Technical Specification Walkway To The Sea New Shanty Project · B. Owner: Town Of Barnstable C....

Reissued 4/20/17

RE-ISSUED 4/20/17 Final

Technical Specification

Walkway To The Sea

New Shanty Project

Reissued 4/20/17

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Reissued 4/20/17

INDEX

01100 - SUMMARY 2 Pages

01230 - ALTERNATES 2 Pages

01300 - ADMINISTRATIVE REQUIREMENTS 4 Pages

01500 - TEMPORARY FACILITIES AND CONTROLS 2 Pages

01701 - EXECUTION AND CLOSEOUT REQUIREMENTS 4 Pages

01732 - SELECTIVE DEMOLITION 2 Pages

02100 - SITE PREPARATION 4 Pages

02230 - SITE CLEARING 2 Pages

02780 - UNIT PAVERS 6 Pages

02810 - IRRIGATION SYSTEMS 2 Pages

02920 - LAWNS AND GRASSES 2 Pages

03300 - CAST IN PLACE CONCRETE 4 Pages

05500 - METAL FABRICATIONS 4 Pages

06100 - ROUGH CARPENTRY 4 Pages

06200 - FINISH CARPENTRY 2 Pages

07131 - SELF ADHEARING SHEET WATERPROOFING 2 Pages

07311 - ASPHALT SHINGLES 6 Pages

07460 - SIDING 2 Pages

07920 - JOINT SEALANTS 2 Pages

08300 - EXTERIOR FIBERGLASS DOORS AND FRAMES 2 Pages

08710 - DOOR HARDWARE 4 Pages

08561 - VINYL WINDOWS 2 Pages

09910 - PAINTING 2 Pages

10523 - FIRE EXTINGUISHERS 2 Pages

16051 - ELECTRICAL 2 Pages

Reissued 4/20/17

SUMMARY 01100 - 1

SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Project: Site Improvements On The Walkway To The Sea

Ruth Rusher Park, Hyannis, Massachusetts

B. Owner: Town Of Barnstable

C. Architect: Department Of Public Works, Town Of Barnstable

1. The intent of this project is the installation of Five new shed structures on new

concrete foundations and slabs. Work to be completed by June 15, 2017. 2. The work includes without limiting the generality thereof, construction of three

new wood frame sheds as shown on the drawings and specification as the base bid. Work will include but is not limited to, site work, excavation, concrete foundation and slab installation, wood exterior framing of walls and roof, sheathing, siding, asphalt roof shingle installation, painting, fiberglass door and vinyl window installation, brick walk work. All site and building electrical work is by others.

This contractor to have the project completed July 1, 2017

Alternates: There is four alternate to be carried as part of this project. Alternate 1: Consists of the installation of one additional concrete foundation. Alternate 2: Consists of the installation of one additional shed including all work required for it's installation on Alterate 1 foundation. Alternate 3: Consists of the installation of one additional concrete foundation. Alternate 4: Consists of the installation of one shed including all work required for it's installation on Alternate 3 foundation.

D. Owner-Furnished Items: Electric service and interior electric work as well as utility connection charges will be installed and paid for by the Owner. This contractor to coordinate work of his contract with the owner's electric system installation. Underground Irrigation work will be performed by the Owner.

E. Work Under Other Contracts: None

SUMMARY 01100 - 2

1.2 WORK RESTRICTIONS

A. Contractor's Use of Premises: The existing water department building, underground utilities including water piping, and filter systems will remain in use and occupied during construction activities. This contractor shall take necessary precautions to protect the public from all construction, excavation, demolition operations. Contractor's use of premises is also limited by Owner's right to perform work or employ other contractors on portions of Project.

1. Perform construction only between the hours of 7 AM to 7 PM including weekends unless otherwise agreed to in advance by Owner. Clean up work areas and return to a useable condition at the end of each work period.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01100

ALTERNATES 01230 - 1

SECTION 01230 - ALTERNATES PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS

A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications.

B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section.

C. Coordinate work with that of all other trades affecting or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under Contract.

D. It is the intent of the Specifications and the Drawings to require that all the material, labor, and equipment be furnished complete in every respect, and that this Contractor shall provide all material, labor, and equipment needed and usually furnished in connection with such systems to provide a complete installation including all demolition, disposal, and patching of adjacent surfaces. Materials, equipment, and articles incorporated in the work shall be new and of the best grade of their respective kinds.

1.02 ALTERNATE SCOPE A. This Section lists the Alternates which appear in the Contract Documents. Consult

the individual sections of the detailed requirements of each Alternate. B. Bid prices for each Alternate shall include overhead, profit, and all other expenses

incidental to the Work under each Alternate. C. The Contractor and Subcontractors shall be responsible for examining the scope

of each Alternate generally defined herein and for recognizing modifications to the Work caused by the Alternates and including the cost thereof in the bid price. 1. ADD ALTERNATE #1:

a. Installation of one additional concrete shed foundation and slab.

2. ADD ALTERNATE #2: a. Installation of one additional shed complete on alternate 1 foundation.

3. ADD ALTERNATE #3: a. Installation of one additional concrete shed foundation and slab

4. ADD ALTERNATE #4:

a. Installation of one additional shed complete on alternate 3 foundation

END OF SECTION

ALTERNATES 01230 - 2

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ADMINISTRATIVE REQUIREMENTS 01300 - 1

SECTION 01300 - ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 PROJECT MANAGEMENT AND COORDINATION

A. Coordinate construction to ensure efficient and orderly installation of each part of the Work.

B. Schedule and conduct progress meetings at Project site at week intervals. Notify The Owner's Project Manager of meeting dates and times. Require attendance of each subcontractor or other entity concerned with current progress or involved with planning or coordination of future activities.

1. Contractor will record minutes and distribute to everyone concerned.

1.2 SUBMITTAL PROCEDURES

A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

1. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

2. Submit three copies of each submittal. Owner's Project Manager will return one copy.

3. Owner's Project Manager will discard submittals received from sources other than Contractor.

B. Place a permanent label or title block on each submittal for identification. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Owner's Project Manager. Include the following information on the label:

1. Project name. 2. Date. 3. Name and address of Contractor. 4. Name and address of subcontractor or supplier. 5. Number and title of appropriate Specification Section.

C. Identify deviations from the Contract Documents on submittals.

D. Contractor's Construction Schedule Submittal Procedure: Submit [two] copies of schedule within ten (10) days after notice to proceed.


PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. Product Data: Mark each copy to show applicable products and options. Include the following:

1. Manufacturer's written recommendations, product specifications, and installation instructions.

2. Printed performance curves and operational range diagrams. 3. Testing by recognized testing agency. 4. Compliance with specified standards and requirements.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36 inches. Include the following:

1. Dimensions and identification of products. 2. Fabrication and installation drawings and roughing-in and setting diagrams. 3. Wiring diagrams showing field-installed wiring. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement.

C. Samples: Submit Samples for review of kind, color, pattern, and texture and for a comparison of these characteristics between submittal and actual component as delivered and installed. Include name of manufacturer and product name on label.

2.2 INFORMATION SUBMITTALS

A. Qualification Data: Include lists of completed projects with project names and addresses, names and addresses of the Owner's Project Manager, and other information specified.

B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type schedule within ten (10) days of the notice to proceed.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.


PART 3 - EXECUTION

3.1 SUBMITTAL REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to the Owner's Project Manager

B. Owner's Project Manager will review each action submittal, make marks to indicate corrections or modifications required, stamp and mark as appropriate to indicate action taken, and return copies less those retained.

3.2 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Distribute copies of approved schedule to Owner's Project Manager, subcontractors, testing and inspecting agencies, and parties identified by Contractor with a need-to-know schedule responsibility. When revisions are made, distribute updated schedules to the same parties.

B. Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. As the Work progresses, indicate Actual Completion percentage for each activity.



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TEMPORARY FACILITIES AND CONTROLS 01500 - 1

SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Use Charges: Cost or use charges for temporary facilities shall be included in the Contract Sum.

B. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for connecting to existing electric service.

PART 2 - PRODUCTS

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. General: Electric power is not available from Owners existing electric service. Arrange with utility company, Owner, and existing users for time when connections for temporary services can be made.

B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities.

C. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

3.2 TEMPORARY SUPPORT FACILITIES

A. The Owner will not provide space for use by the Contractor as an office. There is space on the property for contractor supplied site trailer or storage units, Locations as directed by the Owner's Project Manager.

B. Weekly job meetings will be held at the job site.

C. A project trailer is not required for this project.

D. Provide Storage and fabrication sheds, and other support facilities as necessary for construction operations.

E. Provide chain link fencing as required to protect the public from construction activities and to safeguard project equipment and facilities.

TEMPORARY FACILITIES AND CONTROLS 01500 - 2

F. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Collect waste daily and, when containers are full, legally dispose of waste off-site. Comply with requirements of authorities having jurisdiction.

3.3 TEMPORARY SECURITY AND PROTECTION FACILITIES

A. Provide temporary environmental protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Provide methods to control dust, dirt, fumes and noise.

C. Furnish and install site or building enclosure in a manner that will prevent people and animals from easily entering site.

3.4 TERMINATION AND REMOVAL

A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, remove temporary utilities.

B. Remove temporary facilities and controls no later than Substantial Completion.


EXECUTION AND CLOSEOUT REQUIREMENTS 01701 - 1

SECTION 01701 - EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 - GENERAL

1.1 CLOSEOUT SUBMITTALS

A. Record Drawings: Maintain a set of prints of the Contract Drawings as Record Drawings. Mark to show actual installation where installation varies from that shown originally.

1. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

2. Record drawings to be submitted to the Owner's Project Manager prior to substantial completion.


PART 3 - EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, plumb, smooth, clean, and free of deleterious substances; substrates within installation tolerances; and application conditions within environmental limits. Proceed with installation only after unsatisfactory conditions have been corrected.

B. Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to property survey and existing benchmarks.

C. Take field measurements as required to fit the Work properly. Where fabricated products are to be fitted to other construction, verify dimensions by field measurement before fabrication and, when possible, allow for fitting and trimming during installation.

3.2 CUTTING AND PATCHING

A. Do not cut structural members or operational elements without prior written approval of Owner's Project Manager.

B. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections.


3.3 INSTALLATION

A. Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned with other portions of the Work. Clean exposed surfaces and protect from damage.

B. Clean Project site and work areas daily, including common areas.

3.4 FINAL CLEANING

A. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion: 1. Clean Project site, yard, and grounds, in areas disturbed by construction

activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface.

3.5 CLOSEOUT PROCEDURES

A. Substantial Completion: Before requesting Substantial Completion inspection, complete the following:

1. Prepare a monetized list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, maintenance service agreements, and similar

documents. 4. Submit Record Drawings and Specifications and similar final record information. 5. Remove temporary facilities and controls. 6. Complete final cleaning requirements. 7. Touch up and otherwise repair and restore marred exposed finishes to eliminate

visual defects.

B. Submit a written request for inspection for Substantial Completion. On receipt of request, Owner's Project Manager will proceed with inspection or advise Contractor of unfulfilled requirements. Owner's Project Manager will prepare the Certificate of Substantial Completion after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued.

C. Request inspection for Final Completion, once the following are complete:

1. Submit a copy of Substantial Completion inspection list stating that each item has been completed or otherwise resolved for acceptance.

2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

D. Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected.


E. Submit a written request for final inspection for acceptance. On receipt of request, Owner's Project Manager will proceed with inspection or advise Contractor of unfulfilled requirements. Owner's Project Manager will prepare final Certificate for Payment after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued.

END OF SECTION 0170


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SELECTIVE DEMOLITION 01732 - 1

SECTION 01732 - SELECTIVE DEMOLITION

PART 1 - GENERAL


A. Items indicated to be removed and salvaged remain Owner's property. Remove, clean, and deliver to Owner's designated storage area.

B. Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction.

C. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

D. See appropriate sections of this specification for information regarding the extent of hazardous materials encountered for this project. It is not expected that the contractor will encounter asbestos containing materials (ACM). Work of this contract is not expected to disturb or remove Asbestos Containing Materials. Removal of Asbestos Containing Material is NOT included as part of this contract.


PART 3 - EXECUTION

3.1 DEMOLITION

A. Portions of the existing irrigation system will be modified and or removed by this contractor. Coordinate with the Owner before removing portions of the existing irrigation systam. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

B. Locate, identify, shut off, disconnect, and cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

C. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

D. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain or construction being demolished.

SELECTIVE DEMOLITION 01732 - 2

E. Provide temporary weather protection to prevent water leakage and damage to structure and interior areas.

F. Protect walkways, storm drainage systems, lawns, plantings, trees, sprinkler systems, electric services, and other existing work items that are to remain. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

G. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials.


SITE PREPARATION 02100 - 1

SECTION 02100 - SITE PREPARATION

PART 1 - GENERAL

1.1 SCOPE OF WORK

A. Install sedimentation and erosion controls as shown on the Drawings. Removal and disposal of existing vegetation within the existing areas of work as required for construction of improvements (as approved by Owner) and removal of other materials indicated to be removed, including tree removal, stripping existing sub-soils, removal and disposal of footings and appurtenances, removal and salvage of existing brick pavers, removal of site debris and unsuitable materials to approved off-site locations. Include removal and disposal of existing pavements and sub-base in paved areas not to be replaced with new pavement. Re-grade building areas as shown on the drawings.

B. Existing site features and facilities to be removed and disposed include, but are not limited to, the following: vegetation, debris, concrete slabs, and bituminous concrete pavement.

C. Protection from injury or defacement of and vegetation to remain, including pavements, utilities, signs, existing sprinkler system, off-site pavements to be retained/protected, and other objects indicated by the Owner to be preserved.

D. Removal and legal disposal of incidental excess and unsuitable fill materials, boulders and vegetation and other items not indicated on the Drawings to be protected.

E. Furnish and install temporary construction fence as needed to prevent unauthorized public access to construction site until all work is completed.

F. Contractor shall coordinate installation of water line and fountain connection and other work by others under separate contract or by Owner, as approved by Owner.

1.2 RELATED WORK

A. Special Provisions is included in Section 01170.

B. Earthwork is included in Section 02200.

1.3 REFERENCE STANDARDS

A. Except as otherwise specified herein, the material and construction shall be in accordance with the Massachusetts Department of Transportation Standard Specifications for Highways and Bridges (SSHB) of the Commonwealth of Massachusetts, latest edition, including addenda.


1.4 SUBMITTALS

A. Submit for review by Owner, a comprehensive schedule indicating proposed methods and sequence of operations for site preparation work prior to commencement of actual activities. Utilize Project Schedule Requirements herein.

1.5 PRESERVATION OF PROPERTY

A. Any damage to structures, pavements, water or any other pipes, mains, conduits, overhead or underground utility wire, and any other property shall be repaired at no cost to the Owner. Should any damage or injury be caused by the Contractor or anyone in his employ, or by work under this Contract, the Contractor shall at his own expense, make good such damage and assume responsibility for such damage and assume responsibility for such injury without cost to the Owner.

PART 2 - PRODUCTS

2.1 TEMPORARY CONSTRUCTION FENCE

A. Temporary construction fence shall be as specified in Section 01500 – Temporary Facilities.

PART 3 - EXECUTION

3.1 PROJECT SCHEDULE REQUIREMENTS

A. Conform to project schedule requirement in Section 01300.

3.2 EXISTING CONDITIONS

A. Existing materials shall be removed and disposed to a depth sufficient to accommodate a complete, continuous installation of new subsurface and surfacing materials including complete base preparation as shown on the Drawings and as specified herein.

B. All materials to be removed, relocated, and reinstalled shall be cleaned and stored in a secure, dry location immediately upon removal.

C. Any materials to be turned over to the Owner shall be cleaned and delivered to a location in Barnstable as approved by the Owner.

3.3 PROTECTION

A. Protect and maintain protection until all work in the vicinity has been completed.


B. Protect and maintain existing improvements indicated on the Drawings to remain in place. At completion of site clearing work, restore any damaged improvements to their original condition, to the satisfaction of the Owner or other parties or authorities having jurisdiction.

C. Some extension and modification to the existing brick walk will be required. This contractor to salvage portions of the existing walk that will be disturbed. New walk areas to tie into the existing walk. Pavers to match existing.

3.4 ACCESS

A. Restrict construction activities to those areas within the limits of construction designated on the Drawings. Adjacent properties and improvements thereon, public or private, which become damaged by construction operations shall be promptly restored to their original condition, to the full satisfaction of the property Owner.

B. Areas outside the limits of work shall be protected from damage and no equipment or materials shall be stored in these areas without approval of Owner.

C. Access to site shall be confirmed with the Owner(s) at the preconstruction meeting.

3.5 SITE SECURITY

A. Contractor shall be responsible to secure work areas during construction period including providing temporary fencing along limit of work, if necessary to prevent public access to areas of active construction

END OF SECTION


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SITE CLEARING 02230 - 1

SECTION 02230 - SITE CLEARING

PART 1 - GENERAL


A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.

B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated.

C. Notify utility locator service: (DIG SAFE at 1-888-344-7233) before any site clearing.

D. Do not begin site-clearing operations until temporary erosion and sedimentation control measures are in place.


PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance.

B. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to the drawings and requirements of authorities having jurisdiction, whichever is more stringent.

C. Protect site improvements to remain from damage. Restore damaged improvements to condition existing before start of site clearing.

D. Locate and clearly flag trees and vegetation to remain or to be relocated.

E. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth, as determined by arborist.

F. Do not store materials or equipment or permit excavation within drip line of remaining trees.

G. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed.

1. Arrange with utility companies to shut off indicated utilities.

SITE CLEARING 02230 - 2

3.2 SITE CLEARING

A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots.

B. Strip topsoil. Stockpile topsoil that will be reused in the Work.

1. Stockpile surplus topsoil to allow for respreading deeper topsoil.

C. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction.

D. Remove slabs, paving, curbs, and aggregate base as indicated.

1. Neatly saw-cut length of existing pavement to remain before removing existing pavement.

E. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials in 6-inch thick layers to density of surrounding original ground.

F. Dispose of waste materials, including trash, debris, and excess topsoil, off Owner's property. Burning waste materials on-site is not permitted.

1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities.


UNIT PAVERS 02780 - 1

SECTION 02780 - UNIT PAVERS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Unit pavers and accessories with sand-filled joints, with setting bed as follows: 1. Sand setting bed. 2. Permeable gravel and sand dense grade compacted to 95% compaction.

1.2 RELATED SECTIONS

1.3 REFERENCES

A. ASTM International (ASTM 1. ASTM C 67 - Standard Test Methods for Sampling and Testing Brick and

Structural Clay Tile, Section 8, Freezing and Thawing. 2. ASTM C 136 - Standard Test Method for Sieve Analysis of Fine and Coarse

Aggregates. 3. ASTM D 698 - Standard Test Method for Laboratory Compaction Characteristics

of Soil Using Standard Effort (12,000 ft-lbf/ft3/600 kN-m/m3). 4. ASTM D 1557 - Standard Test Method for Laboratory Compaction Characteristics

of Soil Using Modified Effort (56,000 ft-lbf/ft3/2,700 kN-m/m3). 5. ASTM D 2940 - Standard Specification for Graded Aggregate Material for Bases

or Subbases for Highways or Airports.

1.4 SUBMITTALS

A. Submit samples of pavers, bedding sand, and dense grade under provisions of Section 01300.

B. Product Data: Manufacturer's data sheets on each product to be used, including but not limited to the following: 1. Storage and handling requirements and recommendations. 2. Installation methods.

C. Shop Drawings: Drawings with details including but not limited to relationship to adjoining materials and assemblies, indication of perimeter conditions, expansion and control joints, paver layout, patterns, color arrangement, installation, and setting details.

D. Test Reports: 1. Sieve analysis for grading of bedding and joint opening aggregates. 2. Test results from an independent testing laboratory for compliance of concrete

pavers with ASTM C 936.


1.5 QUALITY ASSURANCE

A. Source Limitations for Pavers: For each color required, provide pavers of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics from a single manufacturer to the greatest extent possible.

B. Product Certificates: 1. Signed by manufacturer, including name and address of contractor, project

location, and the quantity, and date or dates of shipment of delivery to which certificate applies.

2. Indicating that pavers meet specified requirements. 3. Indicating testing laboratory’s facilities and qualifications of its principals and key

personnel to perform tests specified.

C. Mock-Ups: 1. Install a 7 ft x 7 ft (2 m x 2 m) paver area in accordance with Interlocking

Concrete Paver Institute Tech Spec No. 2, Construction of Interlocking Concrete Pavements.

2. This area will be used as the standard by which the work will be judged. 3. Do not proceed with remaining work until workmanship, color, and texture are

approved by Architect. 4. Use mock-up to test cleaning methods. 5. Subject to acceptance, mock-up may be retained as part of finished work.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store products in manufacturer's unopened labeled packaging.

B. Comply with instructions and recommendations of manufacturer for special delivery, storage, and handling requirements. 1. Coordinate delivery and paving schedule to minimize interference with normal use

of buildings adjacent to paving. 2. Deliver concrete pavers to the site in steel banded, plastic banded or plastic

wrapped packaging capable of transfer by forklift or clamp lift. 3. Unload pavers at job site in such a manner that no damage occurs to the product.

C. Storage and Protection: Store materials protected such that they are kept free from mud, dirt, and other foreign materials. 1. Cover bedding sand and joint sand with waterproof covering if needed to prevent

exposure to rainfall or removal by wind. Secure the covering in place.

1.7 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1. Do not install sand or pavers during heavy rain or snowfall. 2. Do not install sand and pavers over frozen base materials. 3. Do not install frozen sand or saturated sand.


4. Do not install concrete pavers on frozen or saturated sand.

PART 2 - PRODUCTS

2.1 MANUFACTURERS Acceptable Manufacturer: Bricks shall be supplied by Stiles and Hart Brick Company, PO Box 367 Cook Street, Bridgewater, MA 508-697-6928 or approved equal.

2.2 MASONRY PAVERS

A. Brick Pavers: New brick pavers shall match existing brick sidewalk. 1. Manufacturer: Stiles and Hart Brick Company: S&G City Hall Paver 2. Pavers for Standard Installation:

a. Nominal Size: 2-1/4 inch thick b. Spacers for Pavers: Match Existing gaps. c. Brick shall conform to the following requirements in addition to those in

ASTM C-902 Class SX Type 1. 8000 psi compressive strength minimum, 4% absorption maximum. Laminated brick will not be accepted

B. Materials: Comply with material standards set forth in ASTM C 936. 1. Fabrication: Non-fired paver with no Portland cement. 2. Curing: Fly ash, aggregate, mineral oxide pigments, and proprietary ingredients

mixed with water, vibro-compacted, and cured into stable cementitious solid. 3. Composition: Primary ingredients are ASTM C 618 Class C fly ash, self-

cementing byproduct of coal combustion and sand. 4. Average Water Absorption (ASTM C 140): 5 percent with no unit greater than 7

percent. 5. Freeze/Thaw Resistance (ASTM C 1645): Resistant to 28 freeze/thaw cycles with

no greater than 225 g/m2 loss of material, or 49 freeze/thaw cycles with no greater than 500 g/m2 loss of material. Freeze-thaw testing requirements shall be waived for applications not exposed to freezing conditions.

6. Dimensional Tolerance: Exceeds tolerance requirements of ASTM C 936 for Concrete Paver.

C. Color and Texture: Color and texture to match existing pavers.

D. Paving Cleaner: Cleaner type in compliance with manufacturer’s instructions. 1. Detergent type cleaner selected for each type of paver used and recommended in

writing by paver manufacturer. 2. Muriatic acid cleaners are not acceptable.

2.3 BEDDING AND JOINT SAND FOR STANDARD PAVER INSTALLATION

A. Bedding and Joint Sand: 1. Provide bedding and joint sand as follows:


a. Washed, clean, non-plastic, free from deleterious or foreign matter, symmetrically shaped, natural or manufactured from crushed rock.

b. Do not use limestone screenings, stone dust, or sand for bedding sand material that does not conform to conform to grading requirements of ASTM C 33.

c. Do not use mason sand or sand conforming to ASTM C 144 for bedding sand.

d. Where concrete pavers are subject to vehicular traffic, utilize sands that are as hard as practically available.

e. Sieve according to ASTM C 136. f. Bedding Sand Material Requirements: Conform to the grading

requirements of ASTM C 33 with modifications as shown below: 1) Grading Requirements for Bedding Sand:

a) Sieve Size: 3/8 inch (9.5 mm). Percent Passing: 100. b) Sieve Size: No. 4 (4.75 mm). Percent Passing: 95 to 100. c) Sieve Size: No. 8 (2.36 mm). Percent Passing: 85 to 100. d) Sieve Size: No. 16 (1.18 mm). Percent Passing: 50 to 85. e) Sieve Size: No. 30 (0.600 mm). Percent Passing: 25 to 60. f) Sieve Size: No. 50 (0.300 mm). Percent Passing: 10 to 30. g) Sieve Size: No. 100 (0.150 mm). Percent Passing: 2 to 10. h) Sieve Size: No. 200 (0.075 mm). Percent Passing: 0 to 1.

g. Joint Sand Material Requirements: Conform to the grading requirements of ASTM C 144 as shown with modifications below: 1) Grading Requirements for Natural Joint Sand:

a) Sieve Size: No. 4 (4.75 mm). Percent Passing: 100. b) Sieve Size: No. 8 (2.36 mm). Percent Passing: 95 to 100. c) Sieve Size: No. 16 (1.18 mm). Percent Passing: 70 to 100. d) Sieve Size: No. 30 (0.600 mm). Percent Passing: 40 to 75. e) Sieve Size: No. 50 (0.300 mm). Percent Passing: 10 to 35. f) Sieve Size: No. 100 (0.150 mm). Percent Passing: 2 to 15. g) Sieve Size: No. 200 (0.075 mm). Percent Passing: 0 to 1.

2) Grading Requirements for Manufactured Joint Sand: a) Sieve Size: No. 4 (4.75 mm). Percent Passing: 100. b) Sieve Size: No. 8 (2.36 mm). Percent Passing: 95 to 100. c) Sieve Size: No. 16 (1.18 mm). Percent Passing: 70 to 100. d) Sieve Size: No. 30 (0.600 mm). Percent Passing: 40 to 100. e) Sieve Size: No. 50 (0.300 mm). Percent Passing: 20 to 40. f) Sieve Size: No. 100 (0.150 mm). Percent Passing: 10 to 25. g) Sieve Size: No. 200 (0.075 mm). Percent Passing: 0 to 10.

2.4 EDGE RESTRAINTS

A. Provide edge restraints installed around the perimeter of all interlocking concrete paving unit areas as follows: 1. Material: Steel.

2.5 ACCESSORIES

A. Geotextile Fabric: As recommended by paving manufacturers installation instructions.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates, subgrade and base have been properly prepared.

B. If substrate preparation is the responsibility of another installer, do not proceed with installation. Notify Architect of unsatisfactory preparation immediately.

C. Commencement of full installation represents acceptance of existing substrate conditions.

3.2 NON-PERMEABLE INSTALLATION

A. Comply with recommendations for installation, progress cleaning, and final cleaning of pavers in accordance with manufacturer's instructions and recommendations.

B. Install in accordance with ICPI publication Tech Spec No. 2, Construction of Interlocking Concrete Pavements 1. Spread bedding sand evenly over the base course and screed to a nominal 1 inch

(25 mm) thickness, not exceeding 1-1/2 inch (40 mm) thickness. Spread bedding sand evenly over the base course and screed rails, using the rails and/or edge restraints to produce a nominal 1 inch (25 mm) thickness, allowing for specified variation in the base surface. a. Do not disturb screeded sand. b. Screeded area shall not substantially exceed that which is covered by

pavers in one day. c. Do not use bedding sand to fill depressions in the base surface.

2. Lay pavers in patterns shown on Drawings. Place units hand tight without using hammers. Make horizontal adjustments to placement of laid pavers with rubber hammers and pry bars as required.

3. Provide joints between pavers between 1/16 inch and 3/16 inch (2 mm and 5 mm) wide. No more than 5 percent of the joints shall exceed 1/4 inch (6 mm) wide to achieve straight bond lines.

4. Joint (bond) lines shall not deviate more than +/-1/2 inch (+/- 15 mm) over 50 ft (15 m) from string lines.

5. Fill gaps at the edges of the paved area with cut pavers or edge units. 6. Cut pavers to be placed along edge with double blade paver splitter or masonry

saw.

3.3 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION


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IRRIGATION SYSTEMS 02810 - 1

SECTION 02810 - IRRIGATION SYSTEMS

PART 4 - GENERAL

4.1 EXISTING IRRIGATION SYSTEM:

A. The irrigation system that irrigates Ruth Rusher Park is run off of the same irrigation system as the Town Hall Village Green system. This contractor shall protect the existing system to the greatest extent possible. The Owner will modify the existing system after installation of the new shanties.

IRRIGATION SYSTEMS 02810 - 2

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LAWNS AND GRASSES 02920 - 1

SECTION 02920 - LAWNS AND GRASSES

PART 1 - GENERAL


A. Submittals: Certification of Sod.

B. Planting Restrictions: Plant during one of the following periods.

1. Spring Planting: April 1 through May 30. 2. Fall Planting: September 1 through October 30.

C. Maintain lawn until established, but for not less than 30 days.

PART 2 - PRODUCTS

2.1 GRASSES

A. Turfgrass Sod: Black Beauty (turf-type fescue blend) with micro clover or similar drought tolerant grass varieties. Available at SODCO turf farm, Rhode Island.

2.2 SOILS AND AMENDMENTS

A. Topsoil: ASTM D 5268, free of stones 1 inch or larger.

B. Lime: ASTM C 602, Class T, agricultural limestone.

C. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8.

D. Wood Derivatives: Decomposed, nitrogen-treated sawdust, ground bark, or wood waste; of uniform texture, free of chips, stones, sticks, soil, or toxic materials.

E. Commercial Fertilizer: Commercial-grade complete fertilizer, consisting of 1 lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight.

F. Slow-Release Fertilizer: Granular fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium; 20 percent nitrogen; 10 percent phosphorous; and 10 percent potassium; by weight.

G. Straw Mulch: Clean, mildew- and seed-free salt hay or threshed straw of wheat, rye, oats, or barley.

H. Fiber Mulch: Biodegradable, dyed-wood, cellulose-fiber mulch; nontoxic; free of plant-growth or germination inhibitors; with maximum moisture content of 15 percent and a pH range of 4.5 to 6.5.

LAWNS AND GRASSES 02920 - 2

2.3 PLANTING SOIL MIX

PART 3 - EXECUTION

3.1 PREPARATION

A. Loosen subgrade to a minimum depth of 6 inches, remove stones, sticks, existing grass, vegetation, and other extraneous materials.

1. At newly graded subgrades, spread planting soil mix to a depth of 6 inches but not less than required to meet finish grades.

2. At unchanged grades, apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 4 inches of soil. Till soil to a homogeneous mixture of fine texture.

B. Grade lawn areas to a smooth, even surface with loose, uniformly fine texture. Moisten before planting.

3.2 PLANTING

A. Sodding: Lay sod within 24 hours of harvesting. Lay sod with tightly fitted joints, offsetting joints in adjacent courses. Tamp and roll lightly. Fill minor cracks between pieces of sod with soil or sand. Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples. Saturate sod with fine water spray within two hours of planting. During first week, water daily.

B. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and installation the same as those used in the original installation.

C. Mow lawn as soon as top growth is tall enough to cut. Remove no more than one-third of grass-leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet.


CAST IN PLACE CONCRETE 03300 - 1

SECTION 03300 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL


A. Submittals: Product Data and concrete mix designs.

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

C. Comply with ACI 301, "Specification for Structural Concrete"; ACI 117, "Specifications for Tolerances for Concrete Construction and Materials"; and CRSI's "Manual of Standard Practice."

PART 2 - PRODUCTS

2.1 MATERIALS

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

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

C. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire into flat sheets.

D. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet.

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

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

G. Aggregates: ASTM C 33, uniformly graded.

H. Synthetic Fiber: ASTM C 1116, Type III, polypropylene fibers, 1/2 to 1-1/2 inches long.

I. Air-Entraining Admixture: ASTM C 260.

J. Chemical Admixtures: ASTM C 494, water reducing. Do not use calcium chloride or admixtures containing calcium chloride.

K. Vapor Retarder: 15-mil- reinforced polyethylene sheet, ASTM E 1745, Class C.

L. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork.

M. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.


N. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

O. Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

P. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

2.2 MIXES

A. Comply with ACI 301 requirements for concrete mixtures.

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

1. Minimum Compressive Strength: 3500 psi at 28 days. 2. Slump Limit: 5 inches. 3. Air Content: Maintain within range permitted by ACI 301. Do not allow air

content of floor slabs to receive troweled finishes to exceed 3 percent.

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

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

PART 3 - EXECUTION

3.1 CONCRETING

A. Construct formwork according to ACI 301 and maintain tolerances and surface irregularities within ACI 347R limits of Class A, 1/8 inch for concrete exposed to view and Class C, 1/2 inch for other concrete surfaces.

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

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

D. Install construction, isolation, and contraction joints where indicated. Install full-depth joint-filler strips at isolation joints.

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

F. Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing.


G. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or covered by waterproofing or other direct-applied material; rough-formed finish elsewhere.

H. Slab Finishes: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Provide the following finishes: 1. Troweled finish for floor surfaces and floors to receive floor coverings, paint, or

other thin film-finish coatings. 2. Nonslip-broom finish to exterior concrete platforms, steps, and ramps.

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

J. Begin curing concrete slabs after finishing. Apply membrane-forming curing compound to concrete.

K. Owner will engage a testing agency to perform field tests and to submit test reports.

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



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METAL FABRICATIONS 05500 - 1

SECTION 05500 - METAL FABRICATIONS

PART 1 - GENERAL


A. Submittals: Manufacturers Product Data, Shop Drawings showing details of fabrication and installation.

PART 2 - PRODUCTS

2.1 METALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304.

C. Stainless-Steel Bars and Shapes: ASTM A 276, Type 304.

D. Rolled Steel Floor Plate: ASTM A 786/A 786M.

E. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500.

F. Steel Pipe: ASTM A 53, standard weight (Schedule 40), black finish.

G. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063-T6.

H. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M, Alloy 6061-T6.

I. Aluminum Castings: ASTM B 26/B 26M, Alloy 443.0-F.

2.2 Products:

A. Hurricane clip: Simpson H2.5A or approved equal. Stainless Steel with Stainless Steel nails.

B. Anchor Bolts: 5/8" Diameter 14" long galvanized anchor bolts with 3x3 galvanized washer plates. Galvanization to meet requirements for contact with zinc borate treated sills

2.3 GROUT

A. Nonshrink, Nonmetallic Grout: ASTM C 1107; recommended by manufacturer for exterior applications.


2.4 FABRICATION

A. General: Shear and punch metals cleanly and accurately. Remove burrs and ease exposed edges. Form bent-metal corners to smallest radius possible without impairing work.

B. Welding: Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. At exposed connections, finish welds and surfaces smooth with contour of welded surface matching those adjacent.

C. On units indicated to be cast into concrete or built into masonry, provide welded steel strap anchors, 1/8 by 1-1/2 inches, with a minimum 6-inch embedment and 2-inch hook, not less than 8 inches from ends and corners of units and 24 inches o.c.

D. Fabricate steel girders for wood frame construction from continuous steel shapes of sizes indicated.

E. Fabricate steel pipe columns with 1/2-inch steel base plates and 1/4-inch steel top plates welded to pipe with continuous fillet weld same size as pipe wall thickness. Drill top plates for connection bolts and base plates for 5/8-inch nchor bolts.

F. Fabricate pipe bollards from Schedule 80 steel pipe. Cap bollards with 1/4-inch minimum steel plate.

G. Fabricate nosings from cast iron with an integral abrasive finish.

1. Apply bituminous paint to concealed surfaces of units set into concrete.

2.5 STEEL AND IRON FINISHES

A. Hot-dip galvanize steel fabrications at exterior locations and where items are in contract with treated wood.

B. Prepare uncoated ferrous metal surfaces to comply with SSPC-SP 3, "Power Tool Cleaning," and paint with a fast-curing, lead- and chromate-free, universal modified-alkyd primer complying with MPI#79.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Perform cutting, drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack.

B. Fit exposed connections accurately together to form hairline joints.


C. Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint.

D. Anchor bollards in concrete and fill solidly with concrete, mounding top surface.



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ROUGH CARPENTRY 06100 - 1

SECTION 06100 - ROUGH CARPENTRY

PART 1 - GENERAL


A. Submittals: Shed contractor to submit shop drawings stamped by an engineer registered in the state of Massachusetts stating that frame design complies with wind and snow loads for Hyannis, Massachusetts

B. Based on shed manufacturers engineered framing system, modifications to specific framing elements below are allowed.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: All framing to be Douglas Fir. Exposed lumber on interior to be best face exposure. 1. Posts and plate beams 4x6 2. Horizontal mid perlins 4x4 3. Panel framing 2x4

2.2 TREATED MATERIALS

A. Preservative-Treated Materials: AWPA C2, except that lumber not in ground contact and not exposed to the weather may be treated according to AWPA C31 with inorganic boron (SBX).

1. Use treatment containing no arsenic or chromium. 2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. 3. Mark lumber with treatment quality mark of an inspection agency approved by

the ALSC Board of Review.

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

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

2. Concealed members in contact with masonry or concrete. 3. Wood framing members that are less than 18 inches above the ground. 4. Wood floor plates that are installed over concrete.

2.3 LUMBER

A. Dimension Lumber:


1. Maximum Moisture Content: 15 percent. 2. Non-Load-Bearing Interior Partitions: Construction or No. 2. 3. Framing Other Than Non-Load-Bearing Partitions: Construction or No. 2. 4. Exposed Framing: Provide material hand-selected for uniformity of appearance

and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot-holes, shake, splits, torn grain, and wane.

a. Species: As specified for framing other than non-load bearing partitions. b. Grade: No. 1

B. Exposed Boards: Rough sawn pine as shown on the drawings with 15 percent maximum moisture content.

C. Miscellaneous Lumber: Construction, or No. 2 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

2.4 PLYWOOD BACKING PANELS

A. Telephone and Electrical Equipment Backing Panels: Plywood, Exposure 1, C-D Plugged, fire-retardant treated, not less than 1/2 inch thick.

2.5 MISCELLANEOUS PRODUCTS

A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners that are compatible with the preservative used to treat framing being attached to.

1. Power-Driven Fasteners: CABO NER-272. 2. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex

nuts and, where indicated, flat washers. 3. Comply with TABLE 2304.9.1 Fastening Schedule IBC International Building

Code 4. Provide blocking as required for mounting of light fixtures, wiring, electric outlets,

and switches.

B. Metal Framing Anchors: Structural capacity, type, and size indicated.

1. Use anchors made from hot-dip galvanized steel complying with ASTM A 653/A 653M, G60 coating designation for interior locations where stainless steel is not indicated.

2. Use anchors made from stainless steel complying with ASTM A 666, Type 304 for exterior locations and in contract with treated lumber and where indicated.

C. Sill-Sealer: Closed-cell neoprene foam, 1/4 inch thick.


PART 3 - EXECUTION

PART 4 - EXECUTION

4.1 INSTALLATION

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction.

B. Install structural connections in strict accordance with manufacturers installation recommendations. Provide blocking as required and as shown on the drawings.

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

1. ESR-1339 for power-driven fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. TABLE 2304.9.1 Fastening Schedule IBC International Building Code



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FINISH CARPENTRY 06200 - 1

SECTION 06200 - FINISH CARPENTRY

PART 1 - GENERAL


A. Submittals: Samples for PVC trim.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

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

2.2 EXTERIOR FINISH CARPENTRY

A. Cellular PVC Exterior Trim: Extruded, expanded PVC with a small-cell microstructure, made from UV- and heat-stabilized, rigid material.

1. Products: Azek or approved equal.

2.3 Sheathing

A. Vertical Lumber Siding (exposed on interior): Douglas Fir. Best side exposed to interior.

2.4 INTERIOR STANDING AND RUNNING TRIM

A. Interior Softwood Lumber Trim: Eastern white, Idaho white, or sugar pine

2.5 MISCELLANEOUS MATERIALS

A. Fasteners for Exterior Finish Carpentry: Stainless-steel

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

1. Use waterproof resorcinol glue for exterior applications.

C. Adhesive for Cellular PVC Trim: Product recommended by trim manufacturer.

FINISH CARPENTRY 06200 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

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

B. Prime and back prime lumber for painted finish exposed on the exterior.

C. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit adjoining work. Refinish and seal cuts.

D. Install standing and running trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Stagger joints in adjacent and related trim. Cope at returns and miter at corners.

E. Nail siding at each stud. Do not allow nails to penetrate to interior of shed.

F. Select and arrange paneling for best match of adjacent units. Install with uniform tight joints.


SELF-ADHERING SHEET WATERPROOFING 07131 - 1

SECTION 07131 - SELF-ADHERING SHEET WATERPROOFING

PART 1 - GENERAL


A. Submittals: Product Data.

B. Installer Qualifications: Authorized, approved, or licensed by waterproofing manufacturer.

PART 2 - PRODUCTS

2.1 WATERPROOFING MATERIALS

A. Rubberized-Asphalt Sheet: 60-mil- thick, self-adhering sheet consisting of 56 mils of rubberized asphalt laminated to a 4-mil- thick, polyethylene film with release liner on adhesive side and formulated for application with primer or surface conditioner that complies with VOC limits of authorities having jurisdiction.

1. Products:

a. Grace Ice and Water Shield.

b. GAF Weather Watch Leak Barrier.

c. Approved Equal.

B. Auxiliary Materials: Primer, surface conditioner, liquid membrane, substrate patching membrane, sheet strips, mastic, adhesives, tape, and metal termination bars recommended by waterproofing manufacturer.

1. Primer: Liquid waterborne primer recommended for substrate. 2. Surface Conditioner: Liquid, waterborne surface conditioner recommended for

substrate.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Clean, prepare, and treat substrates. Provide clean, dust-free, and dry substrates for waterproofing application.

B. Remove oil, form-release agents, curing compounds, and other contaminants or coatings.

SELF-ADHERING SHEET WATERPROOFING 07131 - 2

C. Remove projections and fill honeycomb, aggregate pockets, holes, and other voids.

D. Prepare, fill, prime, and treat joints and cracks in substrates. Remove dust and dirt from joints and cracks.

E. Apply primer to substrates at required rate and allow it to dry.

F. Install self-adhering sheet waterproofing according to manufacturer's written instructions and recommendations in ASTM D 6135.

G. Apply and firmly adhere sheets. Accurately align sheets and maintain uniform 2-1/2-inch- minimum lap widths and end laps. Overlap and seal seams and stagger end laps.

H. Bridge and cover discontinuous deck-to-wall and deck-to-deck joints with overlapping sheet strips. Invert and loosely lay first sheet strip over center of joint. Firmly adhere second sheet strip to first and overlap to substrate.

I. Prepare, prime, and treat inside and outside corners according to ASTM D 6135.

J. Prepare, treat, and seal surfaces at terminations, penetrations, drains, and protrusions according to ASTM D 6135.

K. Repair tears, voids, and lapped seams not complying with requirements. Slit and flatten fishmouths and blisters. Patch with sheets extending 6 inches beyond repaired areas in all directions.

L. Install protection course over waterproofing membrane immediately. Use adhesive or tape applied according to manufacturer's written instructions. Do not penetrate waterproofing.

END OF SECTION 0713

ASPHALT SHINGLES 07311 - 1

SECTION 07311 – ASPHALT SHINGLES

PART 1 - PART 1 – GENERAL

1.00 SECTION INCLUDES

A. Asphalt roofing shingles

B. Leak Barrier and roof deck protection.

C. Metal flashing associated with shingle roofing.

D. Attic ventilation. 1.01 SECTION REQUIREMENTS

A. Submittals: Product Data and Samples.

B. Identify each bundle of shingles with appropriate markings of UL or another testing and inspecting agency acceptable to authorities having jurisdiction.

1. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A. 2. Wind-Resistance-Test Characteristics: ASTM D 7158 or UL 997, passed.

1.02 RELATED SECTIONS

A. Section 061000 – Rough Carpentry: Framing, wood decking, and roof sheathing

B. Section 076200 – Flashing and Sheet Metal: Sheet metal flashing not associated with shingle roofing; gutters and downspouts.

1.03 REFERENCES A. American Society for Testing and Materials (ASTM) - Annual Book of ASTM Standards 1. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 2. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. 3. ASTM B 370 - Standard Specification for Copper Sheet and Strip for Building Construction. 4. ASTM D 2218 – Impact Resistance of Prepared Roof Covering Materials. 5. ASTM D 3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules.


6. ASTM D 3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method). 7. ASTM D 3462 – Standard Specification for Asphalt Shingles Made From Glass Felt and Surfaced with Mineral Granules. 8. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. 9. ASTM D 7158 - Standard Test Method for Wind-Resistance of Sealed Asphalt Shingles (Uplift Force/Uplift Resistance Method). B. Underwriters Laboratories (UL) - Roofing Systems and Materials Guide (TGFU R1306) 1. UL 790 - Tests for Fire Resistance of Roof Covering Materials. 2. UL 997 - Wind Resistance of Prepared Roof Covering Materials. C. Asphalt Roofing Manufacturers Association (ARMA) D. National Roofing Contractors Association (NRCA) E. U.S. Green Building Council (USGBC) F. Leadership in Energy and Environmental Design (LEED) G. ENERGY STAR H. Cool Roof Rating Council (CRRC) I. Miami Dade County 1.04 SUBMITTALS A. Submit copies of GAF-Elk product data sheets, detail drawings and samples for each type of roofing product. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Provide all primary roofing products, including shingles, underlayment, leak barrier, and ventilation, by a single manufacturer. B. Installer Qualifications: Installer must have a minimum of experience installing all roofing products to be installed under this section. 1.06 REGULATORY REQUIREMENTS A. Provide a roofing system achieving an Underwriters Laboratories (UL) Class A fire classification. B. Install all roofing products in accordance with all federal, state and local building codes. C. All work shall be performed in a manner consistent with current OSHA guidelines. 1.07 PREINSTALLATION MEETING


A. Timing: Conduct an pre-installation meeting min 7 days prior to the start of work. B. Attendees: Meeting shall include manufacturer’s certified contractor, owner and manu facturer’s representative and the general contractor’s representative. C. Topics: Certified contractor and manufacturer’s representative shall review all pertinent requirements for the project, including but not limited to, scheduling, weather considerations, project duration, and requirements for the specified warranty. 1.08 DELIVERY, STORAGE, AND HANDLING A. Store all products in manufacturer's unopened, labeled packaging until they are ready for installation. B. Store products in a covered, ventilated area, at temperature not more than 110 degrees F (43 degrees C); do not store near steam pipes, radiators, or in direct sunlight. C. Store bundles on a flat surface. Maximum stacking height shall not exceed GAF-Elk’s recommendations. Store all rolls on end. D. Store and dispose of solvent-based materials in accordance with all federal, state and local regulations. 1.09 WEATHER CONDITIONS A. Proceed with work only when existing and forecasted weather conditions will permit work to be performed in accordance with GAF-Elk’s recommendations. 1.10 WARRANTY A. Provide to the owner a GAF-Elk WeatherStopper® Golden Pledge Warranty. Contractor must be a GAF-Elk Certified Master Elite™ Contractor. 1. Material defects: Golden Pledge® Warranty shall provide 100% non prorated coverage for materials and labor for: a. The first 50 years, then prorated thereafter for all lifetime shingles

PART 2 - PART 2 - PRODUCTS

2.01 ASPHALT SHINGLES

A. Shingles: Shingle will be provided by the owner. Nails and flashing provided by this contractor.

1. Super-heavyweight, granule surfaced, self sealing asphalt shingle with a strong fiberglass reinforced Micro Weave® core and StainGuard® protection, which prevents pronounced discoloration from blue-green algae through formulation/unique blends of granules. Architectural laminate styling with a wood shake appearance with a 5” or 5


5/8” exposure. Meeting ASTM D 3018, ASTM D 7158, Class H; ASTM D 3161, Type I; ASTM D 3462; CSA 123.5-98; UL 790 Class A rated with UL 997 Wind Resistance Label.

B. Manufacturer:

“Basis of Design” – GAF-ELK, Timberline®Prestique Lifetime Roofing Shingles. This is Town of Barnstable, Structures & Grounds standard for asphalt roofing. No substitutions will be allowed.

1. Color: To be selected by Owner from Manufacturers standard colors

2.02 ACCESSORIES

A. Felts: 2 layers #15 Roofing Underlayment. Water repellent breather type cellulose fiber building paper. Meets or exceeds the requirements of ASTM D-4869 Type 1.

B. Ridge Shingles:

1. Timbertex® Premium Ridge Cap Shingles, by GAF-ELK - High profile self sealing hip and ridge cap shingle matching color of selected roof shingle.

C. Starter Strip: WeatherBlocker™ Eave/Rake Starter Strip by GAF-ELK – Self sealing starter shingle designed for premium roof shingles.

D. Leak Barrier: WeatherWatch® XT Leak Barrier by GAF-ELK – Self adhering, self sealing, bituminous leak barrier surfaced with a coated surface and added tack for traction. Approved by UL and ICC.

E. Near Ridge & Eave Vent: None

F. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.

G. Roofing Nails: Standard round wire, stainless steel, 10 to 12 gauge, smooth, barbed or deformed shank, with heads 3/8” to 7/16” in diameter. Length must be sufficient to penetrate 3/4 inch (19 mm) into solid wood decking or extend at least 1/8 inch (3 mm) through OSB or plywood sheathing. Use minimum 6 nails per shingle. Nails are not to penetrate into the interior side of wood decking.

H. Sheet Metal Flashing and Trim: Comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim."

1. Sheet Metal: 0.032-inch aluminum sheet, complying with ASTM B 209. 2. Fabricate sheet metal flashing and trim to comply with recommendations in

SMACNA's "Architectural Sheet Metal Manual." 3. Drip Edge: Formed sheet metal with at least a 2-inch (50-mm) roof deck flange and

a 1-1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge. I. Underlayment: Deck-Armor™ Premium Breathable Roof Deck Protection, by GAF.


K. Mechanical Vent by others. This Contractor to flash roof to new roof penetrations by others.

PART 3 - PART 3 - EXECUTION

3.01 INSTALLATION - GENERAL

A. Comply with recommendations in ARMA's "Residential Asphalt Roofing Manual", GAFMC Shingle Guide Specification and with asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."

B. Clean deck surfaces thoroughly prior to installation of eaves protection membrane and underlayment. At areas that receive eaves protection membrane, fill knotholes and cracks with latex filler. Install crickets on upslope side of all chimneys in the north, any chimney wider than 24”, and on all roofs steeper than 6/12.

C. Install GAF-Elk leak barrier up the slope from eaves edge a full 36 inches beyond the interior “warm wall”. Lap ends 6 inches and bond.

D. Install valley protection membrane at least 36 (914mm) inches wide and centered on the valley. Lap ends 6 inches (152mm) and seal.

E. Install GAF-Elk leak barrier along entire lengths of hips and ridges.

F. Install Deck-Armor™ Breathable Roof Deck Protection as recommended by the roofing manufacturer

G. Penetrations: 1. Vent pipes: Install a 24 inch square piece of leak barrier protection membrane lapping over roof deck underlayment; seal tightly to pipe. 2. Rake Edges: Install metal edge flashing over eaves protection membrane and roof deck underlayment; set tight to rake boards; lap joints at least 2 inches and seal with plastic cement; secure with nails.

H. Install metal flashings and other sheet metal to comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim," recommendations in ARMA's "Resi-dential Asphalt Roofing Manual," and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."

I. Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure over two (2) layers of #15 felt.


3.02 INSTALLATION - SHINGLES

A. General - Install in accordance with GAF-Elk's instructions and local building codes. When local codes and application instructions are in conflict, the more stringent requirements shall take precedence.

1. Examination: a. Do not begin installation until the roof deck has been properly prepared. B. Placement and Nailing 1. For maximum wind resistance along rakes & eaves, install any GAF-Elk starter strip containing sealant or cement shingles to underlayment and each other in a 4" width of asphalt plastic roof cement. 2. Secure with 6 nails per shingle per GAF-Elk’s instructions or local codes. 3. Placement of nails varies based on the type of shingle specified. Consult the application instructions for the specified shingle for details. 4. Nails must be driven flush with the shingle surface. Do not overdrive or underdrive the nails. 5. Shingle offset varies based on the type of shingle specified. Consult the application instructions for the specified shingle for details. 6. Beginning with the starter strip, trim shingles so that they “nest” within the shingle located beneath it. This procedure will yield a first course that is typically 3” to 4” rather than a fully exposed shingle. 7. For maximum wind resistance along rakes, install any GAF-Elk starter strip containing sealant or cement shingles to underlayment and each other in a 4"(102mm) width of asphalt plastic roof cement. 8. Laterally, offset the new shingles from the existing keyways, to avoid waves or depressions caused by excessive dips in the roofing materials. 9. Using the bottom of the tab on existing shingles, align subsequent courses. 10. *Note: DO NOT install standard sized shingles (5” exposure) over metric (5 5/8” exposure) shingles, as it will overexpose the shingles and reveal the nails. Use standard alignment methods to assure proper shingle placement.

C. Valleys 1. Install valleys using the "closed cut valley" method: a. Run the first course of shingles from the higher roof slope across the valley at least 12 inches. b. Run succeeding courses of shingles from the lower roof slope across the valley at least 12 inches and nail not closer than 6 inches to center of valley. c. Run shingles from the upper roof slope into the valley and trim 2 inches from the center line. D. Penetrations - All penetrations are to be flashed according to GAF-ELK, ARMA and NRCA application instructions and construction details. END OF SECTION 07311

SIDING 07460 - 1

SECTION 07460 - SIDING

PART 1 - GENERAL


A. Submittals: Product Data and Samples of each siding color. 1. Submittals: Manufacturers color samples, product and installation data

B. Fire-Test-Exposure Classification: ASTM E 108, Class C.

PART 2 - PRODUCTS

2.1 SHINGLES, SHAKES, AND PANELS

A. Cedar Shingles: No. 1 grade, smooth sawn, 16 inches long

1. Malbec eastern white cedar shingles. Prefinished with 2 coats solid stain 2. Style: Nantucket

B. Storage: Store shingles

2.2 ACCESSORIES

A. Felt Underlayment: ASTM D 226, Type I, No. 15.

B. Self-Adhering Sheet Underlayment: ASTM D 1970, SBS-modified asphalt; mineral-granule or slip-resisting-polyethylene surfaced; with release paper backing; cold applied.

C. Nails: stainless-steel nails of sufficient length to penetrate 3/4 inch into solid wood decking or extend at least 1/8 inch through OSB or plywood sheathing. Use stainless-steel nails as recommended by the shingle manufacturer.

D. Sheet Metal Flashing and Trim: Comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim."

1. Sheet Metal: Copper, Zinc-tin alloy-coated stainless steel. 2. Fabricate sheet metal flashing and trim to comply with recommendations in

SMACNA's "Architectural Sheet Metal Manual."

E. Color: Color of prefinished shingles to be selected by the owner. Each shed building will have a different siding color.

SIDING 07460 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with CSSB's "Design and Application Manual for Exterior and Interior Walls" for wall installations.


JOINT SEALERS 07920 - 1

SECTION 07920 - JOINT SEALANTS

PART 1 - GENERAL


A. Submittals: Product Data and color Samples.

B. Environmental Limitations: Do not proceed with installation of joint sealants when ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer or are below 40 deg F.

C. Installation of backing rod and sealant at all existing windows is included in this contract.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS

A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions.

B. Sealant for Use in Building Expansion Joints:

1. Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS; Class 25; Uses T, M, and O, with the additional capability to withstand 50 percent movement in both extension and compression for a total of 100 percent movement.

C. Sealant for General Exterior Use Where Another Type Is Not Specified, One of the Following: 1. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS;

Class 25; and Uses NT, M, A, and O.

2.2 JOINT-SEALANT BACKING

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

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

JOINT SEALERS 07920 - 2

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with ASTM C 1193.

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


EXTERIOR FIBERGLASS DOORS AND FRAMES 08300 - 1

SECTION 08300 - EXTERIOR FIBERGLASS DOORS AND FRAMES

PART 1 - GENERAL


A. Submittals: Product Data and Shop Drawings.

B. Comply with ANSI/SDI A250.8.

PART 2 - PRODUCTS

2.1 EXTERIOR IMPACT RATED FIBERGLASS DOORS

A. Acceptable Manufacturers: 1. Plastpro Inc. 5200 W. Century Blvd., Ninth Floor, Los Angeles, CA 90045, ph:

310-693-8600 or approved equal. 2. Fiberglass Doors: Plastpro Rustic Series

a. Model Number: DRA2P80 & DRA2B, Smooth Skin, glazed, size as indicated on the drawings.

B. Construction: 1. Door Skins: High impact compression molded fiberglass reinforced material. 2. Top and Bottom Rails: Composite Material 3. Stiles: Composite material: Full length of door. 4. Glazing: Laminated impact resistant insulated glazing with exterior applied grills. 5. Extended Lockblock: 20” minimum lockblock. 6. Core: 100% CFC-free polyurethane insulation. 7. Hydroshield Technology: Water resistant construction protects doors against

water infiltration on all six sides to prevent warping, delamination, corrosion, rotting, and build-up of mold and mildew.

C. Frame Construction: Composite Frames – Plastpro PF Frames: Fabricate frames from composite material. 1. Style: Standard 4 9/16” Door frame.\

D. Finish: 1 coat Primer (factory) 2 finish coats paint

PART 3 - PART 3 - EXECUTION

3.1 INSTALLATION

A. Fit to frames and machine pre-fit doors for hardware to whatever extent not previously worked at factory as required to fit and uniform clearance at each edge.

EXTERIOR FIBERGLASS DOORS AND FRAMES 08300 - 2

B. Restore finish on edges of shop finished doors before installation, if fitting or machining is required at the job site.

3.2 ADJUST & CLEAN

A. Prefit doors to frames. Premachine doors for hardware listed on final schedules. Factory bevel doors.

B. Rehang or replace doors which do not swing or operate freely, as directed by Architect.

C. Refinish or replace doors damaged during installation, as directed by Architect.

D. Institute protective measures, as recommended and accepted by door manufacturer, to assure that wood doors will be without damage or deterioration at time of substantial completion


DOOR HARDWARE 08710 - 1

SECTION 08710 - DOOR HARDWARE

PART 1 - GENERAL


A. Submittals: Hardware schedule and keying schedule, Templates for proper machining for the required templated hardware

B. Deliver keys to Owner.

C. Include the General Conditions, Modifications to the General Conditions, and applicable parts of Division 01000 as part of this Section.

D. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or not such work is specifically mentioned in this Section.

E. Coordinate work with that of all other trades affecting or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under Contract.

F. It is the intent of the Specifications and the Drawings to require that the equipment to be furnished complete in every respect, and that this Contractor shall provide all equipment needed and usually furnished in connection with such systems to provide a complete installation. Equipment, materials, and articles incorporated in the work shall be new and of the best grade of their respective kinds.

G. All locksets to be compatible with Schlage Everest Primus with interchangeable core.

PART 2 - PRODUCTS

2.1 HARDWARE

A. Ball-bearing Hinges, Full Mortise

B. Weatherstripping

C. Night Latch Trim with Mortise Locksets

D. Rim Exit Devices

E. Door Closers

F. Security Fasteners: All exposed fasteners used in work of this Section shall be tamper-proof, stainless steel, non-removable, type approved by the Authority.


2.2 Available Manufacturers: Manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following

A. Locks and cylinders to be keyed to the Owner’s existing Master Key (M/K) Schlage Everest Primus Interchangeable Standard Size Core (IC) System. Copy all Grand Master, Sub-Master and master key system

B. Ball Bearing Hinges: 1. Stanley

C. Mortise Locksets: 1. Sargent 8200 Series Mortise lock (no equals) with Sargent V-10 (to match

existing Master Key System) Entryfunction or approved equal. 20D Finish with Escutcheon Trim and Yarmouth Lever Handle.

D. Weatherstripping 1. Continuous neoprene bulb gaskets at jambs and heads and continuous nylon

brush at the sill by Hagar, National Guard Products, Pemko, or approved equal.

E. Chain to restrict blow open to be of case hardened steel and covered with a nylon and rubber sheath.

F. Provide hardware finishes as follows:

1. Hinges: Matching finish of lockset/latchset. 2. Locksets, Latchsets, and Exit Devices: Dark Statuary Bronze Lacquered 3. Closers: Matching finish of lockset/latchset. 4. Other Hardware: Matching finish of lockset/latchset.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Mount hardware in locations recommended by the Door and Hardware Institute and Massachusetts Architectural Access Board unless otherwise indicated. 1. Recommended Locations for Builders Hardware for Standard Steel Doors and

Frames" by the Door and Hardware Institute.

B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted, coordinate removal, storage, and reinstallation or application of surface protection with finishing work specified in Section 09910, Painting. Do not install surface-mounted items until finishes have been completed on the substrates involved.


3.2 HARDWARE SCHEDULE

A. Hardware Set No. 1:

1. 3 Pair Hinges. 2. Schlage satin nickel Camelot keypad entry, flex lock door lever set w/ accent

interior level. Finish to be selected by the Owner. 3. 1 Pair flush bolts on passive door leaf. 4. ADA compliant threshold and weather stripping. 5. Interior kick plate on each door leaf 6. Hold open device when doors open 270 degrees

B. Hardware Set No 2:

1. 1-1/2 Pair Hinges. 2. Interior pass lever handle, exterior locking entry lever handle. 3. ADA compliant threshold and weather stripping. 4. Interior kick plate 5. Metal blow-open restriction chain



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VINYL WINDOWS 08561 - 1

SECTION 08561 - VINYL WINDOWS

PART 4 - GENERAL


A. Submittals: Product Data, Shop Drawings, Manufacturers Installation Instructions.

B. Quality Standard: Comply with AAMA/NWWDA 101/I.S.2/NAFS.

1. Provide AAMA- or WDMA-certified vinyl windows with an attached label.

PART 5 - PRODUCTS

5.1 VINYL WINDOWS

A. Products:

1. Anderson

2. Marvin

3. Pella

4. Approved Equal

B. Window Types: The following types, as indicated on Drawings:

1. Awning. 2. Double hung.

C. Performance Class: Impact Resistant.

D. Thermal Transmittance: Whole-window U-factor not more than 0.35 Btu/sq. ft. x h x deg F

E. Solar Heat-Gain Coefficient: Whole-window SHGC not more than 0.50, per NFRC 200.

F. Trim: Provide indicated trim, matching material and finish of frame members.

G. Provide push-bar operators for awning windows.

H. Equip units with charcoal-gray, mesh insect screens at operable sashes.

I. Equip units with applied exterior grilles as indicated, attach to exterior face of each lite.

J. Window Color: White.

VINYL WINDOWS 08561 - 2

K. Glaze units with impact resistant low-e coated, sealed insulating glass.

PART 6 - EXECUTION

6.1 INSTALLATION

A. Set units level, plumb, and true to line, without warp or rack of frames and panels. Provide proper support and anchor securely in place.

B. Set sill members in bed of sealant or with gaskets, as indicated, to provide weathertight construction.

C. Adjust operating panels, screens, and hardware to provide a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts.

D. Clean glass and vinyl surfaces immediately after installing windows. Remove nonpermanent labels from glass surfaces.


PAINTING 09910 - 1

SECTION 09910 - PAINTING

PART 1 - GENERAL


A. Summary: Paint exposed surfaces, unless otherwise indicated. 1. Do not paint prefinished items, items with an integral finish, operating parts, and

labels unless otherwise indicated. 2. Shingle siding to be factory primed and painted. Owner will select different

colors for each shed.

B. Submittals:

1. Product and Installation Data 2. Color Samples.

C. MPI Standards:

1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List."

2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated.

D. Extra Materials: Deliver to Owner 1 gal. (3.8 L) of each color and type of finish coat paint used on Project, in containers, properly labeled and sealed.

PART 2 - PRODUCTS

2.1 PAINT

A. Products:

1. Exterior Paint for wood surfaces & PVC trim surfaces: Sherwin Williams Duration Exterior Acrylic Coating, Satin Finish

2. Exterior and Interior metal door paint over factory primed fiberglass doors: Sherwin Williams all surface enamel latex paint. Semigloss

3. Interior Paint Benjamin Moore White Dove #OC-117 Simply White interior lo luster paint. (2) coats.

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

1. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

PAINTING 09910 - 2

C. Colors: To be selected by the Owner from Manufacturers standard colors.

PART 3 - EXECUTION

3.1 PREPARATION

A. Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items that cannot be removed. Reinstall items in each area after painting is complete.

B. Clean and prepare surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not damage newly painted surfaces.

3.2 APPLICATION

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

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

B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

1. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

3.3 EXTERIOR PAINT APPLICATION SCHEDULE

A. Galvanized Metal:

1. Semigloss Latex: Two coats over waterborne galvanized-metal primer: MPI EXT 5.3A.

B. Dressed Lumber: Including architectural woodwork & doors.

1. Semigloss Acrylic: Two coats over primer

3.4 INTERIOR PAINT APPLICATION SCHEDULE

A. Shed Interior:

1. Spray wash interior walls, exposed sheathing, rafters, trim, tie-beams with Benjamin Moore White Dove #OC-117 Simply White interior lo luster paint. (2) coats.


FIRE EXTINGUISHERS 10523 - 1

SECTION 10523 - FIRE EXTINGUISHERS

PART 4 - GENERAL


A. Submittals: Product Data.

B. Fire Extinguishers: NFPA 10, listed and labeled for the type, rating, and classification of extinguisher.

PART 5 - PRODUCTS

5.1 FIRE EXTINGUISHERS AND BRACKETS

A. Portable Fire Extinguishers Type A, B, C

1. Products: As approved by the Hyannis Fire Department a. Multipurpose Dry-Chemical Type: UL-rated 2-A:10-B:C, 5-lb nominal capacity.

Rated for freezing conditions.

B. Mounting Brackets: Manufacturer's standard steel, designed to secure fire extinguisher to wall or structure, of sizes required for fire extinguishers indicated, with plated or baked-enamel finish.

PART 6 - EXECUTION

6.1 INSTALLATION

A. Install mounting brackets in locations indicated at 54 inches above finished floor to top of fire extinguisher. Install in location approved by the Hyannis Fire Department.

B. Install fire extinguishers in mounting brackets.

C. Install one fire extinguisher in each building


ELECTRICAL 16051- 1

SECTION 16051 - ELECTRICAL - By Others, N.I.C.

ELECTRICAL 16051- 2

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Technical Specification Walkway To The Sea New Shanty Project · B. Owner: Town Of Barnstable C....

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