, New Rakes, Rake
trim, Fascias, Eave returns, Painting, building paper, leak barrier, drips and
flashings as indicated on the drawings.
The Old Fairgrounds roof will require the removal of an existing cedar shingle
roof that will be replaced by an Asphalt Shingle roof. The OFGC requires the
removal of an existing redundant boiler flue and roof to be made good.
The Hyannis Golf Course requires the removal of all the existing roof shingles
of which approximately half of the existing asphalt shingle need to be by a
roofer who has the certification for Asbestos Containing Material (ACM)
removal and disposal.
D.
Pursuant to Commonwealth of Massachusetts Department of Labor Standards
(MADLS) Regulation 453 CMR, Part 6.13(2)(a)(5), work operations that involve
the breaking, shearing, or slicing of Category I non-friable, asbestos-containing,
asphaltic roofing materials are not subject to the requirements of MADLS
Regulation 453 CMR, Part 6.00, as long as the work does not result in the
production of asbestos dust or the material becoming friable. This work can be
performed by workers with OSHA Class II Roofing Removal training (i.e., 8hour asbestos-awareness training specific to roof work). The Contractor shall
be responsible for filing an ANF-001 (asbestos notification form) to be reviewed
by MassDEP.
E.
The specification is the Town of Barnstable, Structures and Grounds Standard
specification for roofs and no variation or substitution will be allowed.
1.2
A.
WORK RESTRICTIONS
Contractor's Use of Premises: During construction, Contractor will have full use
of building, but restricted use of the surrounding parking area and lot which will
remain in public use. An area adjacent to the Club Houses will be dedicated for
parking and dumpster storage for the works.
SUMMARY
01100 - 2
END OF SECTION 01100
SUMMARY
01100 - 3
SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
PART 2 - GENERAL
2.1
SECTION REQUIREMENTS
A.
Use Charges: Cost or use charges for temporary facilities shall be included in
the Contract Sum. Any special connections required by the contractor will be at
the contractors expense and must be removed at the end of the project.
B.
Use water and electric power from Owner's existing system will be allowed
C.
Temporary Electrical Service: Comply with NEMA, NECA, and UL standards
and regulations for temporary electric service. Install service to comply with
NFPA 70.
PART 3 - PRODUCTS
3.1
A.
EQUIPMENT
Heating Equipment: Unless Owner authorizes use of permanent heating
system, provide vented, self-contained heaters with thermostatic control.
1.
2.
Use of gasoline-burning space heaters, open-flame heaters, or
salamander-type heating units is prohibited.
Heating Units: Listed and labeled, by a testing agency acceptable to
authorities having jurisdiction, and marked for intended use.
PART 4 - EXECUTION
4.1
TEMPORARY UTILITIES
A.
General: Arrange with utility company, Owner, and existing users for time when
service can be interrupted, if necessary, to make connections for temporary
services.
B.
Sanitary Facilities: Use of Owner's existing toilet facilities will be permitted, as
long as facilities are cleaned and maintained in a condition acceptable to
Owner. At Substantial Completion, restore these facilities to condition existing
before initial use.
C.
Provide temporary lighting with local switching that provides adequate
illumination for construction operations, observations, inspections, and traffic
conditions.
TEMPORARY FACILITIES
01500 - 1
4.2
TEMPORARY SUPPORT FACILITIES
A.
Provide field offices, storage and fabrication sheds, and other support facilities
as necessary for construction operations. Must be left in the condition in which
it was found.
B.
Provide waste-collection containers in sizes adequate to handle waste from
construction operations. Collect waste daily and, when containers are full,
legally dispose of waste off-site. Comply with requirements of authorities
having jurisdiction.
C.
Install project identification and other signs in locations approved by owner to
inform the public and persons seeking entrance to Project.
4.3
TEMPORARY SECURITY AND PROTECTION FACILITIES
A.
Provide temporary environmental protection, operate temporary facilities, and
conduct construction in ways and by methods that comply with environmental
regulations and that minimize possible air, waterway, and subsoil contamination
or pollution or other undesirable effects. Exclusive use of the parking area
around the Guyer Barn will be provided for the contractor. The contractor will
need to provide Gates or Barriers and Signage to the front and rear of the
property to control security and access, at the contractors expense.
B.
Provide measures to prevent soil erosion and discharge of soil-bearing water
runoff and airborne dust to adjacent properties and walkways, according to
requirements of authorities having jurisdiction.
C.
Provide temporary enclosures for protection of construction and workers from
inclement weather and for containment of heat.
D.
Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to
separate areas occupied by neighbors and stored materials from fumes and
noise.
E.
Comply with requirements of authorities having jurisdiction for erecting
structurally adequate barricades, including warning signs and lighting.
F.
Furnish and install site enclosure fence in a manner that will prevent people and
animals from easily entering site except by entrance gates.
G.
Install and maintain temporary fire-protection facilities. Comply with NFPA 241.
END OF SECTION 01500
TEMPORARY FACILITIES
01500 - 2
SECTION 01600 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
The term "product" includes the terms "material," "equipment," "system," and
terms of similar intent.
B.
Product Substitutions: Substitutions include changes in products, materials,
equipment, and methods of construction from those required by the Contract
Documents and proposed by Contractor after award of the Contract.
1.
2.
3.
4.
5.
C.
Comparable Product Requests:
1.
2.
3.
D.
Submit 3 copies of each request for product substitution.
Submit requests within 7 days after the Notice to Proceed.
Do not submit unapproved substitutions on Shop Drawings or other
submittals.
Identify product to be replaced and show compliance with requirements
for substitutions. Include a detailed comparison of significant qualities of
proposed substitution with those of the Work specified, a list of changes
needed to other parts of the Work required to accommodate proposed
substitution, and any proposed changes in the Contract Sum or the
Contract Time should the substitution be accepted.
The Owners Project Manager will review the proposed substitution and
notify Contractor of its acceptance or rejection by Change Order.
Submit 3 copies of each request for comparable product. Do not submit
unapproved products on Shop Drawings or other submittals.
Identify product to be replaced and show compliance with requirements
for comparable product requests. Include a detailed comparison of
significant qualities of proposed substitution with those of the Work
specified.
The Owners Project Manager will review the proposed product and notify
Contractor of its acceptance or rejection.
Deliver, store, and handle products using means and methods that will prevent
damage, deterioration, and loss, including theft. Comply with manufacturer's
written instructions.
1.
2.
Schedule delivery to minimize long-term storage at Project site and to
prevent overcrowding of construction spaces.
Deliver products to Project site in manufacturer's original sealed container
or packaging, complete with labels and instructions for handling, storing,
unpacking, protecting, and installing.
PRODUCT REQUIREMENTS
01600 - 1
3.
4.
5.
E.
Inspect products on delivery to ensure compliance with the Contract
Documents and to ensure that products are undamaged and properly
protected.
Store materials in a manner that will not endanger Project structure.
Store products that are subject to damage by the elements, under cover
in a weathertight enclosure above ground, with ventilation adequate to
prevent condensation.
Warranties specified in other Sections shall be in addition to, and run
concurrent with, other warranties required by the Contract Documents.
Manufacturer's disclaimers and limitations on product warranties do not relieve
Contractor of obligations under requirements of the Contract Documents.
PART 2 - PRODUCTS
2.1
A.
PRODUCT OPTIONS
Provide products that comply with the Contract Documents, are undamaged,
and are new at the time of installation.
1.
2.
B.
Provide products complete with accessories, trim, finish, and other
devices and components needed for a complete installation and the
intended use and effect.
Descriptive, performance, and reference standard requirements in the
Specifications establish "salient characteristics" of products.
Product Selection Procedures:
1.
2.
3.
4.
5.
Where Specifications name a single product or manufacturer, provide the
item indicated that complies with requirements.
Where Specifications include a list of names of products or
manufacturers, provide one of the items indicated that complies with
requirements.
Where Specifications include a list of names of products or
manufacturers, accompanied by the term "available products" or
"available manufacturers," provide one of the named items that complies
with requirements. Comply with provisions for "comparable product
requests" for consideration of an unnamed product.
Where Specifications name a product as the "basis-of-design" and
include a list of manufacturers, provide the named product. Comply with
provisions for "comparable product requests" for consideration of an
unnamed product by the other named manufacturers.
Where Specifications name a single product as the "basis-of-design" and
no other manufacturers are named, provide the named product. Comply
with provisions for "comparable product requests" for consideration of an
unnamed product by another manufacturer.
PRODUCT REQUIREMENTS
01600 - 1
C.
Unless otherwise indicated, the Owners Project Manager will select color,
pattern, and texture of each product from manufacturer's full range of options
that includes both standard and premium items.
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01600
PRODUCT REQUIREMENTS
01600 - 1
SECTION 01701 - EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1
CLOSEOUT SUBMITTALS
A.
Record Drawings: Maintain a set of prints of the Contract Drawings as Record
Drawings. Mark to show, on a weekly basis, actual installation where
installation varies from that shown originally and forward any changes to the
Owners Project Manager.
B.
Identify and date each Record Drawing; include the designation "PROJECT
RECORD DRAWING" in a prominent location. Delete paragraph and
subparagraphs below if Specifications are on Drawings.
C.
Operation and Maintenance Data: Submit 2 copies of manual. Organize data
into three-ring binders with identification on front and spine of each binder, and
envelopes for folded drawings. Include the following:
1.
2.
3.
Manufacturer's operation and maintenance documentation.
Spare parts list.
Copies of warranties.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1
EXAMINATION AND PREPARATION
A.
Examine substrates and conditions for compliance with manufacturer's written
requirements including, but not limited to, surfaces that are sound, level, plumb,
smooth, clean, and free of deleterious substances; substrates within installation
tolerances; and application conditions within environmental limits. Proceed with
installation only after unsatisfactory conditions have been corrected.
B.
Before proceeding to lay out the Work, verify layout information shown on
Drawings, in relation to property survey and existing benchmarks.
C.
Take field measurements as required to fit the Work properly. Where fabricated
products are to be fitted to other construction, verify dimensions by field
measurement before fabrication and, when possible, allow for fitting and
trimming during installation.
EXECUTION AND CLOSEOUT REQUIREMENTS
01701 - 1
3.2
CUTTING AND PATCHING
A.
Do not cut structural members without prior written approval of the Engineer.
B.
Patch with durable seams that are as invisible as possible. Provide materials
and comply with installation requirements specified in other Sections.
3.3
INSTALLATION
A.
Comply with manufacturer's written instructions for installation. Anchor each
product securely in place, accurately located and aligned with other portions of
the Work. Clean exposed surfaces and protect from damage.
B.
Clean Project site and work areas daily, including common areas.
3.4
A.
FINAL CLEANING
Complete the following cleaning operations before requesting inspection for
certification of Substantial Completion:
1.
2.
3.
4.
5.
6.
3.5
A.
Remove labels that are not permanent.
Clean transparent materials, including mirrors. Remove excess glazing
compounds. Replace chipped or broken glass.
Clean exposed finishes to a dust-free condition, free of stains, films, and
foreign substances. Sweep concrete floors broom clean.
Vacuum carpeted surfaces and wax resilient flooring.
Wipe surfaces of mechanical and electrical equipment. Remove excess
lubrication. Clean plumbing fixtures. Clean light fixtures, lamps, globes,
and reflectors.
Clean Project site, yard, and grounds, in areas disturbed by construction
activities. Sweep paved areas; remove stains, spills, and foreign
deposits. Rake grounds to a smooth, even-textured surface.
CLOSEOUT PROCEDURES
Substantial Completion: Before requesting Substantial Completion inspection,
complete the following:
1.
2.
3.
4.
Prepare a monetized list of items to be completed and corrected (punch
list), the value of items on the list, and reasons why the Work is not
complete.
Advise Owner of pending insurance changeover requirements.
Submit specific warranties, maintenance service agreements, and similar
documents.
Obtain and submit releases permitting Owner unrestricted use of the
Work and access to services and utilities. Include occupancy permits,
operating certificates, and similar releases.
EXECUTION AND CLOSEOUT REQUIREMENTS
01701 - 2
5.
6.
7.
8.
9.
10.
11.
12.
Submit Record operation and maintenance manuals and similar final
record information. Record drawings to be submitted to the owner in both
AutoCAD and PDF electronic formats.
Deliver tools, spare parts, extra materials, and similar items.
Make final changeover of permanent locks and deliver keys to Owner.
Complete startup testing of systems.
Remove temporary facilities and controls.
Submit changeover information related to Owner's occupancy, use,
operation, and maintenance.
Complete final cleaning requirements, including touchup painting.
Touch up and otherwise repair and restore marred exposed finishes to
eliminate visual defects.
B.
Submit a written request for inspection for Substantial Completion. On receipt
of request, Owners Project Manager will proceed with inspection or advise
Contractor of unfulfilled requirements. Owners Project Manager will prepare
the Certificate of Substantial Completion after inspection or will advise
Contractor of items that must be completed or corrected before certificate will
be issued.
C.
Request inspection for Final Completion, once the following are complete:
1.
2.
Submit a copy of Substantial Completion inspection list stating that each
item has been completed or otherwise resolved for acceptance.
Instruct Owner's personnel in operation, adjustment, and maintenance of
products, equipment, and systems.
D.
Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
E.
Submit a written request for final inspection for acceptance. On receipt of
request, Architect will proceed with inspection or advise Contractor of unfulfilled
requirements.
Architect will prepare final Certificate for Payment after
inspection or will advise Contractor of items that must be completed or
corrected before certificate will be issued.
3.6
A.
DEMONSTRATION AND TRAINING
Engage qualified instructors to instruct Owner's personnel to adjust, operate,
and maintain systems, subsystems, and equipment not part of a system.
Include a detailed review of the following:
1.
Include instruction for basis of system design and operational
requirements, review of documentation, emergency procedures,
operations, adjustments, troubleshooting, maintenance, and repairs.
END OF SECTION 01701
EXECUTION AND CLOSEOUT REQUIREMENTS
01701 - 3
SECTION 01732 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Items indicated to be removed and salvaged remain Owner's property.
Remove, clean, and deliver to Owner's designated storage area.
B.
Comply with EPA and DEP regulations, hauling and disposal regulations of
authorities having jurisdiction. Note that the Hyannis GC Roof has ACM
material to approximately half of the roof which requires certified labor to
remove and dispose of the material.
C.
All roof shingles and rotted rake and fascia boards are to be removed and
replaced at both roofs.
D.
Owner will occupy portions of building immediately adjacent to selective
demolition area. Conduct selective demolition so Owner's operations will not be
disrupted.
E.
Hazardous material has been identified at Hyannis GC and removal must only
be by certified roofers.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1
DEMOLITION
A.
Maintain services/systems indicated to remain and protect them against
damage during selective demolition operations. Before proceeding with
demolition, provide temporary services/systems that bypass area of selective
demolition and that maintain continuity of services/systems to other parts of the
building.
B.
Locate, identify, shut off, disconnect, and cap off utility services and
mechanical/electrical systems serving areas to be selectively demolished.
C.
Provide temporary barricades and other protection required to prevent injury to
people and damage to adjacent buildings and facilities to remain.
D.
Provide and maintain shoring, bracing, and structural supports as required to
preserve stability and prevent movement, settlement, or collapse of
construction and finishes to remain or construction being demolished.
SELECTIVE DEMOLITION
01732 - 1
E.
Provide temporary weather protection to prevent water leakage and damage to
structure and interior areas.
F.
Protect walls, ceilings, floors, and other existing finish work that are to remain.
Erect and maintain dustproof partitions.
Cover and protect furniture,
furnishings, and equipment that have not been removed.
G.
Neatly cut openings and holes plumb, square, and true to dimensions required.
Use cutting methods least likely to damage construction to remain or adjoining
construction.
H.
Promptly remove demolished materials from Owner's property and legally
dispose of them. Do not burn demolished materials. All existing landscaping,
roads, trees and pavement are to be protected and restored to original
condition at the end of the project.
END OF SECTION 01732
SELECTIVE DEMOLITION
01732 - 2
SECTION 061000 – ROUGH CARPENTRY
PART 1 - GENERAL
1.01
SECTION REQUIREMENTS
A. Extent of rough carpentry work consists of replacement of rotten wood roof deck material
discovered after removal of the existing roof system, and replacement of rakes, rake trim, fascias &
Soffits.
B. This contractor to carry an allowance for replacement of
replacement deck.
100 sq. ft plywood sheathing for
B. Wood Nailers, Backing and Blocking
C. Anchors and Fasteners
Part 2 - PRODUCTS
3.2
WOOD PRODUCTS, GENERAL
A.
Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency.
B.
Lumber for exterior trim, soffits, fascias, rakes & rake trim: Bodyguard brand, New Zealand
radiata pine, primed all sides, white., or approved equal.
3.3
TREATED MATERIALS
A.
Extent of treated lumber is limited to blocking in contact with masonry, as may be required to
stabilize roof sheathing
B.
Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching
other construction.
C.
Securely attach rough carpentry to substrates, complying with the following:
1.
2.
D.
ESR-1539 for power-driven fasteners rated for contact with ACQ treated lumber
TABLE 2304.9.1 Fastening Schedule IBC International Building Code
Submittals: Model code evaluation reports for wood-preservative treated wood and metal
framing anchors.
1.
Preservative-Treated Materials: AWPA C2, ACQ treated lumber.
2.
Use treatment containing no arsenic or chromium.
3.
Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.
4.
Mark lumber with treatment quality mark of an inspection agency approved by the ALSC
Board of Review.
Rough Carpentry
061000
1
E.
3.4
A.
Provide preservative-treated materials for the following, unless otherwise indicated.
1.
Wood members in connection with roofing, flashing, vapor barriers, and waterproofing.
2.
Concealed members in contact with masonry or concrete.
3.
Wood framing members that are less than 18 inches above the ground.
4.
Provide separation between ACQ treated lumber and any galvanized material including
galvanized hangers and supports.
LUMBER
Dimension Lumber:
1.
2.
Maximum Moisture Content: 19 percent.
Exposed Framing (Including interior exposed framing): Provide material hand-selected
for uniformity of appearance and freedom from characteristics, on exposed surfaces and
edges, that would impair finish appearance, including decay, honeycomb, knot-holes,
shake, splits, torn grain, and wane.
a.
b.
Species: As specified for framing other than non-load bearing partitions.
Grade: No. 1
B.
Timbers 5-Inch Nominal Size and Thicker: No. 1: Southern pine: SPIB.
C.
Exposed Boards: Eastern ponderosa pine, Premium: NeLMA, NLGA, WCLIB, or WWPA with
15 percent maximum moisture content.
D.
Concealed Boards: Mixed southern pine, No. 2: SPIB with 19 percent maximum moisture
content.
E.
Miscellaneous Lumber: Construction, or No. 2 grade with 19 percent maximum moisture
content of any species. Provide for nailers, blocking, and similar members.
F.
Lumber for exterior trim, soffits, fascias, rakes & rake trim: Bodyguard brand, New Zealand
radiata pine, primed all sides, white. Seal all cut ends.
3.5
A.
MISCELLANEOUS PRODUCTS
Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground
contact, or in area of high relative humidity, or is ACQ treated lumber, provide fasteners of
Type 304 stainless steel or Timberlok screws. Exposed fasteners to be Type 304 stainless
steel. All fasteners to be conceiled.
1.
2.
Power-Driven Fasteners: ESR-1539.
Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and,
where indicated, flat washers.
PART 4 - EXECUTION
4.1
A.
INSTALLATION
Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching
other construction.
Rough Carpentry
06100
2
B.
Securely attach rough carpentry to substrates, complying with the following:
1.
2.
3.
ESR-1339 for power-driven fasteners.
Published requirements of metal framing anchor manufacturer.
TABLE 2304.9.1 Fastening Schedule IBC International Building Code
END OF SECTION 06100
Rough Carpentry
06100
3
SECTION 061600 - SHEATHING
PART 5 - PART 1 - GENERAL
1.01 SECTION REQUIREMENTS
A. Section Includes:
1. New roof sheathing
2. Fasteners.
1.02 SUBMITTALS
A. Product Data: For each type of process and factory fabricated product.
1.03 QUALITY ASSURANCE
A. Codes and Standards:
1. In addition to complying with applicable codes and regulations of governmental
agencies having jurisdiction, unless otherwise specifically directed or permitted by
Architect, comply with the following:
a. United States Product Standards, Standard for Construction and Industrial
Plywood, PS1 ANSI A199.1.
b. APA Plywood Design Specification APA Y510.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Outdoor Storage: Comply with manufacturer's recommendations
1. Set panel bundles on supports to keep off the ground.
2. Cover panels loosely with waterproof protective material.
3. Anchor covers on top of stack, but keep away from sides and bottom to assure adequate air
circulation.
4. When high moisture conditions exist, cut banding on panel stack to prevent edge damage.
PART 6 - PART 2 – PRODUCTS
2.01 WOOD SHEATHING
A. Roof Sheathing:
1. Roof Sheathing: CDX Plywood, Exterior, Structural I.
a. Nominal Thickness: Not less than 1/2 inch.
b. Edge Profile: Square edge
c. Provide fastening guide on top panel surface with pre-spaced fastening
symbols for 16-inches and 24-inches on center spacings.
2.02 FASTENERS
A. General: Provide fasteners of size and type indicated that comply with requirements specified in
this Article for material and manufacture.
Sheathing
06160
1
1. For roof sheathing, provide fasteners of Type 304 stainless steel.
B. Nails: Ring shank, ASTM F 1667.
C. Power-Driven Fasteners: NES NER-272.
D. Wood Screws: Hardened, ASME B18.6.1.
PART 7 - PART 3 – EXECUTION
3.01 INSTALLATION
A. Strip off old Shingles down to the existing Roof Sheathing. Install new plywood sheathing over
top of existing roof sheathing.
B. Do not use materials with defects that impair quality of sheathing or pieces that are too small to
use with minimum number of joints or optimum joint arrangement.
C. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting
construction, unless otherwise indicated.
D. Securely attach to substrate, by complying with the following:
1.
2.
3.
4.
5.
6.
7.
NES NER-272 for power-driven fasteners.
Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code."
Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof
Sheathing Nailing Schedule," in ICBO's "Uniform Building Code."
Table 2305.2, "Fastening Schedule," in BOCA's "BOCA National Building Code."
Table 2306.1, "Fastening Schedule," in SBCCI's "Standard Building Code."
Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),
"Alternate Attachments," in ICC's "International Residential Code for One- and TwoFamily Dwellings."
Table 602.3(1), "Fastener Schedule for Structural Members," and Table 602.3(2),
"Alternate Attachments," in ICC's "International One- and Two-Family Dwelling Code."
E. Select fasteners of size that will not fully penetrate members where opposite side will be exposed
to view or will receive finish materials. Make tight connections. Install fasteners without
splitting wood.
F. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials
are installed in sequence and manner that prevent exterior moisture from passing through
completed assembly.
G. Do not bridge building expansion joints; cut and space edges of panels to match spacing of
structural support elements.
H. Coordinate sheathing installation with installation of materials installed over sheathing so
sheathing is not exposed to precipitation or left exposed at end of the workday when rain is
forecast.
END OF SECTION 06160
Sheathing
06160
2
SECTION 072500 – WEATHER BARRIERS
PART 8 - PART 1 - GENERAL
1.01
SECTION REQUIREMENTS
A. Section Includes:
1. Roof Underlayment
2. Ice and Water Shield Leak Barrier
B. Submittals: Product Data and Samples.
PART 9 - PART 2 - PRODUCTS
2.01
ROOF UNDERLAYMENT
A.
Premium, water repellant, breather type non-asphaltic underlayment: DeckArmor™ Premium Breathable Roof Deck Protection, by GAF.
B.
Leak Barrier: WeatherWatch® XT Leak Barrier by GAF-ELK – Self adhering,
self sealing, bituminous leak barrier surfaced with a coated surface and added
tack for traction. Approved by UL and ICC.
See Section 061600 for Plywood Roof Sheathing
PART 10 - PART 3 - EXECUTION
3.01
INSTALLATION - GENERAL
A. Comply with recommendations in ARMA's "Residential Asphalt Roofing Manual",
GAFMC Shingle Guide Specification and with asphalt shingle recommendations
in NRCA's "The NRCA Roofing and Waterproofing Manual."
B. Clean deck surfaces thoroughly prior to installation of eaves protection membrane
and underlayment. At areas that receive eaves protection membrane, fill
knotholes and cracks with latex filler
C.
Examine existing Roof Sheathing. Replace deteriorated areas. Install new Roof
sheathing.
D.
Install one layer of ½” exterior grade plywood over entire roof surface, attached
to existing wood decking and framing.
WEATHER BARRIER 07250
-1
D. Install GAF-Elk leak barrier up the slope from eaves edge a full 36 inches or to at
least 24 inches (610 mm) beyond the interior “warm wall”. Lap ends 6 inches
and bond.
E.
Install eaves protection membrane at least 36 (914mm) inches wide and
centered on the valley. Lap ends 6 inches (152mm) and seal.
F.
Install GAF-Elk leak barrier along entire lengths of hips and ridges. Position the
GAF-Elk leak barrier so that the ridge slots will not be covered.
G.
Penetrations:
1.
Vent pipes: Install a 24 inch square piece of eaves protection
membrane lapping over roof deck underlayment; seal tightly to
pipe.
2.
Vertical walls: Install eaves protection membrane extending at
least 6 inches up the wall and 12 inches on to the roof surface.
Lap the membrane over the roof deck underlayment.
3.
Chimneys: Install eaves protection membrane around entire
chimney extending at least 6 inches up the wall and 12 inches on
to the roof surface. Lap the membrane over the roof deck
underlayment.
4.
Rake Edges: Install metal edge flashing over eaves protection
membrane and roof deck underlayment; set tight to rake boards;
lap joints at least 2 inches and seal with plastic cement; secure
with nails.
5.
Install new vent pipe flashing around existing vent pipes.
END OF SECTION 07250
WEATHER BARRIER 07250
-2
SECTION 07311 - ASPHALT SHINGLES
PART 1 - GENERAL
1.00
SECTION INCLUDES
A.
Asphalt roofing shingles, this section is for the installation, underlayment,
flashing, venting, trim and fixing.
B.
Leak Barrier and roof deck protection.
C.
Metal flashing associated with shingle roofing.
D.
Ridge and Attic ventilation.
1.01
SECTION REQUIREMENTS
A. Submittals: Product Data and Samples.
B.
Identify each bundle of shingles with appropriate markings of UL or another
testing and inspecting agency acceptable to authorities having jurisdiction.
1. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A.
2. Wind-Resistance-Test Characteristics: ASTM D 7158 or UL 997, passed.
C.
Warranties: Provide standard manufacturer's written warranty, signed by
manufacturer agreeing to promptly repair or replace asphalt shingles that fail in
materials or workmanship within 50 years of date of Substantial Completion,
nonprorated, then prorated thereafter for all lifetime shingles.
1. Follow ALL of Warranty instructions listed in the GAF-ELK Timberline
Prestique
Lifetime Shingle Guide Specification, so as not to void warranty.
1.02
A.
REFERENCES
American Society for Testing and Materials (ASTM) - Annual Book of
ASTM Standards
1.
ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc
Coated
(Galvanized) or Zinc-Iron Alloy-Coated
(Galvannealed) by the Hot-Dip Process.
2.
ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy
Sheet
and Plate.
3.
ASTM B 370 - Standard Specification for Copper Sheet and Strip for
Building
Construction.
ASPHALT SHINGLES
07311 - 1
4.
ASTM D 2218 – Impact Resistance of Prepared Roof Covering Materials.
5.
ASTM D 3018 - Standard Specification for Class A Asphalt Shingles
Surfaced
with Mineral Granules.
6.
ASTM D 3161 - Standard Test Method for Wind-Resistance of Asphalt
Shingles
(Fan-Induced Method).
7.
ASTM D 3462 – Standard Specification for Asphalt Shingles Made From
Glass
Felt and Surfaced with Mineral Granules.
8.
ASTM D 4586 - Standard Specification for Asphalt Roof Cement,
Asbestos-Free.
9.
ASTM D 7158 - Standard Test Method for Wind-Resistance of Sealed
Asphalt
Shingles (Uplift Force/Uplift Resistance Method).
B. Underwriters Laboratories (UL) - Roofing Systems and Materials Guide (TGFU
R1306)
1.
UL 790 - Tests for Fire Resistance of Roof Covering Materials.
2.
UL 997 - Wind Resistance of Prepared Roof Covering Materials.
C. Asphalt Roofing Manufacturers Association (ARMA)
D. National Roofing Contractors Association (NRCA)
E. U.S. Green Building Council (USGBC)
F. Leadership in Energy and Environmental Design (LEED)
G. ENERGY STAR
1.03
SUBMITTALS
A. Submit copies of GAF-Elk product data sheets, detail drawings and samples for
each
type of roofing product.
B. L.E.E.D. submittal: Coordinate with Section 01115 - Green Building
Requirements, for
LEED certification submittal forms and certification
templates.
1.04
QUALITY ASSURANCE
A. Manufacturer Qualifications: Provide all primary roofing products, including
shingles,
underlayment, leak barrier, and ventilation, by a single
manufacturer.
B. Installer Qualifications: Installer must have a minimum of experience installing all
roofing products to be installed under this section.
1.05
REGULATORY REQUIREMENTS
A. Provide a roofing system achieving an Underwriters Laboratories (UL) Class A
fire
classification.
ASPHALT SHINGLES
07311 - 2
B. Install all roofing products in accordance with all federal, state and local building
codes.
C. All work shall be performed in a manner consistent with current OSHA guidelines.
1.06
PREINSTALLATION MEETING
A. Timing: Conduct an pre-installation meeting min 7 days prior to the start of work.
B. Attendees: Meeting shall include manufacturer’s certified contractor, owner and
manufacturer’s representative and the general contractor’s representative.
C. Topics: Certified contractor and manufacturer’s representative shall review all
pertinent requirements for the project, including but not limited to, scheduling,
weather considerations, project duration, and requirements for the specified
warranty.
1.07
DELIVERY, STORAGE, AND HANDLING
A. Store all products in manufacturer's unopened, labeled packaging until they are
ready for installation.
B. Store products in a covered, ventilated area, at temperature not more than 110
degrees F (43 degrees C); do not store near steam pipes, radiators, or in direct
sunlight.
C. Store bundles on a flat surface. Maximum stacking height shall not exceed GAFElk’s recommendations. Store all rolls on end.
D. Store and dispose of solvent-based materials in accordance with all federal, state
and local regulations.
1.08
WEATHER CONDITIONS
A. Proceed with work only when existing and forecasted weather conditions will
permit work to be performed in accordance with GAF-Elk’s recommendations.
1.09
WARRANTY
A. Provide to the owner a GAF-Elk WeatherStopper® Golden Pledge Warranty.
Contractor must be a GAF-Elk Certified Master Elite™ Contractor.
1. Material defects: Golden Pledge® Warranty shall provide 100% non prorated
coverage for materials and labor for:
a. The first 50 years, then prorated thereafter for all lifetime shingles
ASPHALT SHINGLES
07311 - 3
PART 2 - PART 2 - PRODUCTS
2.01
ASPHALT SHINGLES
A. Shingles:
1. Super-heavyweight, granule surfaced, self sealing asphalt shingle with a
strong fiberglass reinforced Micro Weave® core and StainGuard® protection,
which prevents pronounced discoloration from blue-green algae through
formulation/unique blends of granules. Architectural laminate styling with a
wood shake appearance with a 5” or 5 5/8” exposure. Meeting ASTM D 3018,
ASTM D 7158, Class H; ASTM D 3161, Type I; ASTM D 3462; CSA 123.5-98;
UL 790 Class A rated with UL 997 Wind Resistance Label.
B. Manufacturer:
“Basis of Design” – GAF-ELK, Timberline®Prestique Lifetime Roofing
Shingles. This is Town of Barnstable, Structures & Grounds standard for
asphalt roofing, and will be purchased by the Town for free issue to the
contractor. No substitutions will be allowed.
2.02
1.
Color: Pewter Grey Blend at Hyannis Golf Course
2.
Color: Resawn Cedar at Olde Fairgrounds Golf Course
ACCESSORIES
A. Felts: 2 layers #15 Roofing Underlayment. Water repellent breather type cellulose
fiber building paper. Meets or exceeds the requirements of ASTM D-4869 Type
1.
B. Ridge Shingles:
1. Timbertex® Premium Ridge Cap Shingles, by GAF-ELK - High profile self
sealing hip and ridge cap shingle matching color of selected roof shingle.
C.
Starter Strip: WeatherBlocker™ Eave/Rake Starter Strip by GAF-ELK – Self
sealing starter shingle designed for premium roof shingles.
D. Leak Barrier: WeatherWatch® XT Leak Barrier by GAF-ELK – Self adhering, self
sealing, bituminous leak barrier surfaced with a coated surface and added tack
for traction. Approved by UL and ICC.
E. Near Ridge & Eave Vent: SmartVent by DCI Products. Install as shown on the
drawings and as recommended by the manufacturer.
F. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.
G. Roofing Nails: Standard round wire, stainless steel, 10 to 12 gauge, smooth,
barbed or deformed shank, with heads 3/8” to 7/16” in diameter. Length must
ASPHALT SHINGLES
07311 - 4
be sufficient to penetrate 3/4 inch into solid wood decking or extend at least 1/8
inch through OSB or plywood sheathing. Use minimum 6 nails per shingle.
H. Sheet Metal Flashing and Trim: Comply with requirements in Division 7 Section
"Sheet Metal Flashing and Trim."
1. Sheet Metal: 0.032-inch Lead Coated Copper sheet, complying with ASTM
B 209.
2. Fabricate sheet metal flashing and trim to comply with recommendations in
SMACNA's "Architectural Sheet Metal Manual."
3. Drip Edge: Formed sheet metal with at least a 2-inch roof deck flange and a
1-1/2-inch fascia flange with a 3/8-inch drip at lower edge.
I. Mechanical Vent. This Contractor to flash roof to existing roof penetrations and
deck supports.
PART 3 - PART 3 - EXECUTION
3.01
INSTALLATION - GENERAL
A. Comply with recommendations in ARMA's "Residential Asphalt Roofing Manual",
GAFMC Shingle Guide Specification and with asphalt shingle recommendations
in NRCA's "The NRCA Roofing and Waterproofing Manual."
B. Clean deck surfaces thoroughly prior to installation of eaves protection membrane
and underlayment. At areas that receive eaves protection membrane, fill
knotholes and cracks with latex filler. Install crickets on upslope side of all
chimneys.
C. Install GAF-Elk leak barrier up the slope from eaves edge a full 36 inches beyond
the interior “warm wall”. Lap ends 6 inches and bond.
D.
Install valley protection membrane at least 36 (914mm) inches wide and
centered on the valley. Lap ends 6 inches (152mm) and seal.
E. Install GAF-Elk leak barrier along entire lengths of hips and ridges.
F.
Install Deck-Armor™ Breathable Roof Deck Protection as recommended by the
roofing manufacturer
G.
Penetrations:
1. Vent pipes: Install a 24 inch square piece of leak barrier protection
membrane lapping over roof deck underlayment; seal tightly to pipe.
2. Rake Edges: Install metal edge flashing over eaves protection membrane
and roof deck underlayment; set tight to rake boards; lap joints at least 2
inches and seal with plastic cement; secure with nails.
ASPHALT SHINGLES
07311 - 5
H.
Install metal flashings and other sheet metal to comply with requirements in
Division 7 Section "Sheet Metal Flashing and Trim," recommendations in ARMA's
"Residential Asphalt Roofing Manual," and asphalt shingle recommendations
in NRCA's "The NRCA
Roofing and Waterproofing Manual."
I. Install first and remaining courses of asphalt shingles stair-stepping diagonally
across roof deck with manufacturer's recommended offset pattern at
succeeding courses, maintaining uniform exposure over two (2) layers of #15
felt.
3.02
A.
INSTALLATION - SHINGLES
General - Install in accordance with GAF-Elk's instructions and local building
codes. When local codes and application instructions are in conflict, the more
stringent requirements shall take precedence. Note: that shingles to upper roof
will be laid over new external insulation layer and 5/8" ply deck.
1. Examination:
a. Do not begin installation until the roof deck has been properly
prepared.
B. Placement and Nailing
1. For maximum wind resistance along rakes & eaves, install any GAF-Elk
starter strip containing sealant or cement shingles to underlayment and
each other in a 4" width of asphalt plastic roof cement.
2. Secure with 5 or 6 nails per shingle per GAF-Elk’s instructions or local
codes.
3. Placement of nails varies based on the type of shingle specified. Consult
the application instructions for the specified shingle for details.
4. Nails must be driven flush with the shingle surface. Do not overdrive or
underdrive the nails.
5. Shingle offset varies based on the type of shingle specified. Consult the
application instructions for the specified shingle for details.
6. Beginning with the starter strip, trim shingles so that they “nest” within the
shingle located beneath it. This procedure will yield a first course that is
typically 3” to 4” rather than a fully exposed shingle.
7. For maximum wind resistance along rakes, install any GAF-Elk starter strip
containing sealant or cement shingles to underlayment and each other in
a 4"(102mm) width of asphalt plastic roof cement.
8. Laterally, offset the new shingles from the existing keyways, to avoid waves
or depressions caused by excessive dips in the roofing materials.
9. Using the bottom of the tab on existing shingles, align subsequent courses.
10.
*Note: DO NOT install standard sized shingles (5” exposure) over metric
(5 5/8” exposure) shingles, as it will overexpose the shingles and reveal
the nails. Use standard alignment methods to assure proper shingle
placement.
C. Penetrations - All penetrations are to be flashed according to GAF-ELK, ARMA and
NRCA application instructions and construction details.
ASPHALT SHINGLES
07311 - 6
END OF SECTION 07311
ASPHALT SHINGLES
07311 - 7
SECTION 076200 - SHEET METAL FLASHING AND TRIM
PART 4 - PART 1 - GENERAL
1.01
SECTION REQUIREMENTS
A. Submittals: Product Data and Samples.
B. Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles
shown unless more stringent requirements are indicated.
C. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction
to provide a leakproof, secure, and noncorrosive installation.
PART 5 - 1.02 PRODUCTS
5.1
A. SHEET METAL
1.
Lead coated copper (Hyannis Golf Course.) Copper Sheet (Olde Barnstable Fairgrounds
GC)
B. FLASHING AND TRIM
1. Refer to SMACNA's "Architectural Sheet Metal Manual" and NRCA's "The NRCA
Roofing and Waterproofing Manual" for recommendations for profiles, thicknesses,
fastenings, and installation of flashing.
2. Fabricate sheet metal flashing and trim to comply with recommendations in
SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions,
metal, and other characteristics of the item indicated.
C. ACCESSORIES
1. General: Provide materials and types of fasteners, solder, welding rods, protective
coatings, separators, sealants, and other miscellaneous items as required for complete sheet
metal flashing and trim installation.
2. Butyl Sealant:
movement.
ASTM C 1311, solvent-release type, for expansion joints with limited
3. Asphalt Mastic: SSPC-Paint 12, asbestos free, solvent type.
4. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based.
5. Slip Sheet: Rosin-sized paper, minimum 3 lb/100 sq. ft. (0.16 kg/sq. m).
6. This contractor to flash roof to existing roof penetrations.
SHEET METAL AND FLASHING TRIM
07620
1
PART 6 - PART 2 - EXECUTION
2.02
INSTALLATION
A. Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion; set
true to line and level. Install Work with laps, joints, and seams permanently watertight and
weatherproof; conceal fasteners where possible.
1.
Roof-Edge Flashings: Secure metal flashings at roof edges according to FMG Loss
Prevention Data Sheet 1-49 for specified wind zone.
2. Roof - Edge: Starter flashings to lower edge of all roofs. Edge flashing to all sides. Woven
valley joints (Hyannis) and open valley copper valleys (OFBGC) see section 07710
B. Sealed Joints: Form non-expansion, but movable, joints in metal to accommodate elastomeric
sealant to comply with SMACNA standards.
C.
Fabricate nonmoving seams in sheet metal with flat-lock seams.
aluminum, tin edges to be seamed, form seams, and solder.
For metals other than
1. Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets to
be soldered to a width of 1-1/2 inches (38 mm), unless pre-tinned surface would show in
finished Work.
D. Separation: Separate non-compatible metals or corrosive substrates with a coating of asphalt
mastic or other permanent separation.
END OF SECTION 07620
SHEET METAL AND FLASHING TRIM
07620
2
SECTION 077100 - ROOF SPECIALITIES
1.01
SECTION REQUIREMENTS
A. Submittals: Product Data, Shop Drawings, and color Samples.
PART 7 - GENERAL
7.1
A.
SECTION REQUIREMENTS
Submittals: Product Data, Shop Drawings, and color Samples.
PART 8 - PRODUCTS
8.1
MATERIALS
A.
Copper Sheet: ASTM B 370, Temper H00 or H01, cold rolled, mill finished. (Open valleys and
flashing -OFBGC)
B.
4" Copper Drip edge: to all roof edges (OFBGC)
C.
4" Aluminum Drip edge: White finish to all roof edges (Hyannis GC)
8.2
A.
ROOF SPECIALTIES
General: Provide materials and types of fasteners, protective coatings, separators, sealants,
and other miscellaneous items required by manufacturer for a complete installation.
PART 9 - EXECUTION
9.1
A.
INSTALLATION
Install as recommended by the manufacturer and as required by field conditions. As part of
the work this contractor to clean out underground pipe and existing drywells, and ensure drain
water flow. Coordinate with installation of roof decks and other substrates to produce a
watertight assembly capable of withstanding inward and outward loading pressures, and
thermal and lateral loads.
PART 10 A.
B.
A. SNOWGUARDS
GENERAL
1. Install snow guards in diamond pattern and shown on the drawings. Attach snowguards as
recommended by the snowguard and roofing manufacturer.
MANUFACTURER
ROOF SPECIALITIES
07710
1
1. Alpine Snowguards (Div. of Vermont Slate & Copper Serv., Inc., Morrisville, VT)., Model
#PD30Z Half round pad style finished in copper.
FINISH
1. Copper Snowguards
2. Substrate: Inspect roof system to be properly attached and installed to withstand additional
loading incurred. Notify General Contractor of any deficiencies before installing
snowguards.
a. Install in horizontal rows parallel to the eaves. Provide one three-row pattern,
as indicated on the elevations. Comply with the architectural Drawings for
location and manufacturer’s instructions for spacing.
b. Snowguards shall be placed low enough on shingles so that the next course of
shingles lay properly over the top of the snowguard straps.
c. Install a minimum of two (2) fasteners per snowguard.
1.03
INSTALLATION
A. General: Provide materials and types of fasteners, protective coatings, separators, sealants, and
other miscellaneous items required by manufacturer for a complete installation.
1. Snow guards shall be installed from a line no closer then 1’-0” from eave edges of roof and
shall extend uniformly upward and laterally over roof area 5’-0” from eaves as shown on
drawings.
2. Snow guards shall be spaced at every other shingle in both vertical and horizontal direction,
but not more than 16” apart vertically, and not more than 24” horizontally, and shall be
staggered from course to course.
PART 5 - ROOF RAIN DIVERTER
A.
GENERAL: The replacement of the existing rain diverter, with a new copper roof rain
diverter
1.
The existing rain diverter over the front entrance at OFBGC is to be replaced with a similar
copper rain diverter, parallel to the eaves of the OFBGC entrance.
Rain diverter can be fabricated from 20 oz sheet copper to match the open valleys.
2.
END OF SECTION 077100
ROOF SPECIALITIES
07710
2
SECTION 07920 - JOINT SEALANTS
PART 1 - GENERAL
A.
1.2
NOTE: The painting includes, all rakes, fascias, eaves, soffit boards and trim. The copper
flashings, starters and drips must not be painted.
SECTION REQUIREMENTS
A.
Submittals: Product Data and color Samples.
B.
Environmental Limitations: Do not proceed with installation of joint sealants when ambient and
substrate temperature conditions are outside limits permitted by joint sealant manufacturer or
are below 40 deg F.
PART 2 - PRODUCTS
2.1
JOINT SEALANTS
A.
Compatibility: Provide joint sealants, joint fillers, and other related materials that are
compatible with one another and with joint substrates under service and application conditions.
B.
Sealant for General Exterior Use Where Another Type Is Not Specified, One of the Following:
1.
Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS;
Class 25; and Uses NT, M, A, and O.
2.2
JOINT-SEALANT BACKING
A.
General: Provide sealant backings of material and type that are nonstaining; are compatible
with joint substrates, sealants, primers, and other joint fillers; and are approved for applications
indicated by sealant manufacturer.
B.
Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and
otherwise contribute to producing optimum sealant performance.
C.
Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint
surfaces at back of joint.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Comply with ASTM C 1193.
B.
Comply with ASTM C 919 for use of joint sealants in acoustical applications.
JOINT SEALANTS
07920
1
END OF SECTION 07920
PAINTING
09910
2
SECTION 09910 - PAINTING
PART 4 - GENERAL
4.1
SECTION REQUIREMENTS
A.
The painting contractor must be registered with the state of Massachusetts as an RRP
(Renovation, Repair, Repainting) certified lead contractor.
B.
Related Sections:
SEALERS.
C.
Summary: Paint new exposed surfaces, and surfaces disturbed by construction activities,
unless otherwise indicated.
1.
Do not paint prefinished items, items with an integral finish, operating parts, and labels
unless otherwise indicated.
D.
The Painting includes, all rakes, fascias, eaves, soffit boards and trim. The copper flashings,
starters and drips must not be painted.
E.
Submittals:
1.
2.
F.
Section 061000 – ROUGH CARPENTRY, Section 07920
– JOINT
Product Data
Samples.
MPI Standards:
1.
2.
Products: Complying with MPI standards indicated and listed in "MPI Approved
Products List."
Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting
Specification Manual" for products and paint systems indicated.
G.
Mockups: Full-coat finish Sample of each type of coating, color, and substrate, applied where
directed.
H.
Extra Materials: Deliver to Owner 1 gal. of each color and type of finish coat paint used on
Project, in containers, properly labeled and sealed.
PART 5 - PRODUCTS
5.1
A.
PAINT
Products:
1.
B.
Sherwin Williams Duration exterior paint, Or Approved Equal. Color to be selected by
the Owner from manufacturers standard colors.
Material Compatibility:
substrates.
1.
PAINTING
Provide materials that are compatible with one another and with
For each coat in a paint system, provide products recommended in writing by
manufacturers of topcoat for use in paint system and on substrate indicated.
09910
1
C.
Colors: As to match original colors as specified by the historic paint analysis.
PART 6 - EXECUTION
6.1
PREPARATION
A.
Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items
that cannot be removed. Reinstall items in each area after painting is complete.
B.
Clean and prepare surfaces in an area before beginning painting in that area. Schedule
painting so cleaning operations will not damage newly painted surfaces.
C.
Cleaning:
1.
Gentlest means possible should be utilized. Attempt to use water at a pressure less than
60 psi and a natural bristle brush before moving on to a harsher means.
6.2
A.
2.
If stubborn biological staining exists, a 3:1 hot water: bleach mixture should be applied
by handheld compression tank sprayer or by hand with a natural brush. Thoroughly rinse
the area with clean water at a pressure of less than 60 psi.
3.
The use of tri-sodium-phosphate (TSP) or other products containing phosphates or
sodium (soluble salts) is forbidden.
APPLICATION
Apply paints according to manufacturer's written instructions.
1.
B.
Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and
color breaks.
1.
C.
6.3
A.
Use brushes only for exterior painting and where the use of other applicators is not
practical.
If undercoats or other conditions show through topcoat, apply additional coats until cured
film has a uniform paint finish, color, and appearance.
Apply stains and transparent finishes to produce surface films without color irregularity,
cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use
multiple coats to produce a smooth surface film of even luster.
EXTERIOR PAINT APPLICATION SCHEDULE
Galvanized Metal:
1.
Semigloss Latex: Two coats over cementitious galvanized-metal primer: MPI EXT 5.3A.
B.
Dressed Lumber: Including architectural woodwork, and doors.
1.
Semigloss Latex: Two coats over alkyd primer: MPI EXT 6.3A.
C.
Wood Panel Products: Including fascias, soffits
1.
Semigloss Latex: Two coats over alkyd primer: MPI EXT 6.4G.
PAINTING
09910
2
END OF SECTION 09910
PAINTING
09910
3