Madera Marketplace - galileoconstruction.com · MADERA MARKETPLACE DESIGN TEAM Developer ......

PROJECT MANUAL

Madera Marketplace Sahuarita, Arizona

JANUARY 2011


Robert W. Kelly Architect, Inc. 00102-1

MADERA MARKETPLACE

DESIGN TEAM Developer Hayco Realty 3825 Camp Bowie Boulevard Fort Worth, Texas 76107 Contact: Matt Jameson 817.336.2425 Architect Robert W. Kelly Architect Inc. 209 South Main Street Fort Worth, Texas 76104 Contact: Robert W. Kelly 817.332.5014 817.332.8570 Fax [email protected] Civil Optimus Civil Design Group, Inc. 4650 East Cotton Center Boulevard, Suite 240 Phoenix, Arizona 85040 Contact: Dan Uzzle 602.286.9300 602.393.5228 Direct 602.677.7184 Cell 602.286.9400 Fax Structural Engineers Intec Services, Inc. 3113 South University Drive Fort Worth, Texas 76109 Contact: Mowlesh Ramarapu 817.927.3049 817.927.3048 Fax Mechanical / Electrical Engineer Kalmans Marshall Engineering, Inc. 1425 Greenway Drive, Suite 640 Irving, Texas 755038 Contact: Keith Gassman 972.812.1240 972.812.1270 Fax


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TABLE OF CONTENTS

DIVISION 0 – CONTRACRTURAL REQUIREMANTS 00313 GEOTECHNICAL REPORT DISCLAIMER 00600 CONTRACT FORMS 00700 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 00730 SUPPLEMENTARY GENERAL CONDITIONS DIVISION 1 – GENERAL INFORMATION 01040 PROJECT REQUIRMENTS DIVISION 2 – SITE CONSTRUCTION NIC DIVISION 3 – CONCRETE 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST – IN – PLACE CONCRETE DIVISION 4 – MASONRY 04700 THIN SET BRICK DIVISION 5 – METALS 05120 STRUCTURAL STEEL 05500 METAL FABRICATIONS DIVISION 6 – WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06150 WOOD TRUSSES DIVISION 7 – THERMAL AND MOISTURE PROTECTION 07210 BUILDING INSULATION 07314 STONE COATED METAL ROOF TILE 07482 EXTERIOR SHEATHING 07525 MODIFIED BITUMEN ROOFING 07600 FLASHING AND SHEET METAL 07920 SEALANTS AND CAULKING


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DIVISION 8 – DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 08400 ALUMINUM ENTRANCES AND STOREFRONTS 08700 FINISH HARDWARE 08800 GLAZING

DIVISION 9 – FINISHES 09200 GYPSUM BOARD, SYSTEM 09205 LATHING AND CEMENT PLASTERING 09900 PAINT ING DIVISION 10 – SPECIALTIES NIC DIVISION 11 – EQUIPMENT NIC DIVISION 12 – FURNISHINGS NIC DIVISION 13 – SPECIAL CONSTRUCTION NIC DIVISION 14 – CONVEYING SYSTEMS NIC DIVISION 15 – MECHANICAL NIC DIVISION 16 – ELECTRICAL NIC


00313.1 Robert W. Kelly Architect, Inc.

SECTION 00313

GEOTECHNICAL REPORT A geotechnical report is prepared by Speedie and Associates will be made available upon request by the Owner for the use of the Bidders. Its content is the sole responsibility of Speedie and Associates and does not constitute a part of the Contract Documents prepared by Robert W. Kelly Architect, Inc.


Contract Forms 1 Robert W. Kelly Architect, Inc.

SECTION 00600 CONTRACT FORMS

The following Documents are to be utilized in the execution of this Contract.

AIA Document A101-1997 Owner-Contractor Agreement Form-Stipulated Sum AIA Document A201-1997 General Conditions of the Contract for Construction

These documents may be reviewed in the office of the Architect or may be purchased from one of the following locations.

The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006

or

The Fort Worth Chapter - American Institute of Architects 1425 Eighth Avenue, Suite 100 Fort Worth, Texas 76104 817.927.2411 Fax: 817.927.2444



SECTION 00700 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

The AIA Document A201-1997 General Conditions of the Contract for Construction is a part of the Bidding Documents and will become a part of the executed contract for construction as fully as if bound herein.


00730.1 Robert W. Kelly Architect, Inc

SECTION 00730 SUPPLEMENTARY GENERAL CONDITIONS

The following supplements modify “General Conditions of the Contract for Construction” AIA Document A201, Fourteenth Edition, 1997. Where a portion of General Conditions is modified or deleted by these supplements, the unaltered provisions of the General Conditions shall remain in effect. 1.01 MISCELLANEOUS DEFINITIONS: A. The term “product” as used in the project manual includes materials, systems and equipment. The term “provide” as used in the project manual means to furnish and install. 1.02 PLANS & SPECIFICATIONS:

A. Contractor will be furnished one set of construction drawings and one set of project manual. An electronic set of documents will be made available to Contractor and/or may be forwarded to third party reproduction company for printing and distribution as directed by Contractor.

1.03 CONFLICTING CONDITION (Section 1.02 of General Conditions) A. Should Contract Documents disagree, discrepancies, contradictions or ambiguities shall be directed to attention of Architect prior to submission of bid or execution of Contract. If such procedure is not followed, Architect reserves right to rule on such discrepancies, contradictions or ambiguities after execution of Contract without Contractor claims for extra compensation. B. If such procedure is not followed or if Architect does not rule on such discrepancies, bid better quality or greater quantity and perform or furnish likewise unless otherwise ordered by Architect in writing. 1.04 ADMINISTRATION OF CONTRACT (Section 4.02): A. Owner reserves right to administer Construction of Contract in lieu of administration by Architect or to assign administration of Contract to Project Engineer or to any other party he may so deem. B. All references hereinafter to Architect for purposes of administering construction of contract shall be considered as to Owner’s Authorized Agent.



1.05 PAYMENTS AND COMPLETION: The form of application for payment shall be AIA A. Document G702, “Application and Certificate for Payment,” supported by accompanying continuations sheet. Until substantial completion, the Owner will pay ninety percent (90%) of the amount due the Contractor on account of progress payment. 1.06 INSURANCE AND BONDS: A. Contractor shall purchase liability insurance from a company acceptable to the Owner. Liability insurance shall include all major division of coverage and be on a comprehensive basis including: 1. Premises- operations (including X-C-U) 2. Independent Contractor’s Protective 3. Products and Completed Operations 4. Personal Injury Liability and Employment Exclusion deleted. 5. Contractual – including specified provisions for the Contract’s obligations under paragraph 3.18 of the General Conditions. 6. Owned, non-owned and hired vehicles. 7. Broad form coverage for property damage. B. Insurance required by the General Conditions shall be written for not less than the following limits, or greater if required by law. 1. Workmen’s Compensation – statutory 2. Employer’s Liability $500,000 3. Contractor’s Public Liability a. Personal injury: $500,000/$1,000,000 b. Property Damage: $100,000/$200,000 4. Contractor’s Contingent Liability: a. Personal injury: $500,000/$1,000,000



b. Property damage: $100,000/$200,000 5. Automobile Public Liability: a. Personal injury: $500,000/$1,000,000 b. Property damage: $100,000 each occurrence 6. Umbrella Excess Liability: $2,000,000 7. Builders Risk – As required to cover project. 8. All Contractors’ insurance policies shall name the Architect and the owner as additional insured. 9. All insurance policies shall provide that no cancellations of the policy or endorsement shall be effective until the tenth day following the mailing of written notices of such cancellations to the Architect and to the Owner. Contractor shall provide Property Insurance for the Owner as described in Paragraph 11.3 of the General; Conditions and coverage shall be completed value.

END OF SECTION


Robert W. Kelly Architect, inc. 01040.1

SECTION 01040 PROJECT REQUIREMENTS

1.01 PROJECT CRITERIA: A. Execution: Intent of Contract Documents is to provide complete installation.

Accessory construction and apparatus necessary or advantageous to operation and testing of work shall be included. Omission of specific reference to any part of the Work necessary for such complete installation shall not be interpreted as relieving Contractor from furnishing and installing such parts.

B. Conflicting Conditions: Should drawings disagree with themselves, or with

specifications, perform or furnish better quality or greater quantity unless otherwise ordered in writing by Architect.

C. Codes and Ordinances: Where requirements of Contract Documents exceed code

requirements, work shall conform to Contract Documents.

D. Reference Standards: Standards referred to in various sections of specifications shall refer to latest edition of that standard at time of Contract signing.

E. Substitutions: Should Contractor desire to use materials or products other than those

specified, he shall, within thirty (30) days of contract signing, submit written request for Architect’s approval.

F. Submittals:

1. Identify each submittal with project name and number; accompany with Contractor’s letter of transmittal and information essential to determining acceptability of proposed materials or products.

2. Submit catalog data on sheets not over 8-1/2" x 14", five (5) copies each.

Submit shop drawings on reproducible sepias accompanied by one (1) direct print for each sheet, or five (5) copies direct prints for each sheet.

3. Approval of submittals is general approval only, relating to sufficiency and

compliance with Contract Documents, and does not constitute waiver of omissions, errors or discrepancies.

1.02 TEMPORARY FACILITIES:

A. Furnish adequate temporary electric power and water as required for construction. Furnish and install, maintain and remove when complete, temporary wiring and piping required for operations.


Robert W. Kelly Architect, inc. 01040.2

B. Provide temporary chemical toilet for workers and remove upon completion of project.

C. Provide temporary heat including equipment and fuel required during construction.

- - -END- - -


Robert W. Kelly Architect, Inc 03100-1

SECTION 03100 CONCRETE FORMWORK

PART 1 GENERAL 1.01 DESCRIPTION:

A. Work Included: Provide formwork in accordance with provisions of this Section for cast-in-place concrete show on the Drawings or required by other Sections of these Specifications.

1.02 RELATED WORK:

A. Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications.

B. Section 02220 – Excavating. C. Section 03200 – Concrete reinforcement. D. Section 03300 – Cast-in-place concrete.

1.03 REFERENCES:

A. ACI 301 – Specifications for Structural Concrete for Buildings. B. ASTM 347 – Recommended Practice for Concrete Formwork. C. PS 1 – Construction and Industrial Plywood.

1.04 SYSTEM DESCRIPTION:

A. Design, engineer, and construct formwork, shoring, and bracing to meet design and code

requirements, so that result concrete conforms to required shapes, lines, and dimensions. 1.05 QUALITY ASSURANCE:

A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

B. Design of formwork is the contractor’s responsibility. C. Standards: in addition to complying with pertinent regulations of governmental agencies having

jurisdiction, comply with pertinent provisions of ACI 347. 1.06 SUBMITTALS:

A. Comply with pertinent provisions of Section 01340. B. Product data: Within 30 calendar days after the Contractor has received the Owner’s Notice To

Proceed, submit manufacturer’s data and installation instructions for proprietary materials including from coatings, ties, and accessories, and manufactured form systems if used.

1.07 PRODUCT HANDLING:

A. Comply with pertinent provisions of Section 01340. PART 2 PRODUCTS 2.01 FORM MATERIALS:



A. Plywood: Douglas Fir species; solid one side grade; sound, undamaged sheets with straight edges.

B. Lumber: Southern Yellow Pine species; commercial grade; with grade stamp clearly visible. 2.02 FORM ACCESSORIES:

A. Form Ties: Snap-off metal of fixed length; cone type; one inch break back dimension; free of defects that will leave holes no larger than 1-1/4” inches diameter in concrete surface.

B. Form Release Agent: Colorless material, which will not stain concrete, absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete; manufactured by Sonneborn.

C. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required; of strength and character to maintain formwork in place while placing concrete.

PART 3 EXCUTION 3.01 INSPECTION 3.02 PREPARATION:

A. Minimize form joints. Symmetrically align joints, and make watertight to prevent leakage of concrete.

B. Arrange and assemble formwork to permit stripping so that the concrete is not damaged during its removal.

C. Arrange forms to allow stripping without removal of principal shores, where required to remain in place.

3.03 ERECTION:

A. Provide bracing to ensure stability of formwork. Strengthen formwork that may be overstressed by the construction loads.

B. Provide temporary ports in formwork to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. Close ports with tight fitting panels, flush with inside face of forms, neatly fitted so that joints will not be apparent in exposed concrete surfaces.

C. Provide chamfer strips on external corner of beams and slabs as required by Architectural drawings.

3.04 APPLICATION OF FORM RELEASE AGENT:

A. Apply form release agent on formwork in accordance with manufacturer’s instructions. Apply prior to placing reinforcing steel, anchoring devices, and embedded items.

B. Do not apply form release agent where concrete surfaces are scheduled to receive special finishes, which may be affected by agent. Soak contact surfaces of untreated forms with clean water. Keep surfaces wet prior to placing concrete.

3.05 INSERTS, EMBEDDED PARTS, AND OPENINGS:

A. Provide formed openings where required for work embedded in or passing through concrete. B. Coordinate work of other Sections in forming and setting openings, slots, recesses, chases,

bolts, anchors, and other inserts. 3.06 FORM REMOVAL:

A. Notify Architect/Engineer prior to removing formwork.



B. Reshore structural members due to design requirements or construction conditions to permit successive construction.

C. Remove formwork progressively so no unbalanced loads are imposed on structure. D. Do not damage concrete surfaces during form removal. E. Store reusable forms for exposed architectural concrete to prevent damage to contact surfaces.

3.07 CLEANING:

A. Clean forms to remove foreign matter as erection proceeds. B. Ensure that water and debris drain to exterior through clean-out ports. C. During cold weather, remove ice and snow from forms. Do not use de-icing salts. Do not use

water to clean out completed forms, unless formwork and construction proceed within heated enclosure. Use compressed air to remove foreign matter.

END OF SECTION



SECTION 03200 CONCRETE REINFORCEMENT

PART 1 GENERAL 1.01 WORK INCLUDED:

A. Reinforcing steel bars, and welded steel wire fabric for cast-in-place concrete. B. Support chairs, bolsters, bar supports, spacers, and others for supporting reinforcement.

1.02 RELATED WORK:

A. Section 03100 – Concrete Formwork. B. Section 03300 – Cast-in-Place Concrete placement.

1.03 REFERENCES:

A. ACI 301 – Specifications for Structural Concrete for Buildings. B. ACI 315 – Details and Detailing of Concrete Reinforcement. C. ANSI/ASTM A82 – Cold Drawn Steel Wire for Concrete Reinforcement. D. ANSI/ASTM A185 – Welded Steel Wire Fabric for Concrete Reinforcement. E. ANSI/ASTM A497 – Welded Deformed Steel Wire Fabric For Concrete Reinforcement. F. ANSI/AWS D1.4 – Structural Welding Code Reinforcing Steel. G. ASTM A615 – Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. H. CRSI – Manual of Practice. I. CRSI 63 – Recommended Practice for Placing Reinforcing Bars. J. CRSI 65 – Recommended Practice for Placing Reinforcing Bars.

1.04 QUALITY ASSURANCE:

A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard Practice,

and Documents 63 and 65. B. Conform to ACI 301.

1.05 SHOP DRAWINGS:

A. Submit shop drawings under provisions of Section 01340. B. Indicate sizes, spacings, locations and quantities of reinforcing steel, wire fabric, bending and

cutting schedules, splicing, stirrup spacing, supporting and spacing devices. PART 2 PRODUCTS 2.01 MATERIALS:

A. Reinforcing Steel: ASTM A615, 60 yield grade billet – steel deformed bars, uncoated finish. B. Welded Steel Wire Fabric: ANSI/ASTM A185 plain type; in flat sheets; uncoated finish. C. Stirrup Steel: ANSI/ASTM A82.

2.02 ACCESSORY MATERIALS:

A. Tie Wire: Minimum 16 annealed type.



B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete.

C. Chairs, Bolsters, Bar Supports, Spacers Adjacent to Architectural Concrete Surfaces: Plastic tipped type; sized and shaped as required.

2.03 FABRICATION:

A. Fabricate in accordance with ACI 315, providing concrete cover specified in Section 03300. B. Locate reinforcing splices not indicated on Drawings at points of minimum stress. Indicate

location of splices on shop drawings. C. Weld reinforcing bars in accordance with ANSI/AWS D1.4.

PART 3 EXECUTION 3.01 INSTALLATION:

A. Before placing concrete, clean reinforcement of foreign particles or coatings. B. Place, support, and secure reinforcement against displacement. Do not deviate from alignment

or measurement. C. Do not displace or damage vapor barrier required by Section 03300.

END OF SECTION



SECTION 03300 CAST-IN PLACE CONCRETE

PART 1 GENERAL 1.01 WORK INCLUDED:

A. Cast-in-place concrete floors and foundations.

1.02 RELATED WORK:

A. Section 03100 – Concrete Formwork. B. Section 03200 – Concrete Reinforcement.

1.03 REFERENCES:

A. ACI 301 – Specifications for Structural Concrete for Buildings. B. ASTM C33 – Concrete Aggregates. C. ASTM C94 – Ready-Mixed Concrete. D. ASTM C150 – Portland Cement. E. ASTM C260 – Air-Entraining Admixtures for Concrete. F. ASTM C494 – Chemical Admixtures for Concrete.


A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout the work.

1.05 REGULATORY REQUIREMENTS:

A. Conform to applicable code for all work. 1.06 TESTS:

A. Testing and analysis of concrete will be performed under provisions of Section 01410. B. Submit proposed mix design of each class of concrete to Architect for review prior to

commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance

with ACI 301. D. Tests of cement and aggregates will be performed to ensure conformance with requirements

stated herein. E. Four concrete test cylinders will be taken for every 50 cubic yards of each class of concrete

placed each day. F. One additional test cylinder will be taken during cold weather and cured on site under same

conditions as concrete it represents G. One slump test will be taken for each set of test cylinders taken.

1.07 PRODUCT DATA:

A. Submit product data under provisions of Section 01340. B. Provide product data for specified products. C. Submit manufacturers’ instructions under provisions of Section 01340.



PART 2 PRODUCTS 2.01 CONCRETE MATERIALS:

A. Cement: ASTM C150, normal – Type I or high early strength, Type III Portland type; gray color.

B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete.

2.02 ADMIXTURES:

A. Air Entrainment: ASTM C260. B. Chemical Admixtures: ASTM C494, Type A – water reducing. Type B – retarding

Type C – accelerating. NOTE: Contractor shall notify Architect prior to placing any admixtures in floor slab concrete.

2.03 ACCESSORIES:

A. Bonding Agent – “Weldcrete” concrete bonding agent by Larsen Products Corp. B. Non-shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, and

water reducing and plasticizing agents: capable of developing minimum compressive strength of 7000 psi in 28 days, manufactured by Master Builders.

2.04 CONCRETE MIX:

A. Mix concrete in accordance with ASTM C94. B. Concrete strength shall be per the contract drawings. C. Use accelerating admixtures in cold weather only when approved by Architect/Engineer.

Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Architect/Engineer. E. Add air-entraining agent to concrete mix for concrete work exposed to exterior.

2.05 FLOOR SEALER

A. Provide one coat of Uniseal “High Solids” acrylic floor sealer as manufactured by Unicare, Inc. in areas shown in the Architectural drawings.

PART 3 EXCUTION 3.01 INSPECTION:

A. Verify anchors; seat plates, reinforcement, and other items to be cast into concrete are accurately placed, held securely, and will not cause hardship in placing concrete.

3.02 PREPARATION:

A. Prepare previously placed concrete by cleaning with steel brush and apply bonding agent. Apply bonding agent in accordance with manufacturer’s instructions.

B. At locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels, and pack solid with non-shrink grout.



3.03 PLACING CONCRETE

A. Notify Architect/Engineer minimum 24 hours prior to commencement of concreting operations. B. Place concrete in accordance with ACI 301. C. Hot weather Placement: ACI 301. D. Cold weather Placement: ACI 301. E. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during

concrete placement. F. Maintain concrete cover around reinforcing per ACI 318-83. G. Place concrete continuously between predetermined construction and control joints. Do not

break or interrupt successive pours such that cold joints occur. H. Saw cut control joints at an optimum time finishing. Use 3/16 inch thick blade, cutting ¼ into

depth of slab thickness. Saw cut within 24 hours. I. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify

Architect/Engineer upon discovery. 3.04 FINISHING

A. Provide grade beams with smooth rubbed finish. B. Finish floors to have slick trowel finish.

3.05 PATCHING

A. Notify Architect/Engineer immediately upon removal of forms. B. Patch imperfections.

3.06 DEFECTIVE CONCRETE:

A. Modify or replace concrete not conforming to required levels and lines, details, and elevations. B. Repair or replace concrete not properly placed or of the specified type.

3.07 FIELD QUALITY CONTROL:

A. Field Inspection and testing will be performed under provisions of Section 01410. B. Maintain records of placed concrete items. Record date, location of pour, quality, air

temperature, and test samples taken. 3.08 PROTECTION:

A. Protect finished work as specified. B. Immediately after placement, protect concrete from premature drying, excessively hot or cold

temperatures, and mechanical injury. C. Maintain concrete with minimal moisture loss at relatively constant temperature for period

necessary for hydration of cement and hardening of concrete. 3.09 FLOOR SALER:

A. All surfaces to be sealed shall be clean and dry prior to sealing. B. Sealer shall be applied under dust free and dry working conditions. C. Apply one (1) compete coat per manufacturer’s instructions. D. Apply material with coverage of 500-600 square feet per gallon. E. Provide sufficient forced air ventilation during application.

END OF SECTION



SECTION 04700

THIN SET BRICK

PART 1 - GENERAL

1.01 REFERENCES

A. American Concrete Institute (ACI).

B. American Society for Testing and Materials (ASTM): 1. ASTM C 39, Standard Test Method for Compressive Strength of Cylindrical

Concrete Specimens. 2. ASTM C 67, Standard Test Methods for Sampling and Testing Brick and

Structural Clay Tile. 3. ASTM C 177, Standard Test Method for Steady-State Heat Flux Measurements

and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus.

4. ASTM C 192, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory.

5. ASTM C 270, Standard Specification for Mortar for Unit Masonry. 6. ASTM C 482, Standard Test Method for Bond Strength of Ceramic Tile to

Portland Cement. 7. ASTM D 226, Standard Specification for Asphalt-Saturated Organic Felt Used

in Roofing and Waterproofing.

C. Masonry Standards Joint Committee (MSJC) of The Masonry Society.

1.02 SUBMITTALS A. Samples: Panel containing full-size samples of specified manufactured masonry

showing full range of colors and textures complete with specified grout and mortar.

1.03 QUALITY ASSURANCE

A. Qualifications: 1. Manufacturer Qualifications: Minimum five years experience in producing

manufactured masonry. 2. Installer Qualifications: Company with documented experience in installation of

manufactured masonry including minimum 5 projects within 400 mile radius of site.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Store moisture-sensitive materials in weather protected enclosures following manufacturer’s instructions.



1.05 PROJECT/SITE CONDITIONS

A. Environmental Requirements: Maintain materials and ambient temperature in area of installation at minimum 40 degrees F prior to, during, and for 48 hours following installation.

1.06 WARRANTY

A. Special Warranty: Provide manufacturer's standard limited warranty against defects in manufacturing for a period of 50 years following date of Substantial Completion.

1.07 MAINTENANCE

A. Extra Materials: Furnish extra thin brick material in a variety of shapes and sizes in quantity equal to three percent of the installed product.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Following manufacturers are considered acceptable where product is equal to that specified. 1. Robinson Brick Company 2. Owens Corning 3. Ownsboro Brick & Tile 4. Endicott Clay Products

2.02 THIN BRICK

A. Equal to Robinson Brick Company “Old Brick Originals” “Schoolhouse,” ASTM C 1088, Grade Exterior, Type TBS, tested in accordance with ASTM C 67, modular 1/2” thick x 2-1/4” x 7-5/8” “thin brick” including corner returns as selected by Architect.

2.03 RELATED MATERIALS

A. Lath: Expanded Metal Lath ASTM C847, zinc-coated (galvanized). Self furring where applied over solid backing.

B. Mortar: Comply with ASTM C 270

1. Scratch coat of 1 part Portland Cement to 2.5 parts sand

2. For Buttering Units and for joints: 1 part Portland Cement to 2 parts sand

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates upon which manufactured masonry will be installed.

B. Coordinate with responsible entity to correct unsatisfactory conditions.



C. Commencement of work by installer is acceptance of substrate conditions.

3.02 PREPARATION

A. Protection: Prevent work from occurring on the opposite of walls to which manufactured masonry is applied during and for 48 hours following installation of the manufactured masonry.

B. Surface Preparation: Follow manufacturer's instructions designated below for the appropriate type of manufactured masonry and substrate.

3.03 INSTALLATION

A. Install metal lath over weather barrier using 3/4” corrosive-resistant screws installed minimum of 6” apart each way. Install around corners overlapping vertical joints 16” to avoid corner cracking. Trim around edges with wire snips.

B. Apply mortar with flat trowel to entire wall and corners - about 1/2” to 3/4” thick creating “scratch coat” over lath. Allow 12-24 hour set up/cure.

C. Install thin brick products in accordance with manufacturer's installation instructions for exterior application over metal lath.

D. Wet wall with water to provide moisture for mortar on thin brick to absorb and adhere to. Clean back of thin brick with damp sponge. With point trowel, apply mortar to back of thin brick, about 1/2” thick.

E. Start thin brick application at corners using pre-formed corner units. Start at bottom course and work up. Press corner piece onto wall, rotating back and forth slightly, and forcing some mortar to “squeeze out”. Stagger corner returns while working up wall to avoid adjacent vertical mortar joints. Allow 3/8” space between brick pieces.

F. Apply flat pieces starting at outside corners and infill area in running bond. Remove excess mortar from around or on brick with a sponge or stiff brush.

G. Cut pieces to fit application. Score brick with masonry blade about 1/4” deep and snap piece or cut through with small electric saw with diamond blade. Use full 8” modules in course work and finish out course larger than one half brick to finish. Stagger cut pieces, one per course at alternating ends. Using smaller than half piece units is prohibited

H. Align base courses to follow accurate floor lines.

I. Align faces plumb, level, and true, with uniform joint widths. Size and portion units for best appearance, with joints arranged neat and symmetrical, free of imperfections detracting from overall appearance.

J. Once all brick is in place, use mortar/grout bag to fill in brick joints. Add colorant to mortar if specified. Add more water to mortar so that it is smooth and flows easily out of bag. Fill bag about half full with mortar, and twist bag at end. Fill vertical and horizontal joints with mortar, and sponge or whisk off excess mortar from brick face.



K. As mortar begins to stiffen to use joint tool to smooth out mortar joints to desired depth. A stiff-bristled paint brush may also be used to push mortar into crevasses and to smooth joints.

3.04 CLEANING

A. Clean masonry in accordance with manufacturer's installation instructions. Use wet sponge or stiff brush to clean off remaining mortar on from brick face.

3.05 PROTECTION

A. Protect finished work from moisture during and for 48 hours following installation.

B. Protect finished work from damage during remainder of construction period.

END OF SECTION



SECTION 05120 STRUCTURAL STEEL

PART 1 GENERAL 1.01 DESCRIPTION

A. Work Included: Provide structural steel and accessories as shown on the Drawings, specified herein, and needed for a complete and proper installation.

B. Related Work: 1. Documents affecting work of this Section include, but not necessarily limited to, General

Conditions, Supplementary Conditions, and Sections in Division 1 of these specifications.

2. Section 01410: Testing and inspecting 3. Section 05500: Metal Fabrications.


A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

B. Perform welding with electric arc process and in accordance with AWS “Code for Arc and gas welding in Building Construction.”

C. In addition to complying with pertinent codes and regulations, comply with: 1. AISC “Specifications for Design, Fabrication, and Erection of Structural Steel for

Buildings.” 2. AISC “Code of Standard Practice.” 3. AISC “Specification for Structural Joints using ASTM A325 or A490 Bolts.”

1.03 SUBMITTAL

A. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 days calendar days after the Contractor has received the Owner’s

Notice to Proceed, submit: 1. Sufficient technical data to demonstrate compliance with the specified requirements. 2. Complete Shop Drawings showing all members, proposed cuts, connections, camber,

holes, and similar data. 1.04 PRODUCT HANDLING

A. Comply with pertinent provisions of Section 01640. B. Delivery and Storage:

1. Delivery materials to the job site properly marked to identify the location for which they are intended.

2. Use markings corresponding to markings shown on the approved Shop Drawings. 3. Store in a manner to maintain identification and prevent damage, off the ground, using

pallets or other supports, and to permit easy access for inspection. 1.05 SHOP DRAWINGS

A. Submit shop drawings under provisions of Section 01340. B. Indicate profiles, sizes, spacing, and locations of structural members, connections,

attachments, fasteners, cambers, and loads.



C. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. PART 2 PRODUCTS 2.01 MATERIALS

A. Structural Steel Members: ASTM A36. B. Steel Pipe: ASTM A53, type E or S, grade B. C. Steel Tubes: ASTM A500, grade B. D. Machine Bolts: ASTM A307, grade A, and ANSI B18.2, with hexagonal heads. E. High strength bolts: ASTM A325, bearing type. F. Arc welding electrodes: ASTM A233, E70XX series, as required for conditions of

intended use. G. Primer: Steel gray oxide.

H. AISC – Specification for Design, Fabrication and Erection of Standard Steel for Buildings. 2.02 FABRICATION

A. Shop fabrication and assembly: 1. Fabrication items of structural steel in accordance with AISC specifications and as

shown on the approved Shop Drawings. 2. Where finishing is required, complete the assembly, including welding of units, before

start of finishing. 3. Provide finish surfaces of members exposed in the final structure free from marking,

burrs, and other defects.

B. Assemble and weld built-up sections by methods, which will produce true alignment of axes without warp.

C. Do not flame cut holes or enlarge holes by burning.

1. Clean concrete bearing surfaces free from bond-reducing materials, and then roughen to improve bond to surface.

D. Setting base plates and bearing plates:

a. Clean concrete bearing surfaces free from bond-reducing materials, and then roughen to improve bond to surface.

b. Clean the bottom surface of base plates and bearing plates. c. Set loose and attached base plates and bearing plates for structural members in wedges

or other adjusting devices. d. Tighten anchor bolts after supported members have been positioned and plumbed. e. Do not remove wedges or shims but, if protruding, cut off flush with the edge of the

Base plate or bearing plate prior to packing with grout. f. Pack grout solidly between bearing surfaces and bases or plates to assure that no voids

remain. g. Finish exposed surfaces, protect installed materials, and allow curing in strict

compliance with the manufacturer’s recommendations as approved by the Architect.

E. Field assembly: a. Set structural frames accurately to the lines and elevations indicated. b. Align and adjust the members forming part of a complete frame or structure before

fastening permanently.



c. Clean the bearing surfaces and other surfaces, which will be in permanent contract before assembly.

d. Adjust as required to compensate for discrepancies in elevation and alignment.

e. Level and plumb individual members of the structure within specified AISC tolerances.

f. Establish required to leveling and plumbing measurements on the mean operating temperature of the structure, making allowances for the structure will be when completed and in service.

g. Comply with AISC specifications of bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to welds.

F. Gas cutting:

a. Do not use gas-cutting torches for correcting fabricating errors in structural framing, except on secondary members where acceptable to the Architect.

b. When the Architect/Engineer permits gas cutting, finish the gas cut section to a sheared appearance acceptable to the Architect.

PART 3 EXCUTION 3.01 PAINTING

A. Secure all required approvals of welding and connections prior to application of field primer. B. Notify the Architect when the work of this Section is receiving primer. C. Prime coat structural steel and fittings, except galvanized items, which will not be enclosed or

concealed in the finished work. 1. Prepare surfaces by removing loose rust, loose mill scale, and spatter, slag, and flux

deposits. 2. Clean steel in accordance with Steel Structures Painting Council SP-3, “Power Tool

Cleaning.” 3. After erection, clean spots and surfaces where paint has been removed, damaged, or

burned off, and clean field bolts and other field connections not concealed in the finished work.

4. Remove dirt, oil, and grease. 5. Apply a spot coat of the approved primer. 6. Do not apply paint to wet, damp, oily, or improperly prepared surfaces. 7. Spray apply the primer, filling joints and corners, and covering surfaces with a smooth

unbroken film of at least 1.5 dry mils thickness.

END OF SECTION



SECTION 05500 METAL FABRICATIONS

PART 1 - GENERAL 1.01 QUALITY ASSURANCE

A. Use adequate number of skilled workmen who are thoroughly trained and experienced in necessary crafts and who are completely familiar with specified requirements and methods needed for proper performance of work of this Section.

B. Perform shop and/or field welding required in connection with work of this Section

in strict accordance with pertinent recommendations of American Welding Society. 1.02 SUBMITTALS

A. Product Data: Within 25 calendar days after Contractor has received Owner's Notice to Proceed, submit:

1. Materials list of items proposed to be provided under this Section;

2. Manufacturer's specifications and other data needed to prove compliance

with specified requirements;

3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of work of this Section with work of adjacent trades;

4. Manufacturer's recommended installation procedures which, when approved

by Architect, will become basis for accepting or rejecting actual installation procedures used on the Work.

1.03 PRODUCT HANDLING PART 2 - PRODUCTS 2.01 MATERIALS

A. In fabricating items which will be exposed to view, limit materials to those which are free from surface blemishes, pitting, rolled trade names. and roughness.

B. Comply with following standards, as pertinent:

1. ASTM A36 - Steel plates, shapes, and bars; 2. ASTM A283, Grade C - Steel plates to be bent or cold-formed;



3. ASTM A501 - Steel tubing (hot-formed, welded, or seamless); 4. ASTM A306, Grade 65, or ASTM A36 - Steel bars and bar-size shapes; 5. ASTM A108 - Cold-finished steel bars; 6. ASTM A336 - Cold-rolled carbon steel sheets; 7. ASTM A526 - Galvanized carbon steel sheets, with G90 zinc coating in

accordance with ASTM A525; 8. AISI Type 302 or 304 - Stainless steel sheets, 24 gauge, with number 4

finish; 9. ASTM A48, CLASS 10 - Gray iron castings; 10. ASTM A47 - Malleable iron castings; 11. ASTM A53, Grade A, Schedule 40 - Steel pipe, black finish unless otherwise

noted; 12. Concrete inserts:

a. Threaded or wedge type galvanized ferrous castings of malleable iron

complying with ASTM A27; b. Provide required bolts, shims, and washers, hot-dip galvanized in

accordance with ASTM A153.

C. Access Panels: Equal to Acudor 24”x24” 18 gauge steel frame and door with gray baked enamel factory finish. 2.02 FASTENERS

A. General:

1. For exterior use and where built into exterior walls, provide zinc-coated fasteners.

2. Provide fasteners of type, grade, and class required for the particular use.

3. For aluminum railings, fasteners shall be either aluminum, stainless steel or

cadmium-plated steel. All mechanical connections shall have interior interlocking fittings completely hidden from view.

B. Comply with following standards as pertinent.



1. Bolts and Nuts: Provide hexagon-head regular type complying with ASTM A307, grade A;

2. Lag Bolts: Provide square-head type complying with Fed Spec FF-B-561;

3. Machine Screws: Provide cadmium-plated steel type complying with Fed

Spec FF-S-111;

4. Washers:

a. Plain Washers: Comply with Fed Spec FF-W-92, round, carbon steel;

b. Lock Washers: Comply with Fed Spec FF-W-84, helical spring-type

carbon steel.

5. Toggle Bolts: Provide type, class, and style needed but complying with Fed Spec FF-B-588;

6. Anchorage Devices: Provide expansion shield complying with Fed Spec FF-

S-325. 2.03 OTHER MATERIALS

A. Provide other materials, not specifically described but required for complete and proper installation. as selected by Contractor subject to approval of Architect.

2.04 SHOP PAINT

A. Primer: Use Shop Standard Grey Oxide.

B. For repair of galvanizing, use high zinc-dust content paint complying with MIL-P-21035.

2.05 FABRICATION

A. Except as otherwise shown on Drawings or approved Shop Drawings, use materials of size, thickness, and type required to produce reasonable strength and durability in work of this Section.

B. Fabricate with accurate angles and surfaces which are true to required lines and

levels, grinding exposed welds smooth and flush, forming exposed connections with hair-line joints, and using concealed fasteners wherever possible.

C. Prior to shop painting or priming, properly clean metal surfaces as required for

applied finish and for proposed use of item.



D. On surfaces inaccessible after assembly under which work of this Section will be

performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.

E. Steel Ladders:

1. Fixed-rail type with steel rungs shouldered and headed into and welded to rails.

2. Fabricate angle brackets of 2 inch wide by 1/2 inch thick steel; brackets

spaced maximum of 4 feet apart and of length to hold ladder 8 inches from wall to center of rungs. Provide turned ends or clips for anchoring.

3. Provide holes for anchoring with expansion bolts through turned ends and

brackets. 4. Where shown, fabricate side rails curved, twisted and formed into

gooseneck. 5. Galvanize exterior ladders after fabrication, ASTM A123, G-90. 6. Ladder Access Security: Provide “Ladder Gate” as manufactured by RB

Industries, Greensboro, NC (336) 852-6276, or an approved equal.

PART 3 - EXECUTION 3.01 SURFACE CONDITIONS

A. Examine areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.

3.02 COORDINATION

A. Coordinate as required with other trades to assure proper and adequate provision in work of those trades for interface with work of this Section.

3.03 INSTALLATION

A. General:

1. Set work accurately into position, plumb, level, true and free from rack.



2. Anchor firmly into position.

3. Where field welding is required, comply with AWS recommended procedures of manual-shielded metal-arc welding for appearance and quality of weld and for methods to be used in correcting welding work.

4. Grind exposed welds smooth, and touch up shop prime coats.

5. Do not cut, weld, or abrade surfaces which have been hot-dip galvanized

after fabrication and which are intended for bolted or screwed field connections.

B. Ladders: Anchor ladders to walls and floors with expansion bolts through turned

lugs or angle clips or brackets.

C. Bollards: Install sleeves in concrete formwork. Set bollards in sleeves and pour grout to surface. Fill bollards with grout and top with smooth domed finish. Apply beveled bead of urethane sealant at pavement and perimeter of posts.

D Access panel and frame: Provide structural subframe of 3” x 4” x ¼” steel secured to roof joists and roof decking adequate for installation of prefabricated access panel and frame.

E. Immediately after erection, clean field welds, bolted connections, and abraded areas

of shop priming. Paint exposed areas with same materials used for shop priming.

END OF SECTION



SECTION 06100 ROUGH CARPENTRY

PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS

A. The Contractor shall furnish an affidavit from the manufacturer certifying that the materials or products delivered to the project meet the requirements specified along with the initial lumber payment request.

B. All lumber and wood structural panels shall be clearly identified by grade mark

of a recognized grading association. C. Fire-retardant lumber where utilized must also be labeled with; identifying mark

of an approved manufacturer; name of fire-retardant treatment; wood species treated; flame spread and smoke developed index; drying method used for treatment; conformance to appropriate standards; design valve adjustments.

D. Allowable tolerances, unless indicated otherwise:

1. Variation from plumb: + 3/8" in 10'0", non-cumulative. 2. Variation in horizontal squaring diagonals: 1/2". 3. Variation in location of walls from dimension: + 1/4". 4. Location of dimensioned openings: + 3/8". 5. Variation in rough opening size: + 1/4", - 1/8".

PART 2 - PRODUCTS

A. Treated lumber and wood structural panels: 1. Materials used on the exterior of the structure shall be treated material

and shall have a moisture resistant preservative treatment that is arsenic and chromium free produced in accordance with ACQ Preserve Standard ACQ-94 and appropriate AWPA Standards (C1, C2, C22, C4, C5, C15, C17, P5) Chemical Specialties Inc. Treated Preserve.

2. Materials utilized within the interior of the retail structure shall be fire- retardant treated per AWPA C17 and to meet Section 2303.2 of the IBC with no significant progressive combustion when ASTM E 84 is continued for an additional 20 minutes. Material used for exterior use must also meet ASTM D2898.

B. Framing Lumber: Grades and types of lumber required shall be as indicated on



the Drawings and if not specifically shown, shall be in accordance with A.F.P.A. framing and racking requirements and applicable codes and regulations and these specifications. Moisture content as follows: Treated and untreated lumber less than 2" in thickness - 19% maximum, untreated lumber over 2" in thickness - 25% maximum. Lumber sizes shall conform to American Softwood Lumber standard PS20-70 and unless otherwise noted shall be S4S.

1. Framing lumber, 2" to 4" thickness.

a. General framing: As noted on structural plans. b. General utility purposes: Utility grade or Hem-Fir or SPF. c. Lumber in contact with concrete/masonry: Preservative treated in

accord with specified standards.

2. Studs:

a. Loadbearing: As noted on structural plans. b. Non-load bearing: Stud grade Hem Fir, Douglas Fir Larch or

Southern Pine (finger joint acceptable).

3. Structural joists and planks, 2" to 4" thickness, 5" and wider, floor joists, ceiling joists, and rafters: Conform to spans as set forth in "Span Tables for Joists and Rafters", current edition, as published by American Forest and Paper Association; sizes as indicated on drawings: No. 2 grade minimum.

C. Glue laminate members: 24F Southern Pine or equal with allowable "Fb" of

2400 psi and "E" of 1,600,000 psi; each beam shall bear the trademarks of APA, EWS or AITC.

D. Microlam members: bending stress of 2,600 psi; bearing stress of 550 psi; shear

stress of 285 psi; compression stress (parallel to grain) of 1,600 psi and "E" of 1,800,000 psi.

E. Roof and floor sheathing: APA Rated sheathing, to thickness and grades

schedule as shown on structural plans and as noted below:

1. Roof sheathing: APA rated 7/16" plywood or OSB material Exposure I, with a span rating of 48/24 provided with spacer type edge clips.

F. Structural panel sheathing: 15/32" thick APA Rated Sheathing, Exposure I, 32/16 span rating.

G. Wall sheathing at exterior walls: 5/8" thick Fire Code Sheathing, ASTM C79



with water repellant faces. H. Exterior, Fascia, Gable Trusses, Door and Window Trim: Premade 5/4 Hardi

Trim. I. Exterior Soffits noted as wood: 1/4" thick Hardisoffit Cedarmill material in as

large a piece as possible. J. Miscellaneous Specialties: Joist hangers, 16 gauge steel as required by code for

loading conditions with proper fasteners. All miscellaneous materials, nails, bolts, screws, joist hangers, plates, clips, etc., shall be the best quality of their respective kind and shall be sized properly for the intended use and loading. Metal items exposed to the exterior, galvanized or other corrosion resistant type. Provide acceptable fastener finish for all preservative-treated materials. All miscellaneous materials shall be installed in strict compliance with manufacturer's specifications and recommendations. Exterior wood posts bearing on concrete to be provided with galvanized post base supports.

K. Insulation baffle: Air-Vent Inc., Air Flash Insulation Baffle No. AF-344-24 or

approved equal. L. Heavy timber framing for decks and stairs: grade as noted on structural plans,

preservative treated where exposed on the exterior. M. Hurricane straps: 1/8" x 1-1/2" hot dip galvanized steel or sufficient length to

wrap around both steel reinforcing and both faces of truss or rafter, with holes on each face of truss or rafter permitting 3 spikes each face, per structural drawings.

N. Siding: Fiber cement 1/4" thick Hardiplank Cedarmill Lap Siding as made by

James Hardie Building Products, CemPlank, Eternit or approved equal. Material to have a Class A flame spread rating. Material 9-1/2" (8" coverage) and 6" (4 3/4" coverage) as shown on plans. Provide 1/4" thick smooth Hardipanel material where noted, in largest sheet possible so as to avoid joints. Provide manufacturer's standard 50 year Transferable Product Warranty against manufacturing defects, cracking, rot or delaminating and termite resistance. Provide Fry Reglet F, Channel and X Moldings where indicated; clear anodized finish for use with siding materials.

O. Building wrap over wall sheathing: asphalt-saturated Kraft, Grade D breather type material meeting Fed-Spec VU-B-790am Type I, Grade D, Style 2. Provide 1 layer behind siding/brick; 2 layers behind stucco; stone. P. Sill Sealer: glass fiber insulation, nominal one inch thickness compressible to 1/32 inch in width of framing members with attached waterproofing, Protecto- Wrap Triple Guard.



PART 3 - EXECUTION 3.01 GENERAL

A. Framing Practices: Framing dimensions, details and layouts shall be as indicated on the Drawings and shall be in accordance with applicable codes and ordinances and shall comply with National Lumber Manufacturer's Association "Manual for House Framing" minimum standard.

B. Install all wood nailers, blocking, furring, etc., making proper provision for

work of other trades. Do all cutting of wood required to accommodate plumbing, heating and ventilating, electrical and other trades. Fit neatly around all exposed items, such as outlet boxes, conduit, pipes and ducts.

3.02 FRAMING

A. Framing, sizes, spacing, connections, etc., shall be as indicated on the Drawings; shall be in accordance with applicable codes and ordinances; and recommendations specified in Wood Construction Manuals as prepared by National Lumber Manufacturer's Association.

B. Plates, stud members and headers:

1. Provide single bottom plate and double top plates for partitions; top plate splices to occur over studs.

2. Provide studs in continuous lengths without splices. 3. End nail studs to lower top plate and bottom plate. 4. Overlap double top plate full width at corners and intersections. Splices

as required in double plate members shall be off-set 3'-0" minimum. Face nail upper top plate to lower top plate.

5. Provide three (3) stringers for all wood stairs; treads glued and screwed

to stringers. 6. Secure bottom plate to structure with anchor bolts, metal embed anchors

or other approved methods, spacing not to exceed code allowable spacings. Sill plate provided with sealant bead at exterior face between sill and concrete.

7. Triple studs at corners and partition intersections, minimum of double

studs beneath all beam bearing conditions, unless noted differently on structural drawings.

8. Locate extra joist or truss directly below stud walls for partition running



parallel with joists or truss when wall length exceeds 40 percent of joist or truss length.

9. Frame openings for load bearing partitions as follows (unless engineered

components are used):

a. Openings less that 4'0": Single stud, single jack stud each side of opening and headers.

b. Openings over 4'0": Single stud, double jack stud each side of

opening and headers.

10. Frame openings for non-load bearing partitions with single stud, single jack stud each side of opening and headers.

11. Refer to plans for wall sheathing bracing requirements.

C. Joists/Rafters

1. Install with crown edge up. Support ends of each member minimum 1-

1/2" of bearing on wood or steel, 3" on concrete. Lap members framing from opposite sides of beams, girders or partitions minimum 4" or tie opposing members by toenailing or metal connectors.

2. Cut rafters to set on exterior wall plates. Shim and toenail to plate.

Provide truss anchors for roof trusses connected to top plates. Place rafters directly opposite each other at ridge and nail to ridge member. Provide bridging at third points.

D. Bridging and blocking:

1. Install bridging as required with ends of bridging secured in place after

subflooring or roof sheathing has been laid and partition framing has been installed.

2. Install wood blocking as necessary for application of siding, soffits,

trim, grab bars, towel rods, all strike and deadbolt lock plates at entry doors, etc., and as required for fire stopping. Blocking accurately cut and fit between members, solid (filled) tight to framing, securely anchored thereto.

3.03 WOOD STRUCTURAL PANEL SHEATHING

A. Install panels with face grain perpendicular to supports in accordance with standards of the APA - The Engineered Wood Association. End joints shall occur over supports with end joints staggered. Provide 1/8" gap at side and end joints



with nailing 3/8" from edges. Edges not over framing member shall be supported by edge clips or blocking at roof sheathing. Materials secured with 8d common nails spaced per APA requirements or as indicated on structural drawings, staples not permitted. Floor sheathing glued and nailed, installer to inspect for levelness, shim and adjust as required - full contact required to framing. Install underlayment and sheathing to meet requirements of TCA Handbook Detail F142 for a suspended floor substrate beneath ceramic tile flooring.

3.04 WALL SHEATHING

A. Prior to installation of sheathing, inspect framing for any conditions which may interfere with installation. Provide blocking where required so that all vertical joints are centered over framing members. Sheathing installed with galvanized nail fasteners spaced at 12" o.c. throughout panel with fasteners at 6" o.c. at edge conditions, unless structural drawings indicate otherwise. Staples not permitted. Install panels tight over gaps or openings present and sheathing extending over sill plates. Where band-joist lumber shrinkage is anticipated, secure sheathing only to top plate of band joist area. Provide necessary shims as may be required for proper installation of doors and windows. Refer to structural plans for additional requirements.

3.05 WOOD TRIM

A. Install exterior trim materials in longest lengths practicable. Provide one piece for locations requiring pieces less than 12'0"; for locations requiring pieces longer than 12'0", multiple pieces may be used providing no single piece is less than 4'0" long. Miter trim splices to shed water for vertical trim; plain miter for fascia splices. Terminate fascia board ends on solid backing. Use 8d non-staining box, casing, or siding nails at 16" o.c. doubled at doors and windows; 2'0" o.c. doubled at vertical trim and fascias.

3.06 BUILDING WRAP

A. Provide 1 layer of building wrap to all wall sheathing areas, 2 layers at stucco and stone, install per manufacturer’s instructions, weather lapping edges and ends minimum 4 inches, extend around corner minimum 8 inches.

3.07 SIDING

A. Materials installed in accordance with manufacturer's recommendations and instructions using "Top Nailing" method. Materials secured with galvanized self-drilling screws with neoprene washers with length as required for embedment into studs. Materials installed with all joints aligned; and lapped in a consistent fashion, secured tightly. Areas where siding edges are exposed such as around window and door trim, utility boxes, pipes, provided with S4S ¾ x 1 ½ wood trim. Materials



upon completion shall be level, plumb and true to alignment throughout entire wall area. Use as large a section of siding as possible, cut-offs not permitted.

END OF SECTION

Madera Marketplace Sahaurita, Arizona


SECTION 06150 WOOD TRUSSES

PART 1 - GENERAL 1.01 DESIGN CRITERIA

A. Comply with requirements of applicable codes and ordinances. B. Grading Rules: Western Wood Products Association, or approved equal

authority. C. Truss Design: The design and fabrication criteria of all wood trusses shall

meet with the latest edition and revisions of the "National Design Specifications for Stress-Grade Lumber and Its Fastenings" by National Forest Products; "Timber Construction Standards" by AITC; and "Design Specifications for Light Metal Place Connected Wood Trusses" by Truss Plate Institute. Sizes of wood members: ASFL PS 20-20. Truss design, connections and bracing to conform to Building Code requirements.

D. Standard of Quality: Trusses manufactured by "Gang Nail" or equivalent:

1. All truss designs shall bear the name, seal and registration number of

the Specialty Engineer, a licensed professional engineer registered in the State in which the project is located. Truss designs shall contain the following data:

a. Design load criteria and fabrication data. b. Lumber specifications. c. Design loadings, including plan of truss layout showing

locations and weights of all roof mounted or truss supported equipment coordinated with mechanical and electrical contractors, and allowable unit stress increase, if any.

d. Pitch, span and spacing of trusses, camber if any. e. Size and location of all connector plates. f. Truss supports. g. Permanent bracing and/or bridging. h. Handling and erection details/instructions. i. Computer printouts shall follow Item 4 under "Structural

Submittals" in FBPE Rule 21H.



2. Four (4) copies of each truss design and/or shop drawings shall be

submitted to the Architect and Structural Engineer for review prior to the fabrication of any components.

1.02 STORAGE

A. If site storage is necessary prior to erection, store trusses in a vertical position and protect from weather. Handle trusses in a manner recommended by manufacturer to avoid any damage.

PART 2 - PRODUCTS 2.01 MATERIALS

A. Materials for wood trusses shall comply with design requirements based on requirements listed in Part I of this Section and governing codes and agencies.

B. All lumber used for truss members shall conform to the published stress

ratings for the species and grades as set out in the official grading rules of the appropriate lumber associations or governing agencies or codes.

C. All truss connectors shall be manufactured only from prime commercial

quality galvanized sheet metal not less than 20-gauge thickness which has a minimum yield of 33,000 psi and a minimum ultimate tensile strength of 48,000 psi. The corrosion resistant coating shall be 1.25 oz. per square foot commercial class hot dipped galvanized. Each plate shall bear the stamped name of its manufacturer which shall be the same as the company furnishing the approved truss engineering designs.

2.02 FABRICATION

A. Fabricate wood trusses in accordance with drawings and specifications and design criteria specified.

B. All trusses and other roof structural components shall be fabricated in a

properly equipped manufacturing facility of a permanent nature. All truss members shall be accurately cut to length, angle and be true to line to assure tight joints for finished truss and be sloped to drain to exterior of the building.

PART 3 - EXECUTION 3.01 ERECTIONS

A. Erect wood trusses in accordance with specifications and approved shop drawings.

B. Proper erection bracing shall be installed to hold the trusses true, plumb and in



safe condition. Field erection of the trusses, including items such as proper handling, safety precautions, temporary bracing to prevent toppling during erection, and any other safeguards or procedures consistent with good workmanship and good building erection practices, shall be the responsibility of the erection Contractor. The carrying capacity of any one truss shall not be exceeded during the construction period. Anchoring devices for securing wood trusses to supporting members shall be of strength to withstand design load requirements of governing codes or authorities having jurisdiction over the project.

C. Brace and protect the work of other trades as required. Fasten roof trusses to

supporting structure with hurricane straps and other fasteners required by Code.

D. Do not overload any trusses during the construction sequencing of the project.

END OF SECTION


07210-1 Robert W. Kelly Architect, Inc.

SECTION 07210 BUILDING INSULATION

PART 1 – GENERAL

1.01 STORAGE AND HANDLING:

A. Store insulation materials in weathertight enclosure. B. Protect insulation from damage from handling, weather and construction

operations before, during, and after installation.

1.02 APPLICABLE PUBLICATIONS:

A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by basic designation only.

B. Federal Specifications (Fed. Spec.)

................................................C665-98 Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing

PART 2 – PRODUCTS

2.01 INSULATION – GENERAL: A. Where thermal resistance ("R" value) is specified or shown for insulation, the

thickness shown on the drawings is nominal. Use only insulation with actual thickness that is not less than that required to provide the thermal resistance specified.

B. Where "R" value is not specified for insulation, use the thickness shown on

the drawings. C. Where more than one type of insulation is specified, the type of insulation for

each use is optional, except use only one type of insulation in any particular area.

2.02 EXTERIOR FRAMING OR FURRING INSULATION:

A. Batt or Blanket: Optional. B. Mineral Fiber: ASTM C665, Type II, Class C, Category I where framing is

faced with gypsum board.



C. Mineral Fiber: ASTM C665, Type III, Class A where framing is not faced

with gypsum board.

2.03 FASTENERS: A. Staples or Nails: Fed. Spec. F-N-105, zinc-coated, size and type best suited

for purpose. B. Screws: ASTM C954 or C1002, size and length best suited for purpose with

washer not less than 50 mm (two inches) in diameter.

C. Impaling Pins: Steel pins with head not less than 50 mm (two inches) in diameter with adhesive for anchorage to substrait. Provide impaling pins of length to extend beyond insulation and retain cap washer when washer is placed on the pin.

2.04 TAPE: A. Pressure sensitive adhesive on one face. B. Perm rating of not more than 0.50.

PART 3 - EXECUTION

3.01 INSTALLATION – GENERAL

A. Install insulation with the vapor barrier facing the heated side, unless specified

otherwise. B. Install batt or blanket insulation with tight joints and filling framing void

completely. Seal cuts, tears, and unlapped joints with tape. C. Fit insulation tight against adjoining construction and penetrations, unless

specified otherwise.

3.02 EXTERIOR FRAMING OR FURRING INSULATION: A. Place insulation around door frames and windows and in building expansion

joints, door soffits and other voids fully without overcompacting. Place behind outlets, around pipes, ducts, and services encased in walls fully without overcompacting. Open voids are not permitted. Hold insulation in place with pressure sensitive tape.



B. Lap flanges together over face of framing for continuous surface. Seal all penetrations through insulation.

C. Fasten insulation between metal studs or framing and exterior wall furring by

continuous pressure sensitive tape along flanged edges. D. Fasten insulation between wood studs or framing with nails or staples through

flanged edges on face of stud. Space fastenings not more than six inches apart.

- - - E N D - - -



SECTION 07314 STONE COATED METAL ROOF TILE

PART 1 - GENERAL

1.1 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of

individual components and profiles, finishes, fasteners, accessories, and manufacturers written installation instructions.

B. Samples for Initial Selection: Manufacturer's color charts and samples consisting of units or sections of units showing full range of colors, textures, and patterns available for each type Tile indicated.

1.2 DELIVERY, STORAGE, AND HANDLING A. Store and handle roofing materials to ensure dryness. Store in dry, well-ventilated,

weather tight place. Protect from corrosion, staining and traffic and wind damage. Store rolls of felt and other sheet materials on end on pallets or another raised surface.

1.3 WARRANTY A. Manufacturing Warranty: Written, transferable, limited warranty provided by

manufacturer, covering manufacturing defects/excessive granule loss. Refer to warranty for specifics. 1. Warranty Period: 50 years from date of Substantial Completion. 2. Wind Warranty: 120 mph winds, full warranty period. 3. Hail Penetration: full warranty period.

PART 2 - PRODUCTS

2.1 MANUFACTURER A. Equal to DECRA Roofing Systems, Inc., 1230 Railroad Street, Corona, CA 92882 (951-

272-8180), (951-272-4476 FAX); www.decra.com.

2.2 MATERIALS A. Metal Tile: Equal to interlocking panels resembling traditional roofing tile as

manufactured by DECRA Roofing Systems, Inc., 1230 Railroad Street, Corona, CA 92882 (951-272-8180), (951-272-4476 FAX); www.decra.com. 1. Material: Rolled and pressure formed, Aluminum-Zinc Alloy Coated Steel with

seven individual tile pans. 2. Finish: Ceramic coated colored stone chip finish. 3. Thickness: 26 Gauge, .0179 inches 4. Size: 16-1/2” wide by 52” 5. Exposure: 14-1/2” wide by 50” 6. Weight: 150 pounds per square. 7. Color: As selected by Architect from manufacturer’s standard range.

B. Flashing (Use of lead or copper or their alloys is prohibited): 1. Valley: Aluminum-Zinc Alloy Coated Steel sheet, 26 Gauge, .0179 inches ASTM

A792/A792M. 2. Side Flashing (Where required): Tile manufacturer’s standard side flashing,

aluminum-zinc alloy coated steel sheet, 26 gauge, .0179 inches. pressure formed to



flash vertical roof surface transitions. Finish: ceramic coated, colored stone chip finish to match roofing material.

3. Roof to Wall Flashing(Where required): Aluminum-zinc alloy coated steel sheet, 26 gauge, .0179 inches. Pressure formed to flash vertical roof surface transitions. Finish: Match color to exterior finish.

4. Pipe Jack Flashing: 26 Gauge, .0179 inches galvanized or aluminum-zinc alloy coated steel, clean, prime and paint to match roof material.

5. Underpans – Manufacturer’s standard tile: Aluminum-zinc alloy coated steel sheet, 26 Gauge, .0179 inches. Pressure formed to counterflash roof penetrations matching tile material profile.

C. Hip & Ridge: Tile hip & ridge, barrel-shaped, covers for fascias, drips, rakes and other trim required, matching tile material, color, and finish. 1. Hips / Ridges and Rakes: Tile manufacturer’s standard pre-formed tile hip & ridge,

aluminum-zinc alloy coated steel sheet, 26 gauge, .0179 inches. Pressure formed to match roofing material, color, and finish to be applied along hips, ridges and rakes.

2. Screws: Minimum No. 8, of sufficient length to penetrate substrate 1/2 inch minimum, color coordinated to match panels.

2.3 ACCESSORIES A. Timber Battens (Copper treated wood is prohibited): Nominal 2 by 2 inch standard grade.

1. Fasteners: Nails: Box: Minimum 16d smooth, 3-1/4 inch long. OR

A. Steel Battens: Minimum 20 Gauge, ASTM A 653 galvanized steel, hat channels. 2. Fasteners: Screws: No. 8, 2 inch long, hot dip galvanized.

B. Sheet Metal Materials: Aluminum-Zinc Alloy Coated Steel sheet: ASTM A 792/A 792M, Class AZ50 coating designation; minimum Grade 37.

C. Felt Underlayment: ASTM D 226, Type I, No. 15 or ASTM D 226, Type II, No. 30, non-perforated, asphalt-saturated organic felt.

D. [Perimeter Underlayment: ASTM D 1970; self-adhering, polymer-modified, bituminous sheet underlayment; 40 mils thick. Provide primer when recommended by underlayment manufacturer.]

E. Sealant: One-part elastomeric polyurethane, sealant as recommended in writing by panel manufacturer. Where sealant will be exposed, provide in color to match panels. 1. Standard: ASTM C920-86.

F. Fasteners: Corrosion resistant screws or nails. 1. Screws: Minimum No. 8, of sufficient length to penetrate substrate 1/2 inch

minimum, color coordinated to match panels.

PART 3 - EXECUTION

3.1 EXAMINATION A. Examine substrate and conditions for compliance with requirements for maximum

moisture content, soundness of framing, and other conditions affecting performance of manufacturer’s metal roofing. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION A. Clean substrate of any projections and substances detrimental to metal panel roofing.

Cover knotholes or other minor voids in substrate with sheet metal flashing secured with roofing nails.



B. Inspect and verify roof framing spacing and installation is straight, true and ready for installation of battens and roof panels.

C. Coordinate installation of metal panels with flashing and other adjoining work to ensure proper sequencing. Do not install roofing until vent stacks and other penetrations through roofing have been installed, are securely fastened and flashing is in place.

D. Inspect and verify exterior stucco and EIFS wall enclosures are completed.

3.3 INSTALLATION A. General: Comply with manufacturer’s written instructions for products and applications

indicated, unless more stringent requirements apply. B. Battens: Install 2 by 2 inch battens perpendicular to roof rafters/trusses at 14-1/2 inch

centers for DECRA Tile. Stagger batten ends. 1. Fasten counter battens and battens with 16d box nails in accordance with

manufacturer’s written instructions. C. Valleys: Install in accordance with manufacturer’s instructions with minimum 6 inch

overlap in direction of flow. D. Flashing: Install as indicated on approved submittals and in accordance with

manufacturer’s written instructions. E. Tile Panels: Install tile, accessories, flashing, and hip & ridge level and plumb. Use

fasteners per above specifications. 1. Install each tile panel with alternating courses staggered in accordance with

manufacturer’s instructions. 2. Fasten each panel with minimum 4 fasteners horizontally along nosing of each

panel; two at overlaps, and two at other intermediate points. Review manufacturer’s instructions for fastener placement.

F. Cut panels into each side of valleys in accordance with manufacturer’s instructions straight and true to line of valley.

G. Hip & Ridge: Install barrel hip & ridge along hips, ridges and rakes as indicated on approved submittals and in accordance with manufacturer’s written instructions. Bend and fold exposed ends of hips ridges and neatly, cap with end cap or piece of similar material.

3.4 CLEANING AND PROTECTION A. Damaged Units: Replace panels and other components of work that have been dented

damaged or have deteriorated beyond successful repair by finish touchup with acrylic coating and stone chip granules.

B. Cleaning: After completing installation, remove any debris from roof. C. Foot Traffic: Directly over 2 x 2 battens to prevent denting of panels. Walk in tile pans.

END OF SECTION



SECTION 07482

EXTERIOR SHEATHING

PART 1 – GENERAL 1.01 DELIVERING, STORAGE, HANDLING A. Delivery: Deliver materials to the job site in manufacturer’s original

packaging, containers and bundles with manufacturer’s brand name and identification intact and legible.

B. Storage and handling: Store level and handle materials to protect against con

tact with damp and wet surfaces, exposure to weather, breakage and damage to edges. Provide air circulation under covering and around stacks of materials.

1.02 LIMITATION A. Direct cascading roof/floor water away from the sheathing until appropriate

drainage is installed. B. Avoid conditions that will create moisture in the air and condensation on the

exterior walls during periods when the exterior temperature is lower than the interior.

C. Install gypsum sheathing with fasteners, sealants and control joints per

system specifications. Properly flash and seal openings and penetrations. D. Do not use gypsum sheathing as a base for nailing or mechanical

fastening. Drive fasteners flush to the face of the board, not counter sunk. PART 2 – PRODUCTS 2.01 GYPSUM SHEATHING BOARD A. Acceptable products:

1. Equal to 1/2" DensGlass Gold Exterior Sheathing

B. Characteristics:

1. DensGlass Gold Exterior Sheathing: 1/2" (12.7mm) thick by 4' by 8', 9' or 10' (1.9 lb. per square foot).

2. Composition: Gypsum sheathing manufactured in accordance with



ASTM C 1177 with glass mats both sides and long edges, water- resistant treated core.

3. Fire resistance:

1. Noncombustible when tested in accordance with ASTM E 136.

ii 1/2" or 5/8" DensGlass Gold Exterior Sheathing: Flame spread 10, smoke developed 0, when tested in accordance with ASTM E 84.

2.02 PLYWOOD SHEATHING A. APA rated plywood, !/2” thick Exposure 1 or Exterior; panel grade CD or

better. 2.02 BUILDING PAPER A. If required by local building code, #15, nonperforated, asphalt saturated felt

complying with ASTM D 226, Type 1 or equivalent building wraps. 2.03 ACCESSORIES A. Screws, metal framing: 1. Bugle head, self-tapping, rust-resistant, fine thread for heavy-steel gauge. 2. Bugle head, rust-resistant sharp point, fine thread for light-gauge metal framing or furring. PART 3 – EXECUTION 3.01 PREPARATION Examine subframing; verify that surface of framing and furring members to receive sheathing does not vary more than 1/4" from the placement of faces of adjacent members. 3.02 GYPSUM SHEATHING A. Provide DensGlass Gold Exterior Sheathing over metal wall studs and soffit

joists throughout project except where plywood sheathing is indicated for signage at signband. Install sheathing in accordance with manufacturer’s instructions and applicable instructions in GA-253 and ASTM C 1280.

B. Install DensGlass Gold Exterior Sheathing with gold side out.



C. Use maximum lengths possible to minimize number of joints. D. Metal framing: Attach DensGlass Gold Exterior Sheathing to metal framing

with screws spaced 8" o. c. at perimeter where there are framing supports; and 8" o. c. along intermediate framing in field.

F. Drive fasteners to bear tight against and flush with surface of sheathing.

Do not countersink. G. Locate fasteners minimum 3/8" from edges and ends of sheathing panels. H. Weather-resistant barrier: As required by code, otherwise provide

synthetic fiberwrap such as Tyvek® Commercial Wrap at exterior face of

gypsum sheathing at walls and soffits. 3.03 PLYWOOD SHEATHING A. Install plywood sheathing at signband where indicated, with edges 3 mm (1/8

inch) apart and screwed to studs 3/8” from edges and 8” on center vertically at studs.

Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com

END


07525-1 Robert W. Kelly Architect, Inc

SECTION 07525

MODIFIED BITUMEN ROOFING PART 1 GENERAL 1.01 REFERENCES: A. ANSI/ASTM D41 - Asphalt Primer Used in Roofing, Dampproofing and Waterproofing. B. ANSI/ASTM D146 - Sampling and Testing of Bitumen-Saturated Felts and Woven Fabrics for Roofing and Waterproofing. C. ANSI/ASTM D312 - Asphalt Used in Roofing. D. ANSI/ASTM D2178 - Asphalt Impregnated Glass (Felt) Mat Used in Roofing and Waterproofing. E. ANSI/ASTM D4601 - Asphalt-Coated Glass Fiber Base Sheet Used in Roofing. F. Factory Mutual (FM) Engineering Corporation - Roof Assembly Classifications. G. FS HH-I-1972 - Insulation Board, Thermal (Polyurethane, Phenolic, and Polyisocyanurate). H. National Roofing Contractors Association (NRCA) - Roofing and Waterproofing Manual. I. Underwriters Laboratories (UL) - Fire Hazard Classifications. 1.02 QUALIFICATIONS: A. Manufacturer: Company to have domestically manufactured roofing products specified for a period of not less than fifteen years. B. Applicator: Company specializing in roofing and approved by the roofing membrane manufacturer to construct and repair the manufacturer's guaranteed roofing systems. 1.03 REGULATORY REQUIREMENTS: A. Conform to applicable code for roof assembly fire hazard requirements. B. Underwriters Laboratories, Inc. (UL): Class Fire Hazard Classification. C. Factory Mutual Engineering Corporation (FM): Roof Assembly Classification, of



Class 1 Construction, wind uplift requirement of I-90, in accordance with FM Construction Bulletin 1-29. 1.04 SUBMITTALS

A. Shop Drawings: Indicate setting plan for tapered insulation.

B. Product Data: Provide manufacturer's standard information on membrane and Bitumen materials, base flashing materials, insulation, and other roofing materials.

C. Samples: Submit two samples, 3 x 4 inch in size illustrating manufacturer's standard colors of granular surfaced sheet materials. D. Manufacturer's Installation Instructions. F. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

G. Roofing contractor must enclose a letter from roofing manufacturer’s Corporate Technical Services Department, the contractor has been approved for the five years and is in good standing with the manufacturer. The Contractor must be approved to install Twenty Year NDL Guarantees.

1.05 PRE-INSTALLATION CONFERENCE: A. Convene prior to commencing work of this Section. Meet at project site with Installer, roofing manufacturer, installers of related work, Architect, and Owner. B. Review installation procedures and coordination required with related Work. 1.06 DELIVERY, STORAGE, AND HANDLING: A. Deliver products in manufacturer's original containers, dry, undamaged, seals and labels intact. B. Store products in weather protected environment, clear of ground and moisture. All waterproof tarps shall be opaque. C. Stand roll materials on end, with labels right side up. 1.07 ENVIRONMENTAL REQUIREMENTS: A. Do not apply roofing membrane during inclement weather or ambient temperatures below 40 degrees F including wind chill factor. B. Follow manufacturer's special recommendations for installations below 50



degrees F. C. Do not apply roofing membrane to damp or frozen deck surface. 1.08 WARRANTY: A. Provide ten 10 year warranty from roofing manufacturer. Warranty shall cover leaks

which result from either material or workmanship defects, shall not be subject to a deductible and shall not be pro-rated. Warranty coverage shall include repairs to the roofing system to the extent necessary to return the roofing system to a watertight condition. As an alternate be able to provide fifteen 15 year warranty from roofing manufacturer. Warranty shall cover leaks which result from either material or workmanship defects, shall not be subject to a deductible, and shall not be pro-rated. Warranty coverage shall include repairs to the roofing system to the extent necessary to return the roofing system to its original design condition and must include the Roof insulation.

B. Installer to provide standard two-year workmanship warranty. PART 2 PRODUCTS 2.01 MANUFACTURERS - SHEET AND BITUMEN MATERIALS: A. Equal to TAMKO Asphalt Products Spec 202 FR AWAPLAN 170 FR. 2.02 REINFORCING PLY SHEET MATERIALS: A. General Requirements: 1. Reinforcing ply materials shall be compatible with roofing membrane and produced by the same manufacturer. 2. Any of the reinforcing plies listed below are acceptable. If more than one are listed, Installer shall have the option of determining which to use. B. TAMKO "TAM-PLY IV", U.L. Type G1 B/U Label, ASTM D-2178, Type IV, asphalt impregnated glass fiber mat. 2.03 ROOFING MEMBRANE MATERIALS: A. TAMKO "AWAPLAN 170 FR", U.L. B/U Label, 180 grams/square meter polyester mat, SBS modified asphalt-coated, 145 mils thick, surfaced with ceramic granules, 96 lbs./1 square roll minimum. Color shall be selected by Architect from manufacturer's standard colors. Modified bitumen sheet to comply with the following performance requirements:



1. Strain Energy (ASTM D2523 or NBSIR 86-3418): Minimum of 20 lbf in/in at 0 degrees F. 2. Elongation (ASTM D2523): Minimum of 25 percent at 0 degrees F, 2 inches per minute jaw speed.

3. Pliability (ASTM D146): No failures at 0 degrees F. 4. Tear Resistance (ASTM D4073): Minimum of 30 lbf. 5. Dimensional Stability (ASTM D1204): +/- 1 percent maximum. 6. Moisture Content (ASTM D95): Maximum 0.5 percent by mass.

2.04 BITUMINOUS MATERIALS: A. Asphalt Bitumens: ASTM D-312, Type III, 185-205 degrees F softening point. B. Asphalt Primer: TAM-PRO No.813 QUICK-DRY PRIMER ASTM D-41, FS SS-A-701. C. Flashing Cement: TAM-PRO Q-15 Flashing Cement ASTM D-4586. 2.05 INSULATION: A. General Requirements: 1. Insulation types and manufacturers shall be accepted by roofing material manufacturer. 2. Insulation shall be approved by Factory Mutual and Underwriters Laboratories for use as a roofing insulation. 3. Any of the insulations listed below are acceptable. If more than one are listed, Installer shall have the option of determining which to use. 4. Minimum five-year aged R-Value of Insulation Only: R-19.01. 5. Minimum Thickness: 3.55 inches.

A. Base Sheet: TAMKO Type 43 Coated Base Sheet

1. Polyisocyanurate:

a. FS HH-I-1972, RIC/TIMA Standard Specification for Polyurethane and Polyisocyanurate Roof Insulation.



b. Minimum Thickness: 2.8 inches

B. Second Layer:

1. Perlite:

a. FS HH-I-529, ASTM C-728. b. Minimum Thickness: ¾ inches.

2.06 BASE FLASHINGS: A. General Requirements: 1. Base flashing materials shall be compatible with roofing membrane and produced by the same manufacturer. 2. Any of the base flashings listed below are acceptable. If more than one are listed, Installer shall have the option of determining which to use. B. TAMKO "AWAPLAN 170 FR", U.L. B/U Label, 180 grams/square meter polyester mat, SBS modified asphalt-coated, 145 mils thick, surfaced with ceramic granules, 96 lbs. /1 square roll minimum. 2.07 CANTS: A. Fiber Cant and Tapered Edge Strips: Asphalt impregnated wood fiberboard, preformed to 45 degree angle. Do not use with heat welding application of base flashings. 2.08 ROOF WALKWAYS: A. General Requirements: 1. Roof walkway materials shall be compatible with roofing membrane and produced by the same manufacturer. 2. Any of the roof walkways listed below are acceptable. If more than one are listed, Installer shall have the option of determining which to use. B. TAMKO "AWAPLAN PREMIUM", U.L. B/U Label, 250 grams/square meter polyester mat, SBS modified asphalt-coated, ceramic granular-surfaced, 155 mils thick. Color shall be selected by Architect from manufacturer's standard colors.



2.09 ACCESSORIES: A. Roofing Nails: Galvanized or non-ferrous type, size as required to suit application. B. Roof Insulation Fasteners: Appropriate for purpose intended and approved by both Factory Mutual and insulation manufacturer, length required for thickness of material. C. Base Sheet Fasteners: Appropriate for purpose intended, approved by Factory Mutual for type of nailable deck. PART 3 EXECUTION 3.01 GENERAL: A. Install in accordance with the approved roofing manufacturer's written specifications and recommended details. B. All components of the roofing system shall be dry when installed. All materials which become wet shall be removed before the end of the day. C. Install roofing system and all accessory items in strict accordance with the roofing manufacturer's printed recommendations current at date of bidding documents. In the event that these specifications conflict with the manufacturer's printed recommendations, the manufacturer's recommendations take precedence. 3.02 EXAMINATION: A. Verify that surfaces and site conditions are ready to receive work. B. Verify deck is supported and secured. C. Verify deck is clean and smooth, free of depressions, waves, or projections, and properly sloped. D. Verify deck surfaces are dry and free of snow or ice. E. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, and cant strips, nailing strips, and reglets are in place. F. For slopes greater than 3/4 inch per foot, verify horizontally installed nailers for insulation and base ply attachment, placed in accordance with the recommendations of the insulation manufacturer. 3.03 INSULATION APPLICATION (ONE LAYER)



A. Mechanically fasten first layer of insulation to deck. Place fasteners per FM or UL requirements. Embed the additional layers of insulation into a flood coat mopping of hot bitumen in accordance with insulation manufacturer's instructions. Lay additional layers of insulation with joints staggered from first layer. B. Lay insulation boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof. C. Apply no more insulation than can be sealed with membrane in same day. D. Tapered Insulation: 1. Minimum slope requirement: 1/2 inch per foot. 2. Lay tapered boards for a distance of 18 inches back from roof drains for positive drainage. 3. The following layer of insulation shall be tapered: a. Installer's option. E. Place first layer of insulation perpendicular to deck flutes with edges over flute surface for bearing support. 3.04 REINFORCING PLY APPLICATION FOR SLOPES UP TO AND INCLUDING 3/4 INCH PER FOOT:

A. Install 2 plies of asphalt impregnated glass fiber felt in solid moppings of specification asphalt. Starting at the low point of the roof, install a 20 11/16 inch width, then a full 36 inch width, and follow with full 39 5/8 inch widths, shingle fashion, lapping each ply 20 11/16 inches, in such a manner that at least 2 plies cover the insulation at any one point. Install at right angles to the slope of the roof. Apply bitumen at 23 lbs/square (+/- 15 percent). 3.05 MEMBRANE APPLICATION FOR SLOPES UP TO AND INCLUDING 3/4 INCH PER FOOT: A. Starting at the low point of the roof, solidly adhere (press into hot asphalt) one ply of membrane roofing material, side lap 4 inches and end lap 6 inches in solid mopping of specification asphalt. Install at right angles to the slope of the roof. Apply bitumen at 23 lbs/square (+/- 15 percent) and not less than 400 degrees F at point of application. Do not mop more than 4 feet in front of roll. Factory Splices: Factory splices should be covered with a full width piece of modified asphalt sheet roofing material that extends at least 6 inches on both sides of the splice.



B. Apply membrane without wrinkles or tears, free from air pockets. C. Extend membrane up cant strips and minimum of 2 inches onto vertical surfaces. D. At the end of each day install water cut-off consisting of two plies of felts or one ply of coated base sheet installed in moppings of asphalt extending onto the deck a minimum of 6 inches. Cover all exposed edges of insulation. Completely remove cut-off before resuming roofing. E. Seal membrane around roof penetrations. 3.06 FLASHINGS AND ACCESSORIES: A. Apply membrane base flashings to seal membrane to vertical elements. Extend a minimum of 6 inches onto field of roof surface and a minimum of 8 inches up vertical surface being flashed. Extend full height of parapet where indicated and to beneath parapet. Secure top edge at 8 inches on center. B. Coordinate installation of roof drains, sumps, and related flashings. C. Seal all flashings and flanges of items penetrating membrane. 3.07 WALKWAYS APPLICATION: A. Remove selvedge portion of walkway material before installation. B. Install roof walkways in full mopping of specification asphalt at not less than 400 degrees F at point of application. C. Install roof walkways prior to installation of final surfacing. 3.08 FIELD QUALITY CONTROL: A. Correct identified defects or irregularities. 3.09 CLEANING: A. In areas where adjacent finished surfaces are soiled by work of this Section, consult manufacturer of surfaces for cleaning advice and conform to their documented instructions. B. Repair or replace defaced or disfigured finishes caused by work of this Section. 3.10 PROTECTION: A. Protect building surfaces against damage from roofing work.



B. Where traffic must continue over finished roof membrane, protect surfaces.

- - -END- - -



SECTION 07600 FLASHING AND SHEET METAL

PART 1 – GENERAL

1.01 RELATED SECTIONS A. Refer to Section, Modified Bitumen Roofing. Coordinate flashing and sheet metal

work interfacing with roofing. Flashing and sheet metal work shall be incorporated with NDL roofing warranty.

1.02 APPLICABLE PUBLICATIONS

A. The publications listed below for a part of this specification to the extend

referenced. The publications are referenced in the text by the basic designation only.

B. American Society for Testing and Materials (ASTM):

D173-97 .................................Bitumen-Saturated Cotton Fabrics Used in Roofing and Waterproofing

A653/A653M-02....................Steel Sheet Zinc-Coated (Galvanized) or Zinc Alloy Coated (Galvanized) by the Hot- Dip Process

B32-00....................................Solder Metal D4586-00 ...............................Asphalt Roof Cement, Asbestos Free

C. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): Architectural Sheet Metal Manual (Fifth Edition, 1993).

D. National Association of Architectural Metal Manufacturers (NAAMM):

AMP 500 Series .....................Metal Finishes Manual

E. American Architectural Manufacturers Association (AAMA): 605-98 ....................................Voluntary Specification for High Performance Organic

Coatings on Architectural Extrusions Panels

F. Federal Specification (Fed. Spec): A-A-1925A ............................Shield, Expansion; (Nail Anchors) UU-B-790A............................Building Paper, Vegetable Fiber

PART 2 – PRODUCTS

2.01 MATERIALS A. Solder: ASTM B32; flux type and alloy composition as required for use with

metals to be soldered.



B. Sheet metal: Galvanized, zinc grip-paint grip sheet ASTM, A653. C. Rosin Paper: Fed-Spec. UU-B-790, Type I, Grade D, Style 1b, Rosin-sized

sheathing paper, weighing approximately 3 Kg/10 m²( 6 lbs/100 sf). D. Bituminous Paint: ASTM D1187, Type I. E. Fasteners:

1. Use galvanized steel or stainless steel for galvanized steel. 2. Nails: Length to provide not less than 7/8 inch penetration into anchorage.

3. Rivets: Not less than 3 1/8 inch diameter. 4. Expansion Shields: Fed. Spec. A-A-1925A.

F. Elastomeric membrane flashing and adhesive: Compatible with roofing membrane system.

G. Sealant: As specified in Section, Sealants and Caulking for exterior locations. H. Roof Cement: ASTM D4586.

2.02 SHEET METAL THICKNESS A. Except as otherwise shown or specified use 24 gauge thickness of sheet metal .

2.03 FABRICATION, GENERAL A. Jointing:

1. Flat-lock joints shall finish not less than 3/4 inch wide. 2. Lap joints subject to stress shall finish not less than one inch wide and

shall be soldered and riveted. 3. Unsoldered lap joints shall finish not less than 4 inches wide. 4. Flat and lap joints shall be made in direction of flow. 5. Edges of nonreinforced elastomeric sheeting shall be jointed by lapping

not less than 4 inches in the direction of flow and cementing with asphalt roof cement or sealant as required by the manufacturer's printed instructions.

6. Soldering:



a. Treat in accordance with metal producers recommendations other

sheet metal required to be soldered. b. Completely remove acid and flux after soldering is completed.

B. Expansion and Contraction Joints:

1. Fabricate in accordance with the Architectural Sheet Metal Manual recommendations for expansion and contraction of sheet metal work in continuous runs.

C. Cleats:

1. Fabricate cleats to secure flashings and sheet metal work over 12 inches wide and where specified.

2. Provide cleats for maximum spacing of 12 inch centers unless specified

otherwise. 3. Form cleats of same metal and weights or thickness as the sheet metal

being installed unless specified otherwise. 4. Fabricate cleats from 2 inch wide strip. Form end with not less than 3/4

inch wide loose lock to item for anchorage. Form other end of length to receive nails free of item to be anchored and end edge to be folded over and cover nail heads.

D. Edge Strips or Continuous Cleats:

1. Fabricate continuous edge strips where shown and specified to secure loose edges of sheet metal work.

2. Use material compatible with sheet metal to be secured by the edge strip. 3. Fabricate in 24 gage 10 feet maximum lengths with not less than 3/4 inch

loose lock into metal secured by edge strip. 4. Fabricate Strips for fascia anchorage to extend below the supporting wood

construction to form a drip and to allow the flashing to be hooked over the lower edge at least 19 mm (3/4-inch).

5. Fabricate anchor edge maximum width of 3 inches or of sufficient width

to provide adequate bearing area to insure a rigid installation.

E. Drips:



1. Form drips at lower edge of 24 gage sheet metal counter-flashings (cap flashings), fascias, gravel stops, wall copings, by folding edge back 1/2 inch and bending out 45 degrees from vertical to carry water away from wall.

2. Form drip to provide hook to engage cleat or edge strip for fastening for

not less than 3/4 inch loose lock where shown.

F. Edges:

1. Finish exposed edges of flashing with a 1/4 inch hem formed by folding edge of flashing back on itself when not hooked to edge strip or cleat. Use 1/4 inch minimum penetration beyond wall face with drip for through-wall flashing exposed edge.

G. Intersecting surfaces: Where vertical surfaces intersect at angles and where horizontal surfaces intersect with vertical surfaces creating angles and crossings

of surfaces to be flashed which cannot be readily fabricated from sheet metal, provide one piece flashing from elastomeric membrane with preformed inside and outside corners and 3 way intersections made waterproof with membrane adhesive and extending up vertical walls and parapets made ready for counterflashing.

2.04 FINISH

1. Steel and Galvanized Steel: painted under Section, Painting.

2.05 BASE FLASHING

A. Use metal base flashing at vertical surfaces intersecting built-up roofing without cant strips or where shown.

B. Pipe Flashing: (Other than engine exhaust or flue stack)

1. Fabricate roof flange from 24 gage sheet metal not less than 4 inches beyond sleeve on all sides.

2. Extend sleeve up and around pipe and flange out at bottom not less than

1/2 inch and solder to flange and sleeve seam to make watertight. 3. At low pipes 8 inch to 18 inch above roof:

a. Form top of sleeve to turn down into pipe at least one inch. b. Allow for loose fit around and into pipe.



4. At high pipes and pipes with goosenecks or other obstructions which would prevent turning flashing down into pipe:

a. Extend sleeve up not less than 12 inch above roofing. b. Allow for loose fit around pipe.

2.06 COUNTERFLASHING AND CAP FLASHING A. Fabricate from 24 gage sheet metal to lap base flashing a minimum of 4 inches

with drip.

1. Form lock seams for outside corners. Allow for lap joints at ends and inside corners.

2. In general, form flashing in lengths not less than 8 feet and not more than

10 feet. 3. Two-piece, lock in type flashing may be used in lieu of one piece counter-

flashing. 4. Manufactured assemblies may be used.

B. Pipe Counterflashing:

1. Form flashing from 24 gage sheet metal for water-tight umbrella with upper portion against pipe to receive a draw band and upper edge to form "V" joint sealant receiver approximately 3/4 inch deep.

2. Fabricate 4 inch over lap at end. 3. Fabricate draw band of same metal as counter flashing. 4. Use stainless steel bolt on draw band tightening assembly. 5. Vent pipe counter flashing may be fabricated to omit draw band and turn

down one inch inside vent pipe.

2.07 COPINGS A. Fabricate from 24 gage sheets 8 to 10 feet long to profiles indicated. B. Form joints between sections with either alternate 4 or 5 as shown on plate 68,

SMACNA, unless shown otherwise. C. Fabricate corners with mitered joints, riveted and soldered



D. Fabricate ends of coping terminating at vertical building surfaces to form a slot

for the installation of sealant. E. Fabricate exterior ends of coping closures of same appearance as exterior wall

side.

2.08 SCUPPERS

A. Fabricate scuppers from 24 gage sheet metal with minimum of 4 inch wide flange.

B. Provide flange at top on through wall scupper to extend to top of base flashing. C. Fabricate exterior wall side to project not less than 1/2 inch beyond face of wall

with drip at bottom outlet edge. D. Fabricate not less than 4 inch wide flange to lap behind gravel stop fascia. E. Fabricate exterior wall flange for through wall scupper not less than one inch

wide on top and sides with edges hemmed. F. Fabricate gravel stop bar of one by one inch angle strip soldered to bottom of

scupper. G. Fabricate scupper not less than 200 mm (8 inch) wide and not less than 5 inch

high for through wall scupper. H. Solder joints watertight.

PART 3 – EXECUTION

3.01 INSTALLATION A. General:

1. Install flashing and sheet metal items as shown in Sheet Metal and Air Conditioning Contractors National Association, Inc., publication, Architectural Sheet Metal Manual, except as otherwise shown or specified.

2. Apply sealant as specified in Section, Sealants and Caulking. 3. Apply sheet metal and other flashing material to surfaces which are

smooth, sound, clean, dry and free from defects that might affect the application.



4. Remove projections which would puncture the materials and fill holes and depressions with material compatible with the substrate. Cover holes or cracks in wood wider than 1/4 inch with sheet metal compatible with the roofing and flashing material used.

5. Confine direct nailing of sheet metal to strips 12 inch or less wide. Nail

flashing along one edge only. Space nails not over 4 inches on center unless specified otherwise.

6. Install bolts, rivets, and screws where indicated, specified, or required in

accordance with the SMACNA Sheet Metal Manual. Space rivets at 3 inch on centers in two rows in a staggered position. Use neoprene washers under fastener heads when fastener head is exposed.

7. Coordinate with roofing work for the installation of metal base flashings

and other metal items having roof flanges for anchorage and watertight installation.

B. Lintel Flashing when not part of shelf angle flashing:

1. Install flashing full length of lintel 2. Turn ends up one inch and fold corners to form dam and extend end to face of wall. 3. Turn back edge up to top of lintel

C. Window Sill Flashing:

1. Install flashing to extend not less than 4 inch beyond ends of sill into vertical joint of masonry or veneer.

2. Turn back edge up to terminate under window frame. 3. Turn ends up one inch and fold corners to form dam and extend

to face of wall.

3.02 COUNTERFLASHING (CAP FLASHING) A. General:

1. Install counter flashing over and in conjunction with installation of base flashings, except as otherwise specified or shown.

B. Scuppers:



1. Install scupper with flange behind gravel stops; leave 1/4 inch joint to gravel stop.

2. Set scupper at roof water line and fasten to wood blocking. 3. Use sealant to seal joint with fascia gravel stops at ends. 4. Coordinate to lap over conductor head and to discharge water into

conductor head.

3.03 COPINGS A. General:

1. On walls topped with wood nailer, install a continuous edge strip on the front edge of the plank. Lock the coping to the edge strip with a 3/4 inch loose lock seam.

2. Where shown turn down roof side of coping and extend down over base

flashing as specified for counter-flashing. Secure counter-flashing to lock strip in coping at continuous cleat.

- - - E N D - - -



SECTION 07920 SEALANTS AND CAULKING

PART 1 – GENERAL

1.01 QUALITY CONTROL:

A. Installer Qualifications: An experienced installer who has specialized in installing joint sealants similar in material, design, and extent to those indicated for this Project and whose work has resulted in joint-sealant installations with a record of successful in-service performance.

B. Source Limitations: Obtain each type of joint sealant through one source from a

single manufacturer.

1.02 PROJECT CONDITIONS:

A. Environmental Limitations:

1. Do not proceed with installation of joint sealants under following conditions:

a. When ambient and substrate temperature conditions are outside

limits permitted by joint sealant manufacturer or are below 4.4 °C (40 °F).

b. When joint substrates are wet.

B. Joint-Width Conditions:

1. Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated.

C. Joint-Substrate Conditions:

1. Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates.

1.03 DELIVERY, HANDLING, AND STORAGE:

A. Deliver materials in manufacturers' original unopened containers, with brand names, date of manufacture, shelf life, and material designation clearly marked thereon.



B. Carefully handle and store to prevent inclusion of foreign materials. C. Do not subject to sustained temperatures exceeding 5 °C (90 °F) or less than 32

°C (40 °F).

1.04 GUARANTY:

A. Guaranty exterior sealing against leaks, adhesion, and cohesive failure, and subject to terms of GENERAL CONDITIONS, except that guaranty period shall be extended to two years.

1.05 APPLICABLE PUBLICATIONS:

A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only.

B. American Society for Testing and Materials (ASTM):

C509-00..................................Elastomeric Cellular Preformed Gasket and Sealing Material.

C612-00..................................Mineral Fiber Block and Board Thermal Insulation. C717-03..................................Standard Terminology of Building Seals and Sealants. C834-00..................................Latex Sealants. C920-02..................................Elastomeric Joint Sealants. C1193-00................................Standard Guide for Use of Joint Sealants. C1330-02................................Specification for Cylindrical Sealant Backing for Use with

Cold Liquid Applied Sealants. D1056-00 ...............................Specification for Flexible Cellular Materials—Sponge or

Expanded Rubber.

C. Sealant, Waterproofing and Restoration Institute (SWRI). The Professionals’ Guide

PART 2 - PRODUCTS

2.01 SEALANTS:

A. For use at exterior building joints including metal to metal, metal to masonry or stone, masonry to masonry or stone, stone to stone, cast stone to cast stone, wood to masonry and threshold setting beds: ASTM C920, polyurethane or polysulfide, Type M, Class 25, Grade NS, shore A hardness of 20-40



B. For use at masonry expansion and control joints and for metal flashings: ASTM C920, silicone, neutral cure, type S, class- Joint movement range of plus 100 percent to minus 50 percent, grade NS, shore A hardness of 15-20, minimum elongation of 1200 percent

C. Horizontal traffic joints in concrete: ASTM C920 polyurethane, type M/S, class 25, joint movement range of plus or minus 50 percent, grade P/NS, shore A hardness of 35 to 50

2.02 CAULKING COMPOUND:

A. Interior caulking at narrow joints of masonry, concrete wallboard and perimeter of windows and doors: ASTM C834, acrylic latex

2.03 COLOR:

A. Sealants used with exposed masonry shall match color of mortar joints. B. Sealants used with unpainted concrete shall match color of adjacent concrete. C. Color of sealants for other locations shall be light gray or aluminum, unless

specified otherwise. D. Caulking shall be light gray or white, unless specified otherwise.

2.04 JOINT SEALANT BACKING:

A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C1330, of type indicated below and of size

and density to control sealant depth and otherwise contribute to producing optimum sealant performance:

1. Type C: Closed-cell material with a surface skin.

C. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 32 °C (minus 26 °F). Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and otherwise contribute to optimum sealant performance.



D. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by

sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable.

2.05 FILLER:

A. Mineral fiberboard: ASTM C612, Class 1. B. Thickness same as joint width. C. Depth to fill void completely behind back-up rod.

2.06 PRIMER:

A. As recommended by manufacturer of caulking or sealant material. B. Stain free type.

2.07 CLEANERS-NON POUROUS SURFACES:

A. Chemical cleaners acceptable to manufacturer of sealants and sealant backing material, free of oily residues and other substances capable of staining or harming joint substrates and adjacent non-pours surfaces and formulated to promote adhesion of sealant and substrates.


3.01 INSPECTION:

A. Inspect substrate surface for bond breaker contamination and unsound materials at adherent faces of sealant.

B. Coordinate for repair and resolution of unsound substrate materials. C. Inspect for uniform joint widths and that dimensions are within tolerance

established by sealant manufacturer.

3.02 PREPARATIONS:

A. Prepare joints in accordance with manufacturer's instructions and SWRI.



B. Clean surfaces of joint to receive caulking or sealants leaving joint dry to the

touch, free from frost, moisture, grease, oil, wax, lacquer paint, or other foreign matter that would tend to destroy or impair adhesion.

1. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning,

mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants.

2. Remove loose particles remaining from above cleaning operations by

vacuuming or blowing out joints with oil-free compressed air. Porous joint surfaces include the following:

a. Concrete. b. Masonry. c. Unglazed surfaces of ceramic tile.

3. Remove laitance and form-release agents from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do

not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants.

a. Metal. b. Glass. c. Porcelain enamel. d. Glazed surfaces of ceramic tile.

C. Do not cut or damage joint edges. D. Apply masking tape to face of surfaces adjacent to joints before applying primers,

caulking, or sealing compounds.

1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant

application and replace with dry materials.



E. Apply primer to sides of joints wherever required by compound manufacturer's printer instructions.

1. Apply primer prior to installation of back-up rod or bond breaker tape. 2. Use brush or other approved means that will reach all parts of joints.

F. Take all necessary steps to prevent three sided adhesion of sealants.

3.03 BACKING INSTALLATION: A. Install back-up material, to form joints enclosed on three sides as required for

specified depth of sealant. B. Where deep joints occur, install filler to fill space behind the back-up rod and

position the rod at proper depth. C. Cut fillers installed by others to proper depth for installation of back-up rod and

sealants. D. Install back-up rod, without puncturing the material, to a uniform depth, within

plus or minus 3 mm (1/8 inch) for sealant depths specified. E. Where space for back-up rod does not exist, install bond breaker tape strip at

bottom (or back) of joint so sealant bonds only to two opposing surfaces. F. Take all necessary steps to prevent three sided adhesion of sealants.

3.04 SEALANT DEPTHS AND GEOMETRY:

A. At widths up to 6 mm (1/4 inch), sealant depth equal to width. B. At widths over 6 mm (1/4 inch), sealant depth 1/2 of width up to 13 mm (1/2

inch) maximum depth at center of joint with sealant thickness at center of joint approximately 1/2 of depth at adhesion surface.

3.05 INSTALLATION:

A. General:

1. Apply sealants and caulking only when ambient temperature is between 5 degrees C and 38 degrees C (40 and 100 degrees F).



2. Do not use polysulfide base sealants where sealant may be exposed to fumes from bituminous materials, or where water vapor in continuous contact with cementitious materials may be present.

3. Do not use sealant type listed by manufacture as not suitable for use in

locations specified. 4. Apply caulking and sealing compound in accordance with manufacturer's

printer instructions. 5. Avoid dropping or smearing compound on adjacent surfaces. 6. Fill joints solidly with compound and finish compound smooth. 7. Tool joints to concave surface unless shown or specified otherwise. 8. Finish paving or floor joints flush unless joint is otherwise detailed. 9. Apply compounds with nozzle size to fit joint width.

10. Test sealants for compatibility with each other and substrate. Use only compatible sealant.

B. For application of sealants, follow requirements of ASTM C1193 unless

specified otherwise.

3.06 CLEANING:

A. Fresh compound accidentally smeared on adjoining surfaces: Scrape off immediately and rub clean with a solvent as recommended by the caulking or sealant manufacturer.

B. After filling and finishing joints, remove masking tape. C. Leave adjacent surfaces in a clean and unstained condition.

- - - E N D - - -


08110-1 Robert W. Kelly Architecture, Inc.

SECTION 08110 STEEL DOORS AND FRAMES

PART 1 – GENERAL

1.01 SHIPMENT

A. Prior to shipment label each door and frame to show location, size, door swing and other pertinent information.

B. Fasten temporary steel spreaders across the bottom of each door frame.

1.02 STORAGE AND HANDLING

A. Store doors and frames at the site under cover. B. Protect from rust and damage during storage and erection until completion.


A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text by the basic designation only.

B. Door and Hardware Institute (DHI):

A115 Series............................Steel Door and Frame Preparation for Hardware, Series A115.1 through A115.17 (Dates Vary)

C. Steel Door Institute (SDI):

113-1979 ................................Apparent Thermal Performance for Steel Door and Frame Assemblies

A250.8-98 ..............................Standard Steel Doors and Frames

D. American Society for Testing and Materials (ASTM): A167-99 .................................Stainless and Heat-Resisting Chromium-Nickel Steel Plate,

Sheet, and Strip A1008-04 ...............................Steel, sheet, Cold-Rolled, Carbon, Structural, High

Strength Low Alloy and High Strength Low Alloy with Improved Formability



PART 2 - PRODUCTS

2.01 MATERIALS

A. Stainless Steel: ASTM A167, Type 302 or 304; finish, NAAMM Number 4. B. Sheet Steel: ASTM A1008, cold-rolled for panels (face sheets) of doors. C. Anchors, Fastenings and Accessories: Fastenings anchors, clips connecting

members and sleeves from zinc coated steel. D. Prime Paint: Paint that meets or exceeds the requirements of A250.8.

2.02 METAL DOORS

A. Fabrication:

1. Follow SDI A250.8 for fabrication of standard steel doors, except as specified otherwise. Doors to receive hardware specified in Section 08710, Door Hardware. Tolerances as per SDI A250.8. Thickness, 1-3/4 inches, unless otherwise shown.

2. Close top edge of exterior doors flush and sealed to prevent water

intrusion.

B. Doors: SDI A250.8, heavy duty Level 2, Model 2 of size and design shown. Core construction type c polyurethane.

2.03 METAL FRAMES

A. General:

1. SDI A250.8, 1.3 mm (0.053 inch) thick sheet steel, types and styles as shown or scheduled.

2. Frames for exterior doors: Fabricate from 1.7 mm (0.067 inch) thick

galvanized steel conforming to ASTM A525. 3. Knocked-down frames are not acceptable.

B. Reinforcement and Covers:

1. SDI A250.8 for, minimum thickness of steel reinforcement welded to back of frames.



2. Provide mortar guards securely fastened to back of hardware reinforcements.

C. Frame Anchors:

1. Jamb anchors:

a. Locate anchors on jambs near top and bottom of each frame, and at intermediate points not over 600 mm (24 inches) apart.

b. Form jamb anchors of not less than 1 mm (0.042 inch) thick steel

unless otherwise specified. c. Anchors set in masonry: Use adjustable anchors designed for

friction fit against the frame and for extension into the masonry not less than 250 mm (10 inches). Use one of following type:

1. Wire loop type of 5 mm (3/16 inch) diameter wire. 2. T-shape or strap and stirrup type of corrugated or

perforated sheet steel.

2.04 SHOP PAINTING

SDI A250.8.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Plumb, align and brace frames securely until permanent anchors are set.

1. Use triangular bracing near each corner on both sides of frames with temporary wood spreaders at midpoint.

2. Use wood spreaders at bottom of frame if the shipping spreader is

removed. 3. Protect frame from accidental abuse. 4. Where construction will permit concealment, leave the shipping spreaders

in place after installation, otherwise remove the spreaders after the frames are set and anchored.



5. Remove wood spreaders and braces only after the walls are built and jamb anchors are secured.

B. Floor Anchors:

1. Anchor the bottom of door frames to floor with two 6 mm (1/4 inch) diameter expansion bolts.

2. Power actuated drive pins may be used to secure frame anchors to

concrete floors.

C. Jamb Anchors:

1. Anchors in masonry walls: Embed anchors in mortar. Fill space between frame and masonry wall with grout or mortar as walls are built.

2. Coat frame back with a bituminous coating prior to lining of grout filling

in masonry walls. 3. Secure anchors to sides of studs with two fasteners through anchor tabs.

Use steel drill screws to steel studs. 4. Frames set in prepared openings of masonry or concrete: Expansion bolt

to wall with 6 mm (1/4 inch) expansion bolts through spacers. Where subframes or rough bucks are used, 6 mm (1/4 inch) expansion bolts on 600 mm (24 inch) centers or power activated drive pins 600 mm (24 inches) on centers. Secure two piece frames to subframe or rough buck with machine screws on both faces.

3.02 INSTALLATION OF DOORS

A. Door Installation: Fit hollow-metal doors accurately in frames, within clearances specified in ANSI/SDI 100.

B. Fire-Rated Doors: Install with clearances specified in NFPA 80. C. Prime Coat Touchup: Immediately after erection, sand smooth any rusted or

damaged areas of prime coat and apply touchup of compatible air-drying primer. D. Protection Removal: Immediately before final inspection, remove protective

wrappings from doors and frames.

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08400 - 1 Robert W. Kelly Architect, Inc.

SECTION 08400 ALUMINUM ENTRANCES AND STORFRONTS

PART 1 – GENERAL 1.01 SYSTEM DESCRIPTION

A. Storefront System Performance Requirements:

1. Air Infiltration: Test specimen shall be tested in accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/ft2 at static air pressure differential of 6.24 psf.

2. Water Resistance: Test specimen shall be tested in accordance with ASTM E 331. There shall be no leakage at minimum static air pressure differential of 8 psf as defined in AAMA 501.

3. Uniform Load: static air design load of 20 psf shall be applied

in positive and negative direction in accordance with ASTM E 330. There shall be no deflection in excess of L/175 of span of any framing member. At structural test load equal to 1.5 times specified design load, no glass breakage or permanent set in framing members in excess of 0.2% of their clear spans shall occur.

4. Thermal Transmittance (U-value): When tested to AAMA

Specification 1503, thermal transmittance (U-value) shall not be more than: 0.44 (low-e)

5. Condensation Resistance (CRF): When tested to AAMA

Specification 1503, condensation resistance factor shall not be less than: 68 glass (low-e)

1.03 SUBMITTALS A. Color Samples: Manufacturer’s standard range of colors.

1.04 WARRANTY

A. Manufacturer’s Product Warranty: Submit, for Owner’s acceptance, manufacturer’s warranty for entrance system as follows:



1. Warranty Period: Two (2) years from Date of Substantial Completion of project provided however that Limited Warranty shall begin in no event later than six months from date of shipment by Kawneer.

1.05 QUALITY ASSURANCE A. Qualifications:

1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in installation of work similar to that required for this project and who is acceptable to product manufacturer.

2. Manufacturer Qualifications: Manufacturer capable of

providing field service representation during construction, approving acceptable installer and approving application method.

B. Pre-Installation Meetings: Conduct pre-installation meeting to verify

project requirements, substrate conditions, manufacturer’s installation instructions, and manufacturer's warranty requirements.

1.06 DELIVERY, STORAGE, AND HANDLING A. Ordering: Comply with manufacturer’s ordering instructions and lead-

time requirements to avoid construction delays. B. Packing, Shipping, Handling, and Unloading: Deliver materials in

manufacturer’s original, unopened, undamaged containers with identification labels intact.

C. Storage and Protection: Store materials protected from exposure to

harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront against damage from elements, construction activities, and other hazards before, during and after entrance installation.

PART 2 – PRODUCTS 2.01 MANUFACTURERS (Acceptable Manufacturers/Products)

A. Kawneer Company, Inc. B. US Aluminum



C. YKK AP America Inc.

2.02 STOREFRONT SYSTEM

A. Equal to Kawneer Trifab VG 451 Framing System designed for 1” thick insulated glass, medium stile doors, finish and color as selected by Architect.

2.03 MATERIALS

A. Aluminum (Storefront and Components): 1. Material Standard: Extruded Aluminum, ASTM B 221; 6063-

T5 alloy and temper. 2. Member Wall Thickness: Each framing member shall provide

structural strength to meet specified performance requirements. 3. Tolerances: Reference to tolerances for wall thickness and

other cross-sectional dimensions of storefront members are nominal and in compliance with AA Aluminum Standards and Data.

2.04 ACCESSORIES

A. Fasteners: Where exposed, shall be Stainless Steel. B. Gaskets: Glazing gaskets shall be extruded EPDM rubber. C. Perimeter Anchors: Aluminum. When steel anchors are used, provide

insulation between steel material and aluminum material to prevent galvanic action.

2.05 RELATED MATERIALS A. Sealants: Refer to Specification Section, Calkings and Sealants. B. Glass: Refer to Specification Section, Glass and Glazing. 2.06 FABRICATION A. General:



1. Fabricate components per manufacturer’s installation instructions and with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

2. Accurately fit and secure joints and corners. Make joints flush, hairline and weatherproof. 3. Prepare components to receive anchor devices. Fabricate anchors. 4. Arrange fasteners and attachments to conceal from view.

PART 3 – EXECUTION 3.01 EXAMINATION A. Site Verification of Conditions: Verify substrate conditions (which

have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer’s instructions. Verify openings are sized to receive storefront system and sill plate is level in accordance with manufacturer’s acceptable tolerances.

1. Field Measurements: Verify actual measurements/openings by

field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.

3.02 INSTALLATION A. General: Install storefront systems plumb, level, and true to line,

without warp or rack of frames with manufacturer’s prescribed tolerances and installation instructions. Provide support and anchor in place.

1. Dissimilar Materials: Provide separation of aluminum

materials from sources of corrosion or electrolytic action contact points.

2. Weathertight Construction: Install sill members and other

members in bed of sealant or with joint filler or gaskets, to provide weathertight construction. Coordinate installation with wall flashings and other components of construction.



3. Refer to Section, Calking and Sealants for installation requirements.

4.. Refer to Section, Glass and Glazing and ANSI Z97.1, CPSC 16

CFR 1201 and GANA Glazing Manual.

3.03 FIELD QUALITY CONTROL A. Field Tests: Architect shall select storefront units to be tested as soon

as representative portion of project has been installed, glazed, perimeter caulked and cured. Conduct tests for air infiltration and water penetration with manufacturer’s representative present. Tests not meeting specified performance requirements and units having deficiencies shall be corrected as part of contract amount.

1. Testing: Testing shall be performed by qualified independent

testing agency. Refer to Division 1 Testing Section for payment of testing and testing requirements. Testing Standard per AAMA 503, including reference to ASTM E 783 for Air Infiltration Test and ASTM E 1105 Water Infiltration Test.

a. Air Infiltration Tests: Conduct tests in accordance with

ASTM E 783. Allowable air infiltration shall not exceed 1.5 times amount indicated in performance requirements or 0.09 cfm/ft2, which ever is greater.

b. Water Infiltration Tests: Conduct tests in accordance

with ASTM E 1105. No uncontrolled water leakage as permitted when tested at static test pressure of two-thirds specified water penetration pressure but not less than 6.24 psf.

B. Manufacturer’s Field Services: Upon Owner’s request, provide

manufacturer’s field service consisting of product use recommendations and periodic site visit for inspection of product installation in accordance with manufacturer’s instructions.

3.04 PROTECTION AND CLEANING A. Protection: Protect installed product’s finish surfaces from damage

during construction. Protect aluminum storefront system from damage from grinding and polishing compounds, plaster, lime, acid, cement, or other harmful contaminants.



B. Cleaning: Repair or replace damaged installed products. Clean

installed products in accordance with manufacturer’s instructions prior to owner’s acceptance. Remove construction debris from project site and legally dispose of debris.

- - - END - - -



SECTION 08700 FINISH HARDWARE

PART 1 – GENERAL 1.01 SUMMARY

A. Furnish complete Finish Hardware as listed in the Hardware sets at the end

of this section or as obviously necessary to complete the building except those items which are specifically excluded from this section.

B. Related Work:

1. Refer to Section, Aluminum Entrances and Storefront 2. Refer to Section, Steel Doors & Frames

1.02 REFERENCES:

Standards: A. Finish Hardware in this section shall meet requirements established by the

American National Standards Institute, Inc. (ANSI) which is sponsored by the Builders Hardware Manufacturers Association, Inc. (BHMA).

B. Hardware, which is to be installed in or on fire labeled doors and frames,

shall be tested and listed by Underwriters Laboratories and/or Warnock Hersey Fire Laboratories Division. All listed hardware shall be in compliance with National Fire Protection Association (NFPA)

Codes: C. NFPA 80: Standard for Fire Doors and Other Opening Protectives, 2007

Edition D. NFPA 80: Standard for Fire Doors, Fire Windows, 1999 Edition E. ANSI/NFPA 101 –2006 Edition Life Safety Code F. 2003 International Building Code G. Americans with Disabilities Act

1.03 SUBMITTALS:



A. Schedules:

1. Immediately after receipt of the Finish Hardware purchase order, coordinate approved shop drawings with affected trades. 2. Prepare and submit within 30 days of receipt of the purchase order six (6) complete detailed hardware schedules which shall include product data sheets of all products proposed. 3. After approval of the hardware schedule, submit template information to all manufacturers who have finish hardware applied to their products used in this project. 4. Furnish six (6) copies of a keying schedule within 60 days of receipt of the purchase order.


A. Substitutes: Substitutes will be considered only if application is made 10 days prior to bid opening and samples are furnished.

B. Supplier Qualification:

1. The company furnishing hardware shall be regularly engaged in the sale and distribution of Builders Hardware for commercial projects and, if not established and known in the Phoenix/Tucson area may be required to post bond to ensure performance.

2. The person responsible for scheduling, detailing, ordering and

coordinating hardware for this project shall be an experienced Architectural Hardware Consultant (A.H.C.) and/or A.H.C. Apprentice with a minimum of 15 years experience and completion certification of no less than three courses offered by the Door and Hardware Institute (DHI) for acquiring a A.H.C license.

1.05 DELIVERY, STORAGE AND HANDLING

A. Marking and Packaging – Hardware shall be delivered to the job site in

manufacturers original packages. Each item shall be clearly marked with the opening number to identify correct location.

B. Delivery – (1) Hardware shall be ordered so that it will be available on

time for job requirements. (2) Coordinate hardware with related trades such as aluminum, steel and wood doors, frames, millwork and others as applicable.



C. Storage – Locked on site storage space complete with shelving for

unpacking crates and storing shall be furnished. The space shall be maintained clear and dry for protection of hardware.

1.06 WARRANTY

Door closers shall carry a limited warranty against defects in workmanship and operation for a period of ten (10) years from the date of acceptance. The balance of Finish Hardware shall carry a limited warranty against defects in workmanship and operation for a period of one (1) year from the date of acceptance. No liability is to be assumed where damages or faulty operation due to abuse, improper usage and/or installation or failure to exercise normal maintenance.

1.07 MAINTENANCE Furnish templates, instruction sheets and details and maintenance/service manuals incorporated into a binder that shall be turned over to the Owner when the building is accepted. Include one (1) copy of the hardware schedule “as furnished” and keying schedule.

PART 2 – PRODUCTS 2.01 – ACCEPTABLE MANUFACTURERS Hinges – Hager Locksets/Latchsets – Schlage Combination Locks/Exit Controls – Locknetics, Alarm Lock Exit Devices – Von Duprin

Closers – LCN Overhead Stops – Glynn Johnson Floor/Wall Stop/Flushbolts/Silencers – Rockwood, Ives Thresholds, Weatherstrip – Pemko, National Guard 2.02 – MATERIALS

A. Fasteners – Wood screws shall be full threaded. All screw heads shall be countersunk over or flat head as appropriate and, when necessary to accommodate the thickness of material and undercut. Material of fasteners shall be ferrous or non-ferrous compatible with the product being applied. Length of fasteners shall be sufficient to afford adequate thread engagement.

B. Hinges – Provide only template hinges, which conform, to ANSI A156.7.

Use five-knuckle ball bearing hinges as indicated in the hardware sets. (Oil impregnated bearing hinges are not acceptable.)



Hinge pins, except as otherwise indicated shall be as follows: 1. Steel Hinges: Steel pins

2. Exterior doors: Non-removable pins (NRP) 3. Interior doors: Non-rising pins Sizes of hinges shall be: Door Thickness Hinge Height Hinge Width 1 3/4” to 36” 4 ½” 4 ½” Number of hinges per door, provide quantities as follows:

For doors 5 feet to 7 feet 6 inches high: 3 ea and one additional hinge for each additional 2 ½ feet or fraction thereof.

Where projection of door trim is such as to prevent degree of opening, the

proper hinges width shall be provided to allow the door to clear trim. C. Locksets and Latches – Shall be Standard Duty Grade 2 and shall

accommodate 1 ¾” to 2 ¼” door thickness. Locksets shall be easily reversed in the field and have anti-friction through bolts and no exposed screws. Locks shall accommodate 6 pin conventional core cylinders and all levels of master keying. Combination Locksets – Shall be stand-alone cylindrical type and manually programmable powered by standard “AA” batteries.

D. Exit Devices – All devices shall be listed by Underwriters Laboratories for

safety as panic hardware. Exit device trim to be through bolted. Lever trim to be heavy-duty forged escutcheon with free wheeling levers. All exit devices shall conform to Federal Specification and be certified as meeting ANSI A156.3, Grade 1 requirements.

E. Closers – Type and size adjustments shall conform to those listed in the

hardware sets. If size adjustment is questionable, use manufacturers chart for recommended size.

F. Overhead Stops – Furnish overhead stops of the weight, function and

material indicated in the hardware sets. They shall be manufactured entirely of metallic components. Units containing plastic, nylon or similar materials are not acceptable.



G. Floor Stops, Wall Stops, Flushbolts – Furnish weight, function and material indicated in the hardware sets.

2.03 – FINISHES Finish of items shall be as indicated in the hardware sets. 2.04 – KEYING All locksets shall be furnished with two cut keys and with key code number

stamped on the bow of the key. All cylinders shall be factory master keyed and grand master keyed as required. Furnish three grand master keys and/or three master keys for each master keyed group. Consult with the architect and/or owner’s named representative and secure written approval of the complete keying layout prior to placing lock orders with the factory. The grand master keys and master keys shall be sent one month prior to building occupancy direct to the owner’s representative by registered mail, return receipt requested.

PART 3 – EXECUTION 3.01 – EXAMINATION Condition of opening size shall be verified as to door frames being plumb and of

correct tolerance to receive doors and hardware. 3.02 – INSTALLATION All hardware shall be installed by carpentry mechanics skilled in the application

of institutional grade hardware. A schedule of mounting heights for all items of hardware shall provided upon request by the hardware supplier.

3.03 – FIELD QUALITY CONTROL After installation of hardware and before the building is accepted, inspect the

installation and certify that the hardware is correctly installed in accordance with the manufacturers recommendations.

3.04 – ADJUSTING AND CLEANING

Hardware shall be adjusted for correct operation. After installation of all hardware and before acceptance of the building, check each locked door against key schedule to make certain that correct locks and cylinders are on proper doors. For any incorrectly located cylinder, tag and have relocated to proper location.



After the building is occupied, arrange an appointment with the owner’s designated representative to instruct this person in the proper use, servicing, adjusting and maintenance of hardware.

3.05 – HARDWARE SETS HW-1 Typical Aluminum Entry Door, each to have:

1set Rixson Pivots 195 x 180 US26D

1ea. Rixson Intermediate Pivot M19

1ea. Adams-Rite Deadbolt MS1850SXMS4002 US28

1ea. Sargent Cylinder 41-101 US26D

1ea. Sargent Thumbturn 124T US26D

1set Rockwood Push/Pulls 15847 x US32D

1ea. Sargent Door Closer TJ1130 x EN

1ea. Rockwood Stop 471 US26D

1ea. National Guard Threshold 425-36” AL

1ea. National Guard Sweep C627A-36” AL

1ea. National Guard Drip Cap 16-40” AL

Note-Weatherstripping by aluminum frame manufacturer.

HW-2 Typical Exterior Hollow Core Steel Door, each to have:

3ea. McKinney Hinges TA2714 4-1/2 x 4-1/2 NRP x USP

1ea. Sargent Exit Device 3838 x 28-K-HTB x TB x PEN

1ea. Sargent Closer 1430-PH9 x TB x EN

1ea. Rockwood Kick Plate 10” x 34” US32D

1ea. Rockwood Lock Guard 321 US32D

1ea. Rockwood Viewer 622 US26

1ea. National Guard Threshold 896V-36” AL

1set National Guard Weatherstrip 130S-3070

1ea. National Guard Sweep C627A-36”

1ea. National Guard Drip Cap 16-40”

END OF SECTION



GLAZING SECTION 08800

PART 1. - GENERAL 1.01 SUMMARY: Edit 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS: A. Glass and glazing for aluminum entrances and storefront; Section 08410, except requirements are specified in this section. 1.03 QUALITY ASSURANCE: A. Provide glass complying with requirements of ANSI Z97.1 - American National Standard for Glazing Materials used in Buildings -- Safety Performance Specifications and Method of Test. B. Label each piece of glass designating type and thickness of glass. Do not remove label prior to installation. C. Permanently identify each unit of tempered glass. Etch or ceramic fire identification on glass; identification shall be visible when unit is glazed. D. Warranty: Provide manufacturer's standard 10 year warranty, including include replacement of sealed glass units exhibiting seal failure, interpane dusting or misting. 1.04 DESIGN AND PERFORMANCE REQUIREMENTS: A. Watertight and airtight installation of each piece of glass is required. Each installation must withstand normal temperature changes, wind loading, impact loading (for operating doors) without failure of any kind including loss or breakage of glass, failure of sealants or gaskets to remain watertight and airtight, deterioration of glazing materials, and other defects in work. PART 2. - PRODUCTS PPG Architectural Glass or equal Type: Pyrolitic Low-E Clear Insulating Glass “Sungate” 500 Clear+Clear Outdoor Lite: Clear glass, pyrolitic coated on second surface Indoor Lite: Clear float glass



Low-E Coating: “Sungate” 500 (pyrolitic) Location: Second coating

Performance Values Visible Light Transmission = 74% U-Value Winter =0.35 U-Value Summer =0.35 SHGC =0.90

Shading Coefficient =0.71 Outdoor Visible Light Reflectance = 17%

Outdoor Appearance: Clear glass, low reflective

Insulating Unit Construction: 1/4” glass + 1/2” air space + 1/4” glass 2.02 GLAZING ACCESSORIES: A. Provide materials with proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Gaskets: Extruded or molded, closed-cell, integral-skinned gaskets of material indicated below; complying with ASTM C 509, Type II, black, and of profile and hardness required to maintain watertight seal. D. Glazing Tape: Provide glazing tape appropriate for indicated installation complying with AAMA 800. E. Setting Blocks: Neoprene or other resilient blocks of 70 to 90 Shore A durometer hardness. F. Spacers: Elastomeric blocks, or continuous extrusions, with a Shore A durometer hardness. G. Compressible Filler Rods: Closed-cell or waterproof-jacketed foam of polyethylene, butyl rubber, neoprene, polyurethane or vinyl. PART 3. - EXECUTION 3.01 INSTALLATION - GENERAL A. Comply with recommendations of glass manufacturers and manufacturers of sealants and other glazing materials, unless otherwise indicated or specified, including preparation of surfaces. B. Clean channel surfaces and prime as recommended by sealant manufacturer.



C. Cut glass to size as required for measured opening, provide adequate edge clearance and glass bite all around. Cut prior to tempering. D. Do not install sheets which have edge damage or face imperfections. E. Miter-cut and bond (weld) ends of channel gaskets at corners to provide a continuous gasket. F. Seal face gaskets at corners with liquid elastomeric sealant to close openings and prevent withdrawal of gaskets from corners. G. Remove and replace glass which is broken, chipped, cracked, abraded or damaged during construction period. 3.02 CURING: A. Cure glazing sealants and compounds in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability. 3.03 PROTECTION: A. Protect glass surfaces and edges at all times during the construction period. Keep glass free from contamination by materials capable of staining glass.

END OF SECTION



SECTION 09200 GYPSUM BOARD SYSTEM

PART 1 – GENERAL

1.01 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE

In accordance with requirements of ASTM C840.

1.02 ENVIRONMENTAL CONDITIONS

In accordance with requirements of ASTM C840.


A. Publications listed below form part of specification to extent referenced. Publications are referenced in text by basic designation only.

B. American Society For Testing And Materials (ASTM):

C11-04....................................Terminology Relating to Gypsum and Related Building Materials and Systems

C475-02..................................Joint Compound and Joint Tape for Finishing Gypsum Board

C840-04..................................Application and Finishing of Gypsum Board C954-04..................................Steel Drill Screws for the Application of Gypsum Board or

Metal Plaster Bases to Steel Stud from 0.033 in. (0.84mm) to 0.112 in. (2.84mm) in thickness

C1002-04................................Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs

C1047-04................................Accessories for Gypsum Wallboard and Gypsum Veneer Base

C1396-04................................Gypsum Board Latest Editions .......................Certification Listings



PART 2 – PRODUCTS

2.01 GYPSUM BOARD

A. Gypsum Board: ASTM C1396, Type X, 5/8 inch thick unless shown otherwise

2.02 ACCESSORIES

A. ASTM C1047, except form of 0.015 inch thick zinc coated steel sheet or rigid PVC plastic.

B. Flanges not less than 7/8 inch wide with punchouts or deformations as

required to provide compound bond.

2.03 FASTENERS

A. ASTM C1002 and ASTM C840, except as otherwise specified. B. ASTM C954, for steel studs thicker than 0.33 inch. C. Select screws of size and type recommended by manufacturer of material being

fastened. D. For fire rated construction, type and size same as used in fire rating test. E. Clips: Zinc-coated (galvanized) steel; gypsum board manufacturer's standard

items.

2.04 FINISHING MATERIALS AND LAMINATING ADHESIVE

ASTM C475 and ASTM C840.


3.01 GYPSUM BOARD HEIGHTS

A. Extend all layers of gypsum board from floor to underside of structure overhead except where detailed otherwise.



3.02 INSTALLING GYPSUM BOARD

A. Coordinate installation of gypsum board with other trades and related work. B. Install gypsum board in accordance with ASTM C840, except as otherwise

specified. C. Use gypsum boards in maximum practical lengths to minimize number of end

joints. D. Bring gypsum board into contact, but do not force into place. E. Walls:

1. When gypsum board is installed parallel to framing members, space fasteners 12 inches on center in field of board, 8 inches on center along edges.

2. When gypsum board is installed perpendicular to framing members, space

fasteners 12 inches on center in field and along edges. 3. Stagger screws on abutting edges or ends. 4. Apply gypsum board with long dimension either parallel or perpendicular

to framing members as required to minimize number of joints except gypsum board shall be applied vertically over "Z" furring channels.

5. Control Joints ASTM C840 and as follows:

a. Locate at both side jambs of openings if gypsum board is not "yoked". Use one system throughout.

b. Not required for wall lengths less than 9000 mm (30 feet). c. Extend control joints full height of wall or length of soffit/ ceiling

membrane.

3.03 FINISHING OF GYPSUM BOARD A. Finish joints, edges, corners, and fastener heads in accordance with ASTM C840.

Use Level 5 finish for finished areas open to public view.



B. Before proceeding with installation of finishing materials, assure following:

1. Gypsum board is fastened and held close to framing or furring. 2. Fastening heads in gypsum board are slightly below surface in dimple

formed by driving tool. C. Finish joints, fasteners, and openings, including openings around penetrations,

on that part of gypsum board extending above suspended ceilings to seal surface of non decorated gypsum board construction.

3.04 REPAIRS

A. After taping and finishing has been completed, and before decoration, repair damaged and defective work, including nondecorated surfaces.

B. Patch holes or openings 13 mm (1/2 inch) or less in diameter, or equivalent size,

with setting type finishing compound or patching plaster. C. Repair holes or openings over 13 mm (1/2 inch) diameter, or equivalent size, with

16 mm (5/8 inch) thick gypsum board secured in such manner as to provide solid substrate equivalent to undamaged surface.

D. Tape and refinish scratched, abraded or damaged finish surfaces including cracks

and joints in non decorated surface to provide // smoke tight construction.

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SECTION 09205 LATHING AND CEMENT PLASTERING

PART 1 GENERAL

1.01 PROJECT CONDITIONS A. Maintain work areas for interior work at temperature of not less than 40F for not less than 48 hours prior to application of plaster, during application of

plaster and until plaster is completely dry. B. Exterior plaster shall not be applied when ambient temperature is less than 40F. C. Plaster shall not be applied to frozen surfaces or surfaces containing frost. D. Frozen materials shall not be used in mix. E. Plaster coats shall be protected against freezing for period of not less than 24

hours after application.

1.02 APPLICABLE PUBLICATIONS A. Publications listed below form part of this specification to extent referenced.

Publications are referenced in text by basic designation only. B. American Society for Testing And Materials (ASTM):

A653/A653M-01................Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

A641-98 .............................Zinc-Coated (Galvanized) Carbon Steel Wire C11-02................................Terminology Relating to Gypsum and Related Building

Materials and Systems. C91-01................................Masonry Cement C150-00..............................Portland Cement C207-91(R1997) ................Hydrated Lime for Masonry Purposes C260-01..............................Air Entraining Admixtures for Concrete. C841-99..............................Installation of Interior Lathing and Furring C847-95(R2000) ................Metal Lath C897-00..............................Aggregate for Job-Mixed Portland Cement Based Plasters C926-98..............................Application of Portland Cement-Based Plaster C933-96(R2001) ................Welded Wire Lath C979-99..............................Pigments for Integrally Colored Concrete C1002-01............................Steel Drill Screws for the Application of Gypsum Board

C. Commercial Item Description (CID):



........................A-A-55615 Shield, Expansion (Wood Screw and Lag Bolt Self-Threading Anchors)

D. Federal Specifications (Fed Spec.):

UU-B-790A........................Building Paper, Vegetable Fiber (Kraft, Waterproofed, Water Repellent and Fire Resistant)

PART 2 – PRODUCTS

2.01 METAL PLASTERING BASES

A. Expanded Metal Lath: ASTM C847, zinc-coated (galvanized). Self furring where applied over solid backing.

2.02 ACCESSORIES FOR CEMENT PLASTER

A. ASTM C841, except fabricate from 0.027 inch thick zinc alloy. B. Control Joints: ASTM C841, 0.027-inch thick zinc.

C. Styrene Decorative Trim: Nominal 1.0 lb/ft3 Expanded Polystyrene (EPS) Insulation Board in compliance with ASTM C 578 Type I requirements, and EIMA Guideline Specification for Expanded Polystyrene (EPS) Insulation Board.

2.03 FASTENERS

A. Tie, wire, screws, clips, and other fasteners ASTM C841, except as otherwise

specified. B. Fasteners for securing metal plastering bases shall have heads, or be through

washers large enough to engage two strands of metal plastering base. C. Screws: ASTM C1002. D. Expansion Shields: CID A-A-55615, of Type and Class applicable.

2.04 CEMENT

A. Portland: ASTM C150, Type I. B. Masonry: ASTM C91. Lime where added, ASTM C207, Type S.

2.05 LIME

A. ASTM C206, Type S.



B. ASTM C207, Type S.

2.06 AGGREGATES (SAND)

A. ASTM C897, graded as required to suit texture of finish specified. B. White where white finish coat is specified.

2.07 BONDING AGENT

ASTM C932.

2.08 ADMIXTURES

Air Entrainment: ASTM C260.

2.09 FINISH COAT A: Finish Coat: Synthetic-Stucco finish pre-colored, ready-mixed polymeric coating. B. Provide in colors as selected by Architect. C. Performance Requirements:

TEST TEST METHOD REQUIREMENT Flame Spread (Test samples shall include base coat, fabric, finish mounted on noncombustible substrate)

ASTM E84 Flame spread of 25 or less. Smoke developed rating 450 or less.

Full Scale Wall Fire Test

ASTM E108 No significant surface flaming or propagation of vertical or lateral flames

Impact Resistance (Sample shall be cured. Finish, base coat and fabric over 25mm (1 inch) insulation typical of project application)

EIMA 101.86 (Hemispherical Head Test)

Standard Impact Resistance 2.83 to 5.54J (25-49 inch-lbs)

Table continued next page:



Table Continued from previous page: TEST TEST METHOD REQUIREMENT

Structural Performance (Test panels 1200 mm x 1200 mm (4 feet by 4 feet) typical of project application)

ASTM E330 No permanent deformation, delamination or deterioration for positive and negative pressures as required.

Abrasion Resistance ASTM D968 500 liters of sand-slight smoothing – no loss of film integrity

Accelerated Weathering ASTM G90 2000 hours. No deterioration

Salt Spray Resistance

ASTM B117 Withstand 300 hours. No deleterious effects.

Water Vapor ASTM E96 Not more than 18 grains per hour per square foot.

Absorption-Freeze-Thaw (Pre-weighed 100 mm x 200 mm (4” by 8”) specimens; 25 mm (1”) insulation, faced with finish coat cured and stored in air; tested with edges and back open.)

ASTM C67 50 Cycles: 20 hrs. at – 9 deg C ; 4-hr. thaw in water

After 50 cycles – Total weight gain of not more than 6.2 grams. No checking splitting, or cracking.

PART 3 - EXECUTION

3.01 METAL PLASTERING BASES (LATH) LOCATIONS

A. Use metal lath as base for all plastic work.

3.02 APPLYING METAL PLASTERING BASES A. In accordance with ASTM C841, except as otherwise specified or shown. B. Form true surfaces, straight or in fair curves where shown, without sags or buckles

and with long dimension of lath at right angles to direction of supports. C. Lath for ceiling or soffit construction shall terminate at casing bead (floating angle

construction) at perimeter angles between walls and ceilings or soffits. D. Metal plastering bases shall not be continuous through expansion and control joints,

but shall be stopped at each side. E. Attach metal lath directly to masonry and concrete with hardened nails, power

actuated drive pins or other approved fasteners. Attach metal lath to metal studs using screws recommended by lath manufacturer. Fasteners shall be located at dimples or crimps only.



F. Wood plugs are not acceptable.

3.03 INSTALLING PLASTERING ACCESSORIES A. Install accessories in accordance with ASTM C841, except as otherwise specified.

1. Set plastering accessories plumb, level and true to line, neatly mitered at corners and intersections, and securely attach to supporting surfaces as specified for metal lath.

2. Install in one piece, within limits of longest commercially

available lengths.

B. Corner Beads: Install at all vertical and horizontal external plaster corners, as required to establish grounds, and where shown.

C. Strip Lath:

1. Install metal lath strips centered over joints between dissimilar materials, such as hollow tile, brick, concrete masonry units, concrete, and joints with metal lath on framing or furring, where both such surfaces are required to be plastered and are in contact with each other in same plane, except where expansion joints and casing beads are required.

2. Wire tie or fasten strip lath to base along both edges at not over 150

mm (six inches) on centers.

D. Casing Beads:

1. Install casing beads where shown and at following locations where plaster terminates to provide finish trim:

a. Where plaster terminates against non-plastered surfaces such as

masonry, concrete, and wood. b. Where plaster terminates against trim of steel frames and trim of

other materials and equipment, except where trim overlaps plaster. c. Around perimeter of openings except where edge is covered by

flanges. Locate to conform to dimensions shown on shop drawings. d. Where plaster for new walls or furring (vertical or horizontal)

terminates against existing construction. e. Both sides of expansion and control joints unless shown otherwise.



2. Install casing bead at perimeter angles between walls and ceilings so

as to provide floating angle (unrestrained) construction in accordance with ASTM C841.

E. Cornerites:

1. Install at interior corners of walls, partitions, and other vertical surfaces to be plastered, except where metal lath is carried around angle.

2. Fasten only as necessary to retain position during plastering. 3. Omit cornerites at junction of new plastered walls with existing

plastered walls at locations where casing beads are specified.

F. Control Joints:

1. Where control joints are placed parallel to framing members, install joints within 100 mm (four inches) of framing member.

2. Install control joints only to edges of abutting sheets of lath so

that lath is not continuous or tied across joint. 3. Joints shall extend full width and height of wall or length of

soffit/ceiling plaster membrane.

3.04 SURFACE PREPARATION OF SOLID BASES A. Surfaces that are to receive plaster shall be prepared and conditioned in accordance

with ASTM C926, except as otherwise specified. B. New surfaces of masonry and concrete:

1. Remove projections and clean concrete surface of form oil. 2. Fill depressions, holes, cracks and similar voids flush with Portland

cement plaster to provide substrate within tolerance specified in ASTM C926.

3. Use bonding agent. 4. Cover with self furring lath where required to keep total plaster

thickness as specified in Table 4 of ASTM C926.

C. Existing surfaces of concrete and masonry:



1. Clean surface of dirt and other foreign matter which will prevent bond.

2. Apply dash bond coat or bonding agent as specified herein. 3. Where existing surfaces have coating such as paint or bituminous

waterproofing apply metal plastering base as specified herein.

3.05 PORTLAND CEMENT BASED PLASTER A. Provide portland cement based plaster where cement plaster (stucco) is shown and

specified, and as follows:

1. Three coat (scratch coat, brown coat and finish coat) work shall be used over all metal plastering bases.

B. Proportion, mix and apply plaster in accordance with ASTM C926, except as

otherwise specified.

1. Use air entrained plaster for all exterior work.

3.06 FINISH COAT A. Stucco Finish Coat: Inspect basecoat for damage or defects and repair prior to application of finish coat according to manufacturer’s recommendations but minimum of 1.6 mm (1/16 inch). Texture finish as required. Provide finish surfaces that are plumb and plane with no greater deviation than 1:500 (1/4 inch in 10 feet). 3.07 CLEAN UP A. Upon completion, remove all scaffolding, equipment, materials and debris from site. Remove all temporary protection installed to facilitate installation of system.

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SECTION 09900 PAINTING PART 1 - GENERAL 1.01 DESCRIPTION

A. Paint all exposed surfaces of construction whether scheduled or not, including aluminum, galvanized sheet metal, electrical conduit and baked-on prime coat, (i.e. roof top equipment, electrical panel boards, etc.) except where specifically excluded hereinafter.

B. Items not to be painted (materials generally considered to be prefinished):

1. Architectural finished metals such as anodized aluminum, stainless steel, bronze, brass or nickel surfaces.

2. Factory painted surfaces such as baked enamel surfaces. 3. Concrete, brick, glazing, acoustical tile, resilient flooring, ceramic and

quarry tile, and architectural plastics. 4. Calks and sealants specified by manufacturer to remain unpainted.

5. Interior shell spaces to be leased for tenant finish-out.

C. Related Work Specified Elsewhere:

1. Shop painting: Sections, Structural Steel, Steel Joists, Metal Decking and Steel Fabrication.


A. Standard Products: Materials, supplies and articles furnished shall be standard products of recognized, reputable manufacturers. In general, materials of same type shall be from same manufacturer.

1.03 SUBMITTALS

A. Schedule: Schedule of paint to be used and color chips shall be submitted to Architect for approval. The schedule shall list brand, type, and locations where paint is proposed for use.

B. Color Samples: Prepare 12" x 12" minimum samples on material similar to

surface material at location where paint is proposed for use.



C. Texture Samples: Prepare 12" x 12" minimum samples indicting texture of gypsum board.

1.04 PRODUCT D ELIVERY, STORAGE AND HANDLING

A. Delivery of Materials: Deliver to job site in original, unbroken containers, with labels and tags intact.

B. Environmental Requirements:

1. Comply with manufacturer's recommendations as to environmental conditions under which coatings and coating systems can be applied.

2. Finish shall not be applied in areas where dust is being generated.

C. Cleaning: Remove from site cloths and cotton waste which might constitute fire hazard at end of each work day. Remove paint spots, oil, or stains from adjacent surfaces. Leave entire job clean and acceptable.

D. Protection of Floors and Equipment: Floors, equipment, furnishings, and other surface not to receive paint shall be covered with drop cloths or otherwise protected from foreign material when work is being performed overhead. Clean all debris, paint, dust, and dirt that falls on equipment, floor, windows, etc. before end of each work period.

PART 2 – PRODUCTS 2.01 MATERIALS

A. Acceptable Manufacturers: Paint shall be product of one of following manufacturer's or equivalent approved by Architect.

1. Kelly Moore

2. Benjamin Moore 3. Glidden 4. Devoe 5. Sherwin-Williams 6. Rust-Oleum 7. Euclid



B. Materials selected for coating systems for each type surface shall be product of single manufacturer.

C. Products shall be "bestgrade" or "first line" products of reputable manufacturer.

2.02 PAINT

A. "Paint" in context includes emulsions, enamels, paints, stains, varnishes and sealers used to decorate and preserve surfaces.

B. Insofar as possible, use factory mixed colors as basis for inter-mixing and

blending to obtain shades, hues, and tints required. Use dark hued accent colors where indicated and as scheduled.

C. Use thinners approved or recommended by paint manufacturer and bearing

identifying labels. D. Apply all coats of paint in colors selected or approved by Architect with

duplicates supplied to Contractor.

E. Architect reserves right on project of this scope to propose use of multiple contrasting and complimentary colors for use on gypsum board, wood and steel.

PART 3 – EXECUTION 3.01 PREPARATION OF SURFACES

A. Inspection:

1. Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence, or quality of work, and which cannot be put into acceptable condition through preparatory work specified in following paragraphs.

2. Advise Architect of such conditions and surface preparation, or coating

application. Do not proceed until conditions are made suitable.

B. Preparation:

1. General: Remove dirt, rust, scale, splinters, loose particles, disintegrated paint, grease, oil, and other deleterious substances from surfaces which are to be painted or otherwise finished.



a. Prepare surfaces to be painted by wire brushing, scraping, and/or

use of detergent to remove loose rust, scale, paint and other impurities which would prevent adhesion or tend to break down paint. Dull previously painted surfaces with hard glossy finishes by sandpaper, or other abrasive method. Dull hard glossy finishes by sandpaper or other abrasive method. Hard glossy surfaces may also be dulled with Glidden No. 66 SPRED PREP Liquid Surface Conditioner. Clean metal surfaces until only sound, tight paint or clean metal remains over surfaces to be cleaned. After ire brushing, wipe with safety solvent to remove oils, grease and dirt, as required.

b. Spot prime previously painted surfaces and shop-primed surfaces

which are partially removed by blistering, peeling, rupture, or scratching with appropriate primer. If more than 25% of previous coating has failed, or if previous coating can be easily scraped off surface, completely remove and reprime. Surfaces shall be clean and dry prior to application of paint.

c. Wood surfaces shall be free from dust and in approved condition to

receive paint or other finish. Avoid use of water on unpainted wood. Prior to application of paint, knots and resinous wood shall be treated with application of knot sealer. Putty cracks and nail holes after priming coat has been applied and has dried properly. Sandpaper when required after undercoats are dry.

3.02 APPLICATION OF PAINTING MATERIALS

A. General: Apply in accordance with paint manufacturer's printed recommendations.

B. Sequence of Operation: No painting shall be done adjacent to cleaning in

progress or at time when particles from cleaning operation could collect on freshly painted area. Methods and procedures to correct this condition will be at option of Architect.

C. Workmanship: Paint in neat workmanlike manner by either brush, roll or airless

spraying.

1. Paint shall be applied by workmen skilled in use of equipment approved for job.



2. Apply materials evenly and smoothly, either brushed, rolled or airless- sprayed on to specified mil thickness without runs or sags and free from dust and ripples.

3. No paint runs, spatter, etc., shall be allowed to remain on surfaces not

intended to receive paint. 4. Clean metal surfaces to receive paint, applying prime coat where required

before moisture or rust forms on surface. Intent of specifications is that bare metal shall be covered with primer same day it is cleaned.

D. Surfaces to receive paint shall have continuous run from same mixed batch of paint, with minimum of discoloration between stopping and starting points at all times. 3.03 SCHEDULE

A. Brands and qualities of paint listed herein are set forth as standard quality and type paint required for each kind of surface. Exposed surfaces of type listed in following schedules are to be painted. Other exposed type interior surfaces not specifically mentioned below not considered "pre-finished" shall receive not less than two coats of appropriate type of paint approved by Architect. Colors and textures shall be selected by Architect.

B. Prime coat specified herein shall consist of touch-up only on materials and

equipment delivered with shop coat properly applied. C. All products listed hereinafter are of Kelly Moore manufacturer unless listed

otherwise.

Interior Semi-Gloss Enamel: Ferrous metal:

First coat: 1710 Kel Guard red oxide primer Second coat: 1711 Kel Guard alkyd Third coat: 1050 KM Professional alkyd

Interior High Gloss Enamel: Ferrous metal:

First coat: 1710 Kel Guard red oxide primer Second & third: 1700 Kel Guard alkyd enamel

Exterior Surfaces: Ferrous metals: First coat: 1710 Kel Guard red oxide primer Second & Third coats: 1630 Plasti Enamel Alkyd trim paint Galvanized metals: First coat: Galvanized metal primer Second & Third coats: 1630 Plasti Enamel Alkyd trim paint



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