2-2025 11 03 w broad specifications.pdf

MELONE A RC H ITEC TS

www.melonearchitects.com

150 West 30th Street, Suite 1200 • New York, New York • 10001 p: 212-206-0162 • f: 212-206-0169

PROJECT MANUAL

Facade Repair Specifications for

115, 117, 119-123, and 206 West Broad Street

Tamaqua, PA, 18252 for

Tamaqua Area Community Partnership

SPECIFICATIONS NO.

DATED November 3, 2025

PROJECT NO. 102.36

SPECIFICATIONS INDEX

DIVISION 1 – GENERAL REQUIREMENTS

1A General Conditions and Supplementary Conditions 1A-1 – 1A-7

1B Instructions to Bidders 1B-1 – 1B-2

1C Scope of Work 1C-1 – 1C-3

DIVISION 2 – SITE CONSTRUCTION

2A Concrete Sidewalks 2A-1 – 2A-4

DIVISION 5 – METALS

5A Miscellaneous Metals – Lintels 5A-1 – 5A-3

DIVISION 6 – WOODS, PLASTICS, COMPOSITES

6A Carpentry and Millwork 6A-1 – 6A-3

DIVISION 7 – THERMAL & MOISTURE PROTECTION

7A Shingle Roof and Flashing 7A-1 – 7A-5

7B Exterior Caulking 7B-1 – 7B-3

DIVISION 8 – DOORS AND WINDOWS

8A Wood Window Repairs 8A-1 – 8A-2

8B Clad Wood Windows and Doors 8B-1 – 8B-2

8C Glass and Glazing 8C-1 – 8C-3

8D Composite Windows 8D-1 – 8D-3

DIVISION 9 – FINISHES

9A Exterior Painting 9A-1 – 9A-6

EXHIBIT A – Non-Illuminated Changeable Letter Civic Sign Board for American Legion

EXHIBIT B – Nondiscrimination/Sexual Harassment Provision

1A-1

SECTION 1A

GENERAL CONDITIONS & SUPPLEMENTARY CONDITIONS

GENERAL CONDITIONS

General Conditions of the contract, standard form A201, current edition of the American Institute of Architects, are hereby made a part of this specification to the same extent as if bound herein.

The General Conditions, including Modifications and Special Conditions herein, shall become a part of the contract and shall apply to all contractors and subcontractors. Copies of General

Conditions may be examined or obtained at the Architect’s office.

SUPPLEMENTARY CONDITIONS

The following Supplementary Conditions and Special Requirements contain modifications to the

A.I.A. General Conditions in the form of additions, deletions, and substitutions. Where any part of the A.I.A. General Conditions is so modified by the Supplementary Conditions and Special

Conditions, the unaltered provisions shall remain in effect.

1.01 DRAWINGS

A. Architect will furnish free of charge six sets of working drawings, including details, and six sets of specifications. Contractor shall pay the cost of reproduction of all other copies of drawings and specifications if additional sets are required.

1.02 PERMITS

A. Contractor shall obtain and pay for all permits, licenses, approvals, and certificated inspections as required by all codes, ordinances and authorities having jurisdiction over work involved in completing the project.

B. Contractor shall not begin work until all necessary permits have been obtained and posted at the job site.

1.03 INSURANCE

A. All contractors and all subcontractors shall carry Workers’ Compensation Insurance as required by the laws of Pennsylvania. Each contractor shall minimally carry the following insurance or limits as required by Owner:

1. Commercial General Liability (CGL): $1,000,000 per occurrence / $2,000,000 general aggregate

2. Automobile Policy: $1,000,000 combined single limit

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3. Umbrella Policy or Excess Liability: $4,000,000

4. Workers Compensation/Disability: $1,000,000 or as required by law, if greater

B. The insurance policy shall name the building Owners as the policy holder, and

Architect and designated building Owner Representatives as additional insured.

C. Contractor shall submit required insurance certificates to Owner and designated

Owner Representatives for acceptance prior to commencement of work.

1.04 BID BOND AND PERFORMANCE BONDS

A. Bid security in an amount equal to ten percent (10%) of the total bid shall be submitted with each bid in accordance with the Advertisement for Bids. 100% performance and payment bonds will be required. Bonding Companies must be listed in the US Treasury Circular 570.

1.05 LABOR STANDARDS AND NON-DISCRIMINATION IN EMPLOYMENT

A. The Labor Standards and Anti-Kickback regulations (29 CFR, Part 3) issued by the

Secretary of Labor are included in the contract documents of this project and govern all work under the contracts.

B. See Exhibit B, Nondiscrimination/Sexual Harassment Provision, attached.

1.06 PREVAILING WAGES

A. Prevailing wage requirements are applicable to this project. All work to be completed in accordance with the Pennsylvania Prevailing Wage Act. L&I Prevailing Wages

Determination project serial number is 25-04599. Note certified payrolls will be required to be submitted along with each payment application.

1.07 EXAMINATION OF SITE

A. Bidders are required to visit the site or building, compare the drawings and specifications with any work in place and inform themselves of all conditions, including other work, if any, being performed. Failure to visit the site will in no way relieve the successful bidder from the necessity of furnishing materials or performing any work that may be required to complete work in accordance with drawings and specifications at no additional cost to the Owner.

1.08 LAYOUT OF WORK

A. Contractor shall immediately upon entering project site for purposes of beginning work, locate all general reference points and take such action as is necessary to prevent their destruction; lay out work and be responsible for all lines, elevations

1A-3 and measurements of buildings, grading, paving, utilities, and other work required under the contract. Proper precaution must be taken to verify figures shown on drawings before laying out work and contractor will be held responsible for any error resulting from failure to exercise said precaution.

1.09 SUBCONTRACTORS

A. General contractor, fifteen (15) days after date of contract, shall submit the names and proof if insurance of all subcontractors to be employed.

1.10 HOISTING FACILITIES & SCAFFOLDING

A. The General Contractor shall erect, maintain, and operate hoisting facilities and scaffolding as required to safely and satisfactorily complete all work specified herein.

B. Contractor shall file plans and details as required with applicable city agencies and install and maintain all hoisting facilities and scaffolding in strict accordance with applicable Building Code provisions and all other applicable regulations and ordinances.

C. All conditions of national, state and local codes concerning sidewalk and pedestrian protection shall be fully complied with during the course of the project.

D. All scaffolds and rigging shall be erected and operated by a licensed rigger.

Independently secured safety devices shall be provided for all personnel entering upon any scaffold. All required safety enclosures and devices shall be provided. The

Contractor shall be solely responsible for the safety of the work crew and the public.

E. The Architect has not been retained to supervise or inspect scaffolding, rigging and safety equipment or their use. Contractor shall be responsible for calculating weight of materials and personnel; and verifying weight capacities of the scaffolding, hoists, pulleys, etc.

F. Contractor shall file plans and details as required with applicable city agencies and install and maintain all scaffolding in strict accordance with applicable national, state and local Building Code provisions and all other applicable regulations and ordinances.

1.11 PROTECTION AND SAFETY REQUIREMENTS

A. Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the contractor’s superintendent unless otherwise designated in writing by the contractor to the

Architect.

B. Manufacturer’s Safety Data Sheet - All contractors before beginning work shall prepare 2 identical loose leaf binders, complete with Manufacturer’s Safety Data

Sheets (MSDS) for all materials to be used on the project which require such

1A-4 information by OSHA. One copy shall be given to the designated owner’s representative and the second copy shall remain on the site with the contractor’s superintendent or designated safety officer. The second copy shall be turned over to the owner after completion of work. MSDS shall include, but not be limited to adhesives, paint, sealants, solvents, and cleaners.

1.12 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION

A. The Contractor shall be solely responsible for compliance with all applicable safety and health regulations including but not limited to the national, state, and local regulations regarding site safety and U.S. Department of Labor Safety and Health

Regulations for construction. Construction employees are required to comply with the most stringent rule or standard due to dual or concurrent State and Federal jurisdiction. Detailed information on this subject may be obtained from the Office of

Information Services, Occupational Safety and Health Administration, U.S.

Department of Labor, Washington, D.C.

B. The contractor shall be responsible for complying with all local Fire Department directives and regulations shall be observed, especially with regard to obstruction of egress, fire protection, and storage of flammable materials.

C. Materials, procedures, and equipment shall conform to requirements of Pennsylvania state law.

D. Remove loose, blistered, flaking or deteriorated paint where specified by scraping or chipping (i.e., hand removal - no power tools) in accordance with latest published

Environmental Protection Agency Lead-Safe work practices. Collect paint materials and legally dispose of off-site.

1.13 CLEAN-UP

A. Besides the daily broom cleaning of all areas affected by the actual construction work, the General Contractor, at his own expense and cost, shall do the following special cleaning before the final completion of the work.

1. All windows, doors, and skylights in areas of work shall be satisfactorily washed and cleaned after completion of work.

2. All dust and debris shall be removed from ledges, window sills, air conditioners and any other projections prior to removal of scaffolding.

3. Any areas outside the construction area, which are utilized or damaged by the construction, shall be returned to their original condition prior to the end of the job. These areas include but are not limited to elevator cars, stairways, yards, sidewalks, storage / changing rooms, etc.

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B. In addition to final general cleaning, General Contractor shall be responsible, at his own cost and expense, for the necessary periodic cleaning of the premises. He shall periodically remove refuse of any kind.

1.14 GUARANTEE

A. All equipment, material and workmanship shall be guaranteed to be watertight and to be free from defects for a period of five (5) years, and the Contractor shall promptly correct any such defects as they appear and/or furnish and install replacement parts at no expense to the Owner. In case of the Contractor's failure to make such repair and/or replacement, the Owner may have the required work done by others and recover from the Contractor the cost of making the repairs and/or replacements.

B. See individual Materials Specifications Sections for other Guarantee periods required for this project.

1.15 PAYMENTS

A. Partial payments will be made as the work progresses, for labor and materials installed. The requests for partial payments shall be submitted monthly.

B. In making partial payments there shall be retained ten percent (l0%) of the estimated amount until the final completion and acceptance of all work covered by the

Contract.

C. Retainage shall be withheld until thirty (30) days after the entire work covered by the contract has been fully completed, and the Contractor has paid all claims for labor and material furnished on said work evidenced by submissions of Releases of Liens from all suppliers and subcontractors and has obtained the certification of the

Architect with respect to completion.

D. Up to a twenty-five percent (25%) deposit, if approved by the Owner, may be requested upon the signing of an agreement.

1.16 PROTECTION

A. Contractor shall comply with all national, state and local codes and regulations governing safeguarding of public and adjacent properties during construction operations.

B. Contractor shall provide a weatherproof protective cover over all work areas, to prevent interior damage to the Building during the course of the work. Any such damages, which occur as a result of the Contractor’s failure to adequately protect the work, shall be restored by the Contractor to the satisfaction of the Architect and at no additional cost to the Owner.

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C. Contractor to take all necessary precautions to protect from damage all areas, parts, and surfaces of the building, including but not limited to stairs, hallways, windows, doors, skylights, air conditioners, roofs, etc., and surrounding yards, courts and sidewalks as well as adjacent properties.

D. Contractor to take all necessary precautions to prevent dust and dirt from penetrating beyond the immediate work area

1.17 DEBRIS REMOVAL AND MATERIALS STORAGE

A. The Contractor shall comply with national, state, and local Sanitation rules with regard to disposal of waste.

B. The Contractor shall be solely responsible for determining the floor and roof load capacities when utilizing such areas for storage of materials and/or debris. All areas affected by carting shall be protected as required. The Contractor is responsible for any damage to the Building incurred while storing and transporting debris.

C. The storage and staging of debris and construction materials shall not interfere with established circulation and egress patterns as required by Law.

D. Drains and drain covers are to be inspected by the Contractor on a daily basis to ensure that debris does not enter the drain. Drain lines shall be snaked by the

Contractor on a regular basis in areas where drains may become clogged with debris.

Failure to maintain drains clear may result in the Contractor’s acceptance of liability for damages caused by clogging or malfunctioning exterior drainage systems.

1.18 SUBMITTALS AND SUBSTITUTIONS

A. The Contractor shall make submittals as required by the Contract Documents, including necessary revisions and re-submittals as needed to achieve compliance with the specified requirements. See Materials Specifications for individual requirements for such submittals, including shop drawings, samples, and substitution requests.

B. Shop Drawings, Product Data, Samples, and similar submittals are not Contract

Documents.

C. The Contractor shall direct specific attention, in writing or on resubmitted

Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such written notice, the Architect’s approval of a resubmission shall not apply to such revisions.

D. Materials substituted for specified materials shall be first approved in writing by the

Architect. Approval is to be at the sole discretion of the Architect.

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1.19 WORK SCHEDULE

A. No work will be started before 9:00 AM Monday through Friday unless prior written authorization is received from the Architect and/or Owner. No work may be performed on Saturday and Sunday unless prior written authorization is received from the Architect and/or Owner. Work shall cease and all personnel shall be off the job site by 5:00 PM, except when otherwise required for security or protection reasons.

B. Unless otherwise instructed, the Contractor shall submit a job schedule within ten

(10) days of the award of the contract. This schedule is subject to review by the

Architect and shall be revised as the job progresses to reflect changes.

END OF SECTION

1B-1

SECTION 1B

INSTRUCTIONS TO BIDDERS

1.01 SUBMISSION OF BIDS

A. Unless otherwise directed in writing by Architect and/or Owner, Bids must be submitted electronically via PennBid at https://pennbid.bonfirehub.com

B. Questions regarding this project shall be submitted via the “Ask a Question” feature in PennBid

1.02 EXAMINATION OR SITE, DOCUMENTS, ETC.

A. Each Bidder shall visit the site of the proposed work and become fully acquainted with the conditions as they exist. It is each Bidders sole responsibility to fully understand the facility difficulties and restrictions attending the execution of the work under the contract. Each bidder shall also thoroughly examine and become familiar with the drawings and specifications. The failure or omission of any Bidder to receive or examine any form, instrument or document or to visit the site and become acquainted with the conditions there existing shall in no way relieve the Bidder from any obligation with respect to the bid submitted.

1.03 INTERPRETATION OF DOCUMENTS

A. No oral interpretations will be made to any other Bidder as to the meaning of the drawings and specifications. Every request for such an interpretation shall be made in writing and addressed and forwarded to the Architect. No inquiry received within four (4) days of the date fixed for opening of bids will be given consideration. Every interpretation made to a Bidder will be in the form of an Addendum to the Contract Documents which, if issued, will be sent as promptly as is practical to all persons to whom the Contract Documents have been issued. All such Addenda shall become part of the Contract Documents.

1.04 WITHDRAWAL AND MODIFICATION OF BIDS

A. Bids may be withdrawn on written request received from Bidder prior to the time fixed for opening.

B. Electronic e-mail or facsimile bids will not be considered, but modifications by e-mail or facsimile or in writing will be considered if received prior to the hour set for opening.

1B-2

1.05 REJECTION OF BIDS

A. The Owner reserves the right to reject any or all bids.

1C-1

SECTION 1C

SCOPE OF WORK

GENERAL WORK

Specifications sections “General Conditions” and “Special Requirements” form a part of this section and by this reference thereto shall have the same force and effect as if printed herewith in full and shall include all sections of this specification

Include for each work area all general conditions, mobilization, protection and staging as required to execute the work specified, including but not limited to scaffolding, pedestrian protection, rubbish removal, and protection of work adjacencies.

115 WEST BROAD STREET FACADE REPAIRS

1.1 Replace all shifted/loose/displaced slate in-kind at false mansard roof facing

West Broad Street. Restore damaged framing and replace metal gravel stop/flashing above slate roof.

1.2 Scrape, prime, and paint roof level wood cornice and decorative brackets to remain. Allow for 2-color paint scheme.

1.3 Power wash and repaint brickwork and original masonry elements at West

Broad Street facade.

1.4 Remove and legally dispose of non-historic metal cladding at projecting bay window and at storefront fascia overhang.

1.5 Stabilize and make secure roofing tiles above bay window.

1.6 Install new James Hardie siding and Azek trim at metal cladding replacement areas per drawings. All materials to be installed in strict accordance with manufactures’ latest written specifications. Colors to be selected by Architect and/or Owners from manufactures’ standard selections.

1.7 Scrape/prime/paint/re-caulk historic second floor wood windows to remain.

1.8 Replace non-historic third floor windows with approved double hung composite windows, Andersen 100 Series, or approved equal.

1.9 At ground floor, replace existing storefront with new clad windows, transom and doors as shown on elevation drawings.

1.10 Repair recessed entry walkway framing, subfloor, and install approved finish flooring as required.

1.11 Salvage retractable awning assembly for fabric replacement.

1.12 Install new outdoor lighting. Allow for the installation of four (4) approved recessed outdoor can lights to be installed at underside of storefront overhang.

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117 WEST BROAD STREET FACADE REPAIRS

2.1 Remove and legally dispose of existing windows, metal trim, and siding throughout West Broad Street Facade down to underlying sheathing.

2.2 Restore window opening framing where modified as required to reestablish original window sizes as shown on drawings.

2.3 At ground floor, remove existing veneer and modify openings as required to allow for new storefront windows, transoms, and doors.

2.4 Install new 5” exposure James Harding siding throughout. Color to be selected by Architect and/or Owners.

2.5 Install new Azek trim throughout as shown on drawings. Color to be selected by

Architect and/or Owners.

2.6 Install new approved GAF Timberline Asphalt shingle roofing at false mansard.

Reframe as required due to damage.

2.7 Replace existing windows with new composite windows, Andersen 100 Series, or approved equal.

2.8 Replace storefronts and reconfigure storefront base/bulkhead, signboard, and cornice with Hardie board panels, insulation, framing, and finishes per details.

2.9 Pricing to include new steel above storefront openings as required.

2.10 Install new outdoor lighting as shown on elevation drawings. Lighting to be

HTM Lighting 10" satin black RLM Fovero angle shade with gooseneck arm, or approved equal.

119-123 WEST BROAD STREET FACADE REPAIRS

3.1 Remove and legally dispose of existing windows, metal trim, and siding at West

Broad Street Facade down to underlying sheathing.

3.2 Restore window opening framing where required to reestablish original window sizes as shown on drawings.

3.3 At ground floor, remove existing veneer and modify openings as required to allow for new storefront windows.

3.4 Install new 5” exposure James Harding siding throughout. Color to be selected by Architect and/or Owners.

3.5 Install new Azek trim throughout as shown on drawings. Color to be selected by

Architect and/or Owners.

3.6 Install new approved GAF Timberline Asphalt shingle roofing at false mansard.

Reframe as required due to damage.

3.7 Replace existing windows with new composite windows, Andersen 100 Series, or approved equal.

3.8 Replace storefronts and reconfigure base/curb, signboard, and cornice with

Hardie cement board panels, insulation, framing, and finishes per details.

3.9 Pricing to include new steel above storefront openings as required.

3.10 Reframe two decorative balconies at street facade (no tenant access) with approved Trex “Transcend” balcony railings and decking.

3.11 Install new outdoor lighting as shown on elevation drawings. Lighting to be

HTM Lighting 10" satin black RLM Fovero angle shade with gooseneck arm, or

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206 WEST BROAD STREET / AMERICAN LEGION FACADE REPAIRS

4.1 Remove designated windows, glass block infill, and modify framing as required to reestablish select original window openings at locations shown on drawings.

4.2 Remove non-historic metal cladding at porch area and first story of West Broad facade as shown on drawings.

4.3 Remove front porch enclosure complete down to concrete landing to remain.

4.4 Remove brick wall behind memorial stone. Protect memorial to remain as required.

4.5 Reframe porch roof. Install new PVC decorative breadboard ceiling, brackets, and Trex “Transcend” balcony railings and decking.

4.6 Replace select existing windows with new composite windows, Andersen 100

Series, or approved equal.

4.7 Provide and install new front entry door with sidelights as shown on drawings.

4.8 Install new James Harding siding at front porch area. Exposure to match existing siding at remainder of facade.

4.9 Replace existing signage with new “non-illuminated” changeable letter civic message board (see Specifications Exhibit A) Pricing to include 5” 4000 PSI reinforced concrete slab for a complete installation.

4.10 Allow for the installation of two (2) new approved outdoor lights directed at signboard.

ADD/ALTERNATE NO. 1 – 206 WEST BROAD SITEWORK

A1.1 Remove and legally dispose of existing railroad tie retaining wall.

A1.2 Install new concrete block retaining wall and cap per drawings.

A1.3 Replace concrete stairs adjacent to retaining walls as indicated on drawings.

Include handrails, both sides.

ADD/ALTERNATE NO. 2 – 206 WEST BROAD REAR STAIR REPLACEMENT

A2.1 Remove and legally dispose of existing rear wood stair, landing, and railings.

A2.2 Install new steel stair. Posts, stringers, and railings to be painted black. Stair treads to be galvanized steel bar grating by McNichols or approved equal.

Submit shop drawings stamped by PA licensed PE for Architect’s review and approval.

2A-1

DIVISION 2 – SITE CONSTRUCTION

SECTION 2A

CONCRETE SIDEWALKS

PART 1 - GENERAL

Specification sections “General Conditions” and “Special Requirements” form a part of this section and by this reference thereto shall have same force and effect as if printed herewith in full and shall include all sections of this specification.

1.01 SUMMARY

A. This work shall consist of removal and replacement of reinforced concrete sidewalks to meet existing lines, grades and dimensions. Contractor shall perform all excavation, filling, demolition of existing sidewalks and preparation of subgrade and the furnishing and installing of forms, concrete, base, pavement cutting and restoration and other miscellaneous material and equipment required to finish the work.

B. Provide anti-spalling treatment on all exposed surfaces as specified hereinafter.

C. Curing and protection for winter conditions shall be as approved by Architect;

additional compensation for winter curing and protection shall be submitted to owner’s representatives for written approval before commencement of work.

1.02 ADMINISTRATIVE REQUIREMENTS

A. Conformance to Pennsylvania Department of Transportation Specifications:

All work and material shall be performed in accordance with Pennsylvania

Department of Transportation specifications and detail standards.

B. Compliance with Standard and Industry Specifications:

Any material or operation specified by reference to the published specifications of a manufacturer, The American Society for Testing and Materials (ASTM), the

American Concrete Institute (ACI), The Portland Cement Association, and The

Concrete Reinforcing Steel Institute, or other published standard, shall comply with the requirements of the current specifications or standard listed. (In case of conflicts between the referred specification or standards, the one having the more stringent requirements shall govern.)

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1.03 DELIVERY, STORAGE, & HANDLING

A. Contractor shall remove surface material at the location noted on the plans.

Contratcor shall store, guard and preserve all material suitable for re-use as may be required for backfilling, street reconstruction, curb construction, or other purpose.

B. Contractor shall be responsible for any materials scheduled for salvage and reinstallation if lost or damage through careless removal or improper storage. All demolished concrete, and stone walks, reinforcing steel, and bituminous pavement shall be removed from the site and legally disposed of by the Contractor.

PART 2 – PRODUCTS

2.01 MATERIALS

A. Crushed aggregate for sidewalk base shall be 2B crushed stone conforming to Section

703 and ASTM 4/85.

B. Concrete shall be air-entrained 4000 psi at 28 days. Air content at time of placement shall be 6% plus or minus 1% slump range from 2 inches to 4 inches. Design mix shall be submitted to the Architect at least 10 days in advance of concrete placement.

C. Expansion joint filler material shall be ¼” premoulded and shall conform to ASTM

Designation D1190.

D. Anti-spalling compound: Compound shall be EUCO-GUARD VOX as manufactured by Euclid or approved equal.

PART 3 – EXECUTION

3.01 PREPARATION / INSTALLATION

A. Excavation:

Contractor shall perform such excavation and demolition, including removal of existing sidewalk and filling including necessary borrow to replace unsuitable material as is necessary to establish the sub-grade elevation.

B. Forms:

Forms shall be of wood or metal, free from warp and of sufficient strength when staked to resist springing out of shape. Wood forms shall be minimum 2-inch

(nominal) planks.

C. Mixing:

All concrete shall be ready-mixed with “A-A” cement and in accordance with requirements of the A.C.I. Building Code 308. Ready mixed concrete shall be mixed and delivered to the project in accordance with ASTM Specification C94. In addition, the ready-mixed concrete producer shall furnish duplicate delivery tickets with each

2A-3 load of concrete delivered to the project. The delivery tickets shall indicate the delivery time of dispatch ad date; name and location of project; name of contractor;

name of ready-mixed concrete producer; truck number; number of cubic yards of cement in load; class of concrete; the cement content in bags per cubic yard of concrete; type and brand name of cement; admixtures in concrete, if any. One copy of each ticket shall be forwarded to the Architect.

D. Depositing Concrete:

1. Before placing concrete, all debris shall be removed from the places to be occupied by the concrete. Wood frames shall be thoroughly wetted (except in freezing weather) and the reinforcement cleaned of all coating. Formwork and the placement of reinforcement, pipes, sleeves, conduit, hangars, anchors and other inserts shall be inspected before any concrete is deposited.

2. Vibration shall be applied directly to the concrete unless otherwise approved by Architect. Vibration shall be applied at the point of deposit and in the area of freshly placed concrete. Secure even and dense surfaces, free from aggregate pockets or honeycomb, vibration shall be supplemented by hand spading in the corners and angles of forms and along form surfaces while the concrete is plastic under the vibratory action.

3. Concrete shall be mixed and placed according to Section 704.1.

4. After screeding and while the concrete is still plastic float the surface with wood cork or metal floats or with a power finishing machine. When the concrete has hardened so that water and fine material will not work into the surface, finish with a steel trowel to a smooth and even surface. Finish shall be broomed. Do NOT sprinkle dry cement or a mixture of dry cement and sand directly on the surface to absorb moisture or to stiffen the mix.

E. Joints:

1. Sidewalks shall be constructed in continuous slabs. These slabs shall be separated by a transverse premoulded expansion joint filler material, ¼ inch thick, for the full depth of the concrete.

2. Transverse premoulded expansion joint filler material shall also be placed adjacent to the existing structures and where directed. Where the sidewalk slab is to be constructed in contact with curbs, polyethelene film shall be placed between the existing curb and concrete to be poured.

3. The slabs between expansion joints shall be divided into blocks five feet in length, by tooling and edging transversely, unless otherwise shown on drawings.

4. Where slabs are more than 6 feet wide, they shall be tooled and edged longitudinally as directed.

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5. Transverse and longitudinal division shall extend for a depth of at least one-third the thickness for full width or length of the concrete.

6. At joints where new sidewalks or driveway aprons abut existing or reconstructed sidewalks or driveway construction, Contractor shall install ¼ inch thick asphalt filler expansion joint. All junctions between existing driveways and sidewalks and new sidewalk construction shall be made in a neat and workman like manner with joints paralleling the public right-of-way.

7. The width of the sidewalk shall remain constant and not be adjusted to meet existing localized conditions unless approved by Architect.

F. Concrete Finish:

Concrete sidewalks shall receive fine broom finish and shall be edged on all sides with 3” to 4” edging tool. If directed by the Architect, contractor shall prepare a 5’ x

5’ sample of sidewalk for approval of finish prior to placing of sidewalks included in this contract.

G. Removal of Forms:

Upon removal of forms, the Architect shall be notified by Contractor in order that an inspection may be made of the newly-stripped surfaces prior to patching. Freshly-stripped surfaces shall not be pointed up or touched in any manner before inspection by Architect.

H. Patching Formed Surfaces or Exposed Concrete:

After the forms are removed, all ties or spreaders shall be cut back to the depth of approximately 1½ inches. Any honeycombed concrete shall be cut back to sound concrete. These openings shall be grouted, and then filled with a mortar of 1 part

Portland cement and 2 parts sand, mixed with a solution of 1 part of liquid integral waterproofing to 10 parts of water. All patching to be done in accordance with

Architect’s directions.

I. Curing:

The sidewalk shall be cured and protected as specified in Section 501.3(n) except membrane curing shall not be permitted. The curing compound shall conform to the requirements of Section 711.2(b) and shall be compatible with the Anti-spalling

Compound.

J. Anti-Spalling Compound:

All new finished concrete on exposed horizontal and vertical surfaces shall receive two coats of anti-spalling compound. Surface preparation precautions, and application procedures shall be in strict compliance with manufacturer’s detailed instructions. The compound shall not be applied to concrete surfaces where the curing compound is still present.

5A-1

DIVISION 5 - METALS

SECTION 5A

MISCELLANEOUS METALS

1.01. GENERAL

A. Specification sections “General Conditions” and “Special Requirements” form a part of this section and by this reference thereto shall have same force and effect if printed herewith in full and shall include all sections of this specification.

1.02. WORK INCLUDED

A. The work covered by this section consists of furnishing all labor and materials, equipment and appliances necessary to complete all miscellaneous metal work in strict accordance with this section of the specifications and the drawings, including generally metal items of a utilitarian nature, as well as certain items of structural framing (see schedule of items herein specified).

1.03. MATERIALS

A. Structural Steel shall conform to ASTM 36. Bolts ASTM A 325N.

B. Malleable iron shall conform to ASTM A47.

C. Steel tubing shall, if not otherwise be noted, be standard weight.

D. Other materials shall be the best commercial quality except as more particularly specified.

1.04. SHOP PAINTING AND GALVANIZING

A. After fabrication, miscellaneous iron and steel not specified to receive other finish shall be thoroughly cleaned of all loose rust, scale, dirt and foreign matter by wire brushing or sandblasting and solvent cleaning or other effective means and painted all over except on any surfaces to be encased in concrete. Apply paint only when surfaces are dry and temperature is at least 45 degree F.

B. Inside of box members and other surfaces not accessible after assembly or erection shall be given a second coat of the same paint, tinted with 4-ounces of lampblack per gallon, after first coat is completely dry.

C. Paint for shop painting shall be as specified by manufacturer.

D. All galvanizing, if not otherwise specified, shall be done by the hot-dip process after fabrication. Work shall be galvanized in the largest practicable units in accordance

5A-2 with ASTM A123 and A386 as applicable and observing precautions as in ASTM

Recommended Practice A384 and A385.

E. Welds and abrasions on galvanized metal shall be cleaned and touched up with zinc-rich paint.

1.05. SHOP DRAWINGS

A. Submit complete, detailed shop and erection drawings of complex details and configurations for approval before beginning fabrication or delivery of materials.

1.06. SCHEDULE OF ITEMS

A. Steel Lintels

1.07. LINTELS AND SHELF ANGLES

A. Provide structural steel angle lintels where required over openings in masonry.

Lintels shall be of size as indicted or required to carry loads and at least 16-inches longer than width of opening.

1.08. WELDING

A. All welds shall be ground smooth and flush. Finish shall be shop prime paint as indicated and final coats of paint field-applied as specified in Section 9D Painting and Finishing.

1.09. FIELD TOUCH-UP

A. After delivery in field, clean and touch up any damaged or abraded areas in shop prime coat that will not be accessible after erection. When erection is completed, clean and touch up any other such areas. Use same kind of paint used in shop, tinted with 4-ounce of lampblack per gallon.

B. Damaged or abraded areas on galvanized surfaces shall be cleaned and touched up in the field with zinc-rich paint.

1.10. MEASUREMENTS

A. Obtain or check all necessary measurements at the job and assume full responsibility for proper fit of all this work.

1.11. WORKMANSHIP

A. Workmanship shall be first class in all respects.

B. Edges shall be straight and true; angles sharp; and surfaces smooth; and all shearing and punching shall leave clean, true edges and surfaces.

5A-3

C. All work shall be neat and smooth and made strong, stiff and rigid. Joints shall be strong and secure. Exposed rivets, bolts, and screws shall be countersunk. Provide lock washers for all bolts.

D. All steel angles and brick shelves shall be pitched slightly for drainage. Steel angles or brick shelves which are ‘back-pitched’ will be rejected and redone.

E. Fastenings shall be concealed where possible. Exposed welds shall be ground smooth. Exposed rivets, bolts, and screws shall be countersunk. Provide lock washers for all bolts.

F. Furnish to others for installation, all necessary anchors, bolts, inserts and other items, in connection with miscellaneous metal work, which are to be built into other work.

Whenever possible, use expansion bolts and anchors for securing miscellaneous metal work to masonry.

G. Do all drilling, tapping, cutting and fitting required for installation or attachment of engaging work, and furnish bolts, screws or other fastenings as necessary for attachment of other work to miscellaneous metal.

6A-1

SECTION 6A

CARPENTRY AND MILLWORK

of this section and by this reference thereto shall have same force and effect as if printed herewith in full and shall include all sections of this specification.

A. The work of this section includes all carpentry and millwork required to complete the work as generally listed below, but it is not necessarily limited thereto:

1. Installation of clad wood doors, windows, frames and trim

2. Installation of rough hardware

3. Installation of finish hardware

4. Installation of rough blocking, wood inserts, furring and nailing strips

1.03. WORK NOT INCLUDED

A. The following items are included in other sections of these specifications as noted below:

1. All proprietary products shown on drawing and specified herein including but not limited to James Hardie, Azek, and Trex, are to be installed in struct accordance with manufacturers’ latest written specifications.

2. Furnishing of finish hardware except as herein specified

3. Glazing of doors and/or windows

4. Painting and staining

1.04. STANDARDS AND SPECIES OF LUMBER

A. All Lumber shall conform to the current published standards of the following associations or agencies, as applicable unless otherwise specified herein:

1. ASTM Designation D-245

6A-2

2. APA – Flooring – 3/4” tongue and groove fir plywood, stagger end joints, butt panels with 1/32” space; glue with PL 400 or equal, nail with 8 common or 6d ring or screw shank.12” o.c. through panel.

3. APA – OSB sheathing – walls 7/16” w/ 8 d nails 4” o.c. edge, 12” o.c. through panel. Roof - 5/8” T & G (19/32”) w/ 8d common or 6d ring or screw nails 12 “ o.c. if glued or 6” o.c. edge and 10 “o.c. intermediate without glue

4. U.S. Commercial Standards CS45 or CS122.

B. The following species of lumber shall be used as noted below

1. SPF – Spruce, Pine, Fir No. 2; kiln dried

a. Framing Lumber – 2x4, 2x6, 2x8 where shown on drawings.

2. SPF – Spruce, Pine, Fir No. 2 grade, pressure treated

a. Grounds – Wherever wood is in contact with Masonry.

3. Clear poplar

a. Handrails, sills and wood push bars (poplar) as shown on drawings

1.05. MOISTURE CONTENT

A. Boards and dimension lumber not over 2 inches in nominal thickness shall be kiln-dried and moisture content shall not exceed 19%.

B. Moisture content of lumber over 2 inches in nominal thickness shall conform to the rules of the association under which it is graded and may be incorporated in the structure without further seasoning. Exterior and interior finishing lumber shall be kiln-dried and, at the time of delivery to the building site, the moisture content shall not exceed 12% for material one inch or less in thickness, and shall not exceed 14% for material over one inch thick. Millwork, which is assembled or built-up, of more than one piece at the mill, except doors, shall have a moisture content not in excess of

12%.

1.06. PRESSURE TREATMENT AND PRESERVATIVE

A. Wood blocking at edges of ventilator curbs and nailers used in conjunction with roofing and masonry work shall be given a pressure preservative treatment in a closed retort. Material must be equal to Wolmanized Natural Select Wood. The treatment shall conform to AWPA Standards, and the minimum net retention of preservatives shall be as specified hereinafter. Chemonite (ammoniacal copper arsenite), coal tar creosote or creosote solutions shall not be used. Preservatives selected must be compatible with roofing membrane.

6A-3

B. Preservative: Copper Azole (CA-B)

C. Minimum Net Retension: 21pcf

7A-1

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

SECTION 7A

SHINGLE ROOF AND FLASHING

of this section and by this reference thereto shall have some force and effect as if

A. The work in this section includes all roofing and flashing work as shown on the drawings and specified herein and includes but is not necessarily limited to the following:

A. Fiberglass-Based Asphalt Shingles – Style and warranty as shown on the drawings and as specified herein.

B. Asphalt-Saturated Roofing Felt – ASTM D-226-81 organic, unperforated, 36” wide, or

C. Mineral-Surfaced Roll Roofing – For use as starter course or vent flashing flange.

D. Smooth-Surfaced Roll Roofing – For use with closed valley application.

E. Hip and Ridge Shingles – Manufacturer’s standard factory pre-cut units.

F. Ridge and Soffit Vents – To match or exceed existing ventilating capacity.

G. Fasteners:

1. Nails: Hot galvanized or aluminum 11 or 12 ga. Barbed shank, 3/8” head, sharp pointed conventional, of sufficient length to penetrate a least ¾” into solid decking, or to penetrate through plywood sheathing.

2. Staples: All staples are to be pneumatically-applied, zinc-coated, 16-gauge minimum crown width 15/16” and sufficient length to penetrate ¾” into solid decking or through plywood sheathing.

H. Bituminous Plastic Cement – SS-C-153C, Type 1, Class A and Type 1, Class B, subject to possible exceptions.

7A-2

I. Metal flashing shall be 20 gauge aluminum flashing, unless otherwise noted on details.

J. Drip edge shall be Alcoa F9SI, .024” aluminum with baked enamel finish; color as selected by the Architect.

K. Gutter and leaders shall be 0.040 (minimum) with approved finish, straps, and hangers. Size to match or exceed existing. Provide section detail samples to Architect for approval.

1.04. QUALITY ASSURANCE

A. Acceptable Manufacturers: Minimum of five years experience in manufacture of fiber glass shingles.

B. Underwriters Laboratories Labels:

1. Class A Label

2. Wind Resistant Label

C. Install shingles to meet requirements of written GAF instructions.

1.05. SAMPLES AND MANUFACTURER’S LITERATURE

A. Samples:

1. Shingles: Two or each style selected indicating full range of color.

2. Roll Roofing: Tow pieces, 12 in. x 12 in. indicating full range of color.

B. Manufacturer’s Literature: Material description and recommended installation procedures, including but not limited to installation details for eave, rake, hip, valley and pipe penetration conditions.

1.06. PRODUCT DELIVERY STORAGE AND HANDLING

A. Deliver materials with manufacturer’s labels intact and legible.

B. Deliver materials in sealed packages with Underwriters Laboratories Inc. labels.

C. Store materials on raised platforms and protect with coverings at outdoor locations.

D. Do not stack bundles of shingles more than four feet high. Store rolled goods on end.

1.07. JOB CONDITIONS

A. Do not install underlayment or shingles on wet surfaces.

7A-3

B. Do not apply shingles when air temperature is below 40 degrees.

1.08. PREPARATION

A. Assure that surfaces to which shingles are to be applied are uniform, smooth, sound, clean, dry and free of irregularities.

B. Verify that installation of metal flashings has been completed.

C. Verify that work of other trades that penetrate roof deck has been completed.

D. Do not start work until all unsatisfactory conditions have been corrected.

1.09. APPLICATIONS – FELT UNDERLAYMENT

A. Decks with slope 4 inches in 12 inches or greater:

1. Fasten metal drip edge along the bottom edge (leaves) before felt is laid and to the sides (rakes) after the felt is laid.

2. Lay one layer of felt horizontally over entire roof, lapping each course over lower course 2” minimum at horizontal joints, and 4” side lap at end joints.

3. Lap felt 6” from both sides over hips and ridges.

4. Secure underlayment to deck with sufficient fasteners to hold in place until shingles are applied.

5. For winter ice-dam protection applications: in addition to A-1 through A-4 above, over the felt apply eaves flashing strip of heavy roll roofing to overhand drip edge ¼” and extend to a point 24 minimum inside the interior wall line of building. If horizontal lap is required, it must occur outside the wall line and cement to the underlayment.

1.10. APPLICATION – CLOSED VALLEY FLASHING

A. Where a closed cut valley is required, lay a 36” wide valley liner of smooth surface roll roofing or heavier. Fasten on outer edges only.

B. Lay all shingles on one side of valley and across center line of valley a minimum of

12”. Fasten a minimum of 6” away from center line on each side of valley.

C. Strike a chalk line 2” from the center line of the unshingled side. Apply shingles on the unshingled side up to chalk-line and trim, taking care not to cut the underlying shingles. Trim upper corners of these shingles, cement and fasten.

D. Woven type valleys are an acceptable alternate.

1.11. APPLICATION – STEP FLASHING

7A-4

A. Used on the sides of chimneys, dormers and walls. Cut metal flashing pieces 7” x 10” and bend in half, 7” x 5” each side.

B. Fasten each flashing piece to the roof at the edge with two roofing fasteners. Apply shingles on top of metal set in Black Plastic cement.

C. To allow for possible roof movement, do not fasten flashing to wall or chimney.

Carry a metal cap or the wall siding material down over the step flashing.

1.12. APPLICATION – MASONRY WALLS AND CHIMNEYS

A. Apply shingles up to base of wall or chimney using vertical front wall base flashing in front of wall or chimney and step flashing (as covered previously) along sides.

B. For chimney’s cut base flashing for upper and lower side. Set in Black Plastic

Cement. The lower flashing only goes on top of the shingles. For chimneys in the plane of the roof install a cricket at the rear (up slope).

C. Insert a metal counter flashing into the mortar joint and bend down over the step and base flashing.

1.13. APPLICATION – VENT PIPES

A. Apply shingles up to vent pipe cut hole in next shingle to go over pipe. Set the shingle in Black Mastic Cement.

B. A flashing flange of mineral surfaced roofing or metal is cut and places over shingle and vent pipe, set in Black Mastic Cement. Performed flashing flanges are an acceptable alternative.

C. Cut remaining shingles around pipe and set in Black Mastic Cement.

1.14. APPLICATION – STARTER STRIP/CHALK LINES

A. Starter strip:

1. Apply 9” minimum wide mineral surfaced roll roofing even with low edge of eaves.

B. Chalk Lines:

1. Snap chalk lines to guide application and maintain level lines parallel with the eaves and ridge.

2. Hip Roofs: Strike vertical chalk line. Apply shingles left and right as described in the application instructions.

7A-5

C. Trimming Shingles:

1. Gable Roofs: Cut-off at rakes allowing ½” overhand

2. Hip Roofs: Cut-off even with hips.

1.15. APPLICATION – SOFFIT AND RIDGE VENTILATION:

A. Preparation:

1. Remove and replace fascia as required to expose rafter ends / tails.

2. Remove existing dormer-type louver vents complete. Close openings with new exterior grade plywood or approved wood sheathing boards over 2X wood framing as required.

B. Installation:

1. Secure new wood nailer to rafter tails as required to allow for installation of continuous three (3) inch soffit vent.

2. Install new continuous ridge vent as required to match or exceed existing ventilating capacity.

7B-1

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

SECTION 7B

EXTERIOR CAULKING

A. The work in this section includes the following caulking within designated work areas:

1. Around exterior windows and frames

2. Around exterior louvers and grilles

3. Around exterior door frames and other hollow metal framed openings

4. Reglets in masonry where caulking is necessary to seal same

5. At all building control joints and expansion joints and around penetrations in walls

6. Between water dam and masonry at roof perimeter fascia

7. Whenever else shown on drawings or required and as specified herein

8. Remove existing caulk, clean and prime all surfaces before new caulking is installed

A. All caulking for exterior use shall be a 1-part moisture curing, reactive Oligomeric, polyurethane sealant meeting Federal Specification TT-S-00230C, Class 25, Use NT, M, A and O, such as Tremco DyMonic, as manufactured by Tremco, Incorporated, Cleveland, Ohio, or Sonolastic NP-1 by Sonneborn Inc. or equal approved by

Architect.

B. For all joints where concrete sidewalk abut building use a 3-part chemically curing polyurethane meeting Federal Specification TT-S-0027E, Class A, Type (self-leveling), and/or ASTM C920-79, Type M, Grade P, Class 25, Use T, M, A and 0, such

7B-2 as THC-900, as manufactured by Tremco Incorporated, Cleveland, Ohio, or equal by

Sonneborn or equal approved by the Architect.

C. Primer for sealants shall be as recommended by sealant manufacturer.

D. Joint filler for sealant shall be a closed cell, non-absorbent, non-staining material such as Ethafoam as manufactured by Dow.

E. Bond-breakers shall be as recommended by the sealant manufacturer.

F. Materials shall be delivered to the job in sealed containers with the manufacturer’s original labels attached.