34 Chestnut Street_CofNA
Salem Historical Commission
98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970
(978) 619-5685
CERTIFICATE OF NON-APPLICABILITY
It is hereby certified that the Salem Historical Commission has determined that the proposed:
Construction Moving
x Reconstruction Alteration
Demolition Painting
Signage Other Work
as described below does not involve an exterior architectural feature or involves a feature covered by the exemptions or
limitations set forth in the Historic District's Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance.
District: McIntire
Address of Property: 34 Chestnut Street
Name of Record Owner: Historic New England Inc.
Description of Work Proposed:
• Exterior preservation project on the Carriage Barn of Phillips House (34 Chestnut Street). Work is to occur on all four
elevations of the structure and on the roof of the main block. The scope of work includes masonry, wood, window, and
slate roof repairs, asphalt shingle roof replacement, and painting.
o Masonry Repairs: Spot repoint four elevations and one chimney and spot replace bricks
Mortar to be type N mortar: 1/1/6 mix (Portland cement, hydrated lime and sand) to match existing
color, grain size, texture and pointing technique; and
New brick to match existing in terms of color, size, texture and design.
Commission to review a sample patch of repointing work prior to completion of full project. Please
notify Commission staff when sample is ready for review.
o Wood Repairs: Repair various wooden elements, including window and door casings, doors, and window sills
Should repair of historic trim be necessary, historic materials and details must be retained and repaired
except where material is not salvageable and must be replaced. If replacement is necessary, new
elements must replicate existing details, dimensions and materials.
o Window Repairs: Repair windows, including wood and glass repairs and re-glazing
o Slate Roof Repairs: Spot replace slate shingles on three slopes of structure's main block
o Asphalt Roof Replacement: Replace existing asphalt shingles with new asphalt shingles on one slope of
structure's main block. Asphalt shingles
o Painting: Paint all wooden elements
All paint will be handscraped
Non-applicable due to being in-kind or not visible from the public way. *All work to replicate existing materials, dimensions,
design, location, color and outward appearance.
*NOTE: Historic materials and details must be retained and repaired except where material is not salvageable and must be
replaced. If replacement is necessary, new elements must replicate existing details, dimensions and materials. Should any
changes to materials, design or outward appearance be determined necessary, Applicant must submit a new application
for review.
Upon completion of the above work, please notify Historical Commission staff as final sign-off is required to
document compliance with this Certificate and approved plans.
Dated: February 18, 2025 SALEM HISTORICAL COMMISSION:
By:
The homeowner has the option not to commence the work (unless it relates to resolving an outstanding violation). All work
commenced must be completed within one year from this date unless otherwise indicated.
THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or
any other necessary permits or approvals) prior to commencing work.
34 Chestnut Street- Phillips House
Carriage Barn Addition Exterior Preservation Project Certificate of Non-Applicability Support Materials- Photos 2/18/2025
Representative photos of brick and mortar deterioration
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 1 of 8
DIVISION 01
GENERAL REQUIREMENTS
SECTION 01 00 00
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 04 Masonry- Brick Masonry
C. Division 06 Wood, Plastics, and Composites- Finish Carpentry
D. Division 07 Thermal and Moisture Protection- Asphalt Shingles
E. Division 07 Thermal and Moisture Protection- Slate Shingles
F. Division 08 Openings- Wood Window Repairs
G. Division 09 Finishes- Exterior Painting
H. Project Drawings and Photos
1.2 SUMMARY
A. Summary of Work:
a. Project includes, but is not limited to, the following (see Project Price Proposal
for quantity details):
i. Base Bid:
1. Masonry Work: Spot repoint four elevations and one chimney and
spot replace bricks.
2. Miscellaneous Wood Repairs: Repair various wooden elements,
including window and door casings, doors, and window sills. Paint
repaired elements.
3. Painting: Paint all remaining wooden elements, excluding windows
(see “Windows” in Alternates (adds)).
ii. Alternates (adds):
1. Windows: Repair twenty-two windows, including wood and glass
repairs, re-glazing, and painting.
2. Slate Roof Repairs: Spot replace slate shingles on three slopes of
structure’s main block.
3. Asphalt Roof Replacement: Remove existing shingles and related
roof assembly materials and install shingles and related roof
assembly materials on one slope of structure’s main block.
b. Provide and pay for labor, materials, equipment, tools, machinery, and any other
facilities and/or services necessary for proper execution of the work as specified
herein, and required by existing conditions and authorities having jurisdiction.
c. Maintain Comprehensive General Liability including contractor's liability, bodily
injury, property damage ($1,000,000.00 minimum coverage) and workers
compensation naming Historic New England as additionally insured.
d. All Contractors and Subcontractors related to the Project are subject to this
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 2 of 8
Section for the duration of the Project.
e. All Subcontractors are bound by the same requirements as the Contractor.
B. If subcontractors are used, they must meet bid pre-qualification requirements.
C. Work Restrictions:
a. The primary access point to the site is via a driveway near the southwest corner of
the property.
i. There is no gate or physical obstacle obstructing this access point.
ii. The site can be accessed Monday through Friday, 7:00am to 5:00pm.
1. Access to the site outside of these days and hours may be granted
with prior notice from the Contractor to the Project Manager.
b. For certain project aspects, access to the structure will be needed via neighboring
properties and will be coordinated by the Project Manager.
c. The property is a functioning historic house museum open to the public.
i. Care and consideration is required for the visiting public and staff during
the Project.
ii. Full and unobstructed access to all points of egress of the complex is
required throughout the Project.
iii. Every effort shall be made to accommodate the needs of Historic New
England staff in relation to scheduling.
iv. Project Manager to act as liaison between staff and the Contractor.
D. Project Utility Sources:
a. Owner will supply electricity and water for the duration of the Project.
1.3 PRICE AND PAYMENT PROCEDURES
A. Contract Modification Procedures:
a. Promptly notify the Project Manager if the need for additional work (i.e. work not
already called for in the “Execution” sections of accompanying specifications)
whose completion is necessary to allow for the successful completion of the
Project is found.
i. No work other than that described in accompanying specifications can be
executed unless it has been approved in writing by the Project Manager.
ii. Provide justification and estimated cost for additional work to the Project
Manager.
iii. A change order, documenting scope and cost of additional work, will be
produced by the Project Manager.
1. Allow five working days for the Project Manager to prepare
document/ secure necessary approval for additional work.
iv. Change order to be signed by both the Project Manager and Contractor.
1.4 ADMINISTRATIVE REQUIRMENTS
A. Project Management and Coordination:
a. Keep open and clear communication with the Project Manager throughout
duration of the Project.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 3 of 8
b. Progress meetings, to include site walkthroughs, are to be held on a weekly basis
and will include the Contractor, Project Manager, and other possible advisors
and/or subcontractors of the Project.
B. Submittal Procedures:
a. Submit to Project Manager all submittals specified in the “General” sections of
accompanying specifications.
i. Make submissions far enough in advance of scheduled dates of planned
installation or execution of the same to provide enough time for
review/securing necessary approvals, possible re-submittals, placing
orders and securing delivery and as not to delay installation or execution
of the same.
1. Allow at least five working days for the Project Manager to
review/grant approval following receipt of submittals.
C. Special Procedures:
a. All work must follow Historic New England’s Preservation Philosophy
i. The careful preservation of building fabric will not discriminate between
various periods of time, but recognize and preserve an architectural-
historical continuum.
ii. Retain as much existing building fabric as possible, based on a careful
judgment as to the soundness of any item.
iii. Replace all elements in kind, unless otherwise specified, duplicating the
type, dimensions, etc. of material as well as the methods of installation.
iv. Use reversible processes wherever possible.
b. Promptly notify the Project Manager of any older roofing materials existing under
current roof or indications of prior existence (i.e. nailing pattern) as to allow for
documentation.
1.5 QUALITY REQUIREMENTS
A. Regulatory Requirements:
a. Comply with all applicable federal and state laws, municipal ordinances, and the
rules and regulations of all authorities having jurisdiction over construction of the
Project.
b. Obtain all building permits required for work.
B. Quality Assurance:
a. Contractors shall be fully and solely responsible for quality assurance to assure
that work as constructed conforms fully with intent of all Construction
Documents.
b. Contractors that perform roof replacement, masonry repairs, and/or carpentry
work shall be regularly engaged in roof/masonry/carpentry projects on historic
buildings.
c. Accompanying specifications shall always be in tandem with Division 01 General
Requirements should one or multiple be separated out from the Construction
Documents.
d. All subcontractors are subject to the approval of the Project Manager before
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 4 of 8
commencement of the Work and shall not begin work unless previously approved
by the Project Manager.
e. Wherever possible the minimum acceptable quality of workmanship and materials
has been defined either by manufacturer’s name and catalog number or by
references to recognized industry standards.
f. Utilize tools and equipment in accordance with manufacturer’s instructions and/
or standard industry practices unless otherwise directed by the Project Manager.
g. Apply/ install products in accordance with manufacturer’s instructions and/or
follow standard industry practices and in a manner that will uphold the
manufacturer’s warranty unless otherwise directed by the Project Manager.
i. Specific instructions are called out in the “Execution” sections of
accompanying specifications.
h. All work persons, other than general laborers, shall be skilled and experienced in
their respective trades and equipped to perform workmanship in accordance with
recognized standards.
i. Aides and apprentices for skilled trades shall be under full and constant
supervision of skilled craftspeople.
j. Where reference is made to American Society for Testing and Materials (ASTM)
Standards, Federal Specifications, American National Standards Institute (ANSI)
Standards, or other standards, such reference shall mean to the latest edition in
effect 60 days before date of Specifications.
k. Submit to Project Manager all submittals specified in the “General” sections of
accompanying specifications.
i. All approved mockups will be used as the standard for subsequent work of
the like.
l. Should defects become apparent, do not proceed with subsequent work until all
such defects in the preceding work have been satisfactorily corrected.
i. Any defects shall be promptly corrected without additional charge to the
Owner.
ii. If satisfactory corrections cannot or will not be made, notify the Project
Manager in writing.
1.6 TEMPORARY FACILITIES AND CONTROLS
A. Construction Facilities:
a. Contractor responsible for procuring and maintaining portable toilet for all
workers.
b. Its location to be approved by Project Manager prior to its arrival.
c. Portable toilet to be removed within five working days following the accepted
completion of work.
B. Construction Aids:
a. Contractor responsible for setting up OSHA approved staging to facilitate roof
and chimney access.
i. If attached to structure, staging to remain in place once erected until it is
no longer needed and removed within five working days following the
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 5 of 8
accepted completion of work.
1. Any holes made for attaching staging to the building are to be
addressed by the Contractor in a method approved by the Project
Manager.
ii. Adequate temporary bracing, anchorages, etc. shall be provided and
maintained as required to hold installed material in place for the duration
of the Project.
C. Vehicular Access and Parking:
a. TBD.
1.7 PRODUCT REQUIREMENTS
A. Product Options:
a. Specific products to be used are called out in the “Products” sections of
accompanying specifications.
i. All products must be shown to the Project Manager prior to their
application or installation.
1. Representative samples to be retained by Project Manager may be
asked of some products.
b. Provide the best quality grade of specified products.
c. All products shall be free from defects and new of manufacture.
d. Stay consistent with the sources/ manufacturers used to procure products.
e. Verify that all specified items will be available in time for installation during
orderly and timely progress of the work.
i. In the event specified item or items will not be available on a timely basis,
notify the Project Manager.
ii. Costs of delays because of non-availability of specified items, when such
delays could not have been avoided by the Contractor, will be back-
charged as necessary and shall not be borne by the Owner.
B. Product Substitution Procedures:
a. Any substitution of materials, equipment, or methods is subject to the Project
Manager approval.
i. No substitution shall be made unless it has been approved in writing by
the Project Manager.
ii. The Project Manager will consider proposed substitutions only when
justification and other such information has been provided.
C. Product Delivery Requirements:
a. Deliver materials in original, new, and unopened packages or containers or
unopened bundles with manufacturer’s brand and name clearly marked.
D. Product Storage and Handling Requirements:
a. Store and handle products in a manner that will uphold the manufacturer’s
warranty and/or follow standard industry practices unless otherwise directed by
the Project Manager.
i. Specific storage instructions are called out in the “General” sections of
accompanying specifications.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 6 of 8
b. Take all measures necessary to prevent damage and theft of materials before,
during, and after installation for the duration of the Project.
c. Ensure all project materials are protected from adverse weather during
construction.
1.8 EXECUTION AND CLOSEOUT REQUIREMENTS
A. Execution:
a. Coordinate work as needed to ensure proper sequencing of work and completion
of the Project.
b. Each trade shall install its work in timely sequence, and so as to accommodate the
work of other trades.
c. Conflicts between respective materials and/or trades shall be resolved in adequate
time so as to prevent delay in the completion of the Project.
d. No repairs/ replacements will be made solely based on aesthetic purposes.
e. Prior to application or installation of any products, inspect carefully previously
completed work to which it will be applied or connected and verify that such
preceding work is properly completed to ensure no adverse effects on subsequent
work efforts.
f. Keep in mind environmental condition limitations.
i. Specific guidelines are noted in the “General” sections of accompanying
specifications.
g. Ensure weather is suitable prior to removal of elements.
h. Protect building from weather while elements have been removed.
i. Major wood replacements (i.e. large dutchman repairs) shall be labeled “HNE
New Wood 2025” using Owner provided copper tags or approved equivalent.
j. Perform operations to facilitate safe, orderly, and clean work areas and to keep
premises clean and free from accumulation of debris and other materials related to
the Project.
k. Take necessary precautions to protect persons, whether engaged in work or not,
from hazards of any kind associated with the work of the Project.
i. Utilize cones and safety tape as a barrier to block off areas as needed.
ii. No materials or debris will be permitted to drop free, but shall be removed
by use of material hoists, chutes, or other method approved by the Project
Manager.
l. Project Manager will have access to any off site locations where building
elements are being stored/ repaired.
m. Take necessary precautions to prevent fire and spread of fire.
i. Provide a properly rated fire extinguisher close by all workstations.
n. Take necessary precautions to protect the building (exterior and interior) and
landscape from possible adverse effects caused by the Project.
i. Should damage related to the Project occur, remediation will be the
responsibility of the Contractor.
1. Remediation efforts will be subject to the satisfaction of the Project
Manager.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 7 of 8
o. No materials or debris will be permitted to pass through the finished interior
without proper protection in a manner approved by the Project Manager.
p. Provide adequate ventilation during use of volatile or noxious substances.
B. Cleaning and Waste Management:
a. Contractor responsible for procuring and maintaining some form of trash
receptacle for collection of Project debris.
i. Location of trash receptacle must be approved by Project Manager prior to
its arrival.
ii. Debris to be disposed of properly.
iii. Prevent accumulation of wastes which create hazardous conditions.
iv. Trash receptacle to be removed within five working days following the
accepted completion of work.
v. Recycle debris when possible.
C. Closeout Procedures:
a. The landscape is to be left in as found or better condition upon the completion of
the Project.
i. Condition of landscape after the Project is subject to the Project Manager.
b. Except as longer terms as specified under the various Technical Sections of the
specifications, and barring any conflicting provisions in any Conditions of the
Contract, all work on this project shall be guaranteed against defects in materials
and/or workmanship for a period of one year commencing on the date the project,
or portion thereof, is accepted for beneficial use and occupancy for the purpose
intended.
D. Closeout Submittals:
a. Provide the following closeout submittals to the Project Manager or otherwise
specified within five working days following the accepted completion of work:
i. Manufacturer’s literature and data on products specified by the Project
Manager in either digital or print format.
ii. Manufacturer’s warranties for applicable products in either digital or print
format.
iii. Extra stock materials.
1. To be delivered to previously agreed upon location.
iv. Photographs taken during the course of work.
v. Representative samples of existing materials removed from the building.
1. To be labeled “Phillips House- Carriage Barn: Removed 2025”
with an approximate location of where they were pulled from the
building.
a. Possible examples include:
i. Shingles.
ii. Sheathing.
iii. Flashing.
iv. Nails and other fasteners.
SECTION II – PRODUCTS – Not applicable.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 01 00 00 Page 8 of 8
SECTION III – EXECUTION – Not applicable.
END OF SECTION
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 04 21 13 – BRICK MASONRY Page 1 of 4
DIVISION 04
MASONRY
SECTION 04 21 13 – BRICK MASONRY
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 01 General Requirements
C. Project Drawings and Photos
1.2 DESCRIPTION OF WORK
A. The extent of masonry work includes, but is not limited to, the following on the four
elevations and one chimney of the structure (see Project Price Proposal for quantity
details):
a. North, east, south, and west elevations: Spot repoint and spot replace bricks.
b. Chimney: Spot repoint and investigate and recaulk cap.
B. If subcontractor is used, they must meet bid pre-qualification requirements.
1.3 PRODUCT STORAGE
A. Store mortar and masonry materials off the ground on skids or pallets.
a. Place materials on skids/ pallets in such a manner as to prevent any damage
and/or breakage.
b. Distribute weight of materials on skids/ pallets evenly as best as possible.
c. Cover with non-staining, waterproof membrane.
i. Allow air to circulate around stored materials.
B. Place and stack skids/ pallets in a safe manner.
1.4 ENVIROMENTAL CONDITIONS
A. Do not undertake masonry projects when the temperature is 40°F or below unless
acceptable protective measures are implemented.
a. Protect work area during work and partially completed work upon the workday’s
end when temperature of the surrounding air is 40°F and falling.
i. Cover with strong, waterproof, non-staining membrane and hold securely
in place.
b. No types of antifreeze compounds or air entraining agents will be introduced into
the mortar.
B. Do not use frozen materials or materials mixed or coated with ice or frost.
C. Do not build on frozen work.
D. Remove and replace masonry work damaged by frost or freezing.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 04 21 13 – BRICK MASONRY Page 2 of 4
1.5 SUBMITTALS
A. Samples of mortar mix components.
B. Air-dried mortar samples.
C. Three samples of replacement bricks.
C. Mockup of mortar removal efforts not less than one square foot.
D. Mockup of repointing efforts of not less than one square foot.
SECTION II – PRODUCTS
2.1 BRICKS
A. Match existing.
2.2 MORTAR
A. Type K: 1:3:10-12 (Portland:lime:sand)
1. Portland Cement- Type 1
2. Lime- Hydrated Type S
3. Sand- Fine Aggregate
2.3 WATER
A. Clean and free from deleterious amounts of acids, alkalis, or organic materials.
2.4 CAULK
A. TBD, elastomeric sealant.
SECTION III – EXECUTION
3.1 PREPARATION OF MORTAR
A. Measure and thoroughly mix dry ingredients (i.e. sand, cement, and lime).
a. Measure by volume.
B. Add half amount of water and mix for roughly five (5) minutes.
a. Continue to add the remaining water in small portions until the mortar has
reached the desired consistency for use.
C. Ensure uniformity of visual and physical characteristics.
D. Do not use mortar that has stood more than one (1) hour after its preparation.
a. Do not retemper mortar.
3.2 PREPARATION OF MASONRY
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 04 21 13 – BRICK MASONRY Page 3 of 4
A. Rake out compromised and ill-suited (hard, incompatible) mortar to a depth of at least 2.5
times the width of the joint (minimum ¼”) and remove deteriorated bricks.
a. Hand tools, such as chisels and hammers, are preferred.
b. Handheld mechanical tools, such as pneumatically-powered chisels, can be used
at the discretion of the Project Manager.
i. No power saws or grinders are allowed.
B. Compromised mortar includes the following:
a. Joint has eroded back more than ¼” from the masonry face.
b. Vertical and/ or horizontal cracks run through the mortar.
c. Mortar bonds are broken or have pulled away from the masonry.
d. Mortar has fallen out of joints.
e. Mortar is excessively soft, powdery, or crumbling.
C. Leave a clean, square face at the back of the joints.
D. Carefully clean out prepared joints with a soft or stiff bristle brush, or blow them clean
with low-pressure compressed air (40-60 psi).
E. Thoroughly flush out joints with water.
3.3 POINTING
A. Ensure where mortar is to be placed is clean of all loose particles, dust, and debris.
B. Damp areas where mortar is to be placed.
a. Ensure no standing water is present.
C. Fill joints as needed building up mortar to reach appropriate thickness.
a. Tool mortar into joints in layers no thicker than 1/4”.
b. Apply additional layers only once subsequent layers have become thumbprint
hard.
c. Compact mortar well into crevices filling all voids.
d. When final layer of mortar is thumb print hard, strike joint duplicating the contour
of original sound joints.
i. Aim for a slightly struck joint.
1. No special tooling is required on any joints as they originally did
not have any.
D. Lay replacement bricks matching adjacent bonds.
3.4 MASONRY CLEANING
A. As Work proceeds and after completion of Work, prior to initial set of mortar (1-2 hours),
remove excess mortar, droppings, smears, stains, and other soiling substances resulting
from the Work of this Section with a stiff natural bristle or nylon brush.
B. After mortar is thoroughly set, clean masonry with a stiff natural bristle or nylon brush an
80% solution of acetic acid (vinegar).
a. Rinse thoroughly afterwards with water.
3.5 CHIMNEY CAPS
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 04 21 13 – BRICK MASONRY Page 4 of 4
A. Investigate conditions of chimney cap and inform Project Manager.
B. Recaulk where caps meet masonry.
END OF SECTION
Historic New England Specifications
Exterior Preservation Project
Phillips House, Salem, MA
SECTION 06 20 00 – FINISH CARPENTRY Page 1 of 4
DIVISION 06
WOOD AND PLASTICS, AND COMPOSITES
SECTION 06 20 00 – FINISH CARPENTRY
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 01 General Requirements
C. Division 09 Finishes
D. Project Drawings and Photos
1.2 DESCRIPTION OF WORK
A. The extent of wood repairs includes, but is not limited to, the following (see Project Price
Proposal for quantity details):
a. Repair of deteriorated window and door casings, doors, and window sills.
b. Paint repaired elements.
B. If subcontractor is used, they must meet bid pre-qualification requirements.
1.3 PRODUCT STORAGE
A. Store lumber off the ground on skids or pallets.
a. Place lumber on skids/ pallets in such a manner as to prevent any damage and/or
breakage.
b. Distribute weight of lumber on skids/ pallets evenly as best as possible.
c. Cover with non-staining, waterproof membrane.
i. Allow air to circulate around stored lumber.
B. Place and stack skids/ pallets in a safe manner.
1.4 SUBMITTALS
A. Mockup of paint removal efforts of not less than one square foot.
SECTION II – PRODUCTS
2.1 WOOD
A. Match species, clear, quartersawn 100% heart wood, minimum 7 growth rings to the
inch, without finger joints or other joints within members, thoroughly seasoned, and kiln-
dried to a moisture content not exceeding 12%.
a. Wood shall be free from defects or blemishes on surfaces exposed to view that
will show after paint has been applied.
b. Profiles and dimensions to match existing.
Historic New England Specifications
Exterior Preservation Project
Phillips House, Salem, MA
SECTION 06 20 00 – FINISH CARPENTRY Page 2 of 4
2.2 UNDERLAYMENT
A. Match existing, if extant.
2.3 FASTENERS
A. Smooth shank stainless steel or hot-dipped galvanized nails of appropriate size and
configuration for use intended.
2.4 EPOXYS, CONSOLIDANT, AND ADHESIVES
A. West System 105 Epoxy Resin/ 205 Fast Hardener.
B. Flex-Tec HV.
C. Abatron WoodEpox.
D. Abatron LiquidWood
E. Titebond III.
2.5 PAINT
A. See Division 09 Finishes.
SECTION III – EXECUTION
3.1 PAINT REMOVAL
A. Remove compromised paint from elements as needed to execute proper repairs/
replacements.
a. Scrape with hand tools.
b. Take care not to inadvertently remove unnecessary layers of coatings.
c. Removal of coatings down to substrate is acceptable only when necessary.
B. Sand surfaces and feather edges of stable, old coatings.
a. Using manual methods is preferred, but mechanical methods are acceptable.
i. Use course sandpaper of 60 or 80 grit.
ii. Random orbital or palm sanders are allowed, but must be attached to dust
collectors.
iii. Disc sanders are not permitted.
b. Ensure efforts will facilitate a smooth transition between old and new coatings.
C. Take care not to gouge surfaces and to remove minimal amounts of wood fibers.
a. Any tool or sanding marks visible after the application of coatings will be the
responsibility of the Contractor and addressed accordingly at no additional cost.
3.2 EPOXY/ CONSOLIDENT REPAIRS
Historic New England Specifications
Exterior Preservation Project
Phillips House, Salem, MA
SECTION 06 20 00 – FINISH CARPENTRY Page 3 of 4
A. If a section of a component is compromised but does not warrant a Dutchman repair, treat
the component with an epoxy or consolident in consultation with the Project Manager.
a. Prep and apply products per manufacturer’s instructions.
i. If applying an epoxy, tool treated area to original appearance/ match
adjacent surfaces.
3.3 DUTCHMAN REPAIRS
A. If an epoxy or consolident repair is deemed an unsuitable treatment approach, preform a
Dutchman repairs.
a. Neatly cut out compromised wood to sound material creating a proper void for
repair.
i. The amount of wood removed should be as minimal as possible.
ii. If fungus is the cause of the deterioration, remove wood just passed the
deteriorated section to prevent spread of any fungus contained therein.
iii. Create void that will provide mechanical attachments; i.e. dovetail or scarf
joint.
1. Cut away area will provide ample glue surface.
b. Cut Dutchman to exactly fit void, with exposed portion matching original profile
of woodwork and just slightly proud of original surface.
c. Orient grain of Dutchman to match grain of component into which it is being
inserted.
d. Affix Dutchman using appropriate joint.
i. If a Dutchman repair is warranted at the end of a component, use a
diagonal scarf joint for end-to-end joint between Dutchman and remaining
portion of component.
e. Clean glue surfaces with acetone or denatured alcohol.
f. Insert Dutchman using adhesive and clamp in place until glue is set.
i. Where clamping is not feasible, use small brads.
1. If brads are used, remove and fill holes after adhesive has set.
g. Do not damage or alter profile or finish of adjacent wood.
h. Plane or scrape Dutchman repair to provide a smooth, continuous surface flush
with adjacent wood.
3.4 COMPONENT REPLACEMENT
A. Fabricate new component for any compromised component deemed too deteriorated for
an epoxy/ consolident repair or Dutchmen repair.
B. Construction of new components to match existing.
C. Cut custom blades as required to match original profiles.
a. Label knifes with project code per the Project Manager.
D. Machine and surface new and replacement wood component to provide smooth even
surface without saw marks or plane marks.
Historic New England Specifications
Exterior Preservation Project
Phillips House, Salem, MA
SECTION 06 20 00 – FINISH CARPENTRY Page 4 of 4
a. Wood with surface irregularities including, but not limited to, scratches, saw
marks, and plane knife marks visible after application of paint will be the
responsibility of the Contractor and addressed accordingly at no additional cost.
E. Install new component.
3.5 PAINT APPLICATION
A. Paint repaired elements per Division 09 Finishes.
END OF SECTION
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 07 31 13 ASPHALT SHINGLES Page 1 of 2
DIVISION 07
THERMAL AND MOISTURE PROTECTION
SECTION 07 31 13 – ASPHALT SHINGLES
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 01 General Requirements
C. Project Drawings and Photos
1.2 DESCRIPTION OF WORK
A. The extent of asphalt roofing work includes, but is not limited to, the following on one
slope of the main block of the structure (see Project Price Proposal for quantity details):
a. North slope: Remove existing shingles and related roof assembly materials and
install shingles and related roof assembly materials.
B. If subcontractor is used, they must meet bid pre-qualification requirements.
1.3 PRODUCT STORAGE
A. Store shingles off the ground on skids or pallets.
a. Place shingles on skids/ pallets in such a manner as to prevent any damage and/or
breakage.
b. Distribute weight of shingles on skids/ pallets evenly as best as possible.
c. Cover with non-staining, waterproof membrane.
B. Place and stacks skids/ pallets in a safe manner.
1.4 SUBMITTALS
A. Three samples of replacement asphalt shingles.
SECTION II – PRODUCTS
2.1 SHINGLES
A. Match existing.
2.2 SHEATHING
A. Match existing; as needed.
2.3 FASTENERS
Historic New England Specifications
Phillips House—Carriage Barn
Exterior Preservation
SECTION 07 31 13 – ASPHALT SHINGLES Page 2 of 2
A. Match existing.
2.4 UNDERLAYMENT
A. Match existing.
SECTION III – EXECUTION
3.1 MATERIAL REMOVAL
A. Remove the following roofing materials from the entire roof slope: shingles, fasteners,
and underlayment.
3.2 SHEATHING REPAIR/ REPLACEMENT
A. Assess condition of sheathing in consultation with the Project Manager.
B. Existing sheathing to remain intact as much as possible and only addressed as necessary.
a. Repair loose sheathing and replace deteriorated sheathing.
C. If compromised sheathing is found and repair/ replacement is deemed necessary:
a. If sheathing is loose:
i. Fasten existing sheathing to rafters.
1. Longer screws may be incorporated when conditions necessitate
greater penetration.
b. If sheathing is deteriorated:
i. Cut out damaged material to nearest bearing surface.
ii. Fasten new material to rafters.
iii. Label all new sheathing with “HNE 2025” using a permanent marker.
3.3 LAYING UNDERLAYMENT
A. Install waterproof membrane over sheathing at all junctions as well as in connection with
penetrations.
a. Install the membrane in such a manner that all laps shed water.
i. Side laps must be a minimum of 3.5” and end laps a minimum of 6”.
b. Always work from the low point to the high point of the roof.
c. For ridge/ valley application: Peel the release liner, center the sheet over the ridge/
valley, drape, and press it in place.
i. Work from the center of the ridge/ valley outward in each direction.
3.4 LAYING SHINGLES
A. Install shingles over entire roof slope.
a. Match existing installation technique and details.
END OF SECTION
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 07 31 26 – SLATE SHINGLES Page 1 of 2
DIVISION 07
THERMAL AND MOISTURE PROTECTION
SECTION 07 31 26 – SLATE SHINGLES
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 01 General Requirements
C. Project Drawings and Photos
1.2 DESCRIPTION OF WORK
A. The extent of slate roofing work includes, but is not limited to, the following on three
slopes of the main block of the structure (see Project Price Proposal for quantity details):
a. East, south, and west slopes: Spot replace slate shingles.
B. If subcontractor is used, they must meet bid pre-qualification requirements.
1.3 PRODUCT STORAGE
A. Store shingles off the ground on skids or pallets.
a. Place shingles on skids/ pallets in such a manner as to prevent any damage and/or
breakage.
b. Distribute weight of shingles on skids/ pallets evenly as best as possible.
c. Cover with non-staining, waterproof membrane.
B. Place and stacks skids/ pallets in a safe manner.
1.4 SUBMITTALS
A. Three samples of replacement slate shingles.
SECTION II – PRODUCTS
2.1 SLATES
A. Match existing.
2.2 FASTENERS
A. Large head slaters’ solid copper nails. Provide length as necessary for proper penetration.
2.3 CAULKING
A. Waterproof elastic slaters’ cement. Color to match slates.
Historic New England Specifications
Phillips House—Carriage Barn
Exterior Preservation
SECTION 07 31 26 – SLATE SHINGLES Page 2 of 2
SECTION III – EXECUTION
3.1 SLATE REMOVAL
A. Remove deteriorated slates.
a. Use slate ripper.
i. Slide ripper under slate to be removed and move it around until it has
hooked one nail.
ii. Strike ripper handle with hammer until nail is free.
iii. Repeat on other nail.
b. Keep slate ripper low to the adjacent slates to minimize damage to additional
slates.
3.2 SLATE INSTALLATION
A. Install replacement slates.
a. Slip replacement slate into place snuggly against adjoining slates.
i. Nails shall not be driven as to produce stain on slate.
ii. The slate shall be loose when fully nailed.
iii. Two nails shall be driven into place to keep slate in place.
b. For last slate: Cut strip of lead ¾ inch wide and slightly longer than slate. Nail
strip in place before last slate is adhered and set in place with lead strip.
c. Adhesive shall not be used to seal the bottom edges of any slates.
B. All penetrations shall have slate nearly fitted around them.
END OF SECTION
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS Page 1 of 6
DIVISION 08
OPENINGS
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 01 General Requirements
C. Division 09 Finishes
D. Project Drawings and Photos
1.2 DECRIPTION OF WORK
A. The extent of wood window repairs includes, but is not limited to, the following on
twenty-two windows (see Project Price Proposal for quantity details):
a. Remove windows to be repaired and secure openings.
b. Repair/ replace compromised wood sash components (stiles, rails, and muntins) as
well as associated components (parting beads and stops).
c. Remove all compromised glazing.
d. Apply boiled linseed oil.
e. Reglaze.
f. Glue or replace cracked, broken, or missing glass.
g. Repair window hardware and provide new as needed.
h. Clean all glass.
i. Paint all wood elements.
j. Reinstall repaired windows.
k. Restore all window trim disturbed for work of this Section to sound condition and
existing appearance.
B. If subcontractor is used, they must meet bid pre-qualification requirements.
1.3 PRODUCT STORAGE
A. Store glass and sashes in a manner that provides protection from breakage.
1.4 SUBMITTALS
A. Mockup of glazing removal efforts of not less than three (3) panes.
B. Mockup of glazing efforts of not less than three (3) panes.
C. Mockup of paint removal efforts of not less than one square foot.
SECTION II – PRODUCTS
2.1 WOOD
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS Page 2 of 6
A. Eastern white pine, clear, quartersawn, 100% heart wood, minimum 7 growth rings to the
inch, without finger joints or other joints within members, thoroughly seasoned, and kiln-
dried to a moisture content not exceeding 12%.
a. Wood shall be free from defects or blemishes on surfaces exposed to view that
will show after paint has been applied.
b. Profiles and dimensions to match existing.
2.2 EPOXYS, CONSOLIDENT, ADHESIVES
A. West System 105 Epoxy Resin/ 205 Fast Hardener.
B. Flex-Tec HV.
C. Abatron WoodEpox.
D. Abatron LiquidWood
E. Titebond III.
F. HXTAL NYL-1.
2.3 FASTENERS
A. Stainless steel or hot-dipped galvanized nails of appropriate size and configuration for
use intended.
2.4 GLASS
A. TBD. Appropriate match based on subjective analysis of glass to be replaced (waviness,
color, and thickness to all be evaluated).
2.5 HARDWARE AND ACCESSORIES
A. TBD.
2.6 GLAZING
A. Glazing points.
B. Sarco Multi-Glaze Type-M.
C. Boiled linseed oil.
2.7 CLEANING SOLUTION
A. 1/4 cup white vinegar, 1/4 cup denatured alcohol, 2 cups water.
B. No ammonia-based product will be allowed.
2.8 PAINT
A. See Division 09 Finishes.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS Page 3 of 6
SECTION III – EXECUTION
3.1 REMOVAL OF EXISTING SASH
A. Remove sashes and associated elements to be repaired.
a. Remove in a manner that creates the least amount of damage.
B. Label all removed elements indicating their original location and orientation.
a. Use painters tape to label elements.
b. Label elements according to existing window schedule.
C. Store elements in a location safe from theft, damage, and deterioration.
D. Secure window openings.
a. Secure in a manner so the openings are protected from intruders and the elements.
3.2 GLASS AND GLAZING REMOVAL
A. Remove all glass panes by removing glazing via steam, infrared heat, or other approved
method.
a. Label each pane of glass with their location and orientation within the sash.
i. Use painters tape to label glass.
ii. Consistently label on either interior or exterior to avoid confusion at
reinstallation.
B. Remove all glazing from glass panes and sashes.
a. Remove glazing in such a manner as to avoid damage to glass or surrounding
wood surfaces.
3.3 PAINT REMOVAL
A. Remove compromised paint from sashes and associated components as well as any paint
as needed to execute proper repairs/ replacements.
a. Scrape with hand tools.
b. Take care not to inadvertently remove unnecessary layers of coatings.
c. Removal of coatings down to substrate is acceptable only when necessary.
B. Sand surfaces and feather edges of stable, old coatings.
a. Using manual methods is preferred, but mechanical methods are acceptable.
i. Use course sandpaper of 60 or 80 grit.
ii. Random orbital or palm sanders are allowed, but must be attached to dust
collectors.
iii. Disc sanders are not permitted.
b. Ensure efforts will facilitate a smooth transition between old and new coatings.
C. Take care not to gouge surfaces and to remove minimal amounts of wood fibers.
a. Any tool or sanding marks visible after the application of coatings will be the
responsibility of the Contractor and addressed accordingly at no additional cost.
3.4 HARDWARE REMOVAL/ RESTORATION
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS Page 4 of 6
A. Remove hardware as needed in order to repair sashes and hardware.
a. Scribe paint around hardware so that removal of hardware does not splinter
adjacent wood.
B. Store hardware in plastic bags or containers labeled with sash number according to
existing window schedule.
C. Remove any paint that may be present on hardware.
D. Thoroughly rinse in appropriate solvent and wipe dry with soft cloths.
E. If necessary due to loss or deterioration, provide replacement hardware as well as
operating parts and fasteners.
a. Match original in metal and alloy, configuration, size, and finish.
b. Use neighboring hardware/ parts/ fasteners to base match on if original is lost.
F. Remove scratches and buff surfaces using metal cleaning and polishing
pads and polishing compound as necessary.
a. Do not scratch finish with abrasive pads or wire brushes.
G. Lubricate operating parts with dry lubricant to prevent bonding and buildup of
dirt onto moving parts.
3.5 EPOXY/ CONSOLIDENT REPAIRS
A. If a section of a component is compromised but does not warrant a Dutchman repair, treat
the component with an epoxy or consolident in consultation with the Project Manager.
a. Prep and apply products per manufacturer’s instructions.
i. If applying an epoxy, tool treated area to original appearance/ match
adjacent surfaces.
3.6 DUTCHMAN REPAIRS
A. If an epoxy or consolident repair is deemed an unsuitable treatment approach, preform a
Dutchman repairs.
a. Neatly cut out compromised wood to sound material creating a proper void for
repair.
i. The amount of wood removed should be as minimal as possible.
ii. If fungus is the cause of the deterioration, remove wood just passed the
deteriorated section to prevent spread of any fungus contained therein.
iii. Create void that will provide mechanical attachments; i.e. dovetail or scarf
joint.
1. Cut away area will provide ample glue surface.
b. Cut Dutchman to exactly fit void, with exposed portion matching original profile
of woodwork and just slightly proud of original surface.
c. Orient grain of Dutchman to match grain of component into which it is being
inserted.
d. Affix Dutchman using appropriate joint.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS Page 5 of 6
i. If a Dutchman repair is warranted at the end of a component, use a
diagonal scarf joint for end-to-end joint between Dutchman and remaining
portion of component.
e. Clean glue surfaces with acetone or denatured alcohol.
f. Insert Dutchman using adhesive and clamp in place until glue is set.
i. Where clamping is not feasible, use small brads.
1. If brads are used, remove and fill holes after adhesive has set.
g. Do not damage or alter profile or finish of adjacent wood.
h. Plane or scrape Dutchman repair to provide a smooth, continuous surface flush
with adjacent wood.
3.7 COMPONENT REPLACEMENT
A. Fabricate new component for any compromised component deemed too deteriorated for
an epoxy/ consolident repair or Dutchmen repair.
B. Construction of new components to match existing.
C. Cut custom blades as required to match original profiles.
a. Label knifes with project code per the Project Manager.
D. Machine and surface new and replacement wood component to provide smooth even
surface without saw marks or plane marks.
a. Wood with surface irregularities including, but not limited to, scratches, saw
marks, and plane knife marks visible after application of paint will be the
responsibility of the Contractor and addressed accordingly at no additional cost.
E. Install new component.
3.8 GLASS REPAIR/ REPLACEMENT
A. Replace panes with more than three (3) fractures or if it has pieces missing.
a. Etch “2025” on replacement glass just above lower glazing line on the interior
face of the glass.
B. Glue panes with three (3) or less fractures with HXTAL NY-1.
3.9 GLAZING
A. Clean glass with cleaning solution.
a. No ammonia-based product will be allowed.
B. Apply boiled linseed oil to rebates.
a. Wipe excess off.
C. Set a bed of glazing in rebates.
D. Install glass per labels.
a. Press glass into glazing bed.
i. Press along edges to avoid glass breakage.
b. Set glass using a minimum of 2 points per side of each pane.
E. Trim back glazing squeezed out from the interior of the sash.
F. Fill voids observed on the interior of the sash.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 08 01 52.61 – WOOD WINDOW REPAIRS Page 6 of 6
G. Set face glazing with a bevel that falls 1/16” inside the reveal of the rebate.
3.10 PAINT APPLICATION
A. Paint sashes per Division 09 Finishes.
3.11 SASH REINSTALLATION
A. Reinstall sash hardware per labels.
B. Remove means of securing window openings.
C. Reinstall repaired sashes per labels.
D. Install any hardware, including sash pulleys and sash locks, on repaired sashes in the
same locations as originally.
a. Provide all missing fasteners for hardware.
i. Match all visual aspects of existing fasteners.
E. Ensure all sashes operate, including locking, smoothly and have a weathertight closure.
3.12 ADJUSTMENTS
A. If needed, adjust sashes and hardware.
B. Lubricate hardware and moving parts.
END OF SECTION
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 09 91 13 – EXTERIOR PAINTING Page 1 of 3
DIVISION 09
FINISHES
SECTION 09 91 13 – EXTERIOR PAINTING
SECTION I – GENERAL
1.1 RELATED DOCUMENTS
A. Division 00 Procurement and Contracting Requirements
B. Division 01 General Requirements
C. Division 06 Wood, Plastics, and Composites
D. Division 08 Openings
E. Project Drawings and Photos
1.2 DESCRIPTION OF WORK
A. The extent of applying paint includes, but is not limited to, the following (see Project
Price Proposal for quantity details):
a. Remove compromised paint from all wooden elements not already addressed.
b. Prep all surfaces to receive paint, including those of elements repaired or newly
installed.
c. Apply coatings to all surfaces as applicable.
B. If subcontractor is used, they must meet bid pre-qualification requirements.
1.3 PRODUCT STORAGE
F. Ensure containers of coatings have not sat stagnate in storage for an extended period of
time.
1.4 ENVIROMENTAL CONDITIONS
A. Do not apply coatings when a surface’s temperature or surrounding areas are below 50
degrees Fahrenheit, unless manufacturer’s instructions permits it.
B. Do not apply coatings in snow, rain, fog, or mist.
C. Do not apply coatings if the relative humidity is above 85%.
D. Do not apply coatings to damp or wet surfaces.
a. Moisture content must be 13% or less.
i. Test surfaces prior to applying coatings to ensure moisture content is at an
adequate level.
1.5 SUMBITTALS
A. Samples of paint colors.
B. Mockup of paint removal efforts of not less than one square foot.
C. Mockup of painting efforts of not less than one square foot.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 09 91 13 – EXTERIOR PAINTING Page 2 of 3
SECTION II – PRODUCTS
2.1 PAINT
A. Paint: Benjamin Moore, Aura Exterior Paint- color and sheen TBD.
B. Primer: Benjamin Moore, Fresh Start Exterior.
2.2 WATER
A. Clean and free from deleterious amounts of acids, alkalis, or organic materials.
2.3 CLEANING SOLUTION
A. JOMAX House Cleaner and Mildew Killer.
2.4 CAULK
A. DAP DYNAFLEX 800 or Sika Sikaflex-1A.
2.5 WOOD TREATMENT
A. TBD.
2.6 RUST INHIBITOR
A. TBD.
SECTION III – EXECUTION
3.1 SURFACE PREPARATION
A. Cleaning:
a. Gently clean surfaces of any debris, dust, and organic material.
b. Power/ pressure washing is not permitted; water pressure to be 60 psi or less.
i. Use of a handheld compression tank sprayer is acceptable.
c. Use just water, applying cleaning solution only if needed.
d. Scrub with a soft, natural bristle brush by hand only when necessary.
e. If cleaning solution was used, rinse all areas thoroughly with water before
proceeding further.
f. If cleaning solution was used in close proximity to the landscape, use water to
saturate the landscape to ensure no adverse effects.
B. Coating Removal:
a. Remove compromised coating layers from surfaces until a sound layer is reached.
i. Scrape with hand tools.
Historic New England Specifications
Exterior Preservation Project
Phillips House- Carriage Barn, Salem, MA
SECTION 09 91 13 – EXTERIOR PAINTING Page 3 of 3
ii. Take care not to inadvertently remove unnecessary layers of coatings.
iii. Removal of coatings down to substrate is acceptable only when necessary.
b. Sand surfaces and feather edges of stable, old coatings.
i. Using manual methods is preferred, but mechanical methods are
acceptable.
1. Use course sandpaper of 60 or 80 grit.
2. Random orbital or palm sanders are allowed, but must be attached
to dust collectors.
3. Disc sanders are not permitted.
ii. Ensure efforts will facilitate a smooth transition between old and new
coatings.
c. Take care not to gouge surfaces and to remove minimal amounts of wood fibers.
i. Any tool or sanding marks visible after the application of coatings will
be the responsibility of the Contractor and addressed accordingly at no
additional cost.
D. Wood Treatment:
a. Apply product to weathered and/or dry wood.
i. Flood surface until saturation is reached.
1. Take care to keep application off existing coated surfaces or
sanding of the product will be necessary.
ii. Wipe excess off surface.
3.3 PAINT APPLICATION
A. Apply paint to only surfaces that previously had a coating.
B. Apply one coat of primer by brush to elements to receive paint.
a. Do not prime glazing.
C. Apply rust inhibitor to exposed fastener heads.
D. Seal all joints and/or gaps around windows and doors and any vertical joints.
a. If openings are larger than 1/8”, a different treatment may be warranted.
E. Lightly sand rough or fuzzed areas just primed.
a. Take care to not expose substrate or repriming will be necessary.
F. Apply a minimum of two finish coats of paint by brush to elements as applicable.
a. Lap paint over glazing 1/16” onto glass.
G. Apply additional coatings where undercoats, stains, or other conditions show through
coating film, until uniform finish color is achieved.
H. Ensure openings previously functioning are not painted shut and are still operable.
END OF SECTION