ADDENDUM_1_complete.pdf

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Southern A&E, LLC

7951 Troon Circle

Austell, Georgia 30168

(770)-819-7777

Project Name: New Concessions and Field for Rossville M.S.

Project Number:

01-920-041

Client: Walker County School System

City/State: LaFayette, Georgia

Addendum Date: January 10, 2025

Bid Date: January 17, 2025

TO REGISTERED HOLDERS OF BID DOCUMENTS

INFORMATION CONTAINED IN THIS ADDENDUM SUPERSEDES PREVIOUS INFORMATION

CONTAINED IN BID DOCUMENTS

GENERAL:

1. The Proposal due date has changed to January 23rd at 2:00 p.m.

2. The Owner is referring to the project as “RMS Combo Field”. The address of the actual of the work is

2478 Happy Valley Road, Rossville, GA 30741.

3. Pre-proposal sign in sheet:

a. See attached for a copy of the mandatory pre-proposal sign in sheet. Proposals will only be accepted from companies who had a representative attend this meeting and sign in.

4. The RFP from the Georgia Procurement Registry website has been uploaded.

5. Samples: Submit at the time of and with Proposal.

a. Infield Samples:

1. Two (2) infilled sample boxes or containers (approx. 9” x 12”) of complete infield system, illustrating details (brand, model, height, infill, system name) of finished product.

2. Two (2) rag samples of turf with product label. (approx. 9” x 12”).

3. Infill

b. Outfield Samples:

1. Two (2) infilled sample boxes or containers (approx. 9” x 12”) of complete outfield system, illustrating details (brand, model, height, infill, system name) of finished product.

2. Two (2) rag samples of turf with product label. (approx. 9” x 12”).

3. Infill

6. Question: Entry road is damaged from existing dumpster and makes clear road will not withstand 300+ truck loads of stone & dirt. Please confirm this road needs tear out and replace, spot repairs, or unit pricing.

a. Response: The Staking Plan represents an area of the existing “road” that will be required to be removed and replaced in the existing dumpster area. It is up to each contractor to include in their proposal (bid) funds to cover all/any anticipated remedial repairs. Per specification section 31 20 00 part 1.6, “preexcavation photographs or video” shall be taken. FYI: this same asphalt road was recently used to haul in and out dirt and gravel for the switch over from natural grass to synthetic https://ssl.doas.state.ga.us/gpr/eventDetails?eSourceNumber=PE-55462-NONST-2025-000000010&sourceSystemType=gpr20

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CHANGES TO SPECIFICATIONS:

1. 000300 - Advertisement for Proposals

a. Delete this section and replace with the attached.

b. Proposal date changed to January 23rd at 2:00 p.m.

2. 003000 - Bid Form

a. Delete Bid form and replace with the attached.

3. 087000 – Door Hardware

a. Add specification section to construction documents.

4. 329213b – Artificial Sports Combo Field

a. Delete this section and replace with the attached.

CHANGES TO DRAWINGS:

1. Drawing C102

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Removal of concrete flume for dry enhanced swale

ii. Adjusting the clearing limits for the new location of the septic system.

2. Drawing C104

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Adjusting grades for the dry enhanced swale.

3. Drawing C105

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Indicating the location for the dry enhanced swale.

4. Drawing C106

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Indicating the limits of the soils tests, location of test holes, and soil series according to Soil

Analysis Map

ii. Adjustments to the design and layout of the septic system

5. Drawing C107

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Updates to the septic details, calculations, and inverts.

6. Drawing C207

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Installation of phase II BMPs for the septic system.

7. Drawing C502

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Addition of dry enhanced swale section and profile details.

8. Drawing C505

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Addition of anti-seep collar detail.

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9. Drawing A302

a. Strike through all keynotes “05 12 00” and replace with “05 21 00”.

10. Drawing A501

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Added millwork detail

11. Drawing U101

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Added sewage pump to secondary septic holding tank.

12. Drawing U502

a. Delete this drawing and replace with attached revised drawing dated 01-10-2025.

b. Changes include:

i. Added sewage pump schedule and sewer pipe bedding detail.

ATTACHMENTS:

General: Pre-Proposal Sign in Sheet

Specifications: 00 03 00, 00 30 00, 08 70 00, 32 92 13b, Drawing: C102, C104, C105, C106, C107, C207, C502, C505, A501, U101, U502

END OF ADDENDUM #1

NOTICE AND ADVERTISEMENT FOR PROPOSALS

WALKER COUNTY BOARD OF EDUCATION

ROSSVILLE MIDDLE SCHOOL ATHLETIC FIELD AND CONCESSIONS

1.1 SOLICITATION

A. Sealed Proposals from General Contractors will be received by Walker County Board of Education

“the Owner” in the Facilities & Operations Department at 298 Culberson Avenue, LaFayette, GA

30728 until 2:00 P.M. on Thursday, January 23, 2025 for construction of:

ROSSVILLE MIDDLE SCHOOL ATHLETIC FIELD AND CONCESSIONS

76 JOHN THOMPSON ROAD, FLINTSTONE, GA 30725

B. A Mandatory Pre-Proposal Meeting will be held on Thursday, January 7, 2025 at 11:00 A.M. at the

298 Culberson Avenue, LaFayette, GA 30728. Any person or entity that fails to attend the mandatory pre-proposal meeting will not be permitted to submit a Proposal for the Project and any Proposal submitted by a person or entity that did not attend the mandatory pre-proposal meeting will be returned unopened.

C. No extension of proposal will be made. Interested parties are invited to attend.

1.2 REQUEST FOR PROPOSAL DOCUMENTS

A. Request for Proposal “RFP” documents may be examined at Southern A & E “the Architect” at 7951 Troon

Circle, Austell, Georgia 30168 or by calling 770-819-7777 to request a password and link to Southern A &

E’s online plan service to view the documents. Upon further request, construction documents may be downloaded for printing or hardcopies may be ordered through the online plan service. Only complete sets will be provided for downloading or as hardcopies.

B. Proposals shall be submitted in accordance with the RFP Instructions to Offerors.

C. No deposits are required and no refunds will be made.

D. Proposal documents will not be sent to plan rooms.

1.3 CONDITIONS

A. No proposal may be withdrawn for a period of thirty (30) days after proposals are opened.

B. Bid bond in the amount of five percent of the base proposal is required and must be submitted with the proposal. A bid bond is the only acceptable form of bid security. No personal checks, cashier’s checks, certified checks or cash will be accepted in lieu of the bid bond.

C. Performance and payment bonds in the amount of one-hundred percent (100%) of the contract sum will be required prior to commencement of construction.

D. All bonds shall be written by a surety licensed to conduct business in Georgia, listed on the Federal

Register and acceptable to the Owner.

E. Offeror shall attach a Contractor Affidavit and Agreement demonstrating compliance with O.C.G.A. 13-10-

91, Georgia Security and Immigration Compliance Act. Offeror shall also comply with provisions of

O.C.G.A. 50-36-1, Verification of Lawful Presence Within United States through the use of the Systematic

Alien Verification for Entitlements (SAVE) program and shall provide verification of compliance with executed affidavits which are a part of the proposal packet.

F. Owner reserves the right to waive technicalities and irregularities and to reject any or all proposals. The proposals will be evaluated and awarded to what is most advantageous for the Walker County Board of

Education.

G. By submitting a proposal, the Offeror agrees to sign the Owner’s STANDARD FORM OF FIXED PRICE

CONSTRUCTION CONTRACT, which is one of the proposal documents.

1.4 SOLICITED BY:

Chris Wallace, Director of Facilities & Operations

Walker County Board of Education

Date advertised: December 17, 2024 on Website & Georgia Procurement December 18, 2024 & January 08, 2025 in the Walker County Messenger

22811- New Field and Concessions for Rossville Middle School ____00300-1 Addendum #1

SECTION 00300

BID FORM

Date: ____________________

Walker County Board of Education 298 Culberson Avenue LaFayette, Georgia 30278

ATTN: _____________________

Gentlemen:

Having carefully examined the Documents entitled New Field and Concessions for:

Rossville Middle School and the premises and conditions affecting the work, the Undersigned proposes to furnish all services, labor, and material called for by them in accord with said documents, for the following sum:

______________________________________ Dollars ($______________________), which sum is hereinafter called the "Base Bid".

The Undersigned agrees to commence actual Work on the site with an adequate force and equipment upon, but not before, receipt of Notice to Proceed and to achieve substantial completion of the Work under the Base Bid within __________ days thereafter.

In submitting this bid I further agree to the following unit prices for the work indicated:

1. Unit Price 1: Unsatisfactory Soils

a. Excavate unsatisfactory alluvial soils, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($ ________) per cubic yard.

2. Unit Price No. 2: Mass Rock

a. Excavate mass rock, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($ ________) per cubic yard.

3. Unit Price No. 3: Trench Rock

a. Excavate trench rock, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($ ________) per cubic yard.

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4. Unit Price No. 4: Rock Boring

a. Perform rock boring as required for utility installation for the unit price of ($

________) per linear foot of rock bored based on survey of distance bored.

5. Unit Price No. 5: Type C Silt Fence

a. Provide and install additional Type C Silt fence for the unit price of ($

_____) per linear foot of silt fence installed based on survey of additional length.

6. Unit Price No. 6: Erosion Control Matting

a. Provide and install additional erosion control matting for the unit price of ($

_____) per square yard of matting installed based on survey of additional area covered.

7. Unit Price No. 7: Straw Mulch

a. Provide and install additional straw mulching for the unit price of ($

______) per square foot of straw mulching installed based on survey of additional area covered.

8. Unit Price No. 8: Temporary Grassing

a. Provide and install additional temporary grassing for the unit price of ($

______) per square foot of temporary grassing installed based on survey of additional area covered.

9. Unit Price No. 9: Permanent Grassing

a. Provide and install additional permanent grassing for the unit price of ($

______) per square foot of grassing installed based on survey of additional area covered.

10. Unit Price No. 10: Bermuda Turfgrass Sod

a. Provide and install additional Bermuda sod for the unit price of ($ ______) per square foot of sod installed based on survey of additional area covered.

11. Unit Price No. 11: Stone Check Dam

a. Provide and install additional two foot high by eight-foot-long check dam using two (2) inch to ten (10) inch stone for the unit price of ($ ______) per check dam installed based on survey of additional units.

12. Unit Price No. 12: Hay Bale Check Dam

a. Provide and install additional staked, hay bale check dam for the unit price of ($ ______) per additional units installed based on survey of additional units installed.

13. Unit Price No. 13: Rip-Rap

a. Provide and machine place additional rip-rap for the unit price of ($

______) per ton based on delivery tickets.

14. Unit Price No. 14: Sd2-F Inlet Sediment Trap

a. Provide and install additional Sd2-F inlet sediment trap, fabric-wire backed with support frame for the unit price of ($ ______) per each trap based on survey of number of additional units installed.

15. Unit Price No. 15: Sd2 Inlet Sediment Trap

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a. Provide and install additional Sd2 block and gravel inlet sediment trap for the unit price of ($ ______) per each based on survey of number of additional units installed.

16. Unit Price No. 16: “Silt Saver” Inlet Sediment Trap

a. Provide and install additional “Silt Saver”, or equal, inlet sediment trap for the unit price of ($ ______) per each based on survey of number of additional units installed.

17. Unit Price No. 17: Polyacrylamide Gel Blocks

a. Provide and install additional polyacrylamide gel blocks for the unit price of

($ ______) per each based on survey of number of additional units installed.

18. Unit Price No. 18: Concrete Walk

a. Provide and install additional concrete walk (sidewalk) for the unit price of

($ ______) per square foot of sidewalk installed based on survey of additional area covered.

19. Unit Price No. 19: Chain Link Fence

a. Provide and install additional 4 feet tall chain link fence for the unit price of

($ ______) per linear foot of fence installed based on survey of additional length.

20. Unit Price No. 20: Chain Link Fence

a. Provide and install additional 6 feet tall chain link fence (6 gauge) for the unit price of ($ ______) per linear foot of fence installed based on survey of additional length.

21. Unit Price No. 21: Chain Link Fence

a. Provide and install additional 6 feet tall chain link fence (9 gauge) for the unit price of ($ ______) per linear foot of fence installed based on survey of additional length.

If the Undersigned is notified in writing by mail, telegraph, or delivery of the acceptance of this bid within sixty (60) days after the time set for the opening of bids, the Undersigned agrees to sign the Owner’s STANDARD FORM OF FIXED PRICE CONSTRUCTION CONTRACT (the “Contract”), which is one of the Bidding Documents within ten days of such notification and at the same time to furnish and deliver to the Owner a Performance Bond and Payment Bond, in the form provided by the Owner, both in an amount equal to 100% of the Contract Price, and to perform the Work for the above stated compensation. The Surety on such Performance Bond and Payment Bond shall be (a) authorized to conduct business in the State of Georgia, (b) rated “A- IX” or better by A.M. Best Company, and (c) listed by the United States Department of the Treasury in its Listing of Approved Sureties (Department Circular 570) with an underwriting limitation equal to or greater than the Contract Price.

Attached hereto is a Bid Bond executed in accord with the Instructions to Bidders in the amount being not less than 5% of the Base Bid, made payable to the Owner, as

22811 – New Field and Concessions for Rossville Middle School 00300-4 obligee. The undersigned agrees that in case of failure on its part to execute the Contract and required Performance Bond and Payment Bond within ten days after being given written notice of the award of Contract, the Bid Bond accompanying this Bid is callable, otherwise, said Bid Bond shall be returned to the Undersigned upon completion of such obligations.

Addendum No. _______ is acknowledged to be the last addendum received in numerical sequence.

I have included in my base bid, Allowances for the removal and replacement of unsuitable soils, mass rock and trench rock based on my unit prices and as outlined in Section 31 20 00 - Earthmoving and as listed in Section 01 21 00 – Allowances in the Project Manual.

I will contract with the listed subcontractors for the work categories described below:

Grading: ________________________________

Asphalt Paving: ________________________________

Plumbing: ________________________________

Electrical: ________________________________

Synthetic Turf: ________________________________

Fencing: ________________________________

Respectfully submitted, BY:

Title:

COMPANY:

(CORPORATE SEAL)

ADDRESS:

WITNESS:

22811 – New Field and Concessions for Rossville Middle School 00300-5

END OF SECTION

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PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes:

1. Mechanical door hardware including the following:

a. Hinges/pivots.

b. Locksets and cylinders.

c. Push plates and pulls.

d. Closers.

e. Kick, mop and protection plates.

f. Stops, wall bumpers and overhead controls.

g. Silencers.

h. Miscellaneous trim and accessories.

B. Related Sections:

1. Section 08 11 13 "Hollow Metal Doors and Frames".

1.3 ACTION SUBMITTALS

A. Samples for Initial Selection: Provide manufacturer’s standard color samples for all units requiring color selection.

B. Other Action Submittals:

C. Door Hardware Schedule: Within two (2) weeks from the date the purchase order is received, submit Hardware

Schedule to the Contractor or Construction Manager detailing fabrication and assembly of door hardware, as well as installation procedures and diagrams. Coordinate final door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware.

1. Submittal Sequence: Submit door hardware schedule concurrent with submissions of Product Data, Samples, and Shop Drawings if required. Coordinate submission of door hardware schedule with scheduling requirements of other work to facilitate the fabrication of other work that is critical in Project construction schedule.

2. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the

Hardware Schedule" and use same door numbers as in the Contract Documents. Double space entries, number and date each page.

3. Content: Include the following information:

a. Index of door and hardware sets

b. Identification number, location, handing of each opening, door label, door sizes, material of each door and frame, degree of opening and any lite and louver openings.

c. Locations of each door hardware set, cross-referenced to Drawings on floor plans and to door and frame schedule.

d. Complete designations, including name and manufacturer, type, style, function, size, quantity, function, and finish of hardware product for each door.

e. Fastenings and other pertinent information.

f. Explanation of abbreviations, symbols, and codes contained in schedule.

g. Mounting locations for door hardware including position of closers packed with multi-position mounting hardware

h. List of related door devices specified in other Sections for each door and frame.

1.4 INFORMATIONAL SUBMITTALS

A. Product Certificates: For electrified door hardware, from the manufacturer.

1. Certify that door hardware approved for use on types and sizes of labeled fire-rated doors complies with listed fire-rated door assemblies.

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B. Product Test Reports: For compliance with accessibility requirements, based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for door hardware on doors located in accessible routes.

C. Sample Warranties: Special warranties specified in this Section.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For each type of door hardware included in final hardware schedule.

B. Hardware and Keys: At Project completion, provide Owner with the following:

1. Instructions sheets for each item furnished

2. One set of any non-standard tools for installation of each item.

C. Contractor’s Certification.

D. Contractor’s Final Inspection Report.

E. Manufacturer’s Certifications.

1.6 QUALITY ASSURANCE

A. Source Limitations: Obtain each type of door hardware from a single manufacturer.

B. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated, provide door hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C, unless otherwise indicated.

C. Smoke- and Draft-Control Door Assemblies: Where smoke- and draft-control door assemblies are required, provide door hardware that meet requirements of assemblies tested according to UL 1784 and installed in compliance with NFPA 105.

D. Means of Egress Doors: Latches do not require more than 15 lbf (67 N) to release the latch. Locks do not require use of a key, tool, or special knowledge for operation.

E. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the U.S.

Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines, ICC/ANSI A117.1 and Georgia Accessibility Guidelines.

1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf (22.2 N).

2. Comply with the following maximum opening-force requirements:

a. Interior, Non-Fire-Rated Hinged Doors: 5 lbf (22.2 N) applied perpendicular to door.

b. Sliding or Folding Doors: 5 lbf (22.2 N) applied parallel to door at latch.

c. Fire Doors: Minimum opening force allowable by authorities having jurisdiction.

3. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more than 1/2 inch (13

mm) high.

4. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door will take at least

3 seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door.

F. Keying Conference: Contractor shall conduct a keying conference with the Owner’s representative and the hardware supplier to finalize the keying and cylinder requirements.

G. Contractor/Construction Manager’s Final Inspection Report: Upon Completion of hardware installation, Contractor/Construction Manager shall deliver a written report to the Owner and Architect stating that the

Contractor/Construction Manager has inspected all door hardware, that all recommended adjustments have been completed and that all door hardware furnished has been installed as specified and is in optimum working condition.

H. Manufacturers’ Certifications: Engage each hardware manufacturer’s representative for Locks, Exit Devices and

Door Closers to inspect the completed hardware installation and provide written certification that all hardware supplied by the manufacturer has been installed and adjusted in accordance with the manufacturer’s instructions and that each unit is operating as designed.

1.7 DELIVERY, STORAGE, AND HANDLING

A. General: Hardware supplier shall stockpile all items sufficiently in advance to ensure availability and shall make all necessary deliveries in a timely manner to guarantee hardware installation as scheduled. Drop shipments from the manufacturer to the jobsite will not be allowed.

B. Deliver all hardware to project site in original unbroken packaging clearly marked or numbered according to the approved Hardware Schedule. Deliver each piece of hardware packaged with all necessary parts and fasteners.

C. Inventory, tag, and check condition of each piece of hardware on receipt and provide secure, dry storage area sufficient in size to allow organizing of hardware for each opening and easy identification when needed for installation.

D. Ship all hardware items to Project site in biodegradable packaging with minimal plastic and styrofoam content.

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1.8 COORDINATION

A. Installation Templates: Distribute hardware templates and instructions for doors, frames, and other work specified for factory preparation to appropriate manufacturer in a timely manner to avoid delays in construction schedule. Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements.

B. Contractor/Construction Manager shall coordinate the work of all parties associated with electrified door hardware to ensure the proper integration of electric exit devices, electric strikes, proximity readers, power suppliers, key switches, door contacts and other items with the fire alarm systems, as required for proper operation.

C. Existing Openings: Where hardware components are scheduled for application to existing construction or where modifications to existing door hardware are required, field verify existing conditions and coordinate installation of door hardware to suit opening conditions and to provide proper door operation.

1.9 WARRANTY

1. Warranty Period: One (1) year from date of Substantial Completion, unless otherwise indicated.

a. Locksets: 3 years from date of Substantial Completion.

b. Closers: 10 years from date of Substantial Completion.

1.10 MAINTENANCE SERVICE

A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions for

Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

PART 2 - PRODUCTS

2.1 HINGES

A. Hinges: BHMA A156.1. Provide template-produced hinges for hinges installed on hollow-metal doors and hollow-metal frames.

1. Description: Five-knuckle, heavy-duty, button tip, full mortise, template produced hinges with non-rising loose pins and with sufficient throw to clear all trim.

2. Quantity. Provide three (3) hinges for doors up to ninety inches high and one additional hinge for each additional 30 inches.

3. Size:

a. Provide 4-1/2 inch by 4-1/2-inch hinges for doors up to 36 inches in width.

b. Provide 5 inch by 4-1/2-inch hinges for doors over 36 inches in width.

c. Provide 3-1/2 inch by 3-1/2-inch hinges for 1-3/8-inch-thick storage cabinet doors.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Stanley: FBB179 / FBB168

b. McKinney: TA2714 / T4A3786

c. Don-Jo: BB7**** / HWBBH****

2.2 CONTINUOUS HINGES

A. Continuous Hinges: BHMA A156.26, Grade 1; Aluminum alloy 6063-T6; Anodized after machining.

B. Fire Rated Doors: Continuous hinges shall not require special pins for fire ratings up to 90 minutes.

C. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Select: SL11HD / SL12HD / SL24HD

2. National Guard: HD1100 / HD1800 / HD2400

3. Pemko: FM_SLF HD / FM_SLI HD / FM_ HD

2.3 MECHANICAL LOCKS, LATCHES AND TRIM

A. Provide all locksets, latchsets, and trim from a single manufacturer.

B. Provide wrought box strikes and curved lip ASA strikes with proper lip length to protect trim of the frame but not to project more than 1/8 inch beyond frame trim. Exception: If existing frames are being re-used, provide strike to match existing.

C. Lock Trim: All trim to be solid cast or forged.

D. Mortise Locks: BHMA A156.13; Operational Grade 1 and Security Grade 2; stamped steel case with steel or brass parts; Series 1000.

E. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Best: 45H – 14H Design

b. Yale: 8800 – PBR Design

c. Schlage: L9000 Series – 17A Design

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2.4 KEYING

A. Keying System: Permanent cores by Owner

1. All locks and cylinders shall have keyed temporary construction cylinders compatible with Walker

County School System existing interchangeable core key system.

2. Quantity: Provide the following:

a. Construction Control Keys: Two (2).

b. Construction Master Keys: Six (6).

3. During construction, Contractor/Construction Manager shall be responsible for issuing construction master keys and cores to authorized personnel and the return of same.

2.5 PUSH PLATES, DOOR PULLS AND PROTECTION PLATES

A. All protection plates shall be 16 gage (0.050) thick stainless steel 2 inches less door width at single doors with four beveled edges (B4E) and shall have countersunk stainless sheet metal screws.

1. Protection plate width:

a. Single doors – 2 inches less door width

b. Pairs with mullion - 2 inches less door width

c. Pairs without mullion – 1 inch less door width

2. Protection plate height:

a. Kick plate – 8 inches

b. Mop plate – 4 inches

3. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Don-Jo Mfg., Inc.

b. Allegion Ives

c. Assa Rockwood Mfg.

2.6 SURFACE CLOSERS

A. Surface Closers: BHMA A156.4; heavy duty, rack-and-pinion hydraulic type with a high strength cast case.

Provide heavy duty rigid type arms at outswing/parallel arm applications. All door closers shall be through-bolted with sex nuts and bolts.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Dorma 8900 series

b. LCN 4040XP series

c. Norton 7500 series

2.7 DOOR GASKETING AND THRESHOLDS

A. Door Gasketing: BHMA A156.22; air leakage not to exceed 0.50 cfm per foot (0.000774 cu. m/s per m) of crack length for gasketing other than for smoke control, as tested according to ASTM E 283; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer.

B. Thresholds: BHMA A156.21; fabricated to full width of opening indicated.

1. Set thresholds for exterior doors in full bed of butyl rubber or polyisobutylene mastic sealant complying with requirements specified in Section 07 92 00 JOINT SEALERS.

2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. National Guard

b. Pemko

c. Reese

2.8 SILENCERS

A. Furnish and install silencers suited for hollow metal or wood frames at all openings without weatherstrip or perimeter seals specified.

B. Adhesive silencers are not acceptable

C. Two silencers per pair of doors, Three silencers per single doors.

2.9 FABRICATION

A. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated.

1. Wood or Machine Screws: For the following:

a. Hinges mortised to doors or frames; use threaded-to-the-head wood screws.

b. Strike plates to frames.

c. Closers to frames.

2. Steel Through Bolts: For the following unless door blocking is provided:

a. Surface hinges to doors.

b. Closers to doors.

c. Surface-mounted exit devices.

http://www.specagent.com/LookUp/?uid=123456790554&mf=&src=wd

SAE DOOR HARDWARE 08 71 00 - 5

3. #1/4-20 stainless steel phillips flat head expansion bolt at threshold.

4. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and elsewhere as indicated.

2.10 FINISHES

A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule and as follows:

1. Exterior Hinges US32D (630) (Stainless Steel)

2. Interior Hinges US26D (652) (Satin Chrome)

3. Continuous Geared Hinges Clear Anodized Aluminum

4. Locks, Latches, Deadlocks US26D (626) (Satin Chrome)

5. Closers and Brackets AL (689) (Sprayed Aluminum)

6. Push, Pull, Kick and Armor Plates US32D (630) (Stainless Steel)

7. Thresholds, Weatherstrip, etc..Clear Anodized Aluminum

2.11 SCHEDULED DOOR HARDWARE

A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" Article to comply with requirements in this Section.

1. Door Hardware Sets: Provide quantity, item, size, and finish or color indicated, and named manufacturers' products.

2. Sequence of Operation: Provide electrified door hardware function, sequence of operation, and interface with other building control systems indicated.

B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule" Article. Products are identified by using door hardware designations from approved manufacturers. Manufacturer and their product designation are listed for each door hardware type required.

1. Proprietary Products: References to specific proprietary products are used to establish minimum standards of utility and quality. There is no intent to exclude equivalent products. Refer to Section 01 25

00 “Substitution Procedures” for prior approval requirements.

2.12 FASTERNERS

A. General: Provide all necessary screws, bolts and other fasteners of suitable size and type to anchor the hardware in position for a long life under hard use. Utilize fasteners that match material and finish of hardware.

B. Closers, Overhead Holders and Stops: Door closers, overhead holders and stops shall be through bolted with sex nuts and bolts.

C. Thresholds: Fasten thresholds with #1/4-20 stainless steel phillips flat head expansion bolts.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire-rated door assembly construction, wall and floor construction, and other conditions affecting performance.

3.2 PREPARATION

A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames according to

ANSI/SDI A250.6.

B. Wood Doors: Comply with DHI WDHS.5 "Recommended Hardware Reinforcement Locations for Mineral Core

Wood Flush Doors."

3.3 INSTALLATION

A. All door hardware shall be installed by experienced finish carpenters only.

B. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing Regulations.

1. Standard Steel Doors and Frames: ANSI/SDI A250.8.

2. Custom Steel Doors and Frames: HMMA 831.

C. Install each door hardware item to strictly comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, perform all cutting and fitting required and remove the hardware before the final coat of finish is installed.

D. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches (750 mm) of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided.

E. Lock Cylinders: Install cylinders in quantities indicated in door hardware schedule but not fewer than the number required by the locking hardware

F. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Section 07 92 00 "Joint Sealants."

SAE DOOR HARDWARE 08 71 00 - 6

G. Stops: Provide wall stops for doors unless floor or other type stops are indicated in door hardware schedule. Do not mount floor stops where they will impede traffic.

H. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame.

I. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed.

J. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed.

3.4 ADJUSTING

A. Initial Adjustment: During installation, adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended.

Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

B. Follow-up Adjustment: After all hardware items have been installed and initially adjusted, revisit each opening to recheck hardware adjustment.

1. Door Closers: Adjust closer valve settings for latch, sweep and backcheck per manufacturer’s written recommendations. Adjust sweep period to comply with accessibility requirements and requirements of authorities having jurisdiction. For exterior high-traffic doors that have wall or post-mounted bumpers listed in the Door Schedule, install closers at 90-degree templating location.

3.5 INSPECTION, CLEANING AND PROTECTION

A. Contractor/Construction Manager Inspection report: Upon completion of hardware installation, Contractor/Construction Manager shall deliver a written report to the Owner and Architect stating that the

Contractor/Construction Manager has inspected all door hardware, that all recommended adjustments have been completed and that all door hardware furnished has been installed as specified and is in optimum working condition.

B. Clean adjacent surfaces soiled by door hardware installation.

C. Clean operating items as necessary to restore proper function and finish.

D. Provide final protection and maintain conditions that ensure that door hardware is without damage or deterioration at time of Substantial Completion.

3.6 DOOR HARDWARE SCHEDULE

HWS: 1

DOORS: 101a

1 CONT. HINGE SL24HD SEL

1 LOCKSET 8822FL LC YAL

1 CYLINDER IC MORTISE X KEYED TEMP CORE YAL

1 PERMANENT CORE BY OWNER

1 CLOSER CPS7500T NOR

1 KICK PLATE K1050 ROC

1 THRESHOLD 896S 1/4-20 MS/EA NGP

1 SET SEALS 160SA NGP

1 DOOR BOTTOM 95WH NGP

HWS: 2

DOORS: 101b, 105a

1 CYLINDER/PADLOCK IC CYLINDER/IC PADPOCK X KEYED

TEMP CORE AS REQ’D

YAL

SAE DOOR HARDWARE 08 71 00 - 7

HWS: 3

DOORS: 102a, 103a

1 CLASSROOM DEADBOLT 357 LC YAL

1 PUSH PLATE 73 DON

1 PULL PLATE 7138 DON

1 CLOSER CPS7500 NOR

1 KICK PLATE K1050 ROC

1 THRESHOLD 896S 1/4-20 MS/EA NGP

1 SET SEALS 160SA NGP

MOUNT DEADBOLT AT 35” AFF. MOUNT PUSH PULL ABOVE DEADBOLT

HWS: 4

DOORS: 104a

1 LOCKSET 8840FL LC YAL

1 CLOSER CPS7500 NOR

1 KICK PLATE K1050 ROC

1 THRESHOLD 896S 1/4-20 MS/EA NGP

1 SET SEALS 160SA NGP

1 DRIP CAP 16A NGP

END OF SECTION 08 71 00

SAE ARTIFICIAL SPORTS FIELD BASEBALL/SOFTBALL 32 9213b 1

PART 1 - GENERAL

1.1 SUMMARY

A. Furnish all labor, materials, tools and equipment necessary to install artificial grass as indicated on the plans and as specified herein; including components and accessories required for a complete installation.

1.2 RELATED SECTIONS

A. Section 11 66 23 – Athletic Equipment

B. Section 33 41 00 – Storm Utility Drainage Piping

C. Section 33 46 00 - Subdrainage

1.3 REFERENCE STANDARDS

A. FM Factory Mutual

1. P7825 - Approval Guide; Factory Mutual Research Corporation; current edition

B. ASTM – American Society for Testing and Materials.

1. D1907 - Standard Test Method for Denier

2. D5848 - Standard Test Method for Mass Per Unit Area of Pile Yarn Floor Covering

3. D1338 - Standard Test Method for Tuft Bind of Pile Yarn Floor Covering

4. D1682 - Standard Method of Test for Breaking Load and Elongation of Textile Fabrics

5. D5034 - Standard Test Method of Breaking Strength and Elongation of Textile Fabrics (Grab Test)

6. F1551 - Standard Test Methods for Water Permeability

C. Sports Association Rules:

1. Current National Federation of High School Rules (NFHS).

1.4 SUBMITTALS

A. Comply with Section 01 33 00, Submittals Procedures. Submit for approval prior to fabrication.

B. Shop Drawings:

1. Indicate field layout; field marking plan and details for the specified sports; i.e., NFHS Baseball &

Softball; roll/seaming layout; methods of attachment, field openings and perimeter conditions.

2. Show installation methods and construction indicating field verified conditions, clearances, measurements, terminations, drainage.

3. Provide joint submission with related trades when requested by Architect.

C. Product Data:

1. Submit manufacturer's catalog cuts, material safety data sheets (MSDS), brochures, specifications;

preparation and installation instructions and recommendations; storage, handling requirements and recommendations.

2. Submit fiber manufacturer's name, type of fiber and composition of fiber.

3. Submit data in sufficient detail to indicate compliance with the contract documents.

4. Submit manufacturer's instructions for installation.

5. Submit manufacturer's instructions for maintenance for the proper care and preventative maintenance of the synthetic turf system, including painting and markings.

D. Samples: Due at time of Proposal:

1. Infield Samples:

a. Two (2) infilled sample boxes or containers (approx. 9” x 12”) of complete infield system, illustrating details (brand, model, height, infill, system name) of finished project.

b. Two (2) rag samples of turf with product label. (approx. 9” x 12”).

2. Outfield Samples:

a. Two (2) infilled sample boxes or containers (approx. 9” x 12”) of complete infield system, illustrating details (brand, model, height, infill, system name) of finished project.

b. Two (2) rag samples of turf with product label. (approx. 9” x 12”).

E. Product Certification:

1. Submit manufacturer’s certification that products and materials comply with requirements of the specifications.

2. Submit test results indicating compliance with Reference Standards.

F. Project Record Documents: Record actual locations of seams, drains and other pertinent information in accordance with Division 1 Specifications Series, General Requirements.

G. List of existing installations: Submit list including respective Owner’s representative and telephone number.

SAE ARTIFICIAL SPORTS FIELD BASEBALL/SOFTBALL 32 9213b 2

H. Warranties: Submit warranty and ensure that forms have been completed in Owner's name and registered with approved manufacturer.

I. Submit Bills of Lading/Material Delivery Receipts for synthetic turf infill materials. Bills of lading shall bear the name of the project/delivery address, quantity of materials delivered, source/location of origin of infill materials and/or manufacturer, and date of delivery.

J. Testing Certification: Submit certified copies of independent (third-party) laboratory reports on ASTM testing:

1. Pile Height, Face Weight & Total Fabric Weight, ASTM D5848.

2. Primary & Secondary Backing Weights, ASTM D5848.

3. Tuft Bind, ASTM D1335.

4. Grab Tear Strength, ASTM D1682 or D5034.

5. Water Permeability, ASTM F1551

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: Experienced manufacturer with a minimum of 10 fields installed in the last 3 years of at least 65,000 square feet each. Installer Qualifications: Installer who is approved by the turf system manufacturer and who has installed at least 5 fields of the same type specified.

B. Source Limitations for Artificial Sports Turf: Obtain all components for the artificial sports turf system from single source.

C. Surface-Burning Characteristics: Passes surface burning test as determined by testing identical products according to ASTM D 2859 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

D. Preinstallation Conference: General Contractor or Construction Manager shall conduct a pre- installation conference at Project site to review installation procedures, coordination with other work, and installation schedule.

E. Installer: Company shall specialize in performing the work of this section. The Contractor shall provide competent workmen skilled in this specific type of synthetic grass installation.

1. The designated Supervisory Personnel on the project shall be certified, in writing by the turf manufacturer, as competent in the installation of the turf system.

2. Installer shall be certified by the manufacturer and licensed.

3. The installer supervisor shall have a minimum of 5 years experience as either a construction manager or a supervisor of synthetic turf installations

F. Pre-Installation Conference: Conduct conference at project site at time to be determined by Architect. Review methods and procedures related to installation including, but not limited to, the following:

1. Inspect and discuss existing conditions and preparatory work performed under other contracts.

2. In addition to the Contractor and the installer, arrange for the attendance of installers affected by the

Work, The Owner’s representative, and the Architect.

G. The Contractor shall verify special conditions required for the installation of the system.

H. The Contractor shall notify the Architect of any discrepancies.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Comply with Section 01 60 00, Product Requirements.

B. Prevent contact with materials that may cause dysfunction.

C. Deliver and store components with labels intact and legible.

D. Store materials/components in a safe place, under cover, and elevated above grade.

E. Protect from damage during delivery, storage, handling and installation. Protect from damage by other trades.

F. Inspect all delivered materials and products to ensure they are undamaged and in good condition.

G. Comply with manufacturer’s recommendations.

1.7 SEQUENCING AND SCHEDULING

A. Coordinate the Work with installation of work of related trades as the Work proceeds.

B. Sequence the Work in order to prevent deterioration of installed system.

1.8 WARRANTY AND GUARANTEE

A. See Section 01780 - Closeout Submittals, For Additional Warranty Requirements.

B. The Contractor shall provide a warranty to the Owner that covers defects in materials and workmanship of the turf for a period of eight (8) years from the date of substantial completion. The slide zones around first, second, third base of the infield shall be under warranty for 2 years where the high traffic areas such as the batters/catchers’ boxes and pitcher’s mound landing strip shall be under warranty for 1 year. A diagram shall be provided by the manufacturer as part of the warranty for clarity. The turf manufacturer or their

SAE ARTIFICIAL SPORTS FIELD BASEBALL/SOFTBALL 32 9213b 3 representative shall inspect the installation and that the work conforms to the manufacturer's requirements.

The manufacturer's warranty shall include general wear and any damage caused as a result of UV degradation.

The warranty shall specifically exclude vandalism and acts of God beyond the control of the Owner or the manufacturer. The warranty shall be fully third-party insured; pre-paid for the entire term and be non-prorated.

The Contractor shall provide a warranty to the Owner that covers defects in the installation workmanship, and further warrant that the installation was completed in accordance with both the manufacturer's requirements and any written directives of the manufacturer's representative. Prior to final payment for the synthetic turf, the

Contractor shall submit to the Owner notification in writing that the field is officially added to the annual policy coverage, guaranteeing the warranty to the Owner. The insurance policy must be underwritten by an

“AM Best” A rated carrier and must reflect the following values:

• Pre-Paid 8-year insured warranty from a single source.

• Maximum per claim coverage amount of $33,000,000.

• Minimum of thirty-three million dollars ($33,000,000) annual.

• Must cover full 100% replacement value of total square footage installed, minimum of $7.00 per sq ft. (in case of complete product failure, which will include removal and disposal of the existing surface)

• Provide a sample copy of insured, non-prorated warranty and insurance policy information.

• Policy cannot include any form of deductible to be paid by the Owner.

1.9 MAINTENANCE SERVICE

A. Contractor shall train the Owner's facility maintenance staff in the use of the turf manufacturer's recommended maintenance equipment.

B. Manufacturer must provide maintenance guidelines and a maintenance video to the facility maintenance staff.

PART 2 - MATERIALS AND PRODUCTS

A. Artificial grass system materials shall consist of the following:

1. Carpet made of polyethylene fibers tufted into a perforated backing.

2. Infill: Controlled mixture of graded sand and ambient rubber which partially covers the carpet.

3. Glue, thread, paint, seaming fabric and other materials used to install and mark the artificial grass .

B. The installed artificial grass slit-film shall have the following properties:

Standard Property Specification

Yarn Structure Slit-Film

ASTM D1577 Yarn Denier 10,800

ASTM D5823 Pile Height 2”

ASTM D5793 Stitch Gauge 3/8”

ASTM D5848 Pile Weight 42oz/square yard

ASTM D5848 Primary Backing 7+oz/square yard

ASTM D5848 Secondary Backing 16+oz/square yard

ASTM D5848 Total Weight 65+oz/square yard

ASTM D1335 Tuft Bind (Without Infill) 8+ lbs

ASTM D5034 Grab Tear (Width) >200 lbs/force

ASTM D5034 Grab Tear (Length) >200 lbs/force

ASTM D4491 Carpet Permeability >40 inches/hour

Sand Infill Component 5.4lbs/square foot

Ambient Rubber Infill Component 1.5lbs/square foot

Total Product Weight 1059oz/square yard

Variation of +/- 5% on above listed properties is within normal manufacturing tolerances

C. Carpet Rolls shall be 15’ wide rolls.

D. Backing:

1. Primary backing shall be a double-layered polypropylene fabric.

2. Secondary backing shall consist of an application of porous, heat-activated urethane to permanently lock the fiber tufts in place.

3. Perforated (with punched holes), backed carpet are acceptable.

E. Infill materials shall be approved by the manufacturer.

1. Infill shall consist of a resilient layered granular system, comprising selected and graded sand and ambient rubber.

2. Artificial Grass products without ambient rubber and sand will not be acceptable.

SAE ARTIFICIAL SPORTS FIELD BASEBALL/SOFTBALL 32 9213b 4

F. The sand infill will comply within the following characteristics:

• Average Particle size between 20 and 30 mesh [calculated based on summing the midpoint of sieve pan fractions times the % retained on given screen fractions]

• Average Particle shape > 0.4 on the Krumbein scale

• Particle structure predominantly single grain

• Produce < 0.4%, -50M in API crush test at 80psig

G. Non-tufted or inlaid lines and markings shall be painted with paint approved by the synthetic turf manufacturer.

H. Glue and seaming fabric for inlaying lines and markings shall be as recommended by the synthetic turf manufacturer.

2.1 MATERIALS AND…