KRSM162064_SOW__Bldg_507_MACC_III__rev_g.docx

DESIGN-BUILD MACC III

PROJECT TITLE: Construct Blast Booth Enclosure on East Side of Bldg. 507 KRSM 162064 DATE: January 2, 2018

MACC III

Project # KRSM162064, W/O # 59163 CONSTRUCT BLAST BOOTH ENCLOSURE ON EAST SIDE

OF BLDG 507

STATEMENT OF

WORK

Rev g

1. SCOPE

This Project Statement of Work (SOW) defines the scope for the building 507 project KRSM162064. This SOW includes the construction requirements that the MACC III contractor shall implement in the design and construction of a new facility enclosure that shall be constructed and attached to the east side of building 507. This new building enclosure shall be constructed for the future purpose of housing moveable production equipment including 2 new blast booths and other associated equipment that shall be purchased and installed under a separate contract once the building 507 MACC III construction enclosure project is completed. The approximate building layout is provided in the attached drawings. These drawings show the desired layout with approximate dimensions and these drawings shall be used as guidance in the design. The contractor shall coordinate all design information with the project manager and also with the building 507 process engineer to verify that the new building design and layout meets all requirements.

All design services furnished by the Design Build MACC III contractor shall be performed under the direct supervision of licensed Professional Engineers (PE) and licensed Architects. The Professional Engineers and Architects shall be licensed in the state of Utah. The contractor, through his or her designer, is responsible for the accuracy, adequacy, timeliness, and professionalism of the design solutions and design documents. The contractor shall ensure that all designs and solutions meet the requirements of the contract documents for this building 507 project.

1.1. Efficient project management shall include accurate on-time submittals for successful project execution. Contractor requirements include early involvement in the planning and design process to insure a successful project outcome. The contractor shall provide a superior design along with cost- effective and technically-sound solutions. The contractor shall perform all work in accordance with (IAW) federal, state, and local statutes and regulations.

2. EQUIPMENT ENCLOSURE REQUIREMENTS: The Enclosure shall be designed and constructed as a weather‐tight enclosure design to house two blast booths with structurally boxed out areas for four exhaust ducts and the associated blast media recovery system that will penetrate the south facing wall. These two blast booths, exhaust ducts and media recover will be installed under a different contract once this building enclosure is completed. The MACC III contractor for this building 507 new construction enclosure project shall structurally box out the south wall areas in the locations where the two blast media exhaust ducting will penetrate the wall at a later date. The contractor shall design, provide, and install the HVAC system equipment, fire suppression, hand guard rails to keep employees on the higher level dock area safe from falling to the lower floor area, stairs to go from the higher dock area to the lower floor area at the locations shown on the attached drawings, and any other equipment appurtenances listed or explained in this SOW. The contractor shall provide and install two 18’ wide x 15’ high roll up doors on the east wall of the enclosure and there shall be two man doors (one on the north side wall and one on the south side wall) of the new building enclosure.

2.1 EQUIPMENT BUILDING ENCLOSURE DESIGN: (Refer to concept floor plan drawings) The new building enclosure shall structurally and architecturally be designed and constructed to connect with building 507 on the east wall side of the present building 507. The enclosure shall connect at the north side of the exterior process door opening that is currently sealed closed with temporary siding material. The present door is presently covered with siding materials, other materials, some utilities and they shall be removed from where this opening will be, to provide the entrance path into the new enclosure area from the main building 507 process area. Any utilities (electrical, air, water, etc.) that are removed shall be re‐routed and replaced. The door opening entrance size from the main building 507 into the new blast booth building area shall be 22’ wide X 13’ high. This entrance door opening shall be framed and flashed with heavy gauge sheet metal and painted to provide a nice appearance and also to provide protection from rust and the process carts which may bump into the entrance corners. This is where the north wall of the new building enclosure shall tie into the existing building 507 wall as shown on the concept floor plan drawings. The existing building 507 east wall will be used as the west wall of the new enclosure area. The south wall shall be located approximately 94 feet to the south of the north new building wall tie in point per the concept floor plan drawings. This south wall will run in the east direction and shall be approximately 57 feet long (refer to layout drawings). The north side wall of the enclosure angles across the dock at the down ramp area and towards the natural gas meter area as shown on the Government supplied concept drawing plan. The government drawings attached are approximate and it is the responsibility of the contractor to field measure and verify all government supplied drawings information for accuracy and the contractor shall only use these drawings as guidance. For bidding purposes this enclosure area is approximately 4,000 square feet. The roof height of the new enclosure shall be the same elevation as the existing main building 507 east wall roof height. The new blast booth building enclosure roof and the existing building 507 roof shall connect at this point on the east side of building 507. This height of the new enclosure at the main building roof connection point is approximately 25 feet +/‐ a few inches as measured from the top of the asphalt elevation. The contractor shall take all required field measurements of the existing building 507 for use in the design drawings that the contractor shall provide. The interior clear height measured from the dock floor to the underside of the ceiling in the new building enclosure shall be designed to provide the maximum possible height to allow head space for the new blast booths and associated ducting. The new building enclosure shall also have the same type of fascia as the fascia that is on the overhang area located to the north of the gas meter equipment area. The existing building 507 windows that are located below the roof line fascia on the existing east building 507 wall shall remain in place.

2.2 BUILDING ENCLOSURE WALLS: The contractor shall provide a 2’ high and a minimum of 8” thick reinforced concrete stem wall on top of the south dock. The stem wall shall continue to the end of the dock and down to the ground level elevation (present asphalt elevation) and at ground level it shall be 5’ (+/‐) high measured from the ground. The dock elevation measured from the ground is about 3’ (+/‐). The stem wall design shall make sure that the top of both the 2’ high dock stem wall and the 5’ high ground wall are at the same elevation at the top of the two walls and they shall be level all the way around the stem wall perimeter. Note: There shall not be a stem wall in the design of the top of the north dock side wall. This is the side wall that is located over the top of the equipment room (see layout concept drawing and pictures) and will be at an angle. There is no requirement for a stem wall on top of this north dock side. The reason for omitting a stem wall at the north dock is to reduce the load over the concrete dock floor that is on top of the equipment room below. This north dock side wall shall be designed of metal framing and siding without a concrete stem wall. The north wall portion that is located at ground level below the dock (presently the asphalt elevation) shall have a stem wall 5’ (+/‐) high and a minimum of 8” thick reinforced concrete and the top of this stem wall shall be level with the top elevation of the east and south stem walls. These stem walls shall go around the perimeter of the new enclosure except for the north wall located on top of the dock. The stem walls shall have openings where the enclosure doors will be located. The concept is that the top of the dock stem walls and the top of the ground level stem walls will be level with each other around the entire perimeter of the new enclosure addition. The dock area is approximately 3’ high from ground level and this is why the stem wall will be taller at the ground level area than the stem wall will be at the south dock wall area. The top of all the stem walls will be level with each other around the entire perimeter. The concrete stem walls shall finished with a smooth texture.

The building enclosure upper portion of the walls shall be 22 gauge corrugated metal panels on the exterior with 22 gauge full height metal interior liner panel. New metal wall panels shall extend down over the concrete curb and concrete stem wall a minimum of 2” and be properly flashed. The new exterior metal panels shall match as close as possible to the wall profile and color of building 507. The contractor shall provide submittals for the proposed wall design. This wall design and material submittal shall be reviewed by the government and government approval is required before the contractor is to purchase the materials for the walls. The contractor submittal shall at the minimum include materials, profile drawing details, and colors proposed.

The contractor shall provide a minimum wall R-value of R-17 at all walls that extend above the concrete knee wall. The entire new enclosure building shall be designed and constructed to meet all snow loads, wind loads, and seismic requirements for this northern Utah geographical location per UFC 3‐301‐01. The colors of all materials shall meet Hill AFB Architectural compatibility requirements and they shall be submitted to the Hill AFB project manager for approval before using them for construction. Provide a roof metal fascia to extend down the face of the metal wall panels of the same length and profile to match the fascia height on the existing adjoining canopy just to the north of the project site. Provide roof gutters and downspouts designed in accordance with SMACNA standards (also see description of roof and roof gutter scope in paragraph 2.3 Roofing).

The blast booth exhaust/blast media recovery system ducting will penetrate the south wall in four locations after this enclosure project is completed. This MACC III contractor is responsible for structurally boxing in these four penetration locations at the areas shown on the attached layout drawings. The two exhaust/media recovery ducts will penetrate the south wall and be attached to these boxed and reinforced structure locations at a later time. The design of these structurally boxed areas shall be coordinated with the government project manager to assure the boxed in locations are correct and to prevent any re‐work later. These boxed areas shall prevent the need to disturb or re‐locate any building structural steel beams or purlins later when it comes time to install the blast booth exhaust ducting or media recovery ducting. The exhaust duct is 48” and media recovery duct size is 24” and the penetration hole diameter size and structural boxed area sizes required shall allow for correct anchoring and flashing at these locations. These duct sizes and locations are shown on the attached drawings.

2.3 FOUNDATION: The design of the new building enclosure foundation and footings shall make sure that the new foundation and footings do not interfere with the existing equipment that is in place inside the equipment room. The equipment room is located under the existing dock concrete floor. The new foundations and footings shall also not interfere with the new blast booths and media recovery systems that will be installed at a later time. If the structural footings are above the floor elevation in the equipment room or inside any portion of the new building enclosure, then the structural footings shall not protrude more than 24” into the enclosure room area measuring from the inside wall perimeter of the new building enclosure room. This is necessary so that the structural footings or columns do not interfere with the existing equipment or the new process equipment or operations procedures of the two new blast booths and associated equipment appurtenances that will be installed after the enclosure project is completed. Note: All excavation work within 15 feet of a Questar high pressure natural gas distribution line will require Questar Gas technicians to be on‐site during the excavation. Contractor shall coordinate this through Blue Stakes.

2.4 ROOFING: The roof shall be a standing seam metal roof (double lock – machine seamed) and shall be from a continuous roll sheet from ridge to eaves. At a minimum the roof R‐value shall be R‐30. Provide a roof fascia to extend down the face of the metal wall panels of length and profile to match fascia height on the existing adjoining canopy just to the north of the project site. Comply with NRCA (National Roofing Contractors Association) standard details for the metal roof and fascia. The roof shall slope away from building 507 towards the east. The roof slope shall never be less than 1:12 slope. The new roof color shall match the existing canopy roof color and fascia color. The complete structure shall be designed to meet or exceed all Utah State seismic zone codes requirements and the roof shall be designed for all roof loads including all snow loads, wind loads, and any roof equipment loads for this geographical area per all applicable codes and requirements. (Also see UFC 3‐ 301‐01). Provide roof snow/ice dams and a roof gutter drain system including heat tape for the complete gutter system to insure proper drainage for all areas and for the down spouts to flow freely from the roof gutter system. The contractor shall provide and install a heat tape temperature controller inside of the building for proper heat tape auto temperature adjustment and also install a fault indicator that clearly indicates when the heat tape is operating and when there is a fault in the heat tape system. Any roof or wall penetrations and connections including to the main building shall be completely sealed from any infiltration or leakage. This roof system shall meet all NFPA and UFC requirements and the complete roof system shall be water proof. This new roof shall also provide full protection against all weather conditions. All roof flashing designs shall be submitted for approval by the Hill AFB Architects and project manager. The colors of all materials shall be submitted to the Hill AFB project manager for approval before purchase and installation. Design and install ice and snow protection for the existing gas meter equipment that is located at the north east corner area of the elevated dock area. The gas meter location is shown on the attached layout drawings. The protection of this gas meter can be a metal lean to type design that is structurally designed to withstand all inclement weather conditions and keep roof ice from falling onto the gas meter. This gas meter protection structure shall also be architecturally compatible with Hill AFB requirements and allow for easy maintenance of the natural gas meter and piping. A submittal of the proposed design shall be provided to the government project manager for review and approval.

2.5 EQUIPMENT ACCESS DOORS: The blast booth enclosure shall be equipped with two electric type opening heavy metal 18 gauge powder coat painted steel roll up doors. These roll up doors are required to facilitate equipment maintenance and blast media removal from the area. The contractor shall evaluate NFPA and UL requirements for these two roll up doors and also requirements for the two man egress doors. The contractor shall provide and install doors that meet all code requirements. The contractor shall provide and install automatic door closers on the man doors. The contractor shall provide all materials and labor for the complete doors installations including all of the required electrical work (460 V/3PH/60HZ) for these roll up doors. The electric opening steel roll up doors shall be heavy duty storm tight doors (example: Cookson Thermiser style storm tight insulated roll up doors or equal) and the roll up door slats shall be insulated with closed cell high density polyurethane foam insulation. The roll up doors shall also be constructed of 18 gauge steel that is galvanized, phosphatized, and polyester powder coat painted on the outdoors side and 24 gauge steel that is galvanized, phosphatized, and polyester powder coat painted on the interior side. These doors shall be designed for an inside fit and the roll up doors shall be installed on the inside of the building to keep the door hood, motor, and barrel out of the inclement weather conditions. The hood for these doors shall also be steel that is galvanized, phosphatized, and polyester powder coat painted. The guides shall be structural steel, phosphatized, and polyester powder coat painted. These roll up doors shall also have a manual override chain hoist system on each door for opening and closing the doors in case of power failure. The two roll up doors will be located on the East side of the enclosure as shown on the layout drawings. The size of each of the roll up doors shall be 18’ wide and 15’ tall. There shall be 2 personnel egress doors (man doors) located at the lower level of the enclosure to exit to the outside as shown on the concept layout drawings. All doors shall be metal, powder coat painted and insulated.

2.6 FLOORING: The contractor shall remove all of the existing asphalt in this new building enclosure site area below the dock so that the new concrete floor and perimeter footings can be installed. The contractor shall remove as much of the existing asphalt, gravel and dirt required to prepare the site for the new installation. The removed material that will not be reused (asphalt, dirt, gravel) shall be hauled away by the contractor and taken off Hill AFB property. This waste material that is hauled away shall be disposed of at a government approved land fill site. The area where the asphalt was removed shall be filled with the new civil engineer designed material and then compacted as designed and required for the new 6”‐ 7” thick reinforced 5,000 psi rating concrete floor. This new concrete floor shall match the elevation of the asphalt floor area elevation before removal, and it is critical that the new concrete floor be level. The concrete floor is required to be level for the installation of the two blast booths per the blast booths manufactures’ specifications. These two blast booths will be installed under a different contract once the enclosure is completed. There is an oil water separator located underground in this area and it has a round metal cover that can be seen. The underground oil water separator and metal cover that is visible at the ground floor elevation shall remain in place. The finished concrete floor elevation shall be at the same elevation as the top of the oil water separator elevation. There shall be a smooth elevation transition from the new building enclosure area out to the street area, so that fork lifts entering and leaving the enclosure through the roll up doors will have a smooth easy transition into and out of the enclosure. The enclosure concrete slab shall meet or exceed 5,000 psi compression tests requirements.

The contractor shall have this concrete tested by a third party certified concrete lab testing company and the written concrete test results shall be signed and dated by the lab and submitted to the government project engineer. The contractor shall provide an industrial/manufacturing grade (heavy duty) epoxy floor coating for all concrete floor areas of this new enclosure building (dock floor area and lower new concrete floor area).

The contractor shall provide a submittal for the heavy duty epoxy coating they propose to use for this project and government approval is required prior to purchase or installation of this epoxy floor coating system.

The repair or replacement of the upper dock concrete area shall be evaluated by the contractor and the contractor shall provide two design options of how this area can best be repaired or replaced. It may be possible to grind and resurface this dock area so that all of the expansion joint concrete sections and transitions are level and at the same elevation. It is also possible that these concrete areas need to be removed and replaced. The contractor shall evaluate the dock area and provide two options of how correct this problem. The existing dock area expansion joint filler material shall be removed and the expansion joint shall be cleaned per the recommendations of the filler material manufacture. Proper cleaning of the joints is critical for long lasting joint filler adhesion and for proper installation and wear. The new epoxy floor installation shall be compatible with the expansion joint material. If this is not the best way to correct this joint sealing problem, then the contractor shall give his or her recommendation of how to accomplish the best results and design the solution. There are large holes in the existing dock floor and also at the drop off end of dock side wall. These holes/voids are where machinery used to be located and this machinery has been removed leaving a large hole that need to be filled. The filler material shall be compacted per the contractors engineering design, and then poured and filled with new 5000 psi rated reinforced concrete. The largest dock area hole is approximately 13’ X 8’ X 3’. These holes/voids shall be filled and finished to match the rest of the top dock floor elevation. The top elevation of the new enclosure dock floor area shall be leveled to match the building 507 floor elevation. The complete dock floor area needs to be designed and repaired or replaced using the best available self‐leveling concrete filling material to level all areas that need filler and then a heavy duty epoxy floor system shall be applied over the top of the dock area concrete floor as mentioned above. The end result shall be a finished concrete floor surface with an epoxy coating covering the entirety of the upper dock level area. The contractor shall propose the two best repair or replacement methods and the best materials to accomplish the dock floor leveling work.

The contractor shall provide the best leveling filler material available so that the floor will not fracture, crumble, or sustain any damage under heavy moving equipment point loads applied by process operators pushing materials handling equipment carts, forklifts, and by the loading and unloading of parts and parts staging on the concrete floor. There will also be parts beings off loaded and loaded into and out of the blast booths. The contractor shall also provide the warranty information for the proposed floor repair or replacement construction and the government will prefer the method with the longest warranty period. Note: There is a mechanical equipment room below the dock floor level at the north end of the dock and this concrete floor area repair will require the best available engineering solution also. The contractor shall provide submittals for review and approval by the Government project manager and the process engineer before this concrete work is started. Note: All excavation work within 15 feet of a Questar high pressure natural gas distribution line will require Questar Gas technicians to be on‐site during the excavation. Contractor shall coordinate this through Blue Stakes.

2.7 Equipment Pad: The contractor shall saw cut and remove a 20’ x 20’ section of the dock floor on the South side of the dock to accommodate the media recovery of one of the blast booths that will sit on the dock. The contractor shall saw cut and remove a 20’ x 20’ section of concrete on the dock, excavate that area to a depth of 18” from the finished floor. The base material shall be compacted per the contractors engineering design, and then a 6” equipment pad shall be poured with new 5000 psi rated reinforced concrete. Contractor shall coordinate with Government project manager for proper location. This area will then be epoxy coated to match the rest of the proposed area.

2.8 ELECTRICAL POWER SYSTEM: The contractor is responsible for all electrical materials, labor, and electrical installation. There is a main electrical buss duct system overhead inside the building 507 process area. This buss duct is approximately 90 feet away from the new enclosure entrance opening which leads to the new blast booth enclosure area. The contractor shall tap into this buss duct to obtain the electrical power requirements of the new blast booth enclosure area. The contractor shall provide and install an electrical safety disconnect switch at the buss duct and run all conduit and wires required for the power of the new enclosure area. The contractor shall first evaluate and verify that there is sufficient electrical capacity at this overhead electrical buss duct location to supply all of the electrical requirements of the new blast booth enclosure. If the contractor determines that the power available at the buss duct location is not sufficient to feed the power requirements of the new blast booth enclosure, then the contractor shall obtain the power from the southeast electrical vault location. The Contractor shall provide and install 1 each 400 amp underwriters Lab (UL) listed and labeled electrical power panel for the 277/480 V, 3ph electrical power required for the new building enclosure. The power panel shall be UL listed and labeled and it shall have a minimum of 42 circuit breaker spaces and all of the necessary circuit breakers. The circuit breakers shall also be UL listed and labeled. The new installed electrical panel shall be located inside the new blast booth building enclosure at a central location that is easily accessible and out of the way of material handling equipment. The contractor shall coordinate the electrical panel location with the government project manager. The contractor shall also provide and install 1 each 100 amp rated electrical power panel that is UL listed and labeled for the 120/208 V, 3ph power requirements in or at the new building enclosure. The power panel shall have at a minimum 42 circuit breaker spaces and all of the necessary circuit breakers to provide the power requirements of the new building enclosure. All circuit breakers shall be UL listed and labeled. The contractor shall calculate, provide, and install a UL listed and labeled transformer to step down the power from the new 480/277 V panel to the 120/208 V panel. This step down transformer shall have all copper windings. Aluminum windings shall not be allowed. All electrical wiring for any and all power requirements shall also be copper wire. Aluminum wire shall not be allowed. All buss connections and electrical busses provided in any electrical equipment or panels shall be copper only. Aluminum shall not be allowed for any electrical busses or any portion of the electrical work in this project. The Contractor shall provide the electrical design proposals for review. The contractor shall schedule and submit outage documents for any required utilities outages (electrical, excavation, water, etc.) The enclosure shall be equipped with electrical surge suppression protection inside the new building enclosure and it shall be UL listed and labeled and meet underwriters Lab (UL) certification requirements. All of the electrical materials supplied, electrical engineering design, and installation work shall be in compliance with latest National Electrical Code (NEC), UFC’s, UL, and Hill AFB facility design requirements.

2.9 LIGHTING: Shall be ceiling‐mounted light‐emitting diode (LED) light fixtures. The light fixtures and LED lights shall be rated 100 foot‐candles at a minimum with a color temperature rating of 5100k at the work surface. The lighting layout shall be designed for the correct number of light fixtures and the light fixtures shall be optimized and located to provide required lighting for the complete blast booth enclosure process area. The light switch system shall be designed to allow for all of the lights to be on or for half of the lights to be turned on or off at any time. The design shall strategically place the half banks of lights evenly around the ceiling enclosure area so that if only half of the lights are on the entire area still has even lighting. There shall also be emergency lighting with battery backup provided and this shall be designed to meet all code and specification requirements. The contractor shall use the existing lighting electrical power panel for the light power requirements in the new building enclosure. This electrical panel is located inside the main building 507 process area near the entrance door to the new enclosure. This electrical panel has spare breaker spaces and the customer wants this electrical panel used for the lighting because they use an automated maintenance program for all of the building lighting. There shall be light switches at the entrance to the enclosure to turn all of the lights off or half of the lights off as stated above. Note: The contractor shall verify that there is enough capacity available in this existing lighting electrical panel. If there is not enough capacity in the existing electrical panel, then the contractor shall be required to tie into the new 480/277 V panel to include any and all other required electrical parts for a full and complete lighting system. There shall also be lighting outside of the building to illuminate the roll up door area and man door areas at night and the outside door lighting shall have photocells to automatically control each light.

2.10 FIRE ALARM SYSTEM: Fire alarm and mass notification systems shall connect with the existing fire alarm system and operate according to the National Fire Protection Association (NFPA) 72 and UFC requirements. Any modifications to the system need to be approved by the Base Fire Department and base alarm shop. The fire alarm system shall be interlinked with the blast media system equipment and the HVAC system. In the event that there is a fire alarm activated the fire alarm interlink shall shut down all of the blast media systems equipment and also the HVAC equipment. The contractor shall design and provide a fire suppression and alarm system that meets ETL 02‐15, UFC 3‐600‐01, NFPA 72, and all other the applicable requirements, including Air Force Civil Engineering Center (AFCEC) Interim Guidance that is given precedence for the operation of the building 507 new enclosure.

2.11 FIRE SUPPRESSION: The contractor shall design and provide a fire suppression and alarm system that meets ETL 02‐15, UFC 3‐600‐01 and all other the applicable requirements, including Air Force Civil Engineering Center (AFCEC) Interim Guidance that is given precedence for the operation of the building 507 new enclosure. The contractor shall survey and evaluate the existing available Hill AFB fire protection water distribution system and conduct water flow tests, water volume test, and pressure tests as necessary to determine that there is enough water capacity to be able to provide a design that meets all of the requirements. The contractor shall submit detailed building sprinkler shop drawings and calculations to the base fire department and to the Government project manager prior to beginning the construction of the building enclosure for the two blast booths. The shop drawings submittals shall include all water testing results and calculations, etc. Note: All ferrous materials and water lines that are in contact with the earth shall have cathodic protection. The fire protection water piping system shall have cathodic protection installed by the contractor. See cathodic protection in the Hill AFB Facility Design Standard. The drawings shall be signed and stamped by a professional fire protection design engineer (FPDE).

Plans and calculations for new systems or modified systems, construction (shop) drawings and calculations must be prepared by an individual that has obtained National Institute for Certification in Engineering Technologies, Automatic Sprinkler Systems, Level III certification, or Special Hazards Suppression Systems, Level IV certification, in accordance with the applicable NFPA code. A registered professional engineer licensed to practice fire protection engineering in Utah must stamp the shop drawings prior to submitting the fire extinguishing system shop drawings to the appropriate contractor’s designated Fire Protection Engineer.

System working plans and calculations must be prepared and submitted for approval by a registered professional fire protection engineer or an individual that has obtained National Institute for Certification in Engineering Technologies, Fire Alarm Systems, level III certification (minimum) in accordance with NFPA 72 and UFC requirements. Submit the fire alarm reporting system, fire alarm evacuation system, and automatic fire detection system construction (shop) drawings to the appropriate components designated Fire Protection Engineer. A registered PE licensed to practice fire protection engineering in Utah must stamp the shop drawings prior to submitting them. The final fire suppression system installation shall be tested in coordination with the Hill AFB Fire Department and a report of the results shall be submitted to the Hill AFB Fire Department and the Government project manager.

The Qualified FPDE shall have a Bachelor of Science or higher level of education in fire protection engineering with curriculum accredited by the Accreditation Board for Engineering and Technology (ABET) as a professional engineering curriculum at a university or school of engineering. The FPDE shall have as a minimum 5 years of work experience in fire protection engineering or a Professional Engineer (PE) license by examination, National Council of Examiners for Engineering and Surveys (NCEE) fire protection engineering written examination, or a PE license in a related discipline with a minimum of 5 years work experience in fire protection engineering. The AE firm that the MACC III contractor hires shall confirm that the FPDE’s credentials and education comply with the definition of a qualified FPDE. The FPDE shall have the required experience in the design and construction of Hill AFB buildings fire protection systems of similar complexity, drawings, and specifications.

Note: There shall be a Final Inspection of the complete fire suppression and alarm system that is installed for this new building blast booth enclosure area.

2.12 HEATING AND VENTILATION: The equipment enclosure addition shall be equipped with direct fired natural gas heaters located as to not interfere with the blast booths or associated equipment as seen on the preliminary drawings. They shall be located where they can be easily serviced. The equipment and installed locations also have to meet all fire code requirements. Winter controlled temperatures requirements shall be 68 +/‐ 4 degrees F. The equipment shall be anchored correctly to meet seismic requirements for this geographical part of the State of Utah. The new enclosure addition air pressure needs to remain slightly negative compared to the main building 507. The contractor shall design the ventilation system so that it pulls enough make up air for this enclosure area and the system shall have proper controls to make sure the new enclosure are is kept at the proper pressure at all times. The contractor shall make sure that the ventilation design and installation does not allow air from the enclosure area to migrate into the main building 507 process area. The blast media and the paint that is removed from parts during the bead blast process is considered hazardous and the contractor needs to design the ventilation system so that the blast booth enclosure is always at a negative pressure compared to the main building 507 so that the contaminants do not migrate into the main building 507 process area. There are three make up air units in the main building 507 area near this new enclosure and they provide 35,000 CFM each of makeup air for a total of 105,000 CFM to the main building area, make up air will be pulled from the main building 507. The contractor shall evaluate and verify the correct exhaust rates, ventilation rates, and the required make‐up air for the enclosure area for the design. The contractor is ultimately responsible for the correct amount of make air that is provided to this area. The contractor shall provide and install an accurate pressure measuring and monitoring device that verifies that the enclosure area remains at a negative pressure and the contractor shall provide and install a room pressure display on the wall that shall show the room pressure at all times. The amount of negative pressure shall not be so great that it impleads or interferes with the blast booth exhaust equipment operation, or cause trouble with the opening or closing of any room doors. The complete new heating and ventilation system shall comply with UFC 4‐010‐01, Department of Defense (DOD) minimum antiterrorism standards for buildings.

2.13 ENTRY INTO THE ENCLOSURE: The existing doorway from the main building shall be widened and expanded. The contractor shall remove the present existing temporary wall sections being used to cover the opening. The new opening shall be approximately 22 feet wide by 13 feet tall, to allow easy entry of the material handling carts which roll on wheels and will be manually pushed into and out of the blast booth enclosure area. Note: There are electrical conduits and wiring that may need to be relocated to increase the door opening height and to frame and flash the opening. The entryway elevation of the existing building 507 floor shall be continued into the new enclosure area without any elevation changes or floor elevation obstacles. This is required to provide smooth and easy transition of the material handling carts that are manually pushed into and out of the new building enclosure and blast booth area. The door way opening shall be structurally framed and flashed to provide a nice looking transition from the main building area into the new building enclosure area.

2.14 HAND RAILING AND STAIRS: The contractor shall install stairs and dock railings that meet OSHA safety and design requirements at the east side of the dock perimeter elevation drop off areas. These railings and stairs shall be primed and painted grey. Stair accesses shall be designed, built, and installed as shown on the supplied concept drawings. All hand rails, and stairs shall meet all OSHA and Hill AFB safety requirements. They shall also meet the IBC and NFPA regulations. The approximate locations for the railings and stairs are shown on the supplied layout drawings. Note: The drawings also show an operator walkway platform between the two blast booths that will not be part of this project and this platform will be installed under a separate contract. This operator walkway platform shall not be part of this project. The platform will be part of the two blast booths project that will be done later under a separate contract.

2.15 EQUIPMENT STORAGE DURING CONSTRUCTION: The Government will provide a dedicated area for the contractor to use for storage of equipment or construction supplies delivered to the site before or during construction.

2.16 OFF‐LOADING AND HANDLING: The contractor shall be responsible for all off‐loading and handling of all project related construction equipment and materials. Damages incurred to any and equipment and materials during contractor, subcontractor, or contractor supplier related off‐loading and handling damages shall be the sole responsibility of the contractor.

3. General Base Requirements and Security

3.1. The Contractor shall be required to meet the same security requirements as government employees for access to Hill AFB.

3.2. The Contractor shall complete and submit to the Hill AFB Contracting Officer all required forms for Base Access/Common Access Card (CAC)/Defense Biometric Identification Systems (DBIDS) for each employee requiring access to Hill Air Force Base and to the project construction site area during this project construction time line.

3.3. The Contractor shall complete and submit the necessary forms to the Hill AFB Contracting Officer for each employee who must have access to a controlled area at the construction site.

3.4. The Contractor employees shall identify themselves by wearing a government issued ID badge displayed above the waist at all times while on the Government installation. The identification shall clearly identify the individual as being a contractor employee.

3.5. During performance of the contract and at the termination or completion of the contract, the Contractor shall be responsible for prompt return of all badges and credentials for any employee who no longer requires access to the project work site. Lost badges shall be reported by the contractor to the Maintenance Group Security Officer within one working day of a lost badge occurrence.

3.6. The Government, at the sole discretion of a government authority, may deny site access or immediately remove any contractor employee from any government property, facility, and or installation if that authority determines such action is necessary to protect or preserve government property, insure safety, insure security, and or to maintain good order and discipline.

3.7. Contractor employees who have access to the Hill AFB Government facilities, or critical information shall be trained annually of all requirements for Operations Security (OPSEC), Antiterrorism, and security education within 90 days after initial award of the project contract. Refer to IAW AFI 10‐245.

3.8. Facility Security: The contractor shall be responsible for safeguarding all contractor owned property and any government property that may be provided for contractor use. The contractor shall secure all equipment or tools at the close of each work day and also secure the property and materials by closing and locking all doors and windows or building entry access areas.

3.9. Key Control: The contractor shall establish and implement methods of ensuring that all keys/key cards issued to the contractor by the government are not lost or misplaced or used by unauthorized persons. The contractor shall not duplicate keys issued to them by the Government. NOTE: All references to keys also include key cards.

3.10. The contractor shall immediately report the occurrences of a lost key to the appropriate Security Managers.

3.11. The contractor shall prohibit the unlawful use of keys issued by the government. No unauthorized persons shall use the keys. Only the persons that are issued keys shall have use of the keys. The contractor is responsible to make sure that only his or her authorized employees are using the government issued keys. The contractor shall prohibit the opening of locked areas by contractor employees to permit entrance of persons other than contractor’s employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Security Managers.

3.12. CONSERVATION OF UTILITIES: The contractor shall instruct his or her employees in the use of utilities conservation practices and implement these procedures. The contractor shall be responsible for these utilities conservation practices which apply to this new building enclosure project.

3.13. HOURS OF OPERATION: Normal Hours of Operation: Normally the contractor shall have access to the facility from 6:00 am to 11:59 PM seven days a week. Normally two work shifts will be allowed to meet the demands of completing this project on time. The contractor shall communicate any required or important information to the project manager or to the customer process engineer during normal hours of operations (from 6am to 4pm Monday thru Friday). There may be times when the government may need to change these normal operating hours.

3.14. Recognized Holidays: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Days, Thanksgiving Day and Christmas Day. If the holiday falls on Saturday, it is observed on Friday. If the holiday falls on a Sunday, it is observed on Monday.

3.15. COMM: Per the customer’s instruction there shall be no communications required, except for the HVAC system requirements of COMM for the EMCS office. The contractor shall be required to provide all communications materials, equipment, and installation to provide this EMCS connection to the HVAC system and also all the required software programing for an operational Hill AFB standard operating energy management system.

3.16. The contractor shall also be required to provide all Fire Suppression system equipment and installation including the fire reporting communications and alarm system.

4. REQUIREMENTS DOCUMENTS

4.1. The Contractor shall identify and comply with all applicable federal, state, local DOD and Air Force requirements whether or not specifically listed. See Appendix A of the MACC III Basic SOW for a partial list. This SOW calls out appendices, addendums and attachments throughout. For example: Appendix 1 is the Base Facility Design Standard. Addendum 1 is AFCEC Interim Guidance and Addendum 2 contains four concept drawings: AD101, A101, M101 and E101. Attachments include AutoCAD drawing templates, facility surveys on Asbestos Containing Materials (ACM) and Lead Based Paint (LBP). Addendums 3, 4, 5 & 6 contain the Hill AFB General Specifications.

Note: There is a small amount of Lead Based Paint (LBP) that has been identified at the project site and it is described in the Asbestos Lead Based Paint Limited Inspection Report dated 24 March 2017. This LBP shall be abated by the Government abatement personnel. The contractor shall coordinate with the Government to schedule the abatement of this LBP. The Government contact person for the abatement work is Traver Andreasen: DSN (801) 586-7094 or Cell: (801) 430-3976. The contractor shall contact Traver once there are enough design drawings information. These drawing are required prior to abatement so that Traver can identify the areas which will be disturbed and therefore require paint abatement (removal).

4.2. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, AND PROPERTY (GFI, GFE, GFP)

4.3. The Government shall not provide any GFI, GFE, or GFP.

5. MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

The Contractor shall implement the range of construction and engineering activities specified in this SOW and IAW all applicable compliance documents. The Contractor shall supply all labor, equipment, and materials necessary to accomplish the work assigned unless otherwise specified in this SOW. The Contractor shall perform management and planning functions, including performance measurement and fund status reporting, through the course of this effort.

5.1. Schedule:

The contractor shall maintain a detailed working schedule that facilitates the management of the project work and provides the capability for early identification of potential schedule impacts. The schedule shall include negotiated baseline dates and current schedule projections. The current schedule shall be maintained and updated at least monthly to accurately reflect program progress and provide realistic forecast projections. The contractor shall provide schedule updates at either a detailed level or a summary level as requested by the GPM or COR. Additionally, schedule updates that reflect actual schedule progress shall be submitted on AF IMT 3065 or as approved by the CO.

5.1.1. Project Schedule and Planning Requirements

DESIGN STAGES

Design Charrette: Note: Provide initial concept floor plan at this time.

DESIGN SCHEDULE TIME LINES

10 Calendar Days After Notice to Proceed (NTP)

35% Design Government Review 20 Calendar Days 5 Calendar Days Review Meeting 1 Calendar Day 90%Design Government Review Review Meeting 30 Calendar Days 10 Calendar Days 1 Calendar Day 100% Design Government Review Final Design

Total Design Time 90 Calendar Days

CONSTRUCTION TIME

SCHEDULE TIME LINES

Total Construction Time 180 Calendar Days for construction completion.

Project Complete by The project shall be completed and ready for occupancy no later 270 calendar days after NTP or no later than 25 January 2018.

TOTAL PERFORMANCE PERIOD

270 Calendar Days

Item:

GENERAL PLANNING CONSIDERATIONS

Remarks:

The Government shall release the contractor to start the construction site work demolition if the 35% design drawings show the site work plan and the Government approves the site work plan drawings in writing. The contractor shall not start the construction of any footings, foundations, rebar placement, or any concrete work until the government has reviewed the Professional Engineer (PE) licensed and stamped structural drawings and has approved the PE stamped drawings in writing.

Project Funding:

This project is funded by 309 CMXG, DMAG Contractor access, staging, storage areas, dumpster locations, chutes and covers for debris removal Airfield restrictions apply. Customer shall provide the contractor allowed area.

Availability of Reference Materials: Site survey, Plant, Operation and maintenance manuals,…