W912HN-19-B-3001.pdf

PDF 19 MB Posted Nov 29, 2018

Attached to: Aircraft Test Engine Facility, Hunter Army Airfield
Solicitation number: W912HN19B3001
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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C.04.01_Bid_Opening_Sign-In_Sheet-W912HN19B3001.pdf	PDF	Jan 11, 2019
C.04.01_Abstract-W912HN19B3001.pdf	PDF	Jan 11, 2019
W912HN-19-B-3001_AMD1.PDF	PDF	Dec 20, 2018
amd1.pdf	PDF	Dec 20, 2018
19B3001vol1.PDF	PDF	Dec 20, 2018
19B3001vol2.PDF	PDF	Nov 29, 2018
19B3001vol1.PDF	PDF	Nov 29, 2018

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US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

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ISSUED FOR CONSTRUCTION

A M

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SAVANNAH DISTRICT

HUNTER ARMY AIRFIELD, GEORGIA

AMCOM FLEXIBLE ENGINE DIAGNOSTIC SYSTEM

TEST FACILITY

W912HN-19-B-3001

29 SEPTEMBER 2018

FY18, PN 89128

G E

N E

R A

-4

-0

9.29.18

Expires: 12312018

09/29/2018

6/15/20189/29/2018

EXP. 12/31/2018

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OHCD OVER HEAD COILING DOOR

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Room name

150 SF

PLAN NORTH

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

A101

SIM

A101

SIM

LEVEL ELEVATION

LEVEL 1

0' - 0"

SYMBOLS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RAD RADIAT(-E, -ION, -OR)

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

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B Y

C H

E C

K E

D B

A N

S I D

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D A

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C O

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G L E

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N N

A H

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P S

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P S

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P .Z

J .J

U N

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T E

M B

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N -1

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-3

E N

A M

ISSUED FOR CONSTRUCTION

A M

C O

M F

L E

E N

E D

N O

S T

Y S

T E

M T

E S

T F

A C

F Y

H A

A F

M C

O M

-E T

F A

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H .r v t

G E

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-4

-0

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

MECHANICAL

M-001 NOTES AND ABBREVIATIONS

M-002 DESIGN PARAMETERS

M-111 FLOOR PLAN

M-121 ROOF PLAN

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-601 SCHEDULES

M-701 CONTROLS

ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS

E-002 GENERAL NOTES AND

REFERENCES

ES101 SITE PLAN

EG101 GROUNDING PLAN

EP101 POWER PLAN

EP102 EQUIPMENT POWER PLAN

EP601 ONE-LINE DIAGRAM

EP701 PANEL SCHEDULES

EL101 LIGHTING PLAN

EL701 LIGHTING SCHEDULE AND

DETAILS

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-504 DETAILS

TELECOMMUNICATIONS

T-001 TELECOM SYMBOL LEGEND

AND GENERAL NOTES

TS101 SITE PLAN

T-101 SYSTEMS PLAN

T-401 TELECOM ROOM LAYOUT

T-501 TELECOM DETAILS

T-601 SYSTEMS RISERS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX, SYMBOLS, &

ABBREVIATIONS

G-003 GENERAL NOTES

LIFE SAFETY

GI001 LIFE SAFETY CODE ANALYSIS

GI101 LIFE SAFETY PLAN

CIVIL

GC101 HAUL ROUTE

C-001 GENERAL NOTES

C-002 GENERAL NOTES

C-003 GENERAL NOTES

VF101 EXISTING CONDITIONS

BB100 BORING LOG

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING PLAN

CU101 UTILITY PLAN

CE101 EROSION CONTROL PLAN

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 EROSION CONTROL AND

LANDSCAPE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-004 GENERAL NOTES

S-005 TYPICAL CONCRETE DETAILS

S-006 TYPICAL MASONRY DETAILS

S-101 SLAB-ON-GRADE AND

FOUNDATION PLAN

S-102 EQUIPMENT FRAMING PLAN

S-201 NORTH AND SOUTH

ELEVATIONS

S-202 EAST AND WEST ELEVATIONS

S-301 FRAMING ELEVATIONS

S-302 FRAMING ELEVATIONS

S-401 ENLARGED FRAMING PLANS

AND DETAILS

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

S-601 SCHEDULES

ARCHITECTURAL

A-100 SITE PLAN

A-101 FLOOR PLAN

A-102 FIRST FLOOR REFLECTED

CEILING PLAN

A-103 ROOF PLAN

A-201 EAST AND WEST ELEVATIONS

A-202 NORTH AND SOUTH

ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTION

A-310 WALL SECTIONS

A-320 WALL DETAILS

A-401 ENLARGED RESTROOM PLAN

A-510 ROOF DETAILS

A-520 CEILING DETAILS

A-601 PARTITION TYPES

A-602 DOOR SCHEDULE

A-603 DOOR AND LOUVER DETAILS

A-604 WINDOW SCHEDULE AND

DETAILS

A-801 PERSPECTIVE VIEWS

INTERIOR DESIGN

IF101 FURNITURE PLAN

IG501 ROOM SIGNAGE SCHEDULE &

DETAILS

IN501 ROOM FINISH SCHEDULE &

LEGEND

FIRE PROTECTION

FA001 FIRE ALARM GENERAL NOTES

AND DETAILS

FA101 FIRE ALARM PLAN

FA500 FIRE ALARM INPUT/OUTPUT

MATRIX

FA501 FIRE ALARM RISER DIAGRAM

FX001 FIRE SPRINKLER GENERAL

NOTES

FX101 WET PIPE FIRE SPRINKLER

SYSTEM PLAN

FX102 DELUGE FIRE SPRINKELR

SYSTEM PLAN

FX103 WATER SPRAY FIXED SYSTEM

PLAN

FX104 FIRE PROTECTION

EQUIPMENT ROOM PLAN

FX500 FIRE PUMP CONTROLLER

DETAILS

FX501 FIRE SUPPRESSION HANGER

AND BRACE DETAILS

PLUMBING

P-001 LEGEND AND ABBREVIATIONS

P-101 UNDERFLOOR PLAN

P-111 FLOOR PLAN

P-501 DETAILS

P-502 DETAILS

P-601 SCHEDULES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

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B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

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J .E

P S

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J .E

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M B

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N -1

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-3

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A M

ISSUED FOR CONSTRUCTION

A M

C O

M F

L E

E N

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N O

S T

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M T

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A C

F Y

H A

A F

M C

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-E T

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1. CONDUCT: WHILE IN OR ABOUT THE BUILDING, ALL TRADESPERSONS SHALL PERFORM IN A

DIGNIFIED, QUIET, COURTEOUS AND PROFESSIONAL MANNER AT ALL TIMES. TRADESPERSONS

SHALL WEAR CLOTHING SUITABLE FOR THEIR WORK AND SHALL REMAIN FULLY ATTIRED AT ALL

TIMES.

A. THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANYONE WHO IS CAUSING A DISTURBANCE TO ANY OCCUPANT OF THE BUILDING OR ANY OTHER PERSON USING OR SERVICING THE BUILDING;

IS INTERFERING WITH THE WORK OF OTHERS; OR IS ANY WAY DISPLAYING CONDUCT OR

PERFORMANCE NOT COMPATIBLE WITH THE GOVERNMENT’S STANDARDS.

B. THE PLAYING OF RADIOS IN ANY SPACE IS STRICTLY FORBIDDEN. ANY TRADESPERSON FOUND

PLAYING A RADIO WILL BE ASKED TO TURN IT OFF OR REMOVE IT FROM THE PREMISES.

C. SMOKING IS PROHIBITED IN ANY OF THE BUILDINGS.

NO TRADESPERSONS WILL BE PERMITTED TO ENTER ANY PRIVATE OR PUBLIC SPACE IN THE

BUILDING, OTHER THAN THE WORK AREA OR COMMON AREAS OF THE BUILDING NECESSARY TO

GIVE DIRECT ACCESS TO THE PREMISES, WITHOUT THE PRIOR APPROVAL OF THE GOVERNMENT.

2. STORAGE AND PLACEMENT: ALL CONSTRUCTION MATERIALS SHALL BE STORED ONLY IN THE

PREMISES OF THE WORK AREA. NO STORAGE OF MATERIALS WILL BE PERMITTED IN ANY PUBLIC

AREAS, LOADING DOCKS OR CORRIDORS LEADING TO THE PREMISES.

NO FLAMMABLE, TOXIC, OR OTHERWISE HAZARDOUS MATERIALS MAY BE BROUGHT IN OR ABOUT

THE BUILDING UNLESS AUTHORIZED BY THE GOVERNMENT, AND ALL APPLICABLE LAWS,

ORDINANCES, RULES AND REGULATIONS ARE COMPLIED WITH. ALL NECESSARY PRECAUTIONS

SHALL BE TAKEN BY THE CONTRACTOR HANDLING SUCH MATERIALS AGAINST DAMAGE OR INJURY

CAUSED BY SUCH MATERIALS.

3. SALVAGE AND WASTE REMOVAL: ALL RUBBISH, WASTE AND DEBRIS SHALL BE NEATLY AND

CLEANLY REMOVED FROM THE BUILDING BY THE CONTRACTOR DAILY UNLESS OTHERWISE

APPROVED BY THE GOVERNMENT. FOR ANY DEMOLITION AND DEBRIS REMOVAL, EACH

CONTRACTOR MUST MAKE ARRANGEMENTS WITH THE GOVERNMENT FOR THE SCHEDULING AND

LOCATION OF AN ADDITIONAL DUMPSTER.

VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND NOTIFY THE

GOVERNMENT OF ANY OMISSIONS, DISCREPANCIES AND/OR CONFLICTS PRIOR TO BEGINNING ANY

CONSTRUCTION. INCLUDE ALL WORK INDICATED ON THE DRAWINGS AND ALL WORK IMPLIED BY

THE EXISTING CONDITIONS TO FULLY COMPLETE THIS PROJECT. NOTIFY GOVERNMENT BEFORE

COMMENCING ANY WORK CONSIDERED AS OUT-OF-SCOPE.

FIELD CHECK EXISTING CONDITIONS AND DIMENSIONS.

4. DIMENSIONS: PARTITIONS SHALL BE DIMENSIONED FROM FINISH TO FINISH, UNLESS OTHERWISE

NOTED.

5. CLEAR DIMENSIONS: ALL DIMENSIONS NOTED AS "CLEAR" ARE TO BE MEASURED FROM FACE OF

FINISH MATERIALS OR TO THE EDGE OF THE FARTHEST PROTRUSION INTO A SPACE.

6. EXISTING SURFACES: PROTECT EXISTING SURFACES FROM ANY DAMAGE ALL EXISTING SURFACES

AND FINISHES ON JOB SITE AND ADJOINING AREAS TO REMAIN.

7. UNINTERRUPTED OPERATIONS: PROVIDE DUST PROTECTION, CLEAN UP AND RUBBISH REMOVAL

TO ALLOW FOR UNINTERRUPTED OPERATIONS. REMOVE ALL RUBBISH AND DEBRIS FROM THE

PROJECT AT THE END OF EACH WORKING DAY. ALL SOLVENTS AND FLAMMABLE PAINTS, ETC. ARE TO BE STORED IN NPPA APPROVED FIRE CABINETS OR DISPENSING CONTAINERS. ALL SOLVENTS OR FLAMMABLE LIQUID DEBRIS, STAINED RAGS, ETC. ARE TO BE REMOVED FROM THE PROJECT

SITE DAILY.

8. REPAIRS AND PATCHING: PROVIDE ALL REPAIRS AND PATCHING FLUSH TO EXISTING FINISHES.

REPLACE/REPAIR ALL DAMAGED AREAS TO MATCH THE EXISTING AT NO EXPENSE TO THE

GOVERNMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REPAIR OF ANY

DAMAGE TO ADJOINING FINISHES CAUSED BY THE WORK.

9. ACCESS PANELS: PROVIDE ACCESS PANELS AT ALL VALVES, DAMPERS AND JUNCTION BOXES FOR ELECTRICAL FIXTURES AND OTHER MECHANICAL AND PLUMBING EQUIPMENT REQUIRING ACCESS.

10. MATERIALS: ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED

OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND

WORKMANSHIP FOR THE SPECIFIED PERIOD, AFTER THE COMPLETION AND ACCEPTANCE BY THE

GOVERNMENT. THE CONTRACTOR SHALL REPAIR AND REPLACE AT HIS OWN EXPENSE, WHEN

ORDERED TO DO SO, ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP

WITHIN THE SPECIFIED PERIOD OF TIME.

11. PUBLIC SAFETY: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE COMPLETE AND SAFE

SEPARATION BETWEEN THE PUBLIC AND THE CONSTRUCTION, COORDINATE ALL ACCESS

REQUIREMENTS WITH THE GOVERNMENT.

12. PUNCH LIST: CONTRACTOR SHALL PROVIDE ACCESS AND THE MEANS AND EQUIPMENT OPERATOR FOR LIFT TO REACH ALL PROJECT AREAS DURING THE DETERMINATION OF THE PUNCH LIST AND

FOR THE INSPECTION OF THE EXECUTION OF THE PUNCH LIST.

13. WEATHER PROTECTION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE WEATHER PROTECTION. NO PRECIPITATION AND/OR HIGH WINDS SHALL ENTER THE BUILDING AT

THE PROJECT AREA. PROVIDE HEAT TO PREVENT FREEZING OF THE WORK.

14. REINSTALLATION: EXISTING ITEMS TO BE REMOVED FOR REINSTALLATION ARE TO BE IDENTIFIED

AND ASSIGNED TO THE CONTRACTOR TO BE PROTECTED AND REFINISHED CORRECTING ANY

DAMAGE TO THE ITEM. ANY ITEMS NOTED TO BE SAVED OR SALVAGED BY THE GOVERNMENT

SHALL BE IDENTIFIED AND STORED IN A LOCATION ON SITE AS DIRECTED BY THE GOVERNMENT.

REINSTALLATION IS TO BE COMPLETED IN PLACE, INCLUDING CORRECTIONS OF AUXILIARY

MATERIALS AND WORK REQUIRED FOR A COMPLETE AND PROPERLY FUNCTIONING INSTALLATION.

15. CODE COMPLIANCES: ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES

WHICH BEAR ON PERFORMANCE OF THE WORK.

16. CUTTING AND PATCHING PROPOSAL: APPROVAL OF PROCEDURES IS REQUIRED BEFORE

PROCEEDING, SUBMIT A PROPOSAL DESCRIBING PROCEDURES IN ADVANCE OF THE TIME CUTTING

AND PATCHING WILL BE

17. PERFORMED. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE:

A. DESCRIBE THE EXTENT OF CUTTING AND PATCHING REQUIRED AND HOW IT IS TO BE PERFORMED.

B. DESCRIPTION SHALL INCLUDE CHANGES TO STRUCTURAL ELEMENTS AND OPERATING

COMPONENTS AND CHANGES IN THE BUILDING'S APPEARANCE AND OTHER VISUAL ELEMENTS.

C. LIST PRODUCTS TO BE USED AND ENTITIES THAT WILL PERFORM WORK.

D. INDICATE DATES WHEN CUTTING AND PATCHING IS TO BE PERFORMED.

E. LIST UTILITIES THAT WILL BE DISTURBED, INCLUDING THOSE THAT WILL BE RELOCATED AND

THOSE THAT WILL BE TEMPORARILY OUT-OF-SERVICE.

F. INDICATE HOW LONG SERVICE WILL BE DISRUPTED.

18. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS

TO BE RETAINED OR ADJOINING CONSTRUCTION. WHERE POSSIBLE, REVIEW PROCEDURES WITH

THE ORIGINAL INSTALLER; COMPLY WITH THE ORIGINAL INSTALLER'S RECOMMENDATIONS.

A. WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT OR DRILL HOLES AND SLOTS TO SIZE REQUIRED

WITH MINIMUM DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN

NOT IN USE. TO AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE

EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES.

B. NO STRUCTURAL MEMBERS ARE TO BE CUT OR CORED WITHOUT PRIOR APPROVAL OF THE

GOVERNMENT.

19. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. COMPLY WITH

SPECIFIED TOLERANCES.

A. WHERE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF THE

INSTALLATION.

B. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO

RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING

AND REFINISHING.

20. CODE AND DRAWING CONFLICTS: WHERE WORK IS SHOWN IN THE CONTRACT DOCUMENTS IN

EXCESS OF THE ABOVE MINIMUM CODE REQUIREMENTS, THE WORK SHALL BE DONE IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CAREFULLY STUDY

AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT TO THE

GOVERNMENT OF ANY INCONSISTENCIES DISCOVERED. THE CONTRACTOR SHALL BE LIABLE TO

THE GOVERNMENT FOR PERFORMING ANY CONSTRUCTION ACTIVITY KNOWINGLY IT INVOLVES A

RECOGNIZED ERROR, INCONSISTENCY OR OMISSION. UNLESS INSTRUCTED BY THE GOVERNMENT, THE CONTRACTOR SHALL SELECT THE HIGHER LEVEL OF MATERIAL, WORKMANSHIP, METHOD OF

CONSTRUCTION AND MANUFACTURER IN AREAS OF CONFLICT.

21. MECHANICAL RUNS: ALL PIPING, DUCTS, CONDUIT, ETC. SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING CONSTRUCTION. CUT ACCURATELY TO FIT FROM DIMENSIONS ESTABLISHED AT THE PROJECT SITE WITH ALLOWANCE MADE FOR THE CLEARANCE OF WINDOWS, DOORS, FIXTURES, AND OTHER OPENINGS.

22. PIPE SUPPORTS: ALL PIPES SHALL BE SUPPORTED FROM THE BUILDING IN A NEAT AND

WORKMANLIKE MANNER. WHEREVER POSSIBLE, PARALLEL RUNS OF HORIZONTAL PIPING SHALL

BE GROUPED TOGETHER ON ADJUSTABLE TRAPEZE HANGERS. SINGLE RUNS OF HORIZONTAL

PIPING SHALL BE SUPPORTED WITH CLEVIS-TYPE HANGERS. ON HORIZONTAL COLD PIPES THAT

MAY PRODUCE CONDENSATION, THE HANGERS SHALL BE ON THE OUTSIDE OF THE INSULATION.

VERTICAL RISERS SHALL BE SUPPORTED AT EACH FLOOR LINE WITH STEEL PIPE CLAMPS. ALL

HANGERS SHALL BE IN CONTACT WITH A FERROUS METAL.

23. EQUIPMENT LOCATION: THE GOVERNMENT MAY CHANGE THE LOCATION OF ANY EQUIPMENT 5' AND ANY PIPING, DUCTWORK, CONDUIT, ETC., 10' IN ANY DIRECTION WITHOUT EXTRA CHARGE, PROVIDED SUCH CHANGES ARE MADE BEFORE INSTALLATION.

24. UNLESS OTHERWISE SPECIFIED, THE GOVERNMENT RETAINS ALL SALVAGE RIGHTS.

CONTRACTORS SHALL RECYCLE CONSTRUCTION & DEMOLITION DEBRIS AS REQUIRED BY THE

INSTALLATION'S RECYCLING CLAUSE, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF

MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD.

1. FIRESTOPPING: FIRESTOPPING SHALL BE DESIGNED AND CONSTRUCTED TO CLOSE ALL

CONCEALED DRAFT OPENINGS TO FORM AN EFFECTIVE FIRE BARRIER AGAINST THE SPREAD OF

FIRE AND SMOKE BETWEEN ANY BUILDING OR MECHANICAL ASSEMBLE RATED OR NON-RATED AS

REQUIRED BY AND ACCEPTABLE TO ALL AUTHORITIES HAVING JURISDICTION.

2. FIRESTOPPING MATERIALS: ALL FIRESTOPPING MATERIALS SHALL CONSIST OF APPROVED NON- COMBUSTIBLE MATERIALS SECURELY FASTENED IN PLACE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 8L4 BY

UNDERWRITERS LABORATORY, INC. CONTRACTOR SHALL HAVE CHOICE OF ANY U.L. APPROVED

SYSTEM SUBJECT TO FINAL APPROVAL BY GOVERNMENT. ALL FIRESTOPPED PENETRATIONS ARE

TO HAVE A UL RATING EQUAL TO OR GREATER THAN THE ASSEMBLY WHICH IT PENETRATES.

1. SEALANT: PROVIDE SEALANT TO FILL ALL GAPS AND UNEVEN ADJOINING MATERIALS. FILL ALL LINEAR AND SPOT GAPS AT WALLS AND AT CEILINGS CHANNELS AND WALLS. SEALANT TO MATCH ADJOINING SURFACES. PAINT TO CONCEAL SEALANT APPLICATION. SEE ASTM C920 FOR TYPE, USE AND GRADE CLASSIFICATIONS AND DESCRIPTIONS. CONTRACTOR TO CHOOSE APPLICABLE

SEALANT AND MANUFACTURER ACCORDING TO SPECIFIED REQUIREMENTS FOR USE INTENDED.

1. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY

NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK

WITHIN LIMITATIONS OF GOVERNING REGULATIONS. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO

DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL

POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO

MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

2. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE DETAILED SEQUENCE OF SELECTIVE

DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY,

INTERRUPTION OF UTILITY SERVICES AND LOCATIONS OF TEMPORARY PARTITIONS AND MEANS OF

EGRESS.

GOVERNMENT WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE

DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION SO GOVERNMENT'S OPERATIONS WILL NOT

BE DISRUPTED. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE

ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY GOVERNMENT AND GOVERNMENT WILL

REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT.

A. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED.

B. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT

THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

C. MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS.

D. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED.

E. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE

EXTENT OF SELECTIVE DEMOLITION REQUIRED.

F. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT

WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE

NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO GOVERNMENT.

3. EXISTING SERVICES/SYSTEMS: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND

PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

4. SERVICE/SYSTEM REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF

INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE

SELECTIVELY DEMOLISHED.

ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. IF SERVICES/SYSTEMS

ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH

SELECTIVE DEMOLITION PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF

SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER

PARTS OF BUILDING. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING.

5. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-

REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS,

WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

6. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL

SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR

COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR

UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

1. PRIOR TO START OF CONSTRUCTION CONTRACT, A CONSTRUCTION SECURITY PLAN, (CSP) SHALL BE SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER, (CO) AND SECURITY APPROVING

OFFICER, (AO).

2. CONSTRUCTION PLANS AND ALL RELATED DOCUMENTS SHALL BE HANDLED AND PROTECTED IN

ACCORDANCE WITH THE CSP.

3. FOR SECURE AREA RENOVATION PROJECTS, BARRIERS SHALL BE INSTALLED TO SEGREGATE

CONSTRUCTION WORKERS FROM OPERATIONAL ACTIVITIES AND PROVIDE PROTECTION AGAINST

UNAUTHORIZED ACCESS AND VISUAL OBSERVATION. SPECIFIC GUIDANCE SHALL BE CONTAINED IN

THE CSP.

4. PERIODIC SECURITY INSPECTIONS SHALL BE CONDUCTED FOR THE DURATION OF THE PROJECT

TO ENSURE COMPLIANCE WITH CONSTRUCTION DESIGN AND SECURITY STANDARDS.

CONSTRUCTION AND DESIGN OF SECURE AREAS SHOULD BE PERFORMED BY U.S. COMPANIES

USING U.S. CITIZENS TO REDUCE RISK, BUT MAY BE PERFORMED BY U.S. COMPANIES USING U.S.

PERSONS (AN INDIVIDUAL WHO HAS BEEN LAWFULLY ADMITTED FOR PERMANENT RESIDENCE AS

DEFINED IN 8 U.S.C. § 1101(A)(20) OR WHO IS A PROTECTED INDIVIDUAL AS DEFINED BY TITLE 8 U.S.C. § 1324B (A)(3)). THE AO SHALL ENSURE MITIGATIONS ARE IMPLEMENTED WHEN USING NON-

U.S. CITIZENS. THESE MITIGATIONS SHALL BE DOCUMENTED IN THE CSP.

5. ALL SITE CONTROL MEASURES USED SHALL BE DOCUMENTED IN THE CSP. AMONG THE CONTROL

MEASURES THAT MAY BE CONSIDERED ARE THE FOLLOWING:

A. IDENTITY VERIFICATION.

B. RANDOM SEARCHES AT SITE ENTRY AND EXIT POINTS.

C. SIGNS AT ALL ENTRY POINTS LISTING PROHIBITED AND RESTRICTED ITEMS (E.G., CAMERAS, FIREARMS, EXPLOSIVES, DRUGS, ETC.).

D. PHYSICAL SECURITY BARRIERS TO DENY UNAUTHORIZED ACCESS.

E. VEHICLE INSPECTIONS.

1. IF ANY HAZARDOUS MATERIAL IS TO BE USED DURING CONSTRUCTION, PRIOR TO ANY ACTION, CONTRACTOR HAS TO COMPLETE 'HAZARDOUS MATERIAL AUTHORIZATION REQUEST FORM' AND

TO SUBMIT TO 78 CEG/CEAN AF 3952 WORKGROUP FOR REVIEW AND APPROVAL

(78CEG.CEV.AF3953Workgoup@us.af.mil).

2. EXISTING LEAD PAINT AND ASBESTOS CONTAINING MATERIALS NOT TO BE DISTURBED.

3. LEAD BASED PAINT AND ASBESTOS CONTAINING MATERIAL IS NOT PERMITTED FOR NEW

CONSTRUCTION.

GENERAL

SEALANTS

FIREPROOFING

SELECTIVE DEMOLITION

CONSTRUCTION SECURITY

BIO-ENVIRONMENTAL

CODE ANALYSIS - GENERAL

BUILDING USE DESCRIPTION

1. THE FLEXIBLE ENGINE DIAGNOSTIC SYSTEM (FEDS)

FACILITY WILL BE USED TO TEST OUT-OF-AIRFRAME

TURBOSHAFT ENGINES (SERIES T-55 AND T-700).

2. 1,000 GALLONS JP-8 FUEL STORAGE TANK WILL BE STORED

5 FT. AWAY FROM THE BUILDING AND SUPPY FUEL TO THE

TEST ENGINES VIA CLOSED-PIPING SYSTEM.

3. THE BUILDING WILL ONLY BE OCCUPIED DURING TESTING

AND STAGING OF ENGINES. THE BUILDING IS NOT

CLASSIFIED AS AN INHABITED FACILITY PER UFC 4-010-01

(LESS THAN 11 PERSONS OF CONTINUOUS OCCUPANCY).

LIFE SAFETY OCCUPANT LOAD CALCULATION HAS BEEN

PROVIDED FOR EGRESS SIZING ONLY.

BASIC BUILDING DESCRIPTION (APPROXIMATE)

1. TOTAL BUILDING AREA - 3,533 SF

2. BUILDING HEIGHT - 26 FT

APPLICABLE CODES

1. INTERNATIONAL BUILDING CODE (IBC) - 2015

2. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS - 2016

3. NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE -

4. NFPA 70, NATIONAL ELECTRIC CODE - 2017

5. NFPA 72, NATIONAL FIRE ALARM CODE - 2016

6. NFPA 80, STANDARD FOR FIRE DOORS AND OTHER

OPENING PROTECTIVES - 2016

7. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-

CONDITIONING AND VENTILATING SYSTEMS - 2018

8. NFPA 101, LIFE SAFETY CODE - 2018

9. NFPA 400, HAZARDOUS MATERIALS CODE - 2016

10. NFPA 423, STANDARD FOR CONSTRUCTION AND

PROTECTION OF AIRCRAFT ENGINE TEST FACILITIES - 2016

11. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR

FACILITIES, CHANGE 2 - MAR. 2018

12. UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEM, CHANGE 1 - JAN. 2010

13. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)

14. ACCESSIBILITY GUIDELINES FOR ADA COMPLIANCE (ADAAG)

USE AND OCCUPANCY CLASSIFICATION UFC 3-600-01

1. THE IBC SHALL BE MUST BE UTILIZED TO DETERMINE THE

OCCUPANCY CLASSIFICATION AS IT RELATES TO

ALLOWABLE CONSTRUCTION TYPE, BUILDING HEIGHT,

BUILDING AREA, BUILDING SEPARATION DISTANCE,

OCCUPANCY SEPARATION AND ASSOCIATED

REQUIREMENTS [§3-2.1.2]

2. NFPA 101 MUST BE UTILIZED TO DETERMINE THE

OCCUPANCY CLASSIFICATION AS IT RELATES TO

FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD

BEARING PARTITIONS, MEANS OF EGRESS, INTERIOR

FINISH, FEATURES OF FIRE PROTECTION AND ASSOCIATED

REQUIREMENTS [§3-3.1.1]

A. COMPLY WITH NFPA 101 FOR ALL COMPONENTS AND

FEATURES RELATED TO MEANS OF EGRESS. IBC

MUST NOT BE USED FOR ANY MEANS OF EGRESS

FEATURES [§10-1.1]

FIRE PROTECTION SYSTEMS

1. FIRE SPRINKLER SYSTEM - GENERAL

A. FIRE SPRINKLER SYSTEM PROVIDED THROUGHOUT

THE BUILDING, WITH ALLOWABLE OMISSIONS

B. AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE

SUPERVISED

C. ACTUATION OF THE FIRE SPRINKLER SYSTEM SHALL

CAUSE THE BUILDING FIRE ALARM SYSTEM TO

ACTIVATE.

2. DELUGE SPRINKLER SYSTEM - GENERAL

A. DELUGE SPRINKLER SYSTEM PROVIDED FOR THE

ENGINE TEST BAY ROOM [UFC 3-600-01 §4-2.2].

B. ACTUATION OF THE DELUGE SPRINKLER SYSTEM

SHALL BE BY MANUAL OR AUTOMATIC MEANS.

3. WATER SPRAY SYSTEM - GENERAL

A. WATER SPRAY SYSTEM PROVIDED FOR THE ENGINE

AND FLOOR AREA BENEATH THE ENGINE [UFC 3-600-01

§4-2.2]

B. ACTUATION OF THE WATER SPRAY SYSTEM SHALL BE

BY MANUAL MEANS ONLY.

4. STANDPIPE SYSTEM - GENERAL

A. NO STANDPIPE SYSTEM FOR THIS BUILDING.

5. PORTABLE FIRE EXTINGUISHERS - GENERAL

A. GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS

ARE NOT REQUIRED IN A FULLY SPRINKLERED

BUILDING [UFC 3-600-01 §9-17.1].

B. CLASS B PORTABLE FIRE EXTINGUISHER PROVIDED.

a. MINIMUM CLASS 6A:80B:C

CODE ANALYSIS - LIFE SAFETY CODE (NFPA 101)

OCCUPANCY CLASSIFICATION

1. NEW INDUSTRIAL OCCUPANCY

A. GENERAL INDUSTRIAL OCCUPANCY

B. HIGH-HAZARD INDUSTRIAL OCCUPANCY

2. INCIDENTAL OCCUPANCIES

A. BUSINESS OCCUPANCY

B. STORAGE OCCUPANCY

OCCUPANCY SEPARATION

1. SINGLE OCCUPANCY - INDUSTRIAL OCCUPANCIES IN WHICH

A INCIDENTAL HIGH-HAZARD OPERATIONS IN ORDINARY-

HAZARD OCCUPANCIES ARE NOT REQUIRED TO BE THE

BASIS FOR OVERALL OCCUPANCY CLASSIFICATION [§

40.1.2.1.3(3)]

HAZARDOUS AREA PROTECTION

1. ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN

THAT NORMAL TO THE GENERAL OCCUPANCY [§8.7.1.1]

A. 1-HOUR FIRE RESISTANCE RATING OR;

B. AUTOMATIC SPRINKLER SYSTEM [§8.7.1.1 & §8.7.1.2]

C. BOTH 1-HOUR FIRE RESISTANCE RATING AND

SPRINKLER SYSTEM IF SEVERE HAZARD IS PRESENT

2. HAZARDOUS AREAS IN INDUSTRIAL OCCUPANCIES

PROTECTED BY AUTOMATIC SPRINKLER SYSTEM SHALL BE

EXEMPT FROM SMOKE-RESISTING ENCLOSURE

REQUIREMENT [§40.3.2.4]

OTHER MINIMUM FIRE RESISTANCE RATED SEPARATION

1. FIRE PUMP ROOM

A. 1-HOUR [NFPA 20 TABLE 4.13.1.1.2]

2. ENGINE TESTING BAY

A. 2-HOUR [NFPA 423 §4.2]

OPENING PROTECTIVES

1. OTHER FIRE BARRIERS - 1-HOUR

A. 3/4-HOUR [TABLE 8.3.4.2]

2. OTHER FIRE BARRIERS - 2-HOUR

A. 1 1/2-HOUR DOOR [TABLE 8.3.4.2]

B. 2-HOUR WINDOW [TABLE 8.3.4.2]

3. SMOKE PARTITION

A. 1/3-HOUR

B. DOORS IN SMOKE PARTITION NOT REQUIRED TO

LATCH [§8.4.3]

INTERIOR FINISH WITH AUTOMATIC FIRE SPRINKLER PROTECTION

1. EXIT ACCESS CORRIDORS AND OTHER EXIT WAYS

A. INDUSTRIAL OCCUPANCY - CLASS C [§40.3.3.2]

2. ROOMS AND ENCLOSED SPACES

A. INDUSTRIAL OCCUPANCY - CLASS C [§40.3.3.2]

3. FLOOR FINISH EXIT ENCLOSURES AND EXIT ACCESS

A. INDUSTRIAL OCCUPANCY - CLASS II [§40.3.3.1]

4. CLASSIFICATIONS [§10.2.3.4]

A. INTERIOR WALL FINISH - FLAME SPREAD INDEX

a. CLASS A: 0 - 25

b. CLASS B: 26 - 75

c. CLASS C: 76 - 200

B. INTERIOR WALL FINISH - SMOKE DEVELOPED INDEX

a. CLASS A: 0 - 450

b. CLASS B: 0 - 450

c. CLASS C: 0 - 450

MEANS OF EGRESS COMPONENTS

1. DOORS

A. MINIMUM CLEAR WIDTH: 32 IN [§7.2.1.2.3.2]

B. SWING IN DIRECTION OF EGRESS TRAVEL WHEN USED

IN AN EXIT ENCLOSURE OR WHERE SERVING A HIGH

HAZARD CONTENTS AREA [§7.11.6]

C. DOORS ARE TO BE ARRANGED TO BE OPENED

READILY FROM THE EGRESS SIDE WHENEVER THE IS

OCCUPIED. LOCKS, IF SPECIAL KNOWLEDGE OR

EFFORT FOR OPERATION FROM THE EGRESS SIDE [§

7.2.1.5.1/7.2.1.5.2]

D. DOORS SERVING HIGH HAZARD CONTENTS AREAS

WITH OCCUPANT LOADS IN EXCESS OF FIVE SHALL BE

PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK

ONLY IF THE LATCH OR LOCK IS PANIC HARDWARE OR

FIRE EXIT HARDWARE [§7.11.7]

2. FIRE ESCAPE LADDERS

A. FIRE ESCAPE LADDER IS PERMITTED IN MEANS OF

EGRESS FROM ELEVATED PLATFORMS AROUND

MACHINERY SPACES SUBJECT TO OCCUPANCY NOT

EXCEEDING 3 PERSONS [§7.2.9.1]

B. FIRE ESCAPE LADDERS SHALL COMPLY WITH ANSI

A14.3 [§7.2.9.2.1]

C. LADDERS SHALL BE INSTALLED WITH A PITCH THAT

EXCEEDS 75 DEGREES [§7.2.9.2.2] LOWEST RUNG OF

ANY LADDER SHALL NOT BE MORE THAN 12 IN. ABOVE

THE LEVEL OF THE SURFACE [§7.2.9.3]

FIRE ALARM AND MASS NOTIFICATION SYSTEMS

1. FIRE DETECTION/ALARM SYSTEMS - GENERAL

A. ADDRESSABLE FIRE ALARM SYSTEM PROVIDED

THROUGHOUT THE BUILDING

B. FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN

ELECTRICAL ROOM [A131]

2. NOTIFICATION

A. FIRE ALARM SYSTEM SHALL INCLUDE VISIBLE ALARM

INDICATING APPLIANCES IN ALL AREAS WHERE

REQUIRED BY NFPA 101

B. THE MINIMUM SOUND PRESSURE LEVELS SHALL BE 70

dBA IN OFFICE AREAS AND ASSEMBLY AREAS, 90 dBA IN MECHANICAL OR EQUIPMENT ROOMS AND 60 dBA IN

ALL OTHER AREAS

C. THE MAXIMUM SOUND PRESSURE LEVEL FOR AUDIBLE

INDICATING APPLIANCES SHALL NOT EXCEED 120 dBA

AT THE MINIMUM HEARING DISTANCE FROM THE

APPLIANCE

3. DETECTION

A. PROVIDE AUTOMATIC SMOKE DETECTION ABOVE FIRE

ALARM PANELS AND IN AHU'S AS REQUIRED AND

SHOWN ON THE DRAWINGS

B. HEAT DETECTOR FOR DELUGE SPRINKLER SYSTEM

ACTUATION PROVIDED FOR ENGINE TEST BAY

4. MANUAL FIRE ALARM ACTIVATION

A. PROVIDE A MANUAL FIRE ALARM PULL STATION AT

ALL EXITS REGARDLESS OF OCCUPANCY

5. MASS NOTIFICATION SYSTEM

A. THE FEDS BUILDING UNINHABITED, MASS

NOTIFICATION SYSTEM IS NOT REQUIRED.

CODE ANALYSIS - INTERNATIONAL BUILDING CODE

OCCUPANCY CLASSIFICATION

1. FIRST FLOOR

A. HIGH-HAZARD INDUSTRIAL GROUP H-3

B. MODERATE-HAZARD FACTORY INDUSTRIAL GROUP F-1

C. ACCESSORY OCCUPANCIES

a. BUSINESS GROUP B

b. STORAGE GROUP S-1

TYPE OF CONSTRUCTION

1. TYPE IIB

OCCUPANCY SEPARATION

1. NONSEPARATED USE - EACH PORTION OF THE BUILDING

SHALL BE INDIVIDUALLY CLASSIFIED AS TO USE. THE

ALLOWABLE BUILDING AREA AND HEIGHT OF THE BUILDING

SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES

FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION

FOR THE TYPE OF CONSTRUCTION [§508.3.2]

2. REQUIRED SEPARATION BETWEEN GROUP H-3 OCCUPANCY

AND F-1 OCCUPANCY IS 1-HOUR WITH SPRINKLER

PROTECTION. 2-HOUR SEPARATION IS PROVIDED PER NFPA

423 §4.2.

ALLOWABLE HEIGHT CALCULATION (TYPE IIB CONSTRUCTION)

[TABLE 504.3, TABLE 504.4]

1. GROUP H-3

A. ALLOWABLE NUMBER OF STORIES

a. ALLOWABLE TABULAR STORIES: 2 STORIES

b. STORY INCREASE - SPRINKLER: N/A

c. TOTAL ALLOWABLE STORIES: 2 STORIES

B. ALLOWABLE HEIGHT CALCULATION

a. ALLOWABLE TABULAR HEIGHT: 55 FEET

b. HEIGHT INCREASE - SPRINKLER: N/A

c. TOTAL ALLOWABLE HEIGHT: 55 FEET

2. GROUP F-1

A. ALLOWABLE HEIGHT CALCULATION

a. ALLOWABLE TABULAR HEIGHT : 2 STORIES

b. HEIGHT INCREASE - SPRINKLER: 1 STORY

c. TOTAL ALLOWABLE HEIGHT: 3 STORIES

B. ALLOWABLE HEIGHT CALCULATION - M. [TABLE 504.3]

a. ALLOWABLE TABULAR HEIGHT: 55 FT

b. HEIGHT INCREASE - SPRINKLER: 20 FT

c. TOTAL ALLOWABLE HEIGHT: 75 FT

ALLOWABLE AREA CALCULATION (TYPE IIB CONSTRUCTION; ONE

STORY WITH SPRINKLER PROTECTION) [TABLE 506.2]

1. GROUP H-3

A. ALLOWABLE TABULAR AREA: 14,000 SF

B. SPRINKLER INCREASE: N/A

C. TOTAL ALLOWABLE AREA: 14,000 SF

2. GROUP F-1

A. ALLOWABLE TABULAR AREA: 15,500 SF

B. SPRINKLER INCREASE: 31,000 SF

C. TOTAL ALLOWABLE AREA: 46,500 SF

STRUCTURAL FIRE RESISTIVE RATINGS - TYPE IIB [TABLE 601 &

602]

1. NO STRUCTURAL FIRE RESISTIVE RATING REQUIRED FOR

TYPE IIB CONSTRUCTION.

MARKING OF MEANS OF EGRESS

1. SIGNAGE

A. EXITS SHALL BE MARKED BY AN APPROVED SIGN

READILY VISIBLE FROM ANY DIRECTION OF EXIT

ACCESS [§7.10.1.2]

B. SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN

THE EXIT ACCESS CORRIDOR IS MORE THAN 100 FEET

FROM THE NEAREST EXTERNALLY ILLUMINATED SIGN

AND IS NOT IN EXCESS OF THE MARKED RATING FOR

INTERNALLY ILLUMINATED SIGNS [§7.10.1.5.2]

C. A DIRECTIONAL SIGN READING "EXIT" WITH A

DIRECTIONAL INDICATOR SHOWING THE DIRECTION OF

TRAVEL SHALL BE PLACED IN EVERY LOCATION

WHERE THE DIRECTION OF TRAVEL TO REACH THE

NEAREST EXIT IS NOT APPARENT [§7.10.2/7.10.3.1]

D. AT EACH DOOR INTO AN EXIT STAIR ENCLOSURE OR

EXIT, TACTILE SIGNAGE STATING "EXIT" AND

COMPLYING WITH ICC/ANSI A117.1 SHALL BE

INSTALLED [§7.10.6.1.1]

2. ILLUMINATION

A. EVERY EXIT SIGN SHALL BE ILLUMINATED AT ALL

TIMES. THE ILLUMINATION SHALL BE FOR 90 MINUTES

IN THE CASE OF PRIMARY POWER LOSS [§7.8.2.2/§

7.9.2.1]

B. EXIT SIGNS THAT ARE EXTERNALLY ILLUMINATED

SHALL HAVE AN INTENSITY NOT LESS THAN 5 FT-

CANDLES [§7.10.6.3]

EMERGENCY LIGHTING

1. EMERGENCY LIGHTING

A. EMERGENCY LIGHTING REQUIRED FOR EXIT ACCESS,

EXITS AND EXIT DISCHARGE AT ALL TIMES THAT THE

BUILDING IS OCCUPIED [§7.8.1.1]

B. EMERGENCY ILLUMINATION IS REQUIRED TO BE AS

FOLLOWS

a. ILLUMINATION OF MEANS OF EGRESS SHALL BE

FOR A DURATION OF 90 MINUTES AND THE

EMERGENCY POWER SHALL BE FROM

BATTERIES, UNTIL EQUIPMENT OR GENERATOR[§

7.8.2.2/§7.9.2.1]

b. REQUIRED ILLUMINATION SHALL BE ARRANGED

TO THAT INITIAL ILLUMINATION IS AT LEAST AN

AVERAGE OF 1 FT-CANDLE AND A MINIMUM AT

ANY POINT OF 0.1 FT-CANDLE [§7.9.2.1]

c. A DECLINE TO 0.6 FT-CANDLE AVERAGE

ILLUMINATION AT THE FLOOR WITH A MINIMUM

0.06 FT-CANDLE AT ANY POINT IS PERMITTED AT

THE END OF THE EMERGENCY LIGHTING TIME

DURATION [§7.9.2.1]

d. A MAXIMUM TO MINIMUM ILLUMINATION

UNIFORMITY RATION OF 40:1 SHALL NOT BE

EXCEEDED [§7.9.2.1]

MEANS OF EGRESS

1. OCCUPANT LOAD FACTORS [§7.3.1.2 & UFC 3-600-01 §10-3]

A. BUSINESS USE: 150 SF PER PERSON

B. STORAGE AND MECHANICAL SPACE: 500 SF PER

PERSON

C. INDUSTRIAL USE: 100 SF PER PERSON

2. CAPACITY OF MEANS OF EGRESS [TABLE 7.3.3.1]

A. EGRESS WIDTH REQUIRED PER PERSON

a. HORIZONTAL EGRESS TRAVEL: 0.2 IN/PERSON

b. HORIZONTAL EGRESS TRAVEL - HIGH HAZARD

CONTENTS AREA: 0.4 IN/PERSON

3. MINIMUM EGRESS WIDTH REQUIRED (SAME REQUIREMENTS

APPLICABLE TO ALL OCCUPANCY TYPES)

A. CORRIDORS WITH OCCUPANT LOAD < 50: 36 IN [§7.3.4]

B. CLEAR EXIT DOOR OPENING: 32 IN [§7.2.1.2.3.2]

4. TRAVEL DISTANCE WITH SPRINKLER PROTECTION

A. MAXIMUM TRAVEL DISTANCE

a. GENERAL INDUSTRIAL OCCUPANCY: 250 FT

[TABLE 40.2.6.1]

b. HIGH-HAZARD INDUSTRIAL OCCUPANCY: 75 FT

[TABLE 40.2.6.1]

B. MAXIMUM COMMON PATH OF TRAVEL

a. GENERAL INDUSTRIAL OCCUPANCY: 100 FT

[TABLE 40.2.5.1]

b. HIGH-HAZARD INDUSTRIAL OCCUPANCY:

PROHIBITED [TABLE 40.2.5.1]

C. DEAD END CORRIDOR

a. GENERAL INDUSTRIAL OCCUPANCY: 50 FT

[TABLE 40.2.5.1]

b. HIGH-HAZARD INDUSTRIAL OCCUPANCY:

PROHIBITED [TABLE 40.2.5.1]

5. NUMBER AND ARRANGEMENT OF MEANS OF EGRESS,

INCLUDING EXIT DISCHARGE

A. NUMBER OF EXITS REQUIRED

a. SINGLE EXIT FROM ROOMS AND AREAS WITH

LIMITED OCCUPANT LOAD AND HAVING COMMON

PATH OF TRAVEL WITHIN THE ALLOWABLE LIMITS

[§7.4.1.1]

b. MINIMUM FROM ROOMS AND AREAS NOT

COMPLYING WITH ABOVE: 2 [§7.4.1.1]

c. NOT LESS THAN TWO MEANS OF EGRESS FROM

EACH HAZARDOUS AREA [§7.11.4]

6. ARRANGEMENT OF EXITS

A. WHERE 2 OR MORE EXITS ARE REQUIRED, THEY MUST

BE SPACED APART A MINIMUM OF 1/3 THE LENGTH OF

THE MAXIMUM DIAGONAL OF THE BUILDING OR AREA

BEING SERVED [§7.5.1.3.3]

B. WHERE MORE THAN TWO EXITS OR EXIT ACCESS

DOORS ARE REQUIRED, AT LEAST TWO OF THE

REQUIRED EXITS OR EXIT ACCESS DOORS ARE TO BE

ARRANGED TO COMPLY WITH THE MINIMUM

SEPARATION DISTANCE REQUIREMENTS DEFINED

ABOVE. THE OTHER EXITS OR EXIT ACCESS DOORS

ARE TO BE LOCATED SO THAT IF ONE BECOMES

BLOCKED, THE OTHERS REMAIN AVAILABLE [§7.5.1.3.7]

C. WHERE MORE THAN ONE MEANS OF EGRESS IS

REQUIRED, THE MEANS OF EGRESS SHALL BE SUCH

WIDTH AND CAPACITY THAT THE LOSS OF ANY ONE

MEANS OF EGRESS LEAVES AVAILABLE NOT LESS

THAN 50 PERCENT OF THE REQUIRED CAPACITY [§

7.3.1.1.2]

7. EXIT DISCHARGE

A. EXITS SHALL DISCHARGE DIRECTLY TO THE BUILDING

EXTERIOR [§7.7.1]

B. THE EXIT DISCHARGE SHALL PROVIDE DIRECT AND

UNOBSTRUCTED ACCESS TO A PUBLIC WAY [§7.7.3]

C. EGRESS THROUGH INTERVENING SPACES

a. EGRESS FROM A ROOM OR SPACE IS PERMITTED

TO PASS THROUGH ADJOINING OR INTERVENING

AREAS PROVIDED THAT SUCH ROOMS ARE

ACCESSORY TO THE AREA SERVED; ARE NOT A

HIGH-HAZARD OCCUPANCY; AND PROVIDE A

DISCERNIBLE PATH OF EGRESS TRAVEL TO AN

EXIT [§7.5.1.6]

D. ACCESS TO AN EXIT IS NOT TO BE THROUGH

KITCHENS, STOREROOMS, RESTROOMS,

WORKROOMS, CLOSETS OR OTHER ROOMS OR

SPACES SUBJECT TO LOCKING [§7.5.2.1]

FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE - NFPA 30

GENERAL

1. THE FEDS FACILITY IS EXPECTED TO UTILIZE JP-8 FUEL

(REFINED KEROSENE) FOR ENGINE TESTING.

2. A 1,000 GALLON HORIZONTAL STORAGE TANK W/

SECONDARY CONTAINMENT WILL BE PROVIDED IN THE

VICINITY OF THE BUILDING. EXPOSURE PROTECTION WILL

NOT BE PROVIDED.

FLAMMABLE AND COMBUSTIBLE LIQUIDS

1. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE DEFINED

AS FOLLOWS (F.P. - FLASH POINT, B.P. - BOILING POINT):

2. JP-8 WITH FLASH POINT OF 100°F IS CLASSIFIED AS CLASS II

COMBUSTIBLE LIQUID AND IS CONSIDERED TO BE A STABLE

LIQUID.

STORAGE OF LIQUIDS IN TANKS

1. STORAGE TANKS SHALL BE VENTED TO PREVENT THE

DEVELOPMENT OF VACUUM OR PRESSURE THAT CAN

DISTORT THE TANK OR EXCEED THE RATED DESIGN

PRESSURE OF THE TANK [§21.4.3.1]

2. NORMAL VENTS SHALL BE SIZED IN ACCORDANCE WITH API

STANDARD 2000 [§21.4.3.3]

A. AN EMERGENCY RELIEF VENT SHALL BE PROVIDED TO

LIMIT THE INTERNAL PRESSURE TO A GAUGE

PRESSURE OF 2.5 PSI UNDER FIRE EXPOSURE

CONDITIONS.

3. SIGN SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 704

[§21.7.2.1]

LOCATION OF ABOVEGROUND STORAGE TANKS [TABLE 22.4.1.1(A)

& TABLE 22.4.1.1(B)]

1. FROM PROPERTY LINE THAT IS OR CAN BE BUILT UPON,

INCLUDING THE OPPOSITE SIDE OF A PUBLIC WAY:

A. MINIMUM 30 FT.

2. FROM NEAREST SIDE OF ANY PUBLIC WAY OR FROM

NEAREST IMPORTANT BUILDING ON THE SAME PROPERTY:

A. MINIMUM 5 FT.

FLAMMABLE

LIQUIDS

CLASS IA

CLASS IB

CLASS IC

CLASS II

CLASS IIA

CLASS IIB

COMBUSTIBLE

LIQUIDS

F.P. < 73°F, B.P. < 100°F

F.P. < 73°F, B.P. ≥ 100°F

F.P. > 73°F, B.P. ≥ 100°F

F.P. ≥ 100°F AND < 140°F

F.P. ≥ 140°F AND < 200°F

F.P. ≥ 200°F

US Army Corps of Engineers ®

SHEET ID

U S

A R

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9.29.18

2020 SF

ENGINE TESTING

BAY

INDUSTRIAL (HIGH HAZARD)/21P

148 SF

FIRE PROTECTION

EQUIP.

MECH/ELEC/1P

28 SF

TELECOM

STORAGE/1P

362 SF

CORRIDOR

INDUSTRIAL (GENERAL

HAZARD)/4P

0.4

DR2

0.4

DR1 5

36 SF

VESTIBULE A

INDUSTRIAL (GENERAL

HAZARD)/1P

32 SF

STORAGE

STORAGE/1P

66 SF

RESTROOM

BUSINESS/1P

63 SF

ELEC. ROOM

MECH/ELEC/1P

55 SF

OFFICE

BUSINESS/1P

53 SF

MECH

MECH/ELEC/1P

0.2

EXIT 2

C O

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66 FT.

0.7

EXIT 1

VID

XIT

EPAR

ATIO

3' -5

AXIM

U M

G O

N A L

N G

4' -8

XIT

EPAR

ATIO

1' -6

0.4

DR3

S ES

90 MIN FIRE RATED DOOR

WALL MOUNTED EXIT SIGN

LIFE SAFETY LEGEND

TRAVEL DISTANCE

EXIT

EXIT # EXIT CAPACITY

(1) DOOR CLEAR WIDTH (IN)

(2) DOOR OCCUPANT LOAD FACTOR (IN/PERSONS)

(3) DOOR OCCUPANT LOAD CAPACITY (PERSONS)

(1) (2) (3)

DIST.

RM NAME

RM NUMBER

AREA (SF)

OCCUPANT USE/LOAD (P)

LIFE SAFETY ROOM TAG

1-HOUR FIRE BARRIER WALL

2-HOUR FIRE BARRIER WALL

COMMON PATH OF TRAVEL DISTANCE

DIST.

DRY CHEMICAL FIRE EXTINGUISHER

CLASS 6A:80B:C

EMERGENCY FUEL STOPES

OCCUPANT USE LEGEND

BUSINESS

INDUSTRIAL - GENERAL HAZARD

MECH/ELEC/TELECOMM

STORAGE

INDUSTRIAL - HIGH HAZARD

EGRESS SUMMARY

OCCUPANT USE TYPE

INDUSTRIAL (GENERAL HAZARD)

MECH/ELEC

O.L.F. (SF/P)

TOTAL AREA

557 SF

239 SF

OCCUPANT LOAD

35 PERSONS

HORIZONTAL TRAVEL EGRESS FACTOR 0.2 IN / PERSON

MINIMUM EGRESS WIDTH REQUIRED (HORIZONTAL) 7 IN

EGRESS WIDTH PROVIDED (HORIZONTAL) 34 IN

TOTAL EGRESS CAPACITY 219 PERSONS

MINIMUM NUMBER OF EXITS REQUIRED 2 EXITS

MINIMUM NUMBER OF EXITS PROVIDED 3 EXITS

CODE COMPLIANT YES

BUSINESS 100 121 SF 2

STORAGE 500 61 SF 2

INDUSTRIAL (HIGH HAZARD) 100 2020 SF 21

HORIZONTAL TRAVEL EGRESS FACTOR (HIGH HAZARD) 0.4 IN / PERSON

MINIMUM EGRESS WIDTH REQUIRED (HORIZONTAL) 14 IN

EGRESS WIDTH PROVIDED (HORIZONTAL) 68 IN

SHEET KEY NOTES

ENGINE TESTING APPARATUS AND DUCTING AREA OUTLINE.

DEAD END AND COMMON PATH OF TRAVEL IS PROHIBITED

WITHIN THE ENGINE TESTING BAY ROOM.

ENCLOSED LOUVERS FOR ENGINE TEST BAY. NON-

OCCUPIABLE AREA.

SHEET NOTES

1. NO FLAMMABLE LIQUID STORAGE IS ANTICIPATED WITHIN THE

BUILDING. ONE 1,000 GALLON TANK OF JP-8 (NFPA CLASS II)

COMBUSTIBLE LIQUID WILL BE STORED OUTSIDE OF THE BUILDING,

WITH MINIMUM 5 FT. SEPARATION FROM THE BUILDING.

4 ENGINE TESTING BAY FORKLIFT ACCESS DOOR. NOT AN EXIT.

5 EMERGENCY FUEL STOP LOCATED BOTH INSIDE AND OUTSIDE THE

ENGINE TEST FACILITY SO THAT THE MAIN FUEL SUPPLY CAN BE

SHUT DOWN QUICKLY IN CASE OF EMERGENCY. REFER TO M-101

FOR MORE DETAIL.

7 APPROXIMATE ENGINE TEST BAY FUEL SUPPLY LINE

LOCATION. FUEL SUPPLY LINE TO BE EQUIPPED WITH A FIRE

VALVE WITH A FUSIBLE LINK OPERATOR. REFER TO M-101

FOR MORE DETAIL.

TRUE NORTH

56' 205'

FEDS

BUILDING

1,000 GALLON

CONCRETE FUEL TANK

CONTAINMENT

BUILDING

#863

BUILDING

#848

BUILDING

#813

NOTES:

FUEL TANK CONTAINMENT SHALL BE SEPARATED

PER NFPA 30 [TABLE 22.4.1.1(A) & TABLE 22.4.1.1(B)]

AS FOLLOWS:

1. MINIMUM 5 FT. TO THE NEAREST SIDE OF

IMPORTANT BUILDING ON THE SAME

PROPERTY.

2. MINIMUM 30 FT. TO THE OPPOSITE SIDE OF A

PUBLIC WAY

OPEN

PARKING

OPEN

PARKING

OPEN

STAGING

N LIGHTNING RD

S T

E P

H E

D O

U G

L A

3/16" = 1'-0"1

LIFE SAFETY PLAN

ROOM NAME

ROOM

NUMBER OCCUPANT USE AREA O.L.F.

OCCUPANT

LOAD

RESTROOM 102 BUSINESS 66 SF 150 SF 1

OFFICE 108 BUSINESS 55 SF 150 SF 1

BUSINESS 121 SF 2

CORRIDOR 100 INDUSTRIAL (GENERAL HAZARD) 362 SF 100 SF 4

CONTROL CAB 100-1 INDUSTRIAL (GENERAL HAZARD) 159 SF 100 SF 2

VESTIBULE A 110 INDUSTRIAL (GENERAL HAZARD) 36 SF 100 SF 1

INDUSTRIAL (GENERAL HAZARD) 557 SF 7

ENGINE TESTING BAY 101 INDUSTRIAL (HIGH HAZARD) 2020 SF 100 SF 21

INDUSTRIAL (HIGH HAZARD) 2020 SF 21

FIRE PROTECTION

EQUIP.

105 MECH/ELEC 148 SF 500 SF 1

MECH 106 MECH/ELEC 53 SF 500 SF 1

ELEC. ROOM 107 MECH/ELEC 63 SF 500 SF 1

MECH/ELEC 263 SF 3

STORAGE 103 STORAGE 32 SF 500 SF 1

TELECOM 104 STORAGE 28 SF 500 SF 1

STORAGE 60 SF 2

TOTAL OCCUPANT LOAD 3020 SF 35

OCCUPANT LOAD SUMMARY

DOOR/EXIT

NUMBER

DOOR CLEAR

WIDTH (IN)

DOOR CAPACITY

(IN/PERSON)

DOOR CAPACITY

(PERSON)

DR1 34 0.4 85

DR2 34 0.4 85

DR3 68 0.4 170

EXIT 1 34 0.7 49

EXIT 2 34 0.2 170

EXIT AND EXIT ACCESS DOOR SUMMARY

TYPE START LOCATION

MEASURED

LENGTH MAX LENGTH

COMMON PATH RESTROOM [102] 55' 100'

TRAVEL DISTANCE ENGINE TESTING BAY

[101] - PATH 1

66' 75'

TRAVEL DISTANCE RESTROOM [102] 55' 250'

TRAVEL DISTANCE SUMMARY

0 2' 4' 6'

US Army Corps of Engineers ®

SHEET ID

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A M

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N.T.S.2

FLAMMABLE AND COMBUSTIBLE LIQUIDS

SITE PLAN 9.29.18

S I

C H

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K E

D R

A W

I S

S U

A T

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T E

M B

SHEET ID

ISSUED FOR CONSTRUCTION

F I L E

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2 3 4 5 6 7 8 9 10

S O

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S I G

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D A

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C T

US Army Corps of Engineers

C A

T E

G O

U S

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P S

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G L

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H O

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D E

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R I P

T I O

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H I G

V E

S U

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C H

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T w w w e x p f e d e r a l c o m p r o j n o

H I

S A

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T R

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A H

W H

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H U

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F I E

L D

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C O

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X I B

I N

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G N

O S

T E

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T I N

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I L I T

I N

N I

HAUL ROUTE

GC101

C I V

I L

H A

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L R

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A N

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L I K

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0 500' 1000'

LEGEND

HAUL ROUTE

DEMOLITION PLAN NOTES:

1. ALL RECYCLABLE MATERIALS (LISTED IN THE RECYCLING STANDARD OPERATING

PROCEDURES) GENERATED DURING THE ENTIRE TERM OF ANY CONSTRUCTION AND

DEMOLITION WILL BE TURNED OVER TO THE FORT STEWART OR HAAF RECYCLING PROGRAM.

CONTRACTORS MUST CONTACT THE COR WHO WILL COORDINATE WITH THE DPW

ENVIRONMENTAL WASTE MANAGEMENT SECTION (912-767-2010) TO ARRANGE FOR TURN-IN

OF RECYCLABLE/SALVAGEABLE MATERIALS.

2. THE CONTRACTOR AND THEIR ON-SITE WORKERS SHALL COMPLETE THE SUSTAINABILITY

MANAGEMENT SYSTEM (SMS) GENERAL AWARENESS TRAINING PRIOR TO CONTRACT

KICK-OFF MEETING. CONTACT DPW ENVIRONMENTAL FOR TRAINING (912-767-2010.

3. ALL CONSTRUCTION DEBRIS NOT WANTED BY GOVERNMENT SHALL BECOME THE PROPERTY

OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION

AND / OR RELOCATION WORK. THE CONTRACTOR SHALL TAKE EXTRA PRECAUTIONARY

MEASURES TO AVOID DAMAGE TO THE HIGH PRESSURE GAS LINE IN THE PROJECT AREA.

ON…

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