ircm 4th lane facility modifications …...g-001 title and index sheet g-002 legend and...

1425

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 CVSAFE 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

31

BAYp65

FAIRHOPE

MOBILE

o31

p

MINETTE

10

o

98o

9010p

45o

FOLEY

o98o

o331

ANDALUSIA

o84

o31

331

CRESTVIEW

oo85

VALPARISO

90oMILTON

p10EGLIN AIR FORCE BASE

ALABAMAFLORIDA

o29

p10

DE FUNIAKSPRINGS

FORTWALTONBEACH

98o

6

29

ATMORE

o31

o90

p5

BREWTON

FLOMATON

PENSACOLA

AR94997

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REVISION DATE DESCRIPTION BY APPR'D

BASE CIVIL ENGINEEREGLIN 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 DRAWINGSTITLE AND INDEX SHEETG-001LEGEND AND ABBREVIATIONSG-002

EXISTING BUILDING PLANA-110DEMO AND NEW WORK PLANSA-111DEMO AND NEW WORK REFLECTED CEILING PLANSA-150OPENING SCHEDULE AND DETAILSA-601

MECHANICAL NOTES, LEGEND, & ABBREVIATIONSM-001MECHANICAL DEMOLITION PLANM-101

MECHANICAL PIPING NEW WORK PLANM-202MECHANICAL DETAILSM-501MECHANICAL SCHEDULES AND CONTROLSM-601

ELECTRICAL LEGEND AND NOTESE-001

ELECTRICAL POWER PLANE-200ELECTRICAL SYSTEMS PLANE-201ELECTRICAL EQUIPMENT POWER PLANE-202

ELECTRICAL PANEL SCHEDULESE-601

24

FIRE PROTECTION PLANFP-101

LIGHTING FIXTURE DETAILS AND SCHEDULEE-002ELECTRICAL DEMOLITION PLANE-100

ELECTRICAL FEEDER PLANE-203ELECTRICAL LIGHTING PLANE-300POWER AND FIRE ALARM RISER DIAGRAME-600

MECHANICAL NEW WORK PLANM-201

PLUMBING PLANP-101

FTFA 16-1126 1

IRCM 4TH LANEFACILITY

MODIFICATIONSBLDG. 374

01/26/17

G-001

TITLE AND INDEX SHEET

FINAL DESIGN SUBMITTAL

JGH

RCR

IRCM 4TH LANE FACILITY MODIFICATIONSBUILDING 374 (GWEF)EGLIN AFB, FLORIDA

PROJECT LOCATION,BUILDING 374

'EAST GATE' MPSTATION/ID BADGING

'EAST GATE' EXISTINGBASE ENTRANCE

NORTH

1081503210C

Typewritten Text

Revision 1 - 06 April 2017

&@LA/CACTADJAFFALTALUMARCHAUTOBDBLDGBMBOTBRGBRG PLBURCCABCBCEMCF/CI

CF/GI

CICID

CIPCJ

CLCLGCLRCMCMUCPTCOLCONCCONDCONSTRCONTCONTRCOR

CORRCOTR

CU FTCU YDDDETDFDIADIMDIVDSDWDWGEEFELELECELEVEQEQUIPEMERSHREWSEWCEXHEXISTEXT

ANDATANGLEAIR CONDITIONACOUSTICAL CEILING TILEADJACENT, ADJOINING,ADJUSTABLEABOVE FINISHED FLOORALTERNATEALUMINUMARCHITECT(URAL)AUTOMATICBOARDBUILDINGBEAM, BENCH MARKBOTTOMBEARINGBEARING PLATEBUILT-UP ROOFINGCHANNELCABINETCATCH BASINCEMENTCONTRACTOR FURNISHEDCONTRACTOR INSTALLEDCONTRACTOR FURNISHED/GOVERNMENT INSTALLEDCAST IRONCOMPREHENSIVE INTERIORDESIGN PACKAGECAST-IN-PLACE, CAST IRON PIPECONSTRUCTION JOINT/CONTROLJOINTCENTER LINE, CLASS, CLOSECEILINGCLEAR, COLOR, COOLERCENTIMETER(S)CONCRETE MASONRY UNITCARPETCOLUMNCONCRETECONDITIONCONSTRUCTIONCONTINUE, CONTINUOUSCONTRACT, CONTRACTORCONTRACTING OFFICER'SREPRESENTATIVECORRIDORCONTRACTING OFFICERTECHNICAL REPRESENTATIVECUBIC FEETCUBIC YARDDRYERDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDIVISION, DIVIDEDOWNSPOUTDISHWASHERDRAWINGEASTEACH FACEELEVATIONELECTRIC(AL)ELEVATOREQUALEQUIPMENTEMERGENCY SHOWEREYE WASH STATIONELECTRIC WATER COOLEREXHAUSTEXISTINGEXTERIOR

FAXFAFDFDTNFEFECFF ELFIN GRFLRFPFTFTGFRZGAGALVGBGCGF/GI

GF/CI

GLGLZGMSGDRGR LNGYP BDHBHCHDBDHDWHMHORIZHNDRLHTHVACIBCIDINCLINSULINTINVINV ELJSKITLAMLAVLHMMAXMECHMFRMHMINMISCMMMSMTMTDMTGMTLMWMULLNNATNICNOMNTSOCODOF/OI

OF/CI

FACSIMILEFIRE ALARMFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOOR ELEVATIONFINISH GRADEFLOORFIREPROOFFEET, FOOTFOOTINGFREEZERGAGEGALVANIZED IRONGRAB BARGENERAL CONTRACTORGOVERNMENT FURNISHED/GOVERNMENT INSTALLEDGOVERNMENT FURNISHED/CONTRACTOR INSTALLEDGLASSGLAZINGGALVANIZED METAL STUDGUARDRAILGRADE LINEGYPSUM BOARDHOSE BIBBHANDICAP, HOLLOW COREHARDBOARDHARDWAREHOLLOW METALHORIZONTALHANDRAILHEIGHTHEATING/VENTILATING/AIR CONDINTERNATIONAL BUILDING CODEINSIDE DIAMETERINCLUDEDINSULATIONINTERIORINVERTINVERT ELEVATIONJANITOR SINKKITCHENLAMINATELAVATORYLEFT HANDMETERMAXIMUMMECHANICALMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLIMETERMOP SINKMOUNTMOUNTEDMOUNTINGMETALMICROWAVEMULLIONNORTHNATURALNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROWNER FURNISH/OWNER INSTALLEDOWNER FURNISH/CONTRACTOR INSTALLED

ABBREVIATIONSOHOH DROPNGOPPPCFPCCPLPLAMPLYWDPRKGPSFPSIPTPVCQTRRARCPRDREBARREFREGREINFRETREVRFCPRFGRHRMROWSSCSCHEDSDSECTSFSHTSIMSPECSPKRSQSSSSTSTASTCSTDSTORSTRUCTSUSPSYMMSYST&BT&GTETELTHKTOCTOPTOSTVTYPUNOVERTVCTVTRWW/W/OWBWCWDWHWPWSCTWWR

OVERHANG, OVERHEADOVERHEAD (COILING) DOOROPENINGOPPOSITEPOUNDS PER CUBIC FOOTPRECAST CONCRETEPROPERTY LINEPLASTIC LAMINATEPLYWOODPARKINGPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATEDPOLYVINYL CHLORIDEQUARRY TILERADIUS, RANGE, RISERRETURN AIRREFLECTED CEILING PLANROOF DRAINREINFORCING STEEL BARSREFERENCE, REFRIGERATORREGISTERREINFORCERETURNREVISIONREINFORCED CONCRETE PIPEROOFINGRIGHT HANDROOMRIGHT OF WAYSOUTHSOLID CORESCHEDULESTORM DRAINSECTIONSQUARE FOOT(FEET)SHEETSIMILARSPECIFICATIONSPEAKERSQUARESERVICE SINKSTAINLESS STEELSTATIONSOUND TRANSMISSION CLASSSTANDARDSTORAGESTRUCTURALSUSPENDSYMMETRICALSYSTEMTOP AND BOTTOMTONGUE AND GROOVETOP ELEVATIONTELEPHONETHICKNESSTOP OF CONCRETETOP OF PAVEMENTTOP OF SLAB, TOP OF STEELTELEVISIONTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEVENT THROUGH ROOFWASHER, WEST, WIDEWITHWITHOUTWOOD BASEWATER CLOSETWOODWATER HEATERWATERPROOFINGWAINSCOTWELDED WIRE REINFORCEMENT

SYMBOLS LEGEND

ROOM NAME / NUMBERDESIGNATION

DOOR NUMBER

WINDOW / LOUVERTYPE

WALL TYPE

ELEVATIONTARGET

ELEVATION NUMBER

INTERIOR ELEVATION SYMBOL

SHEET ON WHICHELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION SYMBOL

SHEET ON WHICHELEVATION IS DRAWN

NORTH ARROWSECTION NUMBER

SECTION SYMBOL

SHEET ON WHICHSECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICHDETAIL IS DRAWN

PLANNORTH

A1011

SIM

101

A

A

1

2

3

4 A-200

101ROOM NAME

A-2011

PLAN NORTH

TRUE NORTH A1011

SIM

1/2" SINGLE LEG RESILIENT CHANNEL @ 24"O.C., ONE SIDE

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

2 LAYERS - 5/8" TYPE "X" GWB, STAGGER JOINTS MAXIMUMDISTANCE FROM JOINTS OF SUBSEQUENT LAYER

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


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 ANDTWO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD OVER METAL SECURITYMESH ROOM 146 SIDE. 6" SOUND BATT INSULATION IN STUD CAVITY. EXTENDPARTITION 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


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


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 TWOLAYERS 5/8" TYPE "X" GYPSUM WALLBOARD OPP. SIDE. 6" SOUND BATTINSULATION IN STUD CAVITY. EXTEND PARTITION FULL HEIGHT TO DECK ABOVE& SEAL TO BOTH FLOOR AND & DECK ABOVE. SEAL AT ENTIRE PERIMETER ANDAT ALL PENETRATIONS.

WALL TYPE B

STC 52 RATED PARTITION

R-13.4 6" BATT INSULATION - ASPHALTKRAFT PAPER, VAPOR BARRIER ONONE SIDE, STAPLE TO GYP. PANEL


GROUND FLOOR0"

SECOND FLOOR20'-0"

6" 18 GA. GALVANIZEDMETAL STUDS AT 16" O.C.

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

1'-6"

CONTINUOUS ACCOUTICALSEALANT UNDER TRACK AND

BOTTOM OF GYPSUM WALLBOARD PANELS, BOTH SIDES

3/4" #9 (10 GA) CASEHARDENED EXPANDED METAL

SECURITY MESH


CONTINUOUS ACCOUTICALSEALANT TOP OF TRACK AND

TOP OF GYPSUM WALLBOARD PANELS, BOTH SIDES

1/2" SINGLE LEG RESILIENT CHANNEL@ 24" O.C., ONE SIDE

4" VINYL BASE

EXISTING STRUCTURE BEYOND

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SIGNATURE

APPROVED

CENM

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PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

SCALE

SHEET OF

SPEC. NO.

INDEX NO.


96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 2



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

UP

AREA OFNEW WORK

E-109

TEST CONTROLAREA

E-146TEST AREA

E-147

TESTCHAMBER

E-109ATEST CHAMBER

E-109D

MECHROOM

E-109C

TEST ANALYSISAREA

PARTIAL WORK AREAELECTRICAL EQUIPMENT ROOM

E-134 & E-226, 2ND FLOOR

MECHANICALROOME-120

TECH WORKAREAE-119

E-111CORRIDOR

FREIGHTELEVATOR

PARTIAL WORK AREASMECHANICAL ROOM E-120,TECH WORK AREA E-133 &

TECH WORK AREA E-119

TECH WORKAREAE-133

ELECTRICALEQIP. ROOM

E-134

FLOOR PLAN NOTES1. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED PRIOR TOSTART OF CONSTRUCTION. CONTRACTOR TO NOTIFY P.M. OF ANYFOUND DISCREPANCIES IN EXISTING CONDITIONS IMMEDIATELYUPON DISCOVERY.

AR94997

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PROJ. ENGR.

CONTENTS

APPROVED

TITLE

DATE

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SPEC. NO.

INDEX NO.


96/CEG/CEN

APPROVED

BASE CIVIL ENGINEER

24FTFA 16-1126 3



01/26/17

A-110

EXISTING BUILDING PLAN

JGH

RCR

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

1 OVERALL FIRST FLOOR PLAN - EXISTINGPLAN

NORTH

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

0 8' 16' 32'

UP

E-109

TEST CONTROLAREA

E-146TEST AREA

E-147TEST CHAMBER

MEZZANINE AREA ABOVE SHOWN

E-109A

TEST CHAMBER

E-109DMECH ROOM

E-109C

TEST ANALYSISAREA

AREA OF EXISTING FLOORSLAB THAT MAY NEED TO BEREMOVED FOR INSTALLATIONOF NEW FMS ISLOATION PADTO BE COORDINATED WITHFMS SPECIFICATIONS.

14'-0

"8'-

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

EXISTING BLDG. STRUCTURALCOLUMNS TO REMAIN

EXISTING STAIRTO REMAIN

EXISTING CONCRETEISOLATION SLAB TO BEREMOVED BY CONTRACTOR.PREP AREA TO RECIEVE NEWFMS ISOLATION PAD.

REMOVE CMU WALL TO EXTENT TORECEIVE NEW DOOR FRAME.RELOCATE ALL ELECTRICALACCESS EQUIPMENT PRIOR TODEMOLITION

TEST CONTROLAREA

109TEST AREA

146

PUMP ROOM109B

109A

109

109D


FMS PAD 14' X 20'

TEST CHAMBER109A

TEST CHAMBER146A

TEST ANALYSISAREA109C

MECH ROOM109D

CLR.

6'-0"

14'-0

"

CLR.

8'-0"

CLR.

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

E

EE

E

E

A

A

B

A

FMS ISOLATION PAD LOCATION, SIZES ARESCHEMATIC AT THIS TIME. SPECIFICLOCATION, SIZE & ORIENTATION TO BEPROVIDED BY SIMULATOR VENDOR

EXISTING COLUMNWRAP TO REMAIN

B

A

146

AA

A

A

14'-0

"

6'-3" 10'-9"

30'-11"

2G-002

2G-002

SIM

CLEAN, PATCH AND PAINTEXISTING INTERIOR WALL TOREMAIN. MATCH ADJACENTNEW WALL FINISH.

PATCH AND REPAIREXISTING INTERIOR WALLTO REMAIN. MATCHADJACENT FINISHES

PATCH AND PAINTEXISTING CMU WALL ATNEW DOOR FRAME.MATCH EXISTING FINISHAND COLOR

A

ADD 1 LAYER 5/8" MOISTURERESISTANT GYP. BOARD TOEXISTING FINISHED WALL.

NEW WORK NOTES1. SEE SHEET G-002 FOR WALL CONSTRUCTION LEGEND.

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

3. PROVIDE BLOCKING IN WALLS FOR TV BRACKETS, AND OTHERWALL MOUNTED ITEMS.

4. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TOBEGINNING OF DEMOLITION OR NEW CONSTRUCTION.

5. AREA LIMIT OF CONSTRUCTION IS INDICATED ON NEW WORKPLAN WITH EXCEPTION OF ELECTRICAL AND MECHANICAL WORKAS INDICATED ON THOSE PLANS. ALL OTHER AREAS OF BUILDINGARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

6. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THEWALL AT A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN ORON THE WALL ABOVE OR BELOW THIS PLANE MAY NOT BEIDENTIFIED IN THIS PLAN VIEW.

7. ALL FLOOR & WALL FINISHES IN NEW WORK AREA TO REMAINARE TO BE PROTECTED DURING CONSTRUCTION.

8. PROVIDE FIRE EXTINGUISHERS AND BRACKET AT LOCATIONSSHOWN OR RELOCATE EXISTING

9. NORTH WALL OF ROOMS 109A AND 109B ARE TO BE PATCHED,REPAIRED AND REPAINTED TO MATCH ADJACENT NEW WALLS ASREQUIRED.

10. CONTRACTOR TO COORDINATE TYPE AND INSTALLATION OFNEW RAISED FLOORING STRUCTURAL SYSTEM WITH USERPROVIDED RAISED FLOORING PANELS. USER TO PROVIDE ALLRAISED FLOORING PANELS. USER INDICATED MRK 30/30UNDERSTRUCTURE, CONTRACTOR TO VERIFY COMPATIBILITY.

11. RAISED FLOOR TO HAVE 100% RUNNERS AT ALL PERIMETERSINCLUDING WALLS AND FMS PAD IN ROOM 109A. INSTALL 1/4" - 1/8"DENSE FOAM OR RUBBER ISOLATION MATERIAL AT FMS PAD INROOM 109A.

1. THE GOVERNMENT WILL REMOVE EQUIPMENT FROM ROOMSE-109, E-109A, E-146 PRIOR TO THE DEMOLITION ACTIVITIES.

2. REMOVE EXISTING ACCESS FLOOR SYSTEM AS REQUIRED FORNEW CONSTRUCTION. STORE TILE & STRUCTURE TO BE REUSEDPER NEW WORK PLAN.

3. PATCHING OF EXISTING STUD WALLS AND GYPSUM WALLBOARDTO REMAIN SHALL ALSO BE INCLUDED IN SCOPE OF WORK.

4. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGSFOR ADDITIONAL DEMOLITION REQUIREMENTS.

DEMOLITION NOTES GRAPHIC LEGEND

ROOM NAME / NUMBERDESIGNATION101

ROOM NAME

DOOR NUMBER

WALL TYPE

101

ACCESS CONTROL DOOR

NEW WALL CONSTRUCTION, SEE WALLCONSTRUCTION LEGEND, SHEET G-002

EXISTING WALL

BOUNDARY OF SECURE AREA

SPIN DIAL COMBINATION LOCK (XO-10)

EXISTING ROOM NAME / NUMBERDESIGNATION

ROOM NAMEE-101

EXISTING DOOR TO REMAIN(DEMO PLAN)

#

REMOVE EXISTING DOOR, FRAMEAND HARDWARE (DEMO PLAN)

REMOVE EXISTING CONSTRUCTION(AS INDICATED WITH DASHED LINES)

WALL TYPE - EXISTINGE

ACTIVE DOOR LEAFA

ROOM FINISH / COLOR SCHEDULE KEYACT - ACCOUSTICAL CEILING TILE1 - ARMSTRONG; VL UNDERFORATED 24" X 24" X 5/8" #868; COLOR: WHITE. PROVIDE CLEAN ROOM GRID 15/16"ALUMINUM; WHITE

AF - ACCESS FLOORING1 - NEVAMAR; STATIC DISSIPATIVE LAMINATE; COLOR: WINTER GRAY MATRIX MR-6-5

RM - RESILIENT MATERIAL1 - WALL BASE - JOHNSONITE; COLOR: 186 MOUSI WG

GWB - GYPSUM WALL BOARDMR - MOISTURE RESISTANT

P - PAINT1 - SHERWIN WILLIAMS; COLOR: SW 7004 SNOWBOUND; EGG SHELL2 - SHERWIN WILLIAMS; COLOR: SW 6002 ESSENTAIL GRAY; EGG SHELL

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SCALE

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24FTFA 16-1126 4



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

PLANNORTH

PLANNORTH

ROOM FINISH SCHEDULE

ROOMNO.

ROOMNAME

FLOOR BASE WALLS CEILING

REMARKSMAT FIN MAT FINNORTH EAST SOUTH WEST

MAT COLORMAT FIN COLOR MAT FIN COLOR MAT FIN COLOR MAT FIN COLOR109 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 1109B PUMP ROOM AF 1 RM 1 MRGWB P 1 MRGWB P 1 MRGWB P 1 MRGWB P 1 MRGWB P1146 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'


EXISTING 1000 LBS CRANE TOBE REMOVED BYCONTRACTOR AND STOREDPER USER INSTRUCTION

1

1

E-109

E-147

E-109A

E-108D

E-109C

E-146


10'-0"12'-0"

TEST AREA146

TEST CONTROLAREA

109

PUMP ROOM109B

12'-0"

2

2

3

16'-0"

2

TEST CHAMBER109A

146A

EXISTING TO REMAIN

EXTENT OF NEW WORKCEILING AREA.

109D

109C

7'-0"

4

GRAPHIC LEGEND

2' X 2' DEMOLISHED SUSPENDEDACOUSTICAL TILE LAY-IN CEILINGAND GRID

2 X 4 FLUORESCENT LIGHTINGFIXTURE, SEE ELECTRICAL DRAWINGS

FLUORESCENT CEILING FIXTURE,SEE ELECTRICAL DRAWINGS

CEILING DIFFUSER, SEEMECHANICAL DRAWINGS

RETURN AIR GRILLE, SEEMECHANICAL DRAWINGS

EXIT LIGHT, SEE ELECTRICAL AND LIFESAFETY DRAWINGS FOR DIRECTIONALINFORMATION

CEILING EXHAUST, SEEMECHANICAL DRAWINGS

CEILING HEIGHT (FROM RAISED FLOOR)

ROOM NUMBER DESIGNATION

FLUORESCENT LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS

1

101

9'-0"

2' X 2' SUSPENDED ACOUSTICAL TILELAY-IN CEILING WITH GRID2

SUSPENDED MOISTURE RESISTANTGYPSUM BOARD CEILING (PAINTED)3

SUSPENDED GYPSUM BOARDCEILING (PAINTED)4

LINEAR CEILING DIFFUSER,SEE MECHANICAL DRAWINGS

REFLECTED CEILINGNOTES - DEMO

1. EXISTING ROOMS E-109 & E-146 AREA ONLY: DEMOLISH ANDREMOVE ALL SUSPENDED LAY-IN CEILING AND GRID SYSTEM &PREPARE AREA TO RECEIVE NEW SUSPENDED LAY-IN CEILINGSYSTEM. VERIFY SCOPE OF DEMOLITION OF ELECTRICAL, HVAC,PLUMBING & TELECOMM PRIOR TO DEMOLITION.

2. BUILDING 374: ALL OTHER AREAS OF BLDG. 374 BEYOND THEOPERATIONS AREA IS EXISTING TO REMAIN. FIRE PROTECTIONDEVICE WORK ONLY.

3. VERIFY SCOPE OF CEILING MOUNTED OR RELATED EQUIPMENTOR DEVICES THAT ARE TO BE SALVAGED & REUSED PRIOR TODEMOLITION.

REFLECTED CEILINGNOTES - NEW WORK

1. ALL NEW CEILINGS HEIGHTS AS INDICATED. ALL OTHER CEILINGHEIGHTS AS INDICATED. CEILING HEIGHTS TO BE VERIFIED PRIOR TOCONSTRUCTION.

2. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES ANDMECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILESUNLESS NOTED OTHERWISE. ALL FIRE SPRINKLER HEADS TO BEFLUSH MOUNTED.

3. ALL CEILINGS OUTSIDE OF 109, 109A, 109B & 146 WORK AREA AREEXISTING TO REMAIN.

CEILING HEIGHT NOTE1. 16'-0" INDICATED FOR ROOM 109A IS A MINIMUM CLEAR CEILINGHEIGHT. CONTRACTOR TO MAXIMIZE HEIGHT OF FINISHED CEILINGBY COORDINATING HVAC DUCT WORK INSTALLATION AND LIGHTINGINSTALLATION WITH THE EXISTING STRUCTURAL SYSTEM TO ALLOWTHE HIGHEST LEVEL FINISHED CEILING HEIGHT BELOW THEEXISTING STRUCTURE.

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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

PLANNORTH

PLANNORTH

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

0 4' 8' 16'

DOOR FRAMEELEVATIONS

HOLLOW METAL(HM) STC FRAME

(1)

SEE SCHED

SEE

SCHE

D

2" 2"

4"

SEE SCHED

SEE

SCHE

D

INSUL. HOLLOWMETAL (HM) DOOR

(A)

INTERIOR

DOOR ELEVATIONS

1. FULLY GROUT EXISTING CMU WALL AT JAMB AND LINTEL ZONESSHOWN. EXTENT OF GROUT SHALL BE FROM THE TOP OF THE NEWSTEEL LINTEL TO THE BOTTOM OF THE WALL TO ENSURE FULLGROUTING.

2. LAY OUT THRU-ROD HOLES AT SUPPORTS AND AT EXISTINGGROUTED CELLS IN ACCORDANCE WITH THE PATTERN SHOWN.DRILL HOLES INTO THE WALL AT THESE LOCATIONS. VERIFY THATALL HOLES ARE CLEANED AND HAVE 6" EMBEDMENT.

3. INSTALL EPOXY-RODS. INJECT EPOXY TO FILL ANNULAR SPACEAROUND 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 WITHSTANDARD HOLES, WELD IN PLACE. INSTALL NUTS. MAR THREADS.

6. CAREFULLY REMOVE BLOCK FROM OPENING, TAKING CARE TONOT DAMAGE SURROUNDING WALLS. APPLY MORTAR PATCH TOBOTTOM OF LINTEL AND FLOOR AS NECESSARY.

7. INSTALL NEW DOOR AND FRAME. PATCH AND PAINT EXISTINGFINISHES TO MATCH. ROOM 109 DOOR AND FRAME INSTALL TO BELAST WORK PERFORMED ON PROJECT. COORDINATE INSTALLATIONOF ROOM 109 CORRIDOR DOOR AND FRAME WITH USER PRIOR TOCONSTRUCTION.

NEW OPENING - ERECTIONSEQUENCE NOTES

NEW C12 STEEL LINTEL, ATTACH TOEXISTING GROUTED CMU WALL USING

3/4" X A36 EPOXY RODS W/6"EMBEDMENT. SEE ELEVATION , DETAIL

AND ERECTION SEQUENCE NOTES FORADDITIONAL INFORMATION

7'-6"

3"6"

3"

FILL EXISTING CMU CELLSSOLID W/ GROUT ATLINTEL AND JAMBS

METAL STUD FURRINGAND GYPSUM WALLBOARD FINISH TO MATCHEXISTING

FILL EXISTING CMU CELLS SOLID W/GROUT AT LINTEL AND JAMBS

CMU R.O.

8'-4"

CMU

R.O.

7'-4"

NEW STEEL LINTELC12X20.7

11'-0"

1

A-601

2

A-601

NEW C12 STEEL LINTEL, ATTACH TOEXISTING GROUTED CMU WALL USING

3/4" X A36 EPOXY RODS W/6"EMBEDMENT. SEE ELEVATION , DETAIL

AND ERECTION SEQUENCE NOTES FORADDITIONAL INFORMATION

7'-6"

3"6"

3" FILL EXISTING CMU CELLSSOLID W/ GROUT AT LINTEL

METAL STUD FURRING ANDGYPSUM WALL BOARDFINISH TO MATCH EXISTING

CMU

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. A36EPOXY ROD. COVER PLATE HOLE PERINSET A AFTER LINTEL INSTALLATIONPL 3/8X2X2 W/ 13/16"

DIA. STD HOLEINSET A

3/16

DOOR THRESHOLD

SQUARE NOSE RUBBERTREAD (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.


6" BATT INSULATIONCONTINUOUS SEALANT(BOTH SIDES)

CONTINUOUS SEALANT (BOTH SIDES)

SQUARE NOSE RUBBERTREAD (RIB DESIGN)

1/2" SINGLE LEG RESILIENTCHANNEL @ 24" O.C.

16 GA TRACK (TOP AND BOTTOM)ATTACHED TO JAMB STUDS WITH

14 GA CLIP ANGLE

6" 18 GA. GALVANIZED METALSTUDS AT 16" O.C.

9 1/16"

TO MATCH WALLWIDTH BEYOND

STC RATED DOOR AS SCHEDULED.SEALS MAY VARY PERMANUFACTURER.

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

3/4" #9 (10 GA) CASE HARDENEDEXPANDED METAL SECURITY MESH

6" BATT INSULATION

CONINUOUS SEALANT (BOTH SIDES)

1/2" SINGLE LEG RESILIENTCHANNEL @ 24" O.C.

6" 18 GA. GALVANIZED METALSTUDS AT 16" O.C.

STC RATED HOLLOW METAL DOOR FRAME,PAINT. FILL FRAME W/ INSULATION PERMANUFACTURER'S RECOMMENDATIONSFOR STC RATED ASSEMBLY

DOOR SOUND STOP W/ GASKET

FRICTION FIT SOUND ATTENUATIONBATT INSULATION, FILL CAVITY

COMPLETELY

STC RATED HOLLOW METAL DOOR FRAME,PAINT. FILL FRAME W/ INSULATION PERMANUFACTURER'S RECOMMENDATIONSFOR STC RATED ASSEMBLY

CONINUOUS SEALANT (BOTH SIDES)FRICTION FIT SOUND ATTENUATION

BATT INSULATION, FILL CAVITYCOMPLETELY

STC RATED DOOR ASSCHEDULED. SEALS MAY VARY

PER MANUFACTURERDOOR SOUND STOP W/ GASKET

5/8" TYPE "X" GWB

NEW C12 STEEL LINTEL, ATTACHTO EXISTING GROUTED CMU WALL

USING 3/4" X A36 EPOXY RODS W/6"EMBEDMENT EXISTING CMU BLOCK WALL

METAL STUD TRACK / FURRINGTO MATCH EXISTING

DOOR THRESHOLD, SET IN FULL BEDOF SEALANT

DOOR AS SCHEDULED


GROUT AT PATCHED FLOOR WHEREEXISTING CMU REMOVED FOR

EXPANDED DOOR OPENING

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01/26/17

A-601

OPENING SCHEDULE AND DETAILS

JGH

RCR

DOOR SCHEDULEDOOR FRAME

STCRATING

FIRERATING

HARDWARE

COMMENTSMARK

SIZE

MAT ELEV GLAZING

LOUVER

MAT ELEV

DETAILSETNO

KEYSIDEROOM

NUMBERWD HT WD HT HEAD JAMB SILL109 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 109109D 8'-0" 7'-0" HM A - - - HM 1 5/A-601 5/A-601 SIM 6/A-601 52* 02 109A146 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 - CMUJAMB SIMILAR JAMB SIMILAR

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

8 STC DOOR SILL DETAIL - CMU

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MODIFICATIONS

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MODIFICATIONS

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D.BAGWELLD.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

D.BAGWELLD.BAGWELL

TEST CONTROL AREA

109

TEST AREA

146

PUMP ROOM

109B

FMS PAD 12' X 20'

147

TEST CHAMBER

109A

TEST CHAMBER

109C

TEST ANALYSIS AREA

109D

MECH ROOM

1/27/17

D.BAGWELLD.BAGWELL

TEST CONTROL AREA

109

TEST AREA

146

PUMP ROOM

109B

109A

TEST CHAMBER

1/27/17

D.BAGWELLD.BAGWELL

UP

UP

UP

1/27/17

D.BAGWELLD.BAGWELL

TEST CONTROL AREA

109

TEST AREA

146

PUMP ROOM

109B

109A

TEST CHAMBER

1/27/17

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ircm 4th lane facility modifications …...g-001 title and index sheet g-002 legend and...

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