Texas Military Department – STAR Campaign FY16 … · Fairview Readiness Center Major Maintenance...

Texas Military Department – STAR Campaign FY16

Fairview Readiness Center Major Maintenance

Building Assessment Report

For

Texas Military Department

October 2nd, 2015

Freese and Nichols, Inc.

4055 International Plaza

Fort Worth, Texas 76109

FNI Project Number ADG15374E

Project Number 48160100, TX15-ENG (AE)-31

TEXAS REGISTERED ENGINEERING FIRM F-2144

TABLE OF CONTENTS

1.0 PROJECT OVERVIEW .............................................................................................................. 4

1.1 PROJECT DESCRIPTION .............................................................................................. 4

1.2 PROJECT TEAM .......................................................................................................... 4

1.3 PURPOSE OF THIS REPORT ........................................................................................ 6

2.0 EXISTING CONDITION ASSESSMENT ...................................................................................... 7

2.1 Architectural Systems ................................................................................................ 7

2.2 Structural Systems ..................................................................................................... 8

2.3 Mechanical Systems ................................................................................................ 10

2.4 Power Systems ........................................................................................................ 11

2.5 Lighting Systems ...................................................................................................... 13

2.6 Fire Alarm System ................................................................................................... 14

2.7 Telecommunications (IT) ......................................................................................... 14

2.8 Plumbing Systems ................................................................................................... 15

2.9 Fire Protection Systems ........................................................................................... 17

2.10 Landscape Irrigation Systems .................................................................................. 18

3.0 ACCESSIBILITY IMPROVEMENTS .......................................................................................... 18

4.0 OCCUPANT SAFETY/SITE SECURITY IMPROVEMENTS ......................................................... 19

5.0 FUNCTIONAL IMPROVEMENTS ........................................................................................... 21

6.0 SYSTEM IMPROVEMENTS .................................................................................................... 22

6.1 Mechanical Systems ................................................................................................ 22

6.2 Power Systems ........................................................................................................ 23

6.3 Interior Lighting Systems ......................................................................................... 24

6.4 Exterior Lighting Systems ........................................................................................ 25

6.5 Telecommunications (IT) Systems ........................................................................... 25

6.6 Fire Alarm System/Mass Notification System ......................................................... 26

6.7 Structural Systems ................................................................................................... 26

6.8 Plumbing Systems ................................................................................................... 26

6.9 Fire Protection Systems ........................................................................................... 26

Prepared by Freese and Nichols, Inc. 3

6.10 Landscape Irrigation Systems .................................................................................. 27

7.0 OPINION OF PROBABLE CONSTRUCTION COST .................................................................. 27

LIST OF APPENDICES

APPENDIX A .................................................................................................. STATEMENT OF WORK

APPENDIX B ............................................................ OPINION OF PROBABLE CONSTRUCTION COST

APPENDIX C ............................................................................................................... CODE REVIEW

APPENDIX D ....................................... SPACE CONCEPT SKETCH AND OCCUPANCY CALCULATIONS


1.0 PROJECT OVERVIEW

1.1 PROJECT DESCRIPTION

Freese and Nichols, Inc. (FNI) was contracted by the Texas Military Department in September of 2015 to

provide condition evaluation, concept design, and final design to renovate and modernize the Camp

Mabry Fairview Readiness Center in Austin, TX. This report covers the condition evaluation of the building

and is the first step in determining the scope of design that will meet the Owner’s requirements within

the proposed renovation budget.

Camp Mabry Fairview Readiness Center is a two story building with basement located on the Camp Mabry

campus and is owned and maintained by the Texas Military Department. The building was constructed in

1951 and is occupied in whole by the Texas National Guard. The building has a gross area of approximately

32,358 square feet (8,398 Sq. Ft. Basement; 15,945 Sq. Ft. First Floor; 8,015 sq. Ft. Second Floor) and

consists of offices, conference rooms, classrooms/training areas, storage areas, restrooms, classified

rooms, IT rooms, mechanical rooms, a drill hall and a kitchen.

The Texas Military Department initiated the STAR Campaign renovation project to resolve code issues,

Anti-Terrorism Force Protection (ATFP)/Life Safety inadequacies, functional space deficiencies and end of

life building systems.

1.2 PROJECT TEAM

The project team shall include the following members:

The Texas Military Department Team

Program Manager and Main Point of Contact: Mr. David Perry, Design Branch Chief

(512) 782 6023

[email protected]

Project Manager: Design Phase Mr. Greg Arehart, Design Branch

(512) 782 6876

[email protected]

Energy Manager: Mr. Rick Selin – Construction Project Manager

(512) 782-6035

[email protected]

Technical Support: Mr. Shakeel Ahmad

(512) 782-5276

[email protected]

Project Manager: Construction Phase Mr. Tom Loftis

(512) 525-5892

[email protected]


Facilities Maintenance: Mr. Rolando Gonzalez

(512) 782-6969

[email protected]

Construction Phase Inspections: Mr. Russel McDonald

(512) 970-1309

[email protected]

FNI Design Team

Program Manager and Main Point of Contact: Mr. Vimal Nair, P.E.

(817) 735-7539

[email protected]

Project Manager: Final Design Mr. Curtis Spraggins, P.E.

(817) 735-7458

[email protected]

Project Manager: Construction Phase Services Mr. Tanner Griffin, CMIT

(512) 617-3154

[email protected]

Mechanical Design Mr. Vimal Nair, P.E.

(817) 735-7539

[email protected]

Plumbing Design Mr. Scott Vaughan

(817) 735-7346

[email protected]

Electrical/Fire Alarm Design Mr. David Beckman, LC

(817) 735-7341

[email protected]

Architectural Design Mr. Chris Kaspar, AIA

(817) 735-7307

[email protected]

Structural Design Mr. Michael Robertson, PE

(817)735-7376

[email protected]

Civil Design Mr. Brett Bristow, PE

(214) 217-2225

[email protected]

Landscape Design Mr. Matt Milano, RLA

(817) 735-7471

[email protected]

FNI Sub-Consultants

Topography/SUE Gorrondona & Associates, Inc.

Data/Telecom Moye Consulting

Geotech/ Construction Materials Testing HVJ Associates

HAZMAT Testing/Abatements IHST, Inc.

TAS Review Services K+K Associates, LLP

Construction Cost Estimation CCM Construction Services, LLC


1.3 PURPOSE OF THIS REPORT

The main purpose of this report is to provide a concise package of information depicting the analysis of

existing conditions at the Camp Mabry Fairview Readiness Center and to layout the various renovation

options (along with their associated costs) available to the Texas Military Department so that they may

prioritize renovation tasks for the facility. The goal of this report is to finalize the project scope that will

fit within the Owner’s construction budget, and to allow the design team to solidify the conceptual design.

The report functions as tool to document and communicate the design team’s approach in the

development of the schematic design documents.

The report is developed to accomplish the following:

• Provide clear direction and define scope of work pertaining to the renovation of the Camp

Mabry Fairview Readiness Center;

• Documentation and analysis of the condition of the existing facility;

• Provide multiple options for facility improvements that will help improve the building in the

following ways:

• Building accessibility (as dictated by code),

• Occupant safety (as dictated by ATFP),

• Space functionality,

• occupant comfort,

• reduce maintenance issues ;

• Meet LEED Silver certification standards and

• improve the overall energy efficiency of the building;

• Provide an opinion of probable construction cost for each major component of the upgrade,

which will allow the Texas Military Department to make an informed decision when identifying

their preferred renovation scope for the building.

The scope of the HVAC evaluation and concept design report is based primarily on the statement of work

dated May 21, 2015 for investigative (Type A) services. A copy of the scope of work is included in Appendix

A of this report.


2.0 EXISTING CONDITION ASSESSMENT

Fairview Readiness Center consists of offices, conference rooms, classrooms/training areas, storage areas,

restrooms, classified rooms, IT rooms, mechanical rooms, a drill hall and a kitchen. It resides at the

northwest corner of the Camp Mabry campus, within a fenced compound that covers 10.9 acres.

Figure 2.1.1: Camp Mabry Fairview Readiness Center Front Entrance

2.1 Architectural Systems

Exterior: The original exterior finish is an orange brick veneer with an air gap and a cmu backup. A facility

addition in the 1980’s provided an additional layer of beige face brick to the front façade of the army wing

of the building. Some bricks have cracks running through them, with this being more prevalent at openings

on the areas with the newer brick overlays. At the corners of the areas with the newer beige brick overlay,

bricks were cracked or missing. In the original orange brick, holes were noticed. There are locations with

cracks in the joints throughout the exterior façade. Windows are metal with tinted glazing. Window sills

are cast stone in the existing areas with sloped brick sills in the updated areas.

Existing building signage is located on the building West face and is composed of a metal sign supported

by two metal posts. There is no signage addressing the street address, as is required for 911.


The parking lots and drives around the building is asphalt. The asphalt is heavily worn in areas. ADA

striping for parking and signs was not noticed.

Interior: Most walls are painted CMU or glazed CMU that is found in the restrooms. Floors are sealed

concrete, vinyl tile, ceramic tile or carpet. The floor to wall tile is either rubber or ceramic tile, depending

on location. Ceilings are 2’x4’ acoustical tile when present, painted gypsum board or exposed ceilings that

are painted. All building doors are hollow metal painted to match the building trim. Window coverings,

where present are fabric mesh that are in need of replacement as some are torn. ADA signage is missing

throughout.

2.2 Structural Systems

Structural drawings of the original building were not available for the condition assessment. Incomplete

drawings of the 1980’s building addition and renovations were provided. Per the very limited drawings

and visual observations, the following is a brief description of the of the structural framing and foundation

systems for the Fairview Readiness Center. The high roof framing over the drill hall consists of rigid steel

frames spanning the width of the drill hall. It is assumed the low roof framing over the front, back, and

sides of building around outside of drill hall consists of steel open web joists or wide flange steel beams

supported on load-bearing masonry walls. The structural roofing appears to be precast concrete or

gypsum tongue and groove planks. The vault roof is a reinforced concrete slab supported on load-bearing

masonry walls. There is a second floor behind and within the back of drill hall area and between drill hall

and building addition. There is a basement around the perimeter of the drill hall which is framed with

reinforced concrete walls, ceiling, and floor. The foundation consists of reinforced concrete grade beams

and it is assumed the grade beams are supported on drilled piers. It is assumed the basement walls are

supported on drilled piers or continuous footings. Grade beams are designed to support the loads from

the load-bearing and non-load-bearing masonry walls and to span horizontally between piers. The

reinforced concrete floor slab is supported on the subgrade and isolated from the grade beams. There is

an expansion joint between the floor slab and grade beams. This is commonly called a floating slab.

In general, the structural framing and foundation of the building are in fair condition, considering the age

of the building. Note that this condition assessment of the structural framing and foundation is based on

limited visual observations only. The following is a summary of visual observations.

The floor slab has experienced settlement and/or differential movement over the years resulting in the

floating slab to be as much as approximately 3/4” below top of grade beams in some areas. Typically,


settlement and/or differential movement of less than one inch is acceptable. At door openings, top of

floor slab and top of grade beams are typically flush with each other. It is possible slabs are doweled to

grade beams to help prevent settlement and/or differential movement at doors. There are some light to

moderate cracks in slabs at some doors which indicates slab may be doweled to grade beams. Some of

the floor slab areas have cracks which could be a result of temperature and shrinkage and/or the

settlement and/or differential movement of the slab. Construction joints are spaced over 20 feet apart in

the drill hall slab. No other construction joints or contraction joints were observed in the remainder of the

slab. A lack of contraction joints and light reinforcement could be a reason for the cracks in the slab. There

are a few minor concrete spalled areas in the slab, mostly at some joints at door openings that should be

repaired. No significant structural issues are believed to have developed due to the settling and/or

differential movement of the slab. The cracks in the floor slab could be repaired for aesthetic reasons if

desired but there is no guarantee that cracks will not reappear.

At the exterior grade beams, minor cracks were observed at 3 or 4 locations, mostly on the north-

northwest and west side of building. There are cracks at northeast and southeast corners of the building

that need repaired. There are a few minor concrete spalled areas, some with exposed reinforcing steel,

on east side of building that need repaired. Exterior concrete stairs on east side of building have spalled

nosings that are in need of repair, assuming they are to remain. In the basement, there is a full height,

1/32-inch, or less, wide, vertical crack in southwest wall that needs repaired. Also, in the west basement

area, there are some spalled areas with exposed reinforcing steel in the concrete slab ceiling that need

repaired.

Some cracks were observed in the interior and exterior masonry walls. The interior walls have cracks

located at top corners of some openings and in general are considered minor cracks and not a concern.

There are cracks in the walls located at the west vestibule entrance into the drill hall that are a concern

and needs repaired. On the north exterior wall, there is a 3/16-inch, plus or minus, wide vertical crack at

top corner of a window opening that extends to top of wall. At same window, there is a 3/16-inch, plus or

minus, wide vertical crack at bottom corner of window opening that extends to bottom of wall. The client

mentioned that the northwest corner of building has possibly settled which could be one explanation for

the cracks. This is a wall where an additional wythe of brick was added outside the original brick which

would have resulted in a significant additional load of approximately 400 pounds per linear foot to the

foundation. However, settlement of the foundation was not obvious from visual observations. Also, at the

west exterior entrance to the drill hall, there is a 1/4-inch, plus or minus, wide vertical crack above door

opening that extends to top of wall. At the same door, there is a minor crack at one top corner of door.


This is also a wall where an additional wythe of brick was added outside the original brick. On the north

jamb of the overhead coiling door at the drill hall, the brick is bowed out approximately 1/2-inch adjacent

to low roof. There are some minor cracks in the exterior face of walls, mostly at openings. It is apparent

that previous repairs to cracks have been made over the years. No control joints were observed in the

masonry walls throughout the building which is unusual for masonry buildings. A lack of control joints to

allow movement may be a main reason for the cracks in the masonry walls. It is recommended to repair

cracks.

2.3 Mechanical Systems

The Camp Mabry Fairview Readiness Center consist of offices, conference rooms, classrooms, kitchen,

workout/weight training area, Drill hall, hallways/corridors, restrooms and janitor closets, storage areas,

mechanical areas and a vault. The heating, ventilation and air conditioning systems provided for these

areas vary by occupancy type and are listed below as identified during the site investigation visit:

• Offices, conference rooms, classrooms: Air-conditioned;

• Kitchen, workout/weight training area, restrooms and janitor closets: Air-conditioned and

ventilated;

• Vault: Heated and dehumidified (stand-alone dehumidifier);

• Drill hall: Heated only;

• Mechanical areas and hallways/corridors: No HVAC system provided (transfer air only).

Heating Systems:

Heating for the Camp Mabry Fairview Readiness Center is carried out by two different types of heating

systems; a hydronic heating water loop that serves the floor mounted unit ventilators in all air conditioned

areas uses a four pipe system, and deck suspended electric radiant heaters that serve the drill hall and

electric propeller heater that serve the vault.

The gas fired boiler serving the heating loop is approximately 13 years old but seems to be in fair working

condition. The heating water pump serving the boiler is nearing the end of its life. The heating water piping

was replaced fairly recently (1-3 years old) and seems to be in good condition, however mold growth is

visible on the insulation jacketing. The electric radiant heaters serving the drill halls are in fair condition

but nearing the end of their useful life. The electric propeller heater serving the vault is in poor condition.


Ventilation Systems:

General ventilation for the Camp Mabry Fairview Readiness Center is carried out by wall mounted

propeller fans located in the basement and transfer grilles located on the first floor. The propeller fans

are in poor condition. Wall and roof mounted centrifugal exhaust fans serving the restroom and janitor

closets are in poor condition. Roof mounted centrifugal exhaust fan serving the kitchen hoods have also

reached the end of its useful life.

Air Conditioning Systems:

The air conditioning system in the Camp Mabry Fairview Readiness Center is provided by a chilled water

loop that serves floor mounted unit ventilators using a four pipe system. Additionally, several split DX

systems serve interior zones of the building.

The air cooled chiller serving the chilled water loop is located in the back of the facility and is in fair to

poor condition. The chilled water pump is located in the basement mechanical room and has reached the

end of its useful life. The chilled water piping was replaced at the same time as the heating water piping

and is in good condition. The split DX units and the ductwork system serving the indoor areas of the

building are in good condition. Both the air cooled chiller and the split DX units have R22 refrigerant which

will be phased out in 2020.

The stand-alone dehumidifier serving the vault is in fair condition.-

HVAC Controls:

The HVAC system serving the Camp Mabry Fairview Readiness Center is controlled by a proprietary

Reliable control system which was installed when the hydronic system was put in place. TMD is unable to

monitor the existing control system and the system has multiple control issues.

2.4 Power Systems

Electrical service to the building is configured as a 208Y/120V 3-phase, 4-wire, 60HZ system. Service

extends underground from a utility-owned power pole to a pad-mounted 500KVA transformer. Secondary

service from the service transformer is routed underground to the NE corner of the building and turns up

into a CT cabinet, approximately 5’x5’x1’ deep, located on the building exterior. Service conductors are

ran from the CT cabinet thru additional junction boxes and wireways and tapped to several disconnect

switches that serve not only this facility but also the Navy building and the vehicle maintenance building

to the east. Several of the disconnect switches (ranging in size from 100A to 600A) and associated conduits

and wireways appear to be original components of the original 1953 installation. A modular building to


the east is served by a 200A disconnect switch located on the Readiness Center. The electrical service to

the modular (Morgan) building is accomplished with an unsupported, overhead 2-inch RGS conduit

spanning approximately 20 feet. There were several NEC violations observed in this area: formed copper

plate installed between fuseholders in lieu of UL-Listed fuses; Incorrect identification of phase conductors

(both “A” and “B” phase conductors wrapped with red insulating tape); ground conductor extending

unprotected and unsupported from a disconnect switch to the Navy building; openings in junction boxes

and wireways, permitting vermin and insect intrusion; conductors routed with no overcurrent protection,

and many other violations.

On the north side of the building is a relatively new 800A disconnect switch that serves a two-section

distribution panel located on the 2nd floor mechanical room. The feeder for this panel is routed thru the

basement at the ceiling level and penetrates the first floor near the drill hall. The two (2) 4-inch conduits

continue vertically thru the 2nd floor concrete slab and enter the bottom of the distribution panel. The tap

conductors, 800A disconnect switch and corresponding 800A distribution panel appear to be recent

construction. The condition of this equipment appears very good.

The remainder of electrical equipment, conduit, disconnect switches, etc that is routed on or attached to

the face of the building exterior is generally in poor condition. A large majority of the steel conduits and

steel support systems are rusting and are staining the brick façade. Some of the conduit has become

unattached and is unsightly. There are abandoned weatherheads and conduit penetrations in addition to

wiring that has been routed exposed.

Electrical systems inside the building on the basement and first floor levels are varied, ranging from 1950’s

era Square ‘D’ panels in the basement stairwell and first floor corridors to recently installed Eaton/Cutler-

Hammer panelboard(s) installed on the first floor level. An Eaton “Clipper” surge suppressor module

appears to have been a recent addition to several panels. Numerous conduits are surface-mounted at the

basement levels and first floor areas where lay-in ceilings are absent. Multiple penetrations thru floors

and walls are not caulked, compromising the fire rating of the partition. It appears that the building

electrical systems were sporadically modified in small segments over the course of several years. The

aggregate variety of conduit routing paths, installation practices, and material choices used over the years

has resulted in a system today that lacks integration and cohesion. There are numerous panelboards,

disconnect switches, and controllers that have exceeded their life expectancy. The circuitry to this

equipment is also likely to be in need of replacement.


2.5 Lighting Systems

Lighting systems are comprised of both modern light fixtures (LED exit signs, for example) and aged,

outdated inefficient light sources (1x4 fluorescent T-12 wraparounds). Interior lighting for rooms and

spaces is manually switched with toggle switches.

Surface-mounted fluorescent light fixtures provide the majority of lighting for the basement level storage

areas. Many of these fluorescent fixtures have broken or missing lens, probably due to the low ceiling and

functional space requirement for storage and equipment. There are also surface-mounted incandescent

lamp-based light sources (original 1953 construction) with associated reflector on the concrete ceiling.

Abandoned offices in the south side of the basement have 2x2 lay-in ceilings with 2x4 fluorescent troffers,

in addition to one area that has surface-mounted 2x4 fluorescent troffers. Many 2x4 troffers are missing

the door and/or lens. Female restroom/shower uses a combination of wall-mounted and ceiling-mounted

fluorescent light fixtures with prismatic lens, generally in good condition.

The drill hall has updated LED-type “highbay” light fixtures that provide good illumination and appear to

be in excellent shape.

Interior areas on the first and second floors are primarily utilized as offices or classrooms. These spaces

use recessed 2x4 fluorescent troffers in 2x2 or 2x4 lay-in acoustical tile ceilings. Lamps are either T-8 or T-

12 and the fixtures appear to be in overall good working condition. However, lamp types are intermingled

resulting in particular fixtures looking either “cool” or “warm” in relation to the remaining fixtures.

Occupancy sensors were not observed in these areas.

Exterior lighting includes an assortment of wall-mounted “wallpacks” and pole-mounted floodlights. The

north and east building facades have attached wallpacks with yellowing or cracked/broken prismatic lens.

The south side of the building shares a concrete courtyard with the adjacent Navy building and is

illuminated by more modern wallpacks attached to the Navy building. The front, or west, side of the

building has one exterior metal halide light fixture near an exterior pedestrian door leading to the drill

hall. This fixture illuminates the area near the roll-up door but does not contribute to the remainder of

the west façade. The north entrance is illuminated by a single surface mounted incandescent “globe” light

fixture. A single recessed luminaire mounted near the building canopy provides low-level illumination for

the building entrance. Exterior light fixtures were not energized and therefore it could not be determined

if these fixtures were operational, but it is likely that several have exceeded their useful life and need to

be replaced. Additionally, many of the wallpacks use an HPS light source that has inherently low color-

rendering capability.


The north parking/paved areas are illuminated with pole-mounted floodlights with an HPS source. Power

for the floodlights is derived from a pole-mounted transformer near the vehicle maintenance building.

Parking/paved areas at the front (west) of the building are illuminated with an indirect lighting system

composed of a spun aluminum reflector connected to the lamp housing with a vertical HID lamp source

at the base. This light fixture assembly is mounted to a 20’ tapered steel pole on a concrete base. Parking

area indirect lighting fixtures/poles appear to be in good condition.

2.6 Fire Alarm System

There is an existing Mircom fire alarm control panel located near the building entrance on the west

exterior wall. The fire alarm system is a conventional system with 2-wire smoke and heat detectors

installed throughout the facility. Pull stations were observed at the basement, first floor and second floor

areas, primarily near exits. Some of the heat detectors have likely exceeded their life expectancy. There

appears to have been some recent wiring modifications done to the system as evidenced by the relatively

new flexible conduit installation at the control panel. There are no Mass Notification features integrated

with this control panel. It appears all system wiring is installed in conduit or raceways.

2.7 Telecommunications (IT)

Fiber Optic service is routed aerially from a power pole on the north side of the facility to the NE corner

of the Readiness Center. From this point it transitions to a conduit system and is routed on the building

exterior to the drill hall, then penetrates the drill hall at the ceiling and drops down to the first floor IT

closet and terminates at the plywood backboard inside the IT closet. This FO cable connects to a DS3 that

may not be operational. An additional 24PR SM F.O. cable and 50PR CU cable is routed overhead to the

Navy building, routes thru the Navy building and enters the RC facility at the IT closet on the first floor.

The F.O. cable terminates in a rack-mounted LIU. The 50PR CU cable terminates to AT&T service entrance

protector located on the plywood backboard. First floor IT closet equipment includes a main ground bar

w/isolated standoffs, AT&T demark equipment for F.O. and copper cabling, a 19-inch floor-mounted

equipment rack (open) with F.O. patch panel, and a rack-mounted UPS. There is also an existing

208Y/120V panelboard adjacent to the backboard. This panelboard serves outlets located near the

equipment rack as well as lighting and receptacle loads on the first floor.

The second floor mechanical room contains IT equipment for offices on the second floor. There is a small

plywood backboard with a wall-mounted 19-inch equipment rack (open) and a 110 style punchdown

block. Space in front of this equipment is extremely limited due to HVAC system installation. A 12 strand


F.O. cable is routed from the first floor IT closet to this location and terminates to a breakout panel. A

single pair of F.O. cables extends from this breakout panel to a rack-mounted network switch with

connectivity to a rack-mounted patch panel. The patch panel includes green and blue CAT6 cabling to the

second floor offices and is cross-connected to the 110 with a 25PR cable.

The basement level mechanical room contains legacy telephone equipment that can be demolished. A

100PR CU telephone cable from the Navy building is routed aerially from the NE corner of the Navy

building to a weatherhead at the SE corner of the RC facility, then drops vertically and penetrates the

building exterior. The cable continues thru the basement ceiling space and terminates to a series of

enclosures and punchdowns on the north side of the mechanical room. This equipment is no longer used

and should be demolished.

The RC at this location also contains several Wireless Access Points (WAP’s) installed in the basements

and first floor levels. TMD will need to decide is this equipment should be re-used or if the facility will be

hard-wired for connectivity.

There are data drops in rooms throughout the facility, however there existing locations do not meet the

user’s needs. Additionally, the existing IT equipment is installed on a wall mounted rack inside an office,

which is a non-secure space. Critical IT infrastructure is missing, and the system does not comply with G6

security and construction standards.

The IT systems need additional work to bring them up to date with current regulations. Equipment needs

to be locked, either in a separate IT closet or an enclosed equipment rack. All equipment needs to have

the necessary space for accessibility and clearance to grounded surfaces. Grounding should be re-worked

to comply with the current UFC-3-580-01 document.

2.8 Plumbing Systems

Most of the existing exposed drainage piping appears to be the original installation and is due for

replacement. The exposed drainage piping below first floor level in, in the immediate area of the

basement restroom, has been replaced with PVC piping and is in fair condition. The existing buried

sanitary drainage piping system is the original installation and is due for replacement or rehabilitation.

The exposed domestic water service riser in the basement just inside the southeast back wall near the

mechanical room enters the building at approximately 3’-0” above basement floor and turns up to a gate

valve at approximately 4’-0” above basement floor, then continues up to just below first floor for

distribution to the entire building.


The fire hose piping system connects into the domestic water piping in this area. With the exception of

small diameter copper cold water and hot water supply piping connections at plumbing fixtures and

equipment, all exposed domestic water piping is galvanized steel and appears to be the original

installation and is due for replacement. The small diameter copper cold water and hot water supply piping

is in fair condition but is also aged and is due for replacement. All restroom plumbing fixtures are in fair

condition. The showers in the basement women’s restroom/locker room are in fair condition. The men’s

shower on the first floor level although operable, is aged and in need of replacement. The wall mounted

mop sink in the first floor janitors closet is aged and in need of replacement. The chrome plated steel

drainage connections for the plumbing fixtures are aged, rusted in places and due for replacement. Some

of the exposed drainage piping above the first floor level has been replaced with PVC piping and is typically

in good condition. The drainage and vent piping for the two urinals in the first floor men’s restroom have

been replaced with PVC piping from floor level up to the horizontal vent pipe. This PVC drainage and vent

piping for the two urinals is in good condition.

Most floor drains observed throughout the building are cast iron, have noticeable rust internally and

appear to be the original installation and due for replacement. The stainless steel kitchen plumbing

fixtures are in good condition. There is a stainless steel, three compartment, four-leg pot sink with an

attached disposal and booster heater. There is also a stainless steel, single compartment, four-leg hand

wash sink and there is a Cyclone brand commercial gas stove/range that appears to be in good condition

and reportedly still works. There are two ice makers in the kitchen, one of which is connected to cold

water and a drain. Both appear to be in good condition. There is a hand written sign on the connected ice

maker that reads “Needs: Water line maintenance; Drain maintenance; Power supply checked”. The floor

drain in the kitchen has a steel body and PVC internal parts along with PVC drain piping. The PVC and

chrome plated steel drainage connections for the kitchen plumbing fixtures are in fair condition. The

copper and steel domestic water piping connections for the stainless steel kitchen plumbing fixtures are

in fair condition. The existing wall hydrants in the exterior walls are aged and in need of replacement and

have no vacuum breaker fittings.

Most of the existing natural gas piping appears to be in fair condition, much of which was reportedly

replaced within the past few years. The gas enters the building through the basement near the northwest

corner of the building. The gas meter and regulator are just outside at this location. The gas distribution

piping then extends high in the basement along the southwest wall and terminates at the boiler

connection in the mechanical room. The gas distribution piping also extends along the northwest wall,

continues along the northeast wall and terminates above the caged storage areas in the basement. There


is also a gas pipe rising up from the basement to above the first floor ceiling near the northwest stairwell.

This gas pipe continues above the first floor ceiling to serve various unit heaters located above the

basement level. The gas pipe and pipe connections for the kitchen equipment is in fair condition but most

of the gas-fired kitchen equipment is not connected. The kitchen gas piping system is fed from gas pipe

from below floor near the exterior wall in the kitchen exhaust hood area. This gas pipe has a solenoid

valve at floor level which appears to be connected into the hood’s fire suppression control panel. This gas

piping also supplies the kitchen’s dedicated indoor air conditioning unit in A/C closet adjacent to the

kitchen exhaust hood. The gas-fired water heater, domestic water storage tank and associated piping in

the basement mechanical room are aged and in need of replacement.

The floor mounted electric water cooler drinking fountain in the drill hall is aged and in need of

replacement. No grease trap was found for the kitchen plumbing fixtures. The Photo Lab room in the

basement is very aged and out dated. In this photo lab there is a stainless steel sink and an old wooden

floor mounted cabinet with a small insulated domestic water pipe running just below the counter from

one end to the other, stubbing up through the counter to what once was most likely a connection to

counter-top photo lab equipment, which no longer exists. The sink in the photo lab is a stainless steel,

two compartment, four-leg sink that is aged and in need of replacement. There is a second floor

mechanical room with two floor drains. The associated drainage and vent piping including a small

diameter (3/8”) copper domestic water pipe supplying a trap primer unit with exposed copper pipe

discharging into the two floor drains and two additional copper trap pipes continuing below floor to other

floor drains. The two vent pipes extend up on the exterior wall and turn out through the window. The roof

drainage system is an external sheet metal gutter type with sheet metal downspouts on the face of this

building. About half of the building’s downspouts discharge onto splash blocks on grade and the other

half discharge into a below grade storm drainage pipe that extends to an adjacent parking lot. The roof

drainage gutters and downspouts are in good condition. The roofing was in the process of being replaced

at time of our site observations, which will most likely require the removal and replacement of the gutters.

The sewage lift station in the basement mechanical room is rusted, in very poor condition and in need of

major rework and/or replacement of pumps, piping and controls. Along with either replacement or

rehabilitation of the basin and replacement of the steel cover.

2.9 Fire Protection Systems

No fire protection sprinkler systems exists for the building. There is a dedicated fire hose piping system

supplying numerous fire hoses. The fire hose piping system is connected directly into the domestic water


piping system in the basement near the domestic water service entrance. The existing kitchen exhaust

hood over the gas stove in the kitchen is in fair condition and does have a fire extinguishing system. There

is a hand written sign on the hood that reads “Fully functional with lighting”. The control cabinet for this

system is open and will require a service check to determine if it functions properly.

2.10 Landscape Irrigation Systems

No irrigation sprinkler system exists for this site.

3.0 ACCESSIBILITY IMPROVEMENTS

The following accessibility issues were noted during FNI’s initial site investigation:

• Restrooms do not meet ADA Requirements (ADA)

• Water Fountains do not meet ADA Requirements (ADA)

• No accessible path between floor levels (ADA)

• Some door widths are not accessible (ADA)

• It appears that an accessible path from the front parking area to an accessible entrance is not

provided. Also noticed was the lack of striped accessible parking spaces and signage (ADA)

• One-half of entrances are to be ADA accessible. The only entrance that could be accessible is in

question due to the slope of the drive at the overhead door and the height of the threshold at

that man door.

• The second floor does not provide an accessible ramp in the corridor between the second floor

of TMD and the Navy.

• There is a step down immediately exiting the door on the East end of the building. Exiting out of

an exterior door should be onto a level surface, then the steps start.

FNI proposes to rectify the respective accessibility issues as follows:

• Rework restrooms to meet ADA requirements

• Upgrade water fountains to meet ADA requirements

• Provide elevator access to all floors. Elevator to be a freight type of elevator to allow for moving

supplies between various storage areas of the building. At each floor level a new elevator lobby

will be created. The elevator is proposed to be attached to the exterior of the basement and

first floor. There will need to be an addition made to the roof of the proposed location that is

enclosed and conditioned. This will allow access to the second floor. Additionally, the


monuments at the front of the building will need to be re-worked to accommodate the elevator

if its proposed location is accepted.

• Provide new doors with proper accessible width.

• Provide proper number of ADA parking spaces with proper signage and striping. A new entrance

to the building is being proposed that is near the main entrance of the Navy building. This will

allow the entrance to both areas to be brought up to ADA. A curb ramp will need to be provided

from the parking lot to the concrete walkway; rework of the concrete in this area will be

required to accomplish this. Having this entrance accessible to both TMD and the Navy will

allow one accessible path from the parking lot that is directly across the road from the main

entrance serving both buildings. Accessible parking spaces can be provided for both buildings at

this location.

• Provide ramps at accessible entrances. Currently there are three points of egress for the TMD

side of the building. ADA will require two to be accessible.

• Provide a new ramp at the second floor corridor that connects the TMD side to the Navy side.

• New stairs and a ramp are required at the back door of the East end of the building. Exit should

be onto a level surface.

• Provide exterior ladder for roof access

• Provide lactation room for expecting mothers near the women’s restrooms. This room to be

provided with upper and lower plastic laminate cabinets and a solid surface countertop. A sink

is to be provided as well as an under counter refrigerator. Cost associated with this upgrade will

be rolled into restroom rework.

4.0 OCCUPANT SAFETY/SITE SECURITY IMPROVEMENTS

The following occupant safety/site security deficiencies were noted during FNI’s initial site investigation:

• Mold containing materials are present. HAZMAT studies have been forwarded on to the owner.

• Security fencing does not meet ATFP standards. Fencing does not extend to below grade, with

gaps between bottom of fencing and grade varying from 1/2” to 3+”. Currently there are gates

provided for vehicle access through the fencing but there are no man gates provided for egress.

• Unit storage does not meet UFC regulations. Caging should be provided to secure unit storage

equipment.


• Door separation between multiple occupancies do not meet code required fire ratings.

• Exterior windows are not energy efficient and do not meet ATFP requirements for blast

resistance.

• Building lacks fire alarm and suppression system.

• In both egress stairs, the riser height does not meet current code. Also handrails and guardrails

are not the correct height. Currently guardrails are being used as handrails. There is not a

barrier to stop occupants from continuing down the stair to the basement in the case of an

emergency.

• Exterior stair wells leading from the basement level to the parking area do not meet code tread

widths.

• Exterior doors do not meet ATFP blast resistance requirements.

• No permanent means of roof access for service to roof mounted mechanical equipment

• No Lactation room for mothers (UFC)

FNI proposes to rectify the respective ATFP issues as follows:

• Abate Building of Mold

• Upgrade MOV Security Fencing

• Upgrade Unit Storage Caging to meet Regulations

• Provide 20 minute rated openings between occupancies as required

• Provide storm shutters over existing Windows for ATFP. If funds allow, upgrade exterior

windows to AFTP Levels (insulated, laminated, double pane).

• Provide Fire Alarm system with Mass Notification and suppression system.

• Provide new concrete pan stairs to meet code riser height as well as stair tread width. Provide

proper handrails and guardrails. (NOTE: There are options not to upgrade the stairs including

the possibility to “Grandfather” the existing stairs by the Authority Having Jurisdiction. Also, IBC

Section 1009.3, Exceptions 3 and 4, says that stairs are not required to be enclosed if the

building is sprinkled and the opening is protected by a draft curtain and closely spaced sprinklers

in accordance with NFPA 13. Also, Section 3404.1, Exception 1 states that an existing stairway is

not required to comply with Section 1009 where the existing space and construction does not

allow a reduction in pitch or slope.)

• Provide new concrete exterior stairs from the basement level.


• Provide new metal exterior doors that meet blast resistance requirements.

5.0 FUNCTIONAL IMPROVEMENTS

The following items were noted as desired functional improvements to the building and site. These are

not related to code deficiencies:

• Re-purpose remainder of building spaces. Provide insulation on walls that separate conditioned

and unconditioned spaces to meet energy code. New partitions shall be constructed of impact

resistant gypsum board with minimal fur-outs to accommodate insulation.

• The exterior brick shall be power washed after all pointing and sealing of the joints and cracks in

the brick have been addressed.

• A building number shall be installed at the upper left corner of the front façade as directed by

TMD. The address of the facility needs to be added to the front sign for use by 911 personnel.

• The primary parking lot on the west side of the building shall be re-sealed and striped.

• The interior walls shall be painted. Any cracks in existing cmu shall be filled and sanded before

painting.

• Interior floors that are concrete shall be sealed. New ceramic tile shall be installed in restroom

and shower areas. New vinyl tiles shall be installed in offices, classrooms and breakrooms. New

lockers, 12x15 or 15x15, shall be provided for shower areas.

• All new insulated interior hollow metal doors shall be provided. All doors to be painted and

provided with new hardware.

• A new rubber seal shall be provided for the existing overhead door.

• A new breakroom shall be provided on the second floor with upper and lower cabinets, sink,

and layout shall accommodate a large residential refrigerator, commercial ice machine, and

range/stove. A microwave unit shall be installed above the range, and an additional microwave

unit shall be provided for the counter. Coffee bars with sinks will be provided in the Basement

and First Floor. All casework will be plastic laminate with solid surface countertops such as

Silestone.

• New rubber base shall be installed throughout the building, except at ceramic tile flooring in

which a ceramic tile base should be installed.

• Ceilings shall be left exposed and painted throughout, except for restroom and shower/locker

areas. These areas are to have 2’x2’ FRP suspended ceiling tiles in a non-ferrous grid.


• New metal mini blinds shall be installed at all windows except for second story exterior Drill Hall

windows.

• Provide vestibules at all exterior entries to control loss of conditioned air.

• In the restrooms, toilet partitions and urinal screens are to be phenolic. The urinal screen is to

be floor mounted. Sinks are to be installed in solid surface countertops for both sexes. Electric

hand dryers are to be provided.

6.0 SYSTEM IMPROVEMENTS

The following were noted as desired system improvements to the building. These are not related to code

deficiencies, and shall be implemented in tandem with the functional improvements.

6.1 Mechanical Systems

In discussions with the users, TMD’s facilities staff and the CFMO, we have presented two different options

for the renovating the existing heating, ventilation and air conditioning systems at Camp Mabry Fairview

Readiness Center. The first option is the TMD’s and A/E’s preferred option.

Option 1:

The existing four pipe hydronic loop system shall be demolished in its entirety along with associated air

cooled chiller, gas fired boiler, pumps and all piping. The existing split DX units serving the basement areas,

first floor classrooms, first floor kitchen/gym and second floor office areas shall also be demolished in its

entirety along with associated ductwork and air distribution devices. A new variable refrigerant flow (VRF)

system shall be provided to serve all conditioned areas in the building with the exception to the vault, the

new elevator room, certain storage areas and secure data/telecom areas.

Option 2:

The existing air cooled chiller, associated chilled water pump and all floor mounted unit ventilators shall

be replaced with higher efficiency units. The existing gas fired boiler and associated pump shall be

replaced with high efficiency condensing boiler and pumps. All existing hydronic piping in the building

shall be retained and connected back to new chilled water and heating water equipment. The existing

split DX units serving the first floor classrooms and second floor office areas shall be retained. The existing

split DX units serving the first floor kitchen/gym and basement areas shall be demolished in its entirety

along with associated ductwork and air distribution devices. New split systems shall be provided to meet

the requirements of the new floor layout of the basement and the first floor.


System Improvements Common to Both Options:

All exhaust fans currently located in the basement and transfer air openings located on the first floor shall

be demolished and the resulting openings shall be sealed to minimize infiltration of untreated outside air.

Dedicated outside air systems shall be installed to provide treated fresh air at neutral conditions for

building occupants to positively pressurize the building. The treated fresh air shall be delivered directly

into occupied spaces for ventilation and into common areas for building pressurization.

Due to the 24-hour operation schedule, dedicated split DX systems shall be provided to serve the secure

IT/Data areas and the new elevator room.

The drill hall shall be provided with new louvers and roof mounted exhaust fans for ventilation. The

existing radiant heaters shall be replaced with new ones to match the new heating requirements. A new

big ass fan shall be provided in the drill to improve indoor air movement.

The existing propeller unit heater in the vault shall be replaced with a similar unit of appropriate capacity.

All storage areas mandated not to be air conditioned will be provided with new wall mounted ventilators.

The existing building control system serving the facility shall be demolished in its entirety along with all

wiring, conduits and mounted sensors/thermostats. A new BACnet based direct digital control system

compatible with the military network and G6 requirements shall be provided to monitor and control the

building’s HVAC systems.

Air-side and water-side testing and balancing shall be performed to ensure the renovated systems are

working at optimum efficiency.

6.2 Power Systems

Fairview’s electrical distribution system will require a complete renovation; existing feeders, disconnect

switches, and panelboards shall be removed to facilitate new construction. The bulk of existing branch

circuitry is planned to be removed, although it may be practical to leave some concealed conduit in place

for new wiring. Generally all surface-mounted conduit and devices will be removed.

A new 208Y/120V 3-phase, 4-wire, 1200A service from the existing 500KVA utility transformer shall be

provided to a new 1200A switchboard with 1200A MCB located on the basement level. A digital meter

will be provided on the switchboard. A new NEMA 3R rated CT cabinet, meter enclosure and meter shall

be located on the building exterior for the new service. The switchboard shall contain a distribution

section for molded case circuit breakers to new panelboards located on basement, first floor, and second

floor levels. A new electrical room shall be configured at the NE corner of the basement to house the


switchboard and electrical equipment. Panelboards shall be strategically located to serve branch circuitry

in a star arrangement. Switchboard and panelboards shall have integral surge suppression devices; all

panels shall have MCB’s and have copper bussing. A new feeder from the switchboard to the existing

distribution panel at the second floor shall be installed. This distribution panel shall be retained to serve

HVAC equipment.

Provide complete electrical distribution system and associated circuit breakers to serve new lighting,

power, and HVAC equipment. Installation shall include all new wiring and conduit for branch circuitry to

lighting, power, and HVAC components. Remove existing surface-mounted raceways, conduits, outlets,

and devices as much as practical. Existing conduit located in concrete or CMU walls shall be cut flush with

surface, filled with grout, and finished to match surrounding finishes. Wiring shall be copper with XHHW

insulation. New outlets, duplex receptacles, and disconnect switches shall be installed as required for

renovated areas.

Emergency power shall be provided by a new 200KW natural gas fired generator installed on the east side

of the building. The emergency power feeder shall be routed underground to a 400A automatic transfer

switch located in the basement electrical room. The load side of the transfer switch shall feed emergency

power panelboards provided on the basement, first, and second floors. Circuits and equipment deemed

to be critical for functionality during a power outage will be connected to the emergency power system.

The new elevator is planned to be connected to the emergency power system.

6.3 Interior Lighting Systems

Provide new 120V lighting fixtures and associated circuitry throughout facility except for the drill hall. The

drill hall lighting fixtures shall be retained and re-used. Exit signs shall be considered for re-use. Office

lighting shall consist of new indirect, recessed LED type 2x4 troffers where lay-in ceiling is present; lighting

in mechanical, utilitarian or exposed ceilings shall utilize surface-mounted LED light fixtures with lens.

Offices, classrooms, restrooms, storage rooms and elec/mech rooms shall be equipped with occupancy

sensors and associated controls to comply with energy codes. Emergency lighting shall consist of LED exit

signs/LED heads and other selected fixtures to provide an illuminated exit path out of the building. The

drill hall lighting fixtures are planned to be placed on emergency power as well. TMD may require or select

other fixtures to be operational during an outage.


6.4 Exterior Lighting Systems

Provide all new LED style wallpacks to illuminate the north and east sides of the building. Illumination

levels on the south side of the building will be checked to ensure the Navy building light fixtures provide

adequate illumination, new wallpacks shall be installed on the Readiness Center only in the event of

deficiency. Decorative bollards utilizing an LED light source shall be considered for the building entrance

on the east side. Exterior lighting will be controlled with a photocell and lighting control panelboard with

programmable relays.

6.5 Telecommunications (IT) Systems

Rework the F.O. and copper services to comply with G6 requirements.

Provide all new CAT6 cabling from patch panels located in IT closets to V/D drops in offices, classrooms,

and all other locations requiring voice or data services.

Provide connectivity for all WAP’s.

Retain the first floor IT closet if possible as the main Telecommunications Closet for the RC facility. Retain

the 19-inch equipment rack and associated F.O. cabling, patch panel, and rack-mounted UPS. Provide a

steel “cage” or mesh around this rack that is lockable so that only authorized personnel can service this

equipment. The cage must be positioned so that building occupants cannot reach the rack, or any rack-

mounted equipment. The panelboard may remain in this room provided all other non-IT related circuits

are re-worked to connect to a different source. This panel may serve IT-related circuits only.

Provide a new IT closet at the second and basement levels. IT closet will include plywood backboards, two

(2) 19-inch floor mounted racks, backbone F.O. and CU cabling as well as patch panels and grounding to

meet current regulations. Provide 120V outlets near equipment racks as required in UFC.

Provide all wire baskets and cable management systems for structured cabling systems. Provide horizontal

pathways for future connectivity.

Provide new IT closet with two (2) 19-inch equipment racks, isolated grounding bar, plywood backboards,

and patch panels. Ground all IT equipment and related components to comply with applicable UFC guides.

Provide new structured cabling system and voice/data outlets to serve building occupants. Provide all

horizontal pathways including conduits, wire baskets, and wire management.


6.6 Fire Alarm System/Mass Notification System

Provide a new addressable fire alarm and detection system integral with a mass notification system to

comply with IBC and UFC requirements. Fire alarm system will be monitored.

6.7 Structural Systems

A new elevator is proposed to be added to the exterior of the building. If the proposed location of the

elevator is accepted then an enclosed walkway will need to be added over the lower roof of the first floor

to access the second floor. Structural framing and foundation for elevator and enclosed walkway will be

required. Structural modifications to existing building will also be required.

6.8 Plumbing Systems

An all-new sanitary drainage, waste and vent (DWV) piping system shall be provided. Cast iron or steel

piping shall be provided for all above ground piping and PVC piping shall be provided for all below ground

DWV piping. PVC piping may be provided above floor but only in areas where the PVC pipe cannot be

easily damaged by personnel or equipment. A new insulated copper domestic water piping system shall

be provided beginning at approximately 1’-0” above the floor on the domestic water service riser. New

non-freeze wall hydrants with integral vacuum breaker shall be provided in all exterior walls. All new floor

drains with internal trap seal devices shall be provided where floor drains are required. Provide all new

drainage connections and domestic water supply connections for all new plumbing fixtures. The gas meter

and gas meter service entrance into the building shall be relocated to accommodate the new elevator.

Additionally, all new steel natural gas piping shall be provided from the gas meter to all gas-fired

equipment and new flexible gas pipe connections shall be provided to gas-fired equipment. New restroom

plumbing fixtures shall be provided throughout the facility. New mop sinks and a new gas-fired water

heater system shall be provided for the building. Plumbing for new electric water cooler drinking fountains

shall be provided. If required by the new building layout and upgraded plumbing system, provide a new

sewage lift station.

6.9 Fire Protection Systems

Prove a new code approved wet-pipe fire protection system for the building. Since there will no longer be

a kitchen, fire sprinkler heads will no longer be required for a kitchen hood. The Army’s new wet pipe fire

suppression system will connect into the Navy’s new wet pipe system provided under the recent Navy

renovation. This connection will occur on the navy side of the building, where the other engineering firm

has provided 6” blind flanges to connect to.


6.10 Landscape Irrigation Systems

No new landscape irrigation system will be provided. Additionally, no new landscaping is anticipated for

this project.

7.0 OPINION OF PROBABLE CONSTRUCTION COST

An opinion of probable construction cost for major components of the renovation has been provided in

Appendix B. The engineer requests that the owner choose the scope items that both fit within their budget

and most enhance the building.

Prepared by Freese and Nichols, Inc.

APPENDIX A

STATEMENT OF WORK


APPENDIX B

OPINION OF PROBABLE CONSTRUCTION COST

ESTIMATE OF PROBABLE COST

Texas Army National Guard

Camp Mabry, TX 78703

TMD FY16 STAR Campaign

Facility Assement Report

Date of Report: 2-Oct-15

Prepared By:

Keith Kothmann, CPE

Construction Cost Management Inc.

2413 N. Main Street

Fort Worth, Texas 76164

ESTIMATE OF PROBABLE CONSTRUCTION COST

PROJECT Texas Army National Guard



Estimator: Keith Kothmann, CPE

Construction Cost Management Inc.

Status of Design: Facility Assement Report

Date of Report October 2, 2015

Construction Start Date:

Cost Basis: Fourth Quarter 2015

Indirect Costs

Design & LEED Contingency 25.00% Some Unknown Site Conditions

Productivity Labor Impact None

Sales Tax Tax Exempt

Sub-Contractor OH & P As indicated in the Estimate

General Conditions 21.00%

Prime Home Office Overhead 6.00% Nominal for Experienced Contractor

Prime Contractor Profit 9.00% Nominal

Bond and Insurance 2.11% Nominal for Experienced Contractor

Escalation Yearly Rate: 3.00%

Design & Procurement: 9 Months

Construction: 8 Months

Mid-Point of Construction: 13 Months

Escalation: 3.25%

ESTIMATED CONTRACT COST (ECA) $6,004,965

EXCLUSIONS Design Fees, Owners Administrative Costs

This Estimate has been prepared under the guidelines published by

THE AMERICAN SOCIETY OF PROFESSIONAL ESTIMATORS

Keith Kothmann CPE

Multiple levels of Supervision, Extended Duration, Includes Misc

Equipment and Waste Management

While the estimate is structured for many Bid elements, it is assumed that the eventual procurement will

combine equitable elements for the purpose of pricing

Page 2 of 18




ESTIMATE SUMMARY Improvement Classification DIRECT COST

TO PRIME

CONTRACT

COST

BASE BID LINE ITEMS:

1 Accessibility 240,003$ 442,183$

2 Accessibility 256,990$ 473,481$

3 Accessibility 12,272$ 22,611$








11 Occupant Safety/Site Security 24,942$ 45,953$





16 Occupant Safety/Site Security



19 Occupant Safety/Site Security

20 Functional 352,818$ 650,036$

21 Functional 167,645$ 308,870$

22 Functional 12,615$ 23,242$

23 Functional 4,746$ 8,744$

24 Functional 21,271$ 39,191$

25 Functional 523$ 963$

26 Functional 6,943$ 12,792$

27 System 923,888$ 1,702,179$

28 System 19,469$ 35,869$

29 System 118,375$ 218,096$

30 New 100 Ton VRF System (See Options Summary) System 296,400$ 546,090$

31 System

32 3 Ton DX Mini Split A/C Units (Qty: 3 EA) System 24,724$ 45,551$

33 New DDC Control System (500 Points) w/ Front End System 312,000$ 574,832$

34 Upgrade Ventilation System System 17,736$ 32,678$

35 System 11,400$ 21,003$

36 Provide Gas Fired Instantaneous Water Heaters System 9,645$ 17,770$

37 200 KW Generator System 58,421$ 107,635$

SUBTOTAL DIRECT COST 3,259,300$ 6,004,965$ GENERAL CONDITIONS SUPERVISION 21.00% 684,453$

PRODUCTIVITY LABOR IMPACT 0.00% -$ SALES TAX 0.00% -$

Add Big Ass Fan In Drill Hall For Improved Occupancy Comfort,

20' Diameter

New 100 Ton Chilled Water System Upgrade

Exterior Lighting Upgrade

Data / Telecom Upgrades

Upgrade Interior Openings To Meet Code Required Fire Ratings

Interior Power & Lighting Upgrades

Provide Elevator For Access To All Floors

Rework Restrooms to Meet ADA Requirements

Upgrade Water Fountain to Meet ADA Requirements

Provide Exterior Ladders for Roof Access

Provide Lactation Room for Mothers

Rework Interior Doors To Meet ADA Width Requirements

Rework Accessible Path To Building

Rework Existing Accessible Entrance To Meet Current ADA

Regulations

Rework 2nd Floor Building Connection Between Army & Navy

Buildings

Rework (4) Exterior Stairways On North & East Sides Of

Building (2 Down To Basement, 2 Up To First Floor)

Abate Building Of Mold & Asbestos

Upgrade MOV Security Fencing

Seal & Strip Parking Lot

Provide New Rubber Seal For Overhead Door

Provide New Mini Blinds For Exterior Windows

Rework Interior Stairways (See Options Summary)

Repurpose Of Remainder Of Building Spaces

2-Ply Mod Bit Roof

Power Wash & Repoint Building Envelope

Building Interior & Exterior Signage Improvements

Upgrade Unit Storage Caging To Meet Regulations

Provide Storm Shutters Over Existing Exterior Windows

Upgrade Exterior Windows To ATFP Levels (See Options

Summary)

Provide Fire Alarm System w/ Mass Notification

Provide Fire Suppression System

Page 3 of 18




ESTIMATE SUMMARY Improvement Classification DIRECT COST

TO PRIME

CONTRACT

COST

ESCALATION 3.25% 128,172$ DESIGN & LEED CONTINGENCY 25.00% 1,017,981$

SUBTOTAL 5,089,907$ PRIME CONTRACTOR HOME OFFICE OVERHEAD 6.00% 305,394$

PRIME CONTRACTOR PROFIT 9.00% 485,577$ BOND & INSURANCE 2.11% 124,087$

TOTAL PROJECT BASE BID 6,004,965$ 6,004,965$

Page 4 of 18




ESTIMATE SUMMARY Improvement

Classification

INCREASE

ABOVE BASE

BID

CONTRACT

COST ABOVE

BASE BID

OPTION BID LINE ITEMS FOR ADDITIONAL COST

ADD TO BASE BID:

16 Occupant Safety/Site

Security82,946$ 152,450$

19 Occupant Safety/Site

Security47,969$ 88,165$

31 System 83,062$ 152,664$

SUBTOTAL DIRECT COST (OPTIONS) 213,977$ 393,279$

GENERAL CONDITIONS SUPERVISION 21.00% 44,935$

PRODUCTIVITY LABOR IMPACT 0.00% -$

SALES TAX 0.00% -$

ESCALATION 3.00% 7,767$

ESTIMATE / DESIGN CONTINGENCY 25.00% 66,670$

SUBTOTAL 333,350$

PRIME CONTRACTOR HOME OFFICE OVERHEAD 6.00% 20,001$

PRIME CONTRACTOR PROFIT 9.00% 31,802$

BOND & INSURANCE 2.11% 8,127$

TOTAL PROJECT OPTIONS 393,279$ 393,279$

TOTAL BASE BID WITH OPTIONS INCLUDED 6,398,244$ 6,398,244$

New 100 Ton Chilled Water System Upgrade

Rework Interior Stairways

Upgrade Exterior Windows To ATFP Levels In Lieu of Provide

Storm Shutters Over Existing Exterior Windows

Page 0 of 18

Estimate By: RW/MH/ES Texas Army National GuardDate: 10/2/15 Camp Mabry, TX 78703

Rev Date: TMD FY16 STAR Campaign Reviewed By: KK Facility Assement Report

Date: 10/2/15

Rev Date:

ITEM

#Description Qty. Unit Cost/Unit TOTAL

1 Provide Elevator For Access To All Floors

Provide new hydraulic service elevator, 4000 LB, 3 stop 1 EA $ 81,712.50 $ 81,712.50

Elevator pit 1 EA $ 4,476.00 $ 4,476.00

Relocate gas meter & gas line 1 EA $ 650.60 $ 650.60

Relocate existing gun & anchor monuments 5 EA $ 588.20 $ 2,941.00

Remove existing sidewalk 852 SF $ 4.98 $ 4,242.96

Excavate hole for new elevator at first floor & for elevator

pit, includes haul off of spoils

52 CY $ 18.40 $ 956.44

Punched opening for new elevator entrances, 3 locations 120 SF $ 32.11 $ 3,853.20

Punched opening for new exterior double door 46 SF $ 32.11 $ 1,477.06

Remove existing roofing & roof deck 267 SF $ 8.75 $ 2,336.25

New structural steel roof deck & joists 267 SF $ 29.83 $ 7,964.61

Install new structural floor deck 267 SF $ 4.15 $ 1,108.05

Allowance for modifications to existing structural steel to

accommodate new structure replacement

1 LS $ 18,000.00 $ 18,000.00

New CMU walls with brick veneer 1,220 SF $ 20.15 $ 24,583.00

Basement & pit wall, concrete, reinforced 915 SF $ 26.39 $ 24,146.85

Penthouse overrun 100 SF $ 65.00 $ 6,500.00

New built-up roofing 3 SQ $ 833.50 $ 2,225.45

CMU partition, lightweight block, tooled joints, 2 sides,

solid, not reinforced, 8"x16"x6" thick

188 SF $ 6.54 $ 1,226.25

Paint CMU wall, 2 coats, smooth finish, spray, zero VOC

latex

375 SF $ 0.55 $ 206.25

New 6" metal stud walls with 5/8" gypboard both sides 234 SF $ 2.95 $ 690.30

Paint gypboard walls, 1 side 234 SF $ 0.47 $ 109.98

Paint exposed ceilings 267 SF $ 0.47 $ 125.49

Sump pump for elevator pit 1 EA $ 832.00 $ 832.00

Plumbing drain piping for sump pump 1 LS $ 1,775.00 $ 1,775.00

Elevator electrical connections, lighting, etc. 1 LS $ 7,863.00 $ 7,863.00

SUBCONTRACTOR OH & P 20% $ 40,000.45

TOTAL $ 240,002.68

2 Rework Restrooms to Meet ADA Requirements

Basement Toilet / Shower Room 280 SF $ -

1st Floor Toilet / Shower Room 1,842 SF $ -

2nd Floor Toilet / Shower Room 224 SF $ -

$ -

Demo CMU interior walls 1,851 SF $ 0.78 $ 1,443.78

Demo HM door & frame including trim, 3'x7' 14 EA $ 27.00 $ 378.00

Plumbing Demolition 120 HRS $ 28.50 $ 3,420.00

Core drill 10 EA $ 39.42 $ 394.20

Patch concrete slab 5 EA $ 30.00 $ 150.00

Load haul & waste debris 68 CY $ 10.25 $ 701.99

$ -

Sawcut slab 69 LF $ 2.38 $ 165.08

Demo slab & remove 5 CY $ 117.00 $ 606.06

Demo Tile Floor 1,129 SF $ 0.40 $ 451.60

$ -

New concrete slab, complete 5 CY $ 208.71 $ 1,081.12

$ -

Total

Page 1 of 18



Date: 10/2/15

Rev Date:

ITEM


Total



902 SF $ 7.54 $ 6,801.08


latex

1,804 SF $ 0.21 $ 378.84

$ -

Suspended ceiling, complete, FRP ceiling board. 2' x 2' x

5/8", plain faced

2,346 SF $ 2.18 $ 5,114.28

$ -

Ceramic floor tile, glazed, thin set, 12"x12" 2,346 SF $ 9.25 $ 21,700.50

Tile, wall, full height 4,430 SF $ 6.50 $ 28,795.00

Sanitary cove base, 6" x 4 1/4" high, thin set 443 LF $ 5.78 $ 2,560.54

$ -

Block filler, 1 coat 1,804 SF $ 0.41 $ 739.64

Concrete block, latex paint, zero voc, primer plus one

finish coat, smooth, spray

1,804 SF $ 0.68 $ 1,226.72

$ -

Mirror w/ stainless steel 3/4" square frame, 36"x24" 9 EA $ 92.15 $ 829.35

Soap dispenser 6 EA $ 55.65 $ 333.90

Towel dispenser, stainless steel, surface mounted 4 EA $ 56.70 $ 226.80

Towel hook 22 EA $ 33.60 $ 739.20

Toilet tissue dispenser, surface mounted, stainless steel,

single roll

12 EA $ 24.80 $ 297.60

Grab bar, straight, 1 1/2" diameter, stainless steel, 36"

long

6 EA $ 119.20 $ 715.20

Grab bar, straight, 1 1/2" diameter, stainless steel, 42"

long

6 EA $ 143.20 $ 859.20

Toilet partition & door, metal 12 EA $ 1,200.08 $ 14,400.96

Waste receptacle, stainless steel 6 EA $ 410.50 $ 2,463.00

$ -

WATER DISTRIBUTION $ -

Copper tubing, 3/4", solder joints, type K tubing, couplings

& clevis hangers 10' oc

1,200 LF $ 10.37 $ 12,444.00

$ -

SANITARY SEWER $ -

PVC pipe, 20' lengths, SDR 35, B & S, not include T & B $ -

4" 900 LF $ 2.68 $ 2,412.00

6" 430 LF $ 7.06 $ 3,035.80

$ -

Trench & Backfill 60 LF $ 12.75 $ 765.00

$ -

FIXTURES $ -

Shower stall compartment w/ drain, baked enamel,

molded stone receptor, 3X4 square, thermostatic valve

and head

4 EA $ 3,408.00 $ 13,632.00

Shower stall compartment w/ drain, baked enamel,

molded stone receptor, 36" square, w/ thermostatic valve

and head

18 EA $ 2,730.00 $ 49,140.00

Rough-in, supply, waste & vent for showers 22 EA $ 518.00 $ 11,396.00

Water closet, bowl only w/ flush valve, seat, 1.6 gpf, wall

hung

12 EA $ 579.50 $ 6,954.00

Rough-in, supply, waste & vent for water closet 12 EA $ 636.00 $ 7,632.00

Lavatory, Undermount, porcelain enamel on cast iron,

20"x18"

9 EA $ 366.50 $ 3,298.50

Rough-in, supply, waste & vent for lavatory 9 EA $ 665.00 $ 5,985.00

Page 2 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Piping insulation for exposed piping under lavatory, p trap

1-1/2"

9 EA $ 27.50 $ 247.50

Piping insulation for exposed piping under lavatory, valve

& supply cover

9 EA $ 27.00 $ 243.00

$ -


TOTAL $ 256,990.12

3 Upgrade Water Fountain to Meet ADA Requirements

Hi l low EWC 4 EA $ 2,099.00 $ 8,396.00

Rough-in, supply, waste & vent for EWC 4 EA $ 262.00 $ 1,048.00

$ -



60 LF $ 10.37 $ 622.20

$ -


4" 60 LF $ 2.68 $ 160.80

$ -


TOTAL $ 12,272.40

4 Provide Exterior Ladders for Roof Access

Provide ladder for first level No cage 1 EA $ 734.00 $ 734.00

Provide ladder for first level to second level No cage 1 EA $ 740.00 $ 740.00

Paint ladders 2 EA $ 70.00 $ 140.00

$ -

SUBCONTRACTOR OH & P 20% $ 322.80

TOTAL $ 1,936.80

5 Provide Lactation Room for Mothers

Demo VCT flooring 80 SF $ 0.50 $ 40.00

VCT flooring 80 SF $ 2.92 $ 233.60

$ -

Demo ACT 80 SF $ 0.29 $ 23.20

Paint structure above, zero voc 80 SF $ 0.88 $ 70.40

Note Ceiling and Floor finishes included elsewhere

MILLWORK $ -

Base Cab w/ solid surfade top 10 LF $ 283.00 $ 2,830.00

Wall Cab w/ doors 10 LF $ -

$ -




120 LF $ 10.37 $ 1,244.40

$ -

SANITARY SEWER $ -

Core drill 1 EA $ 39.42 $ 39.42

$ -


4" 10 LF $ 2.68 $ 26.80

6" 20 LF $ 7.06 $ 141.20

$ -

Page 3 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

FIXTURES $ -

2 compartment sink 1 EA $ 423.00 $ 423.00

Rough-in, supply, waste & vent for lavatory 1 EA $ 665.00 $ 665.00


TOTAL $ 6,884.42

6 Rework Interior Doors To Meet ADA Width

Requirements

Demo CMU wall 190 SF $ 1.00 $ 190.00

$ -

Concrete block partition, lightweight block, tooled joints, 2

sides, hollow, not reinforced, 8" thick

220 SF $ 6.48 $ 1,425.60


latex

440 SF $ 0.48 $ 211.20

$ -

Replace HM doors, single 2 EA $ 433.63 $ 867.26

Replace single HM door frames 2 EA $ 338.00 $ 676.00

Door hardware for HM doors 2 LEAF $ 445.00 $ 890.00

Paint single HM doors & metal frames 2 EA $ 59.50 $ 119.00

$ -


TOTAL $ 5,254.87

7 Rework Accessible Path To Building

Sawcut concrete sidewalk, assumed 6" thickness & rod

reinforced

44 LF $ 2.29 $ 100.76

Drill & install dowels, assumed 16" OC 33 EA $ 12.61 $ 416.13

Remove concrete sidewalk, assumed 6" thickness,

includes haul off & disposal

132 SF $ 3.98 $ 525.36

Install new concrete ramp to front door, assumed 6"

thickness, bar reinforced

132 SF $ 4.87 $ 642.84


TOTAL $ 2,022.11

8 Rework Existing Accessible Entrance To Meet

Current ADA Regulations

Remove existing double glass doors 2 PR $ 675.00 $ 1,350.00

Install new double automatic glass doors 2 PR $ 4,872.00 $ 9,744.00

Provide handicap automatic door openers with wall

buttons

2 EA $ 9,000.00 $ 18,000.00

Provide electrical service for automatic openers with

transformers

2 EA $ 647.80 $ 1,295.60


TOTAL $ 36,467.52

9 Rework 2nd Floor Building Connection Between

Army & Navy Buildings

Remove stairs 3 RISER $ 125.00 $ 375.00

Demo CMU wall 380 SF $ 1.00 $ 380.00

$ -

Page 4 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Install ramps & landing, framed plywood 154 SF $ 7.30 $ 1,124.60

VCT flooring 180 SF $ 2.92 $ 525.60

Railing 10 LF $ 26.50 $ 265.00

Paint railing 10 LF $ 1.54 $ 15.40

$ -

Note: New CMU wall included in Restroom Remodel (Section #2) $ -


TOTAL $ 3,222.72

10 Rework (4) Exterior Stairways On North & East Sides

Of Building (2 Down To Basement, 2 Up To First

Floor)

Demolition

Demo exterior concrete stair 161 LF

NOSING

$ 14.46 $ 2,328.06

$ -

Basement Stair $ -

Excavation, excavator, 1-1/2 cy cap. 26 BCY $ 18.40 $ 470.84

Retaining wall, 3000psi concrete, gravity, 10' high 13 CY $ 372.60 $ 4,767.27

Stair, 3500 psi concrete, 3'-6" wide, cast on ground 105 LF

NOSING

$ 25.23 $ 2,649.15

Wall railing, steel pipe, 1-1/2" pipe, galvanized 56 LF $ 26.50 $ 1,484.00


$ -

1st Floor Stair $ -

Stair, 3500 psi concrete, 3'-6" wide, cast on ground 56 LF

NOSING

$ 25.23 $ 1,412.88

Railing, steel, 2 rail, on stair, galvanized, 1-1/2" diameter 24 LF $ 44.31 $ 1,063.44


Handicap ramp, 4000psi concrete, railing both sides, 5'

wide w/ 6" curb

48 LF $ 486.99 $ 23,375.52


TOTAL $ 45,255.65

11 Abate Building Of Mold & Asbestos

Asbestos abatement (None) 1 LS $ - $ -

Mold abatement (Allowance) 1 LS $ 20,785.00 $ 20,785.00


TOTAL $ 24,942.00

12 Upgrade MOV Security Fencing

Remove existing security fencing & dispose 1,065 LF $ 1.73 $ 1,842.45

Provide new 7' security fencing (fabric only), steel fence

ties, fence wire buried 3" below grade, existing posts to

remain

1,065 LF $ 32.52 $ 34,633.80


TOTAL $ 43,771.50

13 Upgrade Unit Storage Caging To Meet Regulations

Page 5 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Remove existing caging 1 LS $ 888.00 $ 888.00

Install new wire caging from floor to ceiling, heavy gauge 5,180 SF $ 5.39 $ 27,920.20


TOTAL $ 34,569.84

14 Upgrade Interior Openings To Meet Code Required

Fire Ratings

Remove door & Frame 8 EA $ 45.00 $ 360.00

Single flush metal door, fire rated C 20 min 11 EA $ 570.50 $ 6,275.50

Single hollow metal door frames 5 EA $ 339.00 $ 1,695.00

Double hollow metal door frames 3 EA $ 600.00 $ 1,800.00

Door hardware 11 LEAF $ 700.00 $ 7,700.00


Paint double HM doors & metal frames 3 PR $ 80.50 $ 241.50


TOTAL $ 22,031.40

15 Provide Storm Shutters Over Existing Exterior Windows

Provide storm shutters over existing windows 950 SF $ 10.92 $ 10,374.44

Paint storm shutters 950 SF $ 1.11 $ 1,054.54


TOTAL $ 13,714.78

16 Upgrade Exterior Windows To ATFP Levels

Replace existing windows with new windows, insulated,

laminated, double pane

950 SF $ 33.50 $ 31,826.34

Add for replacing Lintels & Related Masonry Work 299 LF $ 61.20 $ 18,325.12

Replace exterior precast stone window sills 237 LF $ 30.00 $ 7,122.90

Steel Fabrication and installation 950 SF $ 24.50 $ 23,275.98


TOTAL $ 96,660.40

17 Provide Fire Alarm System w/ Mass Notification

Demolish Existing FA System 32,010 SF $ 0.08 $ 2,560.80

New fire alarm system 32,010 SF $ 1.96 $ 62,739.60


TOTAL $ 78,360.48

18 Provide Fire Suppression System

Note Riser and Stand pipeAssembly is Existing

Install new wet sprinkler fire suppression system, connect

to blind flange at Navy demising wall

32,010 SF $ 1.90 $ 60,819.00


TOTAL $ 72,982.80

19 Rework Interior Stairways

Page 6 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Remove stairs 60 RISER $ 73.20 $ 4,392.00

$ -

Pan stair, concrete fill metal pan, picket rail, 4' wide 60 RISER $ 593.04 $ 35,582.40


TOTAL $ 47,969.28

20 Repurpose Of Remainder Of Building Spaces

Replacement Of All Interior & Exterior Doors & Door

Hardware

Exterior $ -

Demo HM door & frame including trim, 3'x7' 1 EA $ 27.00 $ 27.00

$ -

Concrete block door infill 25 SF $ 16.68 $ 417.00

Brick door infill 25 SF $ 24.18 $ 604.50

$ -

Replace exterior HM doors, double 1 PR $ 676.00 $ 676.00

Replace exterior HM doors, single 1 EA $ 414.30 $ 414.30

Replace double HM exterior door frames 1 EA $ 670.00 $ 670.00

Replace single HM exterior door frames 1 EA $ 328.80 $ 328.80

Door hardware for exterior metal doors 3 LEAF $ 1,150.00 $ 3,450.00

$ -

Interior $ -

Replace HM doors, 90 minute rated (IT Room) 1 EA $ 575.50 $ 575.50

Replace HM doors, double 6 PR $ 676.00 $ 4,056.00

Replace HM doors, single 42 EA $ 414.30 $ 17,400.60

Replace double HM door frames 6 EA $ 670.00 $ 4,020.00

Replace single HM door frames 42 EA $ 338.00 $ 14,196.00

Door hardware for HM 90 minute door 1 LEAF $ 700.00 $ 700.00

Door hardware for HM doors 42 LEAF $ 520.00 $ 21,840.00

Paint single HM doors & metal frames 42 EA $ 80.50 $ 3,381.00

Paint double HM door frames 6 EA $ 56.50 $ 339.00

$ -

Allow for masonry related repairs 48 Openg $ 320.00 $ 15,360.00

$ -

Repoint & Paint Interior CMU $ -

Repoint interior masonry, allowance for 10% 2,923 SF $ 2.31 $ 6,751.21


latex

58,452 SF $ 0.21 $ 12,274.92

$ -

Interior Floor & Ceiling Replacement $ -

Demo ACT & grid 20,080 SF $ 0.29 $ 5,823.20

New ACT & grid 21,901 SF $ 3.32 $ 72,711.32

$ -

Demo VCT flooring 2,705 SF $ 0.50 $ 1,352.50

Demo Carpet, bonded, including surface scrapping 8,752 SF $ 0.13 $ 1,137.76

VCT Flooring 11,457 SF $ 2.62 $ 30,017.34

Sealed concrete floor, zero voc 8,842 SF $ 0.43 $ 3,802.06

$ -

Gypsum board removal 894 SF $ 0.13 $ 116.22

Gypsum board, 5/8" thick w/ compound skim coat 894 SF $ 0.84 $ 750.96

Paint gypsum board, 2 coats, zero voc, roller 894 SF $ 0.32 $ 286.08

Paint exposed ceilings 16,580 SF $ 0.46 $ 7,626.80

Page 7 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

$ -

Provide Vestibule @ Exterior Door Entries into

occupied spaces

$ -



150 SF $ 7.54 $ 1,131.00


latex

300 SF $ 0.21 $ 63.00

$ -

Rework Building Plumbing $ -




100 LF $ 10.37 $ 1,037.00

$ -

SANITARY SEWER $ -


4" 10 LF $ 2.68 $ 26.80

6" 20 LF $ 7.06 $ 141.20

$ -

Trench & Backfill 20 LF $ 12.75 $ 255.00

$ -

FIXTURES $ -

2 compartment sink 3 EA $ 523.00 $ 1,569.00

Rough-in, supply, waste & vent for lavatory 3 EA $ 665.00 $ 1,995.00

RI & Install Commercial ice machine OFCI 3 EA $ 521.00 $ 1,563.00

Garbage disposal, under sink 3 EA $ 470.00 $ 1,410.00

$ -

New Breakroom, IT Room & Mechanical Room $ -

Demo ACT 1,482 SF $ 0.29 $ 429.78

Demo VCT flooring 1,482 SF $ 0.50 $ 741.00

Demo CMU wall 1,054 SF $ 0.27 $ 284.63

Demo base & wall cabinets 56 LF $ 3.42 $ 191.52

Demo countertop 28 LF $ 2.27 $ 63.56

Door demolition 5 EA $ 27.00 $ 135.00

$ -

New 3-5/8" metal stud walls, non load bearing, w/ 2-layers

5/8" gyp board each side, taped & finished (2-hr fire

rating)

230 SF $ 3.26 $ 749.80

Paint gypsum board, zero voc, smooth finish, roller 460 SF $ 0.91 $ 418.60

Plywood backer board 134 SF $ 0.96 $ 128.64

$ -

Sealed concrete floor, zero voc 67 SF $ 0.43 $ 28.81

VCT flooring 1,415 SF $ 2.92 $ 4,131.80

$ -

Paint structure above, zero voc 1,482 SF $ 0.88 $ 1,304.16

$ -

New plastic laminate upper cabinets 45 LF $ 133.00 $ 5,985.00

New plastic laminate lower cabinets 45 LF $ 235.00 $ 10,575.00

New solid surface countertop above lower cabinets 45 LF $ 83.70 $ 3,766.50

$ -

Note: All Breakroom appliances are owner supplied & installed $ -

$ -

Interior Furrout Between Conditioned /

Unconditioned Spaces

$ -

Page 8 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Channel Wall Furring 4,010 SF $ 0.65 $ 2,606.50

Gypsum board, 5/8" thick w/ compound skim coat 4,010 SF $ 0.84 $ 3,368.40

1" rigid wall insulation 4,010 SF $ 0.55 $ 2,205.50

Paint gypsum board, 2 coats, zero voc, roller 4,010 SF $ 0.70 $ 2,807.00

$ -

New Basement & 1st Floor Offices $ -

Demo CMU wall 174 SF $ 0.77 $ 133.98

Demo HM door & frame including trim, 3'x7' 15 SF $ 27.00 $ 405.00

$ -

Concrete block door infill 175 SF $ 16.68 $ 2,919.00



640 SF $ 5.56 $ 3,558.40


latex

1,280 SF $ 0.21 $ 268.80

$ -

VCT flooring 812 SF $ 2.92 $ 2,371.04

$ -

Interior HM doors, single 2 EA $ 414.30 $ 828.60

Single HM door frames 2 EA $ 338.00 $ 676.00

Door hardware for HM doors 2 LEAF $ 520.00 $ 1,040.00


$ -

New Drill Hall Corridor Separation Wall $ -



240 SF $ 5.56 $ 1,334.40


latex

480 SF $ 0.21 $ 100.80

Note: Double doors are located in door section above $ -

$ -


TOTAL $ 352,818.35

21 2-Ply Mod Bit Roof

Roof Area 16,000 SF

Remove existing built-up roof and Haul 160 SQ $ 39.65 $ 6,344.00

Built-up roofing system, asphalt flood coat base sheet, 3

piles #15 asphalt felt, mopped and granulaar cap sheet

160 SQ $ 833.50 $ 133,360.00


TOTAL $ 167,644.80

22 Power Wash & Repoint Building Envelope

Power wash exterior masonry 8,040 SF $ 0.73 $ 5,869.20

Repoint exterior masonry, allowance for 25%, CMU units

have 5" vertical mortar spacing

2,010 SF $ 2.31 $ 4,643.10


TOTAL $ 12,614.76

23 Building Interior & Exterior Signage Improvements

Interior identification signage with removable mounts 64 EA $ 57.50 $ 3,680.00

Exterior building numbers, up to 5 individual numbers, 4" x

8" letters

1 SET $ 75.00 $ 75.00

Page 9 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

"911 Information" signage @ monument sign, painted one

side only

1 EA $ 200.00 $ 200.00


TOTAL $ 4,746.00

24 Seal & Strip Parking Lot

Rear Parking Lot

Sealcoat asphalt paving 9,580 SY $ 0.65 $ 6,226.96

Stripe parking stalls (L&M) 6,165 LF $ 0.24 $ 1,479.60

Handicap stall pavement markings 3 EA $ 75.00 $ 225.00

Handicap signs mounted on metal posts 3 EA $ 150.00 $ 450.00

$ -

Front Parking Lot $ -


Stripe parking stalls (L&M) 1,200 LF $ 0.24 $ 288.00

Handicap stall pavement markings 3 EA $ 75.00 $ 225.00

Handicap signs mounted on metal posts 3 EA $ 150.00 $ 450.00

$ -

MOV Parking Lot $ -


Stripe parking stalls (L&M) 4,380 LF $ 0.24 $ 1,051.21


TOTAL $ 21,271.39

25 Provide New Rubber Seal For Overhead Door

Install new overhead door seal 1 EA $ 435.45 $ 435.45


TOTAL $ 522.54

26 Provide New Mini Blinds For Exterior Windows

New mini blinds for lower level exterior windows 950 SF $ 6.09 $ 5,785.74


TOTAL $ 6,942.89

27 Interior Power & Lighting Upgrades

Building Electrical: Remove & replace complete interior

electrical system, including all conduit, wire, lights, panels,

devices, etc. (Allowance, Turnkey)

32,010 SF $ 22.50 $ 720,225.00

Site secondary electrical service, from existing transformer

to building, 400 Amp, includes trenching & backfill

608 LF $ 40.66 $ 24,721.28

Site data/com service, includes trenching & backfill (L&M) 480 LF $ 27.00 $ 12,960.00

Digital energy metering Dual Meters 1 LS $ 12,000.00 $ 12,000.00


TOTAL $ 923,887.54

28 Exterior Lighting Upgrade

Page 10 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Exterior wall packs, LED, assumed 110 watt 16 EA $ 504.00 $ 8,064.00

Exterior decorative lights, LED, assumed 110 watt 8 EA $ 1,020.00 $ 8,160.00


TOTAL $ 19,468.80

29 Data / Telecom Upgrades

Data outlets 160 EA $ 55.74 $ 8,918.40

Voice outlets 40 EA $ 55.74 $ 2,229.60

Cable tray 460 LF $ 61.00 $ 28,060.00

Data / Com cable drops 14,000 LF $ 0.73 $ 10,220.00

1" cable conduit 7,000 LF $ 6.65 $ 46,550.00

IT Room racks 4 EA $ 667.00 $ 2,668.00

Note Data / Telecom equipment to be provided by Owner


TOTAL $ 118,375.20

30 New 100 Ton VRF System

Variable Refrigerant Flow System complete system

Ground Mount condensers and Ductless AHU

100 Ton $ 2,470.00 $ 247,000.00


TOTAL $ 296,400.00

31 New 100 Ton Chilled Water System Upgrade

Remove chiller, assumed 100 ton 1 EA $ 1,969.92 $ 1,969.92

Remove boiler, assumed 222 KW 1 EA $ 590.00 $ 590.00

Remove pumps 2 EA $ 285.00 $ 570.00

Hoisting for removal 1 LS $ 900.00 $ 900.00

Remove existing fan coils, 2 TON ave. 60 EA $ 143.00 $ 8,580.00

New 100 ton centrifugal chiller 100 TON $ 711.30 $ 71,130.00

Hoisting for new chiller installation 1 LS $ 900.00 $ 900.00

New chilled water pump, 7.5 HP, 4" size, to 350 GPM 1 EA $ 5,134.00 $ 5,134.00

New hot water pump, 5 HP, to 225 GPM 1 EA $ 3,510.00 $ 3,510.00

Install new boiler, 750,000 BTUh, 222 KW 1 EA $ 19,350.00 $ 19,350.00

New fan coils (2 Ton ave.), Wall Mount Hotel Style 60 EA $ 2,318.00 $ 139,080.00

Work related piping & connections 1 EA $ 7,214.40 $ 7,214.40

Electrical disconnect & reconnect, related wiring, conduit

& fittings, manipulate to fit new equipment

1 LS $ 4,370.40 $ 4,370.40

OUTSIDE AIR REQUIREMENTS

Roof Top Unit electric heat 15 TON 3 EA $ 13,475.00 $ 40,425.00

Hoisting 1 SUM $ 1,350.00 $ 1,350.00

Install new curbs & flashing roofing 3 EA $ 780.00 $ 2,340.00

Air Distribution Duct and Devices 1,500 LB $ 5.87 $ 8,805.00


TOTAL $ 379,462.46

32 3 Ton DX Mini Split A/C Units (Qty: 3 EA)

Tube & wiring kit, 50' 3 EA $ 245.65 $ 736.95

Page 11 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

Vertical heat pump with discharge plenum & factory

controls, 3 ton Ductless cabinet

3 EA $ 4,215.00 $ 12,645.00

Heat pump remote condenser including refrigerant lines,

roof mount

3 EA $ 1,324.00 $ 3,972.00

Cut holes in roof 3 EA $ 201.00 $ 603.00

Structural framing for roof openings 3 EA $ 562.00 $ 1,686.00

Install new curbs & flashing & seal roofing 3 EA $ 320.00 $ 960.00


TOTAL $ 24,723.54

33 New DDC Control System (500 Points) w/ Front End

New Direct Digital Control (DDC) System (L&M allowance

based on 500 points)

500 Points $ 500.00 $ 250,000.00

$ -

DDC Head in equipment and software 1 LS $ 10,000.00 $ 10,000.00

$ -


TOTAL $ 312,000.00

34 Upgrade Ventilation System

Add exhaust fans to roof, 3000 CFM 3 EA $ 1,775.00 $ 5,325.00

Cut hole in exterior wall for make up air, 4' x 4' 32 LF $ 16.20 $ 518.40

Add louver to exterior wall for make up air, 4' x 4' 2 EA $ 616.00 $ 1,232.00

Cut holes in roof, provide curbs & curb supports, flash

curbs, repair roofing, use roofing contractor providing roof

warranty

1 LS $ 5,000.00 $ 5,000.00

Demolish wall mounted exhaust fan and 4x4 window

assembly. Blank off opening with insulated metal panel

leak tight

5 EA $ 541.00 $ 2,705.00


TOTAL $ 17,736.48

35 Add Big Ass Fan In Drill Hall For Improved

Occupancy Comfort, 20' Diameter

Provide one Big Ass Fan, 20' Diameter, Powerfoil x 2.0

Fan with 1' extension tube & standard mount & finish

1 EA $ 8,600.00 $ 8,600.00

Freight 1 EA $ 150.00 $ 150.00

Electrical conduit & wire (L&M) 1 LS $ 750.00 $ 750.00

$ -


TOTAL $ 11,400.00

36 Provide Gas Fired Instantaneous Water Heaters

Provide gas fired instantaneous water heaters, 200 MBH,

9.5 GPM

5 EA $ 1,281.50 $ 6,407.50

Plumbing Rough-in 5 EA $ 326.00 $ 1,630.00


TOTAL $ 9,645.00

Page 12 of 18



Date: 10/2/15

Rev Date:

ITEM


Total

37 Provide 200KW Generator

Diesel Generator 200KW 1 EA $ 43,985.00 $ 43,985.00

Note Emergengy panel and ATS included in Item 27 $ -

Distribution Feeder and control circuits Allowance 1 SUM $ 890.00 $ 890.00

Equipment Pad 60 SF $ 9.09 $ 545.40

CMU Screen wall and foundation 216 SF $ 15.11 $ 3,263.76


TOTAL $ 58,420.99

Page 13 of 18


APPENDIX C

CODE REVIEW


Code Review for Camp Mabry Fairview Readiness Center

Camp Mabry, Texas

Codes:

2012 International Building Code and Amendments

2012 Uniform Mechanical Code and Amendments

2012 Uniform Plumbing Code and Amendments

2012 International Fire Code and Amendments

2012 International Energy Conservation Code and Amendments

2014 National Electrical Code

Ar 190-11 - Physical Security of Arms, Ammunition and Explosives

DG_415_1 - Army National Guard Readiness Center Design Guide

dg_415_5 - Army National Guard General Facilities Information Design Guide

ng pam 415-12

UFC 1-200-01 General Building Requirements

UFC 1-200-02 High Performance and Sustainable Building Requirements

UFC 3_101_01 - Architecture

UFC 3_120_10 - Interior Design

UFC 3_201_01 - Civil Engineering

UFC 3_201_02 - Landscape Architecture

UFC 3_220_01 - Geotechnical Engineering

UFC 3_301_01 - Structural Engineering

UFC 3_401_01 - Mechanical Engineering

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, with Change 1

UFC 3_420_01 - Plumbing Systems

UFC 3_501_01 - Electrical Engineering

UFC 3_520_01 - Interior Electrical Systems

UFC 3_530_01 - Interior and Exterior Lighting and Controls

UFC 3-550-01 - Exterior Electrical Power Distribution

UFC 3_580_01 - Telecommunications Building Cabling Systems Planning and Design

UFC 3_600_01 - Fire Protection Engineering for Facilities

UFC 4_010_01 - DoD Minimum Antiterrorism Standards for Buildings

UFC 4_010_02 - DoD Minimum Antiterrorism Standoff Distances for Buildings

UFC 4_021_01 - Design and O&M of Mass Notification Systems

UFC 4_022_02 - Selection and Application of Vehicle Barriers

UFC 4_022_03 - Security Fences and Gates

UFC 4_024_01 - Procedures for Designing airborne chemical protection for buildings

Occupancies:

Assembly Occupancy A-3

Business Occupancy B

Storage Occupancy S-1

Residential Occupancy R-1


Automatic Fire Suppression: Yes

Refer to IBC Section 420, 903.2.8 and UFC 3-600-01, 4-2.2.1

Building Size

Basement 8,398

First Floor 15,945

Second Floor 8,015

Total 32,358 SF

Type of Construction IIB

Building Areas Based on Business Occupancy 23,000 SF (Table 503)

Height Limitations 3 Stories/55 FT

Fire Resistive Requirements (HR) (Table 601)

Structural Frame 0

Bearing Wall – Interior/Exterior 0

Non Bearing Walls and Partitions – Exterior

<5’ 1

>5’ < 10’ 1

>10’ < 30’ 0

> 30’ 0

Non Bearing Walls and Partitions – Interior

Floor Construction 0

Roof Construction 0

Corridor Rating 0

(A, B, S >30 Occupants) (Table 1018.1) 0

(R>10 Occupants) 30 Minutes

Occupant Load (Table 1004.1.2)

Assembly with tables and chairs (cots for sleeping) 15 SF

Business 100 gross

Storage/Mechanical 300 gross

Residential (Cots for sleeping) 200 gross

Minimum Corridor Width 44” Typical

Occupancy < 50 = 36”

Number of Exits Required

Basement 49 occupants

First Floor 396 occupants

Second Floor 80 occupants

Total 525 occupants per IBC

321 occupants per UFC

3 exits required

2 exits required

Exit Access Travel Distance Assembly, Storage, Residential = 250’

Business = 300’


Maximum Length of Dead End Corridors Assembly = 20’

Business = 50’

Egress Width

Exit Width .15”/Occupant

Basement 49 x .15” = 8”

First Floor 396 x .15” = 60”

Second Floor 80 x .15” = 12”

= 80”

=136”

Required

Provided at First Floor

Stairways Width (Section 1005.3.1)

.2”/Occupant

Basement 49 x .2” = 9.8”

Second Floor 80 x .2” = 16.0

Separation of Occupancies (Table 508.4) A or R / B or S = 1 HR

Door Rating 20 minute

Areas of Refuge (Section 1007.3)

Exception 2 Not Required

Exit Access Stairways (Section 1009.3)

Exception 3 and 4 (exit access stairway openings are not required to be enclosed provided

that the building is equipped throughout with an automatic sprinkler system and the opening is

protected by a draft curtain and closely spaced sprinklers).

Toilet Counts (per IBC)

S-1 and Mech = 24 occupants

A-3 = 288 occupants

B = 213 occupants

S-1 Toilets Lavatories EWC

24 x 67% = 16 1 1 1

24 x 33% = 8 1 1

A-3 Toilets Lavatories EWC

288 x 67% = 193 2 1 1

288 x 33% = 95 2 1

B Toilets Lavatories EWC

213 x 67% = 143 4 3 2

213 x 33% = 70 3 2

Showers (per TMD)

321 (1/15) = 22 Showers


APPENDIX D

SPACE CONCEPT SKETCH AND OCCUPANCY CALCULATIONS

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