Pearson Metropark Restroom...

SPECIFICATIONS FOR:

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OREGON, OHIO

ISSUED FOR BID + PERMITS

2013.01.18

PREPARED BY:

500 Madison Avenue

Toledo, Ohio 43604

Phone: 419.242.7405

Fax: 419.242.7400

Pearson Restroom Facility – Metroparks of the Toledo Area

CAST�IN�PLACE CONCRETE 03 3000 � 1

SECTION 03 3000 � CAST�IN�PLACE CONCRETE

PART 1 � GENERAL

1.1 SECTION REQUIREMENTS

A. Submittals: Product Data, concrete mix designs, field quality�control test and inspection

reports, and submittals required by ACI 301.

B. Ready�Mixed Concrete Producer Qualifications: ASTM C 94/C 94M.

C. Comply with ACI 301, "Specification for Structural Concrete"; ACI 117, "Specifications for

Tolerances for Concrete Construction and Materials"; and CRSI's "Manual of Standard

Practice."

PART 2 � PRODUCTS

2.1 MATERIALS

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

B. Plain Steel Wire: ASTM A 82, as drawn.

C. Plain�Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as�drawn steel wire

into flat sheets.

D. Portland Cement: ASTM C 150, Type I or II.

E. Fly Ash: ASTM C 618, Type C or F.

F. Aggregates: ASTM C 33, uniformly graded.

G. Air�Entraining Admixture: ASTM C 260.

H. Chemical Admixtures: ASTM C 494, water reducing, high�range water reducing, water

reducing and non�chlorine accelerating, and/or water reducing and retarding, as required. Do

not use calcium chloride or admixtures containing calcium chloride.

I. Plastic Vapor Retarder: ASTM E 1745, Class C. Include manufacturer's recommended

adhesive or pressure�sensitive joint tape and mastic.

1. Available (Class C) Products:

a. Fortifiber Corporation; Moistop Ultra 6.

b. Raven Industries Inc.; Dura Skrim 8.

c. Stego Industries, LLC; Stego Wrap, 10 mils.

d. W. R. Meadows, Inc.; Perminator Under Slab Vapor�Mat, 10 mils.



J. Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448,

Size 57, with 100 percent passing a 1�1/2�inch (37.5�mm) sieve and 0 to 5 percent passing a

No. 8 (2.36�mm) sieve.

K. Joint�Filler Strips: ASTM D 1751, asphalt�saturated cellulosic fiber, or ASTM D 1752, cork or

self�expanding cork.

L. Moisture�Retaining Cover: ASTM C 171, polyethylene film or white burlap�polyethylene

sheet.

2.2 MIXES

A. Comply with ACI 301 requirements for concrete mixtures.

B. Normal�Weight Concrete: Prepare design mixes, proportioned according to ACI 301, as

follows:

1. Minimum Compressive Strength (at 28 days):

a. Footings: 3000 psi.

1) Maximum Water�Cementitious Materials Ratio: 0.50.

b. Foundation Walls: 3500 psi.


c. Slabs�on�grade: 3500 psi.

1) Minimum Cementitious Materials Content: 520 lb/cu. yd.

d. Site Concrete Not Specified In Other Sections: 4500 psi.


2. Slump Limit: 4 inches, or 8 inches for concrete with verified slump of 2 to 4 inches

before adding high�range water�reducing admixture or plasticizing admixture, plus or

minus 1 inch.

3. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of

floor slabs to receive troweled finishes to exceed 3 percent.

C. Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M.

1. When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.



PART 3 � EXECUTION

3.1 CONCRETING

A. Construct formwork according to ACI 301 and maintain tolerances and surface irregularities

within ACI 347R limits of Class A, 1/8 inch for concrete exposed to view and Class C, 1/2 inch

for other concrete surfaces.

B. Chamfer exterior corners and edges of permanently exposed concrete.

C. Place vapor retarder on prepared subgrade, with joints lapped 6 inches and sealed.

D. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting

reinforcement.

E. Construction Joints: Install so strength and appearance of concrete are not impaired, at

locations indicated or as approved by Architect.

F. Contraction Joints in Slabs�on�Grade: Form weakened�plane contraction joints, sectioning

concrete into areas as indicated, or if not indicated at approximately 12ft to 15ft maximum

spacings, both directions. Construct contraction joints for a depth equal to at least one�fourth of

concrete thickness.

G. Isolation Joints in Slabs�on�Grade: After removing formwork, install joint�filler strips at slab

junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and

other locations, as indicated.

1. Extend joint�filler strips full width and depth of joint, terminating flush with finished

concrete surface, unless otherwise indicated.

2. Terminate full�width joint�filler strips not less than 1/2 inch or more than 1 inch below

finished concrete surface where joint sealants, specified in Division 07 Section "Joint

Sealants," are indicated.

3. Install joint�filler strips in lengths as long as practicable. Where more than one length is

required, lace or clip sections together.

H. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment.

I. Protect concrete from physical damage, premature drying, and reduced strength due to hot or

cold weather during mixing, placing, and curing.

J. Formed Surface Finish: Smooth�formed finish for concrete exposed to view, coated, or covered

by waterproofing or other direct�applied material; rough�formed finish elsewhere.

K. Slab Finishes: Comply with ACI 302.1R for screeding, restraightening, and finishing

operations for concrete surfaces. Do not wet concrete surfaces. Provide the following finishes:

1. Troweled finish for floor surfaces and floors to receive floor coverings, paint, or other

thin film�finish coatings.

2. Stamped concrete where indicated on the drawings. Pattern to be selected by owner.



3. Finish surfaces to the following tolerances, according to ASTM E 1155, for a randomly

trafficked floor surface, unless floor finish manufacturer’s requirements are greater:

4. Nonslip�broom finish to exterior concrete platforms, steps, and ramps.

L. Cure formed surfaces by moist curing for at least seven days.

M. Begin curing concrete slabs after finishing. Keep concrete continuously moist for at least seven

days.

1. Membrane�forming curing compound may be applied to concrete only in concealed

locations, and is NOT to be used on Floor Slabs.

N. Testing and Inspecting: Engage a qualified testing and inspecting agency to perform tests and

inspections and to submit reports, including Special Inspection reports.

1. Concrete Tests: Testing of composite samples of fresh concrete obtained according to

ASTM C 172 shall be performed according to the following requirements:

a. Testing Frequency: Obtain one composite sample for each day's pour of each

concrete mixture exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m),

plus one set for each additional 50 cu. yd. (38 cu. m) or fraction thereof.

1) When frequency of testing will provide fewer than five compressive�

strength tests for each concrete mixture, testing shall be conducted from at

least five randomly selected batches or from each batch if fewer than five

are used.

b. Slump.

c. Air Content.

d. Concrete Temperature.

e. Unit Weight.

f. Compression Test Specimens: ASTM C 31/C 31M.

1) Cast and laboratory cure two sets of two standard cylinder specimens for

each composite sample.

g. Compressive�Strength Tests: ASTM C 39/C 39M; test one set of two laboratory�

cured specimens at 7 days and one set of two specimens at 28 days.

1) Strength of each concrete mixture will be satisfactory if every average of

any three consecutive compressive�strength tests equals or exceeds specified

compressive strength and no compressive�strength test value falls below

specified compressive strength by more than 500 psi (3.4 MPa).

h. Test results shall be reported in writing to Architect, concrete manufacturer, and

Contractor within 48 hours of testing.

i. Additional Tests: Testing and inspecting agency shall make additional tests of

concrete when test results indicate that slump, air entrainment, compressive

strengths, or other requirements have not been met, as directed by Architect.

j. Additional testing and inspecting, at Contractor's expense, will be performed to

determine compliance of replaced or additional work with specified requirements.



k. Correct deficiencies in the Work that test reports and inspections indicate does not

comply with the Contract Documents.

O. Protect concrete from damage. Repair surface defects in formed concrete and slabs.

END OF SECTION 03 3000


UNIT MASONRY 04 2000 � 1

SECTION 04 2000 � UNIT MASONRY

PART 1 � GENERAL


A. See Division 05 Section "Metal Fabrications" for furnishing steel lintelsfor unit masonry.

B. Submittals:

1. Samples for decorative concrete masonry units, face brick, precast trim, and colored

mortar.

2. Material Certificates: For each type of product indicated. Include statements of material

properties indicating compliance with requirements.

C. Comply with ACI 530.1/ASCE 6/TMS 602.

PART 2 � PRODUCTS

2.1 MASONRY UNITS

A. Concrete Masonry Units: ASTM C 90; Weight Classification, Normal Weight.

1. Special shapes for lintels, corners, jambs, sash, control joints, and other special

conditions.

2. Bullnose units for outside corners, unless otherwise indicated.

2.2 MORTAR AND GROUT

A. Mortar: ASTM C 270, proportion specification.

1. Limit cementitious materials in mortar to portland cement and lime.

2. Do not use masonry cement or plastic cement.

3. Do not use calcium chloride in mortar.

4. For masonry below grade or in contact with earth, use Type M or S.

5. For reinforced masonry, use Type S.

6. For masonry veneers and at pre�cast trim units, use Type N.

7. For exterior, above�grade, load�bearing and non�load�bearing walls and parapet walls; for

interior load�bearing walls; for interior non�load�bearing partitions, and for other

applications where another type is not indicated, use Type S.

B. Grout: ASTM C 476 with a slump of 8 to 11 inches.



2.3 REINFORCEMENT, TIES, AND ANCHORS

A. Steel Reinforcing Bars: ASTM A 615/A 615M, Grade 60.

B. Joint Reinforcement: ASTM A 951.

1. Coating: Hot�dip galvanized at both interior and exterior walls.

2. Wire Diameter for Side Rods: W1.7 or 0.148 inch.

3. Wire Diameter for Cross Rods: W1.7 or 0.148 inch.

4. For single�wythe masonry, provide either ladder design or truss design.

2.4 EMBEDDED FLASHING MATERIALS

A. Metal Flashing: Provide metal flashing, where flashing is exposed or partly exposed and where

indicated, complying with SMACNA's "Architectural Sheet Metal Manual,Division 07 Section

"Sheet Metal Flashing and Trim,” and as follows:

1. Stainless Steel: ASTM A 240/A 240M, Type 304, 0.016 inch thick, minimum.

2. Fabricate continuous flashings in sections 96 inches long minimum, but not exceeding

12 feet. Provide splice plates at joints of formed, smooth metal flashing.

3. Metal Drip Edges: Fabricate from stainless steel. Extend at least 3 inches into wall and

1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed.

a. Round or chamfer exposed corners to eliminate sharp projections near pedestrian

ways, for all metal drip edges to at least 72 inches above grade.

B. Flexible Flashing: For flashing not exposed to the exterior, use the following, unless otherwise

indicated:

1. Flexible Flashing: Elastomeric thermoplastic composite flashing product consisting of a

polyester�reinforced ethylene interpolymer alloy; self�adhesive sheet with overall

thickness of 40 mils. Provide Hohmann & Barnard, Inc.; Flex�Flash or a comparable

product approved by Architect.

a. Fabricate metal drip edges for flexible flashings extending at least 3 inches into

wall and 1/2 inch out from wall, with outer edge bent down 30 degrees and

hemmed.

1) Round or chamfer exposed corners to eliminate sharp projections near

pedestrian ways, to at least 72 inches above grade.

2.5 MISCELLANEOUS MASONRY ACCESSORIES

A. Compressible Filler: Premolded strips complying with ASTM D 1056, Grade 2A1; formulated

from neoprene. Unless otherwise indicated, applications include, but are not limited to, the

following:

1. Joints between the top of unrated masonry walls and the underside of structural steel or

roof/floor deck.



2. Unrated floor to floor, wall to wall, and floor to wall expansion/movement joints where a

specific joint assembly is not called for.

3. Other areas as indicated.

B. Preformed Control�Joint Gaskets: Designed to fit standard sash block and to maintain lateral

stability in masonry wall; made from styrene�butadiene rubber compound, complying with

ASTM D 2000, Designation M2AA�805.

C. Weep Holes: Plastic extrusion, full height and width of head joint.

1. Round Plastic Weep/Vent Tubing (At Sills Only): Medium�density polyethylene, 3/8�

inch OD by 4 inches long, with absorbent rope, made from cotton or UV�resistant

synthetic fiber.

D. Cavity Drainage Material: Free�draining mesh, made from polymer strands that will not

degrade within the wall cavity.

1. Provide one of the following configurations:

a. Strips, full�depth of cavity and 10 inches wide, with dovetail shaped notches 7

inches deep that prevent mesh from being clogged with mortar droppings.

b. Strips, not less than 1�1/2 inches thick and 10 inches wide, with dimpled surface

designed to catch mortar droppings and prevent weep holes from being clogged

with mortar.

2. Where cavities are less than 1�inch clear, provide the following:

a. Sheets or strips full depth of cavity and installed to full height of cavity.

3. Available Products:

a. Strips:

1) Advanced Building Products Inc.; Mortar Break II.

2) Mortar Net USA, Ltd.; Mortar Net.

b. Sheets:

1) Archovations, Inc.; CavClear Masonry Mat.

E. Extruded�Polystyrene Board Cavity Wall Insulation: ASTM C 578, Type IV.

1. Elastomeric Sealant: ASTM C 920, chemically curing urethane sealant; of type, grade,

class, and use classifications required to seal joints in cavity wall insulation and remain

watertight.

2. Seam Tapes: Type recommended by insulation board manufacturer for bonding

insulation sheets to each other and to substrates.

F. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry

unit cells with loops for holding reinforcing bars in center of cells. Units are formed from

0.142�inch steel wire, hot�dip galvanized after fabrication. Provide units with either two loops

or four loops as needed for number of bars indicated.




3.1 INSTALLATION, GENERAL

A. Cut masonry units with saw. Install with cut surfaces and, where possible, cut edges concealed.

B. Mix units for exposed unit masonry from several pallets or cubes as they are placed to produce

uniform blend of colors and textures.

C. Stopping and Resuming Work: Rack back units; do not tooth.

D. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams,

lintels, posts, and similar items, unless otherwise indicated.

E. Build non�load�bearing interior partitions full height of story to underside of solid floor or roof

structure above, unless otherwise indicated.

1. Install compressible filler in joint between top of partition and underside of structure

above.

a. Seal edges where necessary for smoke proof partitions.

2. Fasten partition top anchors to structure above and build into top of partition. Grout cells

of CMUs solidly around plastic tubes of anchors and push tubes down into grout to

provide 1/2�inch clearance between end of anchor rod and end of tube. Space anchors 48

inches o.c., unless otherwise indicated.

3. At fire�rated partitions, treat joint between top of partition and underside of structure

above to comply with Division 07 Section "Fire�Resistive Joint Systems."

F. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in

running bond; do not use units with less than nominal 4�inch horizontal face dimensions at

corners or jambs.

G. Tool exposed joints slightly concave when thumbprint hard, unless otherwise indicated.

H. Keep cavities clean of mortar droppings and other materials during construction.

I. Set trim units in full bed of mortar with full vertical joints, unless otherwise indicated.

1. Clean soiled surfaces with fiber brush and soap powder and rinse thoroughly with clear

water.

2. If not indicated, set units with joints 1/4 to 3/8 inch wide.

3. Build anchors and ties into mortar joints as units are set.

4. Fill dowel, anchor, and similar holes.

5. Build concealed flashing into mortar joints as units are set.

6. Keep head joints in coping and other units with exposed horizontal surfaces open to

receive sealant.

7. Wet joint surfaces thoroughly before applying mortar.

J. Prepare joints indicated to receive sealant and apply sealant of type and at locations indicated to

comply with applicable requirements in Division 07 Section "Joint Sealants."



1. Prime precast surfaces to receive sealant and install compressible backer rod in joints

before applying sealant, unless otherwise indicated.

3.2 CONTROL AND EXPANSION JOINTS

A. General: Install control and expansion joint materials in unit masonry as masonry progresses.

Do not allow materials to span control and expansion joints without provision to allow for in�

plane wall or partition movement.

1. Install control and expansion joints as recommended by NCMA and BIA, as indicated on

Drawings, or where not indicated, in specific locations approved by Architect for visual

effect.

3.3 LINTELS

A. Install lintels where indicated.

B. Minimum bearing of 8 inches at each jamb, unless otherwise indicated.

3.4 FLASHING AND WEEP HOLES

A. Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other

obstructions to the downward flow of water in the wall, and where indicated.

B. Place through�wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations

in flashing before covering with mortar.

1. At lintels and shelf angles, extend flashing a minimum of 6 inches into masonry at each

end. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2

inches to form end dams.

2. Install metal drip edges beneath flexible flashing at exterior face of wall. Stop flexible

flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of

metal drip edge.

C. Place cavity drainage material in cavities to comply with configuration requirements for cavity

drainage material in Part 2 "Miscellaneous Masonry Accessories" Article.

D. Trim wicking material used in weep holes flush with outside face of wall after mortar has set.

E. Space weep holes 24 inches o.c., unless otherwise indicated.

1. Space weep holes 16 inches o.c., unless otherwise indicated.

3.5 REINFORCED UNIT MASONRY INSTALLATION

A. Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 6/TMS 602.

B. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough

strength to resist grout pressure.



1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout

placement, including minimum grout space and maximum pour height.

3.6 FIELD QUALITY CONTROL

A. Inspectors: Owner will engage qualified independent inspectors to perform inspections and

prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform

inspections.

1. Place grout only after inspectors have verified compliance of grout spaces and grades,

sizes, and locations of reinforcement.

B. Testing Agency: engage a qualified independent testing and inspecting agency to perform field

tests and inspections indicated below and prepare test reports:

1. Payment for these services will be made by CONTRACTOR.

2. Retesting of materials failing to comply with specified requirements shall be done at

Contractor's expense.

C. Testing Frequency: One set of tests for each 5000 sq. ft. of wall area or portion thereof.

D. Mortar Test: For each mix provided, per ASTM C 780. Test mortar for compressive strength.

E. Grout Test: For each mix provided, per ASTM C 1019. Test grout for compressive strength.

3.7 CLEANING

A. Clean masonry as work progresses. Remove mortar fins and smears before tooling joints.

B. Final Cleaning: After mortar is thoroughly cured, clean exposed masonry.

1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes

or chisels.

2. Test cleaning methods on sample wall panel; leave one�half of panel uncleaned for

comparison purposes. Obtain Architect's approval of sample cleaning before proceeding

with cleaning of masonry.

3. Clean concrete masonry by cleaning method indicated in NCMA TEK 8�2A applicable to

type of stain on exposed surfaces.



MISCELLANEOUS ROUGH CARPENTRY 06 1053 � 1

SECTION 06 1053 � MISCELLANEOUS ROUGH CARPENTRY

PART 1 � GENERAL


A. Submittals: Model code evaluation reports for treated wood.

PART 2 � PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency.

2.2 TREATED MATERIALS

A. Preservative�Treated Materials: AWPA C2.

1. Use treatment containing no arsenic or chromium.

2. Kiln�dry lumber after treatment to a maximum moisture content of 19 percent.

3. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC

Board of Review.

B. Provide preservative�treated materials for items indicated on Drawings, and the following:

1. Wood members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Concealed members in contact with masonry or concrete.

3. Wood framing members that are less than 18 inches (460 mm) above the ground.

4. Wood floor plates that are installed over concrete slabs�on�grade.

2.3 LUMBER

A. Concealed Boards: Hem�fir or hem�fir (north), Construction or No. 2 Common: NLGA,

WCLIB, or WWPA; Spruce�pine�fir (south) or spruce�pine�fir, Construction or No. 2 Common:

NeLMA, NLGA, WCLIB, or WWPA; NELMA; Northern species, No. 2 Common: NLGA;

with 19 percent maximum moisture content.

B. Exposed Boards: Eastern white, Idaho white, lodgepole, ponderosa, or sugar pine, Premium or

2 Common (Sterling): NeLMA, NLGA, WCLIB, or WWPA; Mixed southern pine, No. 1:

SPIB; Hem�fir, Select Merchantable or No. 1 Common: NLGA, WCLIB, or WWPA; or Spruce�

pine�fir, Select Merchantable or No. 1 Common: NeLMA, NLGA, WCLIB, or WWPA; with 19

percent maximum moisture content.



C. Miscellaneous Lumber: Construction, Stud, or No. 3 grade with 19 percent maximum moisture

content of any species. Provide for nailers, blocking, and similar members.

1. For blocking and nailers used for attachment of other construction, select and cut lumber

to eliminate knots and other defects that will interfere with attachment of other work.

2. Nailers and plates used in conjunction with roofing systems to be Structural No. 2 grade

or better, and of Southern Pine, Douglas Fir, or other approved species.

a. Nailers and plates shall be anchored to resist a minimum force of 200 pounds per

lineal foot in any direction, unless requirements of roof system, accessory, or

specialty manufacturer’s, [or] authorities having jurisdiction, or current Factory

Mutual Loss Prevention Data Sheet 1�49, are more stringent.

2.4 PLYWOOD BACKING PANELS

A. Telephone and Electrical Equipment Backing Panels: Plywood, Exposure 1, C�D Plugged, not

less than 1/2 inch thick.

2.5 FASTENERS

A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground

contact, or in area of high relative humidity, provide fasteners with hot�dip zinc coating

complying with ASTM A 153/A 153M or of Type 304 stainless steel.

1. All fasteners used with preservative�treated materials to be of Type 304 stainless steel.

2.6 METAL FRAMING ANCHORS

A. Galvanized Steel Sheet: Hot�dip, zinc�coated steel sheet complying with

ASTM A 653/A 653M, G60 coating designation.

2.7 MISCELLANEOUS MATERIALS

A. Adhesives for Gluing to Concrete or Masonry: Formulation complying with ASTM D 3498

that is approved for use indicated by adhesive manufacturer.

1. Use adhesives that have a VOC content of 70 g/L or less when calculated according to

40 CFR 59, Subpart D (EPA Method 24).


3.1 INSTALLATION

A. Set miscellaneous rough carpentry to required levels and lines, with members plumb, true to

line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements

for attaching other construction.



B. Metal Framing Anchors: Install metal framing to comply with manufacturer's written

instructions.

C. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities where

equivalent protection is not provided by other construction.

D. Securely attach miscellaneous rough carpentry to substrates, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in the Ohio Building Code, most recent edition.

E. Select fasteners of size that will not fully penetrate members where opposite side will be

exposed to view or will receive finish materials. Make tight connections between members.

Install fasteners without splitting wood; do not countersink nail heads, unless otherwise

indicated.



SHEATHING 06 1600 1

SECTION 06 1600 SHEATHING

PART 1 GENERAL


A. Submittals: Model code evaluation reports for preservative treated plywood, fire retardant

treated plywood, and building wrap.

B. Fire Test Response Characteristics: For assemblies with fire resistance ratings, provide

materials and construction identical to those of assemblies tested for fire resistance per

ASTM E 119 by a testing and inspecting agency acceptable to authorities having

jurisdiction.

1. Fire Resistance Ratings: Indicated by design designations from UL's "Fire Resistance

Directory."

PART 2 PRODUCTS

2.1 WOOD PANEL PRODUCTS, GENERAL

A. Plywood: Either DOC PS 1 or DOC PS 2, unless otherwise indicated.

2.2 TREATED PLYWOOD

A. Preservative Treated Plywood: AWPA C9.

1. Use treatment acceptable to authorities having jurisdiction and containing no arsenic

or chromium.

2. Kiln dry plywood after treatment to a maximum moisture content of 15 percent.

B. Provide preservative treated plywood for items indicated on Drawings and plywood in

contact with masonry or concrete or used with roofing, flashing, vapor barriers, and

waterproofing.

2.3 ROOF SHEATHING

A. Plywood Roof Sheathing: Exterior, Structural I sheathing.

2.4 MISCELLANEOUS PRODUCTS

A. Fasteners: Size and type indicated.


SHEATHING 06 1600 2

1. For roof and wall sheathing, provide fasteners with hot dip zinc coating complying

with ASTM A 153/A 153M or of Type 304 stainless steel.

B. Water Resistive Vapor Permeable Air Barrier (Basis of Design):

1. Primary water resistive air barrier sheet membrane shall be RevealShield® Water

Resistive Vapor Permeable Air Barrier Sheet by VaproShield, a zero VOC

mechanically attached water resistive, vapor permeable air barrier sheet membrane

consisting of multiple layers of UV stabilized material with integrated tape at

horizontal seams, having the following properties:

a. Color: Black with allowable UV exposure for 180 days total before being

covered by cladding

b. Air Leakage: < 0.00004 cfm/sq.ft. (0.0002 L/s/sq.m) when tested in accordance

with ASTM E 2178 and < 0.000034 cfm/sq.ft. (0.00017 L/s/sq.m) when tested

in accordance with ASTM E 283

c. Water Vapor Permeance tested to ASTM E 96 Method B: 42 perms (262.6

g/m2

d. Water Resistance tested to AATCC 127, 550 mm hydrostatic head for 5 hours:

No leakage

e. Tensile Strength tested to ASTM D 828: 44.8 lbf/inch (68 N/mm), machine

direction; 21.3 lbf/inch (37.3 N/mm), cross machine direction

f. Application Temperature: No temperature restrictions

g. Surface Burning Characteristics tested to ASTM E 84: Class A, Flame spread

index of less than 10, Smoke development index of less than 135

h. Physical Dimensions: 0.020 inches (0.51 mm) thick and 59 inches (1.5 m)

wide and 5 oz per sq. yd. (170 g/sq. m).

2. Building Wrap Tape: Pressure sensitive plastic tape recommended by building wrap

manufacturer for sealing joints and penetrations in building wrap.

3. Follow Vaprosheild’s written installation instructions including all required

miscellaneous fasteners, sealants and accessories for a complete system.

C. Adhesives for Field Gluing Panels to Framing: APA AFG 01.

D. Flexible Flashing: Adhesive rubberized asphalt compound, bonded to polyethylene film,

with an overall thickness of 0.040 inch.

E. Primer for Flexible Flashing: Product recommended by manufacturer of flexible flashing for

substrate.

PART 3 EXECUTION

3.1 INSTALLATION

A. Securely attach to substrates, complying with the following:


SHEATHING 06 1600 3

1. Table 2304.9.1, "Fastening Schedule," in the "Ohio Building Code."

B. Fastening Methods:

1. Wall and Roof Sheathing:

a. Nail to wood framing.

C. Building Wrap Installation:

1. Follow Vaprosheild’s written installation instructions, including all required

miscellaneous fasteners, sealants and accessories for a complete system.

D. Apply flexible flashing where indicated to comply with manufacturers written instructions.



FINISH CARPENTRY 062000 � 1

SECTION 062000 � FINISH CARPENTRY

PART 1 � PRODUCTS

1.1 MATERIALS, GENERAL

A. Lumber: DOC PS 20 and grading rules of inspection agencies certified by American Lumber

Standards Committee Board of Review.

B. Softwood Plywood: DOC PS 1.

C. Hardwood Plywood: HPVA HP�1.

1.2 EXTERIOR FINISH CARPENTRY

A. Exterior Lumber: Saw�textured, Grade B, western red cedar

1. Maximum Moisture Content: 19 percent.

B. Lumber Siding: Kiln�dried, Grade B, western red cedar


A. Fasteners for Exterior Finish Carpentry: hot�dip galvanized steel

B. Glue: Aliphatic�resin, polyurethane, or resorcinol wood glue recommended by manufacturer.

1. Use waterproof resorcinol glue for exterior applications.

C. Insect Screening for Soffit Vents: PVC�coated glass�fiber fabric


2.1 INSTALLATION

A. Condition finish carpentry in installation areas for 24 hours before installing.

B. All exposed lumber on the exterior to be unfinished.

C. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to

fit adjoining work. Refinish and seal cuts.

D. Install standing and running trim with minimum number of joints practical, using full�length

pieces from maximum lengths of lumber available. Stagger joints in adjacent and related trim.

Cope at returns and miter at corners.


FINISH CARPENTRY 062000 � 2

E. Nail siding at each stud. Do not allow nails to penetrate more than one thickness of siding,

unless otherwise recommended by siding manufacturer. Seal joints at inside and outside

corners and at trim locations.

END OF SECTION 062000


INTERIOR ARCHITECTURAL WOODWORK 064023 � 1

SECTION 064023 � INTERIOR ARCHITECTURAL WOODWORK

PART 1 � GENERAL


A. Submittals: Samples showing the full range of colors, textures, and patterns available for each

type of finish.

B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality

Standards."

C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet

work is completed, and HVAC system is operating.

PART 2 � PRODUCTS

2.1 MATERIALS

A. Hardboard: AHA A135.4. Moisture Resistant

B. Medium�Density Fiberboard: ANSI A208.2, Grade 130, made with binder containing no urea

formaldehyde. Moisture Resistant

C. Softwood Plywood: DOC PS 1. Moisture Resistant

D. High�Pressure Decorative Laminate: NEMA LD 3.

1. Products:

a. Wilsonart – Color: Asian Night, 7949K�18, Skyline Walnut� 7964K�12 or as

selected by owner

b. Nevemar

c. Formica

E. Solid�Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with

ISSFA�2.

1. Products:

a. Corain – Color: Earth or as selected by owner.

b. Wilsonart Solid Surfaces

c. Formica Solid Surface



2.2 CABINET HARDWARE AND ACCESSORY MATERIALS

A. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 135 degrees of

opening.

B. Wire Pulls: Back mounted, solid 5 inches (127 mm) long, 2�1/2 inches (63.5 mm) deep, and

5/16 inch (8 mm) in diameter.

C. Catches: Ball friction catches, BHMA A156.9, B03013.

D. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081.

E. Door Locks: BHMA A156.11, E07041.

F. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number indicated.

1. Finish: Satin Chrome: BHMA 626 or BHMA 652.

G. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to 15

percent moisture content.

2.3 INTERIOR WOODWORK

A. Complete fabrication to maximum extent possible before shipment to Project site. Disassemble

components only as necessary for shipment and installation. Where necessary for fitting at site,

provide ample allowance for scribing, trimming, and fitting. Provide exterior glue for

kitchenette alternate.

B. Plastic�Laminate Cabinets: Custom grade.

1. AWI Type of Cabinet Construction: Flush overlay.

2. Laminate Cladding: Horizontal surfaces other than tops, HGS; postformed surfaces,

HGP; vertical surfaces, HGS; Edges, HGS; semiexposed surfaces, VGS.

C. Solid�Surfacing Material Countertops: Custom grade.

1. Solid�Surfacing Material Thickness: 1/2 inch (13 mm).

2. Fabricate tops in one piece with shop�applied backsplashes and edges.

3. Install integral sink bowls in countertops in shop.


3.1 INSTALLATION

A. Before installation, condition woodwork to average prevailing humidity conditions in

installation areas.

B. Install woodwork to comply with referenced quality standard for grade specified.



C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims.

Install level and plumb (including tops) to a tolerance of 1/8 inch in 96 inches (3 mm in 2400

mm).

D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish

at cuts.

E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Fasten with

countersunk concealed fasteners and blind nailing. Use fine finishing nails or finishing screws

for exposed nailing, countersunk and filled flush with woodwork.

F. Cabinets: Install so doors and drawers are accurately aligned. Adjust hardware to center doors

and drawers in openings and to provide unencumbered operation.

G. Anchor countertops securely to base units. Seal space between backsplash and wall.



THERMAL INSULATION 07 2100 � 1

SECTION 07 2100 � THERMAL INSULATION

PART 1 � GENERAL


A. Submittals: Product Data.

B. Surface�Burning Characteristics: ASTM E 84, and as follows:

1. Flame�Spread Index: 25 or less where exposed; otherwise, as indicated in Part 2

"Insulation Products" Article.

2. Smoked�Developed Index: 450 or less.

PART 2 � PRODUCTS

2.1 INSULATION PRODUCTS

A. Extruded�Polystyrene Board Insulation: ASTM C 578, Type IV with flame�spread index of 75

or less.

B. Mineral�Fiber�Blanket Insulation: ASTM C 665, Type I, unfaced with fibers manufactured

from glass, with flame�spread index of 25 or less.

1. Where glass�fiber blanket insulation is indicated by the following thicknesses, provide

blankets in batt or roll form with thermal resistances indicated:

a. 3�5/8 inches thick with a thermal resistance of 11 deg F x h x sq. ft./Btu at 75

deg F.

b. 6�1/2 inches thick with a thermal resistance of 19 deg F x h x sq. ft./Btu at 75

deg F.

c. 10 inches thick with a thermal resistance of 30 deg F x h x sq. ft./Btu at 75 deg F.

2.2 ACCESSORIES

A. Vapor Retarder: Polyethylene, 6 mils thick.

B. Vapor�Retarder Tape: Pressure�sensitive tape of type recommended by vapor�retarder

manufacturer for sealing joints and penetrations in vapor retarder.

C. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation

securely to substrates indicated without damaging insulation and substrates.

D. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed to fit between

roof framing members and to provide cross�ventilation between attic spaces and vented eaves.


THERMAL INSULATION 07 2100 � 2


3.1 INSTALLATION

A. Comply with insulation manufacturer's written instructions applicable to products and

application indicated.

B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any

time to ice, rain, and snow.

C. Install insulation in areas and in thicknesses indicated or required to produce R�values indicated.

Cut and fit tightly around obstructions and fill voids with insulation.

D. Except for loose�fill insulation and insulation that is friction fitted in stud cavities, bond units to

substrate with adhesive or use mechanical anchorage to provide permanent placement and

support of units.

E. Water�Piping Coordination: If water piping is located within insulated exterior walls,

coordinate location of piping to ensure that it is placed on warm side of insulation and insulation

encapsulates piping.

F. For preformed insulating units, provide sizes to fit applications indicated and selected from

manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units

to produce thickness indicated unless multiple layers are otherwise shown or required to make

up total thickness.

G. Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in

place with adhesives or other anchorage. Locate seams at framing members, overlap, and seal

with tape.



SHEET METAL FLASHING AND TRIM 07 6200 � 1

SECTION 07 6200 � SHEET METAL FLASHING AND TRIM

PART 1 � GENERAL

1. Formed steep�slope roof flashing and trim.

2. Formed wall flashing and trim.

3. Formed equipment support flashing.

B. Related Sections include the following:

1. Division 04 Section "Unit Masonry" for installing through�wall flashing, reglets, and

other sheet metal flashing and trim.

2. Division 06 Section "Miscellaneous Rough Carpentry" for wood nailers, curbs, and

blocking.

3. Division 07 Section "Metal Roofing" for installing sheet metal flashing and trim integral

with roofing.

4. Division 07 Section "Joint Sealants" for field�applied sheet metal flashing and trim

sealants.


A. Submittals: Product Data and Samples.

1. Thermal Movements: Provide sheet metal flashing and trim that allow for thermal

movements resulting from the following maximum change (range) in ambient and

surface temperatures by preventing buckling, opening of joints, hole elongation,

overstressing of components, failure of joint sealants, failure of connections, and other

detrimental effects. Provide clips that resist rotation and avoid shear stress as a result of

sheet metal and trim thermal movements. Base engineering calculation on surface

temperatures of materials due to both solar heat gain and nighttime�sky heat loss.

a. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.

2. Water Infiltration: Provide sheet metal flashing and trim that do not allow water

infiltration to building interior.

B. Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and

profiles shown unless more stringent requirements are indicated.

C. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining

construction to provide a leakproof, secure, and noncorrosive installation.

PART 2 � PRODUCTS

2.1 SHEET METAL

A. Galvalume sheet, Steel Sheet, 55% Aluminum�Zinc Alloy�Coated by the Hot�Dip Process

0.0276 inch (24 ga.) thick.



2.2 FLASHING AND TRIM

A. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's

"Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other

characteristics of the item indicated.

B. Roof Sheet Metal Fabrications: Provide fabrications as follows:

1. Base Flashing: Fabricate from the following material:

a. Galvalume: 0.0276 inch (24 ga.) thick, minimum.

2. Roof�Penetration Flashing: Fabricate from the following material:


3. Apron, Step, Cricket, and Backer Flashing: Fabricate from the following material:


4. Drip Edges: Fabricate from the following material:


5. Eave, and Rake Flashing: Fabricate from the following material:


2.3 ACCESSORIES

A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings,

separators, sealants, and other miscellaneous items as required for complete sheet metal flashing

and trim installation.

B. Fasteners: Wood screws, annular threaded nails, self�tapping screws, self�locking rivets and

bolts, and other suitable fasteners designed to withstand design loads.

1. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or

factory�applied coating.

2. Fasteners for Flashing and Trim: Blind fasteners or self�drilling screws, gasketed, with

hex washer head.

3. Blind Fasteners: High�strength aluminum or stainless�steel rivets.

4. All fasteners used with preservative�treated materials to be hot�dipped galvanized

complying with ASTM A 153/A 153M or of Type 304 stainless steel, unless otherwise

indicated.

C. Sealing Tape: Pressure�sensitive, 100 percent solids, polyisobutylene compound sealing tape

with release�paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape.

D. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class,

and use classifications required to seal joints in sheet metal flashing and trim and remain

watertight.



E. Bituminous Coating: Cold�applied asphalt mastic, SSPC�Paint 12, compounded for 15�mil dry

film thickness per coat. Provide inert�type noncorrosive compound free of asbestos fibers,

sulfur components, and other deleterious impurities.

F. Roofing Cement: As approved by roof system manufacturer.

G. Slip Sheet: Rosin�sized paper, minimum 3 lb/100 sq. ft..


3.1 INSTALLATION

A. Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion;

set true to line and level. Install Work with laps, joints, and seams permanently watertight and

weatherproof; conceal fasteners where possible.

B. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool

marks.

C. Install sheet metal flashing and trim to fit substrates and to result in watertight performance.

Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.

D. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space

movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or

intersection. Where lapped or bayonet�type expansion provisions cannot be used or would not

be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1

inch deep, filled with elastomeric sealant concealed within joints.

E. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric

sealant to comply with SMACNA standards.

F. Fabricate nonmoving seams in sheet metal with flat�lock seams, and seal or solder as indicated.

1. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin

edges of sheets to be soldered to a width of 1�1/2 inches except where pretinned surface

would show in finished Work.

a. Do not solder prepainted, metallic�coated steel and aluminum sheet.

b. Stainless�Steel Soldering: Pretin edges of uncoated sheets to be soldered using

solder recommended for stainless steel and phosphoric acid flux. Promptly wash

off acid flux residue from metal after soldering.

c. Do not use open�flame torches for soldering. Heat surfaces to receive solder and

flow solder into joints. Fill joints completely. Completely remove flux and spatter

from exposed surfaces.

G. Separation: Separate noncompatible metals or corrosive substrates with a bituminous coating or

other permanent separation.



JOINT SEALANTS 07 9200 � 1

SECTION 07 9200 � JOINT SEALANTS

PART 1 � GENERAL


A. Submittals: Product Data and color Samples.

B. Environmental Limitations: Do not proceed with installation of joint sealants when ambient

and substrate temperature conditions are outside limits permitted by joint sealant manufacturer

or are below 40 deg F.

PART 2 � PRODUCTS

2.1 JOINT SEALANTS

A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are

compatible with one another and with joint substrates under service and application conditions.

B. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply

with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D

(EPA Method 24):

1. Sealants: 250 g/L.

2. Sealant Primers for Nonporous Substrates: 250 g/L.

3. Sealant Primers for Porous Substrates: 775 g/L.

C. Sealant for General Exterior Use, Including Expansion Joints, Where Another Type is Not

Specified or Required:

1. Single�component, neutral�curing silicone sealant, ASTM C 920, Type S; Grade NS;

Class 50; Use Related to Exposure: NT (nontraffic); Uses Related to Joint Substrates: M,

G, A, and O.

a. Use O Joint Substrates: Color anodic aluminum, aluminum coated with a high�

performance coating, galvanized steel, brick, granite, limestone, marble, and

concrete.

2. Stain�Test�Response Characteristics: Nonstaining to porous substrates per

ASTM C 1248.

D. Sealant for Exterior Traffic�Bearing Joints, Where Slope Precludes Use of Pourable Sealant:

1. Multi�component, nonsag urethane sealant, ASTM C 920, Type M; Grade NS; Class 25;

Uses Related to Exposure: T and NT; Uses Related to Joint Substrates: M, A, and O.

a. Use O Joint Substrates: Color anodic aluminum, galvanized steel, brick, granite,

marble, ceramic tile, and concrete.



E. Sealant for Exterior Traffic�Bearing Joints, Where Slope Allows Use of Pourable Sealant:

1. Multi�component, pourable urethane sealant, ASTM C 920, Type M; Grade P; Class 50;



performance coating, galvanized steel, brick, granite, marble, ceramic tile, wood,

and concrete.

F. Sealant for Vertical Control and Expansion Joints on Exposed Interior Surfaces of Exterior

Walls:

1. Multi�component, nonsag urethane sealant, ASTM C 920, Type M; Grade NS; Class 50,

with movement capability of +/� 50%; Uses Related to Exposure: NT; Uses Related to

Joint Substrates: M, A, and O.



and concrete.

G. Sealant for Use in Interior Joints in Kitchens and Toilet Rooms and Around Plumbing Fixtures:

1. Single�component, mildew�resistant silicone sealant, ASTM C 920, Type S; Grade NS;

Class 25; Uses Related to Exposure: NT; Uses Related to Joint Substrates: M, G, A, and

O; formulated with fungicide.

H. Sealant for Vertical Joints on Exposed Surfaces of Interior Unit Masonry and Concrete Walls

and Partitions:

1. Joint Sealant for joints less than 1/4�inch: Latex sealant, single�component, nonsag,

mildew�resistant, paintable, acrylic�emulsion sealant complying with ASTM C 834.

2. Joint Sealant for joints 1/4�inch or greater: Multi�component, nonsag urethane sealant,

ASTM C 920, Type M; Grade NS; Class 25, with movement capability of +/� 50%; Uses

Related to Exposure: NT; Uses Related to Joint Substrates: M, A, and O.



and concrete.

I. Sealant for Interior Use at Perimeters of Doors, Windows, and Elevator Entrances:

1. Joint Sealant for joints less than 1/4�inch: Latex sealant, single�component, nonsag,

mildew�resistant, paintable, acrylic�emulsion sealant complying with ASTM C 834.

2. Joint Sealant for joints 1/4�inch or greater: Multi�component, nonsag sealant,

ASTM C 920, Type M; Grade NS; Class 25, with movement capability of +/� 50%; Uses

Related to Exposure: NT; Uses Related to Joint Substrates: M, A, and O.



and concrete.

J. Sealant for Interior Control, Expansion, and Isolation Joints in Horizontal Traffic Surfaces of

Exposed Concrete Flooring, Unless Otherwise Directed by Architect:



1. Multi�component, pourable urethane sealant, ASTM C 920, Type M; Grade P; Class 25;




and concrete.

K. Acoustical Sealant for Exposed Interior Joints:

1. Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834.

L. Acoustical Sealant for Concealed Joints:

1. Nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic�rubber sealant

recommended for sealing interior concealed joints to reduce transmission of airborne

sound.

2.2 JOINT�SEALANT BACKING

A. General: Provide sealant backings of material and type that are nonstaining; are compatible

with joint substrates, sealants, primers, and other joint fillers; and are approved for applications

indicated by sealant manufacturer.

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and

otherwise contribute to producing optimum sealant performance.

C. Bond�Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant

manufacturer for preventing sealant from adhering to rigid, inflexible joint�filler materials or

joint surfaces at back of joint.


A. Primer: Material recommended by joint�sealant manufacturer for adhesion of sealant to joint

substrates indicated.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants

and sealant backing materials, free of oily residues or other substances capable of staining or

harming joint substrates and adjacent nonporous surfaces in any way, and formulated to

promote optimum adhesion of sealants to joint substrates.

C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces

adjacent to joints.


3.1 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to

comply with joint�sealant manufacturer's written instructions.



B. Joint Priming: Prime all joint substrates where the sealant manufacturer produces a primer for

that substrate. Apply primer to comply with joint�sealant manufacturer's written instructions.

Confine primers to areas of joint�sealant bond; do not allow spillage or migration onto adjoining

surfaces.

C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining

surfaces that otherwise would be permanently stained or damaged by such contact or by

cleaning methods required to remove sealant smears. Remove tape immediately after tooling

without disturbing joint seal.

3.2 INSTALLATION

A. General: Comply with joint�sealant manufacturer's written installation instructions for products

and applications indicated, unless more stringent requirements apply.

B. Comply with ASTM C 1193.

C. Comply with ASTM C 919 for use of joint sealants in acoustical applications.

D. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or

curing begins, tool sealants according to requirements specified below to form smooth, uniform

beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of

sealant with sides of joint.

1. Remove excess sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by sealant manufacturer and that do not

discolor sealants or adjacent surfaces.

3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise

indicated.

3.3 CLEANING

A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods

and with cleaning materials approved in writing by manufacturers of joint sealants and of

products in which joints occur.



STANDINGSEAM METAL ROOF PANELS 074113.16 1

SECTION 074113.16 STANDINGSEAM METAL ROOF PANELS

1.1 QUALITY ASSURANCE

A. Portable rollforming equipment allowed.

1.2 WARRANTY

A. Special Warranty: Two years.

B. Finishes: 20 years.

C. Weathertightness: 20 years.

1.3 PERFORMANCE REQUIREMENTS

A. Structural Performance: ASTM E 1592.

1. Wind Loads: As indicated on Drawings.

B. Air Infiltration: ASTM E 1680.

C. Water Penetration: ASTM E 1646.

D. HydrostaticHead Resistance: ASTM E 2140.

E. WindUplift Resistance: UL 580.

1. Uplift Rating: UL 60

1.4 PRODUCTS

A. Standing Seam Metal Roof Panels:

1. Profile: Vertical rib, seamed joint.

2. Material: Galvalume sheet, Steel Sheet, 55% AluminumZinc AlloyCoated by the Hot

Dip Process

3. Exterior Finish: Mill

4. Clips: Twopiece floating.

B. Accessories:

1. Flashing and trim.

2. Gutters.

3. Downspouts.

4. Roof curbs.


STANDINGSEAM METAL ROOF PANELS 074113.16 2

1.5 MATERIALS

A. Selfadhering, hightemperature sheet underlayment at perimeter and valleys.

B. Felt underlayment.

C. Slip sheet.

1.6 INSTALLATION

A. Watertight Installation: Sealant or tape at joints.

END OF SECTION 074113.16


HOLLOW METAL DOORS AND FRAMES 08 1113 � 1

SECTION 08 1113 � HOLLOW METAL DOORS AND FRAMES

PART 1 � GENERAL


A. Submittals: Product Data and Shop Drawings.

B. Comply with ANSI/SDI A250.8.

C. Schedule: Provide a schedule of hollow metal work prepared by or under the supervision of

supplier, using same reference numbers for details and openings as those on Drawings.

Coordinate with door hardware schedule.

PART 2 � PRODUCTS

2.1 MATERIALS

A. Cold�Rolled Steel Sheets: ASTM A 1008/A 1008M, suitable for exposed applications.

B. Hot�Rolled Steel Sheets: ASTM A 1011/A 1011M, free of scale, pitting, or surface defects.

C. Metallic�Coated Steel Sheet: ASTM A 653/A 653M, with G40A40 metallic coating.

D. Frame Anchors: ASTM A 591/A 591M, 4OZ coating designation; mill phosphatized.

1. For anchors built into exterior walls, sheet steel complying with ASTM A 1008/A 1008M

or ASTM A 1011/A 1011M, hot�dip galvanized according to ASTM A 153/A 153M,

Class B.

E. Inserts, Bolts, and Fasteners: Hot�dip galvanized according to ASTM A 153/A 153M.

F. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to

ASTM C 143/C 143M.

G. Bituminous Coating: Cold�applied asphalt mastic, SSPC�Paint 12, compounded for 15�mil dry

film thickness per coat. Provide inert�type noncorrosive compound free of asbestos fibers,

sulfur components, and other deleterious impurities.

2.2 HOLLOW METAL DOORS AND FRAMES

A. Available Manufacturers:

1. Benchmark; a division of Therma�Tru Corporation.

2. Ceco Door Products; an Assa Abloy Group company.

3. Curries Company; an Assa Abloy Group company.

4. Steelcraft; an Ingersoll�Rand company.



B. Doors: Complying with ANSI 250.8 for level and model and ANSI A250.4 for physical�

endurance level indicated, 1�3/4 inches thick unless otherwise indicated.

1. Exterior Doors: Level 3 and Physical Performance Level A (Extra Heavy Duty),

Model 1 (Full Flush), metallic�coated steel sheet faces.

a. Thermal�Rated (Insulated) Doors: Unless otherwise indicated,provide exterior

doors with thermal�resistance value (R�value) of not less than 12.3 deg F x h x sq.

ft./Btu when tested according to ASTM C 1363.

2. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement

plates from same material as door face sheets.

C. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.

1. Steel Sheet Thickness for Interior Doors and Borrow Lights: 0.053 inch.

2. Steel Sheet Thickness for Exterior Doors: 0.067 inch.

3. Fabricate interior frames with mitered or coped and continuously welded corners.

4. Fabricate exterior frames from metallic�coated steel sheet, with mitered or coped and

continuously welded corners.

5. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement

plates from same material as frames.

6. Frame and Floor Anchors: Not less than 0.042 inch thick.

D. Door Silencers: Three on strike jambs of single�door frames and two on heads of double�door

frames.

E. Grout Guards: Provide where mortar might obstruct hardware operation.

F. Prepare doors and frames to receive mortised and concealed hardware according to

ANSI A250.6 and ANSI A115 Series standards.

G. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117.

H. Reinforce doors and frames to receive surface�applied hardware.

I. Prime Finish: Manufacturer's standard, factory�applied coat of lead� and chromate�free primer

complying with ANSI/SDI A250.10 acceptance criteria.


3.1 INSTALLATION

A. Install hollow metal frames to comply with ANSI/SDI A250.11.

1. Fire�Rated Frames: Install according to NFPA 80.

B. Install doors to provide clearances between doors and frames as indicated in

ANSI/SDI A250.11.



C. Prime�Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of

prime coat and apply touchup of compatible air�drying rust�inhibitive primer. Use galvanizing

repair paint for metallic coated surfaces.



ALUMINUM�FRAMED ENTRANCES AND STOREFRONTS 084113 � 1

SECTION 084113 � ALUMINUM�FRAMED STOREFRONTS

PART 1 � GENERAL


A. Structural Performance: Provide systems, including anchorage, capable of withstanding loads

indicated.

1. Main�Framing�Member Deflection: Limited to 1/175 of clear span or 3/4 inch (19 mm)

whichever is smaller.

2. Structural Testing: Systems tested according to ASTM E 330 at 150 percent of inward

and outward wind�load design pressures do not evidence material failures, structural

distress, deflection failures, or permanent deformation of main framing members

exceeding 0.2 percent of clear span.

B. Air Infiltration: Limited to 0.06 cfm/sq. ft. (0.03 L/s per sq. m) of system surface area when

tested according to ASTM E 283 at a static�air�pressure difference of 1.57 lbf/sq. ft. (75 Pa)

C. Water Penetration: Systems do not evidence water leakage when tested according to

ASTM E 331 at minimum differential pressure of 20 percent of positive wind�load design

pressure, but not less than 6.24 lbf/sq. ft. (300 Pa)

D. Average U�Factor: Not more than 0.69 Btu/sq. ft. x h x deg F (3.92 W/sq. m x K) per

AAMA 1503.

E. Submittals: Product Data, Shop Drawings, and color Samples.

PART 2 � PRODUCTS

2.1 ALUMINUM�FRAMED STOREFRONTS

A. Products:

1. Oldcastle Building Envelope; Series 3000 Thermal – Front Set

2. Kawneer; TriFab Versa Glaze 451T – Front Set

3. EFCO; Series 433 – Front Set

B. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish

indicated; ASTM B 209 (ASTM B 209M) sheet; ASTM B 221 (ASTM B 221M) extrusions.

C. Glazing: Specified in Division 08 Section "Glazing."

D. Sealants and Joint Fillers: For joints at perimeter of systems as specified in Division 07 Section

"Joint Sealants."


ALUMINUM�FRAMED ENTRANCES AND STOREFRONTS 084113 � 2

E. Framing Members: Manufacturer's standard extruded�aluminum framing members of thickness

required and reinforced as required to support imposed loads.

F. Fasteners and Accessories: Compatible with adjacent materials, corrosion�resistant,

nonstaining, and nonbleeding. Use concealed fasteners except for application of door hardware.

G. Fabrication: Fabricate framing in profiles indicated for flush glazing (without projecting stops).

Provide subframes and reinforcing of types indicated or, if not indicated, as required for a

complete system. Factory assemble components to greatest extent possible. Disassemble

components only as necessary for shipment and installation.

H. Aluminum Finish: Comply with NAAMMs "Metal Finishes Manual for Architectural and

Metal Products." Clear anodic, Architectural Class I: AA�M12C22A41, complying with

AAMA 611


3.1 INSTALLATION

A. Isolate metal surfaces in contact with incompatible materials, including wood, by painting

contact surfaces with bituminous coating or primer, or by applying sealant or tape

recommended by manufacturer.

B. Install components to provide a weatherproof system.

C. Install framing components true in alignment with established lines and grades to the following

tolerances:

1. Variation from Plane: Limit to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/4 inch (6 mm) over

total length.

2. Alignment: For surfaces abutting in line, limit offset to 1/16 inch (1.5 mm). For surfaces

meeting at corners, limit offset to 1/32 inch (0.8 mm).

3. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch (3

mm).



DOOR HARDWARE 08 7100 1

SECTION 08 7100 DOOR HARDWARE

PART 1 GENERAL


A. Submittals: Product Data, Hardware Schedule, and Keying Schedule.

1. Door Hardware Sets: Prepared by or under the supervision of Architectural Hardware

Consultant, detailing fabrication and assembly of door hardware, as well as procedures

and diagrams. Coordinate the final door hardware sets with doors, frames, and related

work to ensure proper size, thickness, hand, function, and finish of door hardware.

2. Keying Schedule: Prepared by or under the supervision of Architectural Hardware

Consultant, detailing Owner's final keying instructions for locks. Coordinate with Owner

to verify keying standard. Include schematic keying diagram and index each key set to

unique door designations.

B. Deliver keys to Owner.

C. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer,

unless otherwise indicated.

D. Accessibility Requirements: Where indicated to comply with accessibility requirements,

comply with the U.S. Architectural & Transportation Barriers Compliance Board's "Americans

with Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)",

most current version adopted by the U.S. Department of Justice.

E. Coordination: Distribute door hardware templates for doors, frames, and other work specified

to be factory prepared for installing door hardware. Check Shop Drawings of other work to

confirm that adequate provisions are made for locating and installing door hardware to comply

with indicated requirements.

PART 2 PRODUCTS

2.1 HARDWARE

A. Available Manufacturers:

1. corbin ruswin

2. schlage

3. Sargent

4. Hager

5. Stanley Commercial



6. IVES Hardware

7. Crown Industrial (for Barn Door Hardware)

B. Hinges:

1. Stainless steel Brass/bronze hinges with stainless steel pins for exterior.

2. Nonremovable hinge pins for exterior and public interior exposure.

3. Ball bearing hinges for doors with closers and entry doors.

4. 3 hinges for 1 3/4 inch thick doors 90 inches or less in height; 4 hinges for doors more

than 90 inches in height.

C. Locksets and Latchsets:

1. BHMA A156.2, Series 4000, Grade 1 (heavy duty commercial) for bored locks and

latches.

2. BHMA A156.3, Grade 1 (heavy duty commercial) for exit devices.

3. BHMA A156.5, Grade 1 (heavy duty commercial) for auxiliary locks.

4. BHMA A156.12, Series 5000, Grade 1 (heavy duty commercial) for interconnected locks

and latches.

5. BHMA A156.13, Series 1000, Grade 1 (heavy duty commercial) for mortise locks and

latches.

6. Lever handles on locksets and latchsets.

7. Provide trim on exit devices matching locksets.

D. Key locks to Owner's new master key system.

1. Cylinders with six pin tumblers and removable cores.

2. Provide cylinders for overhead doors, storefront doors, and other locking doors that do

not require other hardware.

3. Provide construction keying.

E. Operating Trim: BHMA A156.6

1. Unless otherwise indicated, provide either straight or offset pulls, as selected by

Architect, 3/4 inch constant diameter, with minimum clearance of 1 1/2 inches from face

of door; with concealed fasteners at 8 inches o.c.; and flat push plates 0.050 inch thick, 4

inches wide by 16 inches high; with square corners and beveled edges, secured with

exposed screws.

2. Materials: Fabricate from stainless steel, unless otherwise indicated.

F. Closers:

1. Mount closers on interior side (room side) of door opening. Provide regular arm,

parallel arm (preferred), or top jamb mounted closers as necessary.

2. Adjustable delayed opening (accessible to people with disabilities) feature on closers.

G. Metal Protective Trim Units: BHMA A156.6; beveled top and 2 sides; fabricated from the

following material:

1. Material: 0.050 inch thick stainless steel.

H. Provide wall stops or floor stops all doors.



I. Miscellaneous:

1. Door gasketing, including smoke seals at fire rated doors.

2. Drip caps for exterior doors.

3. Thresholds and bottom seals for exterior doors.

J. Provide hardware finishes as follows:

1. Hinges: Matching finish of lockset/latchset.

2. Locksets, Latchsets, and Exit Devices: Satin stainless steel.

3. Closers: Matching finish of lockset/latchset.

4. Other Hardware: Matching finish of lockset/latchset.

PART 3 EXECUTION

3.1 PREPARATION

A. Steel Doors and Frames: Comply with DHI A115 Series.

1. Surface Applied Door Hardware: Drill and tap doors and frames according to

ANSI A250.6.

3.2 INSTALLATION

A. Mount hardware in locations recommended by the Door and Hardware Institute unless

otherwise indicated.

3.3 ADJUSTING

A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to

ensure proper operation or function of every unit. Replace units that cannot be adjusted to

operate as intended. Adjust door control devices to compensate for final operation of heating

and ventilating equipment and to comply with referenced accessibility requirements.

1. Door Closers: Unless otherwise required by authorities having jurisdiction, adjust sweep

period so that, from an open position of 70 degrees, the door will take at least 3 seconds

to move to a point 3 inches from the latch, measured to the leading edge of the door.

B. Occupancy Adjustment: Approximately six months after date of Substantial Completion,

Installer's Architectural Hardware Consultant shall examine and readjust, including adjusting

operating forces, each item of door hardware as necessary to ensure function of doors, door

hardware, and electrified door hardware.



3.4 HARDWARE SCHEDULE

A. Hardware Set No. 1: ALTERNATE #2

Sliding Barn door hardware by “Crown Industrial” (1 650 952 5150). For doors (100A, 100B,

100C) and doors (100G, 100H, 100J) provide the following components as part of the basic

system. Provide any additional components as recommended by the manufacturer for a

complete and operational system.

3 PR 6 1B Truck, pr. Ball Bearings Zinc

3 ea 6P6’ Track 6’ 0” PTD


9 ea 6PX189 Overhead Joint Bracket PTD

38 ea 6PX18 Overhead center Bracket PTD

19 ea 6PX333 Triple Wall Supports

6 ea 6Gx2 End Blinds

6 ea 6.00CSTR Concealed Stop ( #6 track) w/ Rubber Bumper

3 ea CR P375 Bottom Delrin Guide 10’PC

8 ea CRC 75 Bottom Guide Track x 16’

1 Lockset MS1850 SN deadbolt. Provide box strike at wall connection in solid

wood blocking (Doors 100C, 100G)

2 0524.00021SPD Spring Loaded Cane Bolts (Doors 100A, 100B, 100H, 100J)

B. Hardware Set No. 2: ALTERNATE #2

Sliding Barn door hardware by “Crown Industrial” (1 650 952 5150). For doors (100D, 100E,

100F) provide the following components as part of the basic system. Provide any additional

components as recommended by the manufacturer for a complete and operational system.




6 ea 6PX189 Overhead Joint Bracket PTD

32 ea 6PX18 Overhead center Bracket PTD



16 ea 6PX333 Triple Wall Supports



3 ea CR P375 Bottom Delrin Guide 10’PC


1 Lockset MS1850 SN deadbolt. Provide box strike at wall connection in solid

wood blocking (Doors 100F)

2 0524.00021SPD Spring Loaded Cane Bolts (Doors 100E, 100D)

C. Hardware Set No. 3: ALTERNATE #2

Sliding Barn door hardware by “Crown Industrial” (1 650 952 5150). For doors (107A, 107B)

provide the following components as part of the basic system. Provide any additional

components as recommended by the manufacturer for a complete and operational system.


2 ea 6G10’ Track 10’ 0” – GALV

1 6GX12 Center Stop Bracket – GALV

10 ea 6GX18 Overhead center Bracket GALV



2 ea CR P375 Bottom Delrin Guide 10’pc


1 Lockset MS1850 SN deadbolt. Provide box strike in door 107A (Door 107B)

1 0524.00021SPD Spring Loaded Cane Bolt (Door 107A)

D. Hardware Set No. 4: ALTERNATE #1

Sliding Barn door hardware by “Crown Industrial” (1 650 952 5150). For doors (101A, 101B,

101C, 101D) provide the following components as part of the basic system. Provide any

additional components as recommended by the manufacturer for a complete and operational

system.


4 ea 6P10’ Track 10’ 0” – PTD

1 6PX12 Center Stop Bracket – PTD



20 ea 6PX18 Overhead center Bracket – PTD

16 ea 6PX22 Double Wall Supports

6 ea 6Px2 End Blinds


4 ea CR P375 Bottom Delrin Guide 10’pc


1 Lockset MS1850 SN deadbolt. Provide box strike in door 101B (Door 101C)

1 0524.00021SPD Spring Loaded Cane Bolt (Door 101B)

2 182.00030ZC Heavy Hasp (Doors 101A, 101D)

2 PAD Lock

E. Hardware Set No. 5:

3 ea butts FBB179 4.5 x 4.5 26D

1 ea deadbolt DL3011 32D

1 ea closer DC8210 689

1 ea push plate 4” x 12” 32D

1 ea pull 4” x 12” 32D

1 ea wall stop 409

F. Hardware Set No. 6:

3 ea butts FBB179 4.5 x 4.5 26D

1 ea deadbolt DL3011 32D



GLAZING 088000 1

SECTION 088000 GLAZING

PART 1 GENERAL


A. Submittals: Product Data and 12inch (300mm) square Samples.

B. Glazing Publications: Comply with published recommendations of glass product manufacturers

and organizations below, unless more stringent requirements are indicated.

1. GANA Publications: GANA's "Glazing Manual."

2. AAMA Publications: AAMA GDSG1, "Glass Design for Sloped Glazing"; and

AAMA TIRA7, "Sloped Glazing Guidelines."

3. IGMA Publication for Sloped Glazing: IGMA TB3001, "Sloped Glazing Guidelines."

4. IGMA Publication for Insulating Glass: SIGMA TM3000, "Glazing Guidelines for

Sealed Insulating Glass Units."

C. InsulatingGlass Certification Program: Permanently marked with certification label of

Insulating Glass Certification Council.

PART 2 PRODUCTS

2.1 GLASS

A. Float Glass GL�1: ASTM C 1036, Type I, Class 1 (clear), and Quality Q3.

B. Coated Glass GL�2: ASTM C 1048, Condition C, Type I, Class 1 (clear), Quality Q3. Use

sputtercoat process to coat glass with translucent white ceramic frit coating.

2.2 FABRICATED GLASS PRODUCTS

A. Sealed InsulatingGlass Units: Factoryassembled units complying with ASTM E 774 for

Class CBA units, with two 6.0mm thick sheets of glass separated by a 1/2�inch (12.7�mm)

dehydrated space filled with argon.

1. Inboard Lite: GL�1

2. Outboard Lite: GL�2

3. LowEmissivity Coating: Third surface.

4. Sputter Coat: Second surface


GLAZING 088000 2

PART 3 EXECUTION

3.1 INSTALLATION

A. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other

glazing materials, unless more stringent requirements are contained in GANA's "Glazing

Manual."

B. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.

C. Remove nonpermanent labels, and clean surfaces immediately after installation.



GYPSUM BOARD 09 2900 � 1

SECTION 09 2900 � GYPSUM BOARD

PART 1 � GENERAL



B. Fire�Resistance�Rated Assemblies: Provide materials and construction identical to those tested

in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to

authorities having jurisdiction.

C. STC�Rated Assemblies: Provide materials and construction identical to those tested in

assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing

and inspecting agency.

PART 2 � PRODUCTS

2.1 PANEL PRODUCTS

A. Provide in maximum lengths available to minimize end�to�end butt joints.

B. Provide 5/8 inch thick board, unless otherwise indicated.

C. Interior Gypsum Board: ASTM C 36/C 36M or ASTM C 1396/C 1396M, in thickness

indicated, with manufacturer's standard edges. Regular type unless otherwise indicated; Type as

required for specific fire�resistance�rated assemblies; Sag�resistant type for ceiling surfaces.

D. Exterior Gypsum Soffit Board: ASTM C 931/C 931M or ASTM C 1396/C 1396M, in thickness

indicated, with manufacturer's standard edges. Regular type unless otherwise indicated.

E. Cementitious Backer Units: ANSI A118.9.

2.2 ACCESSORIES

A. Trim Accessories: ASTM C 1047, formed from galvanized or aluminum�coated steel sheet, or

rolled zinc. For exterior trim, use accessories formed from hot�dip galvanized�steel sheet,

plastic (when recommended by E.I.F.S. coating manufacturer), or rolled zinc.

1. Provide cornerbead at outside corners unless otherwise indicated.

2. Provide LC�bead (J�bead) at exposed panel edges.

3. Provide control joints where indicated.

B. Joint�Treatment Materials: ASTM C 475/C 475M.

1. Joint Tape: Paper unless otherwise recommended by panel manufacturer.


GYPSUM BOARD 09 2900 � 2

2. Joint Compounds: Setting�type taping compound and drying�type, ready�mixed,

compounds for topping. Use setting�type compounds at exterior soffits.

3. Cementitious Backer Unit Joint�Treatment Materials: Products recommended by

cementitious backer unit manufacturer.

C. Moisture Retarding Membrane: ASTM D 4397, 6 mils thick, with maximum permeance rating

of 0.13 perm.

1. Tape: Pressure�sensitive tape of type recommended by moisture�retarder manufacturer

for sealing joints and penetrations.

D. Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining latex

sealant complying with ASTM C 834.

E. Thermal Insulation: As specified in Division 07 Section "Thermal Insulation."


3.1 INSTALLATION

A. Install gypsum board to comply with ASTM C 840.

1. Isolate gypsum board assemblies from abutting structural and masonry work. Provide

edge trim and acoustical sealant.

2. Single�Layer Fastening Methods: Fasten gypsum panels to supports with screws.

3. Multilayer Fastening Methods: Fasten base layers and face layer separately to supports

with screws.

4. Install control joints according to the referenced standard and in specific locations

approved by Architect for visual effect.

B. Install cementitious backer units to comply with ANSI A108.11.

C. Fire�Resistance�Rated Assemblies: Comply with requirements of listed assemblies.

D. Finishing Gypsum Board: ASTM C 840.

1. At concealed areas, unless a higher level of finish is required for fire�resistance�rated

assemblies, provide Level 1 finish: Embed tape at joints.

2. Unless otherwise indicated, provide Level 4 finish: Embed tape and apply separate first,

fill, and finish coats of joint compound to tape, fasteners, and trim flanges.



PAINTING 09 9100 � 1

SECTION 09 9100 � PAINTING

PART 1 � GENERAL


A. Summary: Paint exposed surfaces, new and existing, unless otherwise indicated.

1. Paint the back side of access panels.

2. Color�code mechanical piping in accessible ceiling spaces.

3. Do not paint prefinished items, items with an integral finish, natural finishes, concealed

surfaces, operating parts, and labels unless otherwise indicated.

B. Submittals:

1. Product Data.

2. Samples.

C. Extra Materials: Deliver to Owner 1 gal. of each color and type of finish coat paint used on

Project, in containers, properly labeled and sealed.

PART 2 � PRODUCTS

2.1 PAINT

A. Basis�of�Design Products: Paints and Stains are based on products by Sherwin�Williams Co.

(Sherwin�Williams), as listed on the drawings Subject to compliance with requirements, provide

the named products or a comparable products by one of the following:

1. Benjamin Moore & Co. (Benjamin Moore)

2. ICI Dulux Paint Centers (ICI Dulux Paints).

B. Material Compatibility: Provide materials that are compatible with one another and with

substrates.

1. For each coat in a paint system, provide products recommended in writing by

manufacturers of topcoat for use in paint system and on substrate indicated.

C. Material Quality: Provide manufacturer's best�quality paint material of the various coating

types specified that are factory formulated and recommended by manufacturer for application

indicated. Paint�material containers not displaying manufacturer's product identification will

not be acceptable.

D. Interior/Exterior Transparent Concrete Sealer: Clear, fast�drying, penetrating, acrylic

waterproofer to seal pores to prevent spalling and pitting.

E. Provide products that, unless otherwise required by the authorities having jurisdiction, have the

following limits for VOC content:



1. Flat Paints (Interior and Exterior): VOC content of not more than 100 g/L.

2. Non�Flat Paints (Interior and Exterior): VOC content of not more than 150 g/L.

3. High�gloss Paints: VOC content of not more than 250 g/L.

4. Stains: VOC content of not more than 250 g/L.

5. Primers and Undercoaters: VOC content of not more than 200 g/L.

6. Specialty Primers (Fire & Smoke; Stain Blocking; Chalky Surfaces (ASTM 4 or Lower);

Efflorescence Blocking (PA Only)): VOC content of not more than 350 g/L.

7. Industrial Maintenance Coatings: VOC content of not more than 340 g/L.

8. Varnishes: VOC content of not more than 350 g/L.

9. Floor Paints: VOC content of not more than 250 g/L.

F. Colors:

1. PT�1 � Extra White

2. PT�2 � Argos SW7065, Gray Matters SW7066 or as selected by Owner

3. WD � Mountain Ash, Harbor Mist, Or as selected by Owner


3.1 PREPARATION

A. Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items

that cannot be removed. Reinstall items in each area after painting is complete.

B. Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting

so cleaning operations will not damage newly painted surfaces.

3.2 APPLICATION

A. General: Apply paint according to manufacturer's written instructions. Use applicators and

techniques best suited for substrate and type of material being applied.

1. Paint colors, surface treatments, and finishes are indicated in the paint schedules.

2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions

detrimental to formation of a durable paint film.

3. Provide finish coats that are compatible with primers used.

a. Provide Manufacturer’s recommended color prime system.

b. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat

when multiple coats of same material are applied. Tint undercoats to match the

color of the finish coat, but provide sufficient differences in shade of undercoats to

distinguish each separate coat.

4. The term "exposed surfaces" includes areas visible when permanent or built�in fixtures,

grilles, convector covers, covers for finned�tube radiation, and similar components are in

place. Extend coatings in these areas, as required, to maintain system integrity and

provide desired protection.

5. Paint surfaces behind movable equipment and furniture the same as similar exposed

surfaces. Before final installation of equipment, paint surfaces behind permanently fixed

equipment or furniture with prime coat only.



6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through

registers or grilles.

7. Paint back sides of access panels and removable or hinged covers to match exposed

surfaces.

8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.

9. Sand lightly between each succeeding enamel or varnish coat.

B. Apply paints according to manufacturer's written instructions.

1. Use brushes only for exterior painting and where the use of other applicators is not

practical.

2. Use rollers for finish coat on interior walls and ceilings.

C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,

roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color

breaks.

1. If undercoats or other conditions show through topcoat, apply additional coats until cured

film has a uniform paint finish, color, and appearance.

D. Apply stains and transparent finishes to produce surface films without color irregularity,

cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use

multiple coats to produce a smooth surface film of even luster.

3.3 EXTERIOR PAINT APPLICATION SCHEDULE

A. Concrete:

1. Semigloss Latex: Two coats over primer.

B. Concrete Masonry Units:

1. Semigloss Latex: Two coats over latex block filler.

C. Steel:

1. Semigloss, Quick�Dry Enamel: Two coats over rust�inhibitive primer.

D. Dressed Lumber: Including architectural woodwork.

1. Semitransparent Stain: Two coats: MPI EXT 6.3D.

E. Wood Panel Products: Including plywood siding, fascias, or soffits.

1. Semitransparent Stain: Two coats: MPI EXT 6.4D.

3.4 INTERIOR PAINT APPLICATION SCHEDULE

A. Concrete:

1. Eggshell Latex: Two coats over primer/sealer.

2. Semi�Gloss Water Based Epoxy: Two coats over primer/sealer.



B. Concrete Masonry Units:

1. Eggshell Latex: Two coats over latex block filler.

2. Semi�Gloss Water Based Epoxy: Two coats over a filled surface.

C. Steel:

1. Semigloss, Alkyd Enamel: Two coats over alkyd anticorrosive primer.

D. Gypsum Board and Plaster:

1. Flat Latex (Ceilings): Two coats over primer/sealer.

2. Eggshell Latex (Surfaces Other Than Ceilings): Two coats over primer/sealer.

3. Semi�Gloss Water Based Epoxy (Where Indicated): Two coatsover a primer/sealer.

E. All�Service Jacket over Insulation (Cotton or Canvas Covering):

1. Flat Acrylic Latex�Emulsion Size: Two coats. Add fungicidal agent to render fabric

mildew proof.

F. Exposed Concrete Floors:

1. Interior/Exterior Transparent Concrete Sealer: Two coats.



TOILET COMPARTMENTS 10 2113 � 1

SECTION 10 2113 � TOILET COMPARTMENTS

PART 1 � GENERAL


A. Submittals: Product Data, Shop Drawings, and Samples.

PART 2 � PRODUCTS

2.1 TOILET COMPARTMENTS AND SCREENS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following:

1. Bradley

2. Santana

3. Scranton Products.

2.2 MATERIALS

A. Door Material:

1. Solid Plastic

2. Color: Charcoal Gray (Bradley) or as selected by Owner

2.3 FABRICATION

A. Doors: Unless otherwise indicated, 24�inch� wide in�swinging doors for standard toilet

compartments and 36�inch� wide out�swinging doors with a minimum 32�inch� wide clear

opening for compartments indicated to be accessible to people with disabilities.

B. Door Hardware: Stainless Steel. Provide units that comply with accessibility requirements of

authorities having jurisdiction at compartments indicated to be accessible to people with

disabilities.

1. Hinges: Self�closing type, continuous, adjustable to hold door open at any angle up to 90

degrees.

2. Latches and Keepers: Surface�mounted unit designed for emergency access and with

combination rubber�faced door strike and keeper.

3. Coat Hook: Combination hook and rubber�tipped bumper, sized to prevent door from

hitting compartment�mounted accessories.

4. Door Bumper: Rubber�tipped bumpers at out�swinging doors.

5. Door Pull: Provide at out�swinging doors. Provide units on both sides of doors at

compartments indicated to be accessible to people with disabilities.


TOILET COMPARTMENTS 10 2113 � 2


3.1 INSTALLATION

A. Install units rigid, straight, level, and plumb, with not more than 1/2 inch between pilasters and

panels and not more than 1 inch between panels and walls. Provide brackets, pilaster shoes,

bracing, and other components required for a complete installation. Use theft�resistant exposed

fasteners finished to match hardware. Use sleeve nuts for through�bolt applications.

1. Set hinges on in�swinging doors to hold open approximately 30 degrees from closed

position when unlatched. Set hinges on out�swinging doors and swing doors in entrance

screens to return to fully closed position.



TOILET, BATH, AND LAUNDRY ACCESSORIES 10 2800 � 1

SECTION 10 2800 � TOILET, BATH, AND LAUNDRY ACCESSORIES

PART 1 � GENERAL



B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each

accessory required.

1. Identify locations using room designations indicated on Drawings.

2. Identify products using designations indicated on Drawings.

C. Coordinate accessory locations with other work to prevent interference with clearances required

for access by people with disabilities, and for proper installation, adjustment, operation,

cleaning, and servicing of accessories.

D. Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to replace

mirrors that develop visible silver spoilage defects and that fail in materials or workmanship

within specified warranty period.

1. Warranty Period: 15 years from date of Substantial Completion.

PART 2 � PRODUCTS

2.1 MATERIALS

A. Stainless Steel: ASTM A 666, Type 304, No. 4 finish (satin), 0.0312�inch minimum nominal

thickness unless otherwise indicated.

B. Brass: ASTM B 19, ASTM B 16, or ASTM B 30.

C. Aluminum: ASTM B 221, Alloy 6063�T6 or 6463�T6.

D. Sheet Steel: ASTM A 1008/A 1008M, 0.0359�inch minimum nominal thickness.

E. Galvanized�Steel Sheet: ASTM A 653/A 653M, G60.

F. Chromium Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).

G. Baked�Enamel Finish: Factory�applied, gloss�white, baked�acrylic�enamel coating.

H. Tempered Glass: ASTM C 1048, Kind FT (fully tempered).

I. Mirrors: ASTM C 1503, Mirror Glazing Quality, clear�glass mirrors, nominal 6.0 mm thick.



J. Galvanized�Steel Mounting Devices: ASTM A 153/A 153M, hot�dip galvanized after

fabrication.

K. Fasteners: Screws, bolts, and other devices of same material as accessory unit, tamper and theft

resistant when exposed, and of galvanized steel when concealed.

L. Keys: Provide universal keys for internal access to accessories for servicing and resupplying.

Provide minimum of six keys to Owner's representative.

2.2 TOILET AND BATH ACCESSORIES

A. Toilet Tissue Dispenser: Provided By Owner � Installed by Contractor

B. Waste Receptacle: Provided By Owner � Installed by Contractor

C. Liquid�Soap Dispenser: Provided By Owner � Installed by Contractor

D. Grab Bar:

1. Material: Stainless steel, 0.050 inch thick.

2. Mounting: Concealed.

3. Gripping Surfaces: Slip�resistant texture.

4. Outside Diameter: 1�1/2 inches for heavy�duty applications.

E. Sanitary Napkin Disposal Unit: Provided By Owner � Installed by Contractor

F. Mirror Unit:

1. Frame: Stainless�steel channel. 18” x 24”

G. Underlavatory Guard:

1. Description: Insulating pipe coverings for supply and drain piping assemblies, which

prevent direct contact with and burns from piping, and allow service access without

removing coverings.

2. Material and Finish: Antimicrobial, molded plastic, white.

H. Mop and Broom Holder (for Utility Room):

1. Description: Unit with shelf, hooks, holders, and rod suspended beneath shelf.

2. Length: 36 inches.

3. Hooks: Three.

4. Mop/Broom Holders: Four, spring�loaded, rubber hat, cam type.

5. Material and Finish: Stainless steel, No. 4 finish (satin).

a. Shelf: Not less than nominal 0.05�inch� thick stainless steel.

b. Rod: Approximately 1/4�inch� diameter stainless steel.




3.1 INSTALLATION

A. Install accessories using fasteners appropriate to substrate indicated and recommended by unit

manufacturer. Install units level, plumb, and firmly anchored in locations and at heights

indicated.

1. Install grab bars to withstand a downward load of at least 250 lbf, when tested according

to method in ASTM F 446.

B. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function

properly. Replace damaged or defective items. Remove temporary labels and protective

coatings.



SITE CLEARING 31 1000 � 1

SECTION 31 1000 � SITE CLEARING

PART 1 � GENERAL


A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied

or used facilities during site�clearing operations.

B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's

premises where indicated.

C. Notify utility locator service for area where Project is located before site clearing.

D. Do not begin site�clearing operations until temporary erosion and sedimentation control

measures are in place.

PART 2 � PRODUCTS (Not Applicable)


3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance.

B. Provide temporary erosion and sedimentation control measures to prevent soil erosion and

discharge of soil�bearing water runoff or airborne dust to adjacent properties and walkways,

according to requirements of authorities having jurisdiction and sediment and erosion control

Drawings, whichever is more stringent.

C. Protect site improvements to remain from damage. Restore damaged improvements to

condition existing before start of site clearing.

D. Locate and clearly flag trees and vegetation to remain or to be relocated.

E. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed

arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees

that cannot be restored to full growth, as determined by arborist.

F. Do not store materials or equipment or permit excavation within drip line of remaining trees.

G. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed.

1. Arrange with utility companies to shut off indicated utilities.


SITE CLEARING 31 1000 � 2

3.2 SITE CLEARING

A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new

construction. Removal includes digging out stumps and obstructions and grubbing roots.

B. Strip topsoil. Stockpile topsoil that will be reused in the Work.

1. Stockpile surplus topsoil to allow for respreading deeper topsoil. Coordinate with owner

for location of spoils pile.

C. Remove existing above� and below�grade improvements as indicated and as necessary to

facilitate new construction.

D. In areas not to be further excavated, fill depressions resulting from site clearing. Place and

compact satisfactory soil materials in 6�inch� (150�mm�) thick layers to density of surrounding

original ground.

E. Dispose of waste materials, including trash, debris, and excess topsoil, off Owner's property.

Burning waste materials on�site is not permitted.



EARTH MOVING 31 2000 � 1

SECTION 31 2000 � EARTH MOVING

PART 1 � GENERAL


A. Unauthorized excavation consists of excavation below subgrade elevations or beyond indicated

lines and dimensions without direction by Architect. Unauthorized excavation, as well as

remedial work directed by Architect, shall be without additional compensation.

B. Do not interrupt existing utilities serving facilities occupied by Owner or others unless

permitted in writing by Architect and then only after arranging to provide temporary utility

services according to requirements indicated.

PART 2 � PRODUCTS

2.1 MATERIALS

A. Satisfactory Soil: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM;

free of rock or gravel larger than 2 inches (50 mm) in any dimension, debris, waste, frozen

materials, vegetation, or other deleterious matter.

B. Unsatisfactory Soil: ASTM D 2487 Soil Classification Groups GC, SC, ML, MH, CL, CH, OL,

OH, and PT.

C. Backfill and Fill: Satisfactory soil materials.

D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed

stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1�1/2�inch

(37.5�mm) sieve and not more than 12 percent passing a No. 200 (0.075�mm) sieve.

E. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed

stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1�inch

(25�mm) sieve and not more than 8 percent passing a No. 200 (0.075�mm) sieve.

F. Drainage Course: Narrowly graded mixture of crushed stone, or crushed or uncrushed gravel;

ASTM D 448; coarse�aggregate grading Size 57; with 100 percent passing a 1�1/2�inch (37.5�

mm) sieve and 0 to 5 percent passing a No. 8 (2.36�mm) sieve.


3.1 EARTHWORK

A. Protect and maintain erosion and sedimentation controls, which are specified in Division 31

Section "Site Clearing," during earthwork operations.


EARTH MOVING 31 2000 � 2

B. Protect subgrades and foundation soils from softening and damage by water, freezing

temperatures, or frost.

C. Excavate to subgrade elevations regardless of character of materials and obstructions

encountered.

D. Excavate for structures, building slabs, pavements, and walkways. Trim subgrades to required

lines and grades.

E. Utility Trenches: Excavate trenches to indicated slopes, lines, depths, and invert elevations.

Maintain 12 inches (300 mm) of working clearance on each side of pipe or conduit.

1. Place, compact, and shape bedding course to provide continuous support for pipes and

conduits over rock and other unyielding bearing surfaces and to fill unauthorized

excavations.

2. Place and compact initial backfill of satisfactory soil material or subbase material, free of

particles larger than 1 inch (25 mm), to a height of 12 inches (300 mm) over the utility

pipe or conduit. Place and compact final backfill of satisfactory soil material to final

subgrade.

F. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal to receive fill.

G. When subgrade or existing ground surface to receive fill has a density less than that required for

fill, break up ground surface, pulverize, moisture�condition or aerate soil, and recompact.

H. Place backfill and fill in layers not more than 8 inches (200 mm) in loose depth at optimum

moisture content. Compact each layer under structures, building slabs, pavements, and

walkways to 95 percent of maximum dry unit weight according to ASTM D 698; elsewhere to

90 percent.

I. Grade areas to a smooth surface to cross sections, lines, and elevations indicated. Grade lawns,

walkways, and unpaved subgrades to tolerances of plus or minus 1 inch and pavements and

areas within building lines to plus or minus 1/2 inch (13 mm).

J. Under pavements and walkways, place subbase course material on prepared subgrades and

compact at optimum moisture content to required grades, lines, cross sections, and thicknesses.

K. Under slabs�on�grade, place drainage course on prepared subgrade and compact to required

cross section and thickness.

L. Allow testing agency (by Owner) to inspect and test each subgrade and each fill or backfill layer

and verify compliance with requirements.

M. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and

debris, and legally dispose of it off Owner's property.



TURF AND GRASSES 32 9200 � 1

SECTION 32 9200 � TURF AND GRASSES

GENERAL

SECTION REQUIREMENTS

Submittals: Certification of grass seed.

Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications for

Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in its

"Guideline Specifications to Turfgrass Sodding."

Maintain lawn for not less than 90 days after date of installation. Continue maintaining lawn the

following spring if 90 days does not elapse at end of growing season.

PRODUCTS

GRASSES

Seed Species: State�certified seed of grass species, as follows:

Seed Species: Seed of grass species as follows, with not less than 95 percent germination, not less than

85 percent pure seed, and not more than 0.5 percent weed seed:

Seed Mixture: 80% Turf Type Tall Fescue with 10% Perennial Ryegrass and 10% Kentucky Bluegrass.

10 lbs. per 1000 sq. feet

SOILS AND AMENDMENTS

Topsoil: ASTM D 5268, free of stones ½ inch or larger, gravel, roots, debris, etc.

Slow�Release Fertilizer: Granular fertilizer consisting of 50 percent water�insoluble nitrogen,

phosphorus, and potassium; 20 percent nitrogen; 10 percent phosphorous; and 10 percent potassium; by

weight.

Straw Mulch: Clean, mildew� and seed�free salt hay or threshed straw of wheat, rye, oats, or barley.

PLANTING SOIL MIX

Mix topsoil with the following fertilizers in the following quantities:

Weight of Slow�Release Fertilizer per 1000 Sq. Ft.: 2�3 lbs.



EXECUTION

PREPARATION

Loosen subgrade to a minimum depth of 4 inches, remove stones, sticks, existing grass, vegetation, and

other extraneous materials.

At newly graded subgrades, spread planting soil mix to a depth of 4 inches but not less than required to

meet finish grades.

At unchanged grades, apply fertilizers according to planting soil mix proportions and mix thoroughly into

top 4 inches of soil. Till soil to a homogeneous mixture of fine texture.

Grade lawn areas to a smooth, even surface with loose, uniformly fine texture. Moisten before planting.

PLANTING

A. SATISFACTORY TURF: Turf installations shall meet the following criteria as determined by

Architect:

a. Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform, close stand

of grass has been established, free of weeds and surface irregularities, with coverage

exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not exceeding 5 by 5

inches (125 by 125 mm).

b. Satisfactory Sodded Turf: At end of maintenance period, a healthy, well�rooted, even�

colored, viable turf has been established, free of weeds, open joints, bare areas, and

surface irregularities.

c. Use specified materials to reestablish turf that does not comply with requirements and

continue maintenance until turf is satisfactory.

B. Seeding: Evenly distribute seed by sowing with a spreader or a seeding machine. Rake seed

lightly into top 1/8 inch of topsoil, roll lightly, and water with fine spray. Protect seeded areas by

spreading straw mulch 1�1/2 inches in loose depth.

a. Seeding Rate: 10 lbs./1000 sq.ft.

C. Sodding: Lay sod within 24 hours of harvesting. Lay sod with tightly fitted joints, offsetting

joints in adjacent courses. Tamp and roll lightly. Fill minor cracks between pieces of sod with

soil or sand. Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples. Saturate sod

with fine water spray within two hours of planting. During first week, water daily.

D. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and

other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a

uniformly smooth lawn. Provide materials and installation the same as those used in the original

installation.



E. Mow lawn as soon as top growth is tall enough to cut. Remove no more than one�third of grass�

leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over

and become matted. Do not mow when grass is wet.


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