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02300Earthwork "-��ur.� ;'�� � �
A. Perform all earthwork operations shown on the Drawings, specified herein, and as may be required for
complete foundation excavation, backfilling and rough grading of the site for construction of the building,
paving systems and landscaped areas.
B. Determine locations of existing underground utilities. Perform work in a manner which will avoid possible
damage to existing utilities- hand excavate. The Excavation Subcontractor shall be responsible for protection
of existing underground utilities, and if damage to utilities should occur, the Excavation Subcontractor shall be
responsible for restoration of damaged utilities at no expense to the Owner.
C. Protect existing public and private structures, utilities, sidewalks, pavements and other facilities from damage
caused by earthwork operations.
D. Install siltation fence(s) outside of excavation limits and conduct earthwork operations so as to minimize
erosion of soils and to prevent silting and muddying of streams, irrigation systems and impoundments (lakes,
reservoirs, etc.). Completely remove erosion control devices at Substantial Completion of the Work.
1. Fence: "Envirofence" �Mirafi, Inc., Charlotte, North Carolina); or equal.
E. Unless otherwise shown on the Drawings or directed by the Architect, confine site clearing operations to
areas of excavation, filling or grading. Retain trees and shrubs noted on the Drawings to remain, or as
directed by the Architect. Adequately protect such trees and shrubs, throughout duration of the Work.
Remove and dispose of off-site, existing trees and brush in any area of the site to be excavated, including
within building and paving areas and where utilities occur.
F. Soils:
1. Fill material shall be non-expansive, free of organics, trash, foreign matter and deleterious substances.
a. Underfooting (if required — unless determined to be unsuitable, intent is to place footings on natural,
undisturbed soils): Well graded or poorly graded sands and gravely sands with little or no fines, as
defined by USCS Group Symbol "SW" or"SP"
b. Underslab (if required — unless determined to be unsuitable, intent is to use excavated soils for
underslab fill): Well graded or poorly graded sands and gravely sands with little or no fines, as
defined by USCS Group Symbol "SW" or"SP"
c. Slab Bases:
— Floor Slabs: Minimum six inches (6") free-draining coarse sand or gravel, with less than five
percent (5%) passing No. 200 sieve
— Bituminous Paving: Refer to Section 02730 BITUMINOUS PAVING
— Concrete Paving and Walks: Referto Section 02750 CONCRETE PAVING.
2. Backfill and Other Subsoil: Best on-site material available for placement beneath topsoil.
3. Topsoil: Material stripped from the Project site.
4. Surplus: Deposit, compact and grade excess excavated material on site where shown on the Drawings
or as directed by the Acchitect.
G. Strip all topsoil within limits of excavation and stockpile in approved location. Re-installation of topsoil is not
included in the Work of the Contract. Coordinate with the Landscape Contractor.
H. Earthwork at Building Areas:
1. Excavate foundation areas down to natural undisturbed soils or to depths shown on the Drawings,
whichever is greater. If soil at footing elevation is considered to be undesirable for foundation bearing,
immediately contact the Architect prior to proceeding with additional excavation. The Owner will
reimburse the Contractor for any over-excavation required to expose soils suitable for load bearing and
any engineered fill, as may be applicable.
2. Properly compact entire building area, including fill below underslab areas.
I. Earthwork at Pavement Areas:
1. Excavate pavement areas down to natural undisturbed soils to depths required for paving systems:
a. Concrete Walks: Eight inches (8") below finish grade
b. Bituminous Paving: Thirteen inches (13") below finish grade.
2. If soil at base course elevation is considered to be undesirable for paving system installation, immediately
contact the Architect prior to proceeding with additional excavation. The Owner will reimburse the
Contractor for any over-excavation required to expose soils suitable for carrying paving systems and any
engineered fill, as may be applicable.
633 SPECIFICATIONS
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3. Install and compact minimum six inches (6") of rock at paved areas adequate to serve as construction
access road and parking for duration of work of the Project.
J. Earthwork at Landscape Areas:
1. Establish elevations to allow for installation of topsoil and finish materials. Backfill foundation and rough
grade site in such manner so as to establish grade elevations at the building line and uniform slopes, as
shown on the Drawings or directed by the Architect. Exterior grading shall provide permanent, positive
drainage away from the building, without ponding adjacent to walls or within immediate building area.
2. Site grading contours and elevations shown on the Drawings are schematic and express design intent.
Prior to final grading, review with the Architect all drainage conditions, including possible earth retainage
systems.
3. Finish grading, installation of boulder retaining walls, re-installation of topsoil, and provision and
installation of irrigation, lawns, plantings and other landscape features are not included in the Work of the
Contract. Coordinate with the Landscape Contractor.
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02563 Water Well
A. Provide materials for, and accomplish repairs, additions and alterations to the existing water well as may be
required for a complete, operational, potable, sand- and aggregate-free, domestic water source for the
proposed residence:
1. Provide and install all components as may be required for a complete, operational water well system.
B. Design Requirements: Completed system shall accommodate:
1. Anticipated water supply flow requirements for the proposed residence and accessory building and their
intended occupancy/use.
2. Landscape irrigation system of limited scope at and around the proposed residence, accessory building
and adjacent lawn and landscaped areas.
C. Well Materials:
1. Pressure Tank: Bladder style, sized in accordance with design requirements.
2. Water Line from Well to Pressure Tank: 1-1/4 inch Type "K" copper.
3. Pump: Submersible turbine pump with high torque motor; in accordance with Minnesota Well Code;three
(3) wire, 230V, overload protection; solid state starting switch; NEMA standard for universal motor
replacement.
4. Drop Pipe: ASTM A5-906, Schedule 40, galvanized steel.
5. Wiring: Submersible; of gauge required for load and distance.
D. Install pressure tank as shown on the Drawings or as directed by the Architect.
E. Install copper water line from well to pressure tank with methods and coverage in accordance with Minnesota
Well Code.
F. Install and test submersible pump.
G. Provide electrical wiring installation as may be required for a complete installation, in accordance with NEC
and state and local codes:
1. Include rigid conduit extending from electrical entrance on well head to electrical panel within building.
2. Ground submersible pump and well casing to electrical panel.
H. Install drop pipe of adequate length so that submersible pump is sufficiently below draw-down level of well for
pump capacity and minimum five feet (5'-0") above well screen.
1. Upon completion, disinfection, and flushing of well, collect bacteriological sample and submit to approved
Testing Agency for analysis. Report any positive test results to the Architect immediately.
633 SPECIFICATIONS
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e S stem e S stems at interior and exterior p
erimeter
02612 Foundation Drainag Y
on the Drawings and specified herein.
q. provide materials for, and construct continuous foundation draina9 tion SUPPLEMENTS TO BID, List of
of wall footings, as show
B
Po�ion of work of this Section is under Alternate Bid - refer to eC and install four inch (4") diameter
Alternate Bids: S stem at Lower Level: Provi e
�. Base Bid: In-floor hydronic heating Y
rade.
drain tile system below slabs-on-g S stem at Lower Level: Provide and instal
rade. uate to provide
2. Alternate Bid: F0 e mats belowe slabs ton 9 ite ducted heatin9 er media aggregate adeq . r fabric.
"ftat' style drainag ed With geotechnical filte
C. Drainage system consists of p
erforated pipe installed in bed of f�wrapp
minimum six inches (6") of coverage on all sides, and continuous y
p. Materials:
�, Drain Tile: 4 diameter, ASTM D 3298 ri9id, Perforated piping:
Four inch ( ") �e drainage mats installed directly below insulated trenches
a. Base Bid (throughout): Flat" sty
b. Alternate Bid (Low e r L e v e l o n l y): "
for transite ductwork P�p��9� ravel with gradation suitable for use as filter media� filter fabric,with UV
raded g 4 oz.)
2. Filter Media: Crushed, g unched polypropylene, four ounce (
3. Geotechnical Fabric: Non-woven, needle p S or directed by the Architect, and
stabilizers. �i ht as shown on the Drawing shown on the Drawings�
E basin is work of Section 03300
Connect and run exterior drain lines to day 9 i �n to extenor discharge �s
roof termination(s). Connect and run interior drain lines to sum .
provide rodent-p and p p 9
�I i ing with sufficient slope t odision and installation of suamp pump mp
Insta p p
CAST-IN-PLACE CONCRETE.
work of Section 15410 PLUMBING.
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633 SPECIFICATIONS
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02750 Concrete Paving
A. Construct exterior concrete walks and steps as shown on the Drawings and specified herein.
B. Rough grading, work of Section 02300 EARTHWORK, will provide subgrade for aggregate subbase and base
courses of pavement system.
C. Concrete paving systems consist of minimum four inches (4") aggregate base course; reinforcing; and four
inches (4") concrete.
D. Paving Materials:
1. Aggregate Base: MnDOT 3138, Class 2 or 5 gradation; sand and gravel.
2. Concrete: ASTM C 150 Portland cement, aggregate, water and air entraining admixture as required to
produce concrete having air content within range of 4.5 to 6.5 percent:
a. Seed exposed aggregate finished concrete with pea sized gravel.
3. Reinforcing:
a. Slabs-on-Grade: 6x6w1.4x1.41NWM
b. Structural Slabs: Verify with the Architect.
E. Properly compact subgrade and aggregate base.
F. Finish: Exposed aggregate and sealer.
G. Apply curing compound/sheeting following finishing.
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02830 Fences and Gates
A. Provide materials for, and construct exterior fences and gates as shown on the Drawings and specified
herein:
1. Work of this Section is by allowance—materials and quantities listed herein are for bidding purposes only.
B. Fence Materiafs:
1. Chain Link Fencing and Gate:
a. Framework, Fittings and Accessories: ASTM F 1083, standard weight (Schedule 40), Type I steel
pipe, zinc coated, with polyvinyl chloride color(black) over-coat
b. Fabric: ASTM A 392, Class 2a, 9 Ga. steel wire, woven in two inch (2") diamond mesh with top and
bottom selvage knuckled, zinc coated, with polyvinyl chloride color(black) over-coat
c. Gate Hardware:
— Heavy duty, industrial grade, non-lift-off type, 180° swing, hot-dipped galvanized hinges, of size
and material to suit gate size. Provide minimum (2) hinges per leaf
— Latch: Forked type or plunger bar type latch for installation of Owner-furnished padlock.
2. Decorative Fencing: Verify material and design with the Architect.
C. Fences and Gates:
1. Dog Enclosure: Construct 150 lineal feet of chain link fencing, 5'-0" high, with one (1) gate. Verify final
layout design and location with the Architect.
2. Fencing Along Brown Road North: Construct approximately 175 lineal feet of decorative fencing between
stone monuments.
633 SPECIFICATIONS
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03300 Cast-in-Place Concrete
A. Construct concrete footings and interior slabs as shown on the Drawings and specified herein.
B. Portion of the work of this Section is by alternate bids—refer to Section 00420 SUPPLEMENTS TO BID, List
of Alternate Bids:
1. Base Bid: Concrete block masonry foundation walls.
2. Alternate Bid: Cast-in-place concrete foundation walls.
3. Base Bid: Overhead unit heater at Garage.
4. Alternate Bid: In-floor hydronic heating system at Garage: Add rigid insulation below Garage slab-on-
grade.
5. Base Bid: In-floor hydronic heating system at Lower Level.
1. Altemate Bid: Forced air heating system at Lower Level: Delete rigid insulation below Lower Level slabs-
on-grade.
C. Design Requirements:
1. Footings:
a. Reinforcing; 3,000 psi concrete; dimensions shown on the Drawings
b. Finish: Screed.
2. Interior Floor Slabs (except Garage):
a. Minimum four inches (4") aggregate base course; vapor barrier; reinforcing; four inches (4") 3,500 psi
concrete
b. Provide and install two inch (2") extruded polystyrene insulation, minimum R-10, below slabs
containing in-floor hydronic heating systems
c. Slope slightly to floor drains
d. Finishes:
— Steel trowel and light broom finish at slabs scheduled to receive ceramic, porcelain or stone tile
— Steel trowel at remainder.
3. Garage Floor Slabs:
a. Minimum four inches (4") aggregate base course; reinforcing; four inches (4") 3,500 psi concrete
b. Provide and install two inch (2")�extruded polystyrene insulation, minimum R-10, below slabs
containing in-floor hydronic heating systems
c. Slope to floor drains as shown on the Drawings
d. Finish: Steel trowel.
4. Alternate Bid: Cast-in-place concrete foundation walls:
a. Mix design, reinforcing and thickness as recommended by the Concrete Subcontractor and in
accordance with state and local codes
b. 3,500 psi concrete
c. Install swellable waterstop to top of footings prior to installation of second wall form.
D. Concrete Materials:
1. Under-Slab Aggregate Base: MnDOT 3138, Class 2 or 5 gradation; sand and gravel.
2. Below-Floor Insulation: Two inch (2") extruded polystyrene; R-10.
3. Vapor Barrier: Reinforced, polyethylene sheet; 20 feet wide (minimum seams); "TU-TUF 3" (Sto-Cote
Products) or equal.
4. Reinforcing:
a. Footings: Reinforcing bars, as shown on the Drawings:
— Include dowels sized and spaced to match foundation wall reinforcing
b. Alternate Bid: Foundation Walls: Reinforcing bars, sized and located as required
c. Interior Floor Slabs: Fiberglass
d. Garage Floor Slabs: No. 3 reinforcing bars, 18 inches o/c both ways.
5. Concrete: ASTM C 150 Portland cement, coarse and fine aggregate, and water.
633 SPECIFICATIONS
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6. Sump Pump Basin: Structural foam basin with sealed cover assembly for pipe and wiring penetrations:
a. Size: Minimum 18 inches diameter x depth required for drainage systems
b. Locate at Lower Level floor slab as directed by the Architect
c. Connect to interior foundation drainage piping through sidewall knockouts
d. Provision and installation of pump and piping to exterior outlet is work of Section 15410 PLUMBING.
E. Properly compact subgrade and aggregate bases.
F. Below slabs-on-grade containing in-floor hydronic heating systems, install two inch (2") rigid insulation.
G. Loose lay vapor barrier below slabs and carry up perimeter foundation walls minimum two (2") above top of
floor slab. Seal all joints with "8086 Contractor Sheathing Tape" (3M) or equal. Following finishing of floor
slab and ArchitecYs inspection, trim vapor barrierto top of floor slab and seal perimeterjoint with caulk.
H. Apply curing compound/sheeting following finishing.
633 SPECIFICATIONS
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04220 Concrete Block
A. Construct masonry foundation walls as shown on the Drawings and specified herein.
B. Masonry Materials:
1. Concrete Block: ASTM C 33; standard weight; eight (8") high x thickness(es) shown on the Drawings.
2. Mortar:
a. Exterior, above grade:........................Type S
b. Exterior/interior, at or below grade:.....Type M
c. Interior: ..............................................Type S.
3. Reinforcing/Ties:
a. Vertical: Reinforcing bars shown on the Drawings and specified herein
b. Horizontal: ASTM A 82; truss-type; standard weight; cold-drawn steel wire; width equal to two inches
(2") less than wall thickness.
4. Grout: Minimum 3,000 psi concrete.
5. Steel Lintels: ASTM A 36; structural steel; shapes and sizes shown on the Drawings.
6. Anchor Bolts: 1/2 inch diameter x minimum ten inches (10") long, with two inch (2") hook.
7. Flashing: Plastic; minimum 30 mils thick; membrane flashing:
a. Adhesive/Mastic: ASTM D 4586; bituminous; plastic; cold-setting cement as recommended and
manufactured by the plastic flashing manufacturer.
C. Lay concrete block in running bond, with 3/8 inch mortar joints struck flush at exterior and below grade and
tooled concave at interior.
D. Unless otherwise shown on the Drawings or required by State or local codes, reinforce foundation walls
vertically with No. 4 reinforcing bars at 4'-0" o/c. Lap reinforcing minimum 24 bar diameters. Grout solid.
E. Unless otherwise shown on the Drawings, install joint reinforcing in horizontal joints of masonry construction
at 16 inches o/c vertically.
F. Install swellable waterstop to top of footings prior to installation of first block course.
G. Grout solid bottom and top courses of foundation walls and top courses at sills and ledges - trowel smooth.
Verify that all exposed cores are filled to prevent air and/or moisture diffusion.
H. Refer to the Drawings for continuous bond beams.
I. Provide and install loose steel lintels required for support of masonry above openings.
J. Install anchor bolts at top course of foundation walls at 6'-0" o/c.
K. Flash masonry as shown on the Drawings and as may be required for weathertight masonry construction.
633 SPECIFICATIONS
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04400 Stone
A. Provide and install exterior and interior rough and cut stone as shown on the Drawings and specified herein:
1. Including, but not limited to:
a. E�erior and interior rough stone veneer
b. Exterior cut stone caps and copings
c. Interior cut stone fireplace hearth.
2. Provision of stone materials is by allowance— materials specified herein are for bidding purposes only.
B. Masonry Materials:
1. Rough Stone Veneer:
a. Option No. 1: Split fieldstone (five inch+/- bed depth); ranging in size from 5 - 15 inch face; in full
range of greys, reds, beiges and blacks. Provide wedges and chips of minimum 5 square inches to
void large areas of mortar
b. Option No. 2: "Rustic Cream Split" limestone (five inch+/- bed depth)
c. Option No. 3: "Fond du Lac" limestone (five inch+/- bed depth).
2. Cut Stone: Bedford limestone; buff color; 2-1/4 inch face at exterior sills, caps and copings; honed finish.
3. Mortar: Type N, or as recommended by the stone supplier.
4. Wall Ties: Corrugated metal ties; minimum 7/8 inch wide; 22 ga.; seven inches (7") long, or longer if
required for Project conditions.
5. Grout: Minimum 3,000 psi concrete.
6. Steel Lintels: ASTM A 36; structural steel; shapes and sizes shown on the Drawings.
7. Flashing: Plastic; minimum 30 mils thick; membrane flashing:
a. Adhesive/Mastic: ASTM D 4586; bituminous; plastic; cold-setting cement as recommended and
manufactured by the plastic flashing manufacturer
b. Wicks: Fiberglass or other inorganic; rope-type; minimum 12 inches long.
C. Provide and install loose steel lintels required for support of masonry above openings.
D. Flash stone as shown on the Drawings and as may be required for weathertight masonry construction.
633 SPECIFICATIONS
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04500 Masonry Fireplace
A. Construct masonry fireplace as shown on the Drawings and specified herein.
B. Foundation walls, structural slab for support of fireplace, interior and exterior stone veneer, and extended
hearth are work under other sections of the Technical Specifications:
a. Foundation Walls: Section 04220 CONCRETE BLOCK
b. Structural Slab: Section 03300 CAST-IN-PLACE CONCRETE
c. Stone Veneer: Section 04400 STONE.
d. Extended Hearth: Section 06420 CUSTOM COUNTERTOPS.
C. Fireplace Materials:
1. Back-Up Walls: Hollow or solid clay masonry; minimum four inches (4") thick; designed to support loads
of smoke chamber and chimney.
2. Inner Hearth (floor of combustion chamber): ASTM C 27; refractory brick, minimum four inches (4")thick.
3. Combustion Chamber: ASTM C 27; refractory brick, minimum four inches (4") thick.
4. Mortar: ASTM C 199, medium duty; refractory mortar.
5. Steel Lintel: ASTM A 36; structural steel; shapes and sizes required for Project conditions.
6. Damper: Sheet metal at fireplace throat or top of chimney—verify with the Architect.
7. Throat: Cast refractory or formed clay masonry.
8. Flue Liner: ASTM C 315; formed clay masonry units.
D. Design, select materials and construct single-face masonry fireplace in accordance with recommendations by
Brick Institute of America and applicable building codes.
E. Verify exact fireplace opening dimensions with the Architect.
F. Construct refractory brick combustion chamber walls with maximum 1/4 inch thick mortar joints and minimum
one inch (1") air space between combustion chamber and masonry back-up. Fill air space with
noncombustible fibrous insulation.
G. Completely parge inside face of smoke chamber with refractory mortar.
H. Provide and install loose steel lintel required for support of masonry above fireplace opening.
I. Provide tight-fitting exterior air intake louver, insulated duct, and interior damper for combustion air. Size in
accordance with fireplace dimensions.
633 SPECIFICATIONS
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05120 Structural Steel Materials
A. Provide materials for, and fabricate structural steel members (beams and columns) and attachments shown
on the Drawings.
B. Installation of structural steel is work of Section 06100 ROUGH CARPENTRY.
C. Steel Materials:
1. Structural Steel: ASTM A 36; or as shown on the Drawings.
2. Round, Square, Rectangular or Special Shape Structural Tubing: ASTM A 53, Grade B; or ASTM A 501;
otherwise shown on the Drawings.
3. High Strength Bolts (tension control only), Nuts and Washers: ASTM A 325, Type I or II; or as shown on
the Drawings.
4. Anchor Bolts: ASTM A 307; low-carbon steel bolts, regular hexagon nuts and carbon steel washers.
D. Provide all bracing, blocking, cutting, fitting, drilling, tapping, welding, punching, etc. as may be necessary for
a complete installation and to join to work of other trades. Weld clip angles and plates to beams and punch
holes for fastening work of other trades as shown on the Drawings.
633 SPECIFICATIONS
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05500 Metal Fabrication Materials
A. Provide materials for, and construct metal fabrications (miscellaneous metals) and related materials shown on
the Drawings:
1. Including, but is not limited to connection plates and bolts for decorative wood timber trusses.
B. Installation of inetal fabrications is work of Section 06221 INTERIOR FINISH CARPENTRY LABOR.
C. Metal Materials:
1. Structural Steel: ASTM A 36; or as shown on the Drawings.
2. High Strength Bolts (tension control only), Nuts and Washers: ASTM A 325, Type I or II; or as shown on
the Drawings.
3. Anchor Bolts: ASTM A 307; low-carbon steel bolts, regular hexagon nuts and carbon steel washers.
D. Provide all bracing, blocking, cutting, fitting, drilling, tapping, welding, punching, etc. as may be necessary for
a complete installation and to join to work of other trades. Weld clip angles and plates to beams and punch
holes for fastening work of other trades as shown on the Drawings.
633 SPECIFICATIONS
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05700 Ornamental Metals
A. Provide materials for, fabricate and install ornamental metal fabrications and related materials shown on the
Drawings:
1. Including, but not limited to interior stair handrails/guardrails.
B. Metal Materials: As shown on the Drawings and as may be required to complete assemblies and
installations.
C. Provide all bracing, blocking, cutting, fitting, drilling, tapping, welding, punching, etc. as may be necessary for
complete installations and to join to work of other trades. Weld clip angles and plates to beams and punch
holes for fastening work of other trades as shown on the Drawings.
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633 SPECIFICATIONS
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06110 Rough Carpentry Materials
A. Provide all materials required for floor, wall and roof framing and sheathing as shown on the Drawings and as
may be required for a complete building shell.
B. Installation of rough carpentry materials is work of Section 06120 ROUGH CARPENTRY LABOR.
C. Framing Materials:
1. Lumber: Sizes shown on the Drawings and as required for Project conditions, with maximum 19 percent
moisture content, and meeting or exceeding the following standards of quality (unless otherwise shown
on the Drawings):
a. Stud Framing ...............................Spruce-Pine-Fir, No. 2 Stud Grade
b. Built-Up Beam Framing................Spruce-Pine-Fir, No. 2 Grade
c. Joist Framing ...............................Spruce-Pine-Fir, No. 2 Grade
d. Rafter Framing.............................Spruce-Pine-Fir, No. 2 Grade
e. Non-Structural Light Framing .......Douglas Fir-Larch, Hem-Fir, Western Hemlock, Southern Pine or
Spruce-Pine-Fir, No. 2 Grade.
f. Misc. Framing and Blocking .........Douglas Fir-Larch, Hem-Fir, Western Hemlock, Southern Pine or
Spruce-Pine-Fir, No. 3 Grade.
g. Boards .........................................Ponderosa Pine, Sugar Pine, Lodgepole Pine or ldaho White Pine,
No. 3 Common.
2. Provide preservative treated lumber at wood in contact with concrete, at exterior locations as shown on
the Drawings, and at other locations where required by building codes.
3. Manufactured Framing Materials: Provide types and sizes of inembers shown on the Drawings, as
specified herein, and as required for Project conditions; meeting or exceeding the following standards of
quality:
a. Studs: Laminated veneer lumber; provide at all walls with stud length greater than 10'-0", at both
sides of interior walls (flat) containing pocket doors, and at all walls behind countertops:
— "FrameWorks" (Trus Joist MacMillan); or equal and approved
b. Beams and Headers: Laminated veneer lumber; provide for all structural headers over openings and
beams shown on the Drawings:
— "Gang-�am LVL" (Louisiana-Pacific); "G-P Lam LVL" (Georgia-Pacific); "Micro=Lam" (Trus Joist
MacMillan); or equal and approved:
Fb = 2600 psi
E = 1,900,000 psi
— Provide pressure preservative treated where required by building code and where shown on the
Drawings
c. Floor Joists: Laminated veneer lumber top and bottom chords and OSB structural web:
— °LPI 32" (Louisiana-Pacific); "GPI 25" (Georgia-Pacific); TJI/Pro 250 (Trus Joist MacMillan); or
equal and approved.
d. Rim Joists: 1-1/4 inch thick; laminated veneer or OSB lumber; widths to match joist depths:
— "TimberStrand LSL" (Trus Joist MacMillan); or equal.
4. Prefabricated Wood Trusses:
a. Truss profiles and layouts shown on the Drawings are schematic and express design intent
b. Design for loading and span conditions shown on the Drawings and in accordance with Project
conditions
c. Fabricate with energy/bearing heals shown on the Drawings
d. Shop Drawings: Submit complete fabrication and installation drawings of each type of truss shown
on the Drawings and as required for Project conditions:
— Submittal shall include, but be not limited to; load capacities, lumber grades, truss layout plans,
details of bracing and connections
— Review of shop drawings will be for general conformance with design concept of the Project and
general compliance with the Contract Documents. The truss manufacturer shall be responsible
for truss design and fabrication, and the Framing Subcontractor shall be responsible for field
dimensions, techniques of installation, coordination with all affected trades, and satisfactory
performance of the work.
633 SPECIFICATIONS
Page 30
5. Sheathing: Provide types and thicknesses of sheathing shown on the Drawings and as specified herein:
a. Floors:
— Subflooring: 3/4 inch plywood; APA Rated Sturd-I-Floor, Span Rating 24, Exposure 1; touch-
sanded; tongue &groove edges
— Underlayment: 3/8 inch (or thickness required for Project conditions) plywood; APA
Underlayment; Exposure 1; touch-sanded; square edges
b. Walls: 1/2 inch plywood; APA Rated Sheathing, Span Rating 24/16, Exposure 1 or Exterior;
unsanded; square edges
c. Roofs: 5/8 inch plywood; APA Rated Sheathing, Span Rating 32/16, Exposure 1 or Exterior;
unsanded; square edges.
6. Interior Foundation Insulation (where shown on the Drawings; over masonry walls; Lower Level):
Extruded polystyrene; minimum 25 psi compressive strength; tongue &groove edges:
a. Thickness: One inch (1")
b. R-value: Minimum R-5.0 per inch
c. "Styrofoam Tongue and Groove Brand" (Dow Chemical); or equal
d. Mastic Adhesive: As recommended by insulation manufacturer.
7. Rigid Insulation Below Floor Joists Above Garage: Extruded polystyrene; minimum 25 psi compressive
strength; tongue &groove edges:
a. Thickness: 1-1/2 inches
b. R-value: Minimum R-5.0 per inch
c. "Styrofoam Tongue and Groove Brand" (Dow Chemical); or equal.
8. Sound Control Mat: Sheet-applied underlayment designed to reduce sound transmission; installed
between subflooring and underlayment.
9. Fasteners: Hot-dipped galvanized steel for high humidity and treated wood locations; unfinished steel
elsewhere. Fasteners and fastenings shall be in accordance with recommendations of UBC, AFPA and
as shown on the Drawings:
a. Nails: Fed. Spec. FF-N-1; common; except as otherwise shown on the Drawings or specified herein
b. Screws: Bugle head; hardened steel; power-driven; length = three (3) times thickness of sheathing
c. High Strength Bolts, Nuts and Washers: ASTM A 325, Type I or II; or as shown on the Drawings.
10. Anchors: Hot-dipped galvanized steel for high humidity and treated wood locations; unfinished steel
elsewhere. Fasteners and fastenings shall be in accordance with recommendations of UBC, AFPA and
as shown on the Drawings:
a. Anchor Bolts: ASTM A 307; low-carbon steel bolts, regular hexagon nuts and carbon steel washers
b. Toggle Bolts: ASTM A 307; for anchorage to hollow masonry
c. Expansion Shield and Lag Bolts: Fed. Spec. FF-B-561; for anchorage to solid masonry or concrete
d. Bolt or Ballistic: For anchorage to steel.
11. Structural Framing Connectors and Joist/Truss Hangers: Hot-dipped galvanized steel; types and sizes
shown on the Drawings and as required to for Project and framing conditions:
a. Simpson; Kant Sag; Semco; or equal.
12. Gaskets and Sealants:
�
a. Top of Foundation Wall / Below Sill Plate: EPDM double-bulb gasket; "BG-63" (Shelter Supply), or
equal
b. Top and Bottom of Rim Joists: EPDM single-bulb gasket; "BG-32" (Shelter Supply), or equal
c. Top of Subfloor/ Bottom of Wall Plate: Non-hardening sealant; Tremco or equal.
13. Adhesive: APA AFG-01; waterproof; solvent base; air cure type; cartridge-dispensed.
633 SPECIFICATIONS
Page 31
06120 Rough Carpentry Labor
A. Construct floor, wall and roof framing and sheathing as shown on the Drawings and as may be required for a
complete buiiding shell:
B. Provision of materials for rough carpentry is work of Sections 05210 STRUCTURAL STEEL MATERIALS and
06110 ROUGH CARPENTRY MATERIALS.
C. General Framing: Wood framing shown on the Drawings is schematic and expresses design intent. Verify
exact layout of floor, wall and roof framing and special structural bearing conditions. Install framing materials
and trusses in accordance with in accordance with building codes and as shown on the Drawings; complete
with bracing, connections, metal hangers, tie-down anchors, and all other accessories:
1. Install preservative treated lumber at wood in contact with concrete, at exterior locations as shown on the
Drawings, and at other locations where required by building codes.
2. Install sill gaskets and sealant floor/wall framing as shown on the Drawings and specified herein.
3. Install laminated veneer lumber(LVL) members at all structural headers above wall openings.
4. Frame all walls in excess of 10'-0"stud length with manufactured studs.
5. Frame interior walls containing pocket doors with 2x6 studs outside of rough opening and with 2x4
manufactured studs, flat, each side of pocket.
6. Frame walls behind countertops with manufactured studs, depth as required for Project conditions.
7. Install wood blocking where shown on the Drawings, as may be required to comply with applicable codes
and regulations, and as required to support work of other trades.
D. Insulation/Moisture Protection:
1. Frame corners and perpendicular wall intersections at exterior walls so as to allow insulation by the
Insulation Subcontractor.
2. Fill solid with batt insulation, all other pockets within exterior wall framing that will be inaccessible
following installation of sheathing or interior framing.
3. Install polyethylene vapor barrier over interior of e�erior wall studs prior to construction of elevated tub
platforms and intermediate floors.
4. Install polyethylene vapor barrier over interior of exterior wall studs prior to installation of intersecting
interior walls.
5. Install polyethylene vapor barrier over subfloor and below underlayment at all floor areas over Garage or
e�erior overhangs.
6. Install rigid insulation over masonry/concrete walls in the Lower Level (behind wood frame walls; where
shown on the Drawings). Adhere to foundation walls with mastic adhesive compatible with insulation.
7. Install rigid insulation below floor joists above Garage, below habitable rooms. Furr-out remainder of
Garage roof with 2x2's parallel with floor framing above.
E. Floor Sheathing:
1. Install panels with face grain perpendicular to joists, glued and nailed/screwed in accordance with
manufacturer's recommendations and buiiding code requirements.
2. Install additional layer of underlayment at all carpeted areas. Place sound control mat over subflooring,
below underlayment. Secure with screws. Fill and thoroughly sand edge joints. Lightly sand any surface
roughness, particularly around fasteners.�
F. Wall Sheathing: Install panels with face grain parallel to framing studs, nailed in accordance with
manufacturer's recommendations and building code requirements.
G. Roof Sheathing:
1. tnstall panels with face grain perpendicular to trusses/rafters.
2. Install metal clips for edge support between framing members. Provide solid wood blocking for edge
support where shown on the Drawings.
633 SPECIFICATIONS
Page 32
06210 Exterior Finish Carpentry Materials
A. Provide all materials required for exterior finish carpentry as shown on the Drawings and specified herein.
B. Installation of exterior finish carpentry materials is work of Section 06211 EXTERIOR FINISH CARPENTRY
LABOR.
C. Finish Carpentry Materials:
1. Underlayments:
a. Building Paper: ASTM D 4869; 15 Ib. asphalt-saturated felt; one (1) layer over all walls to receive
wood siding
b. Air Barrier: "Tyvek Wind Wrap" (DuPont) or equal; over areas without solid panel sheathing.
Z. Gable Louvers: Round; ventilating; clear western red cedar; smooth finish; custom cedar casing as
shown on the Drawings:
a. "AWSCO Cedar Louvers" (Independent Millwork) or equal; with rain guard baffles and interior mesh
screen.
3. Continuous Soffit Vents: Aluminum; prefinished "Black"; approximately two inches (2") wide.
4. Wood Soffits: 5/8 inch thick western red cedar plywood; APA Rated Siding; brushed texture.
5. Wood Siding: No. 1 Grade, vertical grain, western red cedar shingles; factory-applied to 5/16 inch thick,
Exposure 1, plywood panels; over fiberglass felt:
a. "Cedar Valley Shingle System" (Canton Lumber Co.); or equal and approved
b. Three (3) course at 7-1/8 inch exposure; seven (7) panels per square; square regular-butt
c. Provide prefabricated corners.
6. Wood Trim: Western Red Cedar; A-Grade; select; kiln dried; provide or fabricate to sizes and profiles
shown on the Drawings; finger-jointing is acceptable:
a. Saw-sized with medium texture - rough-sawn and smooth surfaced materials will not be acceptable
b. Finger-jointing for longer pieces is acceptable—trim will be coated with solid stain finish.
7. Wood Decks:
a. Structure: Treated lumber
b. Decking: 2x6 western red cedar; S4S EE:
— "Architect Knotty" (Canton Lumber Co.) or equal
c. Rails: Clear; D & Better Grade; western red cedar; S4S; sizes and profiles shown on the Drawings.
8. Ornamental Columns: Fiberglass-reinforced polymer; with matching polyurethane bases and capitals:
a. "Poly-Classic" (Turncraft) or equal and approved
b. Tuscan tapered, smooth shaft columns; with Tuscan bases and capitals.
9. Metal Flashing: Minimum 24 ga.; hot-dipped galvanized; bonderized; sheet metal; pre-painted on
exposed sides with Kynar-based flouropolymer coating of 1.0 mil total dry film thickness:
a. "UNA-CLAD" (Copper Sales, Inc.); or equal and approved.
10. Caulk: Verify with the Architect.
,
633 SPECIFICATIONS
Page 33
06211 Exterior Finish Carpentry Labor
A. Perform all attached and detached finish carpentry work at the exterior of the building, as shown on the
Drawings and specified herein:
1. Installation of:
a. Underlayments (building paper/air barrier) at walls and soffits
b. Exterior doors and frames
c. Exterior Windows
d. Louvers and vents
e. Wood siding, soffits and trim
f. Metal flashing at decks, siding, soffits and trim
g. Deck structure, decking and rails
h. Ornamental columns
i. Caulking.
B. Provision of materials for exterior finish carpentry is work of other sections of the Technical Sections:
1. Section 05500 METAL FABRICATION MATERIALS
2. Section 06210 EXTERIOR FINISH CARPENTRY MATERIALS
3. Section 07620 SHEET METAL FLASHING AND TRIM
4. Section 08050 DOORS AND FRAMES
5. Section 08550 CLAD WOOD WINDOWS, DOORS AND FRAMES
6. Section 08621 CLAD WOOD SKYLIGHTS.
C. Underlayments:
1. Building Paper: Install one (1) layer over all walls and soffits with solid panel sheathing.
2. Air Barrier: Install one (1) layer over areas without solid panel sheathing.
D. Exterior poor Frames and Windows:
1. Nail frame flanges to sheathing, over sealant, in accordance with frame manufacturer's
recommendations.
2. Install 12 inch wide strips of waterproof roofing underlayment (Ice & Water Shield) over flanges and
sheathing around perimeter of frame— lapping head over jambs over sill.
E. Provide additional blocking at roof overhangs as may be required for continuous soffit vent and plywood
siding.
F. Install prefinished metal flashing as shown on the Drawings and as may be required for completely weather-
tight installations.
G. E�erior Decks:
1. Construct deck structures with posts, beams, joists and blocking required for design intent and building
code compliance. Provide all connections, metal hangers, tie-down anchors, and accessories required
for complete installation.
2. Fabricate special rail shapes as shown on the Drawings
3. Install decking with minimum, uniform gap between boards, and with hot-dipped galvanized or stainless
steel screws of gauge and length required for Project conditions.
H. Install ornamental columns over structural posts, in strict accordance with manufacturer's recommendations.
I. Install panelized cedar shingle siding in accflrdance with manufacturer's recommendations with respect to
fasteners, panel ship-lap joints and prefabricated corners.
J. Caulk all wood-to-wood, wood-to-frame, and perimeter conditions at exterior walls and soffits.
633 SPECIFICATIONS
Page 34
06220 Interior Finish Carpentry Materials
A. Provide all materials required for interior finish carpentry shown on the Drawings and specified herein.
B. Installation of interior finish carpentry materials is work of Section 06221 INTERIOR FINISH CARPENTRY
LABOR.
C. Finish Carpentry Materials:
1. Millwork and Trim: Running trim of standard and custom profiles as shown on the Drawings:
a. Select white maple solid lumber and veneers
b. Install only materials free of dark pitch pockets—verify exact grading and appearance tolerances with
the Architect.
2. Decorative Timber Trusses: Southem pine; No. 2 SR Grade; dressed; S4S; sawn and sanded to sizes
and profiles shown on the Drawings.
3. Fireplace Mantel: Wood species, grade and finish to match timber trusses.
4. Wood Ceiling: Southern pine; C & Btr. Grade; smooth finish:
a. Nominal 1x6 tongue &groove; finger-jointed for longer lengths shown on the Drawings.
5. Lumber and Plywood: Workbench and storage shelving in Garage:
a. Lumber: 2x4 dimensional lumber; Spruce-Pine-Fir(SPF), No. 2 Grade
b. Plywood: 3/4 inch plywood; A-C; exterior; touch-sanded; square edges.
6. Wood Stairs: Stringers, treads and risers; fabricated to layout shown on the Drawings:
a. Stringers: 1-1/4 inch thick; laminated veneer or OSB lumber; widths to match joist depths:
— °TimberStrand LSL" (Trus Joist MacMillan); or equal
b. Treads and Risers: Nominal 5/4 (1-1/16 inch thick) particleboard; bullnose-edged treads; square-
edged risers.
7. Ornamental Columns: Finger-jointed, solid stave, softwood for painted finish; with matching wood bases
and capitals:
a. "Tuscan-600" (Turncraft) or equal and approved
b. Tuscan tapered, smooth shaft columns; with Tuscan bases and capitals.
633 SPECIFICATIONS
Page 35
06221 Interior Finish Carpentry Labor
A. Perform all finish carpentry work at the interior of the building, as shown on the Drawings and specified
herein:
1. Installation of:
a. Inte�ior doors and frames
b. Millwork and trim
c. Decorative timber trusses, fireplace mantel and wood ceiling
d. Rough workbench and storage shelving
e. Wood stair parts and trim
f. Omamental columns
g. Interior and e�erior door hardware
h. Toilet and bath accessories.
B. Provision of materials for interior finish carpentry is work of other sections of the Technical Sections:
1. Section 05500 METAL FABRICATION MATERIALS
2. Section 06220 INTERIOR FINISH CARPENTRY MATERIALS
3. Section 08050 DOORS AND FRAMES
4. Section 08710 DOOR AND CASEWORK HARDWARE.
C. Install interior doors, frames, millwork and trim as shown on the Drawings.
D. Install and prefit hardware to doors and frames prior to application of field finish.
E. Assemble and install decorative wood timber trusses. Coordinate same with Rough Carpenter to provide
adequate bearing and points of anchorage.
F. Install T&G wood panel ceiling, face-nailed at perimeter and only where required. Blind-nail through tongue
into roof framing.
G. Construct and install rough workbench and storage shelving in Garage. Assemble with screws. Verify layout,
size and location with the Architect.
H. Install wood stair treads and risers to have profile in compliance with applicable building codes. Glue and
screw treads and risers to stringers.
I. Install ornamental columns in strict accordance with manufacturer's recommendations.
J. Door Hardware:
1. Verify all installation heights to comply with the standard door hardware specifications. Verify special
conditions with the Architect prior to door or frame preparation.
2. Following installation, inspect hardware and doors for proper fit and function.
�
633 SPECIFICATIONS
Page 36
06410 Custom Casework and Woodwork
A. Provide materials for, and fabricate, finish and install all custom casework, woodwork and related materials as
shown on the Drawings and specified herein:
1. Work of this Section is by allowance — materials and casework/woodwork schedule specified herein are
for bidding purposes only.
B. Materials:
1. Hardwood Lumber and Veneers: AWI Premium Grade, or better:
a. Select white maple, plain-sliced solid lumber and veneers
b. Use only materials free of dark pitch pockets— verify exact grading and appearance tolerances with
the Architect.
2. Fiberboard: Medium density, unless otherwise shown on the Drawings or specified herein.
3. Melamine: Cabinet interiors; verify color with the Architect.
4. Adhesives: Highly water resistant, resin type.
5. Casework Hardware:
a. Door Hinge:...............Concealed; minimum 120° opening; Grass, Blum, or equal
b. Drawer Slides:........... Full extension; Accuride or equal
c. Door/Drawer Pulls: .... By allowance.
6. Glazing: Provide all glass at casework shown on the Drawings.
C. Fabricate and install casework and woodwork in accordance with AWI Premium Grade:
1. Details conforming to AWI Flush Overlay/Frameless Design; 32 mm; and as shown on the Drawings.
B. Unless otherwise shown on the Drawings, all interior and exterior exposed surfaces shall be hardwood or
hardwood veneer.
C. Unless otherwise shown on the Drawings, fabricate upper cabinets with fascia and recessed bottom to
receive over-counter lighting.
D. Shop-finish all hardwood and hardwood veneers prior to shipment to the Project site:
1. Finish System: AWI Finish System #TR-2 Catalyzed Lacquer.
2. AWI Premium Grade.
3. Dye or stain to match sample provided by the Architect.
E. Set, fill and finish all field-applied fasteners to match shop finish.
F. Following installation, adjust all doors and drawers for uniform vertical and horizontal reveals.
G. Casework/Woodwork Schedule:
,
633 SPECIFICATIONS
Page 37
06420 Custom Countertops
A. Provide materials for, and fabricate and install all custom countertops as shown on the Drawings and
specified herein:
1. Work of this Section is by allowance— materials and countertop schedule specified herein are for bidding
purposes only.
B. Materials:
1. Particleboard: Medium density, unless otherwise shown on the Drawings or speci�ed herein. Provide
phenolic resin particleboard(Type 2-M-2) for use at countertops with sinks.
2. Plastic Laminate: Manufacturers, colors and textures shall be as selected by the Architect. Provide
bacl<er sheet at all plastic laminate countertops:
a. Adhesive: Highly water resistant, resin type.
3. Solid Surfacing: Solid, homogeneous polymer alloy; manufacturers, colors and textures shall be as
selected by the Architect:
a. Thickness: 9/2 inch
b. Adhesive: Provided by the surfacing manufacturer, color(s) to match surfacing material.
4. Stone: Granite; square edges, with slight ease;polished. Verify granite color with the Architect:
a. Thickness: 1-1/4 inch.
C. Do not provide side splashes at any countertops.
D. Fabricate and instal! plastic /aminate countertops and splashes in accordance with AWI Premium Grade
quality standards:
1. Provide backer sheet at a!1 hidden surfaces.
E. Fabricate and instal!so/id surface countertops in accordance with AWI Premium Grade quality standards:
1. Construct seams with adhesive provided by the Owner and finish to be invisible.
2. Buff and polish comp/eted countertops to uniform sheen.
F. Fabricate and install stone countertops in accordance with the Drawings.
G. Shop cut holes for countertop sinks and other accessories. Obtain required templates from the respective
subcontractors.
H. Countertop Schedule:
9
633 SPECIFICATIONS
Page 38
07120 Fluid Applied Waterproofing
A. Provide and install exterior waterproofing and insulation at all foundation walls as shown on the Drawings and
specified herein.
B. Waterproofing Materials:
1. Waterproofing: Single-component, polymer-modified, fluid-applied membrane:
a. °TUFF-N-DRI Basement Waterproofing" (Koch Materials, Inc.).
2. Insulation/Drainage Board: Nominal 2-3/8 inches thick; unfaced, rigid fiberglass insulation board; R-10:
a. "WARM-N-DRI Foundation Board" (Owens Corning).
3. Perimeter Foundation Insulation (below Lower Level floor elevation): Extruded polystyrene; minimum 25
psi compressive strength; tongue and groove edges:
a. Thickness: Two inches (2")
b. R-value: Minimum R-5.0 per inch
c. "Styrofoam Tongue and Groove Brand" (Dow Chemical); or equal
d. Provide at exterior of foundation walls along Lower Level walkout areas.
C. Apply waterproofing over foundation walls when mortar is dry. Install insulation/drainage board over
waterproofing when membrane is still tacky.
,
633 SPECIFICATIONS
Page 39
07210 Insulation
B. Provide and install all building insulation and vapor barriers shown on the Drawings, specified herein, and as
may be required for a completely insulated building shell:
1. Portion of work of this Section is by Alternate Bid:
a. Base Bid: Blown-in-blanket (BIB) where shown on the Drawings or specified herein
b. Alternate Bid: Unfaced fiberglass batt insulation in lieu of BIB; provide thicknesses required.
C. Provision and installation of exterior foundation insulation over waterproofing is work of Section 07120 FLUID
APPLIED WATERPROOFING.
D. Insulation Materials:
1. Interior Foundation Insulation (over masonry walls, Lower Level): Extruded polystyrene; minimum 25 psi
compressive strength; tongue &groove edges:
a. Thickness: One inch (1")
b. R-value: Minimum R-5.0 per inch
c. "Styrofoam Tongue and Groove Brand" (Dow Chemical); or equal.
2. Rigid Insulation Below Floor Joists Above Garage: Extruded polystyrene; minimum 25 psi compressive
strength; tongue &groove edges:
a. Thickness: 1-1/2 inches
b. R-value: Minimum R-5.0 per inch
c. "Styrofoam Tongue and Groove Brand" (Dow Chemical); or equal
3. Rim Joist Insulation: Low-expanding, spray foam urethane, and blown-in-blanket (BIB) fiberglass,
minimum 1.8 Ib. density:
a. Thickness: Approximately two inches (2") of foam urethane; 5-1/2 inches BIB
b. R-value: Minimum R-22 (BIB) at 5-1/2 inches:
— "Insulsafe 4" (CertainTeed Corp.); or equal and approved.
4. Door and Window Frame Insulation: Low-expanding, spray foam urethane, and unfaced, fiberglass batts:
a. Thicknesses:
— Urethane Foam: 1/2+/-wall thickness
— Batts: Remainder of wall thickness.
5. Exterior Wall Stud/Floor Joist Cavity Insulation: Blown-in-blanket (BIB); fiberglass; minimum 1.8 Ib.
density:
a. Thickness: 5-1/2 inches; install full-depth at roof joists (non-truss), floors above Garage, floor
overhang conditions, and where shown on the Drawings:
b. R-value: Minimum R-22 at 5-1/2 inches
c. "Insulsafe 4" (CertainTeed Corp.); or equal and approved.
6. Exterior Garage Wall Insulation: Unfaced, fiberglass batts:
a. Thickness: 5-1/2 inches
b. R-value: Minimum R-19.
7. Attic Insulation: Blown-in; fiberglass: �
a. Thickness: 20+/- inches
b. R-value: Minimum R-50.
8. Attic Insulation Above Garage: Unfaced, fiberglass batts:
a. Thickness: 10+/- inches
b. R-value: Minimum R-30.
9. InteriorAcoustic Insulation: Blown-in-blanket (BIB); fiberglass; minimum 1.8 Ib. density:
a. Thickness: Full depth of stud cavity.
633 SPECIFICATIONS
Page 40
10. Vapor Barrier: Polyethylene sheet, reinforced, minimum three mil (.003") thickness:
a. "TU-TUF 3" (Sto-Cote Products); "Griffolyn Type-65" (Reef Industries); "Rufco SS-300" (Raven
Industries); or equal and approved
b. Seam Tape: "8086 Contractor Sheathing Tape" (3M); "Fab Tape" (Reef Industries); "Rufco Tape"
(Raven Industries); or equal and approved.
E. Adhere rigid insulation at exterior and interior of foundation walls to masonry with mastic adhesive compatible
with insulation.
F. Protect exposed, exterior foundation perimeter insulation with synthetic stucco finish; color and texture as
selected by the Architect.
G. Install urethane foam and BIB insulation at perimeter rim joists.
H. Install BIB insulation fill depth at all rim joists, exterior wall stud cavities, floor joist cavities overhanging at
exterior, floor joist cavities above Garage, and where shown on the Drawings:
1. At insulated floors containing plumbing, net around plumbing so that installed insulation does not carry
over top of piping — insulation must not be installed between plumbing piping and heated space.
2. Install BIB full thickness of stud cavities at all interior walls around bathrooms, powder rooms, laundry
rooms, etc. - verify with the Architect.
3. Install with pneumatic equipment recommended by, and in strict compliance with manufacturer's
guidelines for minimum density to obtain specified thermal resistance.
I. At shim space of all exterior door and window frames, fill cavity behind nailing flanges with urethane foam, for
approximately 1/2 wall thickness. Chink remainder of cavity with unfaced fiberglass batts.
J. Install batt insulation snugly between framing members. Cut and fit around pipes, conduit, and outlet faces as
necessary to maintain integrity of thermal barrier.
K. Spray foam or otherwise seal all potential air bypasses in the building shell, including wall, roof and ceiling
penetrations.
L. Install continuous, sealed vapor barrier at intenor of all exterior floors, walls, ceilings, and at warm side of
interior floors and walls at perimeter of Garage:
1. Seal all seams and tears with seam tape.
2. Tape to plastic electrical vapor barrier boxes and IC rough-in kits for light fixtures within insulated ceilings.
3. Apply continuous sealant at base of exterior and interior insulated walls.
633 SPECIFICATIONS
Page 41
07311 Asphalt Shingles
A. Provide and install asphalt shingle roofing systems as shown on the Drawings and specified herein:
1. Portion of work of this Section is by a�ternate:
a. Installation of waterproof underlayment over the entire roof
b. Upgrading of asphalt shingles.
B. Roofing Materials:
1. Waterproof Underlayment at Eaves and Valleys: ASTM D 1970, self-adhering, rubberized asphalt
membrane, 36 inch wide:
a. "Weather Watch" (GAF Materials Corp.); "WinterGuard" (CertainTeed Corp.); "Ice and Water Shield"
(W.R. Grace & Co.); °Deck-Dri" (Owens-Coming Fiberglass Corp.); or equal and approved.
2. Felt Underlayment: Fiberglass-reinforced; asphalt-saturated; 36 inch wide:
a. "Shingle-Mate" (GAF Materials Corp.); or equal.
3. Asphalt Shingles: Self-sealing; fiberglass reinforced; Class A rating; UL 997 Label:
a. Base Bid: °Timberline 25 Shadow Accent" (GAF Materials Corp.); medium weight; 25 year limited
warranty
b. Under Alternate Bid: "Timberline Ultra Shadow Accent" (GAF Materials Corp.); super heavyweight;
40 year limited warranty
c. Color: As selected by the Architect from full range of manufacturer's standard
d. Provide factory pre-cut ridge shingles
e. Provide minimum 100 SF of extra shingle materials, and turn over to the Owner for possession
following completion of the Work.
4. Eave Starter Course: Mineral surfaced, heavy roll roofing, to match shingles:
a. Color: As selected by the Architect.
5. Metal Flashing: ASTM A 361/A 361M; minimum 24 ga.; color-coated, galvanized sheet metal:
a. "UNA-CLAD" (Copper Sales, Inc.); "ColorKlad" (Vincent Metals); "PAC-Clad" (Peterson Aluminum
Corporation); or equal and approved
b. Provide metal drip edges along all horizontal eaves and rake edges of roof
c. Provide valley flashing with crimped, raised center.
6. Metal Gutters and Downspouts: ASTM A 361/A 361M; color-coated, galvanized sheet metal; gauges as
required for Project conditions:
a. "UNA-CLAD" (Copper Sales, Inc.); "ColorKlad" (Vincent Metals); °PAC-Clad" (Peterson Aluminum
Corporation); or equal and approved.
7. Ridge Vent: Shingle-over plastic/fiberglass ridge vent,with end plugs, weather filter,wind baffle and high-
density polyethylene UV filter:
a. "Cobra Ridge VenY' (GAF Materials Corp.); "Shingle-Over Ridge VenY' (Air Vent, Inc.); or equal and
approved
b. Color: Black.
8. Roof(Jack) Vents: Aluminum with insect screen and minimum 50 square inches free area per vent:
�
a. "Roof Louver, Model RVA-50" (Anderson Metal Products Co.); or equal and approved
b. Color: As selected by the Architect from manufacturer's standard.
9. Nails: Standard roofing nails; hot-dipped galvanized steel, aluminum, or chromated steel; minimum 3/8
inch head; minimum 11 or 12 ga. shank; of sufficient length to penetrate at least 3/4 inch into solid
decking, or to penetrate through plywood sheathing.
10. Roofing (Plastic) Cement: ASTM D 4586.
C. Metal Drip Edges: Install tight to fascia boards or trim:
1. Install along horizontal eaves before underlayments are installed.
2. Install along sides (rakes) after underfayments are installed.
3. Weather lap joints minimum two inches (2"). Secure flange with nails spaced eight inches (8") on center.
633 SPECIFICATIONS
Page 42
D. Metal Gutters and Downspouts: Form, fabricate and install in accordance with the Drawings and as may be
required for Project conditions:
1. Install gutter flanges directly over roof deck at horizontal eaves and below waterproof underlayment.
E. Waterproof Underlayment: Install at roof eaves and valleys:
1. Base Bid: Install three (3) rows (nominal 8'-0" wide) waterproof underlayment along horizontal roof
eaves.
2. Under Alternate Bid: Install waterproof underlayment over entire roof sheathing.
3. Install three (3) rows waterproof underlayment along roof valleys — one (1) layer centered, and one (1)
additional layer each side.
4. Apply waterproof underlayment directly to roof deck at horizontal eaves, over metal drip edge. Overhang
edge 1/4 inch. Nail upper edge of sheet every 18 inches. Lap vertical and horizontal edges minimum six
inches (6").
F. Felt Underlayment:
1. Roof Slopes 4:12 or Greater: Install one (1) layer of felt underlayment over entire roof, perpendicular to
stope of roof.
2. Roof Slopes Less than 4:12: Install two (2) layers felt underlayment over entire roof in accordance with
Building Code.
3. Lap minimum six inches (6") over waterproof underlayment. Lap minimum six inches (6") over both sides
of hips and unvented ridges. Secure felt to deck with sufficient fasteners to hold in place until shingles
are installed.
G. Weather lap and seal watertight with plastic cement items projecting through or mounted on roof. Do not
allow solvent based cements to contact waterproof underlayment.
H. Metal Flashing: Form flashing to profiles shown on the Drawings, and as required to protect roofing materia�s
from physical damage and to shed water:
1. Form sections square and accurate to profile, in maximum possible lengths, free of distortion and defects
detrimental to appearance or performance.
2. Valley Flashing: Install continuous piece of exposed valley flashing, centered on valley:
a. Extend valley flashing minimum 12 inches under shingles, each side
b. Lap ends minimum four inches (4")
c. Expose valley flashing four inches (4") at ridge and uniformly wider at rate of 1/8 inch/foot down slope
to eave.
3. Step Flashing:
a. Fabricate shingle tins; seven inches (7")x minimum ten inches (10"); bent in half
b. Nail each tin to roof deck at top edge with two (2) roofing nails. Do not nail tins to wall or chimney
c. Apply shingles over tins, set in full bed of roofing cement.
I. Starter Coarse: Install minimum nine inch (9") wide starter course of mineral roll roofing. Overhang starter
strip 1/2 inch beyond edge of inetal drip at eaves and rakes. Fasten three inches (3") from bottom, using
shingle nailing pattern.
J. Shingles: Install in accordance with manufacturer's recommendations, building codes, and the following:
,
1. Six Inch (6") Diagonal Method (regular pattem):
a. Snap chalk lines as required to insure horizontal and vertical alignment of shingle pattern. Where
applicable, verify length of run (rake edge to rake edge), to insure that alignment does not result in
less than 1/2 tab at right edge.
b. Start first course with full shingle at left edge of roof, bottom of tabs flush with starter strip. Align to
overhang rake edge 1/2 inch.
c. Cut six inches (6") from outside edge of second course and align with overhang at first course
d. Cut 12 inches from outside edge of third course and align with overhang at first course
e. Repeat pattern at succeeding courses, cutting six inches (6") additional from each succeeding row
f. Start 7th course with full shingle at rake edge and align with overhang at first course.
g. Install full shingles across roof, repeating pattem up to ridge.
633 SPECIFICATIONS
Page 43
2. For proper color blend, each row shail be run at least four (4) shingles across roof before proceeding to
ne� course.
3. Cut off shingles at centerline of hips.
4. Cut-outs shall not occur over cut-outs in course directly below.
5. Install layered Boston ridge at hips and ridges. Orient ridge shingles away from prevailing winds, as is
possible.
6. Locate fasteners in accordance with manufacturer's recommendations.
K. Ridge Vent:
1. Cut two inch (2") wide slot through sheathing, along ridge, one inch (1") each side. Leave uncut (closed)
sheathing area, six inches (6") long, at each end of ridge. Cut through sheathing only. Where ridge
board is used, cut 3-1/2 inch slot, 1-3/4 inches each side.
2. Uncoil ridge vent along entire length of ridge slot, including uncut six inches (6") at each end. Joint vents
at longer ridges in accordance with manufacturer's recommendations.
3. Install ridge shingles directly over ridge vent. Use nails on centers recommended by shingle
manufacturer. Do not drive nails home—leave minimum 3/4 inch between ridge shingle and roof shingle.
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633 SPECIFICATIONS
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07531 Single Ply Roofing - Fully Adhered
A. Provide and install elastomeric sheet roofing systems as shown on the Drawings and specified herein.
B. Roofing Materials:
1. Roofing Membrane: Ethylene propylene diene monomer(EPDM); reinforced (black); minimum .045 inch
thick:
a. "Sure-Seal Reinforced EPDM / Design A" (Carlisle Corporation); "GenFlex Reinforced EPDM / Fully
Adhered" (GenCorp); "Rubbergard Reinforced EPDM / Fully Adhered" (Firestone Building Products);
or equal and approved.
2. Flashing Membrane: EPDM, furnished by roofing membrane manufacturer; minimum .06Q inch thick.
3. Adhesives: Primer, splicing cement, lap sealant, bonding adhesive and water cutoff mastic shall be as
recommended and provided by the roofing membrane manufacturer.
4. Metal Flashing and Scuppers: ASTM A 361/A 361 M; minimum 24 ga.; color-coated, galvanized sheet
metal:
a. "UNA-CLAD" (Copper Sales, Inc.); "ColorKlad" (Vincent Metals); "PAC-Clad" (Peterson Aluminum
Corporation); or equal and approved.
C. Coordinate with other trades so that fascias, counter flashing, and other work are available and can be built-in
without delay. Plan work so that roofing can be carried on continuously to completion.
D. Apply elastomeric sheet roofing over roof deck and/or underlayments in accordance with manufacturer's
recommendations:
1. Install roofing loose over substrata. Position without stretching. Lap edges minimum three inches (3").
Allow roofing to relax for at least one (1) hour before fastening or splicing.
Z. Adhere membrane directly to substrate:
a. Roll membrane back half width and apply bonding adhesive to back of inembrane and top of
insulation
b. Allow solvents in adhesive to evaporate
c. Roll membrane back into position avoiding wrinkles and repeat process on other half.
3. Accomplish seaming in accordance with manufacturer's recommendations:
a. Clean area of inembrane to be seamed with approved cleaner to remove all contaminants
b. Adhere seams with seam adhesive:
— Apply even coat of adhesive to each bonding surface, avoiding globs and puddles
— Allow adhesive to dry until it is slightly tacky to a dry finger touch.
E. Install elastomeric sheet flashing in accordance with manufacturer's recommendations:
1. Install flashing at parapets, roof edges, curbs and cants.
2. Flashing shall extend onto roofing minimum (3) inches beyond point where roofing is fastened to walls
and curbs. Continuously bond flashing to roofing and vertical surfaces with bonding adhesive. Apply
water cutoff mastic to flashing edges as recommended by the manufacturer.
3. Terminate and cap flashing as recommended by the manufacturer and required for Project conditions.
633 SPECI�ICATIONS
Page 45
08050 Doors and Frames
A. Provide metal and wood doors and frames as shown on the Drawings and specified herein:
1. Portion of work of this Section is by allowance — do not include material cost for pair of main entrance
custom wood doors in the Base Bid.
B. Provision of manufactured clad wood doors and frames is work of Section 08550 CLAD WOOD WINDOWS,
DOORS AND FRAMES
C. Installation of doors and frames is work of Sections 06211 Exterior Finish Carpentry Labor and 06221 Interior
Finish Carpentry Labor.
D. Door and Frame Materials:
1. Main Entrance:
a. Frame, Sidelights and Transom: Provided under Section 08550 CLAD WOOD WINDOWS, DOOR
AND FRAMES
b. Doors: 1-3/4 inch x 7'-0"; custom wood doors; as selected by the Architect
c. Storm Doors: Full view; clad wood; as selected by the Architect.
2. Garage Entrance, two (2) thus:
a. Frames: Wood; clad with aluminum to match window frames
b. Doors: 1-3/4 inch x 7'-0"; flush; steel; insulated; as selected by the Architect.
3. Typicallnterior:
a. Frames: Select white maple, plain-sliced
b. Doors: 1-3/4 inch; flush; solid particleboard core; select white maple, plain-sliced face and edge
veneers:
— 8'-0" at Main Level
— 7'-0" at Lower and Upper Levels
c. Use only hardwood and hardwood veneers free of dark pitch pockets — verify exact grading and
appearance tolerances with the Architect.
4. Between Garage and Mudroom:
a. Frame: Verify
b. Door: 1-3/4 inch x 8'-0"; flush; steel; insulated; fire-rated; self-closing.
5. Hardware:
a. Butt Hinges: Plain bearing; min. 4-1/2"x 4-1/2"; three (3) per 7'-0" door; four(4) per 8'-0" door; bright
chromium plated (verify with the Architect):
— Solid brass at exterior doors, garage door, and doors to bathrooms and other high humidity
locations
— Steel at remainder
b. Locksets„ Latchsets, Flush Bolts, Stops and Weatherstripping: Provided as work of Section 08710
DOOR AND CASEWORK HARDWARE
c. Pocket Doors: Heavy duty overhead track, with two (2) double-wheel carriers and guides.
E. Provide all interior swinging doors as pre-hung units, complete with butt hinges and wood stops.
633 SPECIFICATIONS
Page 47
, ,
08360 Overhead Doors
A. Provide material for, fabricate, finish and install sectional overhead doors systems as shown on the Drawings
and specified herein.
B. Door System Materials:
1. Doors: Sectional; upward-acting; metal; raised panel; insulated; of sizes shown on the Drawings.
2. Hardware: Provide complete package of hardware (hinges, rollers, latches/locks, etc.) as required for a
complete installation.
3. Tracks: High-lift, or as required to lift door as tight to ceiling as practical.
4. Counter Balance: Tension spring.
5. Operator: Belt driven for quiet operation; rolling code; infrared safety system:
a. "Lift-Master Professional, Formula I", with "Security" rolling code and "Protector" system (Apex Door
Co.)
b. Provide motor ratings adequate to operate doors of the Project.
6. Controls: Wall switch; four(4) multi-function, transportable remote controls; and one (1) exterior keypad—
locate as directed by the Architect.
C. Install door operators to overhead structure with vibration insulation spacers.
�
633 SPECIFICATIONS
Page 48
, .�
08550 Clad Wood Windows, Doors and Frames
A. Provide all exterior, clad wood windows, doors and frame units as shown on the Drawings and specified
herein.
B. Provision of exterior main entrance doors and garage entrance doors and frames is work of Section 08050
Doors and Frames.
C. Installation of exterior, clad wood windows, doors and frames is work of Section 06211 Exterior Finish
Carpentry Labor.
D. Materials: Wood window and door units, clad with aluminum; color as selected by the Architect from
manufacturer's standard:
1. Marvin Windows & Doors or Pella Windows and Doors.
2. Glazing: High-performance, Low-E, sealed, argon-filled, insulated glass; tempered where subject to
human impact and where required by building codes.
E. Units:
1. Main Entrance: Provide entire unit, except custom wood doors:
a. Door frame, clad with aluminum to match windows
b. Fixed sidelights
c. Fixed, roundtop transom.
Z. Window Units: Fixed and operating casement windows and custom archtop, fixed windows:
a. Provide standard crank-operated hardware and screens; color to be selected by the Architect
b. Operating units shall open 90°-verify with Architect any conditions that limit operation of sashes.
3. Door Units: In-swinging French doors and sliding French doors:
a. Provide with three (3)-point locking system and matching storm/screen doors.
F. Provide units mulled together as shown on the Drawings, and with mullion reinforcing as may be required for
Project conditions.
633 SPECIFICATIONS
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08621 Clad Wood Skylights
A. Provide all clad wood skylights as shown on the Drawings and specified herein.
B. Installation of clad wood skylights is work of Section 06211 Exterior Finish Carpentry Labor.
C. Skylights: Wood operating roof windows or fixed skylights; clad with aluminum; "Dark Bronze":
1. Velux-America, Inc.
2. Glazing: High-performance, Low-E, sealed, argon-filled, insulated glass; tempered or laminated.
D. Provide units complete with anchoring hardware, shingle flashing and counterflashing covers.
,
633 SPECIFICATIONS
Page 50
08710 Door Casework Hardware
A. Provide all interior and exterior door hardware shown on the Drawings and specified herein:
1. Provision of finish hardware is by allowance—materials specified herein are for bidding purposes only.
B. Provision and installation of hardware at exterior clad wood door units is work of Section 08550 Clad Wood
Windows, Doors and Frames.
C. Installation of interior and exterior door and casework hardware is work of Section 06221 INTERIOR FINISH
CARPENTRY LABOR.
D. Door Hardware:
1. Butt Hinges: Provided under Section 08050 DOORS AND FRAMES.
2. Main Entrance:
a. "Murchison" E Series (Schlage) exterior handleset, bright chromium plated
b. "Plymouth x Murchian" (Schlage) interior knob x escutcheon, bright chromium plated
c. B-Series (Schlage) deadbolt, bright chromium plated
d. Pair flush bolts, bright chromium plated
e. Spring bronze weatherstripping at head,jambs and astragal
f. Pair sweeps, verify finish with the Architect
g. Aluminum sill with adjustable threshold.
3. Garage Entrances:
a. "Plymouth"A Series (Schlage) lockset, bright chromium plated
b. B-Series (Schlage) deadbolt, bright chromium plated
c. Magnetic weatherstripping at head and jambs
d. Sweep, verify finish with the Architect
e. Aluminum sill with adjustable threshold.
4. Typical Interior Single:
a. °Plymouth"A Series (Schlage) lockset or latchset, bright chromium plated.
5. Typical Interior pouble (Lockable):
a. "Plymouth"A Series (Schlage) lockset, bright chromium plated
b. Pair flush bolts, bright chromium plated.
6. Typical Interior pouble (Passage):
a. Pair"Plymouth"A Series (Schlage) dummy trim, bright chromium plated
b. Pair overhead roller catches, bright chromium plated.
7. Between Garage and Mudroom:
a. "Plymouth"A Series (Schlage) latchset, bright chromium plated
b. Magnetic weatherstripping at head and jambs
a. Sweep, verify finish with the Architect
b. Aluminum adjustable threshold.
8. Pocket Doors:
a. Ovefiead Track, Carriers and Guides: Provided under Section 08050 DOORS AND FRAMES
b. Pulls/Privacy Locks: Recessed pull/lock, bright chromium plated.
9. Stops: Baseboard wall stop at all locations where door swing impacts adjacent wall.
633 SPECIFICATIONS
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08800 Glazing
A. Provide and install all interior glazing and related materials as shown on the Drawings and specified herein:
1. Work of this Section is by allowance — materials and glazing schedule specified herein are for bidding
purposes only.
B. Glass and Glazing Materials:
1. Tempered Glass: ANSI Z97.1 and ASTM C 1048. Provide where shown on the Drawings, specified
herein, or as may be required by building codes.
2. Mirrors: Fed. Spec. DD-G-451 for 1/4 inch mirror glazing; coating of pure silver without pinholes or other
defects visible to the naked eye; and coated with mirror backing paints of uniform and adequate
thickness.
3. Shower poor/Enclosure Hardware: Frameless, bright chromium plated; or powder-coated "White"; as
specified herein.
4. Glazing Sealant: One-component, silicone, or as recommended by the glass supplier.
5. Glazing Tape: Compatible with glazing sealant, and as recommended by the glass supplier:
6. Setting Blocks and Shims: EPDM or neoprene; sizes required for loads and Project conditions.
C. Glazing Schedule:
1. Mirrors:
a.
b.
2. Shower poors/Enclosures:
a.
b.
3. Firep/ace Doors: Great Room masonry�replace
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633 SPECIFICATIONS
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09250 Wallboard and Accessories
A. Provide, install and finish drywall at interior ceilings and walls as shown on the Drawings and specified herein:
1. Finish all rooms, except mechanical/storage rooms in the Lower Level.
2. Provision, installation and finishing of tile backer board (cement board) at all walls and ceilings scheduled
to receive ceramic tile is work of Section 09300 TILE.
B. Wallboard Materials:
1. Gypsum Board: ASTM C 36; long edges tapered; natural-finish face paper; suitable for paint,
wallcovering or other decoration:
a. Thickness: 5/8 inch, unless otherwise shown on the Drawings
b. Screws: ASTM C 1002; Type W, for wood framing. Provide of sufficient size to securely anchor
wallboard to framing, and as recommended by the wallboard manufacturer.
2. Metal Beads and Trim for Gypsum Board: Types and sizes to suit Project conditions.
3. Finishing Materials:
a. Joint Reinforcing Tape: Cross-fibered paper; feathered edges; random perforations; pre-creased
b. Joint Compound: ASTM C 475; non-asbestos; conventionally drying-type; ready-mixed or mixing
powder; for tape bedding and finishing. Provide compound types required for Project conditions and
as recommended by the manufacturer.
C. Install fire-rated panels (Type X) where shown on the Drawings, or as required at fire-resistive walls and
ceilings.
D. Gypsum Board Finishing: Spot exposed fasteners on face layers and finish corner beads,joints and trim with
minimum three (3) coats of joint compound:
1. Ceilings:
a. Skim-coat all ceilings at the Main and Upper Levels as required to provide smooth finish appropriate
for indirect lighting.
b. Provide splatter/knockdown or orange peel finish at Lower Level ceilings, except at soffits below
standard ceiling height.
633 SPECIFICATIONS
Page 53
09300 Tile
A. Provide and install ceramic, porcelain and/or stone tile at floors, walls and ceilings as shown on the Drawings
and specified herein:
1. Work of this Section includes provision and installation of tile backer (cement) board behind all wall and
ceiling tile.
2. Provision of floor, wall and ceiling tile is by allowance — materials specified herein are for bidding
purposes only.
3. Portion of work of this Section is under Alternate Bid — refer to Section 00420 SUPPLEMENTS TO BID,
List of Alternate Bids:
a. Base Bid: In-floor hydronic heating throughout the Master Bath—install nominal one inch (1") mortar
bed to accommodate piping
b. Alternate Bid: In-floor electrical heating system throughout the Master Bath — install nominal 5/8 inch
mortar bed to accommodate electrical heating mat. Provision and installation of in-floor electrical
heating system is work by the Electrical Subcontractor.
B. Cement Board (Tile Backer Board): Aggregated Portland cement core; encased on both surfaces and edges
with polymer-coated, glass fiber mesh:
1. Thickness: 1/2 inch, unless othervvise shown on the Drawings.
2. Screws: 8 ga.; corrosion-resistant; wafer head; with countersinking ribs. Provide of sufficient length to
securely anchor wallboard to framing, and as recommended by the screw manufacturer.
C. Tile Materials:
1. Tile: For bidding purposes, provision of tile is by the following allowances:
a. Floors, walls and ceilings within Master Bath......$9.00/SF
b. Floors, remainder...............................................$5.00/SF
c. Walls and ceilings, remainder............................$3.00.
2. Mortar Beds: Self-leveling; cementitious; additives to achieve high performance compressive and flexural
strength:
a. Portland cement
b. Water: Clean; potable
c. Reinforcing: ANSI A108.1; steel mesh.
3. Sound Control Mat: Sheet-applied underlayment designed to reduce sound transmission; installed over
wood subflooring, below mortar setting bed.
4. Waterproof Membrane: Bondable membrane material:
a. "Deck Seal 1000 Membrane" (Southern Grouts & Mortars, Inc.); or equal and approved.
5. Joint Tape for Cement Board: Two inch (2") wide; alkali-resistant; glass fiber.
6. Thresholds: Marble; color as selected by the Architect; full door frame width; thickness equal to depth of
tile and setting bed; one (1) long edge beveled down to thickness of adjacent flooring or as shown on the
Drawings.
7. Setting Mortars and Adhesives:
a. Dry-Set Mortar: ANSI A118.1; Portland cement and sand, with water-retentive admixtures; factory-
mixed '
b. Latex-Portland Cement Mortar: ANSI A118.4; dry-set mortar with latex used as replacement for all or
portion of gauging water
c. Organic Adhesive: ANSI A136.1, Type I.
8. Grout: ANSI A118.6; latex-Portland cement grout with dry polymers added in re-emulsifiable powder
form; factory-mixed.
D. General Tile Setting:
1. Preparation:
a. Provide and install protection at surfaces of adjacent products and materials prior to beginning work.
b. Clean surfaces free of dust and debris.
c. Acid-etch concrete slabs.
633 SPECIFICATIONS
Page 53
d. Fill gaps between cement board panels with latex-Portland cement mortar, and embed two inch (2")
wide fiberglass mesh tape in skim coat of same mortar over joints and corners.
2. Install mortar setting bed over plywood subfloor at all tiled floors at wood frame floor systems:
a. Thickness:
— One inch (1") at in-floor hydronic heating systems
— 5/8 inch at in-floor electrical heating systems
— 3/8 inch at remainder.
3. Unless unavailable, provide and install bullnose trim pieces at all exposed tile edges.
4. Lay out tile so that no tile less than 1/2 size occurs; and so that joints are straight, uniform grout lines,
parallel with walls and/or floors; or as shown on the Drawings.
5. Cut tiles with powered cut-off blade and drill holes in tiles, where required, with powered carbide-tip drill
bit. Discard cut or drilled tiles having chipped or broken edges.
E. Installation Methods:
1. Slab-on-Grade Concrete Floors, Thinset: Dry-set or latex-Portland cement mortar bond coat.
2. Wood Subfloors, Thickset:
a. Cleavage membrane over wood subfloor
b. Reinforced mortar setting bed
c. Dry-set or latex-Portland cement mortar bond coat.
3. Shower Receptors: Floor, Thickset; Cement Board Walls, Thinset:
a. Waterproof inembrane over concrete or wood subfloor; tied into floor drain; up walls minimum 12
inches
b. Reinforced mortar setting bed, sloped to drain
c. Dry-set or latex-Portland cement mortar.
4. Gypsum Board Walls Subject to Moisture, Thinset: Dry-set or latex-Portland cement mortar bond coat.
5. Gypsum Board Walls Not Subject to Moisture, Thinset: Organic Adhesive.
6. Cement Board Walls and Ceilings, Thinset: Dry-set or latex-Portland cement mortar bond coat.
F. Ti1e Schedule:
1.
,
633 SPECIFICATIONS
Page 54
09640 Wood Flooring
A. Provide and install wood flooring systems as shown on the Drawings and specified herein.
B. Wood Flooring Materials:
1. Wood Flooring: Nominal 3/4 inch thick; 2-1/4 inch wide; white maple; No. 2 Grade.
2. Finish: Non-yellowing acrylic urethane; satin:
a. "Easy StreeY' (Basic Coatings); or equal and approved.
C. Finish completed flooring with minimum four(4) coats urethane finish.
633 SPECIFICATIONS
Page 56
09680 Carpet
A. Provide and install carpet and pad as shown on the Drawings and specified herein:
B. Work of the Section is by Allowance:
1. For bidding purposes, assume $35.00/SY installed.
C. Carpet Materials:
1. Carpet: As selected by the Owner.
2. Pad: As appropriate for carpet selection.
3. Related Materials: As determined by the Carpet Installation Subcontractor and as may be required for
complete installation in accordance with the Drawings and Project conditions.
D. Carpet Schedule:
1.
633 SPECIFICATIONS
Page 57
09910 Painting
A. Provide materials for, and paint walls and ceilings as shown on the Drawings and specified herein.
B. Paint Materials:
1. Exterior: -
a. Semi-Transparent Oil Stain: "#0300 Series Semi-Transparent Stain" (Cabot); or equal and approved
b. Solid Alkyd Stain: "#6500 Series O.V.T. Solid Color Oil Stain" (Cabot); or equal and approved
c. Solid Latex Stain: "#0600 Series O.V.T. Solid Color Acrylic Stain" (Cabot); or equal and approved
d. Alkyd Deck Stain: "#1400 or#7400 (verify) Series Decking Stain" (Cabot); or equal and approved
e. Acrylic Latex Primer: "2010-1200 Ultra-Hide Durus Exterior Acrylic PrimecoaY' (ICI Paints); or equal
and approved
f. Acrylic Latex Paint: °2412-XXX Ultra-Hide Durus Exterior Acrylic Satin Finish" (ICI Paints); or equal
and approved.
2. Interior:
a. Gypsum Board Primer: "1030-1200 Ultra-Hide PVA Interior Primer-Sealer" (ICI Paints); or equal and
approved
b. Gypsum Board Paint: "1210-X�CX Ultra-Hide Latex Flat Interior Wall Paint" (ICI Paints); or equal and
approved
c. Wood Stain: "1700-XXXX Woodpride Interior Oil Wood Finishing Stain" (ICI Paints); or equal and
approved
d. Wood Sealer: "1908-0000 Woodpride Interior Polyurethane Gloss Varnish" (ICI Paints); or equal and
approved; thin with one (1) pint mineral spirits per gallon
e. Wood Vamish: "1092-0000 Woodpride Interior Polyurethane Satin Varnish" (ICI Paints); or equal and
approved
f. Wood Primer: "1020-1200 Ultra-Hide Acrylic Latex Interior Wood Undercoater" (ICI Paints); or equal
and approved
g. Wood Paint: "1412-XXXX Ultra-Hide Latex Eggshell Interior Enamel" (ICI Paints); or equal and
approved.
C. Protect previously painted surfaces, as well as adjacent work and materials by covering and masking during
painting operations.
D. Clean all surfaces to be painted of loose dirt and dust, oil, grease, mildew, form release agents, curing
compounds, loose and flaking paint, rust, and other foreign substances. Maintain as such during painting
operations.
E. Wash previously primed or painted surfaces, rinse, and allow to dry - dull glossy areas by light sanding;
remove sanding dust.
F. Wash unprimed metal surfaces with mineral spirits before application of paint materials.
G. Spot prime wood knots with acrylic latex bonding sealer/stain killer recommended by the primer manufacturer.
H. Perform necessary filling of nail holes and cracks prior to application of final coat. Use filler of color to match
that of finish, where applicable.
I. Tint, mix and apply paint materials in accordance with manufacturer's recommendations.
J. Back-prime all exterior finished wood prior to installation, and prime all cut edges during installation. Use
materials scheduled for first coat of paint system.
K. Apply paint materials in even, thorough coats without runs, sags or blemishes.
L. Unless otherwise specified herein or recommended by the paint manufacturer, coats shall be thoroughly dry
before application of succeeding coats.
M. Painting Schedule:
1. Exterior Wood Siding, Soffits and Trim:
a. Wood Shingles: Two (2) coats semi-transparent oil stain; color as selected by the Architect
b. Wood Soffits and Trim: One (1) coat solid alkyd stain; one (1) coat solid latex stain; color(s) as
selected by the Architect.
633 SPECIFICATIONS
Page 59
2. Exterior Wood Deck:
a. Structure: One (1) coat solid alkyd stain; one (1) coat solid latex stain; color as selected by the
Architect
b. Wood Decking and Top Rail: One (1) coat alkyd deck stain; color as selected by the Architect
c. Wood Rails, Except Top Rail: One (1) coat solid alkyd stain; one (1) coat solid latex stain; color as
selected by the Architect.
3. Exterior Fiberglass/Polymer Columns: One (1) coat acrylic latex primer; two (2) coats acrylic latex satin
paint.
4. Interior Gypsum Board Walls and Ceilings: One (1) coat general purpose, vinyl acrylic latex
primer/sealer; two (2) coats latex flat paint:
a. Verify walls to receive wallcovering with the Owner and/or Architect.
5. Interior Wood Doors, Millwork and Trim: One (1) coat hand-rubbed oil stain; one (1) coat intermediate
sealer; two (2) coats clear, satin polyurethane varnish; finish to match sample provided by the Architect.
6. Interior Wood Columns: One (1) coat acrylic latex primer; two (2) coats vinyl latex eggshell paint.
633 SPECIFICATIONS
Page 60
� ' .
10520 Fire Extinguishers
A. Provide and install three (3) fire extinguishers.
B. Extinguishers: ABC dry chemical; 2-1/2 Ib.; with wall-mounted bracket.
C. Install one (1) extinguisher each in two (2) Mechanical Rooms and the Kitchen. Verify exact mounting
locations with the Architect.
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633 SPECIFICATIONS
Page 63
10900 Wardrobe and Closet Specialties
A. Design, provide materials for, fabricate and install closet interiors as shown on the Drawings and specified
herein:
1. Work of this Section is by allowance.
B. Closet Materials: Verify final selection of materials and accessories with the Owner.
C. Closet Schedule:
1.
,
633 SP�CIFICATIONS
Page 64
11020 Security Equipment
A. Provide and install one (1) wall safe as shown on the Drawings and specified herein:
1. Work of this Section is by allowance— materials specified herein are for bidding purposes only.
B. Safe:
C. Verify exact location of safe with the Owner or Architect.
,
633 SPECIFICATIONS
Page 65
15410 Plumbing
B. Provide materials for, and install the plumbing and fuel systems as shown on the Drawings, specified herein,
as may be required for a complete installation:
1. Materials, not specified herein, and installed as work of this Section are by allowance — refer to Section
15420 PLUMBING FIXTURES.
2. Portion of the work of this Section is by Altemate Bid — Refer to Section 00420 LIST OF ALTERNATE
BIDS:
a. Base Bid at the Lower Level: Complete interior build-out of Exercise Room and Bath No. 4 and
plumbing rough-ins at remainder of the Work
b. Alternate Bid: Add plumbing fixtures at Bath No. 5
c. Alternate Bid: Add sink at Kitchenette.
C. Some plumbing work is by other specialty subcontractors:
1. Well .............................Section 02563 Water Well
2. Septic...........................Section 02575 Septic Tank System
3. Landscape Irrigation.....Separate contract by the Owner
4. Drain Tile .....................Section 02612 Foundation Drainage System
5. Water Conditioning.......Section 15430 Water Softening System
6. Water Purification.........Section 15440 Water Filtration System.
D. Plumbing Materials:
1. 8elow-Grade Sanitary; Vent and Waste:
2. Above-Grade Sanitary; Vent and Waste:
3. Be/ow-Grade Domestic Water:
4. Above-Grade Domestic Water.
5. Natural Gas:
6. Lead-containing pipe, solder, flux, etc. will not be permitted on the Project.
E. Coordinate work with Well Subcontractor:
1. Provide water supply line to 5'-0" outside of foundation wall — remainder of water line by Well
Subcontractor.
2. Install water meter if requested by the Owner. Install meter separated from water supply to landscape
irrigation.
3. Provide rough-in to and from pressure tank and as required by the Well Subcontractor.
F. Coordinate work with the Septic Subcontractor:
1. Provide waste line to 5'-0" outside of foundation wall—remainder of waste line by Septic Subcontractor.
2. Provide rough-in for pump if required for septic system design.
G. Coordinate work with the Landscape Subcontractor. Rough-in water supply line to system controls, and
continue to 5'-0" outside of foundation wall— remainder of irrigation lines by the Landscape Subcontractor.
H. Coordinate work with Concrete Subcontractor: Provide pump, controls and discharge for sump basin instailed
by the Concrete Subcontractor.
I. Provide sanitary, venting and domestic water piping, and make all connections required for fixtures shown on
the Drawings:
1. Verify all invert elevations in relation to floor elevations and site conditions.
2. Install water service with minimum 7'-0" earth cover. Provide back-flow prevention.
3. Provide 3/4 inch water supply lines to whirlpool in Master Bath, for fast filt.
4. Install domestic hot water loop and pump for fast delivery of hot water.
5. Coordinate access requirements for equipment, shut-off/balance valves, cleanouts, etc. with the General
Contractor.
6. Caulk all fixtures with approved sealant.
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J. Make arrangements with the local gas supplier for provision of natural gas to the site and building. Verify
exact location of ineter and provide shut-off valve at first accessible point within the building. Coordinate fuel
requirements at all equipment and appliances.
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. .
15420 Plumbing Fixtures
A. Provide plumbing fixtures as shown on the Drawings and specified herein:
1. Provision of plumbing fixtures is by allowance - materials specified herein are for bidding purposes only.
Fixtures and accessories not specified shall be contractor-preference and included in the Base Bid.
Verify final fixture selections with the Architect.
2. Portion of the work of this Section is by Altemate Bid - Refer to Section 00420 LIST OF ALTERNATE
BIDS:
B. Installation of plumbing fixtures is work of Section 15410 PLUMBING.
C. Fi�ure Schedule:
1. Lower Level:
a. Bath No. 4:
- Lavatory: "Farmington" (Kohler); single hole; color to be selected
- Lavatory Faucet: "Eurotrend 33.009-L" (Grohe); color to be selected
- Shower Mixing Valve: (Delta); thermostat valve; pressure balanced; color to be selected
- Shower Head: (Grohe); color to be selected
- Toilet: °New Cadet" (American Standard); elongated bowl; 1.6 gallon; color to
be selected
b. Bath No. 5:
- Lavatory: "Farmington" (Kohler); single hole; color to be selected
- Lavatory Faucet: °Eurotrend 33.009-L" (Grohe); color to be selected
- Shower Mixing Valve: (Delta); thermostat valve; pressure balanced; color to be selected
- Shower Head: (Grohe); color to be selected
- Toilet: "New CadeY' (American Standard); elongated bowl; 1.6 gallon; color to
be selected
c. Kitchenette:
- Sink: Stainless steel; under-mount; double compartment
- Sink Faucet: "Ladylux 33.790" (Grohe); color to be selected
- Disposal: 3/4 HP; polished chrome air switch in counter; (Kitchenaid or
Insinkerator)
d. Miscellaneous:
- Water Heaters (2): 100 gallon; direct vent (sealed combustion)
- Floor Drain(s): Adjacent to water heaters and as may be required
- Water Meter: Verify with Architect if requested by Owner for monitoring of usage
- Pressure Tank: Rough-in only for water pressure tank by Well Subcontractor
- Lawn Irrigation: Rough-in for irrigation system by Others
- Exterior Sill Cocks (2): Verify locations with the Architect
2. Main Level:
a. Powder Room:
- Lavatory: "K-2200 Ceramic" (Kohler); conical bell above counter; vessel-type; color
to be selected
- Lavatory Faucet: "Taboret K-8215-4" (Kohler); polished chrome with polished brass
highlights
- Toilet: "New Cadet" (American Standard); elongated bowl; 1.6 gallon; color to
be selected
b. Food Prep.:
- Sink: Stainless steel; under-mount; large double compartment
- Sink Faucet: "Ladylux 33.790" (Grohe); color to be selected
- Disposal: 3/4-1 HP; polished chrome air switch in counter; (Kitchenaid or
Insinkerator)
c. Mud Bath:
- Lavatory: "Farmington" (Kohler); single hole; color to be selected
- Lavatory Faucet: "Eurotrend 33.009-L" (Grohe); color to be selected
- Toilet: "New CadeY' (American Standard); elongated bowl; 1.6 gallon; color to
be selected
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. ,
d. Laundry:
— Counter Sink: "Lustertone" (Elkay); 12 inches deep; stainless steel
— Sink Faucet: "3520" (Delta); polished chrome
— Washer: Recessed supply/standpipe; fiberglass drain pan with drain
— Floor Drain Where shown on the Drawings; floor sloped to drain as shown
e. Dog Shower:
— Shower Mixing Valve: (Delta); thermostat valve; pressure balanced; color to be selected
— Shower Head: (Grohe); hand-held; adjustable bar; polished chrome
f. Garage:
— Wall-Hung Sink: Fiberglass; deep single compartment; verify location with the Architect
— Sink Faucet: Utility; polished chrome
— Floor Drains (3): Where shown on the Drawings; floor sloped to drain as shown
g. Miscellaneous:
— Exterior Sill Cocks (2): Verify locations with the Architect
3. Upper Level:
a. Master Bath:
— Lavatories (2): (Kohler); porcelain; under-mount; color to be selected
— Lavatory Faucets (2): "Eurotrend 33.009-L" (Grohe); color to be selected
— Whirlpool: "Serene" (Pearl); 3'x6'; cotor to be selected
— Whirlpool Faucet: "Classic Roman" (Grohe); tricorn handles; diverter with spray; polished
chrome
— Steam Shower: Complete, including steam generator, controls and outlets
— Shower Mixing Valve: "Grohmix" (Grohe); thermostat valve; paraffin cartridge; color to be
selected
— Shower Heads (2): "Relaxa Plus Top 4, 28.197" (Grohe); wall-mounted head and overhead
ceiling spray head; color to be selected
— Shower Drain: Sized to handle high flow rate
— Toilets (2): "New Cadet" (American Standard); elongated bowl; 1.6 gallon; color to
be selected
b. Bath No. 1:
— Lavatory: "Farmington" (Kohler); single hole; color to be selected
— Lavatory Faucet: �Eurotrend 33.009-L" (Grohe); color to be selected
— Tub: Standard; 16"H x 30"W x 60"L; color to be selected
— Tub Mixing Valve: (De�ta); thermostat valve; pressure balanced; shower diverter; color to be
selected
— Shower Head: (Grohe); color to be selected
— Toilet: "New CadeY' (American Standard); elongated bowl; 1.6 gallon; color to
be selected
c. Bath No. 2:
— Lavatories (2): "Farmington" (Kohler); single hole; color to be selected
— Lavatory Faucets (2): "Eurotrend 33.009-L" (Grohe); color to be selected
— Tub: Standard; 16"H x 30"W x 60"L; color to be selected
— Tub Faucet: Standard; diverter with spray; polished chrome
— Shower Mixing Valve: (Delta); thermostat valve; pressure balanced; color to be selected
— Shower Head: (Grohe); color to be selected
— Toilet: "New Cadet" (American Standard); elongated bowl; 1.6 gallon; color to
be selected
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. . �
15700 Heating, Ventilating, and Air Conditioning
A. Provide materials for, and install the heating, ventilation and air conditioning systems as shown on the
Drawings, specified herein, as may be required for a complete installation:
1. Portion of the work of this Section is by Altemate Bid — Refer to Section 00420 LIST OF ALTERNATE
BIDS:
a. Base Bid: In-floor hydronic heating throughout the Lower Level and within the Master Bath
b. Altemate Bid: Standard (non-gylcol) in-floor hydronic heating system at the Garage, in lieu of
overhead unit hea#er
c. Altemate Bid: Freeze-proof (glycol) in-floor hydronic heating system at the Garage, including loop at
base of overhead doors and exterior concrete aprons for ice melting; in lieu of overhead unit heater
d. Alternate Bid: Under-floor (transite duct) forced air heating system at the Lower Level, in lieu of in-
floor hydronic heating system
e. Altemate Bid: In-floor electrical heating system at the Master Bath, in lieu of in-floor hydronic heating
system.
B. Heating/Air Conditioning Systems:
1. In-Floor Hydronic: Complete radiant hot water heating system, including boiler, manifold, controls and
PEX tubing:
a. "Wirsbo", or equal and approved
b. Boiler: 90+ efficient
c. Verify zones and other design requirements with the Architect.
2. In-Floor Electrical Resistance: Complete system, including electrical mat, wiring and controls by Tile
Subcontractor.
3. Forced Air: Complete systems; including furnaces, dampers, air cleaners, humidifiers, condensers, unit
heater, ductwork, grilles, diffusers, registers and controls:
a. Fumaces: Gas-fired; 90+ efficient; sealed combustion
b. Zone Controls: "Temptrol", or equal and approved.
c. Air Cleaners: Electronic
d. Humidifiers: Electronic
e. Condensers: Exterior; highly efficient
f. Unit Heater: Gas-fired; overhead mount
g. Ductwork:
— Above-Grade: Galvanized; sealed; insulated within insulated floors, walls and ceilings
— Below-Grade (by Alternate Bid): PVC; solvent-welded, watertight joints; enclosed in rigid
insulation-lined trench
h. Thermostats: Setback-type; white.
4. Review with the Architect and/or Owner, requirements for system design, zoning and thermostats.
5. Coordinate ductwork plenums, mains and branch lines with the Architect so as to verify requirements for
soffits and/or lowered ceilings.
6. Unless otherwise shown on the Drawings, specified herein or verified with the Architect, ceiling light
fixture locations shall take precedence over ductwork runs.
�
7. Minimize ductwork contained within insulated floors, walls and ceilings.
8. If under-floor(transite) ductwork is installed by Alternate Bid, verify that interior foundation drain tile is set
below lowest invert elevation of ductwork
C. ExhausWentilation Systems:
1. Whole-House Ventilation: Air-to-air heat exchangers; properly ducted and vented to the exterior:
a. "VanEE Heat Recovery Ventilation System" (Venmar), or equal and approved
b. Interlock to Bathroom and Kitchen exhaust for 20 minute boost in air exchange.
2. Kitchenette Range Hood Exhaust (by Altemate Bid):
a. Unit exhaust hood provided by Appliance Subcontractor— provide ductwork and termination as may
be required
b. No dedicated make-up air, tempering unit required.
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. . .
3. Food Prep. Range Hood Exhaust:
a. Unit exhaust hood provided by Appliance Subcontractor— provide ductwork and termination as may
be required
b. Provide dedicated make-up air, tempering unit; interlock to exhaust hood controls.
4. Bathroom Exhaust: Premium, low-noise, separately ducted, exhaust fan unit at each separate Bathroom,
Shower Room, Powder Room and Laundry Room.
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c � .
16100 Electrical Wiring
A. Provide materials for, and install electrical systems as shown on the Drawings, specified herein, as may be
required for a complete installation:
1. Materials, not specified herein, and installed as work of this Section are by allowance — refer to Section
16500 LIGHT FIXTURES.
B. Portion of the work of this Section is under Alternate Bid — Refer to Section 00420 SUPPLEMENTS TO BID,
List of Altemate Bids:
1. Base Bid: Wiring for gas-fired unit heater in Garage and in-floor hydronic heating throughout the Lower
Level and within the Master Bath
2. Alternate Bid: In-floor hydronic heating system at the Garage, in lieu of gas-fired unit heater
3. Alternate Bid: Under-floor (transite duct) forced air heating system at the Lower Level, in lieu of in-floor
hydronic heating system
4. Alternate Bid: In-floor electrical heating system at the Master Bath, in lieu of in-floor hydronic heating
system
5. Alternate Bid: Wiring for Sauna in Lower Level.
C. Electrical Materials:
1. Devices (switches and receptacles): �Decora"; white.
2. AirNapor Barrier Rough-In boxes: "LESSCO" (Shelter Supply).
3. Food Prep. and Kitchenette Plug Mold: Hubbell; plastic.
D. Site Utilities: Make arrangements with the Electrical Utility for provision of underground, 400 ampere (verify),
electrical service to the site and building. Verify exact location of ineter and main and subpanels.
E. Coordinate electrical requirements at all equipment and appliances.
F. Layout of circuits and quantities and locations of receptacles and switching shall be as determined by the
Electrical Subcontractor for purposes of bidding. The Electrical Subcontractor shall conduct walk-through with
the Owner and the Architect to review final lighting, switching and outlet locations.
G. Provide and install plastic air/vapor barrier boxes at all electrical outlets and switches at perimeter insulated
walls.
H. In Food Prep. and Kitchenette areas, install plastic, continuous plug mold at underside of upper cabinets, so
as to avoid wall receptactes.
,
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� �
16500 Light Fixtures
A. Provide lighting fixtures as shown on the Drawings and specified herein:
1. Provision of portion of light fixtures is by allowance - materials specified herein are for bidding purposes
only. Fixtures and accessories not specified shall be contractor-preference and included in the Base Bid.
Verify final fixture selections with the Architect.
B. Installation of plumbing fixtures is work of Section 16100 ELECTRICAL WIRING.
C. Light Fixture Schedule:
1. Base Bid:
a. Recessed Can Fixtures: Halo H7, H99 or Juno rough-in kits; cfear alzak trim; 90W Par 38 halogen
"wide flood" lamps:
— At insulated ceilings, provide Juno Air-Lock housings and gaskets or equivalent. Verify allowable
lamp at this fixture, but minimum 75W Par 38 halogen "flood" lamps.
— At Master Bath, provide low voltage lighting; "3 Iris" (Cooper).
b. Indirect Lighting: 5/8 inch diameter, clear tube light; "Flexlite" or equal.
c. Under-Cabinet Lighting: Mini-sized, fluorescent fixtures; 3000K or`warm white' lamps.
d. Display Cabinet Lighting: Puck, low voltage, 20W, for surface or recessed mounting; verify color with
the Architect.
2. Allowance: Remainder of light fixtures shall be as selected by the Owner and the Architect.
D. Under Base Bid:
1. Provide all recessed can light fixtures shown on the Drawings.
2. Provide all indirect lighting shown on the Drawings. Provide concealed line voltage outlet for power. Cut
lighting tube rolls into appropriate incremental lengths.
3. Provide all under-cabinet lighting shown on the Drawings. Install as continuous as possible.
4. Provide all display cabinet lighting shown on the Drawings. Coordinate locations with the Architect.
,
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