2 - FA3047-12-B-0010 - Atch 1 - Statement of Work

802 CONS/LGCA FA3047-12-B-0010

Lackland AFB, TX MPLS 11-0114

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 1 of 38

DESIGN-BUILD

REVISED STATEMENT OF WORK

REPAIR/RENOVATE 3rd FLOOR BLDG 9225, JIEDDO

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 2 of 38

DESIGN-BUILD

REVISED STATEMENT OF WORK

FOR

REPAIR/RENOVATE 3

rd

FLOOR BLDG 9225, JIEDDO

LACKLAND AFB, TX

MPLS 11-0114

1. GENERAL DESCRIPTION

The Contractor shall provide a complete design analysis (60% and 100% design submittals) under this design-build contract to repair / renovate the 3 rd floor rooms

315/316/317/318/319/320/321/322/323 to include replace light fixtures, replace carpet, furr out room walls and provide finishes, upgrade HVAC, replace hallway finishes feeding into these

Rooms, install communication line drops (NIPRNET/SIPRNET) and renovate two bathrooms

363/365; as required by this Statement of Work (SOW) to include: itemized cost estimates, equipment selection, investigations and testing as required, design/load calculations, studies, referenced design instructions, 100% design/shop drawings stamped/sealed by the Contractor‟s engineer of record as required for construction, for all engineering disciplines.

Upon award of contract, the Contractor shall re-evaluate the 100% Design & Specifications

(B9225) Appendix C provided by the Government for value engineering purposes. The

Contractor shall provide a demolition plan, 60% and 100% edited specifications IAW Section 9 of this SOW (Schedule of Deliverables) for review and approval by the Government; the

Contractor shall provide in writing to the Government any/all deviations from the existing design in Appendix C that will be applied to the new design for this project.

Upon approval of the final 100% stamped/sealed design, the Government shall issue a construction Notice to Proceed (NTP) to the Contractor. The Contractor shall provide final as-built drawings NLT than 10 calendar days following the Final Inspection, as described in Section

9 of this SOW, titled Schedule of Deliverables. The Contractor shall coordinate with the base for all utility outages, as required. The proposed construction requirements in Section 3 may be re-evaluated by the Contractor for value engineering purposes with written 802 CES approval.

All work shall be accomplished in accordance with all applicable DoD design criteria including those that may have become applicable subsequent to the completion of the Tetra Tech design in

Appendix C, OSHA requirements, applicable standards of the National Fire Protection

Association (NFPA), Air Force regulations, equipment specifications, handicap accessibility requirements, life safety codes, fire safety codes and local, state, federal standards/regulations, in addition to Lackland Air Force Base (LAFB) criteria in order to perform the services covered by this SOW in accordance with them. All materials and components removed under this contract shall become the property of the Contractor for proper disposal.

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 3 of 38

2. BACKGROUND

This facility is approximately 115,000 SF. It was originally constructed in 1961 as a Technical

Training Headquarters building. The facility is outdated and inadequate to meet current standards for administrative function. The current conditions include but are not limited to broken ceiling tiles, HVAC not working properly, carpet is worn and stained. Currently Rooms are being used as storage for used furniture. This project will repair/renovate these spaces to provide JEIDDO offices for the relocation of 50 personnel from building 954. In addition, this project will provide JIEDDO Commander (O6), Deputy and Flight chief necessary official spaces to conduct Joint IED research program.

3. CONSTRUCTION REQUIREMENTS

The following is a summary of the scope of work. The design analysis shall consist of, but not be limited to mechanical, electrical, architectural and communications. All work shall be in conformance with the approved design drawings, specifications and design criteria listed in sections 1 and 5 of this SOW, including the furnishing of all materials, labor, plant, tools, equipment, and services necessary and incidental thereto. The Contractor shall provide a demolition plan to be reviewed/approved by the Government prior to any demolition work to begin.

The scope of work shall include, but is not limited to the following:

BASE BID

Hallway

a) Contractor shall replace 6 (each) hallway double doors (6x7) at Rooms 315-320;

doors shall be secure type to meet EMSEC requirements for SIPRNET and with cipher locks; no peep holes/windows

b) Contractor shall replace 2 (each) hallway single doors (3x7) at Rooms 321 and

323; doors shall be secure type to meet EMSEC requirements for SIPRNET and with cipher locks; no peep holes/windows

c) Contractor shall purchase and install new carpet tile and all associated padding/layers underneath carpet, throughout hallway/corridors within the highlighted areas (except Bathrooms 363 and 365) shown in Appendix F; 2792 SF

d) Contractor shall install 1 floor threshold at corridor 301 and a floor threshold at each of 4 doors in Corridor 302 that feed stairways #2 and #3; see Appendix F

e) Contractor shall install cove base in hallway within highlighted area shown in

Appendix F; 554 LF

f) Contractor shall prep/primer/paint all walls; 4434 SF

g) Contractor shall replace 3 exit sign fixture;

h) Contractor shall leave all door bells in place for reuse;

i) Contractor shall replace all lighting in hallway within highlighted area shown in

Appendix F; new lighting shall be recessed type; 23 (2x4) fluorescent light fixtures

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 4 of 38

j) Contractor shall replace all acoustical drop down ceiling and grid system in hallway (8 ft ceilings) within highlighted area shown in Appendix F; 2792 SF

k) Contractor shall install Room signage for all Rooms as per design criteria in

Section 5 of this SOW

l) Contractor shall re-finish/re-use existing fire extinguishers and cabinets to remain in place;

Men‟s Restroom 365

m) Contractor shall demo/replace/relocate all plumbing fixtures and associated piping, which includes 4 (each) water closets, 4 (each) urinals, 5 (each) wall mounted sinks; sink fixtures shall be MOEN or equivalent

n) Contractor shall relocate towel dispensers (if necessary) but shall remain for reuse;

o) Contractor shall relocate soap dispensers (if necessary) but shall remain for reuse;

p) Contractor shall relocate mirrors (if necessary) but shall remain for reuse;

q) Contractor shall demolish/replace water closet compartment partitions (264 SF) to accommodate space for the new construction of 1 new pre-fabricated shower unit

(48-inch size) with all associated plumbing, piping, mixing valve and tie-in to existing drain; this may require reduction of water closets and wall urinals; see

Appendix F for existing layout

r) The Contractor shall construct built up shower wall separator (approximately 64

SF), shower pan and curb, complete with finishes on all surfaces. Finishes shall consist of ceramic tile on a thin-set grouting bed, on concrete mortar with shower pan liner underneath. Size of ceramic tile shall match floor tile size. The

Contractor shall install a sloped concrete topping at shower pan to ensure sufficient drainage. Contractor shall show shower framing concrete topping slope in shop drawings for Government approval, prior to any work to begin. Shower pan liner shall be installed as one single piece and raise up to 8 inches from the floor for each of the (3) surrounding walls and constructed of heavy duty 40-mil gray PVC, approved by UPC, BOCA, and SBCCI; meets specification ASTM D

4551-86, or similar to and/or equal product. The shower pan liner shall also be installed to go completely over the shower curb to prevent any leakage. The shower curb assembly shall consist of the following: metal studs anchored to existing sub-straight with cementitious tile backer-board surround, topped with a thin-set setting bed and ceramic tile. Shower curb edges shall have a bull-nose edge. The Contractor shall install prefabricated shower as per manufacturer instructions / shop drawings to include strainer and adjustable drain barrel as part of shower pan assembly.

s) The Contractor shall perform TWO tests of shower pan for proper drainage and ensure there is no leakage. First test shall be performed right after the shower pan has been completely installed and is at its highest water resistant level, with screen/strainer; NO finishes yet. Government will require Contractor and

Government inspector to sign off on first test of shower pan. If leaks are detected, Contractor shall repair leaks at no additional cost to the Government. Once the

Government has received test documentation indicating that no leaks have been

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 5 of 38 detected, Contractor shall proceed to complete installation of finishes. Second test shall be performed for each shower unitpan, once finishes have been completely installed. If leaks are detected, Contractor shall repair leaks and re-finish surfaces at no additional cost to the Government. Government will require Contractor and

Government inspector to sign off on second test of shower pan.

t) Contractor shall replace all lighting with recessed type lighting;

u) Contractor shall demo/purchase/install new exhaust fan to accommodate newly added shower unit; the existing exhaust will not extract the added moisture from the newly added shower;

v) Contractor shall replace all floor tile to accommodate newly added shower unit, drain and the relocation of water closets; 320 SF of floor tile demo/replacement

w) Contractor shall seal/paint masonry brick walls in both bathrooms to resist moisture; 1024 SF total for both bathrooms

x) Contractor shall seal/paint hard ceilings in both bathrooms to resist moisture; 560

SF total for both bathrooms;

y) Contractor shall replace 1 door (3x7);

z) Contractor shall replace all ceiling HVAC diffusers and return grills;

aa) Contractor shall replace/install new cove base for entire bathroom; 64 LF

Rooms 315, 316, 317, 318, 319, 320, 321, 322, 323

bb) Contractor shall replace all acoustical drop down ceiling and suspended grid system for each room (12 ft ceilings) with new 2x2 acoustical drop down ceiling and new suspended grid system; 6208 SF

cc) Contractor shall demolish remove partition wall (24 FT x 12 FT) in Room 320;

288 SF

dd) Contractor shall re-finish all areas (floor, ceiling, wall) where wall was removed in Room 320, new finishes to match renovation finishes in this Room

ee) Contractor shall demo/remove carpet in Rooms 317 and 318; 1792 SF

ff) Contractor shall purchase and install new carpet tile and all associated padding/layers underneath carpet for rooms 315, 316, 317, 318, 319, 320, 321, and 323; 5696 SF (room carpet shall match hallway carpet)

gg) Contractor shall purchase and install new VCT tile over existing tile in Room

322; 512 SF

hh) Contractor shall block-in 4 (each) single doors (3x7) to comply with AFSSI requirements for secure wall construction; see Appendix F for location of doors;

ii) Contractor shall skim coat and refinish (gypsum board/prime/paint) NW wall in

Room 326 to hide the blocked off door areas; (32LF x 12LF)

jj) Contractor shall replace all lighting throughout each Room with new recessed type lighting; 156 light fixtures

kk) Contractor shall replace all ceiling HVAC diffusers and return grills;

ll) Contractor shall block in and refinish (sand/prime/paint) window opening in

Room 323 to match new wall finish;

mm) Contractor shall furr out ALL interior cinder block walls with 5/8” gypsum board level 5 finish; walls must be level and plumb; 11,724SF (977LF x 12LF)

nn) Contractor shall provide/install new cove base for all rooms; 977LF

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 6 of 38

oo) Contractor shall replace 1 (each) single door (3x7) in Room 321; door shall be solid wood with new door hardware by manufacturer

STANLEY/FALCON/BEST or equivalent, 7-pin interchangeable cores, small format, type A; all door and door frames shall be constructed flush with the new furred out walls;

pp) Contractor shall remove 2 “red” power shutoff buttons and all associated wiring/conduit back to an area above the ceiling for Rooms 316 and 317; the conduit holes through cinder block wall shall be covered by new furred out walls;

qq) Contractor shall replace all electrical outlets, plugs, switches so as to accommodate all new furred out walls;

rr) Contractor shall replace all ceiling HVAC diffusers, return grills; 20 diffusers, 12 return grills

ss) Contractor shall provide and install NIPRNET communication lines/drops to each Room as shown in Appendix G. Quad outlets will be installed at each telephone & LAN/data location unless specified otherwise. Each quad shall contain 2ea telephone outlets and 2ea LAN/data outlets. Telecommunications outlets shall be Category 5e, RJ45 8-pin voice and data modular outlet assemblies housed in a quad-hole, flush wall-mount faceplate. All terminations shall be done according to T568-B wiring scheme as required by TIA/EIA-568-B. Wall-mount telephone outlets (for wall-mounted telephone sets) shall be 8-pin modular outlet assemblies (type RJ-45 modular wall-telephone jack) mounted in a simplex housing as indicated on the drawings. Each modular outlet shall accept a 4-pair

Category 5e cable (8-conductors) and each modular outlet assembly shall be numbered for easy identification and location. All outlets will be wired directly to the Common User Patch Panel located in the Telecommunications Room serving the floor that the outlets are located on. Contractor shall provide/construct: core one, three hole into the Rooms for access; core two, 4 inch holes in the comm

Room for access into the halls; sleeves, collars, and fire stops for all holds; LAN drops that are capable of passing 1000 Mbs data and capable of recording the data; test results to the Base 802 CS.

tt) Contractor shall provide and install SIPRNET communication lines/drops to each

Room as shown in Appendix H.

o Install and Label (customer will provided rack number) one (1) Standard

24U Rack and grounding system in Building 9225 Room 322 o Mount two (2) Cisco Catalyst 48 port WS-C3750V2-48TS-S 3750 network switches into the rack in Room 322 o Install and label category 5e punchdown patch panel into the rack in Room

322 to accommodate seventy-two (72) ports o Install and label three (3) 24 port wall mount zone boxes 12 inches above the ceiling tiles (one in Room 320, one in Room 318, and one in Room

316) o Terminate and install seventy-two (72) category 5e shielded twisted pair network drops from the patch panel to the three (3) zone boxes using J hooks every five feet o Patch all new patch panel ports to the switches using category 5e shielded twisted pair patch cables

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 7 of 38 o Terminate and install sixty-four (64) category 5e shielded twisted pair network drops from the zone boxes routed through the customer‟s furniture to the desktop computers (certified and tested) o Since category 5e cable is being used instead of fiber. Ensure that category 5e cabling is installed IAW TEMPEST guidelines through ceiling cable management and has at least a1 meter distance from the unclassified network o Label all cables 3” from each end using Red tape for the classification. For cables installed in a patch panel or zone box label the cable 3” from the outside of the box or patch panel o Label cables at each end within 1” of the classification tape with the following information if applicable: distant end building and Room numbers, patch panel, zone box number, rack number, port number, classification, and network o Label and test the cables IAW BICSI, EIA/TIA, and local standards for continuity and loss, and provide a soft copy of the test results to the

Government o Construct/install Protective Distribution System (PDS) outside corridor between Rooms 319 and 318, within stairwell #2 (overhead) that will be compliant with AFSSI (EMSEC) requirements

uu) Contractor shall upgrade HVAC by replacing/upgrading ALL control components for the air handler unit(s) servicing Rooms 315, 316, 317, 318, 319, 320, 321, 322, 323 to be compatible with existing controls system (i.e. Johnson Controls

Metasys System). Over 100 Variable Air Volume (VAV) boxes have been recently installed at B9225. Contractor shall ensure new control components are compatible with recently installed VAVs. Contractor shall also provide outside air (intake / actuators / etc) for the AHU(s) serving these Rooms as per ASHRAE

90.1. Contractor shall install boiler reheat by-pass system with 3-way valve actuator and isolation valve(s); boilers are currently overheating due to water not re-circulating. HVAC upgrades shall include, but are NOT limited to the following:

o Replace all pneumatically controlled actuators with electric controlled actuators for AHU(s) servicing these Rooms o Replace controller/control panel for AHU(s) servicing these Rooms o Replace VFD (variable frequency drive) for AHU(s) servicing these

Rooms; except for AHU#2 which has been recently replaced o Upgrade/replace all sensors with electric (i.e. temperature, humidity, static pressure, hydrostatic, etc) at the AHU(s) servicing these Rooms and at the actual Rooms o Replace hot water / chill water valve at AHU(s) servicing these Rooms o Replace hot and cold deck sensors at AHU(s) servicing these Rooms o Replace or provide all associated piping/tubing/ducting

Contractor shall provide/install control system for boilers #1 and #2 for outside air control and temperature.

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 8 of 38

Women‟s Restroom 363

vv) Contractor shall demo/replace/relocate all plumbing fixtures and associated piping, which includes 2 (each) water closets, 2 (each) wall mounted sinks; sink fixtures shall be MOEN or equivalent

ww) Contractor shall relocate towel dispensers (if necessary) but shall remain for reuse;

xx) Contractor shall relocate soap dispensers (if necessary) but shall remain for reuse;

yy) Contractor shall relocate mirrors (if necessary) but shall remain for reuse;

zz) Contractor shall demolish/replace water closet compartment partitions (60 SF) to accommodate space for the new construction of 1 new pre-fabricated shower unit

(48-inch size) with all associated plumbing, piping, mixing valve and tie-in to existing drain; this may require addition of water closets; see Appendix F for existing layout aaa) The Contractor shall construct built up shower wall separator (approximately 64

SF), shower pan and curb, complete with finishes on all surfaces. Finishes shall consist of ceramic tile on a thin-set grouting bed, on concrete mortar with shower pan liner underneath. Size of ceramic tile shall match floor tile size. The

Contractor shall install a sloped concrete topping at shower pan to ensure sufficient drainage. Contractor shall show shower framing concrete topping slope in shop drawings for Government approval, prior to any work to begin. Shower pan liner shall be installed as one single piece and raise up to 8 inches from the floor for each of the (3) surrounding walls and constructed of heavy duty 40-mil gray PVC, approved by UPC, BOCA, and SBCCI; meets specification ASTM D

4551-86, or similar to and/or equal product. The shower pan liner shall also be installed to go completely over the shower curb to prevent any leakage. The shower curb assembly shall consist of the following: metal studs anchored to existing sub-straight with cementitious tile backer-board surround, topped with a thin-set setting bed and ceramic tile. Shower curb edges shall have a bull-nose edge. The Contractor shall install prefabricated shower as per manufacturer instructions / shop drawings to include strainer and adjustable drain barrel as part of shower pan assembly.

bbb) The Contractor shall perform TWO tests of shower pan for proper drainage and ensure there is no leakage. First test shall be performed right after the shower pan has been completely installed and is at its highest water resistant level, with screen/strainer; NO finishes yet. Government will require Contractor and

Government inspector to sign off on first test of shower pan. If leaks are detected, Contractor shall repair leaks at no additional cost to the Government. Once the

Government has received test documentation indicating that no leaks have been detected, Contractor shall proceed to complete installation of finishes. Second test shall be performed for each shower unitpan, once finishes have been completely installed. If leaks are detected, Contractor shall repair leaks and re-finish surfaces at no additional cost to the Government. Government will require Contractor and

Government inspector to sign off on second test of shower pan.

ccc) Contractor shall replace all lighting with recessed type lighting;

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 9 of 38 ddd) Contractor shall demo/purchase/install new exhaust fan to accommodate newly added shower unit; the existing exhaust will not extract the added moisture from the newly added shower;

eee) Contractor shall replace all floor tile; 240 SF of floor tile demo/replacement fff) Contractor shall prime/paint/seal masonry brick walls in both Bathrooms to resist moisture; see section x (above) under men‟s restroom for quantity ggg) Contractor shall prime/paint/seal hard ceilings in both Bathrooms to resist moisture; see section y (above) under men‟s restroom for quantity hhh) Contractor shall replace 1 door (3x7);

iii) Contractor shall replace all ceiling HVAC diffusers and return grills;

jjj) Contractor shall demolish brick masonry wall and re-configure bathroom to accommodate space for the addition of 1 new shower unit; 120 SF of wall demolition (this includes demo of 1 door/frame) kkk) Contractor shall replace/install new cove base for entire Bathroom; 60LF

The Contractor shall test/clear/flush all sanitary sewer lines to the main for bathRooms on 3 rd floor BEFORE any work to begin. All repairs (if required) shall be noted in the design drawings.

The Contractor shall remove and properly dispose of any/all existing items/furniture/appliances from the rooms to be renovated this contract.

Design shall comply with all Command and Base Standards. Design drawings shall be provided by the Contractor and stamped/sealed by engineer of record. Upon completion of the HVAC system installation/upgrades, the Contractor shall Test and Balance (TAB) all new mechanical equipment and/or systems separately according to the National Environmental Balancing Bureau

(NEBB) standards. A certified TAB report shall be submitted to the Government for approval.

The Contractor shall submit design/load calculations, shop drawings and equipment selection to the Government for review/approval at the 60% submittal. Upon completion of the project, the

Contractor shall test all systems/equipment and provide proper training/video/warranty for their use.

4. INTENT

4.1 This SOW identifies the services required to prepare the above mentioned construction documents. The required services of this contract are more specifically described below.

4.2 In order to accomplish this intent, the Contractor shall provide Full Working Design with completed drawings, and supporting design analysis based on the requirements set forth in this scope of work. It is intended this level of detail will allow the Contractor to complete the scope of work during construction.

5. DESIGN POLICY AND CRITERIA

5.1 Design Policy: The Air Force shall furnish basic design criteria to the Contractor from which they can develop and produce the construction documents.

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 10 of 38

5.2 Design Instructions: The design shall incorporate the requirements as discussed in this

SOW, the pre-proposal and site visit conferences, and requirements of the publications and

Government Furnished Information listed below. The most recently published editions of all of the publications listed below from a part of the design specifications to the extent referenced and whenever applicable throughout the final design / build processes. Should conflict(s) exist between these publications then the more stringent shall apply. Upon request from the

Contracting Officer, all Government Furnished materials shall be returned to 802 CES/CEPMZ within 30 days.

5.3 Design Criteria: The project design shall conform to the following criteria:

National Electric Code, NFPA No. 70.

National Electric Safety Code (ANSI C2)

National Tile Contractors Association (NTCA) Reference Manual, 2010

National Fire Protection Association (NFPA 101) Life Safety Code

National Environmental Balancing Bureau (NEBB)

NFPA, 70 National Electrical Code

NFPA 90A, Installation of Air Conditioning & Ventilation Systems

RUS Bulletin 1751F-201, Standard for Acceptance Testing and Measurement of

Telecommunications Plant, (PC-4)

RUS Bulletin 1751F-401, Standard for Splicing Copper and Fiber Optic cables, (PC-2)

RUS Bulletin 345-65, Shield Bonding Connectors (PE-33)

RUS Publication IP 344-2, List of Materials Acceptable for Use on Telecommunications

Systems

BICSI (Building Industry Consulting Service International) Customer Owned Outside Plant

Design Manual

BICSI (Building Industry Consulting Service International) TDMM, Telecommunications

Distribution Methods Manual

IEEE 142 Recommended Practice for Grounding of Industrial and Commercial Power

Systems

International Building Code (IBC)

International Mechanical Code 2009 (IMC).

International Plumbing Code 2009 (IMC).

International Energy Code

Mechanical Systems – ASHRAE and SMACNA Standards

IESNA Handbook Illumination Engineering Society of North America

MIL-HDBK-419A, Grounding, Bonding, and Shielding for Electronic Equipment and

Facilities, 29 December 1987

ANSI B31.8 (1968) and B31.8b (1969) Gas Transmission and Distribution Piping Systems

ANCI –C2 National Electrical Safety Code

DoD Directive 6050.9 Ozone Depleting Chemicals

DoD, AFI, AETC requirements for furniture

ETL 94-4, Energy Usage Criteria for Facilities in the Military Construction Program

(MCP)

ETL 99-4, Fire Protection Engineering Criteria and Technical Guidance – Emergency

Lighting and Marking of Exits

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 11 of 38

ETL 01-1, Reliability and Maintainability (R&M) Design Checklist (Oct. 2001)

ETL 04-3, Design Criteria for Prevention of Mold in Air-Force Facilities

ETL 10-2 LED Fixture Design & Installation Criteria

ETL 02-12 Communications and Information Systems Criteria for Air Force

Telecommunications Systems Cabling Systems (12 July 2011) by 802d Communications

Squadron

38 EIG Handbook 33-01

AETC First 400 Feet Standards

AFSSI 7700 EMISSION SECURITY

AFSSI 7702 EMISSION SECURITY COUNTERMEASURES REVIEWS

AFSSI 7703 COMMUNICATIONS SECURITY: PROTECTED DISTRIBUTION

SYSTEMS (PDS)

UFC 3-110, Architectural Design

UFC 3-120-01, Air Force Sign Standard

UFC 3-120-10, Interior Design

UFC 1-200-01, General Building Requirements

UFC 3-301-01, Structural Engineering

UFC 3-310, Structural Design Criteria

UFC 3-320, Structural Design Guidance

UFC 3-400-02, Design: Engineering Weather Data

UFC 3-410-01, Mechanical Design: Heating, Ventilating and Air Conditioning

UFC 3-420-01, Plumbing Systems

UFC 3-520, Interior Electrical Systems

UFC 3-530-01 Lighting Design and Controls

UFC 3-540, Electric Power Generation

UFC 3-550, Electric Power Supply and Distribution

UFC 3-560, Electrical Safety

UFC 3-600-01, Fire Protection Engineering for Facilities

UFC 4-010-01, Minimum Antiterrorism Standards for Buildings

UFC 4-610-01, Administrative Facilities

ANSI/TIA/EIA 526-7 Measurement of Optical Power Loss of Installed Single-Mode Fiber

Cable Plant

ANSI/TIA/EIA 526-14 Optical Power Loss Measurements of Installed Multimode Fiber

Cable Plant

ANSI/TIA/EIA 568-C.0 Generic Telecommunications Cabling for Customer Premises

ANSI/TIA/EIA 568-C.1 Commercial Building Telecommunications Cabling Standard

ANSI/TIA/EIA 568-C.2 Balanced Twisted-Pair Telecommunications Cabling and

Components Standards

ANSI/TIA/EIA 568-C.3 Optical Fiber Cabling Components Standard

ANSI/TIA/EIA 569-B Commercial Building Standard for Telecommunications Pathways and Spaces

ANSI/TIA/EIA 569-B-1 Commercial Building Standard for Telecommunications Pathways and Spaces Addendum 1-Temperature and Humidity Requirements for Telecommunications

Spaces

ANSI/TIA/EIA 598-C Optical Fiber Cable Color Coding

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 12 of 38

ANSI/TIA/EIA 604-3 Fiber Optic Connector Intermateability Standard ANSI/TIA/EIA 606-

A-1 Administration Standard for Commercial Telecommunications Infrastructure

Addendum 1- Administration of Equipment Rooms and Data Center Computer Rooms

J-STD-607-A (previously ANSI/TIA/EIA 607) Commercial Building Grounding (Earthing) and Bonding Requirements For Telecommunications

TIA TSB 140 Additional Guidelines for Field-Testing Length, Loss and Polarity of Optical

Fiber Cabling Systems

National Security Telecommunications And Information Systems Security (NSTISSI) No.

7003, Protective Distribution Systems

National Security Telecommunications And Information Systems NSTISSAM TEMPEST

Red/Black Installation Guidance

38th EIG Handbook 33-01

Electronic Components Association ECA EIA/ECA 310 Cabinets, Racks, Panels, and

Associated Equipment

Insulated Cable Engineers Association ICEA s-83-596 Optical Fiber Premises Distribution

Cable

UL 50 Enclosures for Electrical Equipment, Non-Environmental Considerations

UL 444 Communications Cables

UL 467 Grounding and Bonding Equipment

UL 514C Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers

UL 1666 Test for Flame Propagation Height of Electrical and Optical-Fiber Cables Installed

Vertically in Shafts

TI 809-02, Structural Criteria for Buildings

ASHRAE Standard 62-2010, Ventilation for Acceptable Indoor Air Quality.

ASHRAE 2009 Fundamentals Handbook.

ASHRAE 2008 HVAC Systems and Equipment Handbook.

ASHRAE 2011 HVAC Applications Handbook.

ASHRAE 52, Method of testing: General Ventilation Air-cleaning Devices for Removal

Efficiency Particle Size (1999)

ASHRAE 55, Thermal Environment Conditions for Human Occupancy

ASHRAE 90.1, Energy Standard for Building Except Low-Rise Residential Buildings.

ASHRAE Guideline 1, The HVAC Commissioning Process

SMACNA – (Sheet Metal and Air Conditioning Contractors‟ National Association) – HVAC

Duct Construction Standards: Metal and Flexible (1997)

SMACNA – HVAC Systems Duct Design

SMACNA – Seismic Restraint Manual for Mechanical Systems

ASPE (American Society of Plumbing Engineers) Data Books – Volumes 1, 2, 3 and 4

United Facilities Guide Specifications (UFGS – Division 3) Concrete

Lackland AFB Architectural Compatibility

Lackland AFB O&M Guidelines

Lackland AFB Standards and Specifications

Engineering Technical Letter (Carpet/Flooring) March 2007

ACI 301, Specifications for Structural Concrete for Buildings

ACI 318, Building Code Requirements for Reinforced Concrete

AISC-ASD, Manual of Steel Construction, 13 th

Edition

SJI Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 13 of 38

ASCE 7-05, Minimum Design Loads for Buildings and Other Structures

AFCEE Air Force Interior Design Guide

United States Air Force Project Managers‟ Guide for Design and Construction

AFH 32-1084, Standard Facilities Handbook

LEED (Leadership in Energy and Environmental Design) NC – Version 3.0 Reference Guide

US Army Corps of Engineers Southwestern Division Architectural and Engineering

Instruction Manual, 2002 Edition.

5.4 GOVERNMENT FURNISHED INFORMATION AND MATERIALS

The following information and materials will be furnished to the Contractor.

5.4.1.1 Utility Maps of the project site (electrical, sewer, water, and gas) are available for use as reference.

5.4.1.2 Standard reproducible AutoCAD cover sheet and second sheet with preprinted title block.

5.4.1.3 Base Guidelines (O&M, Architecture Compatibility, Lock Specifications)

5.4.1.4 Appendix A - Environmental Protection

5.4.1.5 Appendix B - Temporary Construction Facilities

5.4.1.6 Appendix C - 100% Design and Specifications

5.4.1.7 Appendix D - Lackland Specifications

5.4.1.8 Appendix E - Hazardous Materials Report

5.4.1.9 Appendix F - 3

rd

Floor Layout

5.4.1.10 Appendix G - NIPRNET Requirements

5.4.1.11 Appendix H - SIPRNET Requirements

5.4.1.12 Appendix I - As-builts

5.4.1.13 Appendix J - Construction Laydown Area

5.5 DRAWING STANDARDS

5.5.1 Drawings shall be prepared on the latest version of AutoCAD release 2010 or most current release and .PDF formats. All drawings will utilize the Tri-Service Spatial Data

Standards (TSSDS) Version 2.2, for compliance with the installation standards. Five (5) half-size hard copies of all drawings and two (2) electronic copies on CD shall be provided to the

Contracting Officer for review of demolition plan/drawings, at the 60% design phase and the

100% design phase. When the 100% design drawings are accepted, the Contractor may then begin construction while the As-Builts are being developed. Four (4) half-size red-lined hard copies of As-Built shall be submitted to the Government upon completion of construction and shall be reviewed for accuracy. Upon approval, the Contractor shall provide two (2) electronic versions (CDs) of the corrected as-built drawings on AutoCAD 2010 or most current version to the Government. Plot style table must be included with the electronic drawing. Extensive explanatory notes on the drawings should be held to a minimum. Dimensions shall be shown in

Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible.

The Contractor shall identify ALL drawings within the drawing title block, the design level and date submitted and/or re-submittal date. The base will provide a Lackland drawing number under this project for the Contractor to provide on each title block for all sheets. All

Section J – Atch 1 (SOW) 8 Aug12 Jul 2012 Page 14 of 38 final/approved design/shop drawings shall be stamped / sealed by Engineer of Record and appropriately labeled FOR CONSTRUCTION or NOT FOR CONSTRUCTION; as-built drawings shall be labeled AS-BUILTS. The Contractor shall provide all corrected/approved as-builts in both CADD and pdf formats, cost estimates in both excel and pdf formats and all other elements of the final deliverable in pdf format. The two (2) final CDs shall include but not limited to the following elements for a complete/final deliverable: drawings, edited specifications, design analysis, haz mat reports, charrette reports, meeting minutes, cost estimates, etc.

5.6 DESIGN SERVICES

5.6.1 Site Design Data: The Contractor shall perform field reconnaissance, surveys, and site investigations required to obtain engineering information and design data for the accomplishment of the contract documents of the project in accordance with requirements of this

Statement of Work (SOW). Design submittal requirements include, but are not limited to the following criteria for 60% and 100% design levels (as applicable):

6. 60% Design Submittal Requirements

6.1 General. This chapter will define by discipline the basic requirements of a pre-final design submittal or a regular preliminary design submittal (60%) pertaining to the analysis of design and drawings. This submittal will incorporate all the requirements of a 35% concept plus additional information to complete this level of design. Basis of design narrative and calculations developed and submitted at concept design shall be expanded at the 60% design submittal. Cost estimate should be provided in AF3052 format. The AF3052 cost estimate should reflect a level of detail consistent with 60% submittal, RSMeans line item numbers and all associated cost rates (i.e.

material, labor, etc) and quantities. Lump sum quantities are not acceptable. The specifications shall be comprehensive and fully edited.

6.2 Objective. The 60% design submittal is intended to provide a thoroughly thought-out design conforming to all the applicable criteria. The 60% design will be a logical further development of the 35% design. The design shall define all the elements to be incorporated into the project to a level demonstrating a complete functional design consistent with a 60% design effort.

6.3 Review Comments and Revisions. Any major design changes which are necessary due to review comments or other reasons shall be resolved at this design submittal. Any changes at this time should be, but are not limited for the purpose of coordination and refinement of the complete design package.

6.6 Architectural Design.

6.6.1 Basis for Design. The narrative description shall be expanded upon and any changes in color board or scheme boards shall be made for re-submittal.

6.6.2 Calculations. Revise any floor plan area calculations as necessary to reflect changes from the 35% design submittal.

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6.6.3 Drawings. The design drawings shall be sufficiently complete to describe the complete architectural design effort in a form appropriate for review. Every sheet that will be in the final set shall have sufficient completeness to indicate what type of information will be provided.

6.7 Structural Design.

6.7.1 Basis for Design. The narrative description must completely explain and substantiate the design provided. This shall be an expanded document from the previous submittal.

6.7.2 Calculations. Design calculations covering all the major structural elements must be presented. The calculations must support the design to a level consistent with the percentage of design completion.

6.7.3 Drawing. The design drawing must be sufficiently complete to explain the total structural design. Pertinent structural criteria will be noted on the drawings, and any other information consistent with a 60% design. Each sheet that will be in the final set will be provided to illustrate the extent of the complete set.

6.8 Mechanical Design.

6.8.1 Basis for Design. Design aspects affecting the types of systems will be described. The systems designs shall be sufficiently described to demonstrate design functionality.

6.8.2 . The calculations must support the design assumptions made to this stage and be descriptive enough to allow adequate review.

6.8.3 Drawings. A complete design drawing set showing all mechanical systems in the project is required. The drawings must include any information required to permit a design review consistent with at least 60% of design completion. All sheets which will be in the final set shall be included.

6.9 Electrical Design.

6.9.1 Basis for Design. The narrative shall explain the electrical design. Any detection, alarm, or miscellaneous systems will also be explained. These descriptions will represent an extension of those in the previous submittal to a level of detail consistent with the percentage of design completed.

6.9.2 Calculations. The calculations will also be expanded to reflect a percentage of completion consistent with the design submission. The calculations shall include Load Analysis, and

Voltage Drop. The load analysis for each building shall include connected and estimated demand load. Separate loads by categories shall be provided such as lighting, receptacles, HVAC, special equipment, etc. Provide calculations to verify voltage drops. Do not exceed limits as given in the National Electric Code (NEC) and UFC 3-520-01.

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6.9.3 Drawings. All sheets which will be in the final set shall be provided. These sheets shall be complete to a level of detail consistent with the percentage of design completion.

7. 100% Design Submittal Requirements

7.1 General. This section will define, by discipline, all specific requirements of a 100% design submittal pertaining to the drawings and the Analysis of Design. Cost estimate should be provided in AF3052 format. The AF3052 cost estimate should reflect a level of detail consistent with 100% submittal, RSMeans line item numbers and all associated cost rates (i.e. material, labor, etc) and quantities. Lump sum quantities are not acceptable. The specifications shall be comprehensive and fully edited .The 100% submittal will be reviewed. The A-E response to

Government review will then be back-checked. If all review comments are not satisfied, rechecks and re-submittals will continue until all comments from 60% and 100% design are resolved or withdrawn.

7.2 Objective. The final submittal is intended to present a biddable, design package conforming to all the appropriate criteria. Final design will be accomplished by developing and refining the design in its various stages by using the review comments as a communication vehicle between the A-E, the base and the user.

7.3 Project Review Comments. The A-E shall annotate the action taken on each preliminary and/or concept comments and shall include the annotated comments with the submittal package.

If the A-E feels that any comment is inappropriate or in error, he shall call the Contracting

Officer and/or project manager prior to proceeding with the final design to resolve the conflict. If the comment is modified or omitted as a result of this coordination, then a brief record of the conversation shall be included with the annotated comments. Updated listing on deviations from criteria developed for the previous submittal shall be provided. All deviation shall be supported by waivers from authority or by record of correspondence to user by project manager. Review conference actions are not considered supporting authority.

7.4 Changes to Basic Design. Major changes to the basic design will not be permitted at this time unless these changes are the result of review comments, changes in criteria, changes in SOW, life/safety issues with the design or unforeseen problems necessitating the A-E to alter his original design. All the changes will be resolved through the Contracting Officer and/or project manager before proceeding.

7.5.2.1 Water Distribution and Service Lines. Furnish final flow requirements, line sizes, friction factors, head 1068, water velocities, and line pressures. Provide fire flow test data or other measurements upon which the calculations are based. Show complete calculations demonstrating the ability of the water distribution and service lines to deliver the required pressure and quantity of water.

7.5.2.2 Water and Sewage Treatment. List all criteria used for the design of each treatment process and operation. Furnish all calculations showing the design of the processes and operations including the hydraulic and organic loading. Provide a hydraulic profile of the treatment plant.

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7.5.2.3 Sewage Collection. Show the population or fixture unit basis for computing expected flows. Show peak and average expected or measured flows and any factors used in estimated flows. Provide the flows, sizes, slopes, and velocities for each line segment. In addition for lift stations, show required head, volume of wet well, cycle times at peak and average flows, and pump controls.

7.5.2.4 Storm Drainage. Show all the used for determining the designs flow and pipe sizes

(including all types of pipe materials). List rainfall intensity, return period, concentration times for each drainage area, and the infiltration factors used. Provide an analysis of each new culvert and of existing culverts which are used in the designing. Show adequacy of existing drainage facilities to carry runoff. Include a sketch of the drainage area which shows the grading, principal water courses and the location, size, and invert elevation of existing and proposed new drainage facilities, including surface ditches, storm sewers, and culverts.

7.5.2.5 Roads. Street. Open Storage Areas. Hard stands. Walks. Show all design calculations including elevation of design wheel loads, material, and type of construction and class of each type of paving. Include all for curves, alignment, sight distance, passing distance, and super elevation.

7.5.2.6 Grading. Furnish cross sections and complete calculations for all earthwork.

7.5.3 Drawings. Expand and fully develop drawings used in concepts or early preliminaries as applicable. Add any new sheets necessary to complete the presentation, including the following:

7.5.3.1 Foundation Explorations and Logs. The base will provide information on exploration locations and logs of explorations which be incorporated and coordinated into the final drawing set by the A-E.

7.5.3.2 Siting. Show the dimensions of all new work and the relation of new work to existing facilities. The new work will be located by coordinates or other definite means only one bench mark shall be used except where a very large area is involved. Indicate the bench mark location, elevation, and description. Provide a north arrow and at least two horizontal control points.

Provide complete vertical alignment descriptions. Clearly locate onsite borrow and spoil areas.

Indicate possible future construction using short dashed lines.

7.5.3.3 Grading. Provide a north arrow and show the grading and drainage conditions, including scales, direction of drainage, point of discharge, and ditches using notes, symbols, and spot elevations or contours. Provide finished grades for new work and show existing topography. In rigid pavements, grades are to be shown at all joint intersections, or at intersection of joints and centerline, if no regular pattern of intersection exists. Provide sections showing the relationship between existing ground and finished grades, pavements, shoulders, ditches, scales, curbs, gutters, buildings, and other structures.

7.5.3.4 Paving. Railroads. Fencing. Show the location and dimensions of all roads, streets, walks, pads, open storage areas, runways, aprons, taxiways, overruns, railroads, fences, and gates.

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Indicate different surfaces and pavement sections with symbols and notes. Furnish all alignment and curve data needed to lay out the work. Provide details showing joints, curbs, gutters, signs, sealants, sidewalks, pavement sections, switches, turnouts, and road crossings. Include all elements of the pavement or track section with depths and compaction requirements. Clearly show joint layout, thickened edges, dowels, tie bars, reinforcement, joint keys, location of tie-down anchors, markings, and striping. For airfield pavements, all joints will be shown on a scaled drawing(s) with elevations shown at all joint intersections. Typical geometric layouts will not be used.

7.5.3.5 Utilities.

7.5.3.5.1 Show all pipes with sizes (such as water, sewer, storm drain, and gas lines) valves, manholes, fire hydrants, service boxes, inlets, culverts, headwalls, and cleanouts. Provide a north arrow on the utilities site plan and show the relation between the utilities and roads, buildings, sidewalks, etc. Provide the sizes, strengths, or classes corresponding to the different material options. Indicate the points of entry to buildings for utility lines.

7.5.3.5.2 Profiles shall be provided for wastewater collection lines, force mains, water supply, and distribution lines where there is a possibility of interference with other utilities. Profiles will also be provided to show adequate cover in areas of varying topography. The profiles shall show minimum cover; new and existing utilities; invert elevations; stationing; surface features such as roads, curbs, sidewalks, etc.; and appurtenances to the utility system.

7.5.3.5.3 Furnish details of all features such as valves, manholes, fire hydrants, service boxes, inlets, headwalls, cleanouts, thrust blocks, pipe encasements, frames, grates, covers, steps, etc.

For treatment facilities, provide details for treatment units. Show all in-plant lines and process piping. In congested areas or in area where data is unclear as to the exact location of utilities, the utilities drawings should contain the following note: "Elevations of utilities are given to the extent of information available. Where elevations are not given at points of existing utilities crossings, such elevations shall be determined by the Contractor and reported to the Contracting

Officer. When unknown lines are exposed, their location and elevation shall likewise be reported."

7.5.3.6 Landscaping.

7.5.3.6.1 The plan shall be clearly delineated and dimensioned where necessary to insure the proper location of plants, lawn divider strips, and similar items. The plant list shall have the botanical and common name, quantity, container size or caliper, and spread of the plants specified. Header board, planting, and staking details shall be shown. Lawn areas, where specified, shall be clearly defined. The planting plan shall be a separate drawing and shall not have irrigation details on the same drawing. Where erosion control seeding and special treatment for erosion control is required, the areas shall be well described and delineated. The irrigation plan shall show the layout of the sprinkler system locating the heads, pipe sizes, valves, backflow preventer, and connection to main. State that no landscaping is required if this is the case.

7.6 Architectural Design.

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7.6.1 Basis for Design. Complete the discussion of architectural features that was presented in previous submittals. Update the narrative to include any changes brought about by review comments. Update the color boards as directed by the review.

7.6.2 Update the floor area to reflect changes brought about by review comments and/or floor plan changes.

7.6.3 Drawings. Expand and fully develop drawings used in concepts or early preliminaries if

7.6.3.1 Provide a detailed typical interior wall section for each type of wall being used. Section to be taken from plans, not elevations.

7.6.3.2 Roof Plan. Indicate mechanical equipment and vents, roof drains, roof slopes, crickets, etc. Cross reference to where flashings and curbs are detailed for roof penetrations.

7.6.3.3…