HomeMy WebLinkAbout2013-03-13 The Bridges_BID CONSTR ARCH SPEC.pdfGERSHMAN BROWN CROWLEY
600 East 96th Street, Suite 150
Indianapolis, IN 46240
Dorsky+Yue International
23240 Chagrin Boulevard, Suite 325
Beachwood, OH 44122
Ebersole Structural Engineers, Ltd.
10275 Brecksville Road
Brecksville, OH 44141
Thorson Baker & Associates, Inc.
3030 West Streetsboro Road
Richfield, OH 44286
Indianapolis, IN 46256-3957
ISSUE DATE::ISSUE FOR PERMIT
:ISSUE FOR BID & CONSTRUCTION
DY201016
March 13, 2013
The Bridges
SEC of 116th Street & Spring Mill Road
(440) 526-1200
American Structurepoint, Inc.
Carmel, Indiana
March 4, 2013
PROJECT MANUAL
(317) 574-7333
(216) 468-1850
(330) 659-6688
Multi-Tenant Building - COLD DARK SHELL
CIVIL/LANDSCAPE:
OWNER:
ARCHITECT:
STRUCTURAL
ENGINEER:
MEP/Fire Protection
ENGINEER:
7260 Shadeland Station
(317) 547-5580
The Bridges: Multi-Tenant Building Division 00
Carmel, Indiana PROCUREMENT AND CONTRACTING REQUIREMENTS
DY201026
ISSUED FOR BID & CONSTRUCTION – March 13, 2013
TABLE OF CONTENTS 00 0110 - 1
SECTION 00 0110
TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 0110 TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 6000 PRODUCT REQUIREMENTS
01 7800 CLOSEOUT SUBMITTALS
DIVISION 04 - MASONRY
04 2000 UNIT MASONRY
04 7200 CAST STONE MASONRY
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 6110 ARCHITECTURAL FOAM MOLDINGS (AFM)
06 8200 GLASS FIBER REINFORCED PLASTIC (GFRP)
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 1900 WATER REPELLENTS
07 2100 THERMAL INSULATION
07 2400 EXTERIOR INSULATION AND FINISH SYSTEMS
07 2500 WEATHER BARRIERS
07 5300 ELASTOMERIC MEMBRANE ROOFING
07 6200 SHEET METAL FLASHING AND TRIM
07 7100 ROOF SPECIALTIES
07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS
07 9005 JOINT SEALERS
DIVISION 08 - OPENINGS
08 1113 HOLLOW METAL DOORS AND FRAMES
08 4313 ALUMINUM-FRAMED STOREFRONTS
08 7100 DOOR HARDWARE
08 8000 GLAZING
DIVISION 09 - FINISHES
09 2116 GYPSUM BOARD ASSEMBLIES
09 9600 HIGH-PERFORMANCE COATINGS
DIVISION 10 - SPECIALTIES
10 7316 OVERHEAD SUPPORTED CANOPIES
The Bridges: Multi-Tenant Building Division 01
Carmel, Indiana GENERAL REQUIREMENTS
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PRODUCT REQUIREMENTS 01 6000 -1
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Transportation, handling, storage and protection.
C. Product option requirements.
D. Substitution limitations and procedures.
E. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to
identify applicable products, models, options, and other data. Supplement manufacturers'
standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical
characteristics, utility connection requirements, and location of utility outlets for service for
functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the
manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract Documents.
2.02 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
2.03 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in
individual specification sections.
B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during
the bidding period. Comply with requirements specified in this section.
B. Document each request with complete data substantiating compliance of proposed substitution
with Contract Documents.
C. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality
level of the specified product.
2. Will provide the same warranty for the substitution as for the specified product.
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PRODUCT REQUIREMENTS 01 6000 -2
3. Will coordinate installation and make changes to other Work that may be required for the
Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become
apparent.
D. Substitution Submittal Procedure:
1. Submit three copies of request for substitution for consideration. Limit each request to one
proposed substitution.
2. Submit shop drawings, product data, and certified test results attesting to the proposed
product equivalence. Burden of proof is on proposer.
3. The Architect will notify Contractor in writing of decision to accept or reject request.
3.02 TRANSPORTATION AND HANDLING
A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
B. Transport and handle products in accordance with manufacturer's instructions.
C. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
D. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
E. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment
favorable to product.
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to
prevent condensation and degradation of products.
G. Prevent contact with material that may cause corrosion, discoloration, or staining.
H. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
I. Arrange storage of products to permit access for inspection. Periodically inspect to verify
products are undamaged and are maintained in acceptable condition.
END OF SECTION
The Bridges: Multi-Tenant Building Division 01
Carmel, Indiana GENERAL REQUIREMENTS
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CLOSEOUT SUBMITTALS 01 7800 -1
SECTION 01 7800
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 -Administrative Requirements: Submittals procedures, shop drawings,
product data, and samples.
B. Individual Product Sections: Specific requirements for operation and maintenance data.
C. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect with claim for final Application for
Payment.
B. Operation and Maintenance Data:
1. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
2. Submit one copy of completed documents 15 days prior to final inspection. This copy will
be reviewed and returned after final inspection, with Architect comments. Revise content
of all document sets as required prior to final submission.
3. Submit two sets of revised final documents in final form within 10 days after final
inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing the date of acceptance as the
beginning of the warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's name and product model and number.
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CLOSEOUT SUBMITTALS 01 7800 -2
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Drawings : Legibly mark each item to record actual construction including:
1. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
2. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the Work.
3. Field changes of dimension and detail.
4. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. For Each Product or System: List names, addresses and telephone numbers of Subcontractors
and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts, and
data applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions
for each procedure, incorporating manufacturer's instructions.
3.03 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,
and manufacturers, within 10 days after completion of the applicable item of work. Except for
items put into use with Owner's permission, leave date of beginning of time of warranty until the
Date of Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
END OF SECTION
The Bridges: Multi-Tenant Building Division 04
Carmel, Indiana MASONRY
DY201016
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UNIT MASONRY 04 2000 -1
SECTION 04 2000
UNIT MASONRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete Block.
B. Clay Facing Brick.
C. Mortar and Grout.
D. Reinforcement and Anchorage.
E. Flashings.
F. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 04 7200 - Cast Stone Masonry: watertable
B. Section 05 5000 -Metal Fabrications: Loose steel lintels.
C. Section 06 1000 -Rough Carpentry: Wall framing.
D. Section 07 9005 -Joint Sealers: Backing rod and sealant at control and expansion joints.
E. Section 09 2116 - Gypsum Board Assemblies: Exterior wall sheathing and accessories.
1.03 PRICE AND PAYMENT PROCEDURE
1.04 REFERENCE STANDARDS
A. ACI 530/530.1/ERTA - Building Code Requirements and Specification for Masonry Structures
and Related Commentaries; American Concrete Institute International; 2011.
B. ASTM A82/A82M - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement;
2007.
C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware; 2009.
D. ASTM A641/A641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire;
2009a.
E. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2012.
F. ASTM C91/C91M - Standard Specification for Masonry Cement; 2012.
G. ASTM C129 - Standard Specification for Nonloadbearing Concrete Masonry Units; 2011.
H. ASTM C216 - Standard Specification for Facing Brick (Solid Masonry Units Made From Clay or
Shale); 2012.
I. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2012.
J. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011.
K. ASTM C476 - Standard Specification for Grout for Masonry; 2010.
L. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete;
2010.
1.05 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of
this section; require attendance by all relevant installers.
1.06 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
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B. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, and
masonry accessories.
C. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.
D. Manufacturer's Certificate: Certify that water repellent admixture manufacturer has certified
masonry unit manufacturer as an approved user of water repellent admixture in the
manufacture of concrete block.
1.07 QUALITY ASSURANCE
A. Comply with provisions of ACI 530/530.1/ERTA, except where exceeded by requirements of the
contract documents.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and
contamination by other materials.
PART 2 PRODUCTS
2.01 CONCRETE MASONRY UNITS
A. Concrete Block: Comply with referenced standards and as follows:
1. Size: Standard units with nominal face dimensions of 16 x 8 inches (400 x 200 mm) and
nominal depths as indicated on the drawings for specific locations.
2. Load-Bearing Units: ASTM C90,normal weight.
a.Hollow block, as indicated.
3. Non-Loadbearing Units: ASTM C129.
a.Hollow block, as indicated.
2.02 BRICK UNITS
A. Manufacturers:
1. Endicott Clay Products Co: www.endicott.com.
2. Substitutions: See section 01 6000 - Product requirements.
B. Facing Brick: ASTM C216, Type FBS, Grade SW.
1. Color and texture: As indicated in the Master Material Schedule on the drawings..
2.Nominal size: As indicated on drawings.
3. Special shapes: Molded units as required by conditions indicated, unless standard units
can be sawn to produce equivalent effect.
2.03 MORTAR AND GROUT MATERIALS
A. Masonry Cement: ASTM C91,Type N.
1. Colored mortar: Premixed cement as required to match Architect's color sample.
2. Acceptable product: Oldcastle.
3. Substitutions: See Section 01 6000 - Product Requirements.
B. Grout Aggregate: ASTM C404.
C. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for
mixing into mortar and complying with ASTM C979.
1. Color(s): As selected by Architect from manufacturer's full range.
2. Manufacturers:
a. Davis Colors: www.daviscolors.com.
b. Solomon Colors: www.solomoncolors.com.
c. Substitutions: See Section 01 6000 - Product Requirements.
D. Water: Clean and potable.
2.04 REINFORCEMENT AND ANCHORAGE
A. Manufacturers of Joint Reinforcement and Anchors:
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1. Hohmann & Barnard, Inc (including Dur-O-Wal brand); Product ____: www.h-b.com.
2. WIRE-BOND: www.wirebond.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
B. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is
involved and truss type elsewhere, unless otherwise indicated.
C. Single Wythe Joint Reinforcement: Truss or ladder type;ASTM A 82/A 82M steel wire, mill
galvanized to ASTM A 641/A 641M, Class 3;0.1483 inch (3.8 mm) side rods with 0.1483 inch
(3.8 mm) cross rods; width as required to provide not more than 1 inch (25 mm) and not less
than 1/2 inch (13 mm) of mortar coverage on each exposure.
D. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonry
veneer and structural backup,hot dip galvanized to ASTM A 153/A 153M, Class B.
1. Anchor plates: Not less than 0.075 inch (1.91 mm) thick, designed for fastening to
structural backup through sheathing by two fasteners; provide design with legs that
penetrate sheathing and insulation to provide positive anchorage.
2. Wire ties:Manufacturer's standard shape,0.1875 inch (4.75 mm) thick.
3. Vertical adjustment: Not less than 3-1/2 inches (89 mm).
2.05 FLASHINGS
A. Plastic Flashings: Sheet polyvinyl chloride;40 mil (1mm) thick.
1. Manufacturers:
a. Hohmann & Barnard, Inc; X-Seal Transition Membrane: www.h-b.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
B. Flexible Flashing with Elvaloy KEE: Solid-phase flexibilizer added to membrane flashing.
1. Manufacturers:
a. Hohmann & Barnard, Inc; Flex-Flash Flashing: www.h-b.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
C. Lap Sealant: Butyl type as specified in Section 07 9005.
2.06 ACCESSORIES
A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused
joints.
1. Manufacturers:
a. Hohmann & Barnard, Inc (including Dur-O-Wal brand); Product ____: www.h-b.com.
b. WIRE-BOND: www.wirebond.com.
c. Substitutions: See Section 01 6000 - Product Requirements.
B. Cavity Mortar Control: Semi-rigid polyethylene or polyester mesh panels, sized to thickness of
wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity vents and
allow proper cavity drainage.
1. Mortar Diverter: Panels designed for installation at flashing locations.
a. Manufacturers:
1) Mortar Net USA, Ltd; Mortar Net with Insect Barrier: www.mortarnet.com.
2) Substitutions: See Section 01 6000 - Product Requirements.
C. Cavity Vents: Polyester mesh.
1. Manufacturers:
a. Mortar Net USA, Ltd; Mortar Net Weep Vents: www.mortarnet.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
D. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.
2.07 MORTAR AND GROUT MIXES
A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.
1. Masonry below grade and in contact with earth: Type S.
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2. Exterior, non-loadbearing masonry: Type N.
B. Colored Mortar: Proportion selected pigments and other ingredients to match Architect's
sample, without exceeding manufacturer's recommended pigment-to-cement ratio.
C. Grout: ASTM C476. Consistency required to fill completely volumes indicated for grouting; fine
grout for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse grout
for spaces with smallest horizontal dimension greater than 2 inches (50 mm).
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.
B. Verify that related items provided under other sections are properly sized and located.
C. Verify that built-in items are in proper location, and ready for roughing into masonry work.
3.02 PREPARATION
A. Provide temporary bracing during installation of masonry work. Maintain in place until building
structure provides permanent bracing.
3.03 COLD AND HOT WEATHER REQUIREMENTS
A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code, whichever is
more stringent.
3.04 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.
B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform
thickness.
C. Concrete Masonry Units:
1. Bond: Running.
2. Coursing: One unit and one mortar joint to equal 8 inches (200 mm).
3. Mortar Joints: Concave.
D. Brick Units:
1. Bond: Running.
2. Coursing: Three units and three mortar joints to equal 8 inches (200 mm).
3. Mortar Joints: Concave.
3.05 PLACING AND BONDING
A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other
work.
B. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.
C. Remove excess mortar and mortar smears as work progresses.
D. Interlock intersections and external corners.
E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must
be made, remove mortar and replace.
F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped
edges. Prevent broken masonry unit corners or edges.
3.06 WEEPS/CAVITY VENTS
A. Install weeps in veneer and cavity walls at 24 inches (600 mm) on center horizontally above
through-wall flashing, above shelf angles and lintels, and at bottom of walls.
B. Install cavity vents in veneer and cavity walls at 32 inches (800 mm) on center horizontally
below shelf angles and lintels and near top of walls.
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3.07 CAVITY MORTAR CONTROL
A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents.
B. Install cavity mortar diverter at base of cavity and at other flashing locations as recommended
by manufacturer to prevent mortar droppings from blocking weep/cavity vents.
3.08 REINFORCEMENT AND ANCHORAGE - MASONRY VENEER
A. Install horizontal joint reinforcement 16 inches (400 mm) on center.
B. Place masonry joint reinforcement in first and second horizontal joints above and below
openings. Extend minimum 16 inches (400 mm) each side of opening.
C. Place continuous joint reinforcement in first and second joint below top of walls.
D. Lap joint reinforcement ends minimum 6 inches (150 mm).
E. Stud Back-Up: Secure veneer anchors to stud framed back-up and embed into masonry
veneer at maximum 1.77 sq ft (0.16 sq m) of wall surface per anchor. Place additional anchors
at perimeter of openings and ends of panels, so maximum spacing of anchors is 8 inches (200
mm) on center.
3.09 MASONRY FLASHINGS
A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all
locations where downward flow of water will be interrupted.
1. Extend flashings full width at such interruptions and at least 4 inches (100 mm) into
adjacent masonry or turn up at least 4 inches (100 mm) to form watertight pan at
non-masonry construction.
2. Remove or cover protrusions or sharp edges that could puncture flashings.
3. Seal lapped ends and penetrations of flashing before covering with mortar.
B. Extend metal flashings through exterior face of masonry and turn down to form drip. Install joint
sealer below drip edge to prevent moisture migration under flashing.
C. Extend plastic and EPDM flashings to within 1/4 inch (6 mm) of exterior face of masonry.
D. Lap end joints of flashings at least 4 inches (100 mm) and seal watertight with mastic or elastic
sealant.
3.10 CONTROL JOINTS
A. Install preformed control joint device in continuous lengths. Seal butt and corner joints in
accordance with manufacturer's instructions.
B. Size control joint in accordance with Section 07 9005 for sealant performance.
3.11 BUILT-IN WORK
A. As work progresses, install built-in metal door frames and other items to be built into the work
and furnished under other sections.
B. Install built-in items plumb, level, and true to line.
C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid
with grout.
3.12 TOLERANCES
A. Maximum Variation From Unit to Adjacent Unit: 1/16 inch (1.6 mm).
B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft (6 mm/3 m) and 1/2 inch in 20 ft (13
mm/6 m) or more.
C. Maximum Variation from Plumb: 1/4 inch (6 mm) per story non-cumulative;1/2 inch (13 mm) in
two stories or more.
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D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft (3 mm/m) and 1/4 inch in 10 ft (6
mm/3 m);1/2 inch in 30 ft (13 mm/9 m).
E. Maximum Variation of Joint Thickness: 1/8 inch in 3 ft (3 mm/m).
3.13 CUTTING AND FITTING
A. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or
strength of masonry work may be impaired.
3.14 CLEANING
A. Remove excess mortar and mortar droppings.
B. Replace defective mortar. Match adjacent work.
C. Clean soiled surfaces with cleaning solution.
D. Use non-metallic tools in cleaning operations.
3.15 PROTECTION
A. Without damaging completed work, provide protective boards at exposed external corners that
are subject to damage by construction activities.
END OF SECTION
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CAST STONE MASONRY 04 7200 -1
SECTION 04 7200
CAST STONE MASONRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Architectural cast stone.
B. Units required are:
1. Exterior wall units, including wall caps, coping, sills, and water tables.
1.02 RELATED REQUIREMENTS
A. Section 04 2000 -Unit Masonry: Installation of cast stone in conjunction with masonry.
B. Section 07 9005 -Joint Sealers: Materials and execution methods for sealing soft joints in cast
stone work.
C. Section 09 2116 - Gypsum Board Assemblies: Exterior wall sheathing and accessories.
1.03 REFERENCE STANDARDS
A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American
Concrete Institute International; 2011.
B. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for
Concrete; 2007.
C. ASTM A615/A615M - Standard Specification for Deformed and Plain Billet-Steel Bars for
Concrete Reinforcement; 2012.
D. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011a.
E. ASTM C150/C150M - Standard Specification for Portland Cement; 2012.
F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2012.
G. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2012.
H. ASTM C642 - Standard Test Method for Density, Absorption, and Voids in Hardened Concrete;
2006.
I. ASTM C1364 - Standard Specification for Architectural Cast Stone; 2010b.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Manufacturer's Qualification Data: Documentation showing compliance with specified
requirements.
C. Shop Drawings: Include elevations, dimensions, layouts, profiles, cross sections,
reinforcement, exposed faces, arrangement of joints, anchoring methods, anchors, and piece
numbers.
D. Mortar Color Selection Samples.
E. Verification Samples: Pieces of actual cast stone components not less than 6 inches (152 mm)
square, illustrating range of color and texture to be anticipated in components furnished for the
project.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications:
1. A firm with a minimum of 5 years experience producing cast stone of types required for
project.
2. Current producer member of the Cast Stone Institute or the Architectural Precast
Association.
The Bridges: Multi-Tenant Building Division 04
Carmel, Indiana MASONRY
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
CAST STONE MASONRY 04 7200 -2
3. Adequate plant capacity to furnish quality, sizes, and quantity of cast stone required
without delaying progress of the work.
B. Source Quality Control: Test compressive strength and absorption of specimens selected at
random from plant production.
1. Test in accordance with ASTM C642.
2. Select specimens at rate of 3 per 500 cubic feet (3 per 14 cubic m), with a minimum of 3
per production week.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver cast stone components secured to shipping pallets and protected from damage and
discoloration. Protect corners from damage.
B. Number each piece individually to match shop drawings and schedule.
C. Store cast stone components and installation materials in accordance with manufacturer's
instructions.
D. Store cast stone components on pallets with nonstaining, waterproof covers. Ventilate under
covers to prevent condensation. Prevent contact with dirt.
E. Protect cast stone components during handling and installation to prevent chipping, cracking, or
other damage.
F. Store mortar materials where contamination can be avoided.
G. Schedule and coordinate production and delivery of cast stone components with unit masonry
work to optimize on-site inventory and to avoid delaying the work.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Architectural Cast Stone:
1.North American Stone.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 ARCHITECTURAL CAST STONE
A. Cast Stone: Architectural concrete product manufactured to simulate appearance of natural
limestone, complying with ASTM C1364.
1. Compressive Strength: As specified in ASTM C1364; calculate strength of pieces to be
field cut at 80 percent of uncut piece.
2. Freeze-Thaw Resistance: Demonstrated by laboratory testing in accordance with ASTM
C1364.
3. Surface Texture: Fine grained texture, with no bugholes, air voids, or other surface
blemishes visible from distance of 20 feet (6 meters).
4. Color: As indicated in the Master Material Schedule on the drawings.
5. Remove cement film from exposed surfaces before packaging for shipment.
B. Shapes: Provide shapes indicated on drawings.
1. Variation from Any Dimension, Including Bow, Camber, and Twist: Maximum of
plus/minus 1/8 inch (3 mm) or length divided by 360, whichever is greater, but not more
than 1/4 inch (6 mm).
2. Unless otherwise indicated on drawings, provide:
a. Wash or slope of 1:12 on exterior horizontal surfaces.
b. Drips on projecting components, wherever possible.
c. Raised fillets at back of sills and at ends to be built in.
C. Reinforcement: Provide reinforcement as required to withstand handling and structural
stresses; comply with ACI 318.
The Bridges: Multi-Tenant Building Division 04
Carmel, Indiana MASONRY
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
CAST STONE MASONRY 04 7200 -3
2.03 MATERIALS
A. Portland Cement: ASTM C150.
1. For Mortar: Type I or II, except Type III may be used in cold weather.
B. Coarse Aggregate: ASTM C33, except for gradation; granite, quartz, or limestone.
C. Fine Aggregate: ASTM C33, except for gradation; natural or manufactured sands.
D. Admixtures: ASTM C494/C494M.
E. Water: Potable.
F. Reinforcing Bars: ASTM A615/A615M deformed bars,galvanized or epoxy coated.
G. Steel Welded Wire Reinforcement: ASTM A185/A185M,galvanized or epoxy coated.
H. Embedded Anchors, Dowels, and Inserts: Type 304 stainless steel, of type and size as required
for conditions.
I. Mortar: Portland cement-lime,ASTM C270, Type N; do not use masonry cement.
J. Sealant: As specified in Section 07 9005.
K. Cleaner: General-purpose cleaner designed for removing mortar and grout stains,
efflorescence, and other construction stains from new masonry surfaces without discoloring or
damaging masonry surfaces; approved for intended use by cast stone manufacturer and by
cleaner manufacturer for use on cast stone and adjacent masonry materials.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine construction to receive cast stone components. Notify Architect if construction is not
acceptable.
B. Do not begin installation until unacceptable conditions have been corrected.
3.02 INSTALLATION
A. Install cast stone components in conjunction with masonry, complying with requirements of
Section 04 2000.
B. Mechanically anchor cast stone units indicated; set remainder in mortar.
C. Setting:
1. Drench cast stone components with clear, running water immediately before installation.
2. Set units in a full bed of mortar unless otherwise indicated.
3. Fill vertical joints with mortar.
4. Fill dowel holes and anchor slots completely with mortar or non-shrink grout.
D. Joints: Make all joints 3/8 inch (9.5 mm), except as otherwise detailed.
1. Rake mortar joints 3/4 inch (19 mm) for pointing.
2. Remove excess mortar from face of stone before pointing joints.
3. Point joints with mortar in layers 3/8 inch (9.5 mm) thick and tool to a slight concave profile.
4. Leave the following joints open for sealant:
a. Head joints in top courses, including copings, parapets, cornices, sills, and steps.
b. Joints in projecting units.
c. Joints between rigidly anchored units, including soffits, panels, and column covers.
d. Joints below lugged sills and stair treads.
e. Joints below ledge and relieving angles.
f. Joints labeled "expansion joint".
E. Sealant Joints: Install sealants as specified in Section 07 9005.
F. Installation Tolerances:
The Bridges: Multi-Tenant Building Division 04
Carmel, Indiana MASONRY
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
CAST STONE MASONRY 04 7200 -4
1. Variation from Plumb: Not more than 1/8 inch in 10 feet (3 mm in 3 m) or 1/4 inch in 20
feet (6 mm in 6 m) or more.
2. Variation from Level: Not more than 1/8 inch in 10 feet (3 mm in 3 m) or 1/4 inch in 20 feet
(6 mm in 6 m), or 3/8 inch (9 mm) maximum.
3. Variation in Joint Width: Not more than 1/8 inch in 36 inches (3 mm in 900 mm) or 1/4 of
nominal joint width, whichever is less.
4. Variation in Plane Between Adjacent Surfaces (Lipping): Not more than 1/16 inch (1.5
mm) difference between planes of adjacent units or adjacent surfaces indicated to be flush
with units.
G. Repairs: Repair chips and other surface damage noticeable when viewed in direct daylight at
20 feet (6 m).
1. Repair with matching touchup material provided by the manufacturer and in accordance
with manufacturer's instructions.
2. Repair methods and results subject to Architect 's approval.
3.03 CLEANING
A. Keep cast stone components clean as work progresses.
3.04 PROTECTION
A. Protect completed work from damage.
B. Clean, repair, or restore damaged or mortar-splashed work to condition of new work.
END OF SECTION
The Bridges: Multi-Tenant Building Division 06
Carmel, Indiana WOOD, PLASTICS, AND COMPOSITES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ARCHITECTURAL FOAM MOLDINGS (AFM)06 6110 -1
SECTION 06 6110
ARCHITECTURAL FOAM MOLDINGS (AFM)
PART 1 GENERAL
1.01 SECTION INCLUDES
A. All labor, material and equipment necessary to install coated foam shapes.
1.02 RELATED SECTIONS
A. Section 04 2000 - Unit Masonry; interface with foam moldings.
B. Section 04 7200 - Cast Stone Masonry; interface with foam moldings.
C. Section 07 2400 - Exterior Insulation and Finish Systems; interface with foam moldings.
D. Section 08 4313 - Aluminum Framed Storefronts; interface with foam moldings.
E. Section 07 9005 - Joint Sealers;
F. Section 09 9600 - High-Performance Coatings; field painting of moldings.
1.03 DESIGN REQUIREMENTS
A. Design items with sufficient strength for handling stresses.
B. Fire Performance: Identify testing Organization
1. Surface Burning: ASTM E 84.
2. Fire resistant Rating: ASTM E 119.
3. Combustion: ASTM E 136.
4. Flame Spread: 25 in accordance with ASTM E 84.
C. Structural Properties:
1. Deflection: Under windload pressure, maximum clear span deflections as follows:
a. Normal to Wall: L/240 or ½ inch, whichever is less.
b. Parallel to Wall Plane: 75% of design clearance or 1/8 inch vertically and 3/8 inch
horizontally, whichever is less between members of adjacent glass, panel, or part
immediately adjacent. At horizontal members over doors, 1/16 inch.
D. Sealant interface: Do not exceed dynamic movement capacity of sealant.
E. Environmental Requirements: Comply with applicable volatile organic compound (VOC)
requirements for emissions.
F. Single Source Manufacturing and Installation Responsibility: Single source capable of assuming
G. full responsibility, capable of providing consistent quality without delaying the work.
H. Manufacturer’s Qualifications: Minimum 5 yrs. Documented experience.
I. Field Construction Mock Up: Prior to fabrication, erect mock ups for each type of unit required.
1.04 SUBMITTALS
A. Product Data: Technical data and installation instructions for typical unit.
B. Shop drawings: Indicate fabrication details, dimensions, adjacent construction, materials,
thicknesses, required clearances, field jointing, tolerances, colors and finishes. Indicate any
other pertinent installation requirements
C. Samples: Submit two (2) samples of each custom element, 6 x 6 inch square or 12 inch in size,
illustrating color, texture and finish.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in coated Architectural Foam Molding
components with 10 years documented experience.
B. Installer Qualifications: Company approved by Manufacturer.
The Bridges: Multi-Tenant Building Division 06
Carmel, Indiana WOOD, PLASTICS, AND COMPOSITES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ARCHITECTURAL FOAM MOLDINGS (AFM)06 6110 -2
1.06 DELIVERY, STORAGE AND HANDLING
A. Handle, store and transport Foam Moldings according to Manufacturer's instructions and
recommendations and in a manner that prevents damage.
B. Protect Foam Moldings from damage by retaining shipping protection in place until time for
installation.
C. Store Foam Moldings in clean, dry area off the ground and protected from weather and
moisture. Do not stack moldings unless permitted by Manufacturer.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Architectural Foam Supply; (888) 654-3526; www.foamsupply.com
B. Architectural Coating Technologies, Inc.; (941) 809-2739;
www.architecturalcoatingtechnologiesinc.com
C. Architectural Foamstone; (818) 767-4500; www.foamstone.com
D. Foam Art Architectural Products; (623) 444-2522; www.foam-art.com
2.02 MATERIALS
A. Expanded Polystyrene (EPS) ASTM C 578 Type I, rigid cellular thermal insulation formed by
expansion of polystyrene resin beads in a closed cell, aged by air drying minimum 6 weeks,
nominal density of 1.0 lb/ft3, minimum 10 psi compressive strength, UL listed and approved.
B. Extruded Polystyrene (XPS): ASTM C 578 Type IV & VI rigid, cellular thermal insulation with
closed cells formed by an extrusion process from a polystyrene base resin, aged by air drying
minimu 2 weeks, nominal denstiy of 2.0 lb/ft3, minimum 25 psi compressive strength, UL listed
and approved.
C. Reinforcing Mesh: Open weave glass fiber type, standard 4 oz. minimum, produced or
approved by manufacturer.
D. Plastic Coating: Rapid curing, high impact (fire retardant, if required) urethane hard protective
coating, VOC compliant, SHORE A 69 hardness, 40-100 mils thick.
E. Primer: compatible with substrates and adhesives and approved by manufacturer (AFS).
F. Adhesive: Capable of bonding securely without damage, compatible, and approved by
manufacturer (AFS).
G. Fasteners: Non-corrosive with washer retainer and clips, mechanically fastened.
H. Sealants: Comply with manufacturer’s recommendations and Section 07 9005.
2.03 SHOP FABRICATION
A. Measurements: Field measure and verify dimensions and details
B. Factory fabricate to dimensions, profiles, and details indicated. Coat exposed surfaces with
plastic coating, and prime. Cure prior to shipment.
C. Fabrication Tolerances of Polystyrene Board: Comply with EIMA Guidelines Specifications for
Expanded Polystyrene Insulation Board.
2.04 FINISH
A. Finish: Field painted with High-Performance Coatings as per Section 09 9600.
B. Color: As shown in Master Material Schedule on the Drawings, or as otherwise selected by
Architect.
C. Surface Texture: As selected by Architect
The Bridges: Multi-Tenant Building Division 06
Carmel, Indiana WOOD, PLASTICS, AND COMPOSITES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ARCHITECTURAL FOAM MOLDINGS (AFM)06 6110 -3
PART 3 EXECUTION
3.01 PREPARATION
A. Substrate Preparation: Prepare and clean substrates complying with manufacturer’s
requirements for optimum bond between substrate and adhesive. Apply primer where required
by manufacturer for improving adhesion.
B. The Architect and Contractor shall be advised of all discrepancies. Work shall not proceed until
unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Attach to substrate by bonding with adhesive or use of mechanical anchorage. Allow adhesives
to cure prior to removing supports. Seal joints and fill voids.
B. Rated Substrates: Comply with rating of substrate.
C. Fasteners: For larger shapes requiring mechanical fasteners, use only fasteners approved by
the Foam Molding Manufacturer. Fasten to comply with dimensional tolerances. Patch holes,
sand smooth, level and prime.
D. Cutting/Sanding: Wait a minimum of 24 hours before further work on the surface of field bonded
components in order to avoid any movement,
E. Installation Tolerances:
1. 1. Maximum Variation of Finished Unit from True Flatness: 1/8 inch in 10 feet in any
direction.
2. Plane Alignment: 1/16 inch.
3. Variation from Plumb: +/- 1/8 inch in 10 feet.
4. Assembly Deflection: Maximum the length of assembly divided by 240.
5. Joint Alignment or Width: Maximum 1/8 inch.
3.03 CLEAN UP
A. Materials remaining following installation shall be removed by installer.
B. The Installer shall clean adjacent materials and surfacees and the work area of foreign material
resulting from the work under this section.
END OF SECTION
The Bridges: Multi-Tenant Building Division 06
Carmel, Indiana WOOD, PLASTICS, AND COMPOSITES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
GLASS FIBER REINFORCED PLASTIC (GFRP)06 8200 -1
SECTION 06 8200
GLASS FIBER REINFORCED PLASTIC (GFRP)
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Glass fiber reinforced, resin fabrications as indicated on the Drawings.
B. Fiber Reinforced Panels and trim components.
1.02 RELATED SECTIONS
A. Section 04 2000 - Unit Masonry; interface with GFRP elements
B. Section 04 7200 - Cast Stone Masonry; interface with GFRP elements
C. Section 09 9000 - Painting and Coatings; field applied finishes
D. Section 09 9600 - High Performance Coatings; field applied finishes
1.03 REFERENCE STANDARDS
A. ASTM D 638 - Standard Test Method for Tensile Strength of Plastics
B. ASTM D 648 - Standard Test Method for Deflection Temperature of Plastics Under Flexural
Load in the Edgewise Position
C. ASTM D7 90 - Standard Test Methods for Flexural Properties of Unreinforced and Reinforced
Plastics and Electrical Insulating Materials
D. ASTM D 695 - Standard Test Method for Compressive Properties of Rigid Plastics
E. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials
F. FM P7825 - Approval Guide; Factory Mutual Research Corporation; current edition.
G. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition.
H. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
1.04 DESIGN REQUIREMENTS
A. Design items with sufficient strength for handling stresses.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data on specified component products.
C. Shop Drawings: Indicate design load parameters, dimensions, adjacent construction, materials,
thicknesses, fabrication details, required clearances, field jointing, tolerances, colors, finishes,
methods of support, integration of electrical components, and anchorages. Include field
dimensions of the spaces where items are to be installed, if critical to proper installation.
D. Samples: Submit two samples for each custom element,12 x12 inch (305 x 305 mm) in size,
or a minimum of 12 inches long for linear elements, illustrating color, texture, and finish.
E. Maintenance Data: Manufacturer's instructions for stain removal, surface and gloss restoration
.
1.06 QUALITY ASSURANCE
A. Designer Qualifications: Design under direct supervision of a Professional Structural Engineer
experienced in design of this Work and licensed in Indiana.
B.Manufacturer Qualifications: Company specializing in architectural glass fiber and resin
components with 15 years documented experience.
The Bridges: Multi-Tenant Building Division 06
Carmel, Indiana WOOD, PLASTICS, AND COMPOSITES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
GLASS FIBER REINFORCED PLASTIC (GFRP)06 8200 -2
1.07 DELIVERY, STORAGE, AND HANDLING
A. Handle, store and transport fabrications according to Manufacturer's instructions and
recommendations and in a manner that prevents damage.
B. Protect components from damage by retaining shipping protection in place until installation.
C. Store fabrications in clean, dry area off the ground and protected from weather and moisture.
Store units upright and not stacked unless permitted by Manufacturer.
1.08 FIELD CONDITIONS
A. Do not install site fabricated components when site conditions may be detrimental to successful
installation.
B. Maintain temperature and humidity conditions favorable to proper curing of resin during and
after installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Glass Fiber and Resin Fabrications:
1. Fibertech Corp: www.fibertech.net.
2.Stromberg Architectural Products : www.strombergarchitectural.com
3. Substitutions: See Section 01 6000 - Product Requirements.
2.02 MATERIALS
A. Glass Fiber and Resin Fabrications:
1. Fabric Reinforcement: "E" Type, random chopped glass fibers.
2. Glass Content: 25% to 30% by weight.
3. Shell Thickness: 3/16 inch nominal.
4. Surface Coat: Polyurethane
5. Mat: Chopped fine glass fiber strand, sized into mat form,9.5 oz/sq yd (300 g/sq m), for
polyester resin gel coat backup.
6. Resin: Polyester type,fire resistant, high workability characteristics, integral coloring
additives.
7. Provide concealed reinforced anchorage points for anchors of type recommended by
manufacturer.
8. Mark each unit with permanent serial number coordinated with shop drawing designators
to facilitate installation.
9. Cure and clean prior to shipment; remove materials that may be toxic.
2.03 SHOP FABRICATION (GFRP FABRICATIONS)
A. Mold Material: Metal type.
B. Mold Surface: Smooth.
C. Finish other surfaces not in contact with the mold to match the molded surfaces in appearance.
D. Finish trim corners and edges.
E. Coat exposed surfaces and surfaces in contact with moisture or earth with gel coat of resin.
F. Cure components prior to shipment and remove material that may be toxic to plant or animal
life.
2.04 FINISH (GFRP FABRICATIONS)
A. Color: as shown in Master Material Schedule on drawings or as selected by Architect.
B.Exposed to view Surface Texture: as selected by Architect.
C. Finish: .Field painted with High-Performance Coatings as per Section 09 9600
The Bridges: Multi-Tenant Building Division 06
Carmel, Indiana WOOD, PLASTICS, AND COMPOSITES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
GLASS FIBER REINFORCED PLASTIC (GFRP)06 8200 -3
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate is ready to receive work and dimensions are as indicated on shop
drawings.
B. Verify that bearing surfaces are true and level and that support framing has been constructed to
allow accurate placement, alignment and connection of fabrications to the substrate.
C. Check field dimensions affecting the installation of the fabricated components.
D. Report discrepancies between design dimensions and field dimensions, which could adversely
affect installation, to the Architect.
E. Do not proceed with installation until discrepancies are corrected, or until installation
requirements are modified and approved by the Architect.
F. Commencement of installation means acceptance of existing conditions.
3.02 INSTALLATION
A. Glass Fiber and Resin Fabrications:
1. Install fabrications in accordance with shop drawings and fabricator's instructions and
recommendations, plumb and true to line; shim where necessary.
2. Installer to provide fasteners and other accessories required for proper installation of
fabrications as recommended by fabrication Manufacturer.
3. Provide control joints at not more than 35 feet on center if not indicated on Drawings.
4. Provide expansion joints where expansion joints occur in the substrate.
5. Use fastening methods that allow for thermal expansion and contraction.
3.03 TOLERANCES
A. Fabrication thickness: + or - 1/16 inch.
B. Maximum variation from true position: 1/4 inch (6 mm) in 20 feet.
C. Maximum offset from true alignment: 1/8 inch (3 mm) in 20 feet.
3.04 CLEANING
A. Clean components of foreign material without damaging finished surface.
B. Clean fabrications in accordance with fabricator's instructions.
C. Remove excess sealant from FRP panels and moldings. Wipe panels and trim down using a
damp cloth and mild soap solution or cleaner. Do not use abrasive cleaners.
3.05 PROTECTION
A. Place protective structural covering over installed units during construction activities.
B. Touch up, repair or replace damaged fabrications before Substantial Completion.
C. Replace damaged FRP panels before Substantial Completion.
END OF SECTION
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
WATER REPELLENTS 07 1900 -1
SECTION 07 1900
WATER REPELLENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Water repellents applied to exterior masonry and cast stone surfaces.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 -Joint Sealers.
1.03 REFERENCE STANDARDS
A. ASTM D3960 - Standard Practice for Determining Volatile Organic Compound (VOC) Content of
Paints and Related Coatings; 2005.
B. ASTM D5095 - Standard Test Method for Determination of the Nonvolatile Content in Silanes,
Siloxanes, and Silane-Siloxane Blends Used in Masonry Water Repellent Treatments; 1991
(Reapproved 2007).
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a meeting at least one week prior to starting work; require
attendance of affected installers; invite Architect and Owner.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide product description.
C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring
special attention; cautionary procedures required during application.
D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in
this section with minimum three years documented experience.
B. Installer Qualifications: Company specializing in performing the work of this section approved
by manufacturer.
1.07 FIELD CONDITIONS
A. Protect liquid materials from freezing.
B. Do not apply water repellent when ambient temperature is lower than 50 degrees F (10 degrees
C) or higher than 100 degrees F (38 degrees C).
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Silane/Siloxane Water Repellents:
1. Tnemec Company, Inc: www.tnemec.com.
2. BASF Construction Chemicals: www.buildingsystems.basf.com.
3. Pecora Corporation: www.pecora.com.
4. PROSOCO, Inc: www.prosoco.com.
5. Substitutions: See Section 01 6000 - Product Requirements.
2.02 MATERIALS
A. Water Repellent: Non-glossy, colorless, penetrating, water-vapor-permeable, non-yellowing
sealer, that dries invisibly leaving appearance of substrate unchanged.
1. Applications: Vertical surfaces and non-traffic horizontal surfaces.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
WATER REPELLENTS 07 1900 -2
2. Number of Coats: One.
3. VOC Content: Less than 600 g/L, when tested in accordance with ASTM D3690 or D
5095.
4. Maintains dry appearance when wetted.
5. Products: Water-based siloxane, silane, or blend that reacts chemically with concrete and
masonry; minimum 20 percent nonvolatile content.
a. BASF Construction Chemicals; Enviroseal 20. [VOC <350 g/L]
b. PROSOCO, Inc; Sure Klean Weather Seal H40.
c.Tnemec Co., Inc.; Dur-A-Pell 10 (635) or Prime-a-Pell H2O (633).
d. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify joint sealants are installed and cured.
C. Verify surfaces to be coated are dry, clean, and free of efflorescence, oil, or other matter
detrimental to application of water repellent.
3.02 PREPARATION
A. Protection of Adjacent Work:
1. Protect adjacent landscaping, property, and vehicles from drips and overspray.
2. Protect adjacent surfaces not intended to receive water repellent.
B. Prepare surfaces to be coated as recommended by water repellent manufacturer for best
results.
C. Do not start work until masonry mortar substrate is cured a minimum of 60 days.
D. Remove loose particles and foreign matter.
E. Remove oil and foreign substances with a chemical solvent that will not affect water repellent.
F. Scrub and rinse surfaces with water and let dry.
G. Allow surfaces to dry completely to degree recommended by water repellent manufacturer
before starting coating work.
3.03 APPLICATION
A. Apply water repellent in accordance with manufacturer's instructions, using procedures and
application methods recommended as producing the best results.
B. Apply at rate recommended by manufacturer, continuously over entire surface.
C. Apply one coat, minimum.
D. Remove water repellent from unintended surfaces immediately by a method instructed by water
repellent manufacturer.
END OF SECTION
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
THERMAL INSULATION 07 2100 -1
SECTION 07 2100
THERMAL INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Board insulation at perimeter foundation wall and underside of floor slabs.
B. Batt insulation and vapor retarder in exterior wall construction.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
B. Section 07 2400 - Exterior Insulation and Finish System: Board insulation on exterior side of
walls, finished with weatherproof coating.
C. Section 07 2500 -Weather Barriers: Separate air barrier and vapor retarder materials.
D. Section 07 5300 -Elastomeric Membrane Roofing: Insulation specified as part of roofing
system.
E. Section 09 2116 -Gypsum Board Assemblies: Acoustic insulation inside walls and partitions.
1.03 REFERENCE STANDARDS
A. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation;
2011be1.
B. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light
Frame Construction and Manufactured Housing; 2012.
C. ASTM D2842 - Standard Test Method for Water Absorption of Rigid Cellular Plastics; 2006.
D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2012.
E. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750
Degrees C; 2012.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on product characteristics, performance criteria, and product
limitations.
C. Manufacturer's Installation Instructions: Include information on special environmental conditions
required for installation and installation techniques.
D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
1.05 FIELD CONDITIONS
A. Do not install insulation adhesives when temperature or weather conditions are detrimental to
successful installation.
PART 2 PRODUCTS
2.01 APPLICATIONS
A. Insulation Under Concrete Slabs: Extruded polystyrene board.
B. Insulation at Perimeter of Foundation: Expanded polystyrene board.
C. Insulation in Wood Framed Walls: Batt insulation with separate vapor retarder.
2.02 FOAM BOARD INSULATION MATERIALS
A. Expanded Polystyrene Board Insulation: ASTM C578; with the following characteristics:
1. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
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2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84.
3. Board Size: 48 x 96 inch (1220 x 2440 mm).
4. Board Thickness: 1-1/2 inches (38 mm).
5. Board Edges: Square.
6. Water Absorption: 4 percent by volume, maximum, when tested In accordance with ASTM
D2842.
7. Board Density: 0.7 lb/cu ft (12 kg/cu m).
8. Compressive Resistance: 5 psi (35 kPa).
9. Thermal Conductivity (k factor) at 25 degrees F (-3.9 degrees C): 0.28 (0.48).
10. Manufacturers:
a. AFM Corp: www.r-control.com.
b. Diversifoam Products: www.diversifoam.com.
B. Extruded Polystyrene Board Insulation: ASTM C578, Type X; Extruded polystyrene board with
either natural skin or cut cell surfaces; with the following characteristics:
1. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84.
3. Board Size: 48 x 96 inch (1220 x 2440 mm).
4. Board Thickness: 1-1/2 inches (37.5 mm).
5. Board Edges: Square.
6. Thermal Conductivity (k factor) at 25 degrees F (-3.9 degrees C): 0.18 (0.31).
7. Compressive Resistance: 15 psi (104 kPa).
8. Board Density: 1.3 lb/cu ft (21 kg/cu m).
9. Water Absorption, maximum: 0.3 percent, volume.
10. Manufacturers:
a. Dow Chemical Co: www.dow.com.
b. Owens Corning Corp: www.owenscorning.com.
2.03 BATT INSULATION MATERIALS
A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665;
friction fit.
1. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84.
3. Combustibility: Non-combustible, when tested in accordance with ASTM E136, except for
facing, if any.
4. Thermal Resistance: R of 19 (____).
5. Facing: Unfaced.
6. Manufacturers:
a. CertainTeed Corporation: www.certainteed.com.
b. Johns Manville Corporation: www.jm.com.
c. Owens Corning Corp: www.owenscorning.com.
2.04 ACCESSORIES
A. Insulation Fasteners: Impaling clip of unfinished steel with washer retainer and clips, to be
mechanically fastened to surface to receive insulation, length to suit insulation thickness and
substrate, capable of securely and rigidly fastening insulation in place.
B. Adhesive: Type recommended by insulation manufacturer for application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are
ready to receive insulation and adhesive.
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THERMAL INSULATION 07 2100 -3
B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or
substances that may impede adhesive bond.
3.02 BOARD INSTALLATION AT FOUNDATION PERIMETER
A. Install boards horizontally on foundation perimeter.
1. Place boards to maximize adhesive contact.
2. Butt edges and ends tightly to adjacent boards and to protrusions.
B. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.
3.03 BOARD INSTALLATION UNDER CONCRETE SLABS
A. Place insulation under slabs on grade after base for slab has been compacted.
B. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.
C. Prevent insulation from being displaced or damaged while placing vapor retarder and placing
slab.
3.04 BATT INSTALLATION
A. Install insulation in accordance with manufacturer's instructions.
B. Install in exterior wall spaces without gaps or voids. Do not compress insulation.
C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.
D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services
within the plane of the insulation.
E. Retain insulation batts in place with spindle fasteners at 12 inches (300 mm) on center.
3.05 PROTECTION
A. Do not permit installed insulation to be damaged prior to its concealment.
END OF SECTION
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EXTERIOR INSULATION AND FINISH SYSTEMS 07 2400 -1
SECTION 07 2400
EXTERIOR INSULATION AND FINISH SYSTEMS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Composite wall and soffit cladding of rigid insulation and reinforced finish coating ("Class PB").
B. Drainage and water-resistive barriers behind insulation board.
C. Incidental uses of same finish coating applied directly to concrete, masonry, and glass mat
sheathing or PT plywood.
1.02 RELATED REQUIREMENTS
A. Section 05 4000 -Cold-Formed Metal Framing: Sheathing on metal studs.
B. Section 06 1000 -Rough Carpentry: Sheathing on wood framing.
C. Section 07 6200 -Sheet Metal Flashing and Trim.
D. Section 07 9005 -Joint Sealers: Perimeter and penetration sealants.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate wall and soffit joint patterns, joint details, and molding profiles.
C. Product Data: Provide data on system materials, product characteristics, performance criteria,
and system limitations.
D. Verification Samples: Submit actual samples of selected coating on specified substrate,
minimum 12 inches (300 mm) square, illustrating project colors and textures.
E. Manufacturer's Installation Instructions: Indicate preparation required, installation techniques,
and jointing requirements.
1.04 QUALITY ASSURANCE
A. Maintain copy of specified installation standard and manufacturer's installation instructions at
project site at all times during installation.
B. EIFS Manufacturer Qualifications: Provide all EIFS products other than insulation from the
same manufacturer with qualifications as follows:
1. Member in good standing of EIMA (EIFS Industry Members Association).
2. Manufacturer of EIFS products for not less than 10 years.
3. Manufacturing facilities ISO 9001 certified.
C. Insulation Manufacturer Qualifications: Approved by manufacturer of EIFS and approved and
labeled under third party quality program as required by applicable building code.
D. Installer Qualifications: Company specializing in EIFS work, with not less than 5 years of
documented experience, and approved by the EIFS manufacturer.
1.05 MOCK-UP
A. It is a requirement to construct several multi-material/component mock-ups incorporating all
exterior finish material components and their respective adjacencies and interfaces. The EIFS
specified in this section will be a part of some, or all, of those mock-ups.
B. See Section 01 4000 - Quality Requirements, for general requirements, schedule and
description of the mock-ups.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to project site in manufacturer's original, unopened containers with
labels intact. Inspect materials and notify manufacturer of any discrepancies.
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EXTERIOR INSULATION AND FINISH SYSTEMS 07 2400 -2
B. Storage: Protect adhesives and finish materials from freezing and temperatures in excess of 90
degrees F (32 degrees C).
1. Protect Portland cement based materials from moisture and humidity. Store under cover
off the ground in a dry location.
2. Protect insulation materials from exposure to sunlight.
1.07 FIELD CONDITIONS
A. Do not prepare materials or apply EIFS during inclement weather unless areas of installation
are protected. Protect installed EIFS areas from inclement weather until dry.
B. Do not install coatings or sealants when ambient temperature is below 40 degrees F (5 degrees
C).
C. Do not leave installed insulation board exposed to sunlight for extended periods of time.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide manufacturer's standard material warranty, covering a period of not less than 5 years.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Acceptable Manufacturers:
1. Parex USA, Inc.; Parex Standard WaterMaster EIFS: www.parex.com.
2. BASF Wall Systems (Senergy, Finestone, Acrocrete, SonoWall):
www.wallsystems.basf.com.
3. Sto Corp; Product ____: www.stocorp.com.
4.Dryvit Systems Inc.: www.dryvit.com
5. Substitutions: See Section 01 6000 - Product Requirements.
2.02 EXTERIOR INSULATION AND FINISH SYSTEM
A. Exterior Insulation and Finish System: DRAINAGE type; reinforced finish coating on
mechanically-fastened grooved insulation board over water-resistive coating over substrate;
provide a complete system that has been tested to show compliance with the following
characteristics; include all components of specified system and substrate(s) in tested samples.
B. Exterior Insulation and Finish System: BARRIER type; reinforced finish coating on insulation
board adhesive-applied direct to substrate; provide a complete system that has been tested to
show compliance with the following characteristics; include all components of specified system
and substrate in tested samples.
C. Fire Characteristics:
1. Flammability: Pass, when tested in accordance with NFPA 285.
2. Ignitibility: No sustained flaming when tested in accordance with NFPA 268.
3. Potential Heat of Foam Plastic Insulation Tested Independently of Assembly: No portion of
the assembly having potential heat that exceeds that of the insulation sample tested for
flammability (above), when tested in accordance with NFPA 259 with results expressed in
Btu per square foot (mJ/sq m).
D. Water Penetration Resistance: No water penetration beyond the plane of the base
coat/insulation board interface after 15 minutes, when tested in accordance with ASTM E331 at
6.24 psf (299 Pa) differential pressure with tracer dye in the water spray; include in tested
sample at least two vertical joints and one horizontal joint of same type to be used in
construction; disassemble sample if necessary to determine extent of water penetration.
E. Drainage Efficiency: Average minimum efficiency of 90 percent, when tested in accordance
with ASTM E2273 for 75 minutes.
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EXTERIOR INSULATION AND FINISH SYSTEMS 07 2400 -3
F. Salt Spray Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating after 300 hours exposure in accordance with ASTM
B117, using at least three samples matching intended assembly, at least 4 by 6 inches (100 by
150 mm ) in size.
G. Freeze-Thaw Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating when viewed under 5x magnification after 10 cycles,
when tested in accordance with ICC-ES AC 219 or 235.
H. Weathering Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating when viewed under 5x magnification after 2000
hours of accelerated weathering conducted in accordance with ASTM G153 Cycle 1 or ASTM
G155 Cycle 1, 5, or 9.
I. Water Degradation Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating after 14 days exposure, when tested in accordance
with ASTM D2247.
J. Mildew Resistance: No growth supported on finish coating during 28 day exposure period,
when tested in accordance with ASTM D3273.
K. Abrasion Resistance Of Finish: No cracking, checking or loss of film integrity when tested in
accordance with ASTM D968 with 500 liters of sand.
L. Impact Resistance: Construct system to provide the following impact resistance without
exposure of broken reinforcing mesh, when tested in accordance with ASTM E2486:
1. Standard:25 to 49 in-lb (2.83 to 5.54 J), for areas not indicated as requiring higher impact
resistance.
2. High:90 to 150 in-lb (10.2 to 17 J), for areas with general access to public where the EIFS
occurs within three (3) feet of grade or walkway.
2.03 MATERIALS
A. Finish Coating Top Coat: Water-based, air curing,acrylic or polymer-based finish with integral
color and texture.
1. Texture:as indicated on the Master Material Schedule on the drawings.
2. Color:as indicated on the Master Material Schedule on the drawings.
B. Base Coat: Fiber-reinforced,acrylic or polymer-based product compatible with insulation board
and reinforcing mesh.
C. Reinforcing Mesh: Balanced, open weave glass fiber fabric, treated for compatibility and
improved bond with coating, weight, strength, and number of layers as required to meet
required system impact rating.
D. Insulation Board: Molded, expanded polystyrene board; ASTM C578, Type I; with the following
characteristics:
1. Grooved Board: Back side of board adjacent to sheathing grooved with vertical channels
designed to allow moisture to drain; at drainage points provide board configuration that
permits drainage to the exterior.
2. Board Size: 24 by 48 inches (610 by 1220 mm).
3. Board Size Tolerance: plus/minus 1/16 inch (1.5 mm) from square and dimension.
4. Board Thickness: As indicated on drawings.
5. Thickness Tolerance: plus/minus 1/16 inch (1.5 mm) maximum.
6. Board Edges: Square.
7. Thermal Resistance (R factor per 1 in (25.4 mm)) at 75 degrees F (24 degrees C):4.20
(0.74).
8. Board Density: 1.8 lb/cu ft (29 kg/cu m).
9. Compressive Resistance: 25 psi (173 kPa).
10. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
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EXTERIOR INSULATION AND FINISH SYSTEMS 07 2400 -4
11. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/450, when
tested in accordance with ASTM E84.
12. Manufacturers:
a.Parex USA, Inc.; Type I EPS.
b.STO Corp.; StoTherm.
c.Pactiv Corporation; GreenGuard XPS, Type IV.
13. Substitutions: See Section 01 6000 - Product Requirements.
E. Combination Drainage Layer/Water-Resistive Barrier: Air- and water-resistive sheet complying
with ASTM E1677 Type I, dimpled or otherwise profiled to maintain air and drainage space
between insulation board and sheathing; MINIMUM water vapor permeance of 20 perms (1150
ng/(s m sq Pa)); furnished or approved by EIFS manufacturer.
1. Manufacturers:
a. STO Corp.; StoGuard
b. Pactive Corporation; Greenguard, DC-14
2. Substitutions: See Section 01 6000 - Product Requirements
F. Flashing Tape: Self-adhering rubberized asphalt tape with polyethylene backing or other
material furnished or approved by EIFS manufacturer.
2.04 ACCESSORY MATERIALS
A. Insulation Adhesive: Type required by EIFS manufacturer for project substrate.
B. Insulation Fasteners: Fastener and plate system appropriate for substrate and as
recommended by EIFS manufacturer.
C. Metal Flashings: As specified in Section 07 6200.
D. Trim: EIFS manufacturer's standard PVC or galvanized steel trim accessories, as required for a
complete project and including starter track and drainage accessories.
E. Sealant Materials:As recommended by EIFS manufacturer.
F. Exterior Soffit Vents:One piece, perforated,ASTM B221 6063 T5 alloy aluminum, with edge
suitable for direct application to gypsum board and manufactured especially for soffit
application. Provide ventilation area shown on drawings..
PART 3 EXECUTION
3.01 GENERAL
A. Install in accordance with EIFS manufacturer's instructions and ASTM C1397.
B. Where different requirements appear in either document, comply with the most stringent.
C. Neither of these documents supercedes the provisions of the Contract Documents that define
the contractual relationships between the parties or the scope of work.
3.02 EXAMINATION
A. Verify that substrate is sound and free of oil, loose materials, or protrusions that could interfere
with EIFS installation and is of a type and construction that is acceptable to EIFS manufacturer.
Do not begin work until substrate and adjacent materials are complete and thoroughly dry.
B. Verify that substrate surface is flat, with no deviation greater than 1/4 in (6 mm) when tested
with a 10 ft (3 m) straightedge.
3.03 INSTALLATION - WATER-RESISTIVE BARRIER
A. Mechanically attach sheet materials to substrate using fasteners and fastener spacing
recommended by EIFS manufacturer.
B. Seal all substrate transitions and intersections with other materials to form continuous
water-resistive barrier on exterior of sheathing, using method recommended by manufacturer.
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EXTERIOR INSULATION AND FINISH SYSTEMS 07 2400 -5
C. At door and window openings, seal water-resistive barrier to rough opening structure before
installation of metal flashings, sills, or frames, using method recommended by manufacturer.
D. Lap flashing tape at least 2 inches (50 mm) on each side of joint or transition.
E. Install drainage layer or spacers after flashing tape has been completed.
F. Exterior Soffit Vents: Install according to manufacturer's written instructions and in locations
shown on the drawings. Provide vent area specified.
3.04 INSTALLATION - INSULATION
A. Install in accordance with manufacturer's instructions.
B. Prior to installation of boards, install starter track and other trim level and plumb and securely
fastened. Install only in full lengths, to minimize moisture intrusion; cut horizontal trim tight to
vertical trim.
C. Install back wrap reinforcing mesh at all openings and terminations that are not to be protected
with trim.
D. On wall surfaces, install boards horizontally.
E. Place boards in a method to maximize tight joints. Stagger vertical joints and interlock at
corners. Butt edges and ends tight to adjacent board and to protrusions. Achieve a continuous
flush insulation surface, with no gaps in excess of 1/16 inch (1.6 mm).
F. Rasp irregularities off surface of installed insulation board.
G. Mechanical Fastening: Space fasteners as recommended by EIFS manufacturer.
3.05 INSTALLATION - FINISH
A. Base Coat: Apply in thickness as necessary to fully embed reinforcing mesh, wrinkle free,
including back-wrap at all terminations of the EIFS. Install reinforcing fabric as recommended by
EIFS manufacturer.
1. Lap reinforcing mesh edges and ends a minimum of 2-1/2 inches (64 mm).
2. Allow base coat to dry a minimum of 24 hours before next coating application.
B.As required by impact resistance requirements, install second layer of reinforcing mesh
embedded in second coat of base coating, tightly butting ends and edges of mesh.
C. Apply finish coat after base coat has dried not less than 24 hours, embed finish aggregate, and
finish to a uniform texture and color.
D. Finish Coat Thickness: As recommended by manufacturer.
E. Apply sealant at finish perimeter and expansion joints in accordance with Section 07 9005.
3.06 CLEANING
A. Clean EIFS surfaces and work areas of foreign materials resulting from EIFS operations.
3.07 PROTECTION
A. Protect completed work from damage and soiling by subsequent work.
END OF SECTION
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WEATHER BARRIERS 07 2500 -1
SECTION 07 2500
WEATHER BARRIERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Air Barriers: Materials that form a system to stop passage of air through exterior walls, joints
between exterior walls and roof, joints around frames of openings in exterior walls, and ____.
1.02 RELATED REQUIREMENTS
A. Section 07 2100 -Thermal Insulation: Vapor retarder installed in conjunction with batt
insulation.
B. Section 07 2400 -Exterior Insulation and Finish System: Water-resistive barrier under exterior
insulation.
C. Section 07 5300 -Elastomeric Membrane Roofing: Vapor retarder installed as part of roofing
system.
D. Section 07 9005 -Joint Sealers: Sealant materials and installation techniques.
E. Section 09 2116 -Gypsum Board Assemblies: Water-resistive barrier under exterior cladding.
1.03 DEFINITIONS
A. Air Barrier: Air tight barrier made of material that is relatively air impermeable but water vapor
permeable, both to the degree specified, with sealed seams and with sealed joints to adjacent
surfaces. Note: For the purposes of this specification, vapor impermeable air barriers are
classified as vapor retarders.
1.04 REFERENCE STANDARDS
A. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified Bituminous
Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2011.
B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2012.
C. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2010.
D. ASTM E2178 - Standard Test Method for Air Permeance of Building Materials; 2011.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on material characteristics.
C. Shop Drawings: Provide drawings of special joint conditions.
D. Manufacturer's Installation Instructions: Indicate preparation.
1.06 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the materials manufacturers before,
during and after installation.
PART 2 PRODUCTS
2.01 WEATHER BARRIER ASSEMBLIES
A. Air Barrier:
1. On outside surface of sheathing of exterior walls use air barrier sheet, mechanically
fastened type.
2.02 AIR BARRIER MATERIALS (WATER VAPOR PERMEABLE AND WATER-RESISTIVE)
A. Air Barrier Sheet, Mechanically Fastened:
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WEATHER BARRIERS 07 2500 -2
1. Air Permeance: 0.004 cubic feet per minute per square foot (0.02 L/s/sq m), maximum,
when tested in accordance with ASTM E2178.
2. Water Vapor Permeance: 5 perms (286 ng/(Pa s sq m)), minimum, when tested in
accordance with ASTM E96/E96M Procedure A (desiccant method).
3. Ultraviolet and Weathering Resistance: Approved in writing by manufacturer for minimum
of 4 months weather exposure.
4. Surface Burning Characteristics: Flame spread index of 25 or less, smoke developed
index of 50 or less, when tested in accordance with ASTM E84.
5. Products:
a. DuPont Building Innovations; Tyvek Commercial Wrap with FlexWrap NF,
StraightFlash, Tyvek Commercial Sealant, Tyvek Wrap Caps, and Tyvek Tape:
www.dupont.com.
2.03 SEALANTS
A. Primers, Cleaners, and Other Sealant Materials: As recommended by sealant manufacturer,
appropriate to application, and compatible with adjacent materials.
2.04 ACCESSORIES
A. Flexible Flashing: Self-adhesive sheet flashing complying with ASTM D1970, except slip
resistance requirement is waived if not installed on a roof.
1. Thickness: 40 mil (0.040 inch) (1.02 mm), nominal.
2. Products:
a. DuPont Building Innovations; FlexWrap NF: www.dupont.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
B. Thinners and Cleaners: As recommended by material manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and conditions are ready to accept the work of this section.
3.02 PREPARATION
A. Remove projections, protruding fasteners, and loose or foreign matter that might interfere with
proper installation.
3.03 INSTALLATION
A. Install materials in accordance with manufacturer's instructions.
B. Air Barriers: Install continuous air tight barrier over surfaces indicated, with sealed seams and
with sealed joints to adjacent surfaces.
C. Mechanically Fastened Sheets - On Exterior:
1. Install sheets shingle-fashion to shed water, with seams generally horizontal.
2. Overlap seams as recommended by manufacturer but at least 6 inches.
3. Overlap at outside and inside corners as recommended by manufacturer but at least 12
inches (305 mm).
4. For applications specified to be air tight, seal seams, laps, penetrations, tears, and cuts
with self-adhesive tape; use only large-headed, gasketed fasteners recommended by the
manufacturer.
5. Install air barrier and vapor retarder UNDER jamb flashings.
6. Install head flashings under weather barrier.
7. At openings to be filled with frames having nailing flanges, wrap excess sheet into
opening; at head, seal sheet over flange and flashing.
D. Openings and Penetrations in Exterior Weather Barriers:
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WEATHER BARRIERS 07 2500 -3
1. Install flashing over sills, covering entire sill frame member, extending at least 5 inches
(125 mm) onto weather barrier and at least 6 inches (150 mm) up jambs; mechanically
fasten stretched edges.
2. At openings to be filled with frames having nailing flanges, seal head and jamb flanges
using a continuous bead of sealant compressed by flange and cover flanges with at least 4
inches (100 mm) wide; do not seal sill flange.
3. At openings to be filled with non-flanged frames, seal weather barrier to all sides of
opening framing, using flashing at least 9 inches (230 mm) wide, covering entire depth of
framing.
4. At head of openings, install flashing under weather barrier extending at least 2 inches (50
mm) beyond face of jambs; seal weather barrier to flashing.
5. At interior face of openings, seal gap between window/door frame and rough framing,
using joint sealant over backer rod.
6. Service and Other Penetrations: Form flashing around penetrating item and seal to
weather barrier surface.
3.04 FIELD QUALITY CONTROL
A. Do not cover installed weather barriers until required inspections have been completed.
B. Take digital photographs of each portion of the installation prior to covering up.
3.05 PROTECTION
A. Do not leave materials exposed to weather longer than recommended by manufacturer.
END OF SECTION
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ELASTOMERIC MEMBRANE ROOFING 07 5300 -1
SECTION 07 5300
ELASTOMERIC MEMBRANE ROOFING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Elastomeric roofing membrane,adhered conventional application.
B. Insulation,flat.
C. Vapor retarder.
D. Flashings.
E. Roofing cant strips, stack boots, roofing expansion joints, and walkway pads.
1.02 RELATED REQUIREMENTS
A. Section 07 6200 -Sheet Metal Flashing and Trim: Counterflashings and copings.
B. Section 07 7100 - Roof Specialties: Aluminum attic vents.
C. Section 07 7200 -Roof Accessories: Roof-mounted units.
D. Section 22 1006 -Plumbing Piping Specialties: Roof drains.
1.03 REFERENCE STANDARDS
A. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal
Insulation Board; 2012.
B. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply Roof
Membrane; 2012.
C. FM P7825 - Approval Guide; Factory Mutual Research Corporation; current edition.
D. FM DS 1-28 - Wind Design; Factory Mutual Research Corporation; 2007.
E. NRCA - The NRCA Roofing Manual Membrane Roof Systems; National Roofing Contractors
Association; 2007
F. SPRI RP-4 - Wind Design Standard for Ballasted Single-Ply Roofing Systems; Single Ply
Roofing Institute; 2008 (ANSI/SPRI RP-4).
G. UL (RMSD) - Roofing Materials and Systems Directory; Underwriters Laboratories Inc.; current
edition.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate with installation of associated counterflashings installed under other sections.
B. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of
this section; require attendance by all affected installers; review preparation and installation
procedures and coordination and scheduling necessary for related work.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating membrane materials,flashing materials, insulation, vapor
retarder, surfacing, and fasteners.
C. Shop Drawings: Indicate joint or termination detail conditions and conditions of interface with
other materials.
D. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter
conditions requiring special attention.
E. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
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ELASTOMERIC MEMBRANE ROOFING 07 5300 -2
F. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.06 QUALITY ASSURANCE
A. Perform work in accordance with manufacturer's instructions and The NRCA Roofing Manual
Membrane Roof Systems - 2007.
B. Source Limitations: All components listed in this section shall be provided by the membrane
manufacturer or approved by the primary roofing membrane manufacturer. All components will
be FM Approved for use together to assure an FM Approved Class Roofing System, when
completed.
C. The completed FM Approved Class Roofing System shall conform to the requirements as
stated in FM DS 1-28.
D. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum 15 years of documented experience.
E. Installer Qualifications: Company specializing in performing the work of this section approved
by manufacturer.
F. Installer to follow manufacturer's published installation guide specifications to comply with
requirements for the membrane roofing system and to meet the conditions of the specified
Warranty.
G. Final Inspection:
1. Manfucturer's representative shall provide a comprehensive final inspection after
completion of the roof system. All application errors must be addressed and final punch list
completed.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels
intact.
B. Store products in weather protected environment, clear of ground and moisture.
C. Protect foam insulation from direct exposure to sunlight. Cover with weather resistant tarp in
addition to manufacturer's standard shipping cover.
1.08 FIELD CONDITIONS
A. Do not apply roofing membrane during unsuitable weather.
B. Do not apply roofing membrane when ambient temperature is below 40 degrees F.
C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is
expected or occurring.
D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be
weatherproofed the same day.
1.09 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Verify Manufacturer's requirements for proprietary materials and accessories with warranty
conditions/exclusions.
C. Correct defective Work within a two year period after Date of Substantial Completion.
D. Provide 15 year manufacturer's material and labor warranty to cover failure to prevent
penetration of water.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ELASTOMERIC MEMBRANE ROOFING 07 5300 -3
PART 2 PRODUCTS
2.01 MANUFACTURERS
A.EPDM Membrane Materials:
1. Carlisle SynTec; Sure-Seal EPDM: www.carlisle-syntec.com.
2. Firestone Building Products Co.; RubberGuard EPDM: www.firestonebpco.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
B. Insulation:
1.Carlisle SynTec; HP-H Polyiso.
2. [Firestone Building Products Co.; ISO 95+].
3. Substitutions: See Section 01 6000 - Product Requirements.
2.02 ROOFING - UNBALLASTED APPLICATIONS
A. Elastomeric Membrane Roofing: One ply membrane,fully adhered, over insulation.
B. Roofing Assembly Requirements:
1. Roof Covering External Fire-Resistance Classification: UL Class A.
2. Factory Mutual Classification: Class I and windstorm resistance of I-90, in accordance
with FM DS 1-28.
C. Acceptable Insulation Types - Constant Thickness Application:Any of the types specified.
1.Minimum 2 layers of polyisocyanurate board.
2.03 ROOFING MEMBRANE AND ASSOCIATED MATERIALS
A. Membrane: Ethylene-propylene-diene-terpolymer (EPDM);externally reinforced with fabric;
complying with minimum properties of ASTM D 4637.
1. Thickness: 0.060 inch (1.5 mm)
2. Sheet Width:76 inch (1930 mm), minimum; factory-fabricate into largest sheets possible.
3. Color: Black.
4.Bid Alternate No. 2: Provide piricing for alternate membrane color as follows:
a. Alternate Color:White
B. Seaming Materials: Factory applied seam tape (FAT).
C. Flexible Flashing Material:Same material as membrane; conforming to the following:
1. Thickness: 60 mil (1.5 mm).
2. Tensile Strength: 1,200 psi (8.3 MPa).
3. Elasticity: 50 percent with full recovery without set.
4. Color: to match membrane.
2.04 INSULATION
A. Polyisocyanurate Board Insulation: Rigid cellular foam, complying with ASTM C1289,Type II,
Class 1, cellulose felt or glass fiber mat both faces; Grade 2 and with the following
characteristics:
1. Compressive Strength:20 psi (138 kPa)
2. Board Size: 48 x 96 inch (1220 x 2440 mm).
3. Board Thickness: 2 inch (50 mm) (minimum thickness allowed).
4. Tapered Board: Slope as indicated; minimum thickness 1/2 inch (12.5 mm); fabricate of
fewest layers possible.
5. Thermal Resistance (LTTR): Value of 12.1 per 2 inch board thickness.
6. Board Edges: Square.
7. Manufacturers:
a. Atlas Roofing Corporation; ACFoam-II and Tapered ACFoam-II:
www.atlasroofing.com.
b. GAF Materials Corporation: Energy-Guard PolyIso; www.gaf.com.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ELASTOMERIC MEMBRANE ROOFING 07 5300 -4
8. Substitutions: See Section 01 6000 - Product Requirements.
2.05 ACCESSORIES
A. Stack Boots: Prefabricated flexible boot and collar for pipe stacks through membrane;
elastomeric material compatible with membrane.
B. Pre-Cut Tapered Insulation:
1. Manufacturers:
a. Atlas Roofing Corporation;Gemini Pre-Cut Crickets, Gemini One-Piece Drain Set,
Gemini One-Piece Miter, and Gemini Tapered Edge Strip: www.atlasroofing.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
C. Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer.
1. Length as required for thickness of insulation material and penetration of deck substrate,
with metal washers.
D. Membrane Adhesive: Water based or solvent based per membrane manufacturer.
E. Insulation Adhesive: Hot asphalt.
F. Walkway Pads: Suitable for maintenance traffic, contrasting color or otherwise visually
distinctive from roof membrane.
1. Composition: Rubber.
2. Size: 18 x 18 inch (460 x 460 mm).
3. Surface Color: Black
4. Products:
a.Walkway pads as recommended and/or provided by selected membrane
manufacturer..
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and site conditions are ready to receive work.
B. Verify deck is supported and secure.
C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped
and suitable for installation of roof system.
D. Verify deck surfaces are dry and free of snow or ice.
E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and nailing strips
are in place.
3.02 INSULATION - UNDER MEMBRANE
A. Attachment of Insulation:
1. Mechanically fasten first layer of insulation to deck in accordance with roofing
manufacturer's instructions and Factory Mutual requirements.
2. Embed second layer of insulation into full bed of hot asphalt in accordance with roofing
and insulation manufacturers' instructions.
3. Embed cover board into full bed of hot asphalt in accordance with roofing and insulation
manufacturer's instructions.
B. Lay subsequent layers of insulation with joints staggered minimum 6 inch (150 mm) from joints
of preceding layer.
C. Place tapered insulation to the required slope pattern in accordance with manufacturer's
instructions.
D. On metal deck, place boards parallel to flutes with insulation board edges bearing on deck
flutes.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ELASTOMERIC MEMBRANE ROOFING 07 5300 -5
E. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to
perimeter blocking and around penetrations through roof.
F. At roof drains, use factory-tapered boards to slope down to roof drains over a distance of 18
inches (450 mm).
G. Do not apply more insulation than can be covered with membrane in same day.
3.03 MEMBRANE APPLICATION
A. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.
B. Shingle joints on sloped substrate in direction of drainage.
C. Fully Adhered Application: Apply adhesive to substrate per manufacturers' instructions. Fully
embed membrane in adhesive except in areas directly over or within 3 inches of expansion
joints. Fully adhere one roll before proceeding to adjacent rolls.
D. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches (75 mm).
Seal permanently waterproof.
E. At intersections with vertical surfaces:
1. Secure flashing to nailing strips at 4 inches (100 mm) on center.
F. At gravel stops, extend membrane under gravel stop and to the outside face of the wall.
G. Around roof penetrations, seal flanges and flashings with flexible flashing.
H. Install roofing expansion joints where indicated. Make joints watertight.
I. Coordinate installation of roof drains and sumps and related flashings.
J. Coordinate installation of associated counterflashings installed under other sections.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field quality control
and inspection.
B. Require site attendance of roofing material manufacturer daily during installation of the Work.
3.05 CLEANING
A. Remove bituminous markings from finished surfaces.
B. In areas where finished surfaces are soiled by work of this section, consult manufacturer of
surfaces for cleaning advice and conform to their documented instructions.
C. Repair or replace defaced or damaged finishes caused by work of this section.
3.06 PROTECTION
A. Protect installed roofing and flashings from construction operations.
B. Where traffic must continue over finished roof membrane, protect surfaces using durable
materials.
END OF SECTION
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
SHEET METAL FLASHING AND TRIM 07 6200 -1
SECTION 07 6200
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings and counterflashings.
B. Reglets and accessories.
1.02 RELATED REQUIREMENTS
A. Section 07 5300 - Elastomeric Membrane Roofing: Roofing system.
B. Section 07 7123 -Manufactured Gutters and Downspouts: coordinate installation.
C. Section 07 7100 -Roof Specialties: Preformed flashings and manufactured expansion joint
covers.
D. Section 07 7200 -Roof Accessories: Roof-mounted units.
E. Section 07 9005 -Joint Sealers.
F. Section 09 9600 - High-Performance Coatings: shop applied finish.
1.03 REFERENCE STANDARDS
A. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for
Superior Performing Organic Coatings on Aluminum Extrusions and Panels; 2011.
B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2011.
C. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007
(Reapproved 2012)e1.
D. FM DS 1-49 - Perimeter Flashing; Factory Mutual Research Corporation: 2000.
E. SPRI ES-1 - Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems;
Single Ply Roofing Industry; 2003. (ANSI/SPRI ES-1)
F. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning
Contractors' National Association; 2003.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene one week before starting work of this section.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods,
flashings, terminations, and installation details.
C. Samples: Submit two samples 2 x 2 inch (50 x 50 mm) in size illustrating metal finish color.
1.06 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and
standard details, except as otherwise indicated.
B. All components specified in this section are to be designed and installed to meet the
requirements of FM DS 1-49.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope
metal sheets to ensure drainage.
B. Prevent contact with materials that could cause discoloration or staining.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
SHEET METAL FLASHING AND TRIM 07 6200 -2
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 0.02 inch (0.6
mm) thick base metal.
B. Pre-Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum
0.02 inch (0.6 mm) thick base metal, shop pre-coated with PVDF coating.
1. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA
2605; multiple coat, thermally cured fluoropolymer finish system.
2. Color: As selected by Architect from manufacturer's standard colors.
2.02 ACCESSORIES
A. Fasteners: Same material and finish as flashing metal, with soft neoprene washers.
B. Primer: Zinc chromate type.
C. Protective Backing Paint: Zinc molybdate alkyd.
D. Sealant: Type S-1 specified in Section 07 9005.
E. Plastic Cement: ASTM D4586, Type I.
F. Reglets: Surface mounted type,galvanized steel; face and ends covered with plastic tape .
2.03 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside 1/2 inch (13 mm); miter and seam corners.
D. Form material with flat lock seams, except where otherwise indicated. At moving joints, use
sealed lapped, bayonet-type or interlocking hooked seams.
E. Fabricate corners from one piece with minimum 18 inch (450 mm) long legs;seam for rigidity,
seal with sealant.
F. Fabricate flashings to allow toe to extend 2 inches (50 mm) over roofing gravel. Return and
brake edges.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets
in place, and nailing strips located.
B. Verify roofing termination and base flashings are in place, sealed, and secure.
3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.
B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film
thickness of 15 mil (0.4 mm).
3.03 INSTALLATION
A. Secure flashings in place using concealed fasteners. Use exposed fasteners only where
permitted.
B. Apply plastic cement compound between metal flashings and felt flashings.
C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines
accurate to profiles.
D. Seal metal joints watertight.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
SHEET METAL FLASHING AND TRIM 07 6200 -3
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for field inspection requirements.
B. Inspection will involve surveillance of work during installation to ascertain compliance with
specified requirements.
END OF SECTION
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ROOF SPECIALTIES 07 7100 -1
SECTION 07 7100
ROOF SPECIALTIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Manufactured roof specialties, including copings, fascias, and gravel stops.
B. Roof membrane vents.
1.02 RELATED REQUIREMENTS
A. Section 07 5300 - Elastomeric Membrane Roofing: installation of specialties in coordination with
the roofing membrane and membrane flashings.
B. Section 07 7200 -Roof Accessories: Manufactured curbs, roof hatches, and snow guards.
C. Section 07 9005 -Joint Sealers.
D. Section 09 9600 - High-Performance Coatings: shop applied finish.
1.03 REFERENCE STANDARDS
A. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for
High Performance Organic Coatings on Aluminum Extrusions and Panels; 2010.
B. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for
Superior Performing Organic Coatings on Aluminum Extrusions and Panels; 2011.
C. NRCA ML104 - The NRCA Roofing and Waterproofing Manual; National Roofing Contractors
Association; Fifth Edition, with interim updates.
D. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning
Contractors' National Association; 2003.
E. FM DS 1-49 - Perimeter Flashing; Factory Mutual Research Corporation: 2000.
F. SPRI ES-1 - Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems;
Single Ply Roofing Industry; 2003. (ANSI/SPRI ES-1)
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on shape of components, materials and finishes, anchor types and
locations.
C. Samples: Submit two samples of each type of roofing specialty,4 x 6 inch (102 x 152 mm) in
size, illustrating component shape, finish, and color.
D. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions
requiring special attention.
1.05 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual details.
B. All components specified in this section are to be designed and installed to meet the
requirements of FM DS 1-49.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Roof Edge Flashings and Copings:
1. Architectural Products Co: www.archprod.com.
2. W.P. Hickman Company: www.wph.com.
3. Metal-Era Inc: www.metalera.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ROOF SPECIALTIES 07 7100 -2
2.02 COMPONENTS
A. Roof Edge Flashings: Factory fabricated to sizes required; mitered, welded corners; concealed
fasteners.
1. Configuration: Fascia, cant,and edge securement for roof membrane;
2. Pull-Off Resistance: Tested in accordance with SPRI ES-1 RE-1 and RE-2 to positive and
negative design wind pressure as defined by applicable code.
3. Material: Formed steel sheet, galvanized,24 gage, 0.024 inch (0.6 mm) thick, minimum.
4. Finish: 70 percent polyvinylidene fluoride.
5. Products:
a. W.P. Hickman Company; Extruded TerminEdge: www.wph.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
B. Copings: Factory fabricated to sizes required; mitered, welded corners; concealed fasteners.
1. Configuration: Concealed continuous hold down cleat at both legs; internal splice piece at
joints of same material, thickness and finish as cap; concealed stainless steel fasteners.
2. Pull-Off Resistance: Tested in accordance with SPRI ES-1 RE-3 to positive and negative
design wind pressure as defined by applicable code.
3. Material: Formed steel sheet, galvanized,24 gage, 0.024 inch (0.6 mm) thick, minimum.
4. Finish: 70 percent polyvinylidene fluoride.
5. Products:
a. W.P. Hickman Company; PermaSnap 2 Coping: www.wph.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
C. Overbuild Roofing Vents: Dome type;spun aluminum,0.050 inch (1.25 mm) thick, color
coated , formed to permit installation with membrane roofing and shed water. Fabricate with
one (1) sq in (2.54 sq mm) per linear foot (meter) minimum free area of ventilation.
1. Finish: Fluoropolymer coating (High Performance).
2. Color: To be selected by Architect from manufacturer's standard range.
2.03 ACCESSORIES
A. Sealant: Type S-1 as specified in Section 07 9005.
2.04 FINISHES
A. Fluoropolymer Coating: High Performance Organic Finish, AAMA 2604; multiple coat, thermally
cured fluoropolymer finish system;color as scheduled in the Master Material Schedule on the
drawings.
B. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA 2605;
multiple coat, thermally cured fluoropolymer finish system;color as scheduled in the Master
Material Schedule on the drawings.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that deck, curbs, roof membrane, base flashing, and other items affecting work of this
Section are in place and positioned correctly.
3.02 INSTALLATION
A. Install components in accordance with manufacturer's instructions.
B. Coordinate installation of components of this section with installation of roofing membrane and
base flashings.
C. Coordinate installation of sealants and roofing cement with work of this section to ensure water
tightness.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ROOF SPECIALTIES 07 7100 -3
D. Coordinate installation of flashing flanges into reglets.
END OF SECTION
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
MANUFACTURED GUTTERS AND DOWNSPOUTS
07 7123 -1
SECTION 07 7123
MANUFACTURED GUTTERS AND DOWNSPOUTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Pre-finished galvanized steel gutters, conductor heads, thru-wall scuppers and downspouts.
B. Precast concrete splash pads.
1.02 RELATED REQUIREMENTS
A. Section 07 5300 - Elastomeric Membrane Roofing: coordinate installation.
B. Section 07 6200 -Sheet Metal Flashing and Trim.
1.03 REFERENCE STANDARDS
A. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2010.
B. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
[Metric]; 2010.
C. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning
Contractors' National Association; 2003.
1.04 DESIGN REQUIREMENTS
A. Conform to SMACNA Architectural Sheet Metal Manual for sizing components for rainfall
intensity determined by a storm occurrence of 1 in 5 years.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on prefabricated components.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope to
drain.
B. Prevent contact with materials that could cause discoloration, staining, or damage.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Gutters, Collector Boxes and Downspouts:
1. Cheney Flashing Company: www.cheneyflashing.com.
2. [W.P. Hickman Company] : www.wph.com
3.Viking Metal Products : www.vikingmetals.com
4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 MATERIALS
A. Pre-Finished Aluminum Sheet: ASTM B209 (ASTM B209M);0.032 inch (0.8 mm) thick.
1. Finish: Plain, shop pre-coated with PVDF (polyvinylidene fluoride) coating.
2. Color: To match adjacent material color.
2.03 COMPONENTS
A. Gutters: SMACNA square style profile in sizes as indicated on the drawings.
B. Downspouts: SMACNA Round profile in sizes as indicated on the drawings.
C. Anchors and Supports: Profiled to suit gutters and downspouts.
1. Gutter Supports: Brackets.
2. Downspout Supports: Brackets to support downspout off the face of the building.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
MANUFACTURED GUTTERS AND DOWNSPOUTS
07 7123 -2
D. Fasteners: Same material and finish as gutters and downspouts, with soft neoprene washers.
2.04 ACCESSORIES
A. Splash Pads: Precast concrete type,size and profiles indicated; minimum 3000 psi (21 MPa) at
28 days, with minimum 5 percent air entrainment. Provide membrane sacrifice sheet under
each splash pad, size to extend 1" beyond each side of splash pad, made from the same
material as the respective roof membrane.
2.05 FABRICATION
A. Form gutters and downspouts of profiles and size indicated.
B. Fabricate with required connection pieces.
C. Form sections square, true, and accurate in size, in maximum possible lengths, free of
distortion or defects detrimental to appearance or performance. Allow for expansion at joints.
D. Hem exposed edges of metal.
E. Fabricate gutter and downspout accessories;seal watertight.
2.06 FACTORY FINISHING
A.Modified silicone polyester coating: Baked enamel system conforming to AAMA 603.8.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work.
3.02 INSTALLATION
A. Install downspouts, and accessories in accordance with manufacturer's instructions.
B.Sheet Metal: Join lengths with formed seams sealed watertight.
C. Set splash pads and sacrifice sheets under downspouts at roof locations shown on drawings.
END OF SECTION
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
JOINT SEALERS 07 9005 -1
SECTION 07 9005
JOINT SEALERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Sealants and joint backing.
1.02 RELATED REQUIREMENTS
A. Section 04 2000 - Unit Masonry: Sealants required in conjunction with brick and CMU.
B. Section 04 7200 - Cast Stone Masonry: Sealants required in conjunction with Cast Stone.
C. Section 07 2400 - Exterior Insulation and Finish Systems: Sealants required in conjunction with
EIFS.
D. Section 07 2500 -Weather Barriers: Sealants required in conjunction with air barriers and
vapor retarders:
E. Section 08 1113 - Hollow Metal Doors and Frames: Sealants required in conjunction with
frames set in masonry, cast stone or EIFS.
F. Section 08 4313 - Aluminum Framed Storefronts: Sealants required in conjunction with frames
set in masonry, cast stone or EIFS.
G. Section 08 8000 -Glazing: Glazing sealants and accessories.
H.
1.03 REFERENCE STANDARDS
A. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2011.
B. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2011a.
C. ASTM D1056 - Standard Specification for Flexible Cellular Materials--Sponge or Expanded
Rubber; 2007.
D. ASTM D1667 - Standard Specification for Flexible Cellular Materials--Poly(Vinyl Chloride) Foam
(Closed-Cell); 2005 (Reapproved 2011).
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with other sections referencing this section.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria,
substrate preparation, limitations, and color availability.
C. Manufacturer's Installation Instructions: Indicate special procedures and surface preparation.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in
this section with minimum 15 years documented experience.
B. Applicator Qualifications: Company specializing in performing the work of this section approved
by manufacturer.
C. To maintain a consistency of performance and a single point of responsibility, it is preferable
that all sealants of a specific material, as described in Part 2 - Products below, shall be provided
by the same manufacturer.
1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation.
The Bridges: Multi-Tenant Building Division 07
Carmel, Indiana THERMAL AND MOISTURE PROTECTION
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
JOINT SEALERS 07 9005 -2
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight
seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Silicone Sealants: Provide one-part, two-part or custom sealants to achieve the required
spectrum of colors referenced in the Exterior Elevations Materials Schedule on the Drawings.
1. Momentive Performance Materials, Inc (formerly GE Silicones); Product SC S2000 Silpruf
(per Schedule): www.momentive.com.
2. Pecora Corporation; Product 890NST or 895NST (per Schedule): www.pecora.com.
3. Tremco Global Sealants; Product Spectrem 2 or Spectrem 3 (per Schedule):
www.tremcosealants.com.
4.Dow Corning; Product Dow Corning 790 or 795 (per Schedule) ; www.dowcorning.com
5. Substitutions: See Section 01 6000 - Product Requirements.
B. Polyurethane Self-Leveling Joint Sealants:
1. Bostik Inc; Product Chem-Calk 505: www.bostik-us.com.
2.Tremco Global Sealants ; Product THC 900; www.tremcosealants.com
3. Sherwin-Williams Company; Stampede 2SL Polyurethane Sealant:
www.sherwin-williams.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 SEALANTS
A.Type S-1 -General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25,
Uses M, G, and A;single component.
1. Colors: To be selected by Architect from manufacturer's full range to match the building
material into which an element is to be caulked.
2. Product:Spectrem 3 manufactured by Tremco.
3. Product:Dow Corning 790 manufactured by Dow Corning.
4. Product:890 NST manufactured by Pecora.
5. Product:SC S2000 Silpruf manufactured by Momentive.
6. Applications: Use for:
a. Control, expansion, and soft joints in masonry.
b. Joints between concrete and other materials.
c. Joints between metal frames and other materials.
d. Other exterior joints for which no other sealant is indicated.
B.Type S-2 -Interior and Exterior Joint Sealant: Polyurethane, self-leveling; ASTM C920, Grade
P, Class 25, Uses T, I, M, O and A;Two part component.
1. Approved by manufacturer for wide joints up to 1-1/2 inches.
2. Color: To be selected by Architect from manufacturer's full range to match adjacent
finished surface. When two dissimilar color surfaces abut, the Architect will select which
surface is dominant and which is recessive, Sealant will match the recessive.
3. Product: THC 900 manufactured by Tremco.
4. Product: Stampede 2SL manufactured by Sherwin Williams.
5. Product: Chem-Calk 505 manufactured by Bostik.
6. Applications:
a. Expansion joints in horizontal wearing surfaces.
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JOINT SEALERS 07 9005 -3
2.03 ACCESSORIES
A. Primer: Non-staining type,recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C. Joint Backing: Round foam rod compatible with sealant;ASTM D 1667, closed cell PVC;
oversized 30 to 50 percent larger than joint width.
D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit
application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Protect elements surrounding the work of this section from damage or disfigurement.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck
dimension, and surface bond area as recommended by manufacturer, except where specific
dimensions are indicated.
D. Install bond breaker where joint backing is not used.
E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
F. Apply sealant within recommended application temperature ranges. Consult manufacturer
when sealant cannot be applied within these temperature ranges.
G. Tool joints concave.
3.04 CLEANING
A. Clean adjacent soiled surfaces.
3.05 PROTECTION
A. Protect sealants until cured.
END OF SECTION
The Bridges: Multi-Tenant Building Division 08
Carmel, Indiana OPENINGS
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ISSUED FOR BID & CONSTRUCTION - March 13, 2013
HOLLOW METAL DOORS AND FRAMES 08 1113 -1
SECTION 08 1113
HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fire-rated steel doors and frames.
B. Thermally insulated steel doors.
1.02 RELATED REQUIREMENTS
A. Section 08 7100 -Door Hardware.
B. Section 09 9600 - High-Performance Coatings: Field painting.
1.03 REFERENCE STANDARDS
A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and
Facilities; International Code Council; 2009.
B. ANSI A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames;
2003.
C. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for
Steel Doors and Frames; 1998 (R2011).
D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2011.
E. ASTM C1363 - Standard Test Method for Thermal Performance of Building Assemblies by
Means of a Hot Box Apparatus; 2011.
F. BHMA A156.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006.
G. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors
and Frames; The National Association of Architectural Metal Manufacturers; 2007.
H. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013.
I. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
J. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition,
Including All Revisions.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements for submittal procedures.
B. Product Data: Materials and details of design and construction, hardware locations,
reinforcement type and locations, anchorage and fastening methods, and finishes; and one
copy of referenced grade standard.
C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and
identifying location of different finishes, if any.
D. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years documented experience.
B. Maintain at the project site a copy of all reference standards dealing with installation.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store in accordance with NAAMM HMMA 840.
B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion.
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ISSUED FOR BID & CONSTRUCTION - March 13, 2013
HOLLOW METAL DOORS AND FRAMES 08 1113 -2
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Steel Doors and Frames:
1. Assa Abloy Ceco, Curries, or Fleming: www.assaabloydss.com.
2. Republic Doors; Product ____: www.republicdoor.com.
3. Steelcraft, an Ingersoll Rand brand; Product ____: www.steelcraft.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DOORS AND FRAMES
A. Requirements for All Doors and Frames:
1. Accessibility: Comply with ANSI/ICC A117.1.
2. Door Top Closures: Flush with top of faces and edges.
3. Door Edge Profile: Beveled on both edges.
4. Door Texture: Smooth faces.
5. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as
indicated on drawings.
6. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in
place, in addition to other requirements specified in door grade standard.
7. Galvanizing for Units in Wet Areas: All components hot-dipped zinc-iron alloy-coated
(galvannealed),manufacturer's standard coating thickness.
8. Finish: Factory primed, for field finishing.
B. Combined Requirements: If a particular door and frame unit is indicated to comply with more
than one type of requirement, comply with all the specified requirements for each type; for
instance, an exterior door that is also indicated as being sound-rated must comply with the
requirements specified for exterior doors and for sound-rated doors; where two requirements
conflict, comply with the most stringent.
2.03 STEEL DOORS
A. Exterior Doors,Fire Rated:
1. Grade: ANSI A250.8 Level 3, physical performance Level A, Model 2, seamless.
2. Fire Rating: 1-1/2 hours, tested in accordance with UL 10C ("positive pressure").
a. Provide units listed and labeled by UL.
b. Attach fire rating label to each fire rated unit.
3. Core:Polystyrene foam.
4. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in
accordance with ASTM A653/A653M,with manufacturer's standard coating thickness.
5. Texture:Smooth faces.
6. Insulating Value: U-value of 0.50, when tested in accordance with ASTM C1363.
7. Weatherstripping: Separate, see Section 08 7100.
8. Finish: Field painted with High-Performance Coatings as per Section 09 9600.
9. Color:As shown in Master Material Schedule on the Drawings
2.04 STEEL FRAMES
A. General:
1. Comply with the requirements of grade specified for corresponding door.
a. ANSI A250.8 Level 3 Doors: 14 gage frames.
2. Finish: Same as for door.
3. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or
to be grouted.
4. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inches (100
mm) high to fill opening without cutting masonry units.
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HOLLOW METAL DOORS AND FRAMES 08 1113 -3
B. Exterior Door Frames, Fire Rated:Face welded, seamless with joints filled.
1. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in
accordance with ASTM A653/A653M,with manufacturer's standard coating thickness.
2. Weatherstripping: Separate, see Section 08 7100.
2.05 ACCESSORY MATERIALS
A. Grout for Frames: Portland cement grout of maximum 4-inch slump for hand troweling; thinner
pumpable grout is prohibited.
B. Silencers: Resilient rubber,fitted into drilled hole; 3 on strike side of single door, 3 on center
mullion of pairs, and 2 on head of pairs without center mullions.
C. Temporary Frame Spreaders: Provide for all factory- or shop-assembled frames.
2.06 FINISH MATERIALS
A. Primer: Rust-inhibiting, complying with ANSI A250.10 .
B. Bituminous Coating: Asphalt emulsion or other high-build, water-resistant, resilient coating.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
3.02 PREPARATION
A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior
to installation.
B. Coat inside of other frames with bituminous coating to a thickness of 1/16 inch (1.5 mm).
3.03 INSTALLATION
A. Install in accordance with the requirements of the specified door grade standard and NAAMM
HMMA 840.
B. In addition, install fire rated units in accordance with NFPA 80.
C. Coordinate frame anchor placement with wall construction.
D. Grout frames in masonry construction, using hand trowel methods; brace frames so that
pressure of grout before setting will not deform frames.
E. Coordinate installation of hardware.
F. Touch up damaged factory finishes.
3.04 TOLERANCES
A. Clearances Between Door and Frame: As specified in ANSI A250.8.
B. Maximum Diagonal Distortion: 1/16 in (1.5 mm) measured with straight edge, corner to corner.
3.05 ADJUSTING
A. Adjust for smooth and balanced door movement.
END OF SECTION
The Bridges: Multi-Tenant Building Division 08
Carmel, Indiana OPENINGS
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ISSUED FOR BID & CONSTRUCTION - March 13, 2013
ALUMINUM-FRAMED STOREFRONTS 08 4313 -1
SECTION 08 4313
ALUMINUM-FRAMED STOREFRONTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Aluminum-framed storefront, with vision glass.
B. Aluminum doors and frames.
C. Door hardware.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 -Joint Sealers: Perimeter sealant and back-up materials.
B. Section 08 7100 -Door Hardware: Hardware items other than specified in this section.
C. Section 08 8000 -Glazing: Glass and glazing accessories.
1.03 REFERENCE STANDARDS
A. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; American
Architectural Manufacturers Association; 2012.
B. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; American
Architectural Manufacturers Association; 2012.
C. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; American Society of Civil
Engineers; 2011.
D. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes; 2012.
E. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes [Metric]; 2012.
F. ASTM E283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior
Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the
Specimen; 2004 (Reapproved 2012).
G. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Doors,
Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2002 (Reapproved
2010).
H. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,
Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2009).
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate with installation of other components that comprise the exterior enclosure.
B. Preinstallation Meeting: Conduct a preinstallation meeting one week before starting work of this
section; require attendance by all affected installers.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide component dimensions, describe components within assembly,
anchorage and fasteners, glass and infill,door hardware, internal drainage details and
________.
C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,
affected related Work, expansion and contraction joint location and details, and field welding
required.
D. Design Data: Provide framing member structural and physical characteristics,engineering
calculations, dimensional limitations.
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ALUMINUM-FRAMED STOREFRONTS 08 4313 -2
E. Hardware Schedule: Complete itemization of each item of hardware to be provided for each
door, cross-referenced to door identification numbers in Contract Documents.
F. Manufacturer's Certificate: Certify that the products supplied meet or exceed the specified
requirements.
G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.06 QUALITY ASSURANCE
A. Designer Qualifications: Design structural support framing components under direct
supervision of a Professional Structural Engineer experienced in design of this Work and
licensed at Indiana.
B. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum
glazing systems with minimum three years of documented experience.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Handle products of this section in accordance with AAMA CW-10.
B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed
coatings that bond to aluminum when exposed to sunlight or weather.
1.08 FIELD CONDITIONS
A. Do not install sealants when ambient temperature is less than 40 degrees F (5 degrees C).
Maintain this minimum temperature during and 48 hours after installation.
1.09 WARRANTY
A. Correct defective Work within a five year period after Date of Substantial Completion.
B. Provide five year manufacturer warranty against failure of glass seal on insulating glass units,
including interpane dusting or misting. Include provision for replacement of failed units.
C. Provide five year manufacturer warranty against excessive degradation of exterior finish.
Include provision for replacement of units with excessive fading, chalking, or flaking.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Basis of Design: See below under description of products.
1.Kawneer North America; Product Tri Fab 451: www.kawneer.com
B. Other Acceptable Manufacturers:
1. YKK AP America Inc; Product YES 45 FI: www.ykkap.com.
2. United States Aluminum Corp; Product Series 451: www.usalum.com.
3. Oldcastle BuildingEnvelope; Product FG 3000: www.oldcastlebe.com.
4. Tubelite, Inc.; E14000, 2 inch by 4-1/2 inch, Flush Center Glaze: www.tubeliteinc.com.
5. Substitutions: See Section 01 6000 - Product Requirements.
2.02 STOREFRONT
A. Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing members
with infill, and related flashings, anchorage and attachment devices.
1. Glazing Rabbet: For 1 inch (25 mm) insulating glazing.
2. Glazing Position: Centered (front to back).
3. Vertical Mullion Dimensions: 2 inches wide by 4-1/2 inches deep (50 mm wide by 114 mm
deep).
4. Water Leakage Test Pressure Differential: 12 lbf/sq ft (575 Pa).
5. Air Infiltration Test Pressure Differential:6.24 psf (300 Pa).
6. Finish: Class I natural anodized.
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ALUMINUM-FRAMED STOREFRONTS 08 4313 -3
B. Performance Requirements:
1. Design and size components to withstand the specified load requirements without damage
or permanent set, when tested in accordance with ASTM E330, using loads 1.5 times the
design wind loads and 10 second duration of maximum load.
a. Design Wind Loads: Comply with requirements of ASCE 7 and the most current
Indiana Building code.
b. Member Deflection: Limit member deflection to flexure limit of glass in any direction,
with full recovery of glazing materials.
2. Movement: Accommodate movement between storefront and perimeter framing and
deflection of lintel, without damage to components or deterioration of seals.
3. Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft (0.3 L/s/sq m) of
wall area, measured at specified differential pressure across assembly in accordance with
ASTM E283.
4. System Internal Drainage: Drain to the exterior by means of a weep drainage network any
water entering joints, condensation occurring in glazing channel, and migrating moisture
occurring within system.
5. Expansion/Contraction: Provide for expansion and contraction within system components
caused by cycling temperature range of 170 degrees F (95 degrees C) over a 12 hour
period without causing detrimental effect to system components, anchorages, and other
building elements.
2.03 COMPONENTS
A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section
insulated from exterior, drainage holes and internal weep drainage system.
1. Glazing stops: Square.
2. Cross-Section: As indicated on drawings.
B. Doors: Glazed aluminum.
1. Thickness: 1-3/4 inches (43 mm).
2. Top Rail: 4 inches (100 mm) wide.
3. Vertical Stiles: 4-1/2 inches (115 mm) wide.
4. Bottom Rail: 6 inches (152 mm) wide.
5. Glazing Stops: Square.
6. Finish: Same as storefront.
2.04 MATERIALS
A. Extruded Aluminum: ASTM B221 (ASTM B221M).
B. Fasteners: Stainless steel.
C. Glass: As specified in Section 08 8000.
D. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration
requirements.
2.05 FINISHES
A. Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating or AAMA
612 clear anodic coating with electrolytically deposited organic seal; not less than 0.7 mils
(0.018 mm) thick.
B. Touch-Up Materials: As recommended by coating manufacturer for field application.
2.06 HARDWARE
A. Door Hardware: Storefront manufacturer's standard type to suit application.
1. Finish on Hand-Contacted Items: Polished chrome.
2. Include for each door weatherstripping, sill sweep strip, threshold, butt hinges, push
handle, pull handle, narrow stile handle latch, and closer.
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ALUMINUM-FRAMED STOREFRONTS 08 4313 -4
B. Locks: Dead latch with thumbturn inside; keyed cylinder outside.
1. Provide on all doors.
2.07 FABRICATION
A. Fabricate components with minimum clearances and shim spacing around perimeter of
assembly, yet enabling installation and dynamic movement of perimeter seal.
B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.
C. Prepare components to receive anchor devices. Fabricate anchors.
D. Coat concealed metal surfaces that will be in contact with cementitious materials or dissimilar
metals with bituminous paint.
E. Arrange fasteners and attachments to conceal from view.
F. Reinforce components internally for door hardware .
G. Reinforce framing members for imposed loads.
H. Finishing: Apply factory finish to all surfaces that will be exposed in completed assemblies.
1. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in
completed assemblies, including joint edges.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify dimensions, tolerances, and method of attachment with other work.
B. Verify that wall openings and adjoining air and vapor seal materials are ready to receive work of
this section.
3.02 INSTALLATION
A. Install wall system in accordance with manufacturer's instructions.
B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and
other irregularities.
C. Provide alignment attachments and shims to permanently fasten system to building structure.
D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional
tolerances, aligning with adjacent work.
E. Provide thermal isolation where components penetrate or disrupt building insulation.
F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.
G. Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads
to sill flashing.
H. Coordinate attachment and seal of perimeter air and vapor barrier materials.
I. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of
thermal barrier.
J. Set thresholds in bed of mastic and secure.
K. Install hardware using templates provided.
L. Install glass in accordance with Section 08 8000, using glazing method required to achieve
performance criteria.
M. Touch-up minor damage to factory applied finish; replace components that cannot be
satisfactorily repaired.
3.03 TOLERANCES
A. Maximum Variation from Plumb: 0.06 inches every 3 ft (1.5 mm/m) non-cumulative or 1/16
inches per 10 ft (1.5 mm/3 m), whichever is less.
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ALUMINUM-FRAMED STOREFRONTS 08 4313 -5
B. Maximum Misalignment of Two Adjoining Members Abutting in Plane:1/32 inch (0.8 mm).
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for independent testing and inspection
requirements. Inspection will monitor quality of installation and glazing.
3.05 ADJUSTING
A. Adjust operating hardware and sash for smooth operation.
3.06 CLEANING
A. Remove protective material from pre-finished aluminum surfaces.
B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean
wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.
C. Remove excess sealant by method acceptable to sealant manufacturer.
3.07 PROTECTION
A. Protect installed products from damage during subsequent construction.
END OF SECTION
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DOOR HARDWARE 08 7100 -1
SECTION 08 7100
DOOR HARDWARE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Hardware for fire-rated doors.
B. Thresholds.
C. Weatherstripping, seals and door gaskets.
D. Miscellaneous related trim.
1.02 RELATED REQUIREMENTS
A. Section 08 1113 -Hollow Metal Doors and Frames.
1.03 REFERENCE STANDARDS
A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and
Facilities; International Code Council; 2009.
B. BHMA A156.1 - American National Standard for Butts and Hinges; Builders Hardware
Manufacturers Association, Inc.; 2006 (ANSI/BHMA A156.1).
C. BHMA A156.2 - American National Standard for Bored and Preassembled Locks & Latches;
Builders Hardware Manufacturers Association; 2011 (ANSI/BHMA A156.2).
D. BHMA A156.3 - American National Standard for Exit Devices; Builders Hardware Manufacturers
Association; 2008 (ANSI/BHMA A156.3).
E. BHMA A156.4 - American National Standard for Door Controls - Closers; Builders Hardware
Manufacturers Association, Inc.; 2008 (ANSI/BHMA A156.4).
F. BHMA A156.7 - American National Standard for Template Hinge Dimensions; Builders
Hardware Manufacturers Association; 2003 (ANSI/BHMA A156.7).
G. BHMA A156.22 - American National Standard for Door Gasketing and Edge Seal Systems,
Builders Hardware Manufacturers Association; 2012 (ANSI/BHMA A156.22).
H. DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doors
and Frames; Door and Hardware Institute; 2004.
I. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013.
J. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures; National Fire
Protection Association; 2012.
K. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware
will be installed.
B. Furnish templates for door and frame preparation to manufacturers and fabricators of products
requiring internal reinforcement for door hardware.
C. Convey Owner's keying requirements to manufacturers.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly
show products to be furnished for this project.
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DOOR HARDWARE 08 7100 -2
C. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use
door numbering scheme as included in the Contract Documents. Identify electrically operated
items and include power requirements.
D. Keying Schedule: Submit for approval of Owner.
E. Maintenance Data: Include data on operating hardware, lubrication requirements, and
inspection procedures related to preventative maintenance.
F. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier.
G. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer.
H. Maintenance Materials and Tools: Furnish the following for Owner's use in maintenance of
project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Lock Cylinders: Ten for each master keyed group.
3. Tools: One set of all special wrenches or tools applicable to each different or special
hardware component, whether supplied by the hardware component manufacturer or not.
1.06 QUALITY ASSURANCE
A. Standards for Fire-Rated Doors: Maintain one copy of each referenced standard on site, for
use by Architect and Contractor.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum fifteen years of documented experience.
C. Hardware Supplier Qualifications: Company specializing in supplying commercial door
hardware with ten years of experience.
D. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (AHC) to assist in
the work of this section.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Package hardware items individually; label and identify each package with door opening code to
match hardware schedule.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide five year warranty for door closers.
PART 2 PRODUCTS
2.01 DOOR HARDWARE - GENERAL
A. Provide all hardware specified or required to make doors fully functional, compliant with
applicable codes, and secure to the extent indicated.
B. Provide all items of a single type of the same model by the same manufacturer.
C. Provide products that comply with the following:
1. Applicable provisions of federal, state, and local codes.
2. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and
Facilities.
3. Applicable provisions of NFPA 101, Life Safety Code.
4. Fire-Rated Doors: NFPA 80.
5. All Hardware on Fire-Rated Doors : Listed and classified by UL as suitable for the purpose
specified and indicated.
D. Finishes:
1. Exterior finish US32D, unless identified otherwise in 3.07 - Hardware Sets.
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DOOR HARDWARE 08 7100 -3
2.02 HINGES
A. Hinges: Provide hinges on every swinging door (refer to Specialty Hinges for exceptions).
1. Provide ball-bearing hinges at all doors having closers.
2. Provide hinges in the quantities indicated.
3. Provide non-removable pins on exterior outswinging doors.
B. Butt Hinges: Comply with BHMA A156.1 and A156.7;standard weight, unless otherwise
indicated.
C. Quantity of Hinges Per Door:
1. Doors up to 60 inches (1.5 m) High: Two hinges.
2. Doors From 60 inches (1.5 m) High up to 90 inches (2.3 m) High: Three hinges.
D. Manufacturers - Hinges:
1. Assa Abloy McKinney: www.assaabloydss.com.
2. Hager Companies: www.hagerco.com.
3.PEMKO: www.pemko.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
2.03 LOCKS AND LATCHES
A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.
1. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to
have no locking or no outside trim.
B. Lock Cylinders: Manufacturer’s standard tumbler type,seven-pin standard core.
1. Provide cams and/or tailpieces as required for locking devices required.
C. Keying: Grand master keyed.
1. Include construction keying.
2. When providing keying information, comply with DHI Handbook "Keying systems and
nomenclature".
2.04 CYLINDRICAL LOCKSETS
A. Locking Functions: As defined in BHMA A156.2, and as follows:
1. Service Door: F05, exterior key required to lock.
2. Store Door: F91, locked by key from both sides, not an emergency exit (must be unlocked
during occupied hours).
3. Exit Only: F89, may not be left unlocked.
B. Manufacturers - Cylindrical Locksets:
1. Hager Companies: www.hagerco.com.
2. Schlage: www.schlage.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
2.05 EXIT DEVICES
A. Locking Functions: Functions as defined in BHMA A156.3, and as follows:
1. Entry/Exit, Always-Latched: Key outside locks and unlocks lever, no latch holdback
(dogging).
B. Manufacturers:
1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com.
2. Hager Companies: www.hagerco.com.
3. Von Duprin: www.vonduprin.com.
4.Adams Rite: www.adamsrite.com.
5. Substitutions: See Section 01 6000 - Product Requirements.
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DOOR HARDWARE 08 7100 -4
2.06 CLOSERS
A. Closers: Complying with BHMA A156.4.
1. Provide surface-mounted, door-mounted closers unless otherwise indicated.
2. Provide a door closer on every exterior door.
3. Provide a door closer on every fire- and smoke-rated door. Spring hinges are not an
acceptable self-closing device unless specifically so indicated.
4. At outswinging exterior doors, mount closer at inside of door.
B. Manufacturers - Closers:
1. Assa Abloy Yale: www.assaabloydss.com.
2. LCN: www.lcnclosers.com.
3.Norton Door Controls: www.nortondoorcontrols.com.
4. International Door Closers Inc.: www.intldoorclosers.com
5. Substitutions: See Section 01 6000 - Product Requirements.
2.07 GASKETING, DOOR SWEEPS AND THRESHOLDS
A. Gaskets: Complying with BHMA A156.22.
1. On each exterior door, provide weatherstripping gaskets, unless otherwise indicated; top,
sides, and meeting stiles of pairs.
a. Where exterior door is also required to have fire or smoke rating, provide gaskets
functioning as both smoke and weather seals.
2. On each exterior door, provide door bottom sweep, unless otherwise indicated.
B. Thresholds:
1. At each exterior door, provide a threshold unless otherwise indicated.
2. Field cut threshold to frame for tight fit.
C. Fasteners At Exterior Locations: Non-corroding.
D. Manufacturers - Gasketing, Door Sweeps and Thresholds:
1. National Guard Products, Inc: www.ngpinc.com.
2. Pemko Manufacturing Co: www.pemko.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
2.08 PROTECTION PLATES, LOCK GUARDS AND ARCHITECTURAL TRIM
A. Protection Plates:
1. Kickplate: Provide on push side of every door with closer, except storefront and all-glass
doors.
B. Drip Guard: Provide projecting drip guard over all exterior hollow metal doors.
C. Manufacturers - Protection Plates and Architectural Trim:
1.Refer to paragraph 3.07 - Hardware Sets, below, for names of Manufacturers for each
item of trim and protection plates..
2. Substitutions: See Section 01 6000 - Product Requirements.
2.09 KEY CONTROLS
A. Fire Department Lock Box: Heavy-duty,recessed, solid stainless-steel box with hinged door
and interior gasket seal;single drill resistant lock with dust covers and tamper alarm.
1. Capacity: Holds 10 keys.
2. Finish: Manufacturer's standard dark bronze.
3. Products:
a. Knox Company; Knox-Box Rapid Entry System, Model 3275: www.knoxbox.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
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DOOR HARDWARE 08 7100 -5
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are
present and properly installed, and dimensions are as indicated on shop drawings.
3.02 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and applicable codes.
B. Use templates provided by hardware item manufacturer.
C. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80.
D. Mounting heights for hardware from finished floor to center line of hardware item:
1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural
Hardware for Steel Doors and Frames."
3.03 FIELD QUALITY CONTROL
A. Provide an Architectural Hardware Consultant to inspect installation and certify that hardware
and installation has been furnished and installed in accordance with manufacturer's instructions
and as specified.
3.04 ADJUSTING
A. Adjust hardware for smooth operation.
B. Adjust gasketing for complete, continuous seal; replace if unable to make complete seal.
3.05 CLEANING
A. Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per
manufacturer's instructions after final adjustments has been made. Replace items that cannot
be cleaned to manufacturer's level of finish quality at no additional cost.
3.06 PROTECTION
A. Protect finished Work until possession by Owner.
B. Do not permit adjacent work to damage hardware or finish.
3.07 HARDWARE SETS: (OWNER/LANDLORD)
A. General notes regarding the Hardware Sets below:
1. The following Hardware Sets do not include information regarding lock cylinders.
Construction cores are to be used until Owner occupancy at which time the lock cylinders
will be coordinated with the Owner and respective tenants.
2. Hardware Sets H-1A and H-1B are shown only as H-1 on the Door Schedule in the
drawings. Those tenant spaces which will become "Assembly Use Group" will determine
which of the two hardware sets is applicable.
3. Hardware for doors in Aluminum Storefront Systems is reflected in the respective
specification section.
B.H-1A: Tenant Service Door (non-assembly); Door #'s: A111, A112, A113
1. Hinges: BB-1191 4 1/2 x 4 1/2 NRP US32D Hager
2. Lockset: ND80PD RHO 13-047 10-025 626 Schlage
3. Closer: 4040 XP SHCUSH WMS AL LCN
4. Threshold: 171A x 36" Pemko
5. Gasketing: 2891APK (1) 36" + (2) 84" Pemko
6. Door Sweep: 315CN x 36" Pemko
7. Kickplate: K1050; 34" x 34" F(WHI) BPC Rockwood
8. Lock Guard: LG10 US32D Ives
9. Drip Cap: 16 DKB x 40" National Guard
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DOOR HARDWARE 08 7100 -6
C.H-1B: Tenant Service Door (assembly); Door #'s: A110, A114
1. Hinges: BB-1191 4 1/2 x 4 1/2 NRP US32D Hager
2. Exit Device: 98NL-F x 99ONL-R&V US26D VonDuprin
3. Rim Cylinder: 20-057 626 Schlage
4. Closer: 4040 XP SHCUSH WMS AL LCN
5. Threshold: 171A x 36" Pemko
6. Gasketing: 2891APK (1) 36" + (2) 84" Pemko
7. Door Sweep: 315CN x 36" Pemko
8. Kickplate: K1050; 34" x 34" F (WHI) US32D Rockwood
9. Drip Cap: 16 DKB x 40" National Guard
D.H-2: Door #'s: LL001
1. Hinges: BB-1191 4 1/2 x 4 1/2 NRP US32D Hager
2. Lockset: ND80PD RHO 13-047 10-025 626 Schlage
3. Closer: 4040 XP SHCUSH WMS AL LCN
4. Threshold: 171A x 36" Pemko
5. Gasketing: 2891APK; (1) 36" + (2) 84" Pemko
6. Door Sweep: 315CN x 36" Pemko
7. Lock Guard: LG10 US32D Ives
8. Drip Cap: 16 DKB x 40" National Guard
3.08 HARDWARE CONSULTANT
A. The Hardware Sets shown above have been coordinated with the assistance of the following
consultant:
1. R.H. (Rick) Geissenhainer, AHC; rgeissenhainer@midlandhw.com
a. The Midland Hardware Company, 1521 West 117th Street, Cleveland, Ohio 44107
b. Phone: (216) 228-7721; Fax: (216) 228-2946
END OF SECTION
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GLAZING 08 8000 -1
SECTION 08 8000
GLAZING
PART 1 GENERAL
1.01 SECTION INCLUDES
A.Glass.
B. Glazing compounds and accessories.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 -Joint Sealers: Sealant and back-up material.
B. Section 08 4313 -Aluminum-Framed Storefronts: Glazing furnished by storefront manufacturer.
1.03 REFERENCE STANDARDS
A. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers; 2005 (Reapproved 2011).
B. ASTM C1036 - Standard Specification for Flat Glass; 2011e1.
C. ASTM C1048 - Standard Specification for Heat-Treated Flat Glass--Kind HS, Kind FT Coated
and Uncoated Glass; 2012.
D. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings;
2012a.
E. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation;
2010.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of
this section; require attendance by all affected installers.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data on Glass Types: Provide structural, physical and environmental characteristics,
size limitations, special handling or installation requirements.
C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental
characteristics, limitations, special application requirements. Identify available colors.
D. Certificates: Certify that products meet or exceed specified requirements.
1.06 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the work of this section with
minimum __________ years documented experience.
1.07 FIELD CONDITIONS
A. Do not install glazing when ambient temperature is less than 50 degrees F (10 degrees C).
B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing
compounds.
1.08 WARRANTY
A. Sealed Insulating Glass Units: Provide a five (5) year warranty to include coverage for seal
failure, interpane dusting or misting, including replacement of failed units.
PART 2 PRODUCTS
2.01 GLAZING TYPES
A.Type IG-1 -Sealed Insulating Glass Units: Vision glazing.
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GLAZING 08 8000 -2
1. Application(s): All exterior glazing unless otherwise indicated.
2. Outboard Lite: Annealed float glass,1/4 inch (6 mm) thick, minimum.
a. Tint: Clear.
b. Coating: Low-E type, on #2 surface.
3. Inboard Lite: Annealed float glass,1/4 inch (6 mm) thick, minimum.
a. Tint: Clear.
4. Total Thickness: 1 inch (25 mm).
5. Total Visible Light Transmittance: _____ percent, nominal.
6. Total Solar Heat Gain Coefficient: _____ percent, nominal.
7. Glazing Method: Gasket glazing.
B.Type IG-2 -Sealed Insulating Glass Units: Safety glazing:
1. Applications: Provide this type of glazing in the following locations:
a. Glazed lites in exterior doors.
b. Glazed sidelights and panels next to doors.
c. Other locations required by applicable federal, state, and local codes and regulations.
d. Other locations indicated on the drawings.
2. Type: Same as other vision glazing except use fully tempered float glass for both outboard
and inboard lites.
3. Tint: Clear.
2.02 EXTERIOR GLAZING ASSEMBLIES
A. Structural Design Criteria: Select type and thickness to withstand dead loads and wind loads
acting normal to plane of glass at design pressures calculated in accordance with Indiana
Building code.
1. Use the procedure specified in ASTM E1300 to determine glass type and thickness.
2. Limit glass deflection to 1/200 or flexure limit of glass, whichever is less, with full recovery
of glazing materials.
3. Thicknesses listed are minimum.
2.03 GLASS MATERIALS
A. Float Glass Manufacturers:
1. AGC Flat Glass North America, Inc: www.na.agc-flatglass.com.
2. Guardian Industries Corp: www.sunguardglass.com.
3. PPG Industries, Inc: www.ppgideascapes.com.
4. Substitutions: Refer to Section 01 6000 - Product Requirements.
B. Float Glass: All glazing is to be float glass unless otherwise indicated.
1. Annealed Type: ASTM C1036, Type I, transparent flat, Class 1 clear, Quality Q3 (glazing
select).
2. Heat-Strengthened and Fully Tempered Types: ASTM C1048.
3. Tinted Types: Color and performance characteristics as indicated.
4. Thicknesses: As indicated; for exterior glazing comply with specified requirements for
wind load design regardless of specified thickness.
2.04 SEALED INSULATING GLASS UNITS
A. Manufacturers:
1. Viracon, Apogee Enterprises, Inc: www.viracon.com.
2. Substitutions: Refer to Section 01 6000 - Product Requirements.
B. Sealed Insulating Glass Units: Types as indicated.
1. Durability: Certified by an independent testing agency to comply with ASTM E2190.
2. Edge Spacers: Aluminum,bent and soldered corners.
3. Edge Seal: Glass to elastomer with supplementary silicone sealant.
4. Purge interpane space with dry hermetic air.
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GLAZING 08 8000 -3
2.05 GLAZING COMPOUNDS
2.06 GLAZING ACCESSORIES
A. Setting Blocks: Neoprene,80 to 90 Shore A durometer hardness,ASTM C864 Option I.
Length of 0.1 inch for each square foot (25 mm for each square meter) of glazing or minimum 4
inch (100 mm) x width of glazing rabbet space minus 1/16 inch (1.5 mm) x height to suit glazing
method and pane weight and area.
B. Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel retaining slot;ASTM
C864 Option I;________ color.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that openings for glazing are correctly sized and within tolerance.
B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may
impede moisture movement, weeps are clear, and ready to receive glazing.
3.02 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Prime surfaces scheduled to receive sealant.
C. Install sealant in accordance with manufacturer's instructions.
3.03 INSTALLATION - EXTERIOR/INTERIOR DRY METHOD (GASKET GLAZING)
A. Place setting blocks at 1/4 points with edge block no more than 6 inches (150 mm) from
corners.
B. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to
attain full contact.
C. Install removable stops without displacing glazing gasket; exert pressure for full continuous
contact.
3.04 MANUFACTURER'S FIELD SERVICES
A.Glass and Glazing product manufacturers to provide field surveillance of the installation of their
products.
B. Monitor and report installation procedures and unacceptable conditions.
3.05 CLEANING
A. Remove glazing materials from finish surfaces.
B. Remove labels after Work is complete.
C. Clean glass and adjacent surfaces.
3.06 PROTECTION
A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark
heat absorbing or reflective glass units.
END OF SECTION
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GYPSUM BOARD ASSEMBLIES 09 2116 -1
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Performance criteria for gypsum board assemblies.
B. Gypsum sheathing.
C. Joint treatment and accessories.
1.02 RELATED REQUIREMENTS
A. Section 07 2500 -Weather Barriers: Water-resistive barrier over sheathing.
B. Section 07 9005 -Joint Sealers: Acoustic sealant.
1.03 REFERENCE STANDARDS
A. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes; 2012.
B. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board; 2002 (Reapproved 2007).
C. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2011.
D. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for the
Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs;
2007.
E. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as
Sheathing; 2008.
F. ASTM C1280 - Standard Specification for Application of Gypsum Sheathing; 2012.
G. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2011.
H. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2010.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
2.02 BOARD MATERIALS
A. Exterior Sheathing Board: Sizes to minimize joints in place; ends square cut.
1. Application:Exterior sheathing, unless otherwise indicated.
2. Glass-Mat-Faced Sheathing: Glass mat faced gypsum substrate as defined in ASTM
C1177/C1177M.
3. Regular Board Thickness: 5/8 inch (16 mm).
4. Edges:Square, for vertical application.
5. Glass-Mat-Faced Products:
a. CertainTeed Corporation; GlasRoc Brand.
b. Georgia-Pacific Gypsum; DensGlass Sheathing.
c. Temple-Inland Inc; GreenGlass Exterior Sheathing.
d. Substitutions: See Section 01 6000 - Product Requirements.
B. Exterior Soffit Board: Exterior gypsum soffit board as defined in ASTM C1396/C1396M; sizes to
minimize joints in place; ends square cut.
1. Application:Ceilings and soffits in protected exterior areas, unless otherwise indicated.
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GYPSUM BOARD ASSEMBLIES 09 2116 -2
2. Edges:Tapered.
3. Products:
a. CertainTeed Corporation; ProRoc Brand Exterior Soffit Board.
b. Georgia-Pacific Gypsum; ToughRock Soffit Board.
c. Temple-Inland Inc; Exterior Gypsum Soffit Board.
d. Substitutions: See Section 01 6000 - Product Requirements.
2.03 ACCESSORIES
A. Water-Resistive Barrier: As specified in Section 07 2500.
B. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project
conditions.
1. Tape:2 inch (50 mm) wide, coated glass fiber tape for joints and corners, except as
otherwise indicated.
2. Chemical hardening type compound.
C. Screws for Attachment to Steel Members Less Than 0.03 inch (0.7 mm) In Thickness, to Wood
Members, and to Gypsum Board: ASTM C1002; self-piercing tapping type; cadmium-plated for
exterior locations.
D. Exterior Soffit Vents:One piece, perforated,ASTM B 221 6063 T5 alloy aluminum, with edge
suitable for direct application to gypsum board and manufactured especially for soffit
application. Provide continuous vent.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 BOARD INSTALLATION
A. Comply with ASTM C 840, GA-216, and manufacturer's instructions.Install to minimize butt end
joints, especially in highly visible locations.
B. Exterior Sheathing: Comply with ASTM C1280. Install sheathing vertically, with edges butted
tight and ends occurring over firm bearing.
C. Exterior Soffit Board: Install perpendicular to framing, with staggered end joints over framing
members or other solid backing.
D. Moisture Protection: Treat cut edges and holes in moisture resistant gypsum board and exterior
gypsum soffit board with sealant.
3.03 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and as indicated.
1. Not more than 30 feet (10 meters) apart on walls and soffits over 50 feet (16 meters) long.
B. Corner Beads: Install at external corners, using longest practical lengths.
C. Exterior Soffit Vents: Install according to manufacturer's written instructions and in locations
shown on the drawings. Provide vent area specified.
3.04 JOINT TREATMENT
A. Glass Mat Faced Gypsum Board and Exterior Glass Mat Faced Sheathing: Use fiberglass joint
tape, bedded and finished with chemical hardening type joint compound.
B. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 4: Soffits to receive paint finish, unless otherwise indicated.
2. Level 3: Walls to receive masonry veneer or Exterior Insulation & Finish System.
C. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to
receive finishes.
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GYPSUM BOARD ASSEMBLIES 09 2116 -3
1. Feather coats of joint compound so that camber is maximum 1/32 inch (0.8 mm).
3.05 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet
(3 mm in 3 m) in any direction.
END OF SECTION
The Bridges: Multi-Tenant Building Division 09
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ISSUED FOR BID & CONSTRUCTION - March 13, 2013
HIGH-PERFORMANCE COATINGS 09 9600 -1
SECTION 09 9600
HIGH-PERFORMANCE COATINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. High performance coatings.
B. Special preparation of surfaces.
1.02 REFERENCE STANDARDS
A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2012.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating coating materials .
C. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions
requiring special attention.
D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
E. Maintenance Data: Include cleaning procedures and repair and patching techniques.
F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. Extra Coating Materials: 1 gallon (4 liters) of each type and color.
2. Label each container with manufacturer's name, product number, color number, and room
names and numbers where used.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in
this section with minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the work of this section approved
by manufacturer.
1.05 FIELD CONDITIONS
A. Do not install materials when temperature is below 55 degrees F (13 degrees C) or above 90
degrees F (32 degrees C).
B. Maintain this temperature range, 24 hours before, during, and 72 hours after installation of
coating.
C. Restrict traffic from area where coating is being applied or is curing.
1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective Work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for bond to substrate.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. High-Performance Coatings:
1. PPG Architectural Finishes, Inc: www.ppgaf.com.
2. Sherwin-Williams Company: www.protective.sherwin-williams.com/industries.
3. Tnemec Company, Inc: www.tnemec.com.
4. Substitutions: Section 01 6000 - Product Requirements.
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HIGH-PERFORMANCE COATINGS 09 9600 -2
2.02 MATERIALS
A. Coatings - General: Provide complete multi-coat systems formulated and recommended by
manufacturer for the applications indicated, in the thicknesses indicated; number of coats
specified does not include primer or filler coat.
1. Lead content: Not greater than 0.06 percent by weight of total nonvolatile content.
2. Chromium content, as hexavalent chromium, zinc chromate, or strontium chromate:
None.
3. Maximum volatile organic compound (VOC) content: As required by applicable
regulations.
4. Colors: As indicated in the Master Material Schedule on the drawings.
B. High-Build Epoxy Coating: Two coats,water-base catalyzed epoxy,gloss finish.
1. Product characteristics:
a. Dry film thickness, per coat: ____, minimum.
b. Comply with performance requirements for moderate exposure.
2. Product: Pro Industrial Hi-Bild manufactured by Sherwin Williams.
3. Primer for EIFS, Architectural Foam and GFRP: As recommended by coating
manufacturer for specific substrate.
4. Primer for ferrous metal: Pro Industrial Pro-Cryl Universal Primer.
C. Primers: As recommended by coating manufacturer for specific substrate, unless otherwise
specified as a component of manufacturer's multi-coat system.
D. Shellac: Pure, white type.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that substrate surfaces are ready to receive work as instructed by the coating
manufacturer. Obtain and follow manufacturer's instructions for examination and testing of
substrates.
3.02 PREPARATION
A. Clean surfaces of loose foreign matter.
B. Remove substances that would bleed through finished coatings. If unremovable, seal surface
with shellac.
C. Remove finish hardware, fixture covers, and accessories and store.
D. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent.
E. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask
if necessary to provide adequate protection. Repair damage.
3.03 PRIMING
A. Apply primer to all surfaces, unless specifically not required by coating manufacturer. Apply in
accordance with coating manufacturer's instructions.
3.04 COATING APPLICATION
A. Apply coatings in accordance with manufacturer's instructions, to thicknesses specified.
B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or variations in
color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension with
full coating thickness.
The Bridges: Multi-Tenant Building Division 09
Carmel, Indiana FINISHES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
HIGH-PERFORMANCE COATINGS 09 9600 -3
3.05 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
B. Clean surfaces immediately of overspray, splatter, and excess material.
C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously
removed.
3.06 PROTECTION
A. Protect finished work from damage.
END OF SECTION
The Bridges: Multi-Tenant Building Division 10
Carmel, Indiana SPECIALTIES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
OVERHEAD SUPPORTED CANOPIES (BID ALTERNATE NO. 1)
10 7316 -1
SECTION 10 7316
OVERHEAD SUPPORTED CANOPIES (BID ALTERNATE NO. 1)
PART 1: GENERAL
1.01 SECTION INCLUDES
A. Louvered Aluminum Canopies
1. Not all Overhead Supported Canopies are part of the bid alternate. Refer to architectural
drawings for the canopies that are to be priced as part of Bid Alternate No. 1.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 - Joint Sealers: interface of canopy support penetrations
1.03 REFERENCE STANDARDS
A. ASCE 7-05 - Minimum Design Loads for Buildings and Other Structures
B. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2007.
C. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
[Metric]; 2007.
D. ASTM B210 - Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless
Tubes; 2004.
E. ASTM B210M - Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless
Tubes (Metric); 2005.
F. AWS D1.2/D1.2M - Structural Welding Code - Aluminum; American Welding Society; 2003, and
Errata 2004.
G. SSPC-SP 2 - Hand Tool Cleaning; Society for Protective Coatings; 1982 (Ed. 2004).
H. Aluminum Design Manual 2005
I. Local governing codes and standards for site location
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures
B. Product Data - Submit manufacturer's product information, specifications, and installation
instructions for the aluminum canopy.
C. Samples - Submit color selection samples of actual coated aluminum material or actual
anodized aluminum material.
D. Shop Drawings - Submit complete shop drawings including:
1. Overall canopy layout dimensions
2. Cut section details including elevation, wall attachment details, and connection details
3. Flashing details pertaining to aluminum canopy
4. Canopy anchorage details
E. Certification - Provide letter of compliance certifying that the proposed canopy design and layout
meets or exceeds all applicable loadings (ex: wind load, rain live load, dead load, snow load) for
the job location (city & state) in accordance with IBC 2006 and ASCE 7-05.
1.05 PERFORMANCE REQUIREMENTS
A. Structural Performance: Provide pre-engineered canopies capable of withstanding the effects of
gravity loads and the following loads and stresses within limiits and undder conditions for the
specific location where canopies will be installed:
1. Uniform pressure as indicated on drawings - minimum wind load per ASCE 7-05, Ch. 6.
B. Thermal Movements: Provide pre-enginnered canopies that allow for thermal movements
resulting from the following maximum change (range) in ambient and surface temperatures by
The Bridges: Multi-Tenant Building Division 10
Carmel, Indiana SPECIALTIES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
OVERHEAD SUPPORTED CANOPIES (BID ALTERNATE NO. 1)
10 7316 -2
preventing buckling, opening of joints, overstressing of components, failure of joint sealants,
failure of connections, and other detrimental effects. Base engineering caluculation on surface
temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
1. Temperature Change (Range): 120 degrees F (67 degrees C), ambient; 180 degrees F
(100 degrees C), material surfaces.
1.06 QUALITY ASSURANCE
A. Confirm dimensions prior to preparation of shop drawings when possible.
B. Manufacturer Qualifications: Minimum five years experience in design, fabrication, and
production of aluminum protective covers.
C. Components shall be assembled in shop to greatest extent possible to minimize field assembly.
D. Aluminum protective cover, including material and workmanship, shall be warranted from
defects for a period of one year from date of completion of aluminum protective cover
installation.
1.07 WARRANTY
A. Manufacturer to warrantee canopies to be free of defects in materials and workmanship for one
(1) year from date of shipment.
B. Manufacturer to warrantee canopies for a period of fifteen (15) years against peeling, flaking or
chipping of canopy finish (when maintained per Manufacturer's recommendations)
PART 2: PRODUCTS
2.01 MANUFACTURERS
A. Acceptable Manufacturers:
1. Mitchell Metals, LLC: www.mitchellmetals.net
2. Mapes Architectural Canopies, Inc.: www.mapes.com
3. Substitutions: See Section 01 6000 - Product Requirements
2.02 MATERIALS
A. All materials shall be single source from canopy manufacturer
1. Intermediate Framing Members:
a. Intermediate framing members shall be extruded aluminum, alloy 6063-T6, in profile
and thickness per Manufacturer's standard and to meet performance requirements
2. Decking:
a. Decking shall consist of louvered blades (0.110 extruded aluminum)
3. Fascia:
a. Fascia shall be standard 8 extruded J style (minimum 0.125 aluminum)
4. Flashing:
a. Flashing shall be made of aluminum sheet painted to match the color of the canopy.
Minimum flashing thickness shall be 0.040" thick.
2.03 FINISHES
A. Two-coat Kynar fluoropolymer finish to comply with AAMA 2603
B. Color is to be as selected by architect from manufacturer's standard color chart. Custom color
may be used upon Architect's request
PART 3: EXECUTION
3.01 EXAMINATION
A. The substructure shall be inspected for straight, true, and plumb according to standard
construction procedures.
The Bridges: Multi-Tenant Building Division 10
Carmel, Indiana SPECIALTIES
DY201016
ISSUED FOR BID & CONSTRUCTION - March 13, 2013
OVERHEAD SUPPORTED CANOPIES (BID ALTERNATE NO. 1)
10 7316 -3
3.02 PREPARATION
A. Any blocking necessary to install the overhead supported canopy shall be installed by the
General Contractor according to the approved shop drawings prior to canopy installation.
3.03 INSTALLATION
A. Canopies are to be installed according to approved shop drawings and plans.
B. All fasteners penetrating the building's face shall be caulked.
C. All joints, corners, and connections shall be tight and clean.
D. All exposed fasteners are to be painted to match the canopy color.
E. Decking is to be aligned and secured to aluminum frame structure.
F. Canopies shall be installed with positive and negative slope of 1/8" per foot to allow water
drainage from top of canopy to eliminate ponding on tops of aluminum sections.
3.04 CLEANING
A. All canopy surfaces exposed are to be cleaned after installation is complete.
B. Surplus materials and debris shall be removed from the jobsite after installation is complete.
3.05 PROTECTION
A. Deliver and store all canopy components in protected areas.
B. General Contractor shall ensure protection of installed aluminum canopies from other
construction so that canopies are without damage at time of substantial completion of project.
END OF SECTION