Attach_C_-_Drawings_Rev_6_Apr_17.pdf

WESTVIEW AVE

HIDDEN CV

OKALOOSA AVE

AMIGO RD

JOHN SIMS PKY

FL85

EGLIN BLVD

GREGORY AVE

WASHINGTON AVE

ROCKFORD ST

FLORIDA AVE

BAYSHORE DR

WASHINGTON AVE

OLEY WAY

FL189

EASTVIEW AVE

EGLIN BLVD

EASTVIEW AVE

EDGE AVE

MEMORIAL TR

SUNSET LN

SPENCER PL

ECHO DR

BAYSHORE DR

WASHINGTON AVE

EDGE AVE

EASTVIEW AVE

EGLIN BLVD

EGLIN BLVD

HIDDEN CV

SOUTHVIEW AVE

GRANDVIEW AVE

EGLIN BLVD

JOHN SIMS PKY

CHICAGO AVE

FL85

SIXTH ST

WESTVIEW AVE

EGLIN BLVD

HIDDEN CV

EGLIN BLVD

SPENCER PL

BAY ST

FL189

OKALOOSA AVE

HILLCREST AVE

JOHN SIMS PKY

JAMES AV

OKALOOSA AVE

ROCKFORD ST

EDGE AVE

OKALOOSA AVE

EASTVIEW AVE

WESTVIEW AVE

HIGHLAND ST

EGLIN BLVD

POPLAR CT

FL85

HIGHLAND ST

EGLIN BLVD

JUDITH DR

SEMINOLE AVE

FL189

FL85

RANGE RD

JOHN SIMS PKY

VALPARAISO PKY

BAYSHORE DR

DAYTONA RD

ANDREW DR

CHARLES DR

FL85

CHARLES DR

FL85

MADISON AVE

WESTVIEW AVE

SOUTHVIEW AVE

FL85

MADISON AVE

ADAMS AVE

HIDDEN CV

FL189

JOHN SIMS PKY

HIDDEN CV

HIGHLAND ST

JOHN SIMS PKY

EGLIN BLVD

CHARLES DR

FL85

SOUTHVIEW AVE

GLENVIEW AVE

SEMINOLE AVE

FL85

FL85

FL85

BAYSHORE DR

EDGE AVE

EGLIN BLVD

VAN MATRE AV

EGLIN BLVD

FL189

LINCOLN AVE

DAYTONA RD

CHICAGO AVE

NORDBERG AVE

OKALOOSA AVE

HIGHLAND ST

CHOCTAW RD

NAKINA DR

PERIMETER RD

FLORIDA AVE

GLEN AVE

ECHO DR

EDGE AVE

EGLIN BLVD

FLAGLER RD

FOURTH ST

AUCILLA CV

EDWARDS CIR

OKALOOSA AVE

NOMAD WAY

MINOR DR

GRANDVIEW AVE

EIGHTH ST

"D" AV

MAY CIR

VAN MATRE AV

PALMETTO RD

FIFTH ST

FL189

BAYSHORE DR

CHICAGO AVE

HIGHLAND ST

CHOCTAWHATCHEE RD

BOATNER

THIRD ST

GRANDVIEW AVE

"F" AV

NAKINA DR

BARRIER MAINT RD

JOHN SIMS PKY

TOLUKA DR

BOATNER RD

DAYTONA RD

LIVE OAK AVE

BOATNER RD

SEVENTH ST

BARRANCAS AV

RANGE RD

SEVENTH ST

GEORGIA AV

GLEN AVE

FIRST ST

FIFTH ST

OAK LN

VINE ST

FL189

ROCKFORD ST

GEORGIA AVE

THIRD ST

KISSIMMEE RD

CYPRESS RD

BARRANCAS AV

LINCOLN AVE

INVERNESS RD

VAN MATRE AV

MAGNOLIA ST

TENTH ST

NOMAD WAY

MISSISSIPPI AVE

CATAWBA RD

PALMETTO RD

W ESCAMBIA RD

HATCHEE RD

MISSISSIPPI AVE

CHINQUAPIN DR

GEORGIA AV

QUAIL TRL

GASPARILLA RD

FLORIDA AV

SIXTH ST

SEVENTH ST

CHINQUAPIN DR

CHEROKEE RD

FLAGLER RD

AZALEA CIR

SAINT CHARLES AVE

SUWANEE AV

GRANDVIEW AVE

VALPARAISO PKY

TRANSPORTATION RD

MISSISSIPPI AVE

SEVENTH ST

MISSISSIPPI AVE

JACKSON RD

NAKINA DR

ELEY RD

SEMINOLE RD

"D" AV

MICHIGAN AVE

SUNSET LN

NASSAU RD

FLORIDA AV

"B" AV

ELEY RD

CHINQUAPIN DR

MICHIGAN AVE

JASMINE PL

"D" AV

BISCAYNE RD

MAJOR DR

"F" AV

MAY RD

SIXTH ST

DADE RD

PERIMETER RD

HATCHEE RD

HYMES RD

ADAMS DR

SECOND ST

NETTLES DR

EGLIN RD

CHEROKEE RD

ELEY RD

"B" AV

OKEECHOBEE RD

JASMINE AVE

VIRGINIA AVE

SIXTH ST

"B" AV

APALACHICOLA RD

MINEOLA RD

JOHN SIMS PKY

LINCOLN AVE

HATCHEE RD

MOTOR POOL RD

CHEROKEE RD

GEORGIA AV

FOSTER DR

POINCIANNA ST

HUNT DR

PINCHOT RD

GRANDVIEW AVE

BAYSHORE DR

NOMAD WAY

INVERNESS RD

LIDO RD

FIRST ST

LOUISIANA AVE

PERIMETER RD

WAKULLA DR

NAKINA DR

BAYSHORE DR

GRANDVIEW AVE

FLORIDA AVE

BAYSHORE DR

GRANDVIEW AVE

OCALA RD

EIGHTH ST

ROSE CT

GEORGIA AV

KINSEY CT

HATCHEE RD

FOSTER DR

PERIMETER RD

SANTA ROSA RD

MEMORIAL TR

MEMORIAL TR

BAYSHORE DR

HATCHEE RD

FL85

CHINQUAPIN DR

MAY CIR

JASMINE AVE

PERIMETER RD

JASMINE AVE

CHEROKEE RD

"D" AV

SECOND ST

NOMAD WAY

TENTH ST

PERIMETER RD

CAMP ROBBINS RD

HICKORY LN

OSSIPEE RD

VIRGINIA AVE

BEN'S LAKE RD

FL85

SECOND ST

GAFFNEY RD

MCCARTHY AV

HIALEAH RD

FL85

LOUISIANA AVE

ARROW PT CV

BAYSHORE DR

GRANDVIEW AVE

MEMORIAL TR

MAGNOLIA ST

BARRIER MAINT RD

DAYTONA RD

FOURTH ST

FOURTH ST

CHINQUAPIN DR

HATCHEE RD

FIFTH ST

GAFFNEY RD

OSCEOLA DR

CYPRESS RD

DELEON ST

FOURTH ST

TENNESSEE AVE

EIGHTH ST

VIRGINIA AVE

HATCHEE RD

GENERAL BOND BLVD

PERIMETER RD

HIALEAH RD

FLAGLER RD

HATCHEE RD

RANGE RD

"F" AV

CUNNARD AVE

FL85

HATCHEE RD

EIGHTH ST

PINE LN

GASPARILLA RD

"B" AV

MCCARTHY AV

VINE ST

GAFFNEY RD

LIN DR

PERIMETER RD

NOMAD WAY

JASMINE AVE

MINOR DR

RIBORDY DR

SECOND ST

FIFTH ST

EGLIN BLVD

MEMORIAL TR

RIBORDY DR

"D" AV

WACISSA RD

CHEROKEE AV

"D" AV

CHOCTAWHATCHEE RD

DELEON ST

PERIMETER RD

"D" AV

SAINT CHARLES AVE

FERNANDINA DR

OLD DOCK RD

TENNESSEE AVE

VAN MATRE AV

WAKULLA DR

FOSTER DR

"C" AV

VIRGINIA AVE

FLAGLER RD

CYPRESS RD

BARRANCAS AV

WICKER RD

SUNSET LN

"B" AV

BARRANCAS AV

NAKINA DR

PERIMETER RD

CLAYTON PL

WOLVERINE BYPASS

NETTLES DR

VIRGINIA AVE

NORTH GATE RD

MONTANA AVE

LIDO RD

FLAGLER RD

ARESTOR RD

CORTESE RD

DOVE CV

HATCHEE RD

ELEY RD

DELEON ST

BOWLES

FERNANDINA RD

DESOTO CIR

POSTIL RD

FERNANDINA CT

RANGE RD

ESPANOLA RD

DIXIE RD

GEORGETOWN RD

KELLY LN

DIXIE RD

DESOTO CIR

CRESCANT

SAFE HARBOR CV

DESOTO CIR

YUCHI LN

DESOTO CIR

HERNANDO RD

CHISK CT

DESOTO RD

SAFE HARBOR CV

SAFE HARBOR CV

DESOTO RD

MAGNOLIA LN

DESOTO CT

CHISK LN

DESOTO CIR

CHISK LN

GRANDVIEW AVE

DESOTO CIR

A-26

A-113

A-112

A-19

A-23

A-27

A-24

A-28

A-22

WOOD FENCE/

DUMPSTER

WOOD

DECK

SQ-1-07

BOR

SQ-2-07

BOR

SQ-3-07

BOR

SQ-4-07

BOR

SQ-5-07

BOR

SQ-6-07

BOR

SQ-8-07

BOR

SQ-9-07

BOR

NAVY-1-07

BOR

NAVY-2-07

BOR

NAVY-3-07

BOR

NAVY-4-07

BOR

NAVY-5-07

BOR

NAVY-6-07

BOR

NAVY-7-07

BOR

NAVY-8-07

BOR

NAVY-9-07

BOR

ITC-1-07

BOR

ITC-2-07

BOR

ITC-8-07

BOR

ITC-9-07

BOR

ITC-7-07

BOR

ITC-6-07

BOR

ITC-5-07

BOR

ITC-4-07

BOR

ITC-3-07

BOR

ITC-INF-2-07

ITC-INF-3-07

ITC-INF-4-07

NAVY-INF-3-07

NAVY-INF-2-07

NAVY-INF-1-07

NAVY-INF-4-07

NAVY-RT-1

NAVY-RT-2

SQ-RT-1

SQ-INF-1-07

SQ-INF-2-07

SQ-INF-3-07

ITC-RT-1

DM-01-08

DM-02-08

DM-INF-02-08

DM-03-08

DM-INF-03-08

DM-04-08

DM-05-08

DM-06-08

DMPH-01-08

DF-01-08

DF-INF-01-08

DF-02-08

DF-INF-02-08

DF-INF-03-08

EGLIN BLVD

FIFTH ST

"F" AV

FIFTH ST

98o o43

BAY

p65

FAIRHOPE

MOBILE

o31 p

MINETTE

o

98o

9010p

45o

FOLEY

o 98o o331

ANDALUSIA

o84 o31

CRESTVIEW

oo85

VALPARISO

90o

MILTON

p10

EGLIN AIR FORCE BASE

ALABAMA

FLORIDA

o29 p10

DE FUNIAK

SPRINGS

FORT

WALTON

BEACH

98o

ATMORE

o31 o90 p5

BREWTON

FLOMATON

PENSACOLA

AR94997

DERETSI

GE

R

A R C H IT EC

T

FOETATS

FL O R IDAR ICE

ACREBOR

R LT

01/26/17

REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE:

SIGNATURE

APPROVED

CENM

DRAWN BY

PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

APPROVED

PROGRAM MANAGER

APPROVED

FIRE PROTECTION ENGR.

APPROVED

SAFETY REPRESENTATIVE

APPROVED

DIR. BASE. MED. SERVICE

APPROVED

USING AGENCY

APPROVED

COMMUNICATIONS

APPROVED

MAINTENANCE ENGINEERING

APPROVED

ENVIRONMENTAL

DESCRIPTIONINDEX #

INDEX OF DRAWINGS

TITLE AND INDEX SHEETG-001

LEGEND AND ABBREVIATIONSG-002

EXISTING BUILDING PLANA-110

DEMO AND NEW WORK PLANSA-111

DEMO AND NEW WORK REFLECTED CEILING PLANSA-150

OPENING SCHEDULE AND DETAILSA-601

MECHANICAL NOTES, LEGEND, & ABBREVIATIONSM-001

MECHANICAL DEMOLITION PLANM-101

MECHANICAL PIPING NEW WORK PLANM-202

MECHANICAL DETAILSM-501

MECHANICAL SCHEDULES AND CONTROLSM-601

ELECTRICAL LEGEND AND NOTESE-001

ELECTRICAL POWER PLANE-200

ELECTRICAL SYSTEMS PLANE-201

ELECTRICAL EQUIPMENT POWER PLANE-202

ELECTRICAL PANEL SCHEDULESE-601

FIRE PROTECTION PLANFP-101

LIGHTING FIXTURE DETAILS AND SCHEDULEE-002

ELECTRICAL DEMOLITION PLANE-100

ELECTRICAL FEEDER PLANE-203

ELECTRICAL LIGHTING PLANE-300

POWER AND FIRE ALARM RISER DIAGRAME-600

MECHANICAL NEW WORK PLANM-201

PLUMBING PLANP-101

FTFA 16-1126 1

IRCM 4TH LANE

FACILITY

MODIFICATIONS

BLDG. 374

01/26/17

G-001

TITLE AND INDEX SHEET

FINAL DESIGN SUBMITTAL

JGH

RCR

IRCM 4TH LANE FACILITY MODIFICATIONS

BUILDING 374 (GWEF)

EGLIN AFB, FLORIDA

PROJECT LOCATION,

BUILDING 374

'EAST GATE' MP

STATION/ID BADGING

'EAST GATE' EXISTING

BASE ENTRANCE

NORTH

1081503210C Typewritten Text Revision 1 - 06 April 2017

L A/C

ACT

ADJ

AFF

ALT

ALUM

ARCH

AUTO

BD

BLDG

BM

BOT

BRG

BRG PL

BUR

C

CAB

CB

CEM

CF/CI

CF/GI

CI

CID

CIP

CJ

CL

CLG

CLR

CM

CMU

CPT

COL

CONC

COND

CONSTR

CONT

CONTR

COR

CORR

COTR

CU FT

CU YD

D

DET

DF

DIA

DIM

DIV

DS

DW

DWG

E

EF

EL

ELEC

ELEV

EQ

EQUIP

EMER

SHR

EWS

EWC

EXH

EXIST

EXT

AND

AT

ANGLE

AIR CONDITION

ACOUSTICAL CEILING TILE

ADJACENT, ADJOINING,

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

ARCHITECT(URAL)

AUTOMATIC

BOARD

BUILDING

BEAM, BENCH MARK

BOTTOM

BEARING

BEARING PLATE

BUILT-UP ROOFING

CHANNEL

CABINET

CATCH BASIN

CEMENT

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CAST IRON

COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CAST-IN-PLACE, CAST IRON PIPE

CONSTRUCTION JOINT/CONTROL

JOINT

CENTER LINE, CLASS, CLOSE

CEILING

CLEAR, COLOR, COOLER

CENTIMETER(S)

CONCRETE MASONRY UNIT

CARPET

COLUMN

CONCRETE

CONDITION

CONSTRUCTION

CONTINUE, CONTINUOUS

CONTRACT, CONTRACTOR

CONTRACTING OFFICER'S

REPRESENTATIVE

CORRIDOR

CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CUBIC FEET

CUBIC YARD

DRYER

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DIVISION, DIVIDE

DOWNSPOUT

DISHWASHER

DRAWING

EAST

EACH FACE

ELEVATION

ELECTRIC(AL)

ELEVATOR

EQUAL

EQUIPMENT

EMERGENCY SHOWER

EYE WASH STATION

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXTERIOR

FAX

FA

FD

FDTN

FE

FEC

FF EL

FIN GR

FLR

FP

FT

FTG

FRZ

GA

GALV

GB

GC

GF/GI

GF/CI

GL

GLZ

GMS

GDR

GR LN

GYP BD

HB

HC

HDBD

HDW

HM

HORIZ

HNDRL

HT

HVAC

IBC

ID

INCL

INSUL

INT

INV

INV EL

JS

KIT

LAM

LAV

LH

M

MAX

MECH

MFR

MH

MIN

MISC

MM

MS

MT

MTD

MTG

MTL

MW

MULL

N

NAT

NIC

NOM

NTS

OC

OD

OF/OI

OF/CI

FACSIMILE

FIRE ALARM

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR ELEVATION

FINISH GRADE

FLOOR

FIREPROOF

FEET, FOOT

FOOTING

FREEZER

GAGE

GALVANIZED IRON

GRAB BAR

GENERAL CONTRACTOR

GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GLASS

GLAZING

GALVANIZED METAL STUD

GUARDRAIL

GRADE LINE

GYPSUM BOARD

HOSE BIBB

HANDICAP, HOLLOW CORE

HARDBOARD

HARDWARE

HOLLOW METAL

HORIZONTAL

HANDRAIL

HEIGHT

HEATING/VENTILATING/AIR COND

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

INCLUDED

INSULATION

INTERIOR

INVERT

INVERT ELEVATION

JANITOR SINK

KITCHEN

LAMINATE

LAVATORY

LEFT HAND

METER

MAXIMUM

MECHANICAL

MANUFACTURER

MANHOLE

MINIMUM

MISCELLANEOUS

MILLIMETER

MOP SINK

MOUNT

MOUNTED

MOUNTING

METAL

MICROWAVE

MULLION

NORTH

NATURAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISH/

OWNER INSTALLED

OWNER FURNISH/

CONTRACTOR INSTALLED

ABBREVIATIONS

OH

OH DR

OPNG

OPP

PCF

PCC

PL

PLAM

PLYWD

PRKG

PSF

PSI

PT

PVC

QT

R

RA

RCP

RD

REBAR

REF

REG

REINF

RET

REV

RFCP

RFG

RH

RM

ROW

S

SC

SCHED

SD

SECT

SF

SHT

SIM

SPEC

SPKR

SQ

SS

SST

STA

STC

STD

STOR

STRUCT

SUSP

SYMM

SYS

T&B T&G

TE

TEL

THK

TOC

TOP

TOS

TV

TYP

UNO

VERT

VCT

VTR

W W/ W/O

WB

WC

WD

WH

WP

WSCT

WWR

OVERHANG, OVERHEAD

OVERHEAD (COILING) DOOR

OPENING

OPPOSITE

POUNDS PER CUBIC FOOT

PRECAST CONCRETE

PROPERTY LINE

PLASTIC LAMINATE

PLYWOOD

PARKING

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

POLYVINYL CHLORIDE

QUARRY TILE

RADIUS, RANGE, RISER

RETURN AIR

REFLECTED CEILING PLAN

ROOF DRAIN

REINFORCING STEEL BARS

REFERENCE, REFRIGERATOR

REGISTER

REINFORCE

RETURN

REVISION

REINFORCED CONCRETE PIPE

ROOFING

RIGHT HAND

ROOM

RIGHT OF WAY

SOUTH

SOLID CORE

SCHEDULE

STORM DRAIN

SECTION

SQUARE FOOT(FEET)

SHEET

SIMILAR

SPECIFICATION

SPEAKER

SQUARE

SERVICE SINK

STAINLESS STEEL

STATION

SOUND TRANSMISSION CLASS

STANDARD

STORAGE

STRUCTURAL

SUSPEND

SYMMETRICAL

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TOP ELEVATION

TELEPHONE

THICKNESS

TOP OF CONCRETE

TOP OF PAVEMENT

TOP OF SLAB, TOP OF STEEL

TELEVISION

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VINYL COMPOSITION TILE

VENT THROUGH ROOF

WASHER, WEST, WIDE

WITH

WITHOUT

WOOD BASE

WATER CLOSET

WOOD

WATER HEATER

WATERPROOFING

WAINSCOT

WELDED WIRE REINFORCEMENT

SYMBOLS LEGEND

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

PLAN

NORTH

A101

SIM

A

A

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A101

SIM

1/2" SINGLE LEG RESILIENT CHANNEL @ 24"

O.C., ONE SIDE

3/4" #9 (10 GA) CASE HARDENED EXPANDED

METAL SECURITY MESH

2 LAYERS - 5/8" TYPE "X" GWB, STAGGER JOINTS MAXIMUM

DISTANCE FROM JOINTS OF SUBSEQUENT LAYER

6" 18 GA. GALVANIZED METAL STUDS AT 16" O.C.

2 LAYERS - 5/8" TYPE "X" GWB, STAGGER JOINTS MAXIMUM

DISTANCE FROM JOINTS OF SUBSEQUENT LAYER

6" 18 GA. GALVANIZED METAL STUDS AT 16" O.C. W/ TWO LAYERS 5/8" TYPE

"X" GYPSUM WALLBOARD ON RESILIENT METAL CHANNELS ONE SIDE AND

TWO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD OVER METAL SECURITY

MESH ROOM 146 SIDE. 6" SOUND BATT INSULATION IN STUD CAVITY. EXTEND

PARTITION FULL HEIGHT TO DECK ABOVE & SEAL TO BOTH FLOOR AND &

DECK ABOVE. SEAL AT ENTIRE PERIMETER AND AT ALL PENETRATIONS.

WALL TYPE A

STC 52 RATED PARTITION

1/2" SINGLE LEG RESILIENT CHANNEL @

24" O.C., ONE SIDE

2 LAYERS - 5/8" TYPE "X" GWB, STAGGER JOINTS MAXIMUM

DISTANCE FROM JOINTS OF SUBSEQUENT LAYER

6" 18 GA. GALVANIZED METAL STUDS AT 16" O.C.

2 LAYERS - 5/8" TYPE "X" GWB, STAGGER JOINTS MAXIMUM

DISTANCE FROM JOINTS OF SUBSEQUENT LAYER

6" 18 GA. GALVANIZED METAL STUDS AT 16" O.C. W/ TWO LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD ON RESILIENT METAL CHANNELS ONE SIDE AND TWO

LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD OPP. SIDE. 6" SOUND BATT

INSULATION IN STUD CAVITY. EXTEND PARTITION FULL HEIGHT TO DECK ABOVE

& SEAL TO BOTH FLOOR AND & DECK ABOVE. SEAL AT ENTIRE PERIMETER AND

AT ALL PENETRATIONS.

WALL TYPE B

STC 52 RATED PARTITION

R-13.4 6" BATT INSULATION - ASPHALT

KRAFT PAPER, VAPOR BARRIER ON

ONE SIDE, STAPLE TO GYP. PANEL

R-13.4 6" BATT INSULATION - ASPHALT

KRAFT PAPER, VAPOR BARRIER ON

ONE SIDE, STAPLE TO GYP. PANEL

GROUND FLOOR

0"

SECOND FLOOR

20'-0"

6" 18 GA. GALVANIZED

METAL STUDS AT 16" O.C.

2 LAYERS - 5/8" TYPE "X" GWB,

STAGGER JOINTS

1'- 6"

CONTINUOUS ACCOUTICAL

SEALANT UNDER TRACK AND

BOTTOM OF GYPSUM WALL

BOARD PANELS, BOTH SIDES

3/4" #9 (10 GA) CASE

HARDENED EXPANDED METAL

SECURITY MESH

R-13.4 6" BATT INSULATION - ASPHALT

KRAFT PAPER, VAPOR BARRIER ON

ONE SIDE, STAPLE TO GYP. PANEL

CONTINUOUS ACCOUTICAL

SEALANT TOP OF TRACK AND

TOP OF GYPSUM WALL

BOARD PANELS, BOTH SIDES

1/2" SINGLE LEG RESILIENT CHANNEL

@ 24" O.C., ONE SIDE

4" VINYL BASE

EXISTING STRUCTURE BEYOND

AR94997

DERETSI

GE

R

A R C H IT EC

T

FOETATS

FL O R IDAR ICE

ACREBOR

R LT

01/26/17

REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE:

SIGNATURE

APPROVED

CENM

DRAWN BY

PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 2

IRCM 4TH LANE

FACILITY

MODIFICATIONS

BLDG. 374

01/26/17

G-002

LEGEND AND ABBREVIATIONS

JGH

RCR

3" = 1'-0"G-002

1 WALL TYPES

SCALE: 3" = 1'-0"

0 2" 4" 8" 3" = 1'-0"G-002

2 WALL SECTION 1

UP

AREA OF

NEW WORK

E-109

TEST CONTROL

AREA

E-146

TEST AREA

E-147

TEST

CHAMBER

E-109A

TEST CHAMBER

E-109D

MECH

ROOM

E-109C

TEST ANALYSIS

AREA

PARTIAL WORK AREA

ELECTRICAL EQUIPMENT ROOM

E-134 & E-226, 2ND FLOOR

MECHANICAL

ROOM

E-120

TECH WORK

AREA

E-119

E-111CORRIDOR

FREIGHT

ELEVATOR

PARTIAL WORK AREAS

MECHANICAL ROOM E-120,

TECH WORK AREA E-133 &

TECH WORK AREA E-119

TECH WORK

AREA

E-133

ELECTRICAL

EQIP. ROOM

E-134

FLOOR PLAN NOTES

1. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED PRIOR TO

START OF CONSTRUCTION. CONTRACTOR TO NOTIFY P.M. OF ANY

FOUND DISCREPANCIES IN EXISTING CONDITIONS IMMEDIATELY

UPON DISCOVERY.

AR94997

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REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

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DATE:

SIGNATURE

APPROVED

CENM

DRAWN BY

PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 3

IRCM 4TH LANE

FACILITY

MODIFICATIONS

BLDG. 374

01/26/17

A-110

EXISTING BUILDING PLAN

JGH

RCR

1/16" = 1'-0"A-110

1 OVERALL FIRST FLOOR PLAN - EXISTING

PLAN

NORTH

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

E-109

TEST CONTROL

AREA

E-146

TEST AREA

E-147

TEST CHAMBER

MEZZANINE AREA ABOVE SHOWN

E-109A

TEST CHAMBER

E-109D

MECH ROOM

E-109C

TEST ANALYSIS

AREA

AREA OF EXISTING FLOOR

SLAB THAT MAY NEED TO BE

REMOVED FOR INSTALLATION

OF NEW FMS ISLOATION PAD

TO BE COORDINATED WITH

FMS SPECIFICATIONS.

'-0

8'-

0" 7'-6" 20'-0"

EXISTING BLDG. STRUCTURAL

COLUMNS TO REMAIN

EXISTING STAIR

TO REMAIN

EXISTING CONCRETE

ISOLATION SLAB TO BE

REMOVED BY CONTRACTOR.

PREP AREA TO RECIEVE NEW

FMS ISOLATION PAD.

REMOVE CMU WALL TO EXTENT TO

RECEIVE NEW DOOR FRAME.

RELOCATE ALL ELECTRICAL

ACCESS EQUIPMENT PRIOR TO

DEMOLITION

TEST CONTROL

AREA

TEST AREA

PUMP ROOM

109B

109A

109D

MEZZANINE AREA ABOVE SHOWN

FMS PAD 14' X 20'

TEST CHAMBER

109A

TEST CHAMBER

146A

TEST ANALYSIS

AREA

109C

MECH ROOM

109D

CL

R.

6'- 0"

'-0

CL

R.

8'- 0"

CLR.

6'-0" 20'-0" 12'-11" CLR.

E

EE

E

E

A

A

B

A

FMS ISOLATION PAD LOCATION, SIZES ARE

SCHEMATIC AT THIS TIME. SPECIFIC

LOCATION, SIZE & ORIENTATION TO BE

PROVIDED BY SIMULATOR VENDOR

EXISTING COLUMN

WRAP TO REMAIN

B

A

AA

A

A

'-0

6'-3" 10'-9"

30'-11"

G-002

G-002

SIM

CLEAN, PATCH AND PAINT

EXISTING INTERIOR WALL TO

REMAIN. MATCH ADJACENT

NEW WALL FINISH.

PATCH AND REPAIR

EXISTING INTERIOR WALL

TO REMAIN. MATCH

ADJACENT FINISHES

PATCH AND PAINT

EXISTING CMU WALL AT

NEW DOOR FRAME.

MATCH EXISTING FINISH

AND COLOR

A

ADD 1 LAYER 5/8" MOISTURE

RESISTANT GYP. BOARD TO

EXISTING FINISHED WALL.

NEW WORK NOTES

1. SEE SHEET G-002 FOR WALL CONSTRUCTION LEGEND.

2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" OC

MAX.

3. PROVIDE BLOCKING IN WALLS FOR TV BRACKETS, AND OTHER

WALL MOUNTED ITEMS.

4. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO

BEGINNING OF DEMOLITION OR NEW CONSTRUCTION.

5. AREA LIMIT OF CONSTRUCTION IS INDICATED ON NEW WORK

PLAN WITH EXCEPTION OF ELECTRICAL AND MECHANICAL WORK

AS INDICATED ON THOSE PLANS. ALL OTHER AREAS OF BUILDING

ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

6. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE

WALL AT A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR

ON THE WALL ABOVE OR BELOW THIS PLANE MAY NOT BE

IDENTIFIED IN THIS PLAN VIEW.

7. ALL FLOOR & WALL FINISHES IN NEW WORK AREA TO REMAIN

ARE TO BE PROTECTED DURING CONSTRUCTION.

8. PROVIDE FIRE EXTINGUISHERS AND BRACKET AT LOCATIONS

SHOWN OR RELOCATE EXISTING

9. NORTH WALL OF ROOMS 109A AND 109B ARE TO BE PATCHED,

REPAIRED AND REPAINTED TO MATCH ADJACENT NEW WALLS AS

REQUIRED.

10. CONTRACTOR TO COORDINATE TYPE AND INSTALLATION OF

NEW RAISED FLOORING STRUCTURAL SYSTEM WITH USER

PROVIDED RAISED FLOORING PANELS. USER TO PROVIDE ALL

RAISED FLOORING PANELS. USER INDICATED MRK 30/30

UNDERSTRUCTURE, CONTRACTOR TO VERIFY COMPATIBILITY.

11. RAISED FLOOR TO HAVE 100% RUNNERS AT ALL PERIMETERS

INCLUDING WALLS AND FMS PAD IN ROOM 109A. INSTALL 1/4" - 1/8"

DENSE FOAM OR RUBBER ISOLATION MATERIAL AT FMS PAD IN

ROOM 109A.

1. THE GOVERNMENT WILL REMOVE EQUIPMENT FROM ROOMS

E-109, E-109A, E-146 PRIOR TO THE DEMOLITION ACTIVITIES.

2. REMOVE EXISTING ACCESS FLOOR SYSTEM AS REQUIRED FOR

NEW CONSTRUCTION. STORE TILE & STRUCTURE TO BE REUSED

PER NEW WORK PLAN.

3. PATCHING OF EXISTING STUD WALLS AND GYPSUM WALLBOARD

TO REMAIN SHALL ALSO BE INCLUDED IN SCOPE OF WORK.

4. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS

FOR ADDITIONAL DEMOLITION REQUIREMENTS.

DEMOLITION NOTES GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

DOOR NUMBER

WALL TYPE

ACCESS CONTROL DOOR

NEW WALL CONSTRUCTION, SEE WALL

CONSTRUCTION LEGEND, SHEET G-002

EXISTING WALL

BOUNDARY OF SECURE AREA

SPIN DIAL COMBINATION LOCK (XO-10)

EXISTING ROOM NAME / NUMBER

DESIGNATION

ROOM NAME

E-101

EXISTING DOOR TO REMAIN

(DEMO PLAN)

REMOVE EXISTING DOOR, FRAME

AND HARDWARE (DEMO PLAN)

REMOVE EXISTING CONSTRUCTION

(AS INDICATED WITH DASHED LINES)

WALL TYPE - EXISTINGE

ACTIVE DOOR LEAFA

ROOM FINISH / COLOR SCHEDULE KEY

ACT - ACCOUSTICAL CEILING TILE

1 - ARMSTRONG; VL UNDERFORATED 24" X 24" X 5/8" #868; COLOR: WHITE. PROVIDE CLEAN ROOM GRID 15/16"

ALUMINUM; WHITE

AF - ACCESS FLOORING

1 - NEVAMAR; STATIC DISSIPATIVE LAMINATE; COLOR: WINTER GRAY MATRIX MR-6-5

RM - RESILIENT MATERIAL

1 - WALL BASE - JOHNSONITE; COLOR: 186 MOUSI WG

GWB - GYPSUM WALL BOARD

MR - MOISTURE RESISTANT

P - PAINT

1 - SHERWIN WILLIAMS; COLOR: SW 7004 SNOWBOUND; EGG SHELL

2 - SHERWIN WILLIAMS; COLOR: SW 6002 ESSENTAIL GRAY; EGG SHELL

AR94997

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REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE:

SIGNATURE

APPROVED

CENM

DRAWN BY

PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 4

IRCM 4TH LANE

FACILITY

MODIFICATIONS

BLDG. 374

01/26/17

A-111

DEMO AND NEW WORK PLANS

JGH

RCR

1/8" = 1'-0"A-111

1 FLOOR PLAN - DEMOLITION

1/8" = 1'-0"A-111

2 FLOOR PLAN - NEW WORK

PLAN

NORTH

PLAN

NORTH

ROOM FINISH SCHEDULE

ROOM

NO.

ROOM

NAME

FLOOR BASE WALLS CEILING

REMARKSMAT FIN MAT FIN

NORTH EAST SOUTH WEST

MAT COLORMAT FIN COLOR MAT FIN COLOR MAT FIN COLOR MAT FIN COLOR

109 TEST CONTROL AREA AF 1 RM 1 GWB P 1 GWB P 1 - - - - ACT 1

109A TEST CHAMBER AF 1 RM 1 GWB P 1 GWB P 1 GWB P 1 - - ACT 1

109B PUMP ROOM AF 1 RM 1 MRGWB P 1 MRGWB P 1 MRGWB P 1 MRGWB P 1 MRGWB P1

146 TEST AREA AF 1 RM 1 GWB P 1 EX P 1 EX P 1 GWB P 1 ACT 1

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

MEZZANINE AREA ABOVE SHOWN

EXISTING 1000 LBS CRANE TO

BE REMOVED BY

CONTRACTOR AND STORED

PER USER INSTRUCTION

E-109

E-147

E-109A

E-108D

E-109C

E-146

MEZZANINE AREA ABOVE SHOWN

10'-0" 12'-0"

TEST AREA

TEST CONTROL

AREA

PUMP ROOM

109B

12'-0"

16'-0"

TEST CHAMBER

109A

146A

EXISTING TO REMAIN

EXTENT OF NEW WORK

CEILING AREA.

109D

109C

7'-0"

GRAPHIC LEGEND

2' X 2' DEMOLISHED SUSPENDED

ACOUSTICAL TILE LAY-IN CEILING

AND GRID

2 X 4 FLUORESCENT LIGHTING

FIXTURE, SEE ELECTRICAL DRAWINGS

FLUORESCENT CEILING FIXTURE,

SEE ELECTRICAL DRAWINGS

CEILING DIFFUSER, SEE

MECHANICAL DRAWINGS

RETURN AIR GRILLE, SEE

MECHANICAL DRAWINGS

EXIT LIGHT, SEE ELECTRICAL AND LIFE

SAFETY DRAWINGS FOR DIRECTIONAL

INFORMATION

CEILING EXHAUST, SEE

MECHANICAL DRAWINGS

CEILING HEIGHT (FROM RAISED FLOOR)

ROOM NUMBER DESIGNATION

FLUORESCENT LIGHTING FIXTURE,

SEE ELECTRICAL DRAWINGS

9'-0"

2' X 2' SUSPENDED ACOUSTICAL TILE

LAY-IN CEILING WITH GRID2

SUSPENDED MOISTURE RESISTANT

GYPSUM BOARD CEILING (PAINTED)3

SUSPENDED GYPSUM BOARD

CEILING (PAINTED)4

LINEAR CEILING DIFFUSER,

SEE MECHANICAL DRAWINGS

REFLECTED CEILING

NOTES - DEMO

1. EXISTING ROOMS E-109 & E-146 AREA ONLY: DEMOLISH AND

REMOVE ALL SUSPENDED LAY-IN CEILING AND GRID SYSTEM &

PREPARE AREA TO RECEIVE NEW SUSPENDED LAY-IN CEILING

SYSTEM. VERIFY SCOPE OF DEMOLITION OF ELECTRICAL, HVAC,

PLUMBING & TELECOMM PRIOR TO DEMOLITION.

2. BUILDING 374: ALL OTHER AREAS OF BLDG. 374 BEYOND THE

OPERATIONS AREA IS EXISTING TO REMAIN. FIRE PROTECTION

DEVICE WORK ONLY.

3. VERIFY SCOPE OF CEILING MOUNTED OR RELATED EQUIPMENT

OR DEVICES THAT ARE TO BE SALVAGED & REUSED PRIOR TO

DEMOLITION.

REFLECTED CEILING

NOTES - NEW WORK

1. ALL NEW CEILINGS HEIGHTS AS INDICATED. ALL OTHER CEILING

HEIGHTS AS INDICATED. CEILING HEIGHTS TO BE VERIFIED PRIOR TO

CONSTRUCTION.

2. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND

MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES

UNLESS NOTED OTHERWISE. ALL FIRE SPRINKLER HEADS TO BE

FLUSH MOUNTED.

3. ALL CEILINGS OUTSIDE OF 109, 109A, 109B & 146 WORK AREA ARE

EXISTING TO REMAIN.

CEILING HEIGHT NOTE

1. 16'-0" INDICATED FOR ROOM 109A IS A MINIMUM CLEAR CEILING

HEIGHT. CONTRACTOR TO MAXIMIZE HEIGHT OF FINISHED CEILING

BY COORDINATING HVAC DUCT WORK INSTALLATION AND LIGHTING

INSTALLATION WITH THE EXISTING STRUCTURAL SYSTEM TO ALLOW

THE HIGHEST LEVEL FINISHED CEILING HEIGHT BELOW THE

EXISTING STRUCTURE.

AR94997

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REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE:

SIGNATURE

APPROVED

CENM

DRAWN BY

PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 5

IRCM 4TH LANE

FACILITY

MODIFICATIONS

BLDG. 374

01/26/17

A-150

DEMO AND NEW WORK REFLECTED CEILING PLANS

JGH

RCR

1/8" = 1'-0"A-150

1 REFLECTED CEILING PLAN - DEMO

1/8" = 1'-0"A-150

2 REFLECTED CEILING PLAN - NEW WORK

PLAN

NORTH

PLAN

NORTH

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

DOOR FRAME

ELEVATIONS

HOLLOW METAL

(HM) STC FRAME

(1)

SEE SCHED

SE

E

SC

HE

D

2" 2"

4"

SEE SCHED

SE

E

SC

HE

D

INSUL. HOLLOW

METAL (HM) DOOR

(A)

INTERIOR

DOOR ELEVATIONS

1. FULLY GROUT EXISTING CMU WALL AT JAMB AND LINTEL ZONES

SHOWN. EXTENT OF GROUT SHALL BE FROM THE TOP OF THE NEW

STEEL LINTEL TO THE BOTTOM OF THE WALL TO ENSURE FULL

GROUTING.

2. LAY OUT THRU-ROD HOLES AT SUPPORTS AND AT EXISTING

GROUTED CELLS IN ACCORDANCE WITH THE PATTERN SHOWN.

DRILL HOLES INTO THE WALL AT THESE LOCATIONS. VERIFY THAT

ALL HOLES ARE CLEANED AND HAVE 6" EMBEDMENT.

3. INSTALL EPOXY-RODS. INJECT EPOXY TO FILL ANNULAR SPACE

AROUND THE ROD HOLES TO PRODUCE A SOLID BEARING.

4. INSTALL NEW LINTEL ON SIDE OF WALL.

5. COVER LINTEL OVERSIZED HOLES WITH 2"X2"X3/8" PLATE WITH

STANDARD HOLES, WELD IN PLACE. INSTALL NUTS. MAR THREADS.

6. CAREFULLY REMOVE BLOCK FROM OPENING, TAKING CARE TO

NOT DAMAGE SURROUNDING WALLS. APPLY MORTAR PATCH TO

BOTTOM OF LINTEL AND FLOOR AS NECESSARY.

7. INSTALL NEW DOOR AND FRAME. PATCH AND PAINT EXISTING

FINISHES TO MATCH. ROOM 109 DOOR AND FRAME INSTALL TO BE

LAST WORK PERFORMED ON PROJECT. COORDINATE INSTALLATION

OF ROOM 109 CORRIDOR DOOR AND FRAME WITH USER PRIOR TO

CONSTRUCTION.

NEW OPENING - ERECTION

SEQUENCE NOTES

NEW C12 STEEL LINTEL, ATTACH TO

EXISTING GROUTED CMU WALL USING

3/4" X A36 EPOXY RODS W/6"

EMBEDMENT. SEE ELEVATION , DETAIL

AND ERECTION SEQUENCE NOTES FOR

ADDITIONAL INFORMATION

7'- 6"

3" 6"

3"

FILL EXISTING CMU CELLS

SOLID W/ GROUT AT

LINTEL AND JAMBS

METAL STUD FURRING

AND GYPSUM WALL

BOARD FINISH TO MATCH

EXISTING

FILL EXISTING CMU CELLS SOLID W/

GROUT AT LINTEL AND JAMBS

CMU R.O.

8'-4"

CM

U

R.

O.

7'- 4"

NEW STEEL LINTEL

C12X20.7

11'-0"

A-601

A-601

NEW C12 STEEL LINTEL, ATTACH TO

EXISTING GROUTED CMU WALL USING

3/4" X A36 EPOXY RODS W/6"

EMBEDMENT. SEE ELEVATION , DETAIL

AND ERECTION SEQUENCE NOTES FOR

ADDITIONAL INFORMATION

7'- 6"

3" 6"

3" FILL EXISTING CMU CELLS

SOLID W/ GROUT AT LINTEL

METAL STUD FURRING AND

GYPSUM WALL BOARD

FINISH TO MATCH EXISTING

CM

U

R.

O.

7'- 4"

4" 8" 1'-2" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-2" 8" 4"

3" 6"

3"

1'- 0"

11'-0"

NEW C12X20.7

OVERSIZED HOLES FOR 3/4" DIA. A36

EPOXY ROD. COVER PLATE HOLE PER

INSET A AFTER LINTEL INSTALLATIONPL 3/8X2X2 W/ 13/16"

DIA. STD HOLE

INSET A

3/16

DOOR THRESHOLD

SQUARE NOSE RUBBER

TREAD (RIB DESIGN)

ACCESS PANEL FLOOR SYSTEM

SECURITY/STC 52

(MIN.) WALL ASSEMBLY

DOOR AS SCHEDULED

2 LAYERS - 5/8" TYPE "X" GWB

2X FIRE RETARDENT BLOCKING,

ATTACH WITH 3/8" BOLTS @ 12" O.C.

ACCESS PANEL FLOOR SYSTEM

6" BATT INSULATIONCONTINUOUS SEALANT

(BOTH SIDES)

CONTINUOUS SEALANT (BOTH SIDES)

SQUARE NOSE RUBBER

TREAD (RIB DESIGN)

1/2" SINGLE LEG RESILIENT

CHANNEL @ 24" O.C.

16 GA TRACK (TOP AND BOTTOM)

ATTACHED TO JAMB STUDS WITH

14 GA CLIP ANGLE

6" 18 GA. GALVANIZED METAL

STUDS AT 16" O.C.

9 1/16"

TO MATCH WALL

WIDTH BEYOND

STC RATED DOOR AS SCHEDULED.

SEALS MAY VARY PER

MANUFACTURER.

2 LAYERS - 5/8" TYPE "X" GWB

3/4" #9 (10 GA) CASE HARDENED

EXPANDED METAL SECURITY MESH

6" BATT INSULATION

CONINUOUS SEALANT (BOTH SIDES)

1/2" SINGLE LEG RESILIENT

CHANNEL @ 24" O.C.

6" 18 GA. GALVANIZED METAL

STUDS AT 16" O.C.

STC RATED HOLLOW METAL DOOR FRAME,

PAINT. FILL FRAME W/ INSULATION PER

MANUFACTURER'S RECOMMENDATIONS

FOR STC RATED ASSEMBLY

DOOR SOUND STOP W/ GASKET

FRICTION FIT SOUND ATTENUATION

BATT INSULATION, FILL CAVITY

COMPLETELY

STC RATED HOLLOW METAL DOOR FRAME,

PAINT. FILL FRAME W/ INSULATION PER

MANUFACTURER'S RECOMMENDATIONS

FOR STC RATED ASSEMBLY

CONINUOUS SEALANT (BOTH SIDES)

FRICTION FIT SOUND ATTENUATION

BATT INSULATION, FILL CAVITY

COMPLETELY

STC RATED DOOR AS

SCHEDULED. SEALS MAY VARY

PER MANUFACTURER

DOOR SOUND STOP W/ GASKET

5/8" TYPE "X" GWB

NEW C12 STEEL LINTEL, ATTACH

TO EXISTING GROUTED CMU WALL

USING 3/4" X A36 EPOXY RODS W/6"

EMBEDMENT EXISTING CMU BLOCK WALL

METAL STUD TRACK / FURRING

TO MATCH EXISTING

DOOR THRESHOLD, SET IN FULL BED

OF SEALANT

DOOR AS SCHEDULED

ACCESS PANEL FLOOR SYSTEM

GROUT AT PATCHED FLOOR WHERE

EXISTING CMU REMOVED FOR

EXPANDED DOOR OPENING

AR94997

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FL O R IDAR ICE

ACREBOR

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01/26/17

REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE:

SIGNATURE

APPROVED

CENM

DRAWN BY

PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 6

IRCM 4TH LANE

FACILITY

MODIFICATIONS

BLDG. 374

01/26/17

A-601

OPENING SCHEDULE AND DETAILS

JGH

RCR

DOOR SCHEDULE

DOOR FRAME

STC

RATING

FIRE

RATING

HARDWARE

COMMENTSMARK

SIZE

MAT ELEV GLAZING

LOUVER

MAT ELEV

DETAIL

SET

NO

KEYSIDE

ROOM

NUMBERWD HT WD HT HEAD JAMB SILL

109 8'-0" 7'-0" HM A - - - HM 1 7/A-601 7/A601 SIM 8/A-601 53* 01 111

109A 8'-0" 7'-0" HM A - - - HM 1 5/A-601 5/A-601 SIM 6/A-601 52* 02 109

109D 8'-0" 7'-0" HM A - - - HM 1 5/A-601 5/A-601 SIM 6/A-601 52* 02 109A

146 8'-0" 7'-0" HM A - - - HM 1 7/A-601 7/A601 SIM 8/A-601 53* 01 111

1/2" = 1'-0"A-601

1 DOOR OPENING - SECTION 1

1/2" = 1'-0"A-601

4 NEW DOOR OPENING - ELEVATION

1/2" = 1'-0"A-601

2 DOOR OPENING - SECTION 2

1/2" = 1'-0"A-601

3 BEAM ELEVATION

* STC RATINGS ARE FOR FINISHED INSTALLED ASSEMBLIES WITH DOUBLE DOOR CONFIGURATIONS.

STC RATING INDICATED IS REQUIRED MINIMUM FOR EACH DOOR ASSEMBLY.

SCALE: 1/2" = 1'-0"

0 1' 2' 4' 1 1/2" = 1'-0"A-601

6 STC DOOR SILL DETAIL - MTL STUDS

3" = 1'-0"A-601

5 STC DOOR HEAD DETAIL - MTL STUDS

3" = 1'-0"A-601

7 STC DOOR HEAD DETAIL - CMU

JAMB SIMILAR JAMB SIMILAR

1 1/2" = 1'-0"A-601

8 STC DOOR SILL DETAIL - CMU

REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE:

SIGNATURE

APPROVED

CENM

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CONTENTS

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SHEET OF

SPEC. NO.

INDEX NO.

PROJ. NO. DRAWING NO. FILE NO.

96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

FTFA 16-1126

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

S. JOHNSON

D P R O J E C T

I C R M t h

L a n e

F a c i l i t y

M o d i f i c a t i o n s

B l d g

D W G M e c h F P d w g

P M j o i n e r

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

S. JOHNSON

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

S. JOHNSON

UP

EGLIN AIR FORCE BASE, FLORIDA

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

S. JOHNSON

UP

EGLIN AIR FORCE BASE, FLORIDA

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

S. JOHNSON

UP

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

IRCM 4TH LANE FACILITY

MODIFICATIONS

01/27/17

AS SHOWN

G. PETERSON

1/27/17

D.BAGWELL

E-109

TEST CONTROL AREA

E-146

TEST AREA

E-147

TEST CHAMBER

E-109A

TEST CHAMBER

E-109C

TEST ANALYSIS AREA

E-109D

MECH ROOM

1/27/17

TEST AREA

PUMP ROOM

109B

FMS PAD 12' X 20'

TEST CHAMBER

109A

TEST CHAMBER

109C

TEST ANALYSIS AREA

109D

MECH ROOM

1/27/17

TEST AREA

PUMP ROOM

109B

109A

TEST CHAMBER

1/27/17

TEST AREA

PUMP ROOM

109B

109A

TEST CHAMBER

1/27/17

UP

1/27/17

TEST AREA

PUMP ROOM

109B

109A

TEST CHAMBER

1/27/17