PC4097_DeLand_Regional_Library_Project_Manual_10.22.25.pdf

DeLAND REGIONAL LIBRARY

PLAY YARD WALKWAY

DeLAND, FLORIDA

PC4097

PROJECT MANUAL

100% CONSTRUCTION DOCUMENTS

August 12, 2025

OWNER: VOLUSIA COUNTY, FLORIDA

123 West Indiana Avenue DeLand, Florida 32720

(386) 736-5935

ARCHITECT: HALL & OGLE ARCHITECTS, INC.

208 Magnolia Avenue Daytona Beach, Florida 32114

(386) 255-6163

A/E: 2502

2502 TABLE OF CONTENTS Page 1

DeLand Regional Library Play

Yard Walkway 8/12/2025

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

010100 COUNTY CONSTRUCTION PROCEDURES

DIVISION 03 – CONCRETE

033000 CAST-IN-PLACE CONCRETE

DIVISION 08 – OPENINGS

084120 ALUMINUM FRAMED ENTRANCES

DIVISION 09 – FINISHES

099000 PAINTING

DIVISION 31 – EARTHWORK

310000 EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

323119 DECORATIVE METAL FENCES AND GATES

329223 SODDING

2502 COUNTY CONSTRUCTION PROCEDURES

DeLand Regional Library Play Yard Walkway 010100-1

SECTION 010100

COUNTY CONSTRUCTION PROCEDURES

1.01 SUMMARY OF WORK

A. Work of Contract can be summarized by references to Bid Documents, Contract, General

Conditions, Special Conditions, Technical Specifications, Drawings and Addenda.

1.02 ALTERNATES

A. None.

1.03 PERMITS AND IMPACT FEES

A. The Contractor shall pay for and obtain all permits.

1.04 APPLICATION FOR PAYMENT

A. Applications for payment for work in place and materials stored on the project site by the end of each month shall be submitted by the first business day of the following month.

B. Applications for payment shall be submitted via email using AIA Documents G702 and G703 to the County project manager. Complete form with 5% retainage withheld per Fla Statute 255.078.

C. With each monthly application, provide the following documents:

1. Monthly progress report with look ahead.

2. Updated CPM (Critical Path Method) construction schedule gant chart.

3. Daily Activity reports with photographs of construction progress.

4. Contractor and subcontractor release of liens.

D. Application for Payment at Substantial Completion: Submit application following issuance of Architect’s Certificate of Substantial Completion. Administrative actions and submittals that shall coincide with this application include:

1. Certificate of Occupancy issued by the authority having jurisdiction.

2. Executed Contractor, subcontractor and material warranties.

3. Record of test/ adjust/ balance.

4. Operation & Maintenance Manual.

5. Certified property survey.

6. As-built drawings.

7. Final cleaning.

8. Turn over attic stock materials to County.

9. Change over door locks for County access.

10. Architect’s Certificate of Substantial Completion with Punch List of Work to be completed before final County acceptance.

E. Final Application for Payment (Release of Retainage): Administrative actions that shall coincide with this application include:

1. Completion of County Purchasing & Contract’s Division Close-out documents.

2. Completion of all punch list work.

3. Removal of temporary facilities and services.

1.05 PROJECT MEETINGS

A. Preconstruction Conference: Within ten days after Council approval of Contract, a preconstruction conference will be held at County designated location. Attendees shall include County, Architect, Contractor and Subcontractors. The County will lead the meeting and issue meeting notes. Meeting agenda shall include review of:

1. Communications Protocol.

a. Key personnel, contact &emergency contact information

b. Procedures for Submittals, RFI’s, ASI’s, Pay Ap’s, CCR’s, ODP’s and CO’s

2. Review of Division 010100 County Construction Procedures.

COUNTY CONSTRUCTION PROCEDURES 2502

010100 -2 DeLand Regional Library Play Yard Walkway

3. Sample Pay Application and Schedule of Values.

4. CPM (Critical Path Method) Construction Schedule Gant Chart.

5. List of Subcontractors.

6. Construction site staging and access plan.

7. Substitution requests.

8. Submittal schedule.

B. Submittal Required Prior to Preconstruction Conference: Five days prior to the preconstruction conference the Contractor will provided the following documents via email to the County’s Project Manager for review and approval:

1. Sample Pay Application and Schedule of Values (AIA Forms G702 and G703): The schedule of values shall be organized per sections of the technical specification, i.e. site work, concrete, etc.

2. Draft CPM (Critical Path Method) Construction Schedule Gant Chart.

3. List of Subcontractors: company name, address, phone # and point of contact.

4. Product Substitution Requests.

5. Draft Construction site staging and access plan: Depict phases of work areas, Contractor parking areas, Lay down and material storage areas, fencing, gates/ access drives, construction office (if applicable) location and portable restrooms location (if applicable).

6. List of Key Personnel, Qualifications, contact & emergency contact information.

Contractor’s on-site management and supervisory personnel shall be pre-approved by the County per article 2.12.4.1 of the Construction Contract.

7. Submittals Schedule per specification section, including anticipated submittal dates and due dates.

C. Progress Meetings: shall be heldevery two weeks (virtually – once/ month, on-site – once/ month). Attendees include County, Architect, Contractor and Subcontractors. The Contractor shall prepare all meeting agenda and minutes. Topics of agenda shall be as follows:

1. Safety & Security

2. Critical work sequences

3. Field Decisions

4. Topics per scope items

5. Requests for Information Log

6. Submittal Log

7. Administration & Financials

a. Pay Applications

b. Change Orders

c. Construction Change Requests

d. Owner Direct Purchases

8. Architect Supplemental Instructions

9. CPM Schedule

10. Two Week Look Ahead

D. Pre-Installation Conference: Conduct pre-installation conference on site before each major construction activity that requires coordination with other construction. Attendees include The Contractor, the Architect, the County, the Installer, Fabricator and Manufacturer Representative. Contactor shall prepare meeting agenda and minutes. Topics of agenda shall be as follows:

1. Shop drawings, product data and samples.

2. Inspection and testing requirements.

3. Warranty.

4. Operation & Maintenance.

5. Acceptance of substrate.

6. Compatibility of materials.

7. Time schedule.

8. Purchases & Deliveries.

DeLand Regional Library Play Yard Walkway 010100 -3

9. Storage.

10. Safety.

11. Protection.

12. Phasing of Work.

13. Coordination with adjacent work sequences.

E. Warranty Walk: Conduct 30 days prior to expiration of Contractor’s one year warranty period.

Attendees shall include the Contractor, Architect and County. Contractor shall:

1. Create/ distribute Field Report with punch list and proposed corrective action.

2. Coordinate with vendors and subcontractors.

3. Submit a letter notifying County that corrections have been made coincident with follow-up field visit with Architect and County.

1.06 OWNER OCCUPANCY

A. The County will continuously occupy portions of the site. Cooperate fully with County during construction operations to minimize conflicts. Perform work so as not to interfere with County’s operations.

1.07 CONTRACTOR USE OF PREMISES AND TEMPORARY FACILITIES

A. General: During entire construction period, Contractor shall have non-exclusive use of premises for construction operations, including use of site. Contractor must maintain traffic per FDOT Index 600-650 at all times and notify the County of any required shutdowns of greater than 15 minutes during a one hour period at least 72 hours prior to traffic shut down.

B. Use of Site: Confine operations to limits of work area. Where no limits are indicated limit work area to no more than 25 ft. beyond the immediate work area unless approved in advance by the County. Portions of site beyond areas on which work is indicated are not to be disturbed.

Conform to the following site rules while engaged in project construction.

1. Keep existing driveways and entrances serving premises clear at all times. Do not use these areas for parking or storage of materials.

2. Do not unreasonably encumber site with materials or equipment. Confine stockpiling of materials and location of storage sheds to areas indicated. If additional storage is necessary, obtain and pay for such storage off site.

3. Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with motor running or ignition key in place.

C. Work Hours: Subject to Ocean Center Event schedule.

D. Safety: Contractor shall implement a job safety plan in compliance with OSHA & Florida

Statutes as stated in the Construction Contract, Article 2.12.7.

E. Contractor shall provide:

1. A Construction trailer is not required.

2. Contractor may use existing building power.

3. Contractor may use existing building water.

4. Chain link construction fencing is not required.

5. Waste disposal services.

6. Toilets: Contractor my use existing toilet facilities.

7. First aid supplies.

8. Portable, UL rated; type A-B-C fire extinguishers per NFPA 10.

9. Project identification sign is not required.

010100 -4 DeLand Regional Library Play Yard Walkway

F. Quality Assurance:

1. Comply with applicable laws and regulations of authorities having jurisdiction, including but not limited to:

a. Florida Building Code.

b. Department of Health.

c. Utility company regulations.

d. Police and fire department rules.

e. Environmental protection regulations.

2. Comply with industry standards:

a. NFPA 241, “Building Construction and Demolition Operations”.

b. ANSI-A10 Series standards for “Safety Requirements for Construction and

Demolition”.

c. NECA Electrical Design Library “Temporary Electric Facilities”.

d. Electric Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code

(NFPA 70).

1.08 COORDINATION

A. General: Work of this Contract includes coordination of entire work of project, including general coordination, preparation of diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods.Coordinate construction activities included under various sections of the specifications to assure efficient and orderly installation of each part of the work. Coordinate construction operations included under different sections that are dependent upon each other for proper installation, connection and operation.

B. Inspection of Conditions: Require the installer of each component or system to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected.

C. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the architect’s plans and specifications.

D. Inspect materials and equipment immediately upon delivery and again prior to installation.

Reject damaged or defective items.

E. Secure work true to plumb and level. Allow for expansion and building movement.

F. Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer to the architect for decisions on joint layout.

G. Recheck measurements and dimensions, before starting each installation.

H. Install each component or system during optimal weather conditions as recommended by manufacturer.

I. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration.

J. Coordinate temporary enclosures.

K. Coordinate inspection and testing in a timely manner to minimize the necessity of uncovering completed construction for that purpose.

L. Where mounting heights are not indicated, consult the Architect.

1.09 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration through substantial completion.

DeLand Regional Library Play Yard Walkway 010100 -5

B. Clean and maintain completed construction as frequently as necessary through remainder of construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging or otherwise deteriorating exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessive high or low temperatures.

4. Thermal shock.

5. Excessive high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling, staining or corrosion.

16. Bacteria.

17. Rodent and insect infestation.

18. Combustion.

19. Electrical current.

20. High-speed operation.

21. Improper lubrication.

22. Unusual wear or other misuse.

23. Contact between incompatible materials.

24. Destructive testing.

25. Misalignment.

26. Excessive weathering.

27. Unprotected storage.

28. Improper shipping or handling.

29. Theft.

30. Vandalism.

D. Final Cleaning: Contractor shall:

1. Remove paint, excess glazing compound, excess caulking compound and other soiled spots from windows, doors and glass, leaving both sides of glass in clean condition.

2. Remove marks, stains and soiled spots from finished surfaces. Refinish or replace surfaces where necessary.

3. Remove dust, dirt, fingerprints, paint droppings and other blemishes.

4. Mop and clean floors, vacuum carpet.

5. Remove debris, nails and metal scrap from roof.

6. Remove construction debris from landscape areas, walks, paving and other exterior areas.

7. Use cleaning materials recommended by manufacturer of material or equipment being cleaned, particularly resilient flooring and carpets.

1.10 CUTTING AND PATCHING

A. Quality Assurance:

1. Obtain pre-approval from Architect prior to cutting and patching.

010100 -6 DeLand Regional Library Play Yard Walkway

B. Operational and Safety Limitations:

1. Protect existing and new construction during cutting and patching to prevent damage.

2. Provide temporary weather and security barrier for areas of project that may be exposed during cutting.

3. To avoid marring of existing finish surfaces, cut or drill from the exposed or finished side into concealed surfaces.

1.11 PRODUCTS

A. Pre-Bid: Provide specified products per the plans and technical specification. If the Contractor would like to propose equivalent products, the products must be pre-approved by the Architect during the bidding phase. Submit completed SUBSTITUTION REQUEST FORMS with supporting product information, performance data and warranty to Purchasing no later than 10 days prior to the bid date.

B. Construction: Requests for substitutions shall be considered only if the specified products are unavailable, cause undo delay to the project schedule or if a substitute product provides substantial savings to the County.Submit SUBSTITUTION REQUEST FORMS and supporting data via email to the Architect, copy County,5 days prior to the preconstruction conference.

DeLand Regional Library Play Yard Walkway 010100 -7

SUBSTITION REQUEST FORM

DATE: PROJECT: CONTRACT #:

SPECIFIED ITEM:

SPECIFICATION SECTION AND ARTICLE NUMBER DRAWING DETAIL #:

PROPOSED SUBSTITION:

DIFFERENCE BETWEEN PROPOSED SUBSTITUTION AND ARCHITECT SPECIFIED

PRODUCT:

AFFECT OF PROPOSED SUBSTITUTION ON OTHER PARTS OF THE WORK:

AFFECT OF PROPOSED SUBSTITUTION ON CONSTRUCTION SCHEDULE:

WILL THE SUBSTITUTION REQUIRE CHANGE TO THE CONSTRUCTION DOCUMENTS?

REASON FOR REQUESTING SUBSTITUTION:

SAVINGS TO COUNTY FOR ACCEPTING SUBSTITUTION:

CONTRACTOR:

SUBMITTED BY: DATE:

ATTACHMENT:

PRODUCT CUT SHEET, SPECIFICATIONS, DRAWINGS, PHOTOGRAPHS, PERFORMANCE/

TEST DATA AND SAMPLE WARRANTY.

ARCHITECT ACTION:

BY: DATE:

010100 -8 DeLand Regional Library Play Yard Walkway

1.12 SUBMITTALS

A. Submit shop drawings, product data and samples as required in individual sections of specifications.

B. Substitute products shall not be submitted as shop drawing submittals. Provide separate

SUBSTITUTION REQUEST FORM.

C. Submit shop drawings, product data, samples, and other required information in sufficient time to permit proper review before any materials and equipment are delivered to Project.

D. To the greatest extent possible, all submittals shall be made within the 30 days of notice to proceed with contract.

E. Verify all measurements so that all parts of Project will fit together.

F. Send submittals to Architect with "Submittal Cover Letter" included herein with copy to the

County. Submittal prior to transmission must be checked and approved by Contractor& Subcontractor and bear date, stamps and signature so stating.

G. For initial and any resubmissions provide PDF and samples (two sets to Architect, one set to County) via courier.

H. Submittals will be returned stamped by the Architect.

I. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related work and other applicable activities.

J. Contractor shall check shop drawings, product data, samples and other information for conformance to drawing and specification requirements, STAMPING EACH SUBMITTAL indicating examination and approval.

K. Subcontractors shall check and STAMP SUBMITTALS in similar manner prior to sending to Contractor.

L. Product Data: Collect required product data into single submittal for each unit of work or system. MARK EACH COPY to show which choices and options are applicable to project.

Where product data has been printed to include information on several similar products, some of which are not required for use on project, or are not included in this submittal, mark copies to show clearly that such information is not applicable.

M. Architect and County comments made on submittals during review do not relieve Contractor from compliance with requirements of the drawings and specifications. This review is for the limited purpose of checking for conformance with information given and the design concept expressed in the drawings and specifications. The Contractor remains responsible for determining the accuracy and completeness of other details such as dimensions and quantities;

for substantiating instructions for installations; verifying materials, field measurements and related criteria; checking, coordinating, and performing work in compliance with the drawings and specifications.Review of shop drawings, product data and samples does not relieve Contractor from responsibility for providing a complete and functioning Project.

DeLand Regional Library Play Yard Walkway 010100 -9

SUBMITTAL COVER LETTER

DATE: PROJECT NAME: CONTRACT #:

SPECIFICATION SECTION &

SUBMITTAL #: I.E. (07200-#001)

CONTRACTOR:

ADDRESS:

TO:

SPECIFICATIONSECTION DESCRIPTION QUANTITY

& ARTICLE NO.

ENCLOSED SUBMITTAL IS MADE IN ACCORDANCE WITH THE PROJECT SPECIFICATION

AND RELATED DOCUMENTS. THE SUBMITTAL HAS BEEN REVIEWED BY THIS

CONTRACTOR FOR CONFORMANCE TO CONTRACT DOCUMENT REQUIREMENTS AND IS

STAMPED, DATED AND SIGNED.

BY: __________________________

010100 -10 DeLand Regional Library Play Yard Walkway

1.13 OPERATION AND MAINTENANCE MANUALS

A. Manuals shall consist of PDF and two three-ring binders with individual tab separating information into specification sections.

1. Title page shall list the following:

a. Project name, address, city and state.

b. County name, address, city, state, point of contact, email & phone #..

c. Architect name, address, city, state, point of contact, email & phone #.

d. Contractor name, address, city, state, point of contact, email & phone #.

2. Second page shall be an index of materials and equipment per specification number that are included within manual, listed in specification section order. For each material and equipment, indicate:

a. Subcontractor's name, address, point of contact, email & phone #.

b. Supplier's name, address, point of contact, email & phone #.

c. Name of nearest manufacturer's representative, address, point of contact, email & phone #.

B. Each subcontractor shall include following, per specification and product, as applicable in prepared manuals:

1. Manufacturer's equipment/product literature; model and serial numbers as appropriate.

2. Operating and lubricating instructions.

3. Maintenance instructions.

4. Parts numbers of replaceable items.

5. Control diagrams for motor operated equipment.

6. Written guarantees and warranties.

1.14 STANDARDS - ABBREVIATIONS

AA Aluminum Association, Inc.

AAA American Arbitration Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers' Association AASHTO American Assn of State Highway and Transportation Officials ACGIH American Conference of Governmental Industrial Hygienists ACI American Concrete Institute ADC Air Distribution Council AFI Air Filter Institute AGA American Gas Association AGC Associated General Contractors of America, Inc.

AI The Asphalt Institute AIA American Institute of Architects A Insur. A American Insurance Association AISC American Institute of Steel Construction, Inc.

AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANSI American National Standards Institute APA American Plywood Association API American Petroleum Institute ARI Air-Conditioning and Refrigeration Institute

DeLand Regional Library Play Yard Walkway 010100 -11

ASHRAE American Society of Heating, Refrigeration and Air-Cond. Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ASPEAmerican Society of Plumbing Engineers ASSEAmerican Society of Sanitary Engineers AWI Architectural Woodwork Institute AWWA American Water Works Association AWS American Welding Society AWPA American Wood-Preservers' Association AWPB American Wood Preservers Bureau AWPI American Wood Preservers Institute BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America BOCA Building Officials Code Administrators C Celsius CISPICast Iron Soil Pipe Institute COP Coefficient of performance CRD Corps of Engineers Specification CRI The Carpet and Rug Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards, U.S. Department of Commerce CSI The Construction Specifications Institute, Inc.

EER Energy Efficiency Ratio F Fahrenheit FDOT Florida Department of Transportation FGMA Flat Glass Marketing Association FM Factory Mutual FS or Fed Spec Federal Specifications GA Gypsum Association GSA General Services Administration HPMA Hardwood Plywood Manufacturer's Association IBRM Institute of Boiler and Radiator Manufacturers IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IPCEA Insulated Power Cable Engineers Association IRI Industrial Risk Insurers (Formerly FIA) LIA Lead Industries Association, Inc.

MBMA Metal Building Manufacturer's Association MIA Marble Institute of America Mil Std Military Standard

010100 -12 DeLand Regional Library Play Yard Walkway

MLA Metal Lath/Steel Framing Association MSS Manufacturer's Standardization Society of Valve & Fitting Industry NAAMM National Association of Architectural Metal Manufacturers NBHA National Builders' Hardware Association NBS National Bureau of Standards (U.S. Dept. of Commerce) NCMA National Concrete Masonry Association NCPI National Clay Pipe Institute NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer's Association NFPANational Fire Protection Association NESCA National Environmental Systems Contractors Association NMWIA National Mineral Wool Insulation Association NPA National Particleboard Association NTMA National Terrazzo & Mosaic Association, Inc.

NRMCA National Ready-Mixed Concrete Association, Inc.

NSC National Safety Council NSF National Sanitation Foundation NWMA National Woodwork Manufacturers Association O.C. On Center OSHA Occupational Safety and Health Administration PCI Prestressed Concrete Institute PDI Plumbing and Drainage Institute PCA Portland Cement Association PI Perlite Institute PS Product Standard of NBS (U.S. Dept. of Commerce) SDI Steel Deck Institute S.D.I. Steel Door Institute SIGMA Sealed Insulating Glass Manufacturers' Association SMACNA Sheet Metal and Air Conditioning Contractors' National Association, Inc.

SSPC Steel Structures Painting Council SWI Steel Window Institute TCA Tile Council of America, Inc.

UL Underwriters Laboratories, Inc.

WG Water gage WRI Wire Reinforcement Institute

END OF SECTION 010100

2502 Cast-in-Place Concrete DeLand Regional Library Play Yard Walkway 033000-1

SECTION 033000

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete formwork.

B. Slabs on grade.

1.02 REFERENCE STANDARDS

A. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete

Specimens; 2015a.

B. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2012.

C. ASTM C150/C150M - Standard Specification for Portland Cement; 2015.

D. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the

Volumetric Method; 2014.

E. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2015.

F. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types); 2004 (Reapproved 2013).

1.03 SUBMITTALS

A. See Section 013000 - Submittals, for submittal procedures.

B. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements.

C. Mix Design: Submit proposed concrete mix design.

1.04 QUALITY ASSURANCE

A. Acquire cement from same source and aggregate from same source for entire project.

PART 2 PRODUCTS

2.01 FORMWORK

A. Formwork Design and Construction: Comply with guidelines of ACI 347 to provide formwork that will produce concrete complying with tolerances of ACI 117.

B. Form Materials: General Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

1. Form Facing for Exposed Finish Concrete: General Contractor's choice of materials that will provide smooth, stain-free final appearance.

2. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings.

2.02 REINFORCEMENT

A. Reinforcing Steel: ASTM A615/A615M Grade 40 (280).

1. Type: Deformed billet-steel bars.

B. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gage.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

2.03 CONCRETE MATERIALS

A. Cement: ASTM C 150, Type I - Normal or Type III - High Early Strength, Portland types.

B. Fine and Coarse Aggregates: ASTM C 33.

Cast-in-Place Concrete 2502 033000 -2 DeLand Regional Library Play Yard Walkway

1. Acquire all aggregates for entire project from same source.

C. Fly Ash: ASTM C 618, Class C or F. Use at concealed areas only.

D. Water: Clean and not detrimental to concrete.

2.04 BONDING AND JOINTING PRODUCTS

A. Waterstops: As specified in Section 03252.

B. Waterstop Sealant: As specified in Section 03252.

C. Joint Filler: Nonextruding, resilient asphalt impregnated fiberboard or felt, complying with

ASTM D 1751, 1/4 inch thick and 4 inches deep ; tongue and groove profile.

D. Slab Construction Joint Devices: Combination keyed joint form and screed, galvanized steel, with minimum 1 inch diameter holes for conduit or rebars to pass through at 6 inches on center;

ribbed steel stakes for setting.

1. Provide removable plastic cap strip that forms wedge-shaped joint for sealant installation.

2. Height: To suit slab thickness.

E. Construction Joint Devices: Integral extruded plastic; thickness determined by application and as recommended by manufacturer, formed to tongue and groove profile, with removable top strip exposing sealant trough, knockout holes spaced at 6 inches, ribbed steel spikes with tongue to fit top screed edge.

F. Other Sealant and Primer: As specified in Section 079005.

2.05 CONCRETE MIX DESIGN

A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

B. Normal Weight Concrete:

1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: As indicated on drawings.

2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.

3. Cement Content: Minimum 500 lb per cubic yard.

4. Water-Cement Ratio: Maximum 40 percent by weight.

5. Total Air Content: 4 percent, determined in accordance with ASTM C173/C173M.

6. Maximum Slump: 4 inches.

7. Maximum Aggregate Size: 3/4 inch.

2.06 MIXING

A. Transit Mixers: Comply with ASTM C94/C94M.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this section.

3.02 PREPARATION

A. Verify that forms are clean and free of rust before applying release agent.

B. Layout and install all joint devices, including waterstop products and systems, and coordinate their placement and installation with erection of concrete formwork, placment of form accessories and applicable portions of subdrainage systems. Ensure waterstop products and systems are installed in strict accordance with manufacturer's recommendations as to ensure a water-tight foundation system, including connections between new foundation systems and existing facility foundation systems.

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

D. Install base layer material as indicated on drawings.

2502 Cast-in-Place Concrete DeLand Regional Library Play Yard Walkway 033000 -3

E. Install vapor retarder over base layer material and under interior slabs on grade. Lap joints minimum 6 inches and seal watertight by taping edges and ends. Secure in place until concrete can be placed.

3.03 PLACING CONCRETE

A. Ensure reinforcement, inserts, waterstops, embedded parts, and formed construction joint devices will not be disturbed during concrete placement. Refer to structural drawings for required embedded items. Such embedded items will be furnished by others but installed under the scope of work covered by this specification. Installation of these items shall be considered incedental to construction and no separate payment will be made.

3.04 CONCRETE FINISHING

A. Repair surface defects, including tie holes, immediately after removing formwork.

B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/8 inch or more in height.

C. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows:

1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 301.1R; thin floor coverings include carpeting, resilient flooring, seamless flooring, and thin set ceramic tile.

2. Other Surfaces to Be Left Exposed: "Steel trowel" as described in ACI 302.1R, minimizing burnish marks and other appearance defects.

D. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1/8" per foot nominal.

3.05 FIELD QUALITY CONTROL

A. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations.

B. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements.

C. Compressive Strength Tests: Adhere to testing requirements and quantities indicated in

Section 01410.

D. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C

143/C 143M and as required in Section 01410.

3.06 DEFECTIVE CONCRETE

A. Test Results: The testing agency shall report test results in writing to Hall & Ogle Architects, Inc. and General Contractor within 24 hours of test.

B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements.

C. Repair or replacement of defective concrete will be determined by the Hall & Ogle Architects, Inc.. The cost of additional testing shall be borne by General Contractor when defective concrete is identified.

D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Hall & Ogle Architects, Inc. for each individual area.

END OF SECTION

2502 ALUMINUM-FRAMED ENTRANCES

DeLand Regional Library Play Yard Walkway 084120-1

SECTION 084120

ALUMINUM-FRAMED ENTRANCES

PART 1 GENERAL

1.01 WORK INCLUDED

A. Furnish all necessary materials, labor, and equipment for the complete installation of the aluminum swing doors, door frames, and hardware as shown on the drawings and specified herein.

1.02 SUMMARY

A. Section includes: Aluminum Swing Doors, including:

1. 1. YKK AP Model 35H Impact Resistant and Blast Mitigating Heavy Duty Swing Doors.

1.03 SYSTEM PERFORMANCE DESCRIPTION

A. Performance Requirements: Aluminum swing doors shall meet all requirements of ASTM E 1886, ASTM E 1996 and South Florida Building Code Protocols TAS 201, TAS 202, and TAS 203 and comply with the following specific performance requirements indicated.

1. Air Infiltration (Single Acting Butt Hinges, Continuous Hinges, or Offset Pivots): Air infiltration shall be tested in accordance with ASTM E 283 at static pressure of 1.57 PSF (75 Pa). Infiltration shall not exceed 0.50 CFM/FT² for single door or 1.00 CFM/FT² for pair doors.

2. Water Infiltration: No uncontrolled water other than condensation on indoor face of any component tested in accordance with ASTM E 331 at a test pressure differential of 10.5 psf (503 Pa). Water test to be performed immediately after design pressure test. Standard 35H Entrances are intended for 1st floor applications.

3. Structural: Door corner structural strength shall be tested per YKK AP’s dual moment test procedure and certified by an independent testing laboratory to ensure corner integrity and weld compliance. Certified test procedures and results are available upon request.

4. Structural Uniform Load Test:

a. Doors:

1) Positive Pressure: 70 PSF - Air and Water Threshold; insulating glazing.

2) Negative Pressure: 90 PSF

5. Forced Entry Resistance: Tests performed simultaneously with 300 lb. forces applied to the active door panel within 3" of the locks in the direction that would tend to open the door while 150 lb. forces are applied in both perpendicular directions to the 300 lb. force simultaneously.

6. Thermal Performance: When tested in accordance with AAMA 1503 and NFRC 102:

a. Condensation Resistance Factor (CRFf): A minimum of 28.

b. Thermal Transmittance U Value: 0.77 BTU/HR/FT²/ºF or less.

1.04 SUBMITTALS

A. General: Prepare, review, approve, and submit specified submittals in accordance with

"Conditions of the Contract" and Division 1 Submittals Section. Product data, shop drawings, samples, and similar submittals are defined in "Conditions of the Contract".

B. Product Data: Submit product data for each entrance series specified.

C. Substitutions: Whenever substitute products are to be considered, supporting technical data, samples, and test reports must be submitted ten (10) working days prior to bid date in order to make a valid comparison.

D. Shop Drawings: Submit shop drawings showing layout, profiles, and product components, including anchorage, accessories, and finish colors.

E. Samples: Submit verification samples for colors. Minimum 2½ inch by 3 inch (61mm by 73

mm) samples on actual aluminum substrates indicating full color range expected in installed system.

ALUMINUM-FRAMED ENTRANCES 2502

084120 -2 DeLand Regional Library Play Yard Walkway

F. Quality Assurance / Control Submittals:

1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics and physical properties.

2. Installer Qualification Data: Submit installer qualification data.

G. Close-out Submittals:

1. Warranty: Submit executed warranty documents specified herein, endorsed by YKK AP authorized official and installer.

2. Project Record Documents: Submit project record documents, including operation and maintenance data for installed materials in accordance with Division 1 Project Close-out (Project Record Documents) Section.

1.05 QUALITY ASSURANCE

A. Qualifications:

1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the installation of work similar to that required for this project. If requested by Owner, submit reference list of completed projects.

2. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction process.

B. Pre-Installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer's installation instructions, and manufacturer's warranty requirements.

1.06 PRODUCT CONDITIONS / SITE CONDITIONS

A. Field Measurements: Verify actual measurements/openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.

1.07 WARRANTY

A. Project Warranty: Refer to "Conditions of the Contract" for project warranty provisions.

B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by an authorized company official.

1. Warranty Period: Manufacturer’s one (1) year standard warranty commencing on the substantial date of completion for the project provided that the warranty, in no event, shall start later than six (6) months from the date of shipment by YKK AP America Inc.

PART 2 PRODUCTS

IT IS THE INTENT OF THIS SPECIFICATION TO HAVE A SINGLE SOURCE RESPONSIBILITY

FOR THE SUPPLY OF THE ALUMINUM DOORS AND FRAMING SYSTEMS ON THIS

PROJECT. ANY DEVIATION FROM THE ACCEPTABLE MANUFACTURERS LISTED BELOW

MUST BE APPROVED IN WRITING BY THE ARCHITECT AT LEAST TEN (10) DAYS PRIOR TO

BID DATE.

2.01 MANUFACTURERS

A. Acceptable Manufacturers:

1. YKK AP America Inc.

270 Riverside Parkway, Suite A Austell, GA 30168 Telephone (678)838-6000

B. Impact Resistant and Blast Mitigating Entrances:

1. YKK AP Model 35H Impact Resistant and Blast Mitigating Entrances.

a. 35H Description: 3-7/8" (98.36 mm) Door Stile, 2-3/8" thick.

2. Corner Construction: Fabricate door corners joined by concealed reinforcement secured with screws and sigma deep penetration welding.

2502 ALUMINUM-FRAMED ENTRANCES

DeLand Regional Library Play Yard Walkway 084120 -3

3. Glazing: Manufacturer's standard glazing stops with EPDM glazing gaskets to prevent water infiltration at the exterior and structural silicone sealant for wet glazing, EPDM silicone compatible gasket for dry glazing with fixed stops at the interior.

4. Weather-stripping: Manufacturer's standard elastomer type in replaceable rabbets for stiles and rails.

5. Standard Hardware:

a. Roton® 780-226HD continuous hinge(s).

b. Type "A" standard YKK AP push/pull.

c. LCN 4040XP surface mounted closer.

d. Von Duprin® CVR (98 / 99 series) US26D Finish, Provide cylinder dogging

e. GC to provide permanent 20-740-XP cores

2.02 MATERIALS

A. Extrusions: ASTM B 221 (ASTM B 221M), 6063-T5 Aluminum Alloy.

B. Aluminum Sheet:

1. Anodized Finish: ASTM B 209 (ASTM B 209M), 5005-H14 Aluminum Alloy, 0.050" (1.27

mm) minimum thickness.

2.03 ACCESSORIES

A. Manufacturer's Standard Accessories:

1. Fasteners: Zinc plated steel concealed fasteners; Hardened aluminum alloys or AISI 300 series less steel exposed fasteners, countersunk, finish to match aluminum color.

2. Perimeter Sealant: Non-skinning type, AAMA 803.3.

3. Glazing: Setting blocks, edge blocks, and spacers in accordance with ASTM C 864, shore durometer hardness as recommended by manufacturer. Glazing gaskets in accordance with ASTM C 864.

4. Glazing Adhesive: Dow Corning® 995 Structural Silicone Sealant.

2.04 FABRICATION

A. Shop Assembly: Fabricate and assemble units with joints only at intersection of aluminum members with uniform hairline joints; rigidly secure, and sealed in accordance with manufacturer's recommendations.

B. Hardware: Drill and cut to template for hardware. Reinforce frames and door stiles to receive hardware in accordance with manufacturer's recommendations.

C. Welding: Conceal welds on aluminum members in accordance with AWS recommendations or methods recommended by manufacturer. Members showing welding bloom or discoloration on finish or material distortion will be rejected.

2.05 FINISHES AND COLORS

A. A. YKK AP America Anodized Plus® Finish:

1. Clear Anodized Plus® B. Anodized Finishing: Prepare aluminum surfaces for specified finish; apply shop finish in accordance with the following:

1. Anodic Coating: Electrolytic color coating followed by an organic seal applied in accordance with the requirements of AAMA 612-02. Aluminum extrusions shall be produced from quality controlled billets meeting AA-6063-T5.

2. Exposed Surfaces shall be free of scratches and other serious blemishes.

3. Extrusions shall be given a caustic etch followed by an anodic oxide treatment and then sealed with an organic coating applied with an electrodeposition process.

4. The anodized coating shall comply with all of the requirements of AAMA 612-02: Voluntary

Specifications, Performance Requirements and Test Procedures for Combined Coatings of Anodic Oxide and Transparent Organic Coatings on Architectural Aluminum. Testing shall demonstrate the ability of the finish to resist damage from mortar, salt spray, and chemicals commonly found on construction sites, and to resist the loss of color and gloss.

ALUMINUM-FRAMED ENTRANCES 2502

084120 -4 DeLand Regional Library Play Yard Walkway

5. Overall coating thickness for finishes shall be a minimum of 0.7 mils.

PART 3 EXECUTION

3.01 MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS

A. Compliance: Comply with manufacturer's product data, including product technical bulletins, installation instructions, and product carton instructions. The latest installation instructions for this product are available at www.ykkap.com.

3.02 EXAMINATION

A. Site Verification of Conditions: Verify conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer's instructions.

1. Verify location of preset anchors, perimeter fasteners, and block-outs are in accordance with shop drawings.

3.03 PREPARATION

A. Adjacent Surfaces Protection: Protect adjacent work areas and finish surfaces from damage during product installation.

1. 1. Aluminum Surface Protection: Protect aluminum surfaces from contact with lime, mortar, cement, acids, and other harmful contaminants.

3.04 INSTALLATION

A. General: Install manufacturer's system in accordance with shop drawings, and within specified tolerances.

3.05 FIELD QUALITY CONTROL

A. Manufacturer's Field Services: Upon request, provide manufacturer's field service consisting of site visit for inspection of product installation in accordance with manufacturer's instructions.

3.06 ADJUSTING AND CLEANING

A. Adjusting: Adjust swing doors for operation in accordance with manufacturer's recommendations.

B. Cleaning: The General Contractor shall clean installed products in accordance with manufacturer's instructions prior to owner's acceptance, and remove construction debris from project site. Legally dispose of debris.

C. Protection: The General Contractor shall protect the installed product's finish surfaces from damage during construction.

2502 PAINTING

DeLand Regional Library Play Yard Walkway 099000-1

SECTION 099000

PAINTING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section.

1.02 DESCRIPTION OF WORK:

A. Extent of painting work is indicated on drawings and schedules, and as herein specified.

B. Work includes painting and finishing of interior and exterior exposed items and surfaces throughout project, except as otherwise indicated.

C. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatment specified under other sections of work.

D. Work includes field painting of exposed bare and covered pipes and ducts (including color coding), and of hangers, exposed steel and iron work, and primed metal surfaces of equipment installed under mechanical and electrical work, except as otherwise indicated.

E. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.

F. Surfaces to be Painted: Except where natural finish of material is specifically noted as a surface not to be painted, paint exposed surfaces whether or not colors are designated in "schedules". Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. If color or finish is not designated, Architect will select these from standard colors or finishes available.

G. Following categories of work are not included as part of field-applied finish work.

H. Pre-Finished Items: Unless otherwise indicated, do not include painting when factory- finishing or installer-finishing is specified for such items as (but not limited to) metal toilet enclosures, prefinished partition systems, acoustic materials, architectural woodwork and casework, elevator entrance doors and frames, elevator equipment, and finish mechanical and electrical equipment, including light fixtures, switchgear and distribution cabinets.

I. Concealed Surfaces: Unless otherwise indicated, painting is not required on surfaces such as walls or ceilings in concealed areas and generally inaccessible areas, foundation spaces, furred areas, utility tunnels, pipe spaces, duct shafts and elevator shafts.

J. Finished Metal Surfaces: Unless otherwise indicated, metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials will not require finish painting.

K. Operating Parts: Unless otherwise indicated, moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sinkages, sensing devices, motor and fan shafts will not require finish painting.

L. Following categories of work are included under other sections of these specifications.

M. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under various sections for structural steel, metal fabrications, hollow metal work and similar items.

N. Unless otherwise specified, shop priming of fabricated components such as architectural woodwork, wood casework and shop-fabricated or factory-built mechanical and electrical equipment or accessories is included under other sections of these specifications.

O. Do not paint over any code-required labels, such as Underwriters' Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates.

PAINTING 2502

099000 -2 DeLand Regional Library Play Yard Walkway

1.03 QUALITY ASSURANCE:

A. Single Source Responsibility: Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits.

B. Coordination of Work: Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings systems for various substrates. Upon request from other trades, furnish information or characteristics of finish materials provided for use, to ensure compatible prime coats are used.

1.04 SUBMITTALS:

A. See Section 010100 County Construction Procedures, Paragraph 1.12 Submittals.

B. Product Data: Submit manufacturer's technical information including paint label analysis and application instructions for each material proposed for use.

C. Samples: Prior to beginning work, Architect will furnish color chips for surfaces to be painted.

Use representative colors when preparing samples for review. Submit samples for Architect's review of color and texture only. Provide a listing of material and application for each coat of each finish sample.

D. On 12" x 12" hardboard, provide two samples of each color and material, with texture to simulate actual conditions. Resubmit samples as requested by Architect until acceptable sheen, color, and texture is achieved.

E. On actual wood surfaces, provide two 4" x 8" samples of natural and stained wood finish. Label and identify each as to location and application.

F. On concrete masonry, provide two 4" square samples of masonry for each type of finish and color, defining filler, prime and finish coat.

1.05 DELIVERY AND STORAGE:

A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, and following information:

B. Name or title of material.Manufacturer's name.

C. Fed. Spec. number, if applicable.Thinning instructions.

D. Manufacturer's stock number Contents by volume, for major pigment E. and date of manufacturer and vehicle constituents F. Application instructions.Color name and number.

G. Store materials not in actual use in tightly covered containers. Maintain containers used in storage of paint in a clean condition, free of foreign materials and residue.

H. Protect from freezing where necessary. Keep storage area neat and orderly. Remove oily rags and waste daily. Take all precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints.

1.06 JOB CONDITIONS:

A. Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees F (10 degrees C) and 90 degrees F (32 degrees C), unless otherwise permitted by paint manufacturer's printed…