SOLICITATION/PROPOSAL/AWARD Rucker... · PROJECT NUMBER 22 January 2020 PZ-RE-11-042-19-001 0843-18-000002 ... 2a Doors 130A, 130B sheet A -113 at loading docks legend note at top

26

ARMY & AIR FORCE EXCHANGE SERVICE SOLICITATION/PROPOSAL/AWARD

(Contract for Construction)

ISSUED BY !CONTRACTING OFFICER 'TELEPHONE NUMBERExchange HQ Kim Beveriog 214-312-4831

SOLICITATION FOR PROPOSAL DATE ISSUED SOLICITATION NUMBER

I PROJECT NUMBER

22 January 2020 PZ-RE-11-042-19-001 0843-18-000002

Proposals are solicited for performing all work in strict accordance with the drawings, specifications, schedules and exhibits listed herein. Instructions to offerors for preparation of proposals are contained in the Instructions to Offerors and Conditions of Proposals/Awards. Offerors are cautioned to carefully review the instructions, and all requirements of the solicitation. Proposals will be received until 2:00 PM , local time, 21 February 2020 , at: HQ RE-ZC Attn: Kim Bevering, 3911 South Walton Walker Blvd, Dallas, Texas 75236

SCOPE AND LOCATION OF WORK (Brief description) PN: 0843-18-000002, Exchange Image Upgrade, Ft Rucker, AL. Work covered consists of furnishing all supervision, labor, equipment, materials and incidentals necessary to perform all operations required to complete the work, all in accordance with the specifications and the applicable drawings, and subject to the terms and conditions of the contract. Technical questions

must be e-mailed to [email protected] no later than 10 days prior to due date of this solicitation.

COMMENCEMENT AND COMPLETION OF WORK The Contractor will commence work within 10 calendar days after the date of receipt of Notice to Proceed, shall prosecute work diligently, and shall complete the work within 365 calendar days after date of receipt of Notice to Proceed. The time for completion includes final clean-up of premises.

.. - P�OP0f3!'L(To Se Complet!(I By Offeror)

In compliance with the above, the undersigned agrees, if this proposal is accepted, to furnish all requirements and perform the work for which the proposal is submitted, at the price(s) and upon the terms and conditions contained in the solicitation and in the proposal. The option period for acceptance of this proposal shall be calendar days (60 calendar days unless a different period is inserted) after the date for receipt of proposals established above.

OFFEROR REPRESENTS: (C heck appropriate boxes)

(1) That it ope rates as an D Individual D Partnership D Corporation, incorporated In t he State or Country of

(2) That it □ is D isnot a small business.

(3) That it □ is D isnot a woman-owned business.

(4) That it □ is D isnot a minority business enterprise.

African American □ Hispanic American □ Asian Pacific American □ Native American/Alaskan □ (5) That it □ is D is not a Smail Disadvantage Business.

(6) That it □ is D is not a Veteran-Owned Business.

(7) That it □ is D is not a Service-Disabled Veteran Owned Business.

(8) That an owner or officer of the firm or the firm or a related firm Ohas D has not been convicted of a felony related to a business transaction.

(9) That an owner or officer of the firm or a related firm Ohas 0 has not been suspended or debarred.

(10) That the person signing this contract is an individual having the authority to obligate the firm contractually.

FULL NAME & BUSINESS ADDRESS OF OFFEROR TELEPHONE FAX NUMBER (Street, City, State & Zip Code or Country)

SIGNATURE OF PERSON AUTHORIZED TO SIGN PROPOSAL DATE

TAX PAYER ID NUMBER IDUNS NUMBER TYPED OR PRINTED NAME & TITLE E-MAIL

ACCEPTANCE AND AWARD (To Be Completed By AAFES) CONTRACT AWARDED FOR: (Identify Project(s) and Alternates/Options)

CONTRACT NUMBER !AMOUNT IDATE

SIGNATURE TYPED NAME Kim Bevering

CONTRACTING OFFICER ARMY._ .&tD s,n0ri, - .,�� C"DVlr"

EXCHANGE FORM 4450-024 (REV APR 12) (Prev Edition Obsolete)

RFI Clarifications

No. Comment Response 1 Door no.1012 on sheet A-111, looks to be on

exterior wall will this door be coiling grill door or solid coiling door if solid need new specs. For this door and will it be electric or manual.

This shall be a solid overhead coiling door. See attached specification section 08 33 23 - Overhead Coiling Doors issued in this addenda.

2a Doors 130A, 130B sheet A-113 at loading docks legend note at top of page reads no work this area. If doors are to be installed here should they also be solid. Need specs.

Doors 130A and 130B are existing and replacement of these doors are not in scope.

2b And are they electric or manual. Are there any new dock equipment at these locations, levelers, seals dock bumper, truck restraint: etcetera if so need specs.

Doors 130A and 130B and all associated equipment and accessories are existing to remain and are not included in the scope of work.

3 Doors 501A, 1001B, 801A 1001C all interior coiling grill doors, are all these doors electric? E-112 shows door no. 801A as being electric see keynotes 13.

Door 501A is existing to remain with no work involved. Doors 801A, 1001B and 1001C are electric motorized overhead coiling grill. Refer to spec section 083326 issued in Addendum #2 and electrical drawings.

4 Will concrete consultant require a pre-pour meeting?

Pre-pour meeting is required. Refer Pre Installation meeting requirements in Spec Section 033536 Paragraph 1.5 B. This section includes agenda, attendees, submittals, and other requirements.

5 Please confirm proposal may be submit electronically via e-mail in accordance with your solicitation letter.

It shall be submitted electronically.

6 If electronic submission of the proposal is acceptable, what is the file size limit?

12 MB (multiple emails may be necessary)

7 The PROPOSAL form states the work division cost break-out of total labor and total material is only to be furnished if required by the contracting officer. Is it required to be submitted with the proposal?

Yes, provide material and labor breakout.

8 The unit pricing schedule of the BASE PROPOSAL PRICING requires the contractor to provide the total estimated area to be polished. In order for all contractors to bid the same quantity, is it possible for AAFES to provide this quantity so we are all providing pricing based on the same quantity?

Takeoff is to be performed by the General Contractor. Refer Sheet A700 series. Refer Spec Section 033540. The total estimated area number will be used to calculate estimated quantity of various repairs in the worksheet. The overall cost shall be INCLUDED in the General Contractors base bid. “Grout Coat” and other largescale repairs must be approved by AAFES prior to

RFI Clarifications

commencement of work. See section 03 35 40 Paragraph 3.1 “Repairs are not to be conducted until Unit Price in attached Worksheet has been reviewed and approved by the AAFES Contracting Officer.” During construction a running log of unit cost repairs, quantity, cost, and type shall be provided to the AAFES monthly and upon request. Unused unit costs not used shall be returned to AAFES at the end of the project.

9 Sheet C-105 (Phasing Note 10.) states the contractor to transport demolished materials to on-post landfill. Sheet CD101 (Demolition Note 2.) states all construction or demolition waste material to be hauled off-base. Please clarify.

Demo is to be taken off Post. Refer to drawing change on CD101 on addendum #3 and the below references for clarification. Ft Rucker policy shall be followed. The Sustainable Fort Rucker website, https://www.fortrucker-env.com/, provides the most current Environmental Documents detailing Fort Rucker requirements. This includes guidance such as work instructions and forms. The Alabama Department of Environmental Management (ADEM) website, http://www.adem.state.al.us/, provides guidance and forms meeting State requirements. DPW Environmental Dept POC: - Leigh Jahnke: NEPA Program Manager, Asbestos inspector (334) 255-2080 - Phil Anderson: Recycling Program Manager - Kyle Flowers: Air Program Manager - Amanda Hickerson: Hazardous Waste Program Manager (334) 255-1024 See attached Record of Environmental Consideration for additional requirements of this project.

https://www.fortrucker-env.com/

http://www.adem.state.al.us/

RFI Clarifications

10 Sheet AD-111, Note 18. States to contact Ray Waterworth for pricing regarding IDS work. Could you provide contact information?

[email protected]

Alternate POC: Steve Damron Physical Security Specialist Fort Rucker, Alabama [email protected]

IDS is in contractor SOW. 11 In SolAm3 Attachment 4 Plans & Drawing, CS401 in

inserted in the CD drawing sequence. I believe this should have been CD401. This drawing in identified as revised in SolAm3 Attachment 1, but is not included in Attachment 5.

Cyntergy has only issued Addendum #2 for this project. Of this addendum sheet CS401 was issued but sheet CD401 was not. Both sheets CS401 and CD401 were part of the original solicitation set.

12 Do you foresee extending the due date as a result of the restrictions put in place due to COVID-19? I have been told that contractors have no access to the post, at this time. Many of us are social distancing from home offices and even stricter policies seem to be being put in place each day. Just curious what AAFES thoughts are?

No extension at this time.

13 Please specifically identify on the plumbing drawings what work is to be included in Option 5 Repair Sanitary and Grease Waste lines at Food BOH. Sheets PD102, P102 and P401 do not identify any Option work in this area. Repair seems to indicate work on existing lines, not any of the new work to the new food court tenants.

Work indicated on 2/P-401 and same area on sheet 1/PD-102 shall be included in Option #5.

14 Please confirm all work on the M Drawings (mechanical) is to be included in Option 1. The note on Sheet M-001 in the upper right-hand corner seems to indicate this.

Option #1 shall include only materials, labor, and equipment related to the demo of existing HVAC system and installation of new HVAC system.

15 Is Door signage required? Room and door signage is CF/CI for all rooms and doors. Refer Section 101400.

END OF BID RFI RESPONSES

mailto:[email protected]

mailto:[email protected]

810 S CINCINNATI AVE, STE 200, TULSA, OK 74119 | 918.877.6000 | CYNTERGY.COM PAGE 1 OF 1

AMENDMENT #4 ATTACHMENT #3 This addendum forms a part of the contract documents and modifies previous documents, specifications and drawings pertaining to these items dated 2/27/2020. The General Contractor shall notify the architect immediately with any discrepancies or errors found in these documents.

DESCRIPTION Items included in this change: CL Clarifications ORC Owner Requested Change RFI Bid RFI ARCHITECTURAL 1. Sheet A-705 – Floor Finish Plan – Food Court / Mall

1.1. Detail 1 – Floor Finish Plan – Food Court / Mall • Add stained concrete “X” logo at entry ORC • Graphically show hatch pattern for location of polished concrete at the food court and CL

main entry 1.2. Detail 2 – X Logo

• Add detail to sheet ORC CIVIL 2. Sheet CD101– Overall Site Demolition Plan

2.1. Demolition Notes • Change note 2. Corrected verbiage off-base to off-post RFI

SPECIFICATIONS 1. 08 33 23 – Overhead Coiling Doors

• Added in its entirety RFI 2. 22 11 23 – Domestic Water Pumps

2.1. Section 2.5 • Section added to explicitly include suction diffusers in the specification. RFI

END OF ADDENDUM NARRATIVE

01/13

FORT RUCKER, AL IMAGE UPDATE SECTION 08 33 23 04/08/20 Page 1 of 8 Addendum #3

SECTION 08 33 23

OVERHEAD COILING DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following types of overhead coiling doors:

1. Electrically operated service doors.

B. Related Sections include the following:

1. Division 26 Section "Conductors and Cables" for electrical service and connections for

powered operators, and accessories. 2. Division 26 Section "Disconnect Switches and Circuit Breakers" for disconnect switches

and circuit breakers for powered operators. 1.2 DEFINITIONS

A. Operation Cycle: One complete cycle of a door begins with the door in the closed position.

The door is then moved to the open position and back to the closed position. 1.3 PERFORMANCE REQUIREMENTS

A. Delegated Design: Design overhead coiling doors, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.

B. Structural Performance, Exterior Doors: Exterior overhead coiling doors shall withstand the wind loads, the effects of gravity loads, and loads and stresses within limits and under conditions indicated according to SEI/ASCE 7.

1. Wind Loads: Uniform pressure (velocity pressure) of 20 lbf/sq. ft. (960 Pa), acting inward and outward.

a. Basic Wind Speed: 85 mph (38 m/s). b. Importance Factor: 1.0. c. Exposure Category: C.

2. Deflection Limits: Design overhead coiling doors to withstand design wind load without evidencing permanent deformation or disengagement of door components.

C. Operability under Wind Load: Design overhead coiling doors to remain operable under uniform pressure (velocity pressure) of 20 lbf/sq. ft. (960 Pa) wind load, acting inward and outward.

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D. Windborne-Debris-Impact-Resistance Performance: Provide impact-protective overhead coiling doors that pass missile-impact and cyclic-pressure tests when tested according to ASTM E 1886 and ASTM E 1996.

1. Large Missile Test: For overhead coiling doors located within 30 feet (9.144 m) of grade.

E. Seismic Performance: Overhead coiling doors shall withstand the effects of earthquake motions determined according to SEI/ASCE 7.

1. The term "withstand" means "the unit will remain in place without separation of any parts from the device when subjected to the seismic forces specified."

2. Seismic Component Importance Factor: 1.0.

F. Operation Cycles: Provide overhead coiling door components and operators capable of operating for not less than number of cycles indicated for each door. One operation cycle is complete when a door is opened from the closed position to the fully open position and returned to the closed position.

G. Operation-Cycle Requirements: Design overhead coiling door components and operator to operate for not less than 20,000 cycles.

1.4 SUBMITTALS

A. Product Data: For each type and size of overhead coiling door and accessory. Include details

of construction relative to materials, dimensions of individual components, profiles, and finishes. Provide roughing-in diagrams, operating instructions, and maintenance information. Include the following: 1. Setting drawings, templates, and installation instructions for built-in or embedded anchor

devices. 2. Motors: Show nameplate data and ratings; characteristics; mounting arrangements; size

and location of winding termination lugs, conduit entry, and grounding lug; and coatings. B. Shop Drawings: For special components and installations not dimensioned or detailed in

manufacturer's data sheets. C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors

available for units with factory-applied finishes. D. Installer Certificates: Signed by manufacturer certifying that installers comply with specified

requirements. 1.5 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced installer who is an authorized representative of

the overhead coiling door manufacturer for both installation and maintenance of units required for this Project.

B. Source Limitations: Obtain overhead coiling doors through one source from a single

manufacturer.

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1. Obtain operators and controls from the overhead coiling door manufacturer. C. Listing and Labeling: Provide electrically operated fixtures specified in this Section that are

listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in NFPA 70, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing

Laboratory" as defined in OSHA Regulation 1910.7. PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturer – Overhead Door Corp. 625 Series. B. Manufacturer: Subject to compliance with requirements, products by one of the following may

be provided. 1. Alpine Overhead Doors, Inc. 2. Atlas Door Corp.; Div. of Clopay Building Products Co. 3. The Cookson Company. 4. Cornell Iron Works Inc. 5. Dynamic Closures (1995) LTD. 6. Mahon Door Corp. 7. McKeon Rolling Steel Door Company, Inc. 8. Overhead Door Corporation. 9. Pacific Rolling Door Co. 10. Raynor Garage Doors. 11. Roll-Lite Door Corp.; Div. of Clopay Building Products Co. 12. Southwestern Steel Rolling Door Co. 13. Wayne-Dalton Corp. 14. Windsor Door; A United Dominion Company.

2.2 DOOR CURTAIN MATERIALS AND CONSTRUCTION

A. Door Curtain: Fabricate overhead coiling door curtain of interlocking slats, designed to

withstand wind loading indicated, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of material thickness recommended by door manufacturer for performance, size, and type of door indicated, and as follows: 1. Steel Door Curtain Slats: Structural-quality, cold-rolled galvanized steel sheets

complying with ASTM A 653, with G90 (ASTM A 653M, with Z275) zinc coating. B. Endlocks: Malleable-iron castings galvanized after fabrication, secured to curtain slats with

galvanized rivets, or high-strength nylon. Provide locks on not less than alternate curtain slats for curtain alignment and resistance against lateral movement.

C. Windlocks: Malleable-iron castings secured to curtain slats with galvanized rivets or high-

strength nylon, as required to comply with wind load.

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D. Bottom Bar: Consisting of 2 angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch (38 by 38 by 3 mm) thick, either galvanized or stainless-steel or aluminum extrusions to suit type of curtain slats.

E. Curtain Jamb Guides: Fabricate curtain jamb guides of steel angles, or channels and angles,

with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Build up units with not less than 3/16-inch- (5-mm-) thick, galvanized steel sections complying with ASTM A 36 (ASTM A 36M), and ASTM A 123. Slot bolt holes for guide adjustment. Provide removable stops on guides to prevent overtravel of curtain and a continuous bar for holding windlocks.

2.3 HOODS AND ACCESSORIES

A. Hood: Form to entirely enclose coiled curtain and operating mechanism at opening head and

act as weatherseal. Contour to suit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Provide closed ends for surface-mounted hoods and fascia for any portion of between-jamb mounting projecting beyond wall face. Provide intermediate support brackets as required to prevent sag. 1. Fabricate steel hoods, for steel doors, of not less than 0.028-inch (0.7-mm) thick, hot-dip

galvanized steel sheet with G90 (Z275) zinc coating, complying with ASTM A 653 (ASTM A 653M).

2. Shape: Round. B. Weatherseals: Provide replaceable, adjustable, continuous, compressible weather-stripping

gaskets fitted to bottom and at top of exterior doors, unless otherwise indicated. At door head, use 1/8-inch- (3-mm-) thick, replaceable, continuous sheet secured to inside of curtain coil hood. 1. Provide motor-operated doors with combination bottom weatherseal and sensor edge. 2. In addition, provide replaceable, adjustable, continuous, flexible, 1/8-inch- (3-mm-) thick

seals of flexible vinyl, rubber, or neoprene at door jambs for a weathertight installation. D. Push/Pull Handles: For push-up-operated or emergency-operated doors, provide galvanized

steel lifting handles on each side of door. 1. Provide pull-down straps or pole hooks for doors more than 84 inches (2130 mm) high.

E. Slide Bolt: Fabricate with side locking bolts to engage through slots in tracks for locking by

padlock, located on both left and right jamb sides, operable from coil side. F. Where door unit is power operated, provide safety interlock switch to disengage power supply

when door is locked. 2.4 COUNTERBALANCING MECHANISM

A. General: Counterbalance doors by means of adjustable-tension steel helical torsion spring,

mounted around a steel shaft and contained in a spring barrel connected to door curtain with required barrel rings. Use grease-sealed bearings or self-lubricating graphite bearings for rotating members.

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B. Counterbalance Barrel: Fabricate spring barrel of hot-formed, structural-quality, welded or seamless carbon-steel pipe, of sufficient diameter and wall thickness to support rolled-up curtain without distortion of slats and to limit barrel deflection to not more than 0.03 in./ft. (2.5 mm/m) of span under full load.

C. Provide spring balance of one or more oil-tempered, heat-treated steel helical torsion springs.

Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Provide cast-steel barrel plugs to secure ends of springs to barrel and shaft.

D. Fabricate torsion rod for counterbalance shaft of cold-rolled steel, sized to hold fixed spring

ends and carry torsional load. E. Brackets: Provide mounting brackets of manufacturer's standard design, either cast-iron or

cold-rolled steel plate with bell-mouth guide groove for curtain. 2.5 FINISHES, GENERAL

A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal

Products" for recommendations for applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are

acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.6 STEEL AND GALVANIZED STEEL FINISHES

A. Powder-Coat-Applied Finish: Apply manufacturer's standard powder-coat-applied finish

consisting of primer and topcoat(s) according to coating manufacturer's written instructions for cleaning, pretreatment, application, thermosetting, and minimum dry film thickness. 1. Color and Gloss: Overhead Door Corp., color: "Buckskin".

2.7 ELECTRIC DOOR OPERATORS

A. General: Provide electric door operator assembly of size and capacity recommended and

provided by door manufacturer for door and operational life specified, with electric motor and factory-prewired motor controls, starter, gear-reduction unit, solenoid-operated brake, clutch, remote-control stations, control devices, integral gearing for locking door, and accessories required for proper operation.

B. Comply with NFPA 70. C. Disconnect Device: Provide hand-operated disconnect or mechanism for automatically

engaging sprocket-chain operator and releasing brake for emergency manual operation while disconnecting motor, without affecting timing of limit switch. Mount disconnect and operator so they are accessible from floor level. Include interlock device to automatically prevent motor from operating when emergency operator is engaged.

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D. Design operator so motor may be removed without disturbing limit-switch adjustment and without affecting emergency auxiliary operator.

E. Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6,

with NFPA 70 Class 2 control circuit, maximum 24-V, ac or dc. F. Door-Operator Type: Provide wall-, hood-, or bracket-mounted, jackshaft, gear-head hoist-type

door operator unit consisting of electric motor, enclosed worm-gear running-in-oil primary drive, chain and sprocket secondary drive, and auxiliary chain-hoist and floor level disconnect.

G. Electric Motors: Provide high-starting torque, reversible, continuous-duty, Class A insulated,

electric motors, complying with NEMA MG 1, with overload protection, sized to start, accelerate, and operate door in either direction, from any position, at not less than 2/3 fps (0.2 m/s) or more than 1 fps (0.3 m/s), without exceeding nameplate ratings or considering service factor. 1. Type: Polyphase, medium-induction type. 2. Service Factor: According to NEMA MG 1, unless otherwise indicated. 3. Coordinate wiring requirements and electric characteristics of motors with building

electrical system. 4. Provide open dripproof-type motor, and controller with NEMA ICS 6, Type 1 enclosure. 5. Provide totally enclosed, nonventilated or fan-cooled motors, fitted with plugged drain,

and controller with NEMA ICS 6, Type 4 enclosure where indicated. H. Remote-Control Station: Provide momentary-contact, 3-button control station with push-button

controls labeled "Open," "Close," and "Stop." 1. Provide interior units, full-guarded, surface-mounted, heavy-duty type, with general-

purpose NEMA ICS 6, Type 1 enclosure. I. Obstruction Detection Device: Provide each motorized door with indicated external automatic

safety sensor able to protect full width of door opening. Activation of sensor immediately stops and reverses downward door travel. 1. Photoelectric Sensor: Manufacturer's standard system designed to detect an obstruction

in door opening without contact between door and obstruction. a. Self-Monitoring Type: Provide self-monitoring sensor designed to interface with

door operator control circuit to detect damage to or disconnection of sensing device. When self-monitoring feature is activated, door operates to close only with constant pressure on close button.

2. Sensor Edge: Provide each motorized door with an automatic safety sensor edge, located

within astragal or weather stripping mounted to bottom bar. Contact with sensor immediately stops and reverses downward door travel. Connect to control circuit using manufacturer's standard take-up reel or self-coiling cable. a. Provide electrically actuated automatic bottom bar.

1) Self-Monitoring Type: Provide self-monitoring, 4-wire configured device.

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J. Limit Switches: Provide adjustable switches, interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions.

K. Provide electric operators with ADA-compliant audible alarm and visual indicator lights. L. Radio Control: Provide radio control system consisting of the following:

1. 3-channel universal coaxial receiver to open, close, and stop door, 1 per operator. 2. Multifunction remote control. 3. Remote antenna mounting kit.

2.8 DOOR ASSEMBLY

A. Insulated Service Door: Door curtain of 24 ga. galvanized steel. B. STC Rating: 26. C. Hood: Galvanized steel. D. Integral Frame, Hood, and Fascia for Counter Door: Galvanized steel.

2.9 FIRE-RATED DOOR ASSEMBLY

A. Fire-Rated Service Door: Door curtain of 28 ga. galvanized steel. B. Fire Rating: 1 hour with smoke control. C. STC Rating: 27. D. Hood: Galvanized steel. E. Integral Frame, Hood, and Fascia for Counter Door: Galvanized steel. F. Sill Configuration for Fire-Rated Counter Door: No sill. G. Electric Door Operator: Standard duty, up to 60 cycles per hour.

1. Obstruction-detection device. 2. Remote-control station.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General: Install door and operating equipment complete with necessary hardware, jamb and

head mold strips, anchors, inserts, hangers, and equipment supports according to Shop Drawings, manufacturer's written instructions, and as specified.

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3.2 ADJUSTING A. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, or

distortion and fitting weathertight for entire perimeter. 3.3 EXCESS MATERIALS AND WASTE

A. Recycling: Separate and recycle all waste materials in accordance with the Contractor's waste

management plan and to the extent economically feasible. This includes metal banding, pallets, and other shipping materials in addition to waste resulting from installation operations.

3.4 DEMONSTRATION

A. Startup Services: Engage a factory-authorized service representative to perform startup

services and to train AAFES' maintenance personnel as specified below: 1. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and

equipment. 2. Train AAFES' maintenance personnel on procedures and schedules related to startup and

shutdown, troubleshooting, servicing, preventive maintenance, and procedures for testing and resetting release devices.

3. Review data in the maintenance manuals. Refer to Division 1 Section "Contract Closeout."

4. Review data in the maintenance manuals. Refer to Division 1 Section "Operation and Maintenance Data."

5. Schedule training with AAFES with at least 7 days' advance notice. END OF SECTION 08 33 23

Ft. Rucker, AL Image Update Section 221123 04/08/20 Page 1 of 4 Addendum #3

SECTION 22 11 23

DOMESTIC WATER PUMPS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following all-bronze and bronze-fitted centrifugal pumps for domestic cold- and hot-water circulation:

1. Close-coupled, in-line, sealless centrifugal pumps. 2. Close-coupled, horizontally mounted, in-line centrifugal pumps.

1.2 SUBMITTALS

A. Product Data: For each type and size of domestic water pump specified. Include certified performance curves with operating points plotted on curves; and rated capacities of selected models, furnished specialties, and accessories.

B. Shop Drawings: Diagram power, signal, and control wiring.

C. Operation and maintenance data.

1.3 QUALITY ASSURANCE

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

B. UL Compliance: Comply with UL 778 for motor-operated water pumps.

PART 2 - PRODUCTS

2.1 CLOSE-COUPLED, IN-LINE, SEALLESS CENTRIFUGAL PUMPS

A. Description: Factory-assembled and -tested, single-stage, close-coupled, in-line, sealless centrifugal pumps as defined in HI 5.1-5.6.

1. Pump and Motor Assembly: Hermetically sealed, replaceable-cartridge-type unit with motor and impeller on common shaft and designed for installation with pump and motor shaft mounted horizontally.

2. Casing: Bronze, with threaded companion-flange connections. 3. Impeller: Corrosion-resistant material. 4. Motor: Single speed, unless otherwise indicated


2.2 CLOSE-COUPLED, HORIZONTALLY MOUNTED, IN-LINE CENTRIFUGAL PUMPS

A. Description: Factory-assembled and -tested, overhung impeller, single-stage, close-coupled, horizontally mounted, in-line centrifugal pumps as defined in HI 1.1-1.2 and HI 1.3; and designed for installation with pump and motor shafts mounted horizontally.

1. Pump Construction: All bronze.

a. Casing: Radially split, cast iron, with threaded companion-flange connections for pumps with NPS 2 (DN 50) pipe connections and flanged connections for pumps with NPS 2-1/2 (DN 65) pipe connections.

b. Impeller: ASTM B 584, cast bronze; statically and dynamically balanced, closed, and keyed to shaft.

c. Shaft and Shaft Sleeve: Steel shaft, with copper-alloy shaft sleeve. d. Seal: Mechanical, with carbon-steel rotating ring, stainless-steel spring, ceramic seat, and

rubber bellows and gasket. Include water slinger on shaft between motor and seal. e. Bearings: Oil-lubricated; bronze-journal or ball type.

2. Shaft Coupling: Rigid type if pump is provided with coupling. 3. Motor: Single speed, with grease-lubricated ball bearings.

2.3 CONTROLS

A. Thermostats: Electric; adjustable for control of hot-water circulation pump.

1. Type: Water-immersion sensor, for installation in hot-water storage tank. 2. Range: 65 to 200 deg F (18 to 93 deg C). 3. Operation of Pump: On or off. 4. Transformer: Provide if required. 5. Power Requirement: 24 V, ac. 6. Settings: Start pump at 125 deg F (52 deg C) and stop pump at 140 deg F (60 deg C).

B. Timers: Electric time clock for control of hot-water recirculation pump (or tie to DDC timeclock).

1. Type: Programmable, seven-day clock with manual override on-off switch. 2. Enclosure: Suitable for wall mounting. 3. Operation of Pump: On or off. 4. Transformer: Provide if required. 5. Power Requirement: 24 V, ac. 6. Programmable Sequence of Operation: Up to two on-off cycles each day for seven days.

C. Time Delay Relay: Control for hot-water storage tank circulation pump.

1. Type: Adjustable time delay relay. 2. Range: Up to five minutes. 3. Setting: Five minutes. 4. Operation of Pump: On or off. 5. Transformer: Provide if required. 6. Power Requirement: 24 V, ac. 7. Programmable Sequence of Operation: Limit pump operation to periods of burner operation plus

maximum five minutes after the burner stops.


2.4 FLEXIBLE CONNECTORS

A. Description: Corrugated, bronze inner tubing covered with bronze wire braid. Include copper-tube ends or bronze flanged ends, braze-welded to tubing. Include 125-psig (860-kPa) minimum working-pressure rating and ends matching pump connections.

2.5 PUMP SPECIALTY FITTINGS

A. Suction Diffuser: 1. Angle pattern. 2. 175-psig pressure rating, cast-iron body and end cap, pump-inlet fitting. 3. Bronze startup and bronze or stainless-steel permanent strainers. 4. Bronze or stainless-steel straightening vanes. 5. Drain plug. 6. Factory-fabricated support.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with HI 1.4.

B. Install pumps with access for periodic maintenance including removal of motors, impellers, couplings, and accessories.

C. Independently support pumps and piping so weight of piping is not supported by pumps and weight of pumps is not supported by piping.

D. Install in-line, sealless or close-coupled, horizontally mounted, in-line centrifugal pumps with motor and pump shafts horizontal.

E. Install continuous-thread hanger rods and of sufficient size Mechanical Vibration to support pump weight. Fabricate brackets or supports as required. Hanger and support materials are specified in Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment."

F. Install immersion-type thermostats in hot-water return piping.

G. Install timers adjacent to pumps.

H. Piping installation requirements are specified in other Division 22 Sections. Drawings indicate general arrangement of piping, fittings, and specialties.

I. Install piping adjacent to pumps to allow service and maintenance.

J. Connect domestic water piping to pumps. Install suction and discharge piping equal to or greater than size of pump nozzles. Refer to Division 22 Section "Domestic Water Piping."

1. Install flexible connectors adjacent to pumps in suction and discharge piping of close-coupled, horizontally mounted, in-line centrifugal pumps.

2. Install shutoff valve and strainer on suction side of pumps, and check valve and throttling valve on discharge side of pumps. Install valves same size as connected piping. Refer to Division 22


Section "General-Duty Valves for Plumbing Piping" for general-duty valves for domestic water piping and Division 22 Section "Domestic Water Piping Specialties" for strainers.

3. Install pressure gages at suction and discharge of pumps. Install at integral pressure-gage tappings where provided or install pressure-gage connectors in suction and discharge piping around pumps.

K. Ground equipment according to Division 26 Section "Grounding and Bonding for Electrical Systems."

L. Connect wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors and Cables."

M. Connect thermostats and timers to pumps that they control.

N. Interlock pump with water heater burner and time delay relay.

END OF SECTION 22 11 23

DN

FLOOR PATTERN PLANLEGEND

BARE CONCRETE, BC; REF A-602 FOR FINISH SCHEDULE

POLISHED CONCRETE, PC-1; REF A-602 FOR FINISH SCHEDULE




SEALED CONCRETE, SC; REF A-602 FOR FINISH SCHEDULE

TILE, PT-1; REF A-602 FOR FINISH SCHEDULE

QUARRY TILE, QT-1; REF A-602 FOR FINISH SCHEDULE

RESILIENT, VCT-6; REF A-602 FOR FINISH SCHEDULE




RESILIENT, VT-3; REF A-602 FOR FINISH SCHEDULE




CARPET, CPT-2; REF A-602 FOR FINISH SCHEDULE

CARPET, CPT-3; REF A-602 FOR FINISH SCHEDULE


NO FLOORING SCOPE OF W ORK IN AREA

7 8 9 10 11 12 13 14 14A

16

17

18

F

G

19

15

J

H

3028

14B

2521

L

20

K

208

SERVICES MALL 1

202

ENTRY

204

MALL 2

209

VESTIBULE

702

WOMENS

701

MENS

502

OPTICAL OFFICE

501

OPTICAL

601

OPTICAL RECEPTION

603

EXAM 1602

CORRIDOR

606

EXAM 3

605

EXAM 2 604

STORAGE

402

FAMILY HAIRCARE

403

SANITIZING

906

OFFICE

907

GNC STOCK

908

TRAINING

910

STORAGE

911

RESTROOM

100

LP OFFICE

205

MECHANICAL

903

BACK OF HOUSE

801

GNC

905

SUBWAY

902

POPEYES

201

VESTIBULE

301

STORAGE302

CHARLEY'S

307

MECHANICAL 1

304

PREP

913

COOLER

914

FREEZER

303

QDOBA

206

STORAGE

207

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VERIFY FINAL LOCATION WITH OWNERRE PM PRIOR TO APPLICATION.

3'-10 7/8"

3'-10 7/8"

8 3/4"

8 3/4"

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R 1'-0

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6'-9 1/32" 6'-9 1/32"

13'-6 1/16"

14

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7'-4 1

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7'-4 1

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d:

SHEET NUMBERSHEET NAME

810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119

918.877.6000www.cyntergy.com

ISSUE DATE:

CHECKED BY:

DRAWN BY:

PROJECT NO:

PROJECT TITLE

SCALE AS NOTED

EXCHANGE

TM

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Users

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0:0

8:3

0 A

M

A-705FLOOR FINISH PLAN -FOOD COURT / MALL

11/22/2019

BB/RD

MG/MS/CL/AK

0843-18-002

FORT RUCKER, ALBUILDING 9214

FT RUCKER SHOPPINGCENTER IMAGE UPDATE

1/8" = 1'-0"1FLOOR FINISH PLAN - FOOD COURT / MALL

NKEYPLAN

REFER TO A-602 FOR TRANSITION AND EXPANSION JOINT DETAILS

GENERAL NOTE:LEVEL ALL EXISTING AND NEW DEVICES IN THE FLOOR WITH THE NEW FLOOR FINISH

REV. # DATE DESCRIPTION

11/22/2019 FOR SOLICITATION

1 02/27/2020 ADDENDUM #2

2 04/08/2020 ADDENDUM #3

1/4" = 1'-0"2X LOGO

2

2

EXISTING EXCHANGE

BUILDING

FFE = 354.17

EXISTING PXTRA & MALL

BUILDING

FFE = 352.08

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BID OPTION 10

REWORK ENTRY

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BID OPTION 11

REPLACE BRICK

TILE AT ENTRY

BID OPTION 12

REWORK / IMPROVE DRAINAGE TRENCH

DRAIN AT ENTRY - REMOVE A PORTION OF

CURB AND GUTTER AND INLET GRATES

SHEET NUMBERSHEET NAME

ENGINEER OF RECORD

810 SOUTH CINCINNATI

SECOND FLOOR

TULSA, OK 74119

918.877.6000

www.cyntergy.com

ISSUE DATE:

CHECKED BY:

DRAWN BY:

PROJECT NO:

PROJECT TITLE

SCALE AS NOTED

SEAL

EXCHANGETM

ROBERT L. DAY, P.E.

11/22/2019

SAT

RHR / SAT

0843-18-002

FORT RUCKER, AL

BUILDING 9214

FT RUCKER SHOPPING

CENTER IMAGE UPDATE

REV. # DATE DESCRIPTION

11/22/2019 FOR SOLICITATION

02/27/2020 ADDENDUM #2

SCALE:

DEMOLITION PLAN

OVERALL SITE

1" = 30'-0"

1

0 30' 60'

SCALE: 1" = 30'-0"

N

CD101

OVERALL SITE

DEMOLITION PLAN

1

CD401

2

CD401

3

CD401

4

CD401

1

CD402

1. CONTRACTOR SHALL COORDINATE AND STAGE ALL WORK WITHIN THE

LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION IS DEFINED BY

THE ENLARGED PLAN CALL OUTS SHOWN ON THIS SHEET.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF

ALL TRASH AND BUILDING MATERIALS. ALL WASTE MATERIAL

GENERATED BY CONSTRUCTION OR DEMOLITION ACTIVITIES SHALL BE

HAULED OFF-POST TO A LEGAL DUMP SITE AND DEPOSITED AT THE

CONTRACTOR'S EXPENSE . THE HAUL ROUTE SHALL BE MAINTAINED

FREE OF DEBRIS, MUD, ROCK AND TRASH AT ALL TIMES.

3. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED

BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR

TEXTURE OF THE PAVEMENT. THE MARKINGS SHALL BE REMOVED TO

THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT

CONDITIONS. UNDER NO CIRCUMSTANCES SHALL BLACK PAINT BE USED

TO COVER EXISTING PAVING MARKINGS, OR MISTAKES IN STRIPING.

4. ALL EXISTING PAVEMENT, BASE COURSES, SIDEWALKS, CURBS,

FOUNDATION, ETC., TO BE DEMOLISHED ARE TO BE REMOVED TO FULL

DEPTH.

5. ALL REMOVED AND SALVAGED ITEMS SHALL BECOME THE PROPERTY OF

THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OR REQUESTED BY

THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER

SUITABLE METHODS, AS NECESSARY, TO CONTROL DUST AND DIRT

CAUSED BY DEMOLITION WORK.

7. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES PRIOR

TO COMMENCING THE WORK. COORDINATE WITH LOCAL UTILITY

COMPANIES PRIOR TO UTILITY DISCONNECTS.

8. ANY CAVITIES LEFT BY STRUCTURE FOUNDATION OR TREE STUMP

REMOVAL SHALL BE BACK FILLED AND COMPACTED PER

SPECIFICATIONS OR INSTRUCTIONS FROM BCE.

9. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS,

FENCES, TREES, UTILITIES AND STRUCTURES THAT ARE TO REMAIN.

REPAIRS NECESSITATED BY CONTRACTOR DAMAGE SHALL BE MADE AT

NO ADDITIONAL COST TO THE GOVERNMENT.

10. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED

AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

11. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE

BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE

GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE

START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER FOR ONSITE LOCATIONS OF EXISTING

UTILITIES.

DEMOLITION NOTES:

2

04/08/2020 ADDENDUM #3