Revised_Statement_of_Work_05122017.pdf

PDF 270 KB Posted Mar 26, 2018

Attached to: Dry Media Blast Booths Federal contract opportunity
Solicitation number: FA8224-18-R-0041
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Hill Air Force Base

About this file

From the source

The purpose for this Statement of Work is for the new enclosure that the Blast Booths will be housed. This document if for informational purposes only.

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File	Type	Posted
Blast_Booth_Q&A.Updated.pdf	PDF	May 3, 2018
KRSM162064_SOW__Bldg_507_MACC_III__rev_g.docx	DOCX document	Apr 25, 2018
Blast_Booth_Q&A.DOCX	DOCX document	Apr 25, 2018
Cart_With_Part.SLDASM	—	Apr 25, 2018
PURCHASE_SPECIFICATIONS_507_BLAST_BOOTHS.docx	DOCX document	Apr 25, 2018
KRSM162064_SOW__Bldg_507_MACC_III__rev_g.docx	DOCX document	Apr 24, 2018
DMBB_A004_81308_Conference_signed.pdf	PDF	Mar 26, 2018
DMBB_A001_80650_Calculation_signed.pdf	PDF	Mar 26, 2018
BASE_FACILITY_DESIGN_STANDARD.docx	DOCX document	Mar 26, 2018
Combined_Synopsis_and_Solicitation.docx	DOCX document	Mar 26, 2018
DMBB_A003_80527C_Manuals_signed.pdf	PDF	Mar 26, 2018
DMBB_A002_80033A_Plan_signed.pdf	PDF	Mar 26, 2018
DMBB_A005_81420_Tool_Con_signed.pdf	PDF	Mar 26, 2018
PURCHASE_SPECIFICATIONS_507_BLAST_BOOTHS_10_04_16.docx	DOCX document	Mar 26, 2018

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DESIGN-BUILD MACC III

PROJECT TITLE: Construct Blast Booth Enclosure on East Side of Bldg. 507

KRSM 162064

DATE: 12 May 2017

MACC III

Project # KRSM162064, W/O # 59163

CONSTRUCT	BLAST	BOOTH	ENCLOSURE	ON	EAST	SIDE
OF	BLDG	507

STATEMENT

WORK

Rev d

1. SCOPE

This Project Statement of Work (SOW) defines the scope for the building 507 project

KRSM162064. This SOW

includes

the

construction

requirements

that

the

MACC

III

contractor

shall

implement

the

design

and

construction

new

facility

enclosure

that

shall

constructed

and

attached

the

east

side

building

507.

This

new

building

enclosure

shall

constructed

for

the

purpose

housing

new

blast

booths

and

appurtenance

equipment

that

shall

purchased

and

installed

under

separate

contract

once

the

building

507

MACC

III

construction

enclosure

project

completed.

The

approximate

building

layout

provided

the

attached

drawings.

These

drawings

show

the

desired

layout

with

approximate

dimensions

and

these

drawings

shall

used

guidance

the

design.

The

contractor

shall

coordinate

all

design

information

with

the

project

manager

and

also

with

the

building

507

process

engineer

verify

that

the

new

building

design

and

layout

meets

all

requirements.

Note:

CLIN

0002

EQUIPMENT

(also

see

paragraph

3.0

below):

The

contractor

shall

provide

proposal

for

complete

Dual

Overhead

Bridge

Girder

Crane

system

described

paragraph

3.0.

The

CLIN

0002

proposal

shall

include

the

system’s

equipment

and

installation.

This

crane

system

proposal

shall

also

include

all

materials

and

labor

for

the

installation

any

utilities

required

for

the

complete

crane

system

operation.

The

cost

the

reinforced

concrete

footings

for

the

crane

system

support

columns

shall

not

included

the

crane

system

equipment

and

installation

cost.

The

concrete

footings

cost

shall

part

the

general

construction

scope

and

not

part

the

crane

equipment

installation.

The

government

reserves

the

right

not

include

CLIN

0002

Dual

Overhead

Bridge

Girder

Crane

system

purchase

and

installation

part

the

contract.

The

government

may

decide

purchase

the

crane

and

installation

under

separate

contract

and

contractor

later

date.

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

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

2. EQUIPMENT

ENCLOSURE

REQUIREMENTS:

The

Enclosure

shall

designed

and

constructed

weather‐tight

enclosure

design

house

two

blast

booths

with

structurally

boxed

out

areas

for

two

exhaust

ducts

and

the

associated

blast

media

recovery

system

that

will

penetrate

the

south

facing

wall.

These

two

blast

booths,

exhaust

ducts

and

media

recover

will

installed

under

different

contract

once

this

building

enclosure

completed.

The

MACC

III

contractor

for

this

building

507

new

construction

enclosure

project

shall

structurally

box

out

the

south

wall

areas

the

locations

where

the

two

blast

media

exhaust

ducting

will

penetrate

the

wall

later

date.

The

contractor

shall

design,

provide,

and

install

the

HVAC

system

equipment,

dual

bridge

overhead

cranes

system,

and

all

associated

material

footings

requirements

for

the

crane

support

columns

and

installation,

fire

suppression,

hand

guard

rails

keep

employees

the

higher

level

dock

area

safe

from

falling

the

lower

floor

area,

stairs

from

the

higher

dock

area

the

lower

floor

area

the

locations

shown

the

attached

drawings,

compressed

air

piping

and

breathing

air

piping,

and

any

other

equipment

appurtenances

listed

explained

this

SOW.

The

contractor

shall

provide

and

install

two

18’

wide

15’

high

roll

doors

the

east

wall

the

enclosure

and

there

shall

two

man

doors

(one

the

north

side

wall

and

one

the

south

side

wall)

the

new

building

enclosure.

2.1

EQUIPMENT

BUILDING

ENCLOSURE

DESIGN:

(Refer

concept

floor

plan

drawings)

The

new

building

enclosure

shall

structurally

and

architecturally

designed

and

constructed

connect

with

building

507

the

east

wall

side

the

present

building

507.

The

enclosure

shall

connect

the

north

side

the

exterior

process

door

opening

that

currently

sealed

closed

with

temporary

siding

material.

The

present

door

presently

covered

with

siding

materials,

other

materials,

some

utilities

and

they

shall

removed

from

where

this

opening

will

be,

provide

the

entrance

path

into

the

new

enclosure

area

from

the

main

building

507

process

area.

Any

utilities

(electrical,

air,

water,

etc.)

that

are

removed

shall

re‐routed

and

replaced.

The

door

opening

entrance

size

from

the

main

building

507

into

the

new

blast

booth

building

area

shall

22’

wide

13’

high.

This

entrance

door

opening

shall

framed

and

flashed

with

heavy

gauge

sheet

metal

and

painted

provide

nice

appearance

and

also

provide

protection

from

rust

and

the

process

carts

which

may

bump

into

the

entrance

corners.

This

where

the

north

wall

the

new

building

enclosure

shall

tie

into

the

existing

building

507

wall

shown

the

concept

floor

plan

drawings.

The

existing

building

507

east

wall

will

used

the

west

wall

the

new

enclosure

area.

The

south

wall

shall

located

approximately

104

feet

the

south

the

north

new

building

wall

tie

point

per

the

concept

floor

plan

drawings.

This

south

wall

will

run

the

east

direction

and

shall

approximately

feet

long

(refer

layout

drawings).

The

north

side

wall

the

enclosure

angles

across

the

dock

the

down

ramp

area

and

towards

the

natural

gas

meter

area

shown

the

Government

supplied

concept

drawing

plan.

The

government

drawings

attached

are

approximate

and

the

responsibility

the

contractor

field

measure

and

verify

all

government

supplied

drawings

information

for

accuracy

and

the

contractor

shall

only

use

these

drawings

guidance.

For

bidding

purposes

this

enclosure

area

approximately

4,700

square

feet.

The

roof

height

the

new

enclosure

shall

the

same

elevation

the

existing

main

building

507

east

wall

roof

height.

The

new

blast

booth

building

enclosure

roof

and

the

existing

building

507

roof

shall

connect

this

point

the

east

side

building

507.

This

height

the

new

enclosure

the

main

building

roof

connection

point

approximately

feet

+/‐

few

inches

measured

from

the

top

the

asphalt

elevation.

The

contractor

shall

take

all

required

field

measurements

the

existing

building

507

for

use

the

design

drawings

that

the

contractor

shall

provide.

The

interior

clear

height

measured

from

the

dock

floor

the

underside

the

ceiling

the

new

building

enclosure

shall

designed

provide

the

maximum

possible

height

allow

head

space

for

the

new

blast

booth

and

dual

bridge

crane

installation.

The

dual

bridge

crane

shall

designed

provide

the

maximum

hook

heights

that

are

possible

for

crane

travel

without

obstructions

and

never

shall

the

crane

maximum

hook

heights

less

than

feet.

The

new

building

enclosure

shall

also

have

the

same

type

fascia

the

fascia

that

the

overhang

area

located

the

north

the

gas

meter

equipment

area.

The

existing

building

507

windows

that

are

located

below

the

roof

line

fascia

the

existing

east

building

507

wall

shall

remain

place.

2.2

BUILDING

ENCLOSURE

WALLS:

The

contractor

shall

provide

2’

high

and

minimum

8”

thick

reinforced

concrete

stem

wall

top

the

south

dock.

The

stem

wall

shall

continue

the

end

the

dock

and

down

the

ground

level

elevation

(present

asphalt

elevation)

and

ground

level

shall

5’

(+/‐)

high

measured

from

the

ground.

The

dock

elevation

measured

from

the

ground

about

3’

(+/‐).

The

stem

wall

design

shall

make

sure

that

the

top

both

the

2’

high

dock

stem

wall

and

the

5’

high

ground

wall

are

the

same

elevation

the

top

the

two

walls

and

they

shall

level

all

the

way

around

the

stem

wall

perimeter.

Note:

There

shall

not

stem

wall

the

design

the

top

the

north

dock

side

wall.

This

the

side

wall

that

located

over

the

top

the

equipment

room

(see

layout

concept

drawing

and

pictures)

and

will

angle.

There

requirement

for

stem

wall

top

this

north

dock

side.

The

reason

for

omitting

stem

wall

the

north

dock

reduce

the

load

over

the

concrete

dock

floor

that

top

the

equipment

room

below.

This

north

side

metal

wall

shall

have

heavy

duty

guard

rail

designed

and

installed

the

interior

side

the

wall

protect

this

wall

from

any

process

material

handling

and

cart

traffic.

This

north

dock

side

wall

shall

designed

metal

framing

and

siding

without

concrete

stem

wall.

The

north

wall

portion

that

located

ground

level

below

the

dock

(presently

the

asphalt

elevation)

shall

have

stem

wall

5’

(+/‐)

high

and

minimum

8”

thick

reinforced

concrete

and

the

top

this

stem

wall

shall

level

with

the

top

elevation

the

east

and

south

stem

walls.

These

stem

walls

shall

around

the

perimeter

the

new

enclosure

except

for

the

north

wall

located

top

the

dock.

The

stem

walls

shall

have

openings

where

the

enclosure

doors

will

located.

The

concept

that

the

top

the

dock

stem

walls

and

the

top

the

ground

level

stem

walls

will

level

with

each

other

around

the

entire

perimeter

the

new

enclosure

addition.

The

dock

area

approximately

3’

high

from

ground

level

and

this

why

the

stem

wall

will

taller

the

ground

level

area

than

the

stem

wall

will

the

south

dock

wall

area.

The

top

all

the

stem

walls

will

level

with

each

other

around

the

entire

perimeter.

The

concrete

stem

walls

shall

scored

embossed

the

exterior

face

match

the

profile

and

look

the

existing

serrated

building

507

wall

panels.

The

building

enclosure

upper

portion

the

walls

shall

gauge

corrugated

metal

panels

the

exterior

with

gauge

full

height

metal

interior

liner

panel.

New

metal

wall

panels

shall

extend

down

over

the

concrete

curb

and

concrete

stem

wall

minimum

2”

and

properly

flashed.

The

new

exterior

metal

panels

shall

match

possible

the

wall

profile

and

color

building

507.

The

contractor

shall

provide

submittals

for

the

proposed

wall

design.

This

wall

design

and

material

submittal

shall

reviewed

the

government

and

government

approval

required

before

the

contractor

purchase

the

materials

for

the

walls.

The

contractor

submittal

shall

the

minimum

include

materials,

profile

drawing

details,

and

colors

proposed.

The contractor shall provide a minimum wall R-value of R-17 at all walls that

extend

above

the

concrete

knee

wall.

The

entire

new

enclosure

building

shall

designed

and

constructed

meet

all

snow

loads,

wind

loads,

and

seismic

requirements

for

this

northern

Utah

geographical

location

per

UFC

3‐301‐01.

The

colors

all

materials

shall

meet

Hill

AFB

Architectural

compatibility

requirements

and

they

shall

submitted

the

Hill

AFB

project

manager

for

approval

before

using

them

for

construction.

Provide

a roof metal fascia to

extend down the face of the metal wall panels of the same length and profile to match the fascia

height on the existing adjoining canopy just to the north of the project site. Provide	roof	gutters
and	downspouts	designed	in	accordance	with	SMACNA	standards	(also	see	description	of
roof	and	roof	gutter	scope	in	paragraph	2.3	Roofing).

The

blast

booth

exhaust/blast

media

recovery

system

ducting

will

penetrate

the

south

wall

two

locations

after

this

enclosure

project

completed.

This

MACC

III

contractor

responsible

for

structurally

boxing

these

two

penetration

locations

the

areas

shown

the

attached

layout

drawings.

The

two

exhaust/media

recovery

ducts

will

penetrate

the

south

wall

and

attached

these

boxed

and

reinforced

structure

locations

later

time.

The

design

these

structurally

boxed

areas

shall

coordinated

with

the

government

project

manager

assure

the

boxed

locations

are

correct

and

prevent

any

re‐work

later.

These

boxed

areas

shall

prevent

the

need

disturb

re‐locate

any

building

structural

steel

beams

purlins

later

when

comes

time

install

the

blast

booth

exhaust

ducting

media

recovery

ducting.

The

exhaust

duct

and

media

recovery

duct

size

24”

and

the

penetration

hole

diameter

size

and

structural

boxed

area

sizes

required

shall

allow

for

correct

anchoring

and

flashing

these

locations.

These

duct

sizes

and

locations

are

shown

the

attached

drawings.

2.3

FOUNDATION:

The

design

the

new

building

enclosure

foundation

and

footings

shall

make

sure

that

the

new

foundation

and

footings

not

interfere

with

the

existing

equipment

that

place

inside

the

equipment

room.

The

equipment

room

located

under

the

existing

dock

concrete

floor.

The

new

foundations

and

footings

shall

also

not

interfere

with

the

new

overhead

dual

bridge

crane

that

will

installed

top

the

dock

floor

and

also

not

interfere

with

the

new

blast

booths

and

media

recovery

systems

that

will

installed

later

time.

the

structural

footings

are

above

the

floor

elevation

the

equipment

room

inside

any

portion

the

new

building

enclosure,

then

the

structural

footings

shall

not

protrude

than

24”

into

the

enclosure

room

area

measuring

from

the

inside

wall

perimeter

the

new

building

enclosure

room.

This

necessary

that

the

structural

footings

columns

not

interfere

with

the

existing

equipment

the

new

process

equipment

operations

procedures

the

two

new

blast

booths

and

associated

equipment

appurtenances

that

will

installed

after

the

enclosure

project

completed.

Note:

All

excavation

work

within

feet

Questar

high

pressure

natural

gas

distribution

line

will

require

Questar

Gas

technicians

on‐site

during

the

excavation.

Contractor

shall

coordinate

this

through

Blue

Stakes.

2.4

ROOFING:

The

roof

shall

standing

seam

metal

roof

(double

lock

–

machine

seamed)

and

shall

from

continuous

roll

sheet

from

ridge

eave.

minimum

the

roof

R‐value

shall

R‐30.

Provide

roof

fascia

extend

down

the

face

the

metal

wall

panels

length

and

profile

match

fascia

height

the

existing

adjoining

canopy

just

the

north

the

project

site.

Comply

with

NRCA

(National

Roofing

Contractors

Association)

standard

details

for

the

metal

roof

and

fascia.

The

roof

shall

slope

away

from

building

507

towards

the

east.

The

roof

slope

shall

never

less

than

1:12

slope.

The

new

roof

color

shall

match

the

existing

canopy

roof

color

and

fascia

color.

The

complete

structure

shall

designed

meet

exceed

all

Utah

State

seismic

zone

codes

requirements

and

the

roof

shall

designed

for

all

roof

loads

including

all

snow

loads,

wind

loads,

and

any

roof

equipment

loads

for

this

geographical

area

per

all

applicable

codes

and

requirements.

(Also

see

UFC

3‐301‐01).

Provide

roof

snow/ice

dams

and

roof

gutter

drain

system

including

heat

tape

for

the

complete

gutter

system

insure

proper

drainage

for

all

areas

and

for

the

down

spouts

flow

freely

from

the

roof

gutter

system.

The

contractor

shall

provide

and

install

heat

tape

temperature

controller

inside

the

building

for

proper

heat

tape

auto

temperature

adjustment

and

also

install

fault

indicator

that

clearly

indicates

when

the

heat

tape

operating

and

when

there

fault

the

heat

tape

system.

Any

roof

wall

penetrations

and

connections

including

the

main

building

shall

completely

sealed

from

any

infiltration

leakage.

This

roof

system

shall

meet

all

NFPA

and

UFC

requirements

and

the

complete

roof

system

shall

water

proof.

This

new

roof

shall

also

provide

full

protection

against

all

weather

conditions.

All

roof

flashing

designs

shall

submitted

for

approval

the

Hill

AFB

Architects

and

project

manager.

The

colors

all

materials

shall

submitted

the

Hill

AFB

project

manager

for

approval

before

purchase

and

installation.

Design

and

install

ice

and

snow

protection

for

the

existing

gas

meter

equipment

that

located

the

north

east

corner

area

the

elevated

dock

area.

The gas

meter

location

shown

the

attached

layout

drawings.

The

protection

this

gas

meter

can

metal

lean

type

design

that

structurally

designed

withstand

all

inclement

weather

conditions

and

keep

roof

ice

from

falling

onto

the

gas

meter.

This

gas

meter

protection

structure

shall

also

architecturally

compatible

with

Hill

AFB

requirements

and

allow

for

easy

maintenance

the

natural

gas

meter

and

piping.

submittal

the

proposed

design

shall

provided

the

government

project

manager

for

review

and

approval.

2.5

EQUIPMENT

ACCESS

DOORS:

The

blast

booth

enclosure

shall

equipped

with

two

electric

type

opening

heavy

metal

gauge

powder

coat

painted

steel

roll

doors.

These

roll

doors

are

required

facilitate

equipment

maintenance

and

blast

media

removal

from

the

area.

The

contractor

shall

evaluate

NFPA

and

requirements

for

these

two

roll

doors

and

also

requirements

for

the

two

man

egress

doors.

The

contractor

shall

provide

and

install

doors

that

meet

all

code

requirements.

The

contractor

shall

provide

and

install

automatic

door

closers

the

man

doors.

The

contractor

shall

provide

all

materials

and

labor

for

the

complete

doors

installations

including

all

the

required

electrical

work

(460

V/3PH/60HZ)

for

these

roll

doors.

The

electric

opening

steel

roll

doors

shall

heavy

duty

storm

tight

doors

(example:

Cookson

Thermiser

style

storm

tight

insulated

roll

doors

equal)

and

the

roll

door

slats

shall

insulated

with

closed

cell

high

density

polyurethane

foam

insulation.

The

roll

doors

shall

also

constructed

gauge

steel

that

galvanized,

phosphatized,

and

polyester

powder

coat

painted

the

outdoors

side

and

gauge

steel

that

galvanized,

phosphatized,

and

polyester

powder

coat

painted

the

interior

side.

These

doors

shall

designed

for

inside

fit

and

the

roll

doors

shall

installed

the

inside

the

building

keep

the

door

hood,

motor,

and

barrel

out

the

inclement

weather

conditions.

The

hood

for

these

doors

shall

also

steel

that

galvanized,

phosphatized,

and

polyester

powder

coat

painted.

The

guides

shall

structural

steel,

phosphatized,

and

polyester

powder

coat

painted.

These

roll

doors

shall

also

have

manual

override

chain

hoist

system

each

door

for

opening

and

closing

the

doors

case

power

failure.

The

two

roll

doors

will

located

the

East

side

the

enclosure

shown

the

layout

drawings.

The

size

each

the

roll

doors

shall

18’

wide

and

15’

tall.

There

shall

personnel

egress

doors

(man

doors)

located

the

lower

level

the

enclosure

exit

the

outside

shown

the

concept

layout

drawings.

All

doors

shall

metal,

powder

coat

painted

and

insulated.

2.6

PAD

MOUNTED

OVERHEAD

CRANE:

The

contractor

shall

design,

provide,

and

install

overhead

dual

bridge

crane

system

that

includes

reinforced

concrete

footings

for

all

the

crane

structural

columns

and

their

respective

mounting

locations.

The

overhead

dual

bridge

crane

system

shall

primed

and

painted

safety

yellow

color.

The

dual

bridge

crane

system

shall

designed

and

installed

that

there

are

two

bridge

cranes

installed

the

same

structural

railway

travel

system.

Each

bridge

crane

shall

operated

independently

the

each

other

and

they

may

both

operated

the

same

time

the

operator

choses

so.

The

dual

bridge

crane

system

shall

installed

the

existing

dock

area

assist

the

building

507

customers

material

handling

operations

parts

staging.

Each

bridge

crane

shall

rated

minimum

one

ton

capacity.

The

two

bridge

cranes

shall

each

have

two

speeds

capability

and

they

shall

provided

with

remote

control

operation.

The

contractor

shall

provide

the

remote

control

crane

operator

pendants

for

each

bridge

crane

and

the

contractor

shall

also

provide

crane

operator

training.

The

crane

operator

training

shall

provided

certified

crane

manufacture

trainer.

These

two

bridge

cranes

shall

have

pendant

controls

for

each

bridge.

The

two

bridge

cranes

shall

each

have

minimum

hook

height

feet

measured

from

the

dock

floor

elevation

the

crane

hook

elevation.

Maximum

available

hook

height

desired.

The

crane

and

building

enclosure

shall

designed

provide

maximum

available

crane

hook

height

without

any

interference

obstacles.

Bridge

crane

stop

locations

shall

coordinated

with

the

Hill

AFB

project

manager

and

the

process

engineer.

This

overhead

crane

system

shall

designed

span

entire

length

and

width

the

new

enclosure

dock

area,

and

this

crane

system

shall

able

lift

from

any

point

within

this

dock

area

span.

The

dock

area

span

approximately

70’

24’,

but

the

contractor

shall

field

measure

and

verify

the

exact

measurements

the

full

dock

area

room

span

(see

concept

layout

plan).

The

contractor

required

load

test

the

dual

bridge

crane

system

and

provide

written

certification

documenting

that

the

crane

system

meets

all

safety

requirements

and

that

the

crane

system

passed

all

the

required

load

tests.

This

load

test

shall

done

third

party

crane

load

testing

company

that

certified

inspect

and

load

test

cranes.

Bridge

stop

locations

shall

coordinated

with

the

Hill

AFB

project

manager

and

the

process

engineer.

2.7

FLOORING:

The

contractor

shall

remove

all

the

existing

asphalt

this

new

building

enclosure

site

area

below

the

dock

that

the

new

concrete

floor

and

perimeter

footings

can

installed.

The

contractor

shall

remove

much

the

existing

asphalt,

gravel

and

dirt

required

prepare

the

site

for

the

new

installation.

The

removed

material

that

will

not

reused

(asphalt,

dirt,

gravel)

shall

hauled

away

the

contractor

and

taken

off

Hill

AFB

property.

This

waste

material

that

hauled

away

shall

disposed

government

approved

land

fill

site.

The

area

where

the

asphalt

was

removed

shall

filled

with

the

new

civil

engineer

designed

material

and

then

compacted

designed

and

required

for

the

new

6”‐

7”

thick

reinforced

5,000

psi

rating

concrete

floor.

This

new

concrete

floor

shall

match

the

elevation

the

asphalt

floor

area

elevation

before

removal,

and

critical

that

the

new

concrete

floor

level.

The

concrete

floor

required

level

for

the

installation

the

two

blast

booths

per

the

blast

booths

manufactures’

specifications.

These

two

blast

booths

will

installed

under

different

contract

once

the

enclosure

completed.

There

oil

water

separator

located

underground

this

area

and

has

round

metal

cover

that

can

seen.

The

underground

oil

water

separator

and

metal

cover

that

visible

the

ground

floor

elevation

shall

remain

place.

The

finished

concrete

floor

elevation

shall

the

same

elevation

the

top

the

oil

water

separator

elevation.

There

shall

smooth

elevation

transition

from

the

new

building

enclosure

area

out

the

street

area,

that

fork

lifts

entering

and

leaving

the

enclosure

through

the

roll

doors

will

have

smooth

easy

transition

into

and

out

the

enclosure.

The

enclosure

concrete

slab

shall

meet

exceed

5,000

psi

compression

tests

requirements.

The

contractor

shall

have

this

concrete

tested

third

party

certified

concrete

lab

testing

company

and

the

written

concrete

test

results

shall

signed

and

dated

the

lab

and

submitted

the

government

project

engineer.

The

contractor

shall

provide

industrial/manufacturing

grade

(heavy

duty)

epoxy

floor

coating

for

all

concrete

floor

areas

this

new

enclosure

building

(dock

floor

area

and

lower

new

concrete

floor

area).

The

contractor

shall

provide

submittal

for

the

heavy

duty

epoxy

coating

they

propose

use

for

this

project

and

government

approval

required

prior

purchase

installation

this

epoxy

floor

coating

system.

The

repair

replacement

the

upper

dock

concrete

area

shall

evaluated

the

contractor

and

the

contractor

shall

provide

two

design

options

how

this

area

can

best

repaired

replaced.

may

possible

grind

and

resurface

this

dock

area

that

all

the

expansion

joint

concrete

sections

and

transitions

are

level

and

the

same

elevation.

also

possible

that

these

concrete

areas

need

removed

and

replaced.

The

contractor

shall

evaluate

the

dock

area

and

provide

two

options

how

correct

this

problem.

The

existing

dock

area

expansion

joint

filler

material

shall

removed

and

the

expansion

joint

shall

cleaned

per

the

recommendations

the

filler

material

manufacture.

Proper

cleaning

the

joints

critical

for

long

lasting

joint

filler

adhesion

and

for

proper

installation

and

wear.

The

new

epoxy

floor

installation

shall

compatible

with

the

expansion

joint

material.

this

not

the

best

way

correct

this

joint

sealing

problem,

then

the

contractor

shall

give

his

her

recommendation

how

accomplish

the

best

results

and

design

the

solution.

There

are

large

holes

the

existing

dock

floor

and

also

the

drop

off

end

dock

side

wall.

These

holes/voids

are

where

machinery

used

located

and

this

machinery

has

been

removed

leaving

large

hole

areas

that

need

filled.

The

filler

material

shall

compacted

per

the

contractors

engineering

design,

and

then

poured

and

filled

with

new

5000

psi

rated

reinforced

concrete.

The

largest

dock

area

hole

approximately

13’

8’

3’.

These

holes/voids

shall

filled

and

finished

match

the

rest

the

top

dock

floor

elevation.

The

top

elevation

the

new

enclosure

dock

floor

area

shall

leveled

match

the

building

507

floor

elevation.

The

complete

dock

floor

area

needs

designed

and

repaired

replaced

using

the

best

available

self‐leveling

concrete

filling

material

level

all

areas

that

need

filler

and

then

heavy

duty

epoxy

floor

system

shall

applied

over

the

top

the

dock

area

concrete

floor

mentioned

above.

The

end

result

shall

finished

concrete

floor

surface

with

epoxy

coating

covering

the

entirety

the

upper

dock

level

area.

The

contractor

shall

propose

the

two

best

repair

replacement

methods

and

the

best

materials

accomplish

the

dock

floor

leveling

work.

The

contractor

shall

provide

the

best

leveling

filler

material

available

that

the

floor

will

not

fracture,

crumble,

sustain

any

damage

under

heavy

moving

equipment

point

loads

applied

process

operators

pushing

materials

handling

equipment

carts,

forklifts,

and

the

and

unloading

parts

and

parts

staging

the

concrete

floor.

There will also

parts

beings

off

loaded

and

loaded

into

and

out

the

blast

booths.

The

contractor

shall

also

provide

the

warranty

information

for

the

proposed

floor

repair

replacement

construction

and

the

government

will

prefer

the

method

with

the

longest

warranty

period.

Note:

There

mechanical

equipment

room

below

the

dock

floor

level

the

north

end

the

dock

and

this

concrete

floor

area

repair

will

require

the

best

available

engineering

solution

also.

The

contractor

shall

provide

submittals

for

review

and

approval

the

Government

project

manager

and

the

process

engineer

before

this

concrete

work

started.

Note:

All

excavation

work

within

feet

Questar

high

pressure

natural

gas

distribution

line

will

require

Questar

Gas

technicians

on‐site

during

the

excavation.

Contractor

shall

coordinate

this

through

Blue

Stakes.

2.8

ELECTRICAL

POWER

SYSTEM:

The

contractor

responsible

for

all

electrical

materials,

labor,

and

electrical

installation.

There

main

electrical

buss

duct

system

overhead

inside

the

building

507

process

area.

This

buss

duct

approximately

feet

away

from

the

new

enclosure

entrance

opening

which

leads

the

new

blast

booth

enclosure

area.

The

contractor

shall

tap

into

this

buss

duct

obtain

the

electrical

power

requirements

the

new

blast

booth

enclosure

area.

The

contractor

shall

provide

and

install

electrical

safety

disconnect

switch

the

buss

duct

and

run

all

conduit

and

wires

required

for

the

power

the

new

enclosure

area.

The

contractor

shall

first

evaluate

and

verify

that

there

sufficient

electrical

capacity

this

overhead

electrical

buss

duct

location

supply

all

the

electrical

requirements

the

new

blast

booth

enclosure.

the

contractor

determines

that

the

power

available

the

buss

duct

location

not

sufficient

feed

the

power

requirements

the

new

blast

booth

enclosure,

then

the

contractor

shall

obtain

the

power

from

the

southeast

electrical

vault

location.

The

Contractor

shall

provide

and

install

each

400

amp

underwriters

Lab

(UL)

listed

and

labeled

electrical

power

panel

for

the

277/480

3ph

electrical

power

required

for

the

new

building

enclosure.

The

power

panel

shall

listed

and

labeled

and

shall

have

minimum

circuit

breaker

spaces

and

all

the

necessary

circuit

breakers.

The

circuit

breakers

shall

also

listed

and

labeled.

The

new

installed

electrical

panel

shall

located

inside

the

new

blast

booth

building

enclosure

central

location

that

easily

accessible

and

out

the

way

material

handling

equipment.

The

contractor

shall

coordinate

the

electrical

panel

location

with

the

government

project

manager.

The

contractor

shall

also

provide

and

install

each

100

amp

rated

electrical

power

panel

that

listed

and

labeled

for

the

120/208

3ph

power

requirements

the

new

building

enclosure.

The

power

panel

shall

have

minimum

circuit

breaker

spaces

and

all

the

necessary

circuit

breakers

provide

the

power

requirements

the

new

building

enclosure.

All

circuit

breakers

shall

listed

and

labeled.

The

contractor

shall

calculate,

provide,

and

install

listed

and

labeled

transformer

step

down

the

power

from

480

120

for

the

power

requirements

the

120

panel.

This

step

down

transformer

shall

have

all

copper

windings.

Aluminum

windings

shall

not

allowed.

All

electrical

wiring

for

any

and

all

power

requirements

shall

also

copper

wire.

Aluminum

wire

shall

not

allowed.

All

buss

connections

and

electrical

busses

provided

any

electrical

equipment

panels

shall

copper

only.

Aluminum

shall

not

allowed

for

any

electrical

busses

any

portion

the

electrical

work

this

project.

The	Contractor	shall	provide	the	electrical	design	proposals	for	review.	The
contractor	shall	schedule	and	submit	outage	documents	for	any	required	utilities	outages
(electrical,	excavation,	water,	compressed	air,	breathing	air,	etc.)	The	enclosure	shall	be
equipped	with	electrical	surge

suppression

protection

inside

the

new

building

enclosure

and

shall

listed

and

labeled

and

meet

underwriters

Lab

(UL)

certification

requirements.

All

the

electrical

materials

supplied,

electrical

engineering

design,

and

installation

work

shall

compliance

with

latest

National

Electrical

Code

(NEC),

UFC’s,

UL,

and

Hill

AFB

facility

design

requirements.

2.9

LIGHTING:

Shall

ceiling‐mounted

light‐emitting

diode

(LED)

light

fixtures.

The

light

fixtures

and

LED

lights

shall

rated

100

foot‐candles

minimum

with

color

temperature

rating

5100k

the

work

surface.

The

lighting

layout

shall

designed

for

the

correct

number

light

fixtures

and

the

light

fixtures

shall

optimized

and

located

provide

required

lighting

for

the

complete

blast

booth

enclosure

process

area.

The

light

switch

system

shall

designed

allow

for

all

the

lights

for

half

the

lights

turned

off

any

time.

The

design

shall

strategically

place

the

half

banks

lights

evenly

around

the

ceiling

enclosure

area

that

only

half

the

lights

are

the

entire

area

still

has

even

lighting.

There

shall

also

emergency

lighting

with

battery

backup

provided

and

this

shall

designed

meet

all

code

and

specification

requirements.

The

contractor

shall

use

the

existing

lighting

electrical

power

panel

for

the

light

power

requirements

the

new

building

enclosure.

This

electrical

panel

located

inside

the

main

building

507

process

area

near

the

entrance

door

the

new

enclosure.

This

electrical

panel

has

spare

breaker

spaces

and

the

customer

wants

this

electrical

panel

used

for

the

lighting

because

they

use

automated

maintenance

program

for

all

the

building

lighting.

There

shall

light

switches

the

entrance

the

enclosure

turn

all

the

lights

off

half

the

lights

off

stated

above.

Note:

The

contractor

shall

verify

that

there

enough

capacity

available

this

existing

lighting

electrical

panel.

there

not

enough

capacity

the

existing

electrical

panel,

then

the

contractor

shall

required

tie

into

the

overhead

electrical

buss

system

and

install

safety

disconnect

switch

and

any

and

all

other

required

electrical

parts

for

full

and

complete

lighting

system.

There

shall

also

lighting

outside

the

building

illuminate

the

roll

door

area

and

man

door

areas

night

and

the

outside

door

lighting

shall

have

their

own

dedicated

electrical

switches

located

inside

near

the

doors.

2.10

FIRE

ALARM

SYSTEM:

Fire

alarm

and

mass

notification

systems

shall

connect

with

the

existing

fire

alarm

system

and

operate

according

the

National

Fire

Protection

Association

(NFPA)

and

UFC

requirements.

Any

modifications

the

system

need

approved

the

Base

Fire

Department

and

base

alarm

shop.

The

fire

alarm

system

shall

interlinked

with

the

blast

media

system

equipment

and

the

HVAC

system.

the

event

that

there

fire

alarm

activated

the

fire

alarm

interlink

shall

shut

down

all

the

blast

media

systems

equipment

and

also

the

HVAC

equipment.

The

contractor

shall

design

and

provide

fire

suppression

and

alarm

system

that

meets

ETL

02‐

15,

UFC

3‐600‐01,

NFPA 72,

and

all

other

the

applicable

requirements,

including

Air

Force

Civil

Engineering

Center

(AFCEC)

Interim

Guidance

that

given

precedence

for

the

operation

the

building

507

new

enclosure.

2.11

FIRE

SUPPRESSION:

The

contractor

shall

design

and

provide

fire

suppression

and

alarm

system

that

meets

UFC

3‐600‐01

and

all

other

the

applicable

requirements,

including

Air

Force

Civil

Engineering

Center

(AFCEC)

Interim

Guidance

that

given

precedence

for

the

operation

the

building

507

new

enclosure.

NOTE: NFPA Chapter 13 Section 10.4.3.1 prohibits fire service mains that run further than 10 feet under a building. Currently a section of high pressure fire suppression line does run between the PIV and the interior fire riser on the east wall. The contractor shall insure that the design and construction for this project is in compliance with NFPA Chapter 13 Section 10.4.3.1 and all other UFC and NFPA codes as required for underground fire suppression piping.

1523148610C Highlight

The contractor shall survey and evaluate the existing available Hill AFB fire protection water distribution system and conduct water flow tests, water volume test, and pressure tests as necessary to determine that there is enough water capacity to be able to provide a design that meets all of the requirements. The contractor shall submit detailed building sprinkler shop drawings and calculations to the base fire department and to the Government project manager prior to beginning the construction of the building enclosure for the two blast booths. The shop drawings submittals shall include all water testing results and calculations, etc. Note: All ferrous materials and water lines that are in contact with the earth shall have cathodic protection. The fire protection water piping system shall have cathodic protection installed by the contractor. See cathodic protection in the Hill AFB Facility Design Standard. The drawings shall be signed and stamped by a professional fire protection design engineer (FPDE).

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

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

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

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

2.12

HEATING

AND

VENTILATION:

The

equipment

enclosure

addition

shall

equipped

with

HVAC

system.

There

shall

heating

for

winter

conditions

and

cooling

systems

for

the

summer

along

with

any

and

all

required

make‐up

and

ventilation

air.

Summer

controlled

temperature

requirements

shall

+/‐

degrees

Fahrenheit

(F).

Winter

controlled

temperatures

requirements

shall

+/‐

degrees

The

HVAC

design

shall

take

into

account

the

volume

make‐up

air

required

for

the

two

blast

booths

while

operation

and

also

for

the

new

building

enclosure

materials

handling

operation.

The

future

blast

booths

air

recirculation

and

media

recovery

system

requirements

shall

included

the

evaluation

the

HVAC

system

design

make

sure

the

HVAC

system

will

meet

all

requirements.

Air

requirements

include

that

proper

make‐up

air

supply

volumes

shall

provided

for

any

exhausted

air

and

for

the

required

room

air

changes

per

hour

this

new

building

enclosure.

The

new

HVAC

system

equipment

shall

all

energy

star

rated

and

the

high

energy

efficient

type.

The

contractor

shall

design

all

HVAC

requirement

solutions

and

provide

direct/indirect

(dir/ind)

evaporative

cooling

and

the

dir/ind

unit

units

shall

stainless

steel

material

fabrication.

The

new

air

handler

and

air

handlers

and

the

dir/

ind

units

shall

located

the

roof

the

existing

building

507.

This

roof

area

located

few

feet

west

where

the

new

building

enclosure

will

tie

into

the

building

507

roof

area.

There

curb

the

roof

where

old

unit

was

removed

and

this

curb

can

used

meet

requirements.

The

structural

engineer

shall

verify

that

the

roof

can

sustain

all

and

design

extra

roof

bracing

required

for

seismic,

wind,

weight,

and

any

other

required

load

calculations.

The

contractor

shall

make

sure

the

installation

safe

and

meets

all

requirements.

The

heating

system

shall

use

natural

gas

the

fuel

for

the

equipment

considered

the

heating

design.

air

handler

with

both

heating

and

cooling

considered

the

design,

then

the

air

intake

the

dir/ind

cooler

and

also

the

air

intake

the

heater

filter

bank

must

protected

from

inclement

weather.

The

equipment

shall

have

large

protective

shroud

and

this

shall

proven

design

that

shall

protect

and

keep

the

air

intake

filters

dry

all

weather

conditions

(rain,

snow,

sleet,

fog,

etc).

The

air

intake

shall

the

proper

distance

from

any

exhausts

contaminants

and

the

design

shall

provide

preheat

the

entering

air

the

air

intake

filter

bank

keep

the

filters

dry

moist

air

outside

air

does

not

freeze

collect

the

filters

and

reduce

air

flow.

Any

HVAC

equipment

that

installed

outside

shall

have

18”

high

structural

curb

that

the

equipment

will

bolted

welded

and

the

equipment

shall

anchored

correctly

meet

seismic

requirements

for

this

geographical

part

the

State

Utah.

Another

heating

option

that

will

considered

locate

gas

heaters

inside

the

new

enclosure

area,

but

they

would

have

located

out

the

way

any

interference

processes

process

equipment

access

areas.

They

shall

located

where

they

can

easily

serviced.

they

are

located

high

and

can’t

serviced

from

floor

level,

then

OSHA

approved

catwalks

and

ladders

shall

required

access

them.

The

equipment

and

installed

locations

also

have

meet

all

fire

code

requirements.

All

the

HVAC

equipment

and

ducting

shall

located

out

the

way

the

two

bridge

cranes

and

crane

travel

paths

for

the

two

bridge

cranes.

These

bridge

cranes

will

installed

and

located

overhead

inside

the

enclosure

dock

area.

These

two

blast

booths

will

installed

after

this

construction

enclosure

project

complete.

The

contractor

shall

provide

direct

digital

controls

(DDC’s)

for

the

complete

HVAC

system.

The

contractor

shall

also

provide

all

the

programming

for

the

DDC’s

system

and

connect

the

DDC’s

system

the

Hill

AFB

EMCS

office.

The

contractor

shall

coordinate

the

DDC’s

connection

the

EMCS

system

with

the

Hill

AFB

project

manager.

The

contractor

shall

also

provide

and

install

any

and

all

required

equipment,

wiring,

sensors,

etc.

and

the

installation

required

for

the

complete

DDC’s

and

EMCS

system

and

connection.

The

contractor

shall

also

supply

independent

third

party

company

commission

the

complete

HVAC

system

for

this

new

building

enclosure.

The

contractor

shall

provide

copy

the

commissioning

plan,

the

commissioning

agents

name

and

qualifying

certifications

for

government

approval

prior

the

start

the

commissioning

process.

The

contractor

shall

also

provide

test

and

balance

the

equipment

and

test

and

balance

report

along

with

commissioning

report

the

Hill

AFB

project

manager.

The

new

enclosure

addition

air

pressure

needs

remain

slightly

negative

compared

the

main

building

507.

The

contractor

shall

design

the

HVAC

system

that

generates

enough

make

air

for

this

enclosure

area

and

the

system

shall

have

proper

controls

make

sure

the

new

enclosure

are

kept

the

proper

pressure

all

times.

The

contractor

shall

make

sure

that

the

HVAC

design

and

installation

does

not

allow

air

from

the

enclosure

area

migrate

into

the

main

building

507

process

area.

The

blast

media

and

the

paint

that

removed

from

parts

during

the

bead

blast

process

considered

hazardous

and

the

contractor

needs

design

the

HVAC

system

that

the

enclosed

area

always

negative

pressure

compared

the

main

building

507

that

the

contaminants

not

migrate

into

the

main

building

507

process

area.

The

two

blast

media

booths

will

exhaust

45,000

CFM

each

for

total

90,000

CFM.

There

are

three

make

air

units

the

main

building

507

area

near

this

new

enclosure

and

they

provide

35,000

CFM

each

makeup

air

for

total

105,000

CFM

the

main

building

area.

The

contractor

shall

evaluate

and

verify

the

correct

exhaust

rates,

ventilation

rates,

and

the

required

make‐up

air

for

the

enclosure

area

for

the

design.

The

contractor

ultimately

responsible

for

the

correct

amount

make

air

that

provided

this

area

when

two

blast

booths

are

operating,

when

only

one

blast

booth

operating,

when

the

two

blast

booths

are

shut

down.

This

design

requires

electrical

interlink

and

variable

speed

make‐up

air

adjustment

(Variable

Frequency

Drive,

VFD)

provided

ensure

this

enclosure

area

remains

negative

pressure

under

all

conditions.

The

contractor

shall

provide

and

install

accurate

pressure

measuring

and

monitoring

device

that

verifies

that

the

enclosure

area

remains

negative

pressure

and

the

contractor

shall

provide

and

install

room

pressure

display

the

wall

that

shall

show

the

room

pressure

all

times.

The

contractor

shall

also

install

this

same

type

measuring

and

monitoring

device

the

wall

the

main

building

507

process

area

near

the

opening

into

the

enclosure

area

that

the

pressures

both

areas

can

read

and

that

negative

pressure

the

new

enclosure

area

can

verified

all

times.

The

amount

negative

pressure

shall

not

great

that

impleads

interferes

with

the

blast

booth

exhaust

equipment

operation,

any

portion

the

HVAC,

cause

trouble

with

the

opening

closing

any

room

doors.

There

shall

manual

emergency

mushroom

style

HVAC

stop

(shut

off)

switch

the

complete

HVAC

system

case

fire

air

contamination

located

easily

accessible

location

that

shall

approved

the

Hill

AFB

Fire

Department.

The

contractor

shall

supply

and

install

the

HVAC

shut

off

switch

and

protective

clear

plastic

enclosure

for

the

switch.

The

emergency

shut

off

switch

cover

shall

hinged

that

the

cover

can

easily

opened

allow

access

the

HVAC

emergency

stop

switch.

The

complete

new

HVAC

system

shall

comply

with

UFC

4‐010‐01,

Department

Defense

(DOD)

minimum

antiterrorism

standards

for

buildings.

2.13

ENTRY

INTO

THE

ENCLOSURE:

The

existing

doorway

from

the

main

building

shall

widened

and

expanded.

The

contractor

shall

remove

the

present

existing

temporary

wall

sections

being

used

cover

the

opening.

The

new

opening

shall

approximately

feet

wide

feet

tall,

allow

easy

entry

the

material

handling

carts

which

roll

wheels

and

will

manually

pushed

into

and

out

the

blast

booth

enclosure

area.

Note:

There

are

electrical

conduits

and

wiring

that

may

need

relocated

increase

the

door

opening

height

and

frame

and

flash

the

opening.

The

entryway

elevation

the

existing

building

507

floor

shall

continued

into

the

new

enclosure

area

without

any

elevation

changes

floor

elevation

obstacles.

This

required

provide

smooth

and

easy

transition

the

material

handling

carts

that

are

manually

pushed

into

and

out

the

new

building

enclosure

and

blast

booth

area.

The

door

way

opening

shall

structurally

framed

and

flashed

provide

nice

looking

transition

from

the

main

building

area

into

the

new

building

enclosure

area.

2.14

PROCESS

COMPRESSED

AIR

PIPING:

The

contractor

shall

responsible

for

all

materials

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