Amendment_0001.pdf

Amendment 000

SOLICITATION

Request for Proposals

Solicitation No. W912DW-17- -00

U.S. Army Corps of Engineers Seattle District

W68MD961541954

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Invitation for Bid W912DW17B0012. Supply all supervision, labor, equipment and materials to perform all w ork for project entitled “Repair Hangar Bldg 3041, Joint Base Lew is-McChord (JBLM), WA.

See continuation page

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 16-Aug-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW17B0012

X 9B. DATED (SEE ITEM 11)

04-Aug-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

15-Aug-2017

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW17B0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

Amendment 0001 to Solicitation W912DW17B0012, Single Award Task Order Contract entitled:Repair Hangar Bldg 3041, Joint Base Lew is-McChord (JBLM), WA, is hereby issued:

1. The purpose of this Amendment is to revise and update the following:

a. Standard Form 1442, Block 13 (a) The date has been changed from 05 Sep 5017 to 05 Sep 2017.

b. Revised Statement of Work, dated 15 Aug 17

c. Incorporate the briefing slides, and attendance roster from the Pre-Proposal Conference and Site Visit conducted on 15 August 2017 at 10:00 am local time.

2. The proposal due date and time for this solicitation remains unchanged.

3. NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on Standard Form 1442, Block 19.

Enclosures:

Corrected 1st page of SF 1442 Revised Statement of Work, dated 15 Aug 17 Briefing slides and attendance roster

(RFP)

(Include area code) (NO COLLECT CALLS)

(See _________________________

(If "YES," indicate within how many calendar days after award in Item 12B.)

2 (date).

(Construction, Alteration, or Repair)

(Title, identifying no., date):

(hour)

(If Other Than Item 7)

SECTION 01 11 00

STATEMENT OF WORK

Version 1.32

Issued November 17, 2016

CONSTRUCTION

Pre-RFP Draft Original: July 20, 2017. Revised: August 15, 2017

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair Hangar Bldg. 3041

1.1.2. IJO Number(s): CVA000112J

1.1.3. Project Package Number(s): CE0095

1.2. Description of Work

1.2.1. The contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the umbrella contract specifications, this statement of work, and identified drawings to provide all required renovations on Bldg. 3041.

1.3. Area Description

1.3.1. Location

1.3.1.1. Joint Base Lewis-McChord (JBLM), Bldg. 3041. Building 3041 is an Aircraft Maintenance Hangar located on the south west side of Gray Army Airfield off of Airport Way.

1.3.2. Known Existing Site Conditions

1.3.2.1. The building has not seen any major renovation for roughly 40 years though there have been numerous minor revisions and remodels since it was first built. The two hangars flanking it have recently been renovated. The building contains ACM which will need to be abated as stated in the drawings. The contractor will be provided with a previously completed Hazardous Building Materials Survey dated December 1, 2012.

1.4. Principal Items To Be Accomplished

1.4.1. Base Design Deliverable (CVA000112J)

1.4.1.1. Base Item CLIN 0001. Execute project incidental design activities.

a. A full design to include drawings, specifications, and Hazardous Building Materials Survey was completed in 2013. The drawings include sections on Hazardous Material, Civil, Structural, Architectural, Fire Protection, Fire Alarm, Plumbing, Mechanical, Electrical, and Telecommunications. The specifications include divisions 00-03, 05-10, 12, 13, 21-23, 26-28.

The Hazardous Building Materials Survey covers ACM, Lead-Based Paint, and PCBs.

b. A thorough site visit shall be conducted prior to the 100% Design Submittal.

c. Principle items to be addressed in the incidental design package include:

Ref # Discipline Location Corrective Action Required

1 Architectural General

Correct materials and call-outs to match the JBLM standards as described below:

Exterior Finishes for Gray Army Airfield Facilities Base: Material - Concrete

Finish - Smooth Color - Gray

Field Masonry: Material - Modular Brick Finish - Mission Color - Chestnut

Manufacturer - Mutual Materials Mortar: Color - Standard Gray

Metal Wall Panels: Material - Horizontal Metal Panels Color - Cool Metallic Silver Manufacturer - AEP Span

Roof: Material - Standing Seam Metal Color - Cool Zinc Gray

Manufacturer - AEP Span Gutter/Fascia: Match roof color

Downspout: Match roof or wall color (verify with DPW) Soffit: Match roof color if no overhang; match wall color if overhang

Wdw/Door Frame: Color - Clear Anodized Wdw/Door Glass: Color - Clear (Low-E is acceptable)

Sun Shade: Color - Clear Anodized Translucent Panel: Color - Crystal/Crystal

Manufacturer - Major Industries Paint: Color - 7019 Gauntlet Gray Manufacturer - Sherwin Williams

2 Architectural A563 Detail #13: Currently the detail shows 10" studs at 24" on center. This should be changed to 6" studs at 12" on center. Fasten to the inside of the beam. Provide an updated detail showing this change.

3 Architectural A563 Details state 1" insulation is to be used. Specify type of insulation to be used. Get approval of insulation type through government approved submittal.

4 Architectural A562 Verify that the translucent panel openings in the sliding hangar doors will accept the specified size 5 Architectural A566 Provide detail for installing metal siding between windows

6 Architectural A601

Update drawing and specification 08 11 13 2.9 to field paint doors and frames as opposed to using pre-finished doors. Install door frames, with a factory primed finish in accordance with 08 11 13 2.9.1 and apply 2 coats minimum of factory provided enamel paint to match doors.

Architectural /

Specs A602 / 08 33 23 2.1

Current design does not specify what type of insulation to use on coiling overhead doors. Specification provides guidance for both insulated and non-insulated. Clarify drawing to specify that insulated curtains are to be used on exterior doors and non-insulated doors are to be used on interior doors.

8 Architectural

A601, A562 (note 5), Spec 08 71 00 3.5

Current design calls for an electronic locking system that will not provide enough clearance for the doors. Delete the keypad and install a thumb latch deadbolt type lock (thumb turn on inside; keypad on the outside). Provide updated drawings and specifications to reflect this change.

Architectural /

Specs A606 / 08 33 23 2.1

Delete sign type I, and add the following general note: Sign types F, G, H, K, and L shall be provided at all applicable locations - See Fire Protection drawings for equipment locations.

10 Architectural A901-A903 Verify scope of concrete spall repair to ensure most current condition is included in necessary repairs

11 Civil C101 Detail #1, Note #2: For bidding purposes, provide 1 ½-inch x12-inch dowels every 2 feet both sides. Field verify existing conditions during construction.

12 Civil C101

There are 4 existing bollards and a drum on the north side of the building that are not shown on the Pavement Restoration Plan (Sheet C101).

Ensure that the existing bollards and drum are called out in the contract documents and that the routing of utilities and any required demolition is considered.

Tele-communications General

Create new OSP Drawing: Show existing manhole diagram of Manhole AF000010. Show the new splicing and other changes that will be accomplished in Manhole AF000010. The existing abandoned OSP cables that are in the two conduits that come from Manhole AF000010 to the inside hangar bay will have to be removed to make space for the new copper and new fiber cables that will be going into the new Telecom Room 115. They will have to be pulled back into Manhole AF000010 and removed from the existing splice cases. The existing working copper and fiber cables that feed Bldg. 3041 go through conduits from Manhole AF000010 to a box on the outside wall of Bldg.

3041 and then through the janitor's closet to the inside hangar bay wall.

These cables will have to be pulled back into Manhole AF000010, 3partially cut off and spliced to new cables that will be placed back into B4ldg. 3041 to an existing cabinet on the inside hangar bay wall. These cables will go in the conduits that were vacated when the abandoned cables were pulled out. The fiber and the copper cables will be terminated inside the cabinet and then indoor rated cables will be placed to the new Telecom Room 115. A new pathway from the inside hangar bay wall will have to be placed to Telecom Room 115. Cables that do not have a splice case in Manhole AF000010 will have to be placed into new splice cases and cleared and capped. (Use specification 33 82 00 as applicable).

Tele-communications T2-102

(notes 2&3)

Current design contradicts with calling for 12-strand fiber in Reference Note #2 and then in Reference Note #3 calling for 6-strand fiber.

Coordinate with NEC POC for the correct fiber to be used and update notes to reflect.

Tele-communications T3-002

Remove all notes on SIPRNET. No SIPRNET will be installed as part of this project.

Tele-communications T4-002

TGB2 in Office 202 needs to be changed to TGB3.

TMGB2 in Telecom Room 110 needs to be changed to TGB4.

Cable coming from Reference Note 13 to Reference Note 14 in Telecom Room 110 needs to be removed. Only one path to ground.

Cable coming from Reference Note 13 to Reference Note 14 in Telecom Room 115 needs to be removed. Only one path to ground.

Cable coming from Protected Entrance Terminal to Reference Note 14 in Telecom Room 115 needs to be removed. Only one path to ground.

Cable coming from TGB4 in Telecom Room 110 with Reference Note 10 on it needs to be removed from the MBGB and attached to the TMGB. Only one path to ground. (Reference Attachment #6)

Tele-communications T4-002

All notes referencing a pole mounted transformer are incorrect. Update notes to reflect current pad-mounted transformer feed.

Tele-communications T4-001

Reference Note #15: Note indicates to refer to typical details on Sheet T502 for multi-media, telephone and data outlets. Change reference to use sheet T3-002.

Tele-communications T4-001

For both Reference Notes 3 and 11, remove the words "existing" and "from maintenance hole". Reference Note 2 will now just say - Category 5e cross connecting 110 blocks.

20 Electrical General

Service entrance equipment and components and power one line diagram are strictly diagrammatic. Transformers, ducts, Main Distribution and other panels shown in the electrical room and behind in mechanical room have been altered, replaced, moved, and must be verified during demolition and prior to construction.

21 Electrical General

Note that equipment and components in electrical and other disciplines are generally diagrammatic and/or placeholders. New equipment selected by the contractor may be a different make and model than shown on these drawings. Contractor to provide code compliant and correct circuit protection, wiring and conduit necessary for the actual installed equipment. Equipment and components to be reused to be verified during demolition and prior to construction (General note 3 E003, note 6 on ED101, 102). Contractor is responsible for coordination between disciplines. E.g. boilers, air handlers, pumps, etc. General note 8 E003.

22 Electrical E002

The plans currently indicate the building is served by 3 75 KVA pole mounted transformers. Update drawings to show that the building is served by transformer 00574 that is 300 KVA. Update electrical drawings accordingly.

23 Electrical E003

SCOPE INTENT – Revise and add: Provide complete and operable 400HZ system from MDP breaker to RCCU outlets. Some existing components, after evaluated to be compatible with contractor provided new system components, may be determined acceptable for reuse.

Components shown on the drawings are diagrammatic and may not be of the type or location indicated. See general notes 3 and 8 sheet E003, General Note 6 on ED drawings, general note 2 sheet E602. All work to conform to the NEC and manufacturers recommendations. Pay special attention to General note 3 and Feeder Schedule notes on sheet E601, Project and General Notes on sheet E003.

24 Electrical E003

SCOPE INTENT - Revise and add: Contractor to provide a complete code compliant service entrance- Transformer through main distribution panel, including ducts, conduit, and wiring. Some existing equipment may be adequate to the building remodel, contractor to verify existing equipment prior/or during demolition and prior to construction (per notes on electrical drawings). Size, location, etc. which may be different from that shown on power drawings to be determined by the contractor as necessary for code compliance.

25 Electrical E004

Update drawings and page 13 of the electrical specifications regarding receptacle height requirements. Change to the following: For the Hangar bay use the bottom of the electrical boxes as the height -48". Shops & labs mount at 48". If this is not possible then mount as close to 48" as possible while checking for interference with racks, cabinets etc. prior to installation. Telephone and Data use 24" to the bottom of the box. Use 18" to the bottom of the box in all non-hazardous areas of the offices and corridors.

26 Electrical E201 Verify existing antennas and determine required mounting, power, and connection with user. Include grounding bus connected to electrical service.

27 Electrical E301/E302 Determine whether the antenna locations were calculated with a 100 ft sphere rolling radius. If not then revise design for antenna placement.

28 Electrical E301/E302

Note #4, NFPA and UL 96A prefer Aluminum conductors on the roof under specific conditions. If compliant with NFPA 780 and UL 96A, roof conductors may be Aluminum under this contract, provided that feature is part of the lightning protection engineer design. All other conductors shall be copper.

29 Electrical E401

The current MDP design does not permit reasonable egress if the electrical gear has trouble. Move the MDP from Room 119 to the west wall of Room 120. Extend the conduit and circuits through a pull box in Room 119 to the top of the MDP in Room 120. Update drawings accordingly.

30 Electrical E502 Detail #2: Specify that the ground wells are to be heavy duty traffic rated wells.

31 Electrical E502 Detail #6: Remove augur requirement. Rod shall be driven t required depth.

32 Electrical E502 Detail #8, install schedule 80 PVC instead of schedule 40 PVC.

33 Electrical E502 Detail #7, it shall be 95% compacted.

34 Electrical E601 The secondary conductors to the service gear shall be replaced to meet the new service rating.

35 Electrical E601 Install #2 for feeder "100C4" instead of #3.

36 Electrical E601 On the current feeder schedule there are only 100% neutral conductors but all panels are indicated 200% neutral. Clarify this note.

37 Electrical E602 Delete Diagram #1. Configuration to be determined by contractor when providing and installing the complete and operable 400Hz system.

Electrical/

Specs M605/specs

The "Utilities Metering" section needs to be updated. Use Detail A5 from Attachment #1 to ensure the system is JBLM compliant.

Fire Protection

General

Add fire protection requirement: Install a secure key box on the left or right side of the main entrance of the administrative part of the facility.

Coordination shall be conducted with the JBLM Fire Department to determine the security features required for this key box.

40 Mechanical General

Current design for infrared heating system in Hangar Bay is not adequate. Redesign infrared heating system. Outdoor design temperature shall be 24F (dry bulb), indoor design temperature shall be 60F (dry bulb). System sizing shall include load for cold aircrafts brought into hangar, with 2-hour recovery time. Design shall comply with UFC 3- 410-01.

41 Mechanical General

Add to relevant drawings the small crane in room "SHOP 101" (actual label within Hangar is Rm 110). The presence of the crane may require contractor to slightly reroute ductwork or other trades. Likely a minor impact but may require additional labor on the part of the installer.

42 Mechanical General Update boiler heating system to ensure that any portion exposed to freezing temperatures have glycol placed in it.

43 Mechanical General

HVAC Emergency Stop locations have not been indicated on the mechanical drawings. Add Emergency Stop locations. The Emergency Stop buttons need to be located where all occupants have access.

Suggestion would be to place at least one for each floor and on both support sides.

44 Mechanical MH102

Note #9: Note is about backdraft dampers. If both backdraft and motorized low leakage dampers are desired then this note needs to be clarified that both are required and that no perceived conflict was found.

It is the contractor's responsibility to determine if a conflict would exist.

45 Mechanical M601

Revise to include Low Leakage Dampers: UFC 4-010-01, B-4.3 & Subparagraphs Standard 18 is required when HVAC systems are being replaced or upgraded. DPW requires the minimum of OSA, relief air, and exhaust openings to have low leakage dampers (leakage rate 3 cfm/sq. ft. with differential pressure 1'' WG) that are automatically closed (motorized) when the Emergency Air Distribution Shutoff is activated. Revise sheet M601 Equipment Fan Schedule, M606 EF-1 and EF-2 and M607 EF-4 Exhaust Sequence.

46 Mechanical M602

M602 pump schedule specifies a specific model and size for boiler pump. Remove sizing information for boiler pump, and just state that boiler pump is to be provided and sized based on boiler manufacturer recommendation.

47 Mechanical M605

Water Heater & Circulation Pump: JBLM requires water temperature in the tank, in the plumbing line downstream of the tank being supplied to the mixing valve, and the temperature downstream of the mixing valve.

Revise drawing to include this requirement.

48 Mechanical M606

Ensure piping and controls with temperature sensors (boiler and DDC) are provided to ensure the temperatures to be maintained are controlled and monitored through the DDC system. Detail on M606 is lacking for maintaining the required temperatures in the storage tanks.

49 Plumbing P502 Hot water system shown does not indicate required check valves. Add notes per Attachment #3 (red-lined P502 drawing)

50 Plumbing P601

Add a note to compressed air system schedule on sheet P601. Provide outside air makeup intake into mechanical room to provide airflow for AC-1 inlet. Air intake shall comply with UFC 4-010-01, NFPA, and other applicable building codes. Include rain hood and bird screen."

51 Plumbing PD001 Flag Note #3 is not shown on the legend and should be replaced with Flag Note #2 on the plan

Plumbing/ Mechanical

P401 /

MH301

Edit note 2, line one. Delete from first sentence "…AND NEMA 4

FULL VOLTAGE STARTER…"

Plumbing /

Specs

P001, P601 / 08 33 23

2.1

Correct this spec section to specify manual operated faucets per sheet P- 601 Fixture Schedule.

54 Structural S001 Revise Sheet S001, Blast Design Load Schedule Table to add the following text to Note 1: "Hangar bay doors are not required to meet ATFP blast loading criteria."

55 Structural S001 Update Note #2: Bolted connections at the roof hatch are not required to be slip critical.

56 Structural S211

In addition to the HSS ATFP members shown on the structural plan and elevation drawings, provide vertical HSS window jambs for each ATFP window on the south elevation. Connection to be typical vertical to horizontal HSS connection.

57 Structural S522 See Attachment #5 for details to be updated. Provide countersunk bolts as necessary to connect HSS members to door frames. Tensile strength to be equal or greater than A-325 bolts.

58 Specs 09 29 00

2.1.3 Revise specification to use a TYVEK type material for the weather resistive barrier.

59 Specs 09 90 00 Add paint specification paragraph 1.3.1 to this spec section.

60 Specs 01 91 00.15 Add Total Building Commissioning specification 01 91 00.15

61 Specs 02 82 14.00

Update this specification section using the JBLM Design Standards located at http://www.lewis-mcchord.army.mil/designstandards/index1.htm.

62 Specs 02 82 14.00 10 (1.4.2)

Update section 1.4.2 (Unexpected Discovery of Asbestos) to include a numeric for example "10 each" samples.

63 Specs 02 82 14.00 10 (1.8.3)

Update section 1.8.3 (Warning Signs and Tape) to the updated language from UFGS updated 1 June 2016

64 Specs 26 27 13.10

Update the Electric Meters spec to comply with current JBLM standards as seen in Attachment #2.

(1) The drawings shall be updated to comply with the most recent codes and regulations.

(2) Specifications:

(a) Current division 1 specifications will be provided.

(b) The specifications shall be updated to include the most recent JBLM, state, and federal specifications and codes. As of August 2016 the UFCs are the DOD building code and take precedence over and prescribe how national, state, and local codes and standards are used.

All DOD work must comply with the UFCs.

(c) Provide complete edited specifications for all items. Technical specifications shall be complete and fully coordinated with the drawings. All specification indexes shall be completely edited to reflect the paragraphs retained in the body of the specification. All references that have not been used in the body of the specification shall be edited from the technical specification.

(3) Develop a Final Design submittal for review by the U.S. Army Corps of Engineers (USACE) and Public Works (PW). Final submittal shall be developed to meet the objectives of and under the general guidance outlined in chapter 7 of Volume 1, A-E Guide, Government Furnished Material (GFM), paragraph and as prescribed in Specific Requirements, paragraph, supplemented by the concept review comments.

1.4.2. Base Construction Deliverable (CVA000112J)

1.4.2.1. Base Item CLIN 0002. Building 3041 Renovation. Repair.

a. Complete all repair work as detailed in the revised drawings.

b. The principle items to be accomplished include: Replacing the exterior siding, insulation and steel girts with new framing, sheathing, insulation and metal siding assembly. Replace existing roof covering and insulation to structural deck. Replace main hangar bay rolling doors. Replace interior electrical distribution system. Install 400HZ system and electrical service entrance.

Replace lighting system. Replace interior telecommunications distribution system. Replace wet pipe fire suppression system in administrative areas and shops. Replace HVAC system and plumbing fixtures. Replace exterior windows. Repair building lightning protection system, including a ground loop counterpoise system. Replace existing floor, wall, ceiling, doors, and interior finishes. Relocate compressed air and power outlets in hangar bay. Work will include abatement of asbestos and lead based products.

1.4.2.2. Base Item CLIN 0003. Select Telecommunication Items. Equipment.

a. Install communications cabling as shown on the drawings.

b. Install telephone cabinet, backboard and rack enclosures.

1.4.2.3. Option Item CLIN 0004. Perform Incidental Design Services. Fire Alarm and Fire Suppression System.

a. Design Fire Alarm System

(1) Design a new fire alarm system. Design and installation shall comply with Specification section 28 31 76, UFC 4-021-01, UFC 3-600-01, NFPA 70, and NFPA 72. Perform acoustical design using appropriate modeling software and the services of an acoustical design engineer as necessary to maximize MNS intelligibility of the system in the hangar bay without installing acoustical treatments. Note that in cavernous areas section of UFC 4-021-01 the area does not have to meet the 0.8 CIS but does have a minimum of 0.6 CIS for any location in the cavernous area. Rounding up to 0.6 CIS is allowed. In developing the design for the fire alarm system coordination shall be done with Cecil Ramsey (DPW Life Safety Program Manager) at 253-966-1736.

(2) Design analysis shall include all references uses and should give the basis, specific goals, objectives and priorities for the system. Identify, explain and document use of design criteria and how the design meets goals, objectives and priorities.

(3) The new fire alarm system will require mass notification. No acoustical treatment shall be designed. Design shall seek best performance possible given the current open bay.

(4) Fire Alarm System Design shall be stamped by a certified Fire Protection Engineer.

b. Design High Expansion Foam Fire Suppression System for the Hangar Bay

(1) Design a new High Expansion Foam Fire Suppression System for the Hangar Bay. Design and installation shall comply with Specification section 21 13 20.00 20, UFC 4-021-01, UFC 3- 600-01, UFC 4-211-01, NFPA 70, and NFPA 72. In developing the design for this system coordination shall be done with Cecil Ramsey (DPW Life Safety Program Manager) at 253- 966-1736.

(2) Design shall include the commissioning requirement for this system.

(3) Reference Attachment #4: Engineering and Construction Bulletin - Changes to Reduce False Activations of High Expansion Foam Systems in Army Hangars.

(4) Fire Suppression System shall be stamped by a certified Fire Protection Engineer.

1.4.2.4. Option Item CLIN 0005. Fire Alarm and Fire Suppression System. Repair.

a. Install Fire Alarm System per approved design.

b. Install Wet Fire Suppression System per approved design.

1.4.2.5. Option Item CLIN 0006. Direct Digital Control (DDC) System. Repair.

a. Install complete DDC system as shown per drawings.

1.5. Fast Track Design-Build Procedures

1.5.1. The Contractor may elect to fast track the design and construction that is, proceed with construction parts of the site work and facilities prior to completion of the overall design. To facilitate fast tracking, the contractor may elect to divide the design into no more than five (5) design packages per major facility system and no more than three (3) design packages for site and associated work.

The contractor shall designate how it will package the design, consistent with its plan for permitting (where applicable) and construction of the project. See Section 01 33 00 SUBMITTAL PROCEDURES and 01 32 01.00 10 PROJECT SCHEDULE for requirements for identifying and scheduling the design packaging plan in the submittal register and project schedule. See also Section 01 11 00 STATEMENT OF WORK and 01 57 20.00 10 ENVIRONMENTAL PROTECTION for any specified permit requirements. If early procurement of long-lead item construction materials or installed equipment, prior to completion of the associated design package, is necessary to facilitate the project schedule, the contractor shall also identify those long-lead items and how it will assure design integrity of the associated design package to meet the contract requirements. Once the Government is satisfied that the long-lead items meet the contract requirements, the Contracting Officer will allow the Contractor to procure the items at his own risk.

1.5.2. Site / Utilities: To facilitate fast-track design-construction activities, the contractor may submit a final (100%) site and utility design as the first design submittal or it may elect to submit interim and final site and utility design submittals as explained below. Following review, resolution, and incorporation of all Government comments, and submittal of a satisfactory set of site/utility design documents, after completing all other pre-construction requirements in this contract and after the pre-construction meeting, the Government will allow the Contractor to proceed with site development activities, including demolition where applicable, within the parameters set forth in the accepted design submittal. For the first site and utility design submission, whether an interim or final, the submittal review, comment, and resolution times from this specification apply, except that the Contractor shall allow the Government a 14 calendar day review period, exclusive of mailing time (if applicable). No on-site construction activities shall begin prior to written Government clearance to proceed.

1.5.3. Interim Design Submittals: The Contractor may submit either a single interim design for review, representing a complete package with all design disciplines, or split the interim design into smaller, individual design packages as it deems necessary for fast-track construction purposes. As required in Section 01 32 01.00 10 PROJECT SCHEDULE, the Contractor shall schedule its design and construction packaging plan to meet the contract completion period. This submission is the Government's primary opportunity to review the design for conformance to the solicitation and to the accepted contract proposal and to the Building Codes at a point where required revisions may still be made, while minimizing lost design effort to keep the design on track with the contract requirements. The requirements for the interim design review submittals and review conferences are described hereinafter. This is not necessarily a hold point for the design process; the Contractor may designate the interim design submittal(s) as a snapshot and proceed with design development at its own risk. See below for a waiver, where the parties establish an effective over-the-shoulder progress review procedure through the partnering process that would eliminate the need for or expedite a formal intermediate design review on one or more individual design packages

1.5.4. Over-The-Shoulder Progress Reviews: To facilitate a streamlined design-build process, the

Government and the Contractor may agree to one-on-one reviewer or small group reviews, electronically, on-line (if available within the Contractor's standard design practices) or at other agreed location, when practicable to the parties. The Government and Contractor will coordinate such reviews to minimize or eliminate disruptions to the design process. Any data required for these reviews shall normally be provided in electronic format, rather than in hard copy. If the Government and Contractor establish and implement an effective, mutually agreeable partnering procedure for regular (e.g. weekly) over-the-shoulder review procedures that allow the Government reviewers the opportunity to keep fully informed of the progress, contents, design intent, design documentation, etc. of the design package, the Government will agree to waive or to expedite the formal intermediate design review period for that package. The Contractor shall still be required to submit the required intermediate design documentation, however the parties may agree on how that material will be provided, in lieu of a formal consolidated submission of the package. It should be noted that Government funding is extremely limited for non-local travel by design reviewers, so the maximum use of virtual teaming methods must be used. Some possible examples include electronic file sharing, interactive software with online or telephonic conferencing, tele-video conferencing, etc. The Government must still perform its Code and Contract conformance reviews, so the Contractor is encouraged to partner with the reviewers to find ways to facilitate this process and to facilitate meeting or bettering the design-build schedule. The Contractor shall maintain a fully functional configuration management system as described herein to track design revisions, regardless of whether or not there is a need for a formal intermediate design review. The formal intermediate review procedures shall form the contractual basis for the official schedule, in the event that the partnering process determines that the formal intermediate review process to be best suited for efficient project execution. However, the Government pledges to support and promote the partnering process to work with the Contractor to find ways to better the design schedule.

1.5.5. Final Design Submissions: This submittal is required for each design package prior to Government acceptance of that design package for construction. The requirements for the final design submittal review conferences and the Government's acceptance for start of construction are described hereinafter.

1.5.6. Design Complete Submittals: After the final design submission and review conference for a design package, the Contractor shall revise the design package to incorporate the comments generated and resolved in the final review conferences, perform and document a back check review and submit the final, design complete documents, which shall represent released for construction documents

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Contract within ten (10) business days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 550 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.1.2. Contractor shall not be authorized to begin field work prior to completion and approval of design phase. After the 95% submittal is complete the government will be given three weeks to review the drawings and specifications. Following this review there will be a review meeting between the government and contractor to discuss any questions and problems with the design. Following the meeting the contractor will submit a final design. Once the government approves these plans and specifications the contractor will be authorized to start construction. The contractor is authorized to submit 100% designs by discipline. As each discipline is approved the contractor is able to move forward with the construction phase of that discipline.

2.1.3. Specific construction start dates on each discipline will need to be coordinated with the Contracting Officer Representative since the building occupants will not be able to vacate the building until 1 October November 2017.

2.2. Award of Options

2.2.1. Exercise of Option Item(s): The Government may exercise any of the Option Item(s), or none at all, but any Option Item(s) will be exercised not later than one hundred and eighty (180) calendar days after the date of issuance of the NTP for the Base Item(s). The Government may exercise Option Item(s) on different dates during this time period.

2.2.2. Duration of Option Items: For any Option Items exercised prior to the issuance of Notice to Proceed for the Base Item(s), the total duration of this Contract stated in Subparagraph 2.1.1, above, including base and option item(s) shall not be extended, and all Option Items exercised during that time period shall be completed within the time stated in Subparagraph 2.1.1, above. If any Option Items are exercised after the date of issuance of NTP for the Base Item(s), the time for completion of those Option Items shall be the same as the base items.

2.3. Construction Phasing Requirements

2.3.1. A detailed scheduling plan will need to be developed by the contractor that accommodates the user to provide minimal impact to operations.

2.3.2. Work inside hangar can be performed without interruption due to airfield activities, except during airfield closures, such as Federal holidays. Work outside the hangar may be subject to occasional ‘quiet hours’ during ceremonies. The contractor shall maintain sufficient coordination with the COR and Airfield Operations to adjust the work schedule as necessary to accommodate quiet hours.

2.4. Liquidated Damages

2.4.1. If the contractor fails to complete the work within the time period specified above, liquidated damages in the amount of $1,002.00 per calendar day will be assessed.

2.5. Reserved

3. DRAWINGS

3.1. Contract Drawings

3.1.1. The drawings provided are listed below.

G001 COVER SHEET

G002 SHEET INDEX

G003 SITE ACCESS PLAN

HM101 DRAWING NOTES, TABLES AND LEGEND

HM102 FIRST FLOOR ABATEMENT PLAN

HM103 SECOND FLOOR ABATEMENT PLAN

C101 PAVEMENT RESTORATION PLAN

S001 STRUCTURAL NOTES - SHEET 1

S002 STRUCTURAL NOTES - SHEET 2

S003 SCHEDULES & ABBREVIATIONS

S101 FOUNDATION PLAN

S102 SECOND FLOOR FRAMING PLAN

S103 SOUTH ROOF FRAMING PLAN

S201 BUILDING ELEVATIONS

S211 ENLARGED ELEVATIONS

S301 WALL SECTIONS

S501 TYPICAL DETAILS

S521 ATFP FRAMING DETAILS - SHEET 1

S522 ATFP FRAMING DETAILS - SHEET 2

S531 METAL STUD FRAMING DETAILS - SHEET 1

S532 METAL STUD FRAMING DETAILS - SHEET 2

A001 GENERAL NOTES

A002 BUILDING ASSEMBLY LEGEND

A011 CODE ANALYSIS / LIFE SAFETY PLANS

AD101 DEMOLITION FLOOR PLANS

AD111 DEMOLITION - PARTIAL FIRST FLOOR PLANS

AD112 DEMOLITION - PARTIAL SECOND FLOOR PLANS

AD121 DEMOLITION ROOF PLAN

AD131 DEMOLITION REFLECTED CEILING PLANS

AD201 DEMOLITION EXTERIOR ELEVATIONS

AD202 DEMOLITION EXTERIOR ELEVATIONS

AD321 DEMOLITION WALL SECTIONS

A101 FIRST AND SECOND FLOOR PLANS

A111 PARTIAL FIRST FLOOR PLANS

A112 PARTIAL SECOND FLOOR PLANS

A121 ROOF PLAN

A131 REFLECTED CEILING PLANS

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A303 BUILDING SECTION

A321 WALL SECTIONS

A401 ENLARGED FLOOR PLANS

A511 EXTERIOR DETAILS

A512 EXTERIOR DETAILS

A513 EXTERIOR DETAILS

A521 ROOF DETAILS

A522 ROOF DETAILS

A531 INTERIOR DETAILS

A561 DOOR DETAILS

A562 HANGAR DOOR

A563 HANGAR DOOR DETAILS

A564 HANGAR DOOR DETAILS

A565 HANGAR DOOR PHOTOS

A566 WNDOW DETAILS

A567 WINDOW AND LOUVER DETAILS

A601 DOOR SCHEDULE

A602 WINDOW / LOUVER TYPES

A603 ROOM FINISH SCHEDULE

A604 SIGNAGE SCHEDULE/DETAILS

A605 SIGNAGE DETAILS

A606 SIGNAGE DETAILS

A901 PHOTOS

A902 PHOTOS

A903 PHOTOS

A904 PHOTOS

FX001 FIRE PROTECTION DESIGN CRITERIA, FLOW

TEST AND LEGEND

FX002 FIRE PROTECTION FLOOR PLAN NOTES

FX003 FIRE PROTECTION RISER NOTES AND

EQUIPMENT LIST

FX004 FIRE PROTECTION DELUGE SYSTEM

MAINTENANCE LIST

FX101 FIRE PROTECTION ENLARGED RISER PLANS AND

ELEVATIONS

FX102 FIRE PROTECTION ENLARGED RISER PLANS AND

ELEVATIONS

FX401 FIRE PROTECTION PARTIAL FIRST FLOOR PLAN -

NORTH

FX402 FIRE PROTECTION PARTIAL FIRST FLOOR PLAN -

SOUTH

FX403 FIRE PROTECTION PARTIAL SECOND FLOOR

PLAN - NORTH

FX404 FIRE PROTECTION PARTIAL SECOND FLOOR

PLAN – SOUTH

P001 GENERAL NOTES, LEGEND & ABBREVIATIONS

PD001 FOUNDATION PLUMBING DEMOLITION PLAN -

HANGAR BAY

PD002 FOUNDATION PLUMBING DEMOLITION PLAN -

NORTH & SOUTH SUPPORT

PD101 HANGAR BAY PLUMBING DEMOLITION PLAN

PD102 FIRST FLOOR PLUMBING DEMOLITION PLAN -

NORTH & SOUTH SUPPORT

PD201 SECOND FLOOR PLUMBING DEMOLITION PLAN -

NORTH & SOUTH SUPPORT

PL001 FOUNDATION PLUMBING PLAN - HANGAR BAY

PL002 FOUNDATION PLUMBING PLAN - NORTH & SOUTH

SUPPORT

PL101 HANGAR BAY PLUMBING PLAN

PL102 FIRST FLOOR PLUMBING PLAN - NORTH & SOUTH

SUPPORT

PL201 SECOND FLOOR PLUMBING PLAN - NORTH &

SOUTH SUPPORT

P401 SECTIONS & ENLARGED PLANS

P402 SECTIONS & ENLARGED PLANS

P501 DETAILS

P502 DETAILS

P601 PLUMBING SCHEDULES

P602 RISER DIAGRAMS

M001 GENERAL NOTES, LEGEND & ABBREVIATIONS

MD101 HANGAR BAY HVAC DEMOLITION PLAN

MD102 FIRST FLOOR HVAC DEMOLITION PLAN - NORTH

& SOUTH SUPPORT

MD201 SECOND FLOOR HVAC DEMOLITION PLAN -

NORTH & SOUTH SUPPORT

MD301 ROOF HVAC DEMOLITION PLAN

MH101 HANGAR BAY HVAC PLAN

MH102 FIRST FLOOR HVAC PLAN - NORTH & SOUTH

SUPPORT

MH201 SECOND FLOOR HVAC PLAN - NORTH & SOUTH

SUPPORT

MH301 ROOF HVAC PLAN

MP101 HANGAR BAY PIPING PLAN

MP102 FIRST FLOOR PIPING PLAN - NORTH & SOUTH

SUPPORT

MP201 SECOND FLOOR PIPING PLAN - NORTH & SOUTH

SUPPORT

M401 SECTIONS & ENLARGED PLANS

M501 DETAILS

M502 DETAILS

M601 HVAC SCHEDULES

M602 HVAC SCHEDULES

M603 DIAGRAMS

M604 CONTROL SEQUENCE OF OPERATIONS

M605 CONTROL SEQUENCE OF OPERATIONS

M606 CONTROL SEQUENCE OF OPERATIONS

M607 CONTROL SEQUENCE OF OPERATIONS

E001 SYMBOLS AND ABBREVIATIONS

E002 EXISTING SITE PLAN

E003 GENERAL NOTES

E004 HAZARDOUS AREA CLASSIFICATION PLAN

ED101 FIRST FLOOR DEMOLITION PLAN

ED102 FIRST FLOOR DEMOLITION PLAN

ED103 SECOND FLOOR DEMOLITION PLAN

ED104 SECOND FLOOR DEMOLITION PLAN

E101 FIRST FLOOR LIGHTING PLAN

E102 FIRST FLOOR LIGHTING PLAN

E103 SECOND FLOOR LIGHTING PLANS

E104 SECOND FLOOR LIGHTING PLANS

E201 FIRST FLOOR POWER PLAN

E202 FIRST FLOOR POWER PLAN

E203 SECOND FLOOR POWER PLAN

E204 SECOND FLOOR POWER PLAN

E205 ROOF POWER PLAN

E206 ROOF POWER PLAN

E211 FIRST FLOOR MECHANICAL PLAN

E212 FIRST FLOOR MECHANICAL PLAN

E213 SECOND FLOOR MECHANICAL PLAN

E214 SECOND FLOOR MECHANICAL PLAN

E301 LIGHTNING PROTECTION SYSTEM

E302 LIGHTNING PROTECTION SYSTEM

E401 ENLARGED PLANS

E501 CONTROL DIAGRAMS AND SCHEDULES

E502 TYPICAL DETAILS

E503 TYPICAL DETAILS

E504 TYPICAL DETAILS

E601 SYSTEM ONE-LINE DIAGRAM AND LOAD CALCS

E602 SYSTEM ONE-LINE DIAGRAM AND LOAD CALCS

E603 PANEL SCHEDULES

E604 PANEL SCHEDULES

E605 PANEL SCHEDULES

E606 PANEL SCHEDULES

T0-001 SYMBOLS, ABBREVIATIONS AND GENERAL

NOTES

T2-101 FIRST FLOOR TELECOM PLAN

T2-102 FIRST FLOOR TELECOM PLAN

T2-201 SECOND FLOOR TELECOM PLAN

T2-202 SECOND FLOOR TELECOM PLAN

T3-001 ELEVATIONS AND DETAILS

T3-002 TELECOM TYPICAL DETAILS

T4-001 TELECOMMUNICATIONS RISER DIAGRAMS

T4-002 TELECOMMUNICATIONS GROUNDING AND

BONDING

3.1.2. Dimensions and utility locations are approximate and must be verified in the field.

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent edition, at time of solicitation, of all pertinent Local, State, and Federal building and life/health/safety codes, to include the following:

a. Applicable Unified Facilities Criteria (UFC)

b. UFC 1-200-01: General Building Requirements

c. UFC 1-200-02: High Performance and Sustainable Building Requirements

d. UFC 3-410-01 https://www.wbdg.org/FFC/DOD/UFC/ufc_3_410_01_2013_c3.pdf

e. ASA IE&E SDD policy http://www.asaie.army.mil/Public/IE/doc/ASA(IEE)‐SDD‐policy‐update‐ (16‐Dec‐2013).pdf.

f. UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations

g. EM 385-1-1 (http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

h. National Electric Code

i. National Fire Protection Association (NFPA) Codes

j. Telecommunication Industry Association/Electrical Industry Association Wiring Standards (Building Telecommunication Wiring Standards)

k. Army Installation Information Infrastructure Architecture Policy (I3A)

l. USACE Energy and Water Conservation Design Guide (http://www.wbdg.org/references/pa_dod_energy.php)

m. JBLM Design Standard specifications (http://www.lewis-mcchord.army.mil/designstandards/)

n. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and Reporting (Available through government Project Manager)

4.2. Specifications

4.2.1. Division 02 through 28 will be provided dated 8/16/2013. Updated JBLM specifications will be provided for Division 00 and 01. Specifications must be updated as previously noted. Below is the table of contents for the specifications that will be provided.

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.30 41 STATEMENT OF WORK, BLDG 3041

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 14 SPECIAL PROJECT PROCEDURES - AIR BARRIER SYSTEMS

01 35 26 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS

CONTAINING PCBs AND MERCURY

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 34 16.30 HANGAR DOOR REPAIRS

08 51 13 ALUMINUM WINDOWS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 07 19.00 40 PLUMBING PIPING INSULATION

22 15 09.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS CLEANING

PROCEDURES

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW

PRESSURE

22 15 19.19 20 NONLUBRICATED ROTARY SCREW AIR COMPRESSORS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL

BUILDING SYSTEMS

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL

SYSTEMS

23 31 13.00 40 METAL DUCTS

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000

BTU/HR OUTPUT)

23 82 00.00 20 TERMINAL HEATING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 82 19.00 40 FAN COIL UNITS

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 41 01.00 10 LIGHTNING PROTECTION SYSTEM

26 51 00…