IFB_252615_Addendum_3.pdf

PUR-F-212 1 Rev. 11/2016

City of Sanford | Finance Department | Purchasing Division 300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM #3 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station At the Sanford North Water Reclamation Facility

DATE: July 22, 2026

TO: All Bidders/Proposers

FROM: Marisol Ordonez City of Sanford Purchasing Division

SUBJECT: IFB 25/26-15 Transfer Station and Reclaimed Water Distribution Pump Station At the Sanford North Water Reclamation Facility | ADDENDUM #3

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

This Addendum consists of a total of 5 pages plus the following attached items:

A. Acknowledgement of Receipt of Addendum No. 3 Form – Total of 1 Page B. Revised Specifications:

00410, 07311, 08116, 08710, 13300, 13320, 13325, 16050, 16107, 16108, 16110, 16160, 16217, 16370, and 16402.

C. Revised Contract Drawings:

A001, A101, A201, A301, A500, A521, E-03, E-04, E-05, E-06, E-07, E-08, E-22, E-23, E-27 & E-28

1. DUE DATE

This Addendum does change the solicitation due date. The solicitation due date is hereby changed from Thursday, July 30, 2026 at 2:00pm Local Time to Thursday, August 13, 2026 at 2:00pm Local Time.

2. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

Q1. Will there be a site visit or pre-bid meeting?

A1. Site visit/pre-bid meeting on Tuesday, July 28th @ 10am Local Time 1201 West Seminole

Blvd. Sanford, Florida 32771

Q2. Is there an engineer estimate?

A2. $6,300,000

Q3. Please provide the liquidated damages associated with this project.

A3. $3,498/Day

Q4. We respectfully request approval of OBIC 5000 Structural Polyurethane Hybrid Coating as an mailto:purchasing@sanfordfl.gov

PUR-F-212 2 Rev. 11/2016

300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov

ADDENDUM

#3 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station At the Sanford North Water Reclamation Facility alternate lining system for infrastructure rehabilitation.

OBIC 5000 is 100% solids, fast-set, spray-applied polyurethane hybrid coating designed to reinstate structural integrity, provide infiltration control, corrosion resistance, and asset life extension. It creates a seamless, monolithic waterproof membrane suitable for wastewater, stormwater, concrete, steel, masonry, pipe, and culvert applications.

OBIC 5000 has passed SWAT testing in accordance with ASTM G-210-13 and is designed for use in demanding wastewater and infrastructure environments.

Please see the attached technical data sheet for review and approved equal consideration of OBIC lining systems.

A4. To be determined in submittal phase.

Q5. Door schedule says Aluminum Anodized bronze frames and doors. Specs are written for Hollow Metal frames and doors. Does the owner want Aluminum products or Hollow Metal steel products?

A5. Drawings updated to show aluminum doors. Aluminum door specification to be provided.

Q6. We respectfully request that Gray Matter Systems, LLC be added to your list of approved System Control Suppliers (SCS) and Control System Engineers (CSE) for the subject project.

A6. We request Grey Matter to submit a list of 3 most current projects showing a similar scope of work completed. Please provide client references. The SCS and CSE cannot be the same company.

Q7. Some of the electrical plans seem to indicate, by bold black lettering, that there might be new pumps being installed as a part of this project. Is this correct? Are there any new pumps being provided?

A7. No new pumps are being provided.

Q8. The "A" section of the plans have some discrepancies. The Material Finish Schedule as well as the specifications call for a standing seam metal roof, but the roof plan & details call for asphalt shingles. Which is correct?

A8. Drawings and Specifications updated for asphalt shingles.

Q9. Specification section 09290 is for Gypsum Board. We can`t find on the plans where this is called for. Is there gypsum board on this project?

A9. No gypsum board. This specification will be removed.

Q10. Specification section is for "Screen Mesh Wall System". Where is this system shown on the plans and where is it to be installed?

A10. No Screen Mesh Wall System. This specification will be removed.

Q11. We asked a previous question about the gypsum board. We do see it now on page A101 of the plans, but other details are calling for the ceiling to be Hardi board. Please clarify the ceiling details.

A11. Drawings updated. Ceiling to be smooth Hardie Board with attic access door.

Q12. Switchboard Spec 16107, 1.01.B. EDP is installed indoors in the electrical room with other

PUR-F-212 3 Rev. 11/2016 equipment. Please confirm enclosure rating requirement of N4X is needed.

A12. Specification 16107, 2.09.A updated from NEMA 4X to NEMA 1.

Q13. Switchboard Spec 16107, 2.01.B. QED-6 requires rear access as the equipment connections are in the back of the switchboard. Room layout shows EDP installed up against the wall meaning QED- 6 will not work. Please confirm QED-2 is acceptable.

A13. QED-2 is acceptable. See revisions to spec section 16107 issued under this addendum.

Q14. a.) Does the face of gravity wall above grade need to be coated?

b.) What is the material of the handrail on top of gravity wall, and also does it need to be painted?

c.) Does any of the exiting piping on site need to be painted?

A14. Gravity Wall to be installed per FDOT Index 400-011. The handrail shall be aluminum.

Piping does not need to be painted.

Q15. Please clarify if anything other than the building will receive any paints/coatings. If so, please define.

A15. Only the building will receive paint/coatings.

Q16. Project specifications are for hollow metal doors and frames, with references to FRP doors and frames also. We see no specifications for aluminum doors or frames. Plansheet A201 shows FRP material at Door 101A. Plansheet A500 (Door Schedule) calls for aluminum doors and frames.

Which product shall we price? Project door hardware specification section 08710, page 10, shows a different hardware selection than the hardware schedule on Plansheet A500. Which schedule shall we use?

A16. Door hardware specification updated to match hardware from the drawing.

Q17. Multiple manufacturers came back and said they don't make the switchboard NEMA4X 316 S.S ABB said they do not have the product. Please advise?

A17. Provide NEMA 1 enclosure for EDP. See revisions to specifications issued below under this addendum.

Q18. LIGHT POLE - where are they on the drawings?

A18. Pole mounted lighting fixtures are not required on this project. Detail removed.

Q19. Specifications section 16402 states "Ducts shall be PVC type DB encased in concrete. Direct buried conduits shall not be allowed." Sheet E-03 Note 1 states "Concrete encased duct banks to be used on roadways." Also, conduit sections on sheet E-06 does not appear to show any concrete encasement for underground conduits, existing or proposed. Please confirm if concrete encasement will be required across all underground conduits, only for conduit sections crossing roadways, or not required at all. Thank you.

A19. Concrete encased duct banks to be used only under roadways.

Q20. Some architectural and structural details call for standing seam metal roof while others call for asphalt shingles. Please clarify.

A20. Drawings and Specifications updated for asphalt shingles.

PUR-F-212 4 Rev. 11/2016

Q21. Some architectural and structural details call for 5/8” cdx roof sheathing while some call for

Densglass sheathing.

A21. Please use 5/8" CDX Plywood per roof framing detail in structural set.

Q22. Their Partition Called out on Sheet A031. Please clarify where this is to be installed as it is not noticed on the building sheets.

A22. No partitions included in this project. Sheet A031 will be removed. Use the wall assembly shown in the building sections on Sheet A301.

Q23. Sheet A201 calls out a shingle roof and Sheet S100 Detail shows a metal roof. Please clarify the proper roof type.

A23. Drawings and Specifications updated for asphalt shingles.

Q24. Sheet A201 calls out for a fiberglass insulated door and sheet A500 calls out a aluminum door.

Please clarify the proper door type.

A24. Drawings updated to show aluminum doors. Aluminum door specification to be provided.

Q25. Please clarify the proper roof sheathing to be used OSB 23/32 or CDX 5/8.

A25. Please use 5/8" CDX Plywood per roof framing detail in structural set.

Q26. Please clarify the proper ceiling and soffit panels to be used, gypsum board or smooth hardie board.

A26. Drawings updated. Ceiling to be smooth Hardie Board with attic access door.

3. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

Non-Mandatory Pre-Bid Meeting Tuesday, July 28th @ 10am Local Time 1201 West Seminole Blvd Sanford, Florida 32771

Questions & Answers due date Thursday, July 30 at 2:00pm Local Time Solicitation Due Date Thursday, August 6

1. Section 00410, “Proposal (Bid Form)”, Remove and replace with attached Revised Section 00410.

2. Remove Section 07411, “Standing-Seam Metal Roof Panels”

3. Insert Section 07311, “Asphalt Shingles”

4. Remove Section 08111, “Hollow Metal Doors and Frame”

5. Insert Section 08116, “Aluminum Doors and Frames”

6. Section 08710, “Door Hardware”, Remove and replace with attached Revised Section 08710.

7. Remove Section 09290, “Gypsum Board”

8. Remove Section 13110, “Screen Mesh Wall System”

PUR-F-212 5 Rev. 11/2016

9. Section 08710, “Door Hardware”, Remove and replace with attached Revised Section 08710.

10. Section 13300, “General”, Remove and replace with attached Revised Section 13300.

11. Section 13320, “HMI Hardware and Software”, Remove and replace with attached Revised

Section 13320.

12. Section 13325, “PLC Hardware and Software”, Remove and replace with attached Revised Section 13325.

13. Section 16050, “Electrical – General Provisions”, Remove and replace with attached Revised

Section 16050.

14. Section 16107, “Switchboards”, Remove and replace with attached Revised Section 16107.

15. Section 16108, “Miscellaneous Equipment”, Remove and replace with attached Revised Section 16108.

16. Section 16110, “Raceways and Fittings”, Remove and replace with attached Revised Section 16110.

17. Section 16160, “Panelboards”, Remove and replace with attached Revised Section 16160.

18. Section 16217, “Automatic Transfer Switch (ATS)”, Remove and replace with attached Revised Section 16217.

19. Section 16370, “Variable Frequency Drives”, Remove and replace with attached Revised Section

16370.

20. Section 16402, “Underground System”, Remove and replace with attached Revised Section 16402.

21. Delete the following Contract Drawings:

A001, A010, A031, A101, A201, A500, A521, E-03, E-04, E-05, E-06, E-07, E-08, E-22, E-23, E-27 & E-28

22. Insert the following Revised Contract Drawings in their place:

A001, A010, A101, A201, A500, A521, E-03, E-04, E-05, E-06, E-07, E-08, E-22, E-23, E-27 & E-28

4. SIGN-IN SHEET

NA

PUR-F-212 6 Rev. 11/2016

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum #3 to IFB 25/26-15Transfer Station and Reclaimed Water Distribution Pump Station At the Sanford North Water Reclamation Facility

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

Transfer Station and Reclaimed Water Distribution Pump Station PROPOSAL (BID FORM)

NAME OF BIDDER:

00410-1

SECTION 00410

PROPOSAL (BID FORM)

PART 1 GENERAL

1.01 Description

The following Bid, for the (1) , is hereby made to (2) , hereafter called the Owner. This Bid is submitted by (3)

(1) Name of Project as shown in the Invitation for Bids

(2) Owner

(3) Name, address, and telephone number of Bidder

1.02 The Undersigned:

A. Acknowledges receipt of:

1. Project Manual and Drawings identified within the Project Manual.

2. Addenda: Number Dated Number Dated Number Dated Number Dated

Number Dated Number Dated

B. Has examined the site and all Bidding Documents and understands that in submitting his Bid, he waives all right to plead any misunderstanding regarding the same.

C. Agrees:

1. To hold this Bid open for 90 calendar days after the bid opening date.

2. To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security.

3. To enter into and execute a contract with the Owner, if awarded on the basis of this Bid, and to furnish a Performance Bond and a Labor and Material Payment Bond in accordance with the Instructions to Bidders.

NAME OF BIDDER:

00410-2

4. To accomplish the work in accordance with the Contract Documents.

5. To begin Work after the issuance of a Notice to Proceed, unless otherwise provided, and substantially complete the Work within 365 calendar days of the date of the Notice to Proceed.

6. To accept the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time.

1.03 Lump Sum Price

The undersigned will construct this Project for the Base Bid Lump Sum Price of $ Dollars ($ ).

1.04 Schedule of Values

The Bidder hereby indicates the following total units and total prices which represent all materials, labor, equipment, transportation, performance of all operations relative to construction of the Project, overhead, and costs of all kinds and profit to complete the work items in accordance with the Project Manual, plans, and permits. Work for which there is not a listed item below shall be considered incidental to the Contract and no additional compensation will be allowed.

ITEM UNIT QUANTITY TOTAL PRICE

Mobilization LS 1

Demobilization, Cleanup, Record Drawings, Project Closeout

LS 1

Preconstruction Video LS 1

Erosion and Sediment Control

Earthwork LS 1

Electrical Building LS 1

Sitework LS 1

Transfer Station and Reclaimed Water Distribution Pump Station Equipment Purchase

Transfer Station and Reclaimed Water Distribution Pump Station Equipment Install

PLC Replacements LS 1

TOTAL LUMP SUM PRICE (BASE BID) $

NAME OF BIDDER:

00410-3

1.05 Miscellaneous Requirements and Affirmations

A. Proposals (Bids) must be on the Bid Form.

B. The Bidder acknowledges the receipt, execution, and return of the following forms and required information with the Bid (the Bidder is to fill out the far right column in the below Table):

Section Form / Information Submitted by Bidder with Bid (Y/N)

00410 Proposal (Bid Form) Including Completed Schedule of Values and Acknowledgment of All Issued Addenda

--- Acknowledge of Receipt of Addendum (Form Issued by the City with each issued Addendum

--- Bid Security in Accordance with the Instructions to Bidder

--- Bidder Completed W-9 Form

--- Bidder Officer Signatory Authorization Information

00430 Trench Safety Form

00432 Non Collusion Affidavit

00434 Conflict of Interest Affidavit

00436 Florida Statutes on Public Entity Crimes Affidavit

00438 Compliance With the Public Records Law Affidavit

00440 Bidder Information and Affidavit

00450 Certification Of Non-Segregated Facilities Form

00452 Disputes Disclosure Form

00454 Drug Free Workplace Form

00455 Certification Regarding Non-Scrutinized Companies

00456 Unauthorized (Illegal) Alien Workers Affidavit

00458 E-Verify Compliance Form

00460 Americans With Disabilities Act Affidavit

00462 Equal Employment Opportunity Certification

00463 Certification Regarding Debarment

00465 Schedule of Proposed Subcontractors

00525 Criminal Background Check Requirements and Affidavit

00618 City of Sanford Insurance Requirements and Affidavit

NAME OF BIDDER:

00410-4

Section Form / Information Submitted by Bidder with Bid (Y/N)

--- Copies of Licenses Issued by the State of Florida Dept. of Business and Professional Regulation Construction Industry Licensing Board

--- Material price quotes used in the Bid for any pay item(s) for which the Contractor anticipates a rapid material price change between the date of the Bid and when the material is anticipated to be ordered

1.06 RESPECTFULLY SUBMITTED, signed and sealed this day of

Name of Bidder

By (Signature) Date

Printed Name and Title

Business Address

(CORPORATE SEAL)

City State Zip Code

Telephone No. Facsimile No.

E-Mail Address

ATTEST:

By (Signature) Date

Printed Name and Title

NAME OF BIDDER:

00410-5

END OF SECTION

Transfer Station and Reclaimed ASPHALT SHINGLES Water Distribution Pump Station

07311-1

SECTION 07311

ASPHALT SHINGLES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Glass-fiber-reinforced asphalt shingles.

2. Sheet metal flashing and trim.

B. Related Requirements:

1. Section 077200 "Roof Accessories" for roof ventilators.

1.2 DEFINITIONS

A. Roofing Terminology: See ASTM D1079 for definitions of terms related to roofing Work in this Section.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site .

1.4 ACTION SUBMITTALS

A. Product Data: For each type of specified product.

B. Shop Drawings: For sheet metal flashing and trim.

C. Samples for Initial Selection:

1. For each type of asphalt shingle indicated.

2. For each type of accessory involving color selection.

D. Samples for Verification: For the following products, in sizes indicated:

1. Asphalt Shingles: Full size.

2. Ridge and Hip Cap Shingles: Full size.

3. Ridge Vent: 12-inch- long Sample.

4. Exposed Valley Lining: 12 inches square.

1.5 INFORMATIONAL SUBMITTALS

A. Product Test Reports: For each type of asphalt shingle and underlayment product indicated, for tests performed by manufacturer and witnessed by a qualified testing

07311-2 agency .

B. Research Reports: For synthetic underlayment, from an agency acceptable to authorities having jurisdiction , indicating that product is suitable for intended use under applicable building codes.

C. Qualification Statements: For roofing system Installer.

D. Sample Warranties: For specified warranties.

1.6 CLOSEOUT SUBMITTALS

A. Maintenance Data: For asphalt shingles.

B. Warranty Documentation:

1. Manufacturer's material warranty.

2. Roofing system installer's warranty.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. Extra Stock Material: Furnish extra materials, from the same production run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Asphalt Shingles: 100 sq. ft. of each type and in each color and blend, in unbroken bundles.

1.8 QUALITY ASSURANCE

A. Roofing System Installer Qualifications: Entity that employs a supervisor who is an NRCA ProCertified Roofing Foreman or installers who are NRCA ProCertified asphalt shingle system installers .

1.9 DELIVERY, STORAGE, AND HANDLING

A. Store roofing materials in a dry, well-ventilated location protected from weather, sunlight, and moisture in accordance with manufacturer's written instructions.

B. Store underlayment rolls on end, on pallets or other raised surfaces. Do not double-stack rolls.

C. Protect unused roofing materials from weather, sunlight, and moisture when left overnight or when roofing Work is not in progress.

D. Handle, store, and place roofing materials in a manner to prevent damage to roof deck or structural supporting members.

07311-3

1.10 FIELD CONDITIONS

A. Environmental Limitations: Proceed with installation only when existing and forecasted weather conditions permit product installation and related Work to be performed in accordance with manufacturer's written instructions and warranty requirements.

1. Install self-adhering, polymer-modified bitumen sheet underlayment within the range of ambient and substrate temperatures recommended in writing by manufacturer.

1.11 WARRANTY

A. Manufacturer's Materials Warranty: Manufacturer agrees to repair or replace asphalt shingles that fail within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Manufacturing defects.

2. Materials Warranty Period: 30 years from date of Substantial Completion, prorated, with first 15 years nonprorated.

3. Wind-Speed Warranty Period: Asphalt shingles will resist blow-off or damage caused by wind speeds of up to 110 mph for 15 years from date of Substantial Completion.

4. Algae-Resistance Warranty Period: Asphalt shingles will not discolor for 25 years from date of Substantial Completion.

B. Roofing System Installer's Warranty: On warranty form at end of this Section, signed by Installer, in which Installer agrees to repair or replace components of asphalt shingle roofing that fail in materials or workmanship within specified warranty period.

1. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SOURCE LIMITATIONS

A. Obtain each type of product from single source from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Exterior Fire-Test Exposure: Provide asphalt shingles and related roofing materials identical to those of assemblies tested for Class A fire resistance in accordance with ASTM E108 or UL 790 by Underwriters Laboratories or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing agency.

B. Wind Resistance: Provide asphalt shingles that comply with requirements of ASTM D3161/D3161M, Class F, and with ASTM D7158/D7158M, Class H.

07311-4

2.3 GLASS-FIBER-REINFORCED ASPHALT SHINGLES

A. Impact-Resistant, Laminated-Strip Asphalt Shingles: ASTM D3462/D3462M, laminated, multi-ply overlay construction; glass-fiber reinforced, mineral-granule surfaced, and self-sealing; with impact resistance complying with UL 2218, Class 4.

1. Basis-of-Design Product: Subject to compliance with requirements, provide Certainteed Landmark Series (Florida Product Approval #: FL 5444.2) or comparable product by one of the following:

a. CertainTeed; SAINT-GOBAIN

b. GAF

2. Strip Size: Manufacturer's standard .

3. Algae Resistance: Granules resist algae discoloration.

4. Color and Blends: As selected by Owner from manufacturer's full range .

2.4 SHEET METAL FLASHING AND TRIM

A. Comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

1. Sheet Metal: Aluminum, mill finished .

B. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of the item unless otherwise specified in this Section or indicated on Drawings.

1. Drip Edges: Fabricate in lengths not exceeding 10 feet with minimum 2-inch roof-deck flange and 1-1/2-inch fascia flange with 3/8-inch drip at lower edge.

2. Vent-Pipe Flashings: ASTM B749, Type L51121, at least 1/16 inch thick. Provide lead sleeve sized to slip over and turn down into pipe, soldered to skirt at slope of roof, and extending at least 4 inches from pipe onto roof.

2.5 ACCESSORIES

A. Asphalt Roofing Cement: ASTM D4586/D4586M Type II, asbestos free.

B. Elastomeric Flashing Sealant: ASTM C920, Type S, Grade NS, one-part, non-sag, elastomeric polymer sealant; of class and use classifications required to seal joints and remain watertight; recommended in writing by manufacturer for installation of flashing systems.

C. Roofing Nails: ASTM F1667, aluminum, stainless steel, copper, or hot-dip galvanized-steel wire shingle nails, minimum 0.120-inch- diameter, sharp-pointed, with a 3/8- to 7/16-inch- diameter flat head and of sufficient length to penetrate 3/4 inch into solid wood decking or extend at least 1/8 inch through sheathing less than 3/4 inch thick.

1. Where nails are in contact with metal flashing, use nails made from same metal as flashing.

07311-5

D. Underlayment Nails: Aluminum, stainless steel, or hot-dip galvanized-steel wire nails with low-profile metal or plastic caps, 1-inch- minimum diameter.

1. Provide with minimum 0.0134-inch- thick metal cap, 0.010-inch- thick power-driven metal cap, or 0.035-inch- thick plastic cap; and with minimum 0.083-inch- thick ring shank or 0.091-inch- thick smooth shank of length to penetrate at least 3/4 inch into roof sheathing or to penetrate through roof sheathing less than 3/4 inch thick.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with roofing system Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

1. Examine roof sheathing to verify that sheathing joints are supported by framing and blocking or metal clips and that installation is within flatness tolerances.

2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and completely anchored and that provisions have been made for flashings and penetrations through asphalt shingles.

3. Verify that vent stacks and other penetrations through roofing are installed and securely fastened.

B. Prepare written report, endorsed by roofing system Installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION OF SHEET METAL FLASHING AND TRIM

A. Install metal flashings and trim to comply with requirements in Section 076200 "Sheet Metal Flashing and Trim."

1. Install metal flashings in accordance with recommendations in ARMA's "Asphalt Roofing Residential Manual - Design and Application Methods" and NRCA's "NRCA Guidelines for Asphalt Shingle Roof Systems."

2. Bed flanges of metal flashings using asphalt roofing cement or elastomeric flashing sealant.

B. Eave Drip Edges: Install below underlayment materials and fasten to roof deck.

C. Pipe Flashings: Form flashing around pipe penetrations and asphalt shingles. Fasten and seal to asphalt shingles as recommended by manufacturer.

3.3 INSTALLATION OF GLASS-FIBER-REINFORCED ASPHALT SHINGLES

A. Install asphalt shingles in accordance with manufacturer's written instructions and recommendations in ARMA's "Asphalt Roofing Residential Manual - Design and Application Methods" and NRCA's "NRCA Guidelines for Asphalt Shingle Roof Systems."

07311-6

B. Install starter strip along lowest roof edge, consisting of an asphalt shingle strip with tabs removed with self-sealing strip face up at roof edge.

1. Extend asphalt shingles 1/2 inch over fasciae at eaves and rakes.

2. Install starter strip along rake edge.

C. Install first and remaining courses of laminated asphalt shingles stair-stepping diagonally across roof deck with manufacturer's recommended offset pattern at succeeding courses, maintaining uniform exposure.

D. Fasten asphalt shingle strips with a minimum of six roofing nails, but not less than the number indicated in manufacturer's written instructions for roof slope and design wind speed indicated on Drawings and for warranty requirements specified in this Section.

1. Locate fasteners in accordance with manufacturer's written instructions.

2. Where roof slope exceeds 18:12, hand seal self-sealing asphalt shingles to improve the shingles' positive bond by applying asphalt roofing cement spots between course overlaps after nailing the upper course.

3. Where roof slope is less than 4:12, hand seal self-sealing asphalt shingles to improve the shingles' positive bond by applying asphalt roofing cement spots between course overlaps after nailing the upper course.

4. When ambient temperature during installation is below 50 deg F , hand seal self-sealing asphalt shingles by applying asphalt roofing cement spots between course overlaps after nailing the upper course.

E. Ridge Vents: Install continuous ridge vents over asphalt shingles in accordance with manufacturer's written instructions. Fasten with roofing nails of sufficient length to penetrate sheathing.

F. Hip and Ridge Shingles: Maintain same exposure of cap shingles as roofing-shingle exposure. Lap cap shingles at ridges to shed water away from direction of prevailing winds.

1. Fasten with roofing nails of sufficient length to penetrate sheathing.

2. Fasten ridge cap asphalt shingles to cover ridge vent without obstructing airflow.

END OF SECTION 07 31 13

Transfer Station and Reclaimed ALUMINUM DOORS Water Distribution Pump Station AND FRAMES

08116-1

SECTION 08116

ALUMINUM DOOR AND FRAMES

1.1 SUMMARY

A. Section Includes:

1. Interior standard aluminum doors and frames.

2. Exterior standard aluminum doors and frames.

1.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings in accordance with

NAAMM-HMMA 803 or ANSI/SDI A250.8.

1.3 COORDINATION

A. Coordinate anchorage installation for aluminum frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

B. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems.

1.4 SUBMITTALS

A. Product Data: Manufacturer’s descriptive literature for each type door and frame: include the following information:

1. Fabrication methods.

2. Finishing.

3. Hardware preparation.

4. Accessories

B. Shop Drawings: Indicate the following:

1. Elevations and details of each door and frame type.

2. Schedule of doors and frames.

3. Conditions at openings with various wall thicknesses and materials.

4. Location and installation requirements for hardware.

5. Thicknesses of materials, joints.

6. Connections and trim.

C. Samples: Two sets of color chips representing specified colors and finishes.

D. Verification Samples:

1. Submit samples of each type, consisting of aluminum door corner construction, minimum 6-inch by 6-inch (150 mm) legs.

2. Where color or texture variations are anticipated, such as anodized finishes, include two

08116-2 or more units in each set of samples indicating extreme limits of variations.

E. Hardware Templates: Provide finish hardware mounting details.

F. Manufacturer’s Installation Instructions: Printed installation instructions for each product, including product storage requirements.

G. Operations and Maintenance Data: Printed instructions for each product.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing aluminum door and frame systems of the type required for this project, with minimum ten continuous years documented experience.

B. Product Qualifications: Wind-load test certification conforming to ASTM E 330 on samples of previous products shall be provided for the type of door to be used.

C. Installer’s Qualifications: Workmen skilled in handling aluminum door and frame systems of the type required for this project.

D. Instruction: The manufacturer or his representative will be available for consultation to all parties engaged in the project, including instruction to installation personnel.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver aluminum doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store aluminum doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch- high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation.

1.7 WARRANTY

A. Manufacturer: Ten year warranty against defects in workmanship and materials, including warping, rotting, decaying or bowing.

B. Installer: Warrant installation procedures and performance for five years against defects due to workmanship and materials handling.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Windborne-Debris Impact Resistance: Passes ASTM E1886 missile-impact and cyclic-

08116-3 pressure tests in accordance with ASTM E1996 for Wind Zone 4 for basic protection.

B. Thermally Rated Door Assemblies: Provide door assemblies with U-factor of not more than

00.38 deg Btu/F x h x sq. ft. when tested in accordance with ASTM C1363 or ASTM E1423.

2.2 ALUMINUM DOORS AND FRAMES:

A. Basis-of-Design Product: Subject to compliance with requirements, provide Cline doors 100BE (Florida Product Approval #: FL 6336.2) or comparable product.

2.3 COMPONENTS

A. Aluminum Members: Alloy and temper recommended by manufacturer for strength, corrosion resistance, and application of required finish.

B. Aluminum Door Composite Components: Minimum 5-ply composite laminated construction to include:

1. Facing: One-piece 0.040-inch (1.02 mm) smooth 5005-H14 stretcher-leveled aluminum alloy.

2. Core: Organic materials shall be used to form a marine grade honeycomb core with high compression strength of 94.8 psi (ASTM C365), and internal aluminum hardware backup tube.

3. Hardware Backup: The hardware backup tube shall be a minimum 4.25-inches (107.95

mm) in width, 1.375-inches (34.93 mm) in depth with a wall thickness of 0.125-inches (3.18 mm). Contiguous for the full perimeter of the door to allow for all specified and non-specified hardware reinforcement.

4. Hardware Prep: Basic to include mortise lock edge prep or cylindrical lock prep; and pairs prepped for flush bolts, if required.

5. Bonding Agent: Environmentally friendly adhesive with strength buildup of 350 pounds per square inch (24.6 kg/cm2).

6. Perimeter Door Trim: Wall thickness of 0.050-inch (1.25 mm) minimum in 6063-T5 extruded aluminum alloy with special beveled edge cap design and integral weather stripping on lock stile.

7. Replaceable Door Trim: Mechanically fastened to the hardware backup tube, allowing for replacement in the field, if damaged.

8. Trim Finish: To have minimum of a Class I anodized finish.

9. Weather stripping: Replaceable wool pile with nylon fabric, polypropylene backing meeting AAMA 701standards. Applied weather striping not acceptable

10. Materials: Only nonferrous, non-rusting members shall be acceptable, including tie rods, screws and reinforcement plates.

11. Regulations: All components and agents to meet EPA standards.

C. Aluminum Frames:

1. Frame Components: Extruded channel (tubular) 6063-T5 aluminum alloy, minimum wall thickness 0.125-inch (3.18 mm); cut corners square and joinery shall be mechanical with no exposed fasteners.

2. Profile: Open Back with Applied Stop (OBS), 1¾ inches by 5 inches (44 x 127 mm).

3. Hinge and Strike Mounting Plates: Extruded aluminum alloy bar stock, 0.1875-inch (4.75

mm) thick mounted in a concealed integral channel with no exposed fasteners.

4. Replaceable Weather stripping: AAMA 701, wool pile with nylon fabric, polypropylene backing, at head and jambs.

5. Door Stop: No screw-on stops acceptable.

6. Frame Finish: Shall be anodized with Class II mechanical finish to match door finish.

08116-4

2.4 FINISH:

A. Factory-applied powder-coat finishes on all exposed aluminum door and frame surfaces; finish shall comply with AAMA 2604, minimum, for high-performance organic coatings on architectural aluminum, suitable for exterior exposure.

1. Color: White

2.5 FABRICATION

A. General: Receive hardware if required by manufacturer.

B. Aluminum Door Construction: Of type, size and design indicated:

1. Minimum Thickness: 1.75-inches (44 mm), 5-ply composite laminate system.

2. Door Size: Sizes shown are nominal; provide standard clearances as follows:

• Hinge and Lock Stiles: 0.125-inch (3.18 mm).

• Between Meeting Stiles: 0.25-inch (6.35 mm).

• At Top Rails: 0.125-inch (3.18 mm).

• Between Door Bottom and Threshold: 0.125-inch (3.18 mm).

3. Aluminum Frames: Of shapes and contours indicted.

• Corners shall be cut square.

• Reinforce and secure mechanically.

• No exposed fasteners.

2.6 ACCESSORIES

A. Fasteners: Aluminum, nonmagnetic stainless steel, or other material warranted by manufacturer as non-corrosive and compatible with aluminum components.

1. Do not use exposed fasteners.

B. Brackets and Reinforcements: Manufacturer’s high-strength aluminum units where feasible, otherwise, nonferrous stainless steel.

C. Bituminous Coating: Cold-applied asphaltic mastic, compounded for 30-mil (0.76 mm) thickness per coat.

PART 3 - EXECUTION

3.1 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. Touch up factory-applied finishes where spreaders are removed.

B. Drill and tap doors and frames to receive non-templated, mortised, and surface-mounted door hardware.

3.2 INSTALLATION

08116-5

A. Install doors and frames in accordance with manufacturer’s instructions and approved shop drawings; set frames plumb, square, level, and aligned to receive doors.

B. Anchor frames to adjacent construction in strict accordance with recommendations and approved shop drawings and within tolerances specified in manufacturer’s instructions.

1. Seal metal-to-metal joints between framing members using good quality elastomeric sealant.

C. Where aluminum surfaces contact with metals other than stainless steel, zinc or small areas of white bronze, protect from direct contact by one or more of the following methods.

1. Paint dissimilar metal with one coat of heavy-bodied bituminous paint.

2. Apply good quality elastomeric sealant between aluminum and dissimilar metal.

3. Paint dissimilar metal with one coat of primer and one coat of paint recommended for aluminum surface applications.

4. Use non-absorptive tape or gasket in permanently dry locations.

D. Hang doors with required clearances as follows:

1. Hinge and Lock Stiles: 0.125 inch (3.18 mm).

2. Between Meeting Stiles: 0.250 inch (6.35 m).

3. At Top Rails: 0.125 inch (3.18 mm).

4. Between Door Bottom and Threshold: 0.125 inch (3.18 mm).

E. Adjust doors and hardware to operate properly.

3.3 FIELD QUALITY CONTROL

A. Inspection Agency: Engage a qualified inspector to perform inspections and to furnish reports to Architect.

B. Inspections:

1. Egress Door Inspections: Inspect each door equipped with panic hardware, each door equipped with fire exit hardware, each door located in an exit enclosure, each electrically controlled egress door, and each door equipped with special locking arrangements in accordance with NFPA 101, Section 7.2.1.15.

C. Repair or remove and replace installations where inspections indicate that they do not comply with specified requirements.

D. Reinspect repaired or replaced installations to determine if replaced or repaired door assembly installations comply with specified requirements.

E. Prepare and submit separate inspection reports for each fire-rated door assembly indicating compliance with each item listed in NFPA 80 and NFPA 101.

END OF SECTION

Transfer Station and Reclaimed DOOR HARDWARE

08710-1

SECTION 08710

DOOR HARDWARE

1.1 SUMMARY

1. Delayed-egress electromagnetic locks.

B. Floor-Recessed Door Hardware: Coordinate layout and installation with floor construction.

1. Cast anchoring inserts into concrete.

C. Installation Templates: Distribute for doors, frames, and other work specified to be factory prepared. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements.

D. Security: Coordinate installation of door hardware, keying, and access control with Owner's security consultant.

E. Electrical System Roughing-In: Coordinate layout and installation of electrified door hardware with connections to power supplies and building safety and security systems.

F. 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.

1.2 CLOSEOUT SUBMITTALS

A. Maintenance Data: For each type of door hardware to include in maintenance manuals.

B. Schedules: Final door hardware and keying schedule.

1.3 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Door Hardware: .

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Supplier of products and an employer of workers trained and

08710-2 approved by product manufacturers and of an Architectural Hardware Consultant who is available during the course of the Work to consult Contractor, Architect, and Owner about door hardware and keying.

1. Warehousing Facilities: In Project's vicinity.

2. Scheduling Responsibility: Preparation of door hardware and keying schedule.

3. Engineering Responsibility: Preparation of data for electrified door hardware, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project.

B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project and who is currently certified by DHI as a Door and Hardware Specification Consultant (DHSC) an Architectural Hardware Consultant (AHC) an Architectural Hardware Consultant (AHC) and an Electrified Hardware Consultant (EHC) an Architectural Opening Consultant (AOC) .

1.5 DELIVERY, STORAGE, AND HANDLING

A. Inventory door hardware on receipt and provide secure lockup for door hardware delivered to Project site.

B. Tag each item or package separately with identification coordinated with the final door hardware schedule, and include installation instructions, templates, and necessary fasteners with each item or package.

C. Deliver keys to manufacturer of key control system for subsequent delivery to Owner.

D. Deliver keys and permanent cores to Owner by registered mail or overnight package service.

1.6 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures, including excessive deflection, cracking, or breakage.

b. Faulty operation of doors and door hardware.

c. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use.

2. Warranty Period: Three years from date of Substantial Completion unless otherwise indicated below:

a. Electromagnetic and Delayed-Egress Locks: Five years from date of

08710-3

Substantial Completion.

b. Exit Devices: Two years from date of Substantial Completion.

c. Manual Closers:10 years from date of Substantial Completion.

d. Concealed Floor Closers: 25 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SOURCE LIMITATIONS

A. Obtain each type of door hardware from single manufacturer.

1. Provide electrified door hardware from same manufacturer as mechanical door hardware unless otherwise indicated. Manufacturers that perform electrical modifications and that are listed by a testing and inspecting agency acceptable to authorities having jurisdiction are acceptable.

2.2 PERFORMANCE REQUIREMENTS

A. Fire-Rated Door Assemblies: Where fire-rated doors are indicated, provide door hardware complying with NFPA 80 that is listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure in accordance with NFPA 252 or UL 10C.

B. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

C. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch.

Locks do not require use of a key, tool, or special knowledge for operation.

D. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the USDOJ's "2010 ADA Standards for Accessible Design" the DOT's "ADA Standards for Transportation Facilities" the ABA standards of the Federal agency having jurisdiction ICC A117.1 HUD's "Fair Housing Accessibility Guidelines" and regulation>.

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.

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

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

b. Sliding or Folding Doors: 5 lbf 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 high.

4. Adjust door closer sweep periods so that, from an open position of 90 degrees, the door will take at least 5 seconds to move to a position of 12 degrees from the

08710-4 latch.

5. Adjust spring hinges so that, from an open position of 70 degrees, the door will take at least 1.5 seconds to move to the closed position.

2.3 MECHANICAL LOCKS AND LATCHES

A. Lock Functions: As indicated in door hardware schedule.

B. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors, and as follows:

1. Bored Locks: Minimum 1/2-inch latchbolt throw.

2. Mortise Locks: Minimum 3/4-inch latchbolt throw.

3. Deadbolts: Minimum 1-inch 1.25-inch dimension> bolt throw.

C. Lock Backset: 2-3/4 inches unless otherwise indicated.

D. Lock Trim:

1. Description:

2. Levers: Wrought Forged Cast .

3. Escutcheons (Roses): Wrought Forged Cast .

4. Dummy Trim: Match lever lock trim and escutcheons.

E. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch.

1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.

2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.

3. Aluminum-Frame Strike Box: Manufacturer's special strike box fabricated for aluminum framing.

4. Rabbet Front and Strike: Provide on locksets for rabbeted meeting stiles.

2.4 LOCK CYLINDERS

A. Standard Lock Cylinders: ANSI/BHMA A156.5, Grade 1 permanent cores; face finished to match lockset.

1. Core Type: Interchangeable.

B. High-Security Lock Cylinders: ANSI/BHMA A156.30, Grade 1 permanent cores that are removable; face finished to match lockset.

C. Construction Master Keys: Provide cylinders with feature that permits voiding of construction keys without cylinder removal. Provide 10 construction master keys.

D. Construction Cores: Provide construction cores that are replaceable by permanent cores. Provide 10 construction master keys.

08710-5

2.5 KEYING

A. Keying System: Factory registered, complying with guidelines in ANSI/BHMA A156.28, appendix. Provide one extra key blank for each lock. Incorporate decisions made in keying conference.

1. Existing System:

a. Master key or grand master key locks to Owner's existing system.

2. Keyed Alike: Key all cylinders to same change key.

B. Keys: Nickel silver.

1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation:

a. Notation: "DO NOT DUPLICATE." Information to be furnished by Owner.

2.6 ACCESSORIES FOR PAIRS OF DOORS

A. Coordinators: ANSI/BHMA A156.3; consisting of active-leaf, hold-open lever, and inactive-leaf release trigger; fabricated from steel with nylon-coated strike plates; with built-in, adjustable safety release ;.

B. Carry-Open Bars: ANSI/BHMA A156.3; prevent the inactive leaf from opening before the active leaf; provide polished brass or bronze carry-open bars with strike plate for inactive leaves of pairs of doors unless automatic or self-latching bolts are used.

C. Astragals: ANSI/BHMA A156.22.

2.7 DOOR GASKETING

A. Maximum Air Leakage: When tested in accordance with ASTM E283/E283M with tested pressure differential of 0.3 inch wg, as follows:

1. Smoke-Rated Gasketing: 0.3 cfm/sq. ft. of door opening.

2. Gasketing on Single Doors: 0.3 cfm/sq. ft. of door opening.

3. Gasketing on Double Doors: 0.50 cfm per ft. of door opening.

2.8 FABRICATION

A. Manufacturer's Nameplate: Do not provide products that have manufacturer's name or trade name displayed in a visible location except in conjunction with required fire-rating labels and as otherwise approved by Architect.

1. Manufacturer's identification is permitted on rim of lock cylinders only.

B. Base Metals: Produce door hardware units of base metal indicated, fabricated by

08710-6 forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and ANSI/BHMA A156.18.

C. 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; however, aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware unless otherwise indicated.

1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt.

2. Fire-Rated Applications:

a. Wood or…