Attachment 3 - MAHG 11-1042 Bryan Hall - Drawings - Vol 1 - 08042022.pdf

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

100% SUBMITTAL

KEESLER AFB, BILOXI, MISSISSIPPI

PROJECT NUMBER: MAHG 11−1042

EGH PROJECT # 21−006

REPAIR BRYAN HALL B6901

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

KTC

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

TITLE SHEET G000

02.18.2022

VOLUME 1 OF 2

ATTACHMENT 3

SOLICITATION FA301023R0001

1557824398E Text Box

REV A - 08/04/2022

GULFPORT

BILOXI

KEESLER AIR FORCE BASE OCEAN

SPRINGS

BAY ST. LOUIS 20 MI.

NEW ORLEANS LA. 100 MI.

INTERSTATE 10

INTERSTATE 110

US ROUTE 90

MISSISSIPPI SOUND

BILOXI BACK BAY

PASS ROAD

PASCAGOULA 20 MI.

MOBILE AL. 50 MI.

US ROUTE 90

INTERSTATE 10

US

ROUTE

Parking

Parking

Parking Parking

Parking

Parking

Parking

"L" ST.

"I" ST

GATE 7

GATE 8

GATE 2

GATE 3

GATE 9

GATE 1

IN

ST

RUM

EN

T

RU

NW

AY

Parking

"H" ST

Parking

M

EA

DO

W S

DR

IV

E

HANGAR ROAD

Gas Metering Station

R O D E N B E R G

A V E N U E

G A

LA

X Y

S

TR

E E T

Dia. #4

PLOESTI DRIVE

PHANTOM STREET

THUNDERBOLT STREET

EA

GL

E

ST

R

EE

T

ILS

Softball Dia. #5 Softball

Auto Wash Rack

OVE

R

RUN

FALCON STREET

B

A #5

Tank

Parking

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HERC

ULES STREET

Review Stand

NW

-SE RUNWAY (DISUSED)

TA

XI

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AY

Pa rk in g

TAXIWAY # 3

AIRCRAFT PARKING APRON #1

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CAPEHART

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UR

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CABELL STREET

SH

AD

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SHADOWLAWN

WHERRY HOUSING

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IT

C

HE

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IR

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E

PINELAWN

POWER CIRCLE

GRASSLAWN

ORVILLE WRIGHT

Substation

PA

TR

IC

K

DR

IV

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PATTON AVEHA

RM

ON

C

IR

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LE

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IV

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FE

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E

VAN

DEN

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G

DRIVE

CHANNEL

CIRCLE

Measuring Set Temp. & Humidity

Tower

Parking

NE

-S

W R

UN

W

AY

0' X

TAXIWAY # 4

TA

XI

W

AY

AI

RC

RA

FT

P

AR

KI

NG

A

PR

ON #2

TAXIWAY # 5

AREA

STORAGE

AMMO

Fire

Area Training

PLAYGROUND

MARINA

PARK

S

IX

TH

S T

"D" ST

HOUSING

PINEHAVEN

"B" STREET

"C" STREET

"A" STREET

"M"

ST

MS Power Easement

"C" ST

Parking

Tennis Courts

Track Cinder

"Z " S

T "Z

" S T

"X S T

"E " S

T

Substation Power

"D" ST

Parking

S E C O N D

S T

FI

FT

H S

T

CHAPPIE JAMES AVE

Parking

Parking

"L" ST

Parking

Parking

1516 14

Parking

Rec Pad

P a rk in g

Rec Pad

Parking

03 0504

Monument

Parking

Parking

Parking

"C" Street Ditch

S

IX

TH

S

TR

E E T

"D" STREET

S COURT ST SOUTH

D E

VO

N

W

AY

"G" ST

MEADOWS DR

SERVICE DR

"H" ST

Parking

F

IR

S T S

TR

E E T

Parking

Parking

Water Tower

Parking

TA

XI

W

AY

AI

RC

RA

FT

P

AR

KI

NG

A

PR

ON #2

Parking

Parking

FI

FT

H S

T

LA

R C H E R

B

LV

D

P a rk in g

Parking

Monument

TH

IR

D

S T

Parking

"E" STParking

Parking

BAYVIEW STREET

YORKSHIRE ROAD

B A U G H M A N

B

LV

D

Parking

Water Tank #6

Parking

B E N

AV

O N

R O

AD

M

IN

D

EN

R O

AD

K E N S

IN

G

TO

N

D R

IV

E CONCORD CIRCLE

Parking

Tennis Courts

S COURT ST NORTH

N COURT ST

Storage Boat

Tower Water

XX

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X

X

X

X

XX

X X

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XX XX

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XX

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XX

XX

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XXXX

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"Z " S

T

XXX

XXXX

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XXXX

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XX

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X

XXXX

XX

XX

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X

XXXX

XX

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"E " S

T

Rec Pad

X

XX

Parking

Z E R O

S

TR

E E T

X X

XX

XX

XX

XXXX

XX XX

Z E R O

S

TR

E E T

XX

XX

XX

XX

XX

XXXX

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XX XX

XXXX

XX

XX XX

XXX

XX X

DRAWING INDEX

DESIGN TEAM

ARCHITECT

ELEY GUILD HARDY ARCHITECTS, PA

1091 TOMMY MUNRO DRIVE

BILOXI, MS 39532

228.594.2323

KYLE KISH, AIA, CDT, P.I.C.

EMAIL: kkish@egh.ms

DANIEL HAMBURG, AIA, LEED AP

EMAIL: dhamburg@egh.ms

JOSEPH CRAIN, AIA

EMAIL: jcrain@egh.ms

TAYLOR CLAUSSEN, AIA, NCIDQ

EMAIL: tclaussen@egh.ms

HEIDI SCHATTIN, AIA, LEED AP

EMAIL: hschattin@egh.ms

CIVIL ENGINEER

LIVE OAK ENGINEERING

955-B HOWARD AVENUE

BILOXI, MS 39530

228.207.0070

LLOYD "LES" SEYMOUR, P.E.

EMAIL: les@liveoakengineering.com

STRUCTURAL ENGINEER

LIVE OAK ENGINEERING

955-B HOWARD AVENUE

BILOXI, MS 39530

228.424.6455

CHARLES CHAPMAN, P.E.

EMAIL: charles@liveoakengineering.com

MECHANICAL ENGINEER

DELL CONSULTING

129 EAST GOVERNMENT STREET

PENSACOLA, FL32502

850.332.5687 x103

JASON MATIACIO, P.E., BCxP, BEMP, LEED AP BD+C EMAIL: Jason@DellConsultingLLC.com

ELECTRICAL ENGINEER

DELL CONSULTING

129 EAST GOVERNMENT STREET

PENSACOLA, FL32502

850.332.5687 x103

HAL DELL, P.E., RCDD, LEED AP BD+C

EMAIL: Hal@DellConsultingLLC.com

TELECOMMUNICATIONS

DELL CONSULTING

129 EAST GOVERNMENT STREET

PENSACOLA, FL32502

850.332.5687 x103

HAL DELL, P.E., RCDD, LEED AP BD+C

EMAIL: Hal@DellConsultingLLC.com

ABBREVIATIONS

& AND

@ AT

< ANGLE

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDT'L ADDITIONAL

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFD AUTOMATIC FIRE DAMPER

AFF ABOVE FINISH FLOORING

ALUM ALUMINUM

ALT ALTERNATE

ARCH ARCHITECT

BET BETWEEN

BIT BITUMEN

BJ BAR JOIST

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BLT BUILT

BM BEAM

BO BOTTOM OF

BOT BOTTOM

B.R. BACKER ROD

CAP CAPACITY

CB CATCH BASIN

C/C CENTER TO CENTER

CCTV CLOSED CIRCUIT ELEVATION

CFH CUBIC FEET/HOUR

CFM CUBIC FEET/MINUTE

CI. CAST IRON

C.J. CONTROL JOINT

CL CLEAR

CLG CEILING

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CONTR. CONTRACTOR

COL COLUMN

COMP COMPRESSION/COMPRESSED

CONC CONCRETE

COND CONDENSATE

CONST CONSTRUCTION

CONT CONTINUOUS

CPLING COUPLING

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTERS

C CENTER LINE

C.W. COLD WATER

D/DIA DIAMETER

DB DRY BULB

DBL DOUBLE

DEFL DEFLECTION

DEPT. DEPARTMENT

DET/DTL DETAIL

DISP. DISPENSER

DK DARK

DN DOWN

D.P. DAWNPROOFING

DS DOWNSPOUT

DWG(S) DRAWING(S)

EA EACH

EDF ELECTRIC DRINKING FOUNTAIN

EF EXHAUST FAN

EFC EACH FACE

EJ EXPANSION JOINT

ELEC. ELECTRICAL

EL/ELEV ELEVATION

EMBED EMBEDDED

ENGR. ENGINEER

ENT ENTERING/ENTRY

EOP EXISTING OVERHEAD PRIMARY

EQ EQUAL

EQUIP. EQUIPMENT

ES EXPOSED STRUCTURE

ESP EXTERNAL STATIC PRESSURE

EXH EXHAUST

EXPAN EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAC FIRE ALARM CABINET

FD FLOOR DRAIN

FAR FIRE ALARM REMOTE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIN FINISH

FLR FLOOR

F.O.C. FACE OF CONCRETE

F.O.B. FACE OF BRICK

FR FRAME

FS FLOW SWITCH

FT FOOT/FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

G.C. GENERAL CONTRACTOR

G.F. CMU GROUND FACE CMU

GL GLASS

GPM GALLONS PER MINUTE

GYP.BD GYPSUM BOARD

HB HOSE BIBB

HC HANDICAP

HD/WR HARDWARE

HM HOLLOW METAL

HDN. HAND

HP HIGH POINT

HORIZ. HORIZONTAL

HR HOUR

HT HEIGHT

H.W. HOT WATER

HVAC. HEATING, VENTILATION,

AIR CONDITIONING

IC INTERCOM

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

JST JOIST

L LENGTH, LONG

LAM LAMINATED(D)

L.A.T. LAY-IN ACOUSTICAL CEILING

LAV LAVATORY

LF LINEAR FEET

LG LEG

LP LIGHT POLE

MA MIXED AIR

MAS. MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR/MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

M.O. MANSONRY OPENING

MOD. MODIFIED

MRV MOISTURE RELEASE VENT

M.T. METAL THRESHOLD

MTD MOUNTED

MTL METAL

N/A NOT APPLICABLE

NF NATURAL FINISH

NIC NOT IN CONTRACT

NO./# NUMBER

NOM NOMINAL

NR NARROW RIB

NS NOT SHOWN

NTS NOT TO SCALE

OA OUTSIDE AIR

O.C. ON CENTER

OCEW ON CENTER EACH WAY

OH OVERHEAD

OPN'G OPENING

OPP. OPPOSITE

OZ. OUNCE

+/-.± PLUS OR MINUS

P/PT PAINT

PART'N PARTITION

PDI WATER HAMMER ARRESTOR

PF PREFINISH(ED)

PL PLATE

?? PROPERTY LINE

PLAS. PLASTIC LAMINATE

PLYWD. PLYWOOD

PNL PANEL

PP POWER POLE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

P.T.D. PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R/RAD RADIUS

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

RET RETURN

RM ROOM

RPM REVOLUTIONS PER MINUTE

RTU ROOF-TOP UNIT

SA SUPPLY AIR

SAN SANITARY

SCWD SOLID CORE WOOD

SD SPLITTER DAMPER

SECT SECTION

SF STOREFRONT/SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SP SPACING

SPEC SPECIFIED/SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT. STRUCTURAL

SUP SUPPLY

SUSP SUSPENDED

SYN SYNTHETIC

T&B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TEL TELEPHONE

T&G TOUNGE AND GROOVE

TH/THK THICK

THRESH. THRESHOLD

TLT TOILET

T.O. TOP OF

T.O.B. TOP OF BEAM

TOS TOP OF STRUCTURE

TP TOILET PAPER HOLDER

TRTD TREATED

TYP TYPICAL ALL SIMILAR

CONDITIONS

U.C. UNDER COUNTER

U.L. UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VD VOLUME DAMPER

VERT VERTICAL

V.C.T. VINYL COMPOSITION TILE

VTR VENT-THRU-ROOF

V.W.C. VINYL WALL COVERING

W. WIDE, WIDTH

W/ WITH

WCO WALL CLEANOUT

WD WOOD

WG WATER GAUGE

WGVP WATER GAUGE VISION PANEL

WH WATER HEATER

WP WATERPROOFING

WV WATER VAUVE

WMF WELDED WIRE FABRIC

VICINITY MAP

PROJECT MAP

BASE CONTRACTING

BLDG 4605

VECTRUS

BLDG 4705

MAIN GATE / VISITORS CENTER

(WHITE AVE VIA HWY 90)

SECURITY

POLICE

BLDG 3524

CONTRACTOR'S

TRUCK ROUTE

BLDG 6901

NOTE: CONTRACTOR TO

FINALIZE LAYDOWN AREAS

AND TRUCK ROUTES AFTER

AWARD. INFORMATION GIVEN

IS FOR PRICING ONLY.

GRAPHIC LEGEND

WOOD BLOCKING

CONT BATT INSULATION /

ACOUSTICAL BATTS

FLOOR DRAIN

ROOM DESIGNATION

DOOR OPENING

WINDOW TYPE

COLUMN GRID LINE

DETAIL

ELEVATION

BUILDING SECTION / DETAIL

100A

ROOM NAME

A300

XX

A

6.2

WALL PARTITION TYPE

A200

A520

DOO3 PHOTO DESIGNATION

LOCATION

X

X

XX

X

X DEMO KEYNOTES

RENOVATION KEYNOTES

MATERIAL LEGEND

EARTH

CONCRETE IN

SECTION/PLAN

WOOD DOOR

METAL IN SECTION

GRASS

FINISH WOOD

ROUGH WOOD

CONSTRUCTION

IN SECTION

RIGID INSULATION

CAST STONE

1. ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE

MATERIALS SPECIFIED AND INDICATE THEIR INTENDED RELATIONSHIP TO EACH

OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALES USED ON

THE DRAWINGS MAY NOT ALLOW FOR ALL THE FITTINGS, OFFSETS, AND

ACCESSORIES THAT MAY BE REQUIRED TO COMPLETE THE WORK. THE

CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CONDITIONS THAT WOULD

AFFECT THE WORK TO BE PERFORMED AND SHALL ARRANGE SUCH WORK AS

NECESSARY TO COMPLY WITH THE INTENT OF THE CONSTRUCTION CONDITIONS.

2. THIS PROJECT CONTAINS ASBESTOS MATERIAL IN THE CONSTRUCTION AREA-

SEE ASBESTOS REPORT FOR MORE INFORMATION.

3. THIS PROJECT CONTAINS LEAD BASE PAINT MATERIAL IN THE CONSTRUCTION

AREA- SEE LEAD BASED PAINT REPORT FOR MORE INFORMATION.

GENERAL NOTES

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

HAS

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

DRAWING INDEX &

PROJECT INFORMATION G001

INDEX - GENERAL (VOL 1)

G000 TITLE SHEET

G001 DRAWING INDEX & PROJECT INFORMATION

G002 PHASING PLAN

G003 EXISTING CONDITIONS - TOPO PAGE 1

G004 EXISTING CONDITIONS - TOPO PAGE 2

G005 EXISTING CONDITIONS - TOPO PAGE 3

G006 EXISTING CONDITIONS - TOPO PAGE 4

G007 STRUCTURE TABLE

INDEX - LIFE SAFETY

LS100 CODE INFORMATION

LS101 1ST FLOOR LIFE SAFETY PLAN

LS102 2ND FLOOR LIFE SAFETY PLAN

INDEX - CIVIL

C100 DEMOLITION PLAN

C200 CIVIL SITE PLAN

C201 DETAIL SHEET

C400 SITE UTILITY PLAN

C500 SITE DETAILS

INDEX - STRUCTURAL

S000 GENERAL NOTES

S001 GENERAL NOTES CONT.

S101 FIRST FLOOR REFERENCE PLAN

S102 2ND FLOOR REFERENCE PLAN

S103 ROOF REFERENCE PLAN

S104 ENLARGED REFERENCE PLANS

S105 ENLARGED REFERENCE PLANS

S201 TYPICAL DETAILS

S202 TYPICAL DETAILS

S203 TYPICAL DETAILS FOR SLAB ENCLOSURE & OPENINGS

S204 TYPICAL DETAILS FOR SLAB ENCLOSURE & OPENINGS

S301 SECTIONS

S401 ENLARGED SECTIONS

INDEX - ARCHITECTURAL

A001 NEW SITE PLAN

A002 SITE DETAILS

A100 CRAWL SPACE PLAN

A101 FIRST FLOOR - OVERALL

A102 2ND FLOOR - OVERALL

A103 1ST FLOOR - PART A

A104 1ST FLOOR - PART B

A105 1ST FLOOR - PART C

A106 1ST FLOOR - PART D

A107 2ND FLOOR - PART A

A108 2ND FLOOR - PART B

A109 2ND FLOOR - PART C

A110 2ND FLOOR - PART D

A120 RCP - 1ST FLOOR - OVERALL

A121 RCP - 2ND FLOOR - OVERALL

A122 1ST FLOOR RCP - PART A

A123 1ST FLOOR RCP - PART B

A124 1ST FLOOR RCP - PART C

A125 1ST FLOOR RCP - PART D

A126 2ND FLOOR RCP - PART A

A127 2ND FLOOR RCP - PART B

A128 2ND FLOOR RCP - PART C

A129 2ND FLOOR RCP - PART D

A130 ROOF PLAN

A200 ELEVATIONS

A400 ENLARGED FLOOR PLANS

A401 PLAN DETAILS

A402 NEW ROOF DETAILS

A403 CANOPY DETAILS

A410 ENLARGED STAIR PLANS

A411 ENLARGED STAIR PLANS

A412 ENLARGED STAIR SECTIONS

A600 PARTITION TYPES

A601 CRAWL SPACE & 1ST FLOOR OPENING

SCHEDULE

A602 2ND FLOOR OPENING SCHEDULE

A603 FRAME TYPES/ HJS DETAILS

A604 HJS DETAILS

INDEX - INTERIORS

I100 FIRST FLOOR - FINISH PLAN - OVERALL

I101 SECOND FLOOR - FINISH PLAN - OVERALL

I102 FIRST FLOOR - FURNITURE PLAN - OVERALL

I103 SECOND FLOOR - FURNITURE PLAN - OVERALL

I104 FIRST FLOOR - SIGNAGE PLAN - OVERALL

I105 SECOND FLOOR - SIGNAGE PLAN - OVERALL

I400 ENLARGED FINISH FLOOR PLANS

I401 ENLARGED FINISH FLOOR PLANS

I402 ENLARGED MILLWORK PLANS & ELEVATIONS

I403 MILLWORK DETAILS & INTERIOR RENDERINGS

I404 ENLARGED MILLWORK PLANS & ELEVATIONS

I405 ENLARGED MILLWORK PLANS & ELEVATIONS

I406 INTERIOR ELEVATIONS

I410 ENLARGED FURNITURE PLANS

I600 1ST FLOOR FINISH SCHEDULE & KEY

I601 2ND FLOOR FINISH SCHEDULE

INDEX - FIRE PROTECTION

FP001 LEGENDS, NOTES & ABBREVIATIONS

FP111 1ST FLOOR OVERALL PLAN - FIRE PROTECTION

FP112 2ND FLOOR OVERALL PLAN - FIRE PROTECTION

M603 SCHEDULES

M604 SCHEDULES

M605 SCHEDULES

M606 CHILLED WATER PIPING DIAGRAM

M607 HEATING HOT WATER PIPING DIAGRAM

M701 CONTROLS

M702 CONTROLS

M703 CONTROLS

M704 CONTROLS

M705 CONTROLS

M706 CONTROLS

M707 CONTROLS

M110 CRAWLSPACE PLAN

M111 1ST FLOOR OVERALL PLAN - DUCTWORK

M112 2ND FLOOR OVERALL PLAN - DUCTWORK

M113 1ST FLOOR PART A PLAN - DUCTWORK

M114 1ST FLOOR PART B PLAN - DUCTWORK

M115 1ST FLOOR PART C PLAN - DUCTWORK

M116 1ST FLOOR PART D PLAN - DUCTWORK

M117 2ND FLOOR PART A PLAN - DUCTWORK

M118 2ND FLOOR PART B PLAN - DUCTWORK

M119 2ND FLOOR PART C PLAN - DUCTWORK

M120 2ND FLOOR PART D PLAN - DUCTWORK

M131 1ST FLOOR OVERALL PLAN - PIPING

M132 2ND FLOOR OVERALL PLAN - PIPING

M161 ROOF PLAN

M401 ENLARGED PLANS & ELEVATIONS

M402 ENLARGED PLANS & ELEVATIONS

M403 ENLARGED PLANS & ELEVATIONS

M404 ENLARGED PLANS & ELEVATIONS

M405 ENLARGED PLANS & ELEVATIONS

M406 ENLARGED PLANS & ELEVATIONS

M407 ENLARGED PLANS & ELEVATIONS

M408 ENLARGED PLANS & ELEVATIONS

M409 ENLARGED PLANS & ELEVATIONS

M410 ENLARGED PLANS & ELEVATIONS

M411 ENLARGED PLANS & ELEVATIONS

M412 ENLARGED PLANS & ELEVATIONS

M413 ENLARGED PLANS & ELEVATIONS

M501 DETAILS

M502 DETAILS

M601 SCHEDULES

M602 SCHEDULES

P111 1ST FLOOR OVERALL PLAN - WASTE & VENT

P112 2ND FLOOR OVERALL PLAN - WASTE & VENT

P130 CRAWLSPACE OVERALL PLAN - DOMESTIC

WATER

P131 1ST FLOOR OVERALL PLAN - DOMESTIC WATER

P132 2ND FLOOR OVERALL PLAN - DOMESTIC WATER

P161 ROOF PLAN - STORM & VENT

P401 1ST FLOOR REST ROOM ENLARGED PLANS -

WASTE & VENT

P402 2ND FLOOR REST ROOM ENLARGED PLANS -

WASTE & VENT

P403 1ST FLOOR REST ROOM ENLARGED PLANS -

DOMESTIC WATER

P404 2ND FLOOR REST ROOM ENLARGED PLANS -

DOMESTIC WATER

P405 1ST FLOOR MECHANICAL ENLARGED PLANS

P406 2ND FLOOR MECHANICAL ENLARGED PLANS

P501 DETAILS

P502 DETAILS

P503 DETAILS

P601 SCHEDULES

P901 WASTE & VENT RISER DIAGRAMS

P902 WASTE & VENT RISER DIAGRAMS

P903 WASTE & VENT RISER DIAGRAMS

P904 DOMESTIC WATER RISER DIAGRAMS

P905 DOMESTIC WATER RISER DIAGRAMS

P906 DOMESTIC WATER RISER DIAGRAMS

E708 SCHEDULES

E709 SCHEDULES

E710 SCHEDULES

E711 SCHEDULES

E712 SCHEDULES

E713 SCHEDULES

E714 SCHEDULES

E715 SCHEDULES

E716 SCHEDULES

E717 SCHEDULES

E718 SCHEDULES

E719 SCHEDULES

E720 -- NOT USED --

E721 -- NOT USED --

E110 CRAWLSPACE FLOOR PLAN - LIGHTING

E111 1ST FLOOR OVERALL PLAN - LIGHTING

E112 2ND FLOOR OVERALL PLAN - LIGHTING

E113 1ST FLOOR PART A PLAN - LIGHTING

E114 1ST FLOOR PART B PLAN - LIGHTING

E115 1ST FLOOR PART C PLAN - LIGHTING

E116 1ST FLOOR PART D PLAN - LIGHTING

E117 2ND FLOOR PART A PLAN - LIGHTING

E118 2ND FLOOR PART B PLAN - LIGHTING

E119 2ND FLOOR PART C PLAN - LIGHTING

E120 2ND FLOOR PART D PLAN - LIGHTING

E131 1ST FLOOR OVERALL PLAN - POWER

E132 2ND FLOOR OVERALL PLAN - POWER

E133 1ST FLOOR PART A PLAN - POWER

E134 1ST FLOOR PART B PLAN - POWER

E135 1ST FLOOR PART C PLAN - POWER

E136 1ST FLOOR PART D PLAN - POWER

E137 2ND FLOOR PART A PLAN - POWER

E138 2ND FLOOR PART B PLAN - POWER

E139 2ND FLOOR PART C PLAN - POWER

E140 2ND FLOOR PART D PLAN - POWER

E143 1ST FLOOR PART A PLAN - MECHANICAL POWER

E144 1ST FLOOR PART B PLAN - MECHANICAL POWER

E145 1ST FLOOR PART C PLAN - MECHANICAL POWER

E146 1ST FLOOR PART C PLAN - MECHANICAL POWER

E147 2ND FLOOR PART A PLAN - MECHANICAL POWER

E148 2ND FLOOR PART B PLAN - MECHANICAL POWER

E149 2ND FLOOR PART C PLAN - MECHANICAL POWER

E150 2ND FLOOR PART D PLAN - MECHANICAL POWER

E161 ROOF PLAN - MECHANICAL POWER

E171 1ST FLOOR OVERALL PLAN - FIRE ALARM

E172 2ND FLOOR OVERALL PLAN - FIRE ALARM

E173 1ST FLOOR PART A PLAN - FIRE ALARM

E174 1ST FLOOR PART B PLAN - FIRE ALARM

E175 1ST FLOOR PART C PLAN - FIRE ALARM

E176 1ST FLOOR PART D PLAN - FIRE ALARM

E177 2ND FLOOR PART A PLAN - FIRE ALARM

E178 2ND FLOOR PART B PLAN - FIRE ALARM

E179 2ND FLOOR PART C PLAN - FIRE ALARM

E180 2ND FLOOR PART D PLAN - FIRE ALARM

E190 ROOF PLAN - LIGHTNING PROTECTION

E501 DETAILS

E502 DETAILS

E503 DETAILS

E504 DETAILS

E505 DETAILS

E506 DETAILS

E507 DETAILS

E601 SINGLE LINE DIAGRAM

E602 SINGLE LINE DIAGRAM

E701 SCHEDULES

E702 SCHEDULES

E703 SCHEDULES

E704 SCHEDULES

E705 SCHEDULES

E706 SCHEDULES

E707 SCHEDULES

INDEX - TELECOM

T001 LEGEND, NOTES & ABBREVIATIONS

T100 SITE PLAN - TELECOMMUNICATIONS

T110 CRAWLSPACE FLOOR PLAN -

TELECOMMUNICATIONS

T111 1ST FLOOR OVERALL FLOOR PLAN -

TELECOMMUNICATIONS

T112 2ND FLOOR OVERALL FLOOR PLAN -

TELECOMMUNICATIONS

T113 1ST FLOOR PART A FLOOR PLAN -

TELECOMMUNICATIONS

T114 1ST FLOOR PART B FLOOR PLAN -

TELECOMMUNICATIONS

T115 1ST FLOOR PART C FLOOR PLAN -

TELECOMMUNICATIONS

T116 1ST FLOOR PART D FLOOR PLAN -

TELECOMMUNICATIONS

T117 2ND FLOOR PART A FLOOR PLAN -

TELECOMMUNICATIONS

T118 2ND FLOOR PART B FLOOR PLAN -

TELECOMMUNICATIONS

T119 2ND FLOOR PART C FLOOR PLAN -

TELECOMMUNICATIONS

T120 2ND FLOOR PART D FLOOR PLAN -

TELECOMMUNICATIONS

T401 ENLARGED PLANS - TELECOMMUNICATIONS

T402 ENLARGED PLANS - TELECOMMUNICATIONS

T403 ENLARGED PLANS - TELECOMMUNICATIONS

T404 ENLARGED PLANS - TELECOMMUNICATIONS

T501 DETAILS

T502 DETAILS

T503 DETAILS

T504 DETAILS

T505 DETAILS

T601 RISER DIAGRAMS

T602 RISER DIAGRAMS

T603 RISER DIAGRAMS

T604 RISER DIAGRAMS

T605 RISER DIAGRAMS

INDEX - DEMOLITION

AD001 DEMO SITE PLAN

AD002 HAZARDOUS MATERIALS PLAN

AD100 DEMO CRAWL SPACE PLAN

AD101 DEMO 1ST FLOOR - OVERALL

AD102 DEMO 2ND FLOOR - OVERALL

AD103 DEMO 1ST FLOOR - PART A

AD104 DEMO 1ST FLOOR - PART B

AD105 DEMO 1ST FLOOR - PART C

AD106 DEMO 1ST FLOOR - PART D

AD107 DEMO 2ND FLOOR - PART A

AD108 DEMO 2ND FLOOR - PART B

AD109 DEMO 2ND FLOOR - PART C

AD110 DEMO 2ND FLOOR - PART D

AD111 INTERIOR DEMOLITION PHOTOS

AD112 EXTERIOR DEMOLITION PHOTOGRAPHS

AD130 DEMO ROOF PLAN

AD131 EXISTING ROOF PHOTOS

AD132 ROOF DEMO DETAILS

AD133 CANOPY DEMO DETAILS

AD200 DEMO ELEVATIONS

VOLUME 1 VOLUME 2

INDEX - MECHANICAL

M001 LEGENDS, NOTES & ABBREVIATIONS

M100 SITE PLAN - MECHANICAL

MD100 CRAWLSPACE OVERALL PLAN - DEMOLITION

MD101 1ST FLOOR OVERALL PLAN - DEMOLITION

MD102 2ND FLOOR OVERALL PLAN - DEMOLITION

MD103 1ST FLOOR PART A PLAN - DEMOLITION

MD104 1ST FLOOR PART B PLAN - DEMOLITION

MD105 1ST FLOOR PART C PLAN - DEMOLITION

MD106 1ST FLOOR PART D PLAN - DEMOLITION

MD107 2ND FLOOR PART A PLAN - DEMOLITION

MD108 2ND FLOOR PART B PLAN - DEMOLITION

MD109 2ND FLOOR PART C PLAN - DEMOLITION

MD110 2ND FLOOR PART D PLAN - DEMOLITION

MD130 ROOF PLAN - DEMOLITION

INDEX - PLUMBING

P001 LEGENDS, NOTES & ABBREVIATIONS

PD100 CRAWLSPACE OVERALL PLAN - DEMOLITION

PD101 1ST FLOOR OVERALL PLAN - DEMOLITION

PD102 2ND FLOOR OVERALL PLAN - DEMOLITION

PD130 ROOF PLAN - DEMOLITION

PD401 1ST FLOOR ENLARGED PLANS - DEMOLITION

PD402 1ST FLOOR PART C PLAN - DEMOLITION

INDEX - ELECTRICAL

E001 LEGEND AND NOTES

E002 ABBREVIATIONS

E100 SITE PLAN- ELECTRICAL

ED100 CRAWLSPACE FLOOR PLAN - DEMOLITION

ED101 1ST FLOOR OVERALL PLAN - DEMOLITION

ED102 2ND FLOOR OVERALL PLAN - DEMOLITION

ED103 ROOF OVERALL PLAN - DEMOLITION

ED130 ROOF PLAN - DEMOLITION

INDEX - GENERAL (VOL 2)

G008 TITLE SHEET

G009 DRAWING INDEX & PROJECT INFORMATION

R

R. R.

PHANTOM STREET

EAG

LE STR

EET

EXISTING

BLDG

(NIC)

EXISTING

BLDG (NIC)

EXISTING ITN TO REMAIN

OPERATIONAL UNTIL THE

NEW SERVER ROOM IS

COMPLETELY

OPERATIONAL

PHASE 1 - CONSTRUCT NEW ITN (ROOM

D104) - ROOM TO HAVE TEMPORARY HVAC

UNTIL NEW HVAC SYSTEM IS OPERATIONAL

EXISTING GENERATOR SHALL REMAIN

OPERATIONAL TO SUPPLY EXISTING ITN AND

NEW ROOM D104 WITH BACKUP POWER UNTIL

FULL PROJECT IS COMPLETED.

PHASE 1 - COMM SITE

WORK SHALL BE

COMPLETED AND

OPERATIONAL

NEW GENERATOR

(PHASE 2)

NORTH

EXISTING BLDG (NIC)

PIV

FDC

HYD

PHASE 1 SCOPE

PHASING PLAN NOTES

1. SEE SHEET T-601 FOR ADDITIONAL INFORMATION

REGARDING TELECOMM PHASING

2. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED

WITH THE EXISTING ITN AND EXISTING COMM NETWORKS WITH

THE 81ST COMM SQUADRON PRIOR TO ANY WORK BEING

PERFORMED.

3. THE EXISTING ITN (ROOM A125) FEEDS NUMEROUS NEARBY

BUILDINGS AND MUST REMAIN ONLINE UNTIL THE NEW COMM

ROOM D104 IS FULLY OPERATIONAL.

4. ALL WORK NOT ASSOCIATED WITH PHASE 1 SHALL BE

CONSIDERED PHASE 2.

5. SEE MECHANICAL FOR HVAC REQUIREMENTS ASSOCIATED

WITH THE EXISTING ITN AND NEW COMM ROOM D104.

6. TEMPORARY HVAC SHALL BE PROVIDED AT ROOM D104

UNTIL NEW HVAC SYSTEM IS INSTALLED AND OPERATIONAL.

7. FIRE PROTECTION SYSTEM WILL BE COMPLETED UNDER

PHASE 2. SPRINKLER SYSTEM CONSTRUCTION WILL BE

COORDINATED AROUND THE NODE FIRST TO AVOID FUTURE

DISRUPTION.

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

DSH

KLK 02.18.2022

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PHASING PLAN G0021/32" = 1'-0"A200G002

1 PHASING PLAN

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

KTC

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1 EXISTING CONDITIONS

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

KTC

KLK 02.18.2022

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COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

KTC

KLK 02.18.2022

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MAHG111042 BRYAN HALL

RENOVATION

EXISTING CONDITIONS -

TOPO PAGE 3 G005

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COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

KTC

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

EXISTING CONDITIONS -

TOPO PAGE 4 G006

NOT TO SCALEG006

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

KTC

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

STRUCTURE TABLE G007

dhamburg Rectangle

CODE INFORMATION

APPLICABLE BUILDING CODES: INTERNATIONAL EXISTING BUILDING CODE - 2018 EDITION

INTERNATIONAL BUILDING CODE - 2018 EDITION

NFPA 1 - FIRE CODE

NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 13 - STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

NFPA 20 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

NFPA 70 - NATIONAL ELECTRIC CODE

NFPA 72 - NATIONAL FIRE ALARM CODE

NFPA 90A - INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS

NFPA 101 - LIFE SAFETY CODE

NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 220 - STANDARD ON TYPES OF BUILDING CONSTRUCTION

ARCHITECTURAL BARRIERS ACT

PHYSICAL BUILDING PROPERTIES:

EXISTING BUILDING AREA:

FIRST FLOOR AREA (GROSS) 55,494 SF

SECOND FLOOR AREA (GROSS) 55,494 SF

TOTAL GROSS AREA 110,988 SF

WORK AREA (AS DEFINED BY IEBC 2018, SECTION 202):

FIRST FLOOR AREA 55,494 SF

SECOND FLOOR AREA 55,494 SF

TOTAL WORK AREA 110,988 SF

SINCE THE WORK AREA IS GREATER THAN 50% OF THE BUILDING AREA, LEVEL 3 ALTERATIONS APPLY

HEIGHT IN STORIES: BUILDING HEIGHT:

2 STORIES 34'-2"

AUTOMATIC SPRINKLER SYSTEM: YES

INTERNATIONAL EXISTING BUILDING CODE:

SECTION 503 ALTERATIONS:

ALTERATIONS TO ANY BUILDING SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.

EXCEPTION 1. AN EXISTING STAIRWAY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1011 OF THE IBC WHERE THE EXISTING SPACE AND

CONSTRUCTION DOES NOT ALLOW A REDUCTION IN PITCH OR SLOPE.

EXCEPTION 2. HANDRAILS OTHERWISE REQUIRED TO COMPY WITH SECTION 1011.11 OF THE IBC SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF SECTION 1014.6 OF THE IBC REGUARDING FULL EXTENSION OF THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS

BECAUSE OF PLAN CONFIGURATION.

SECTION 901.2 COMPLIANCE (ALTERATIONS - LEVEL 3)

WORK SHALL CONFORM TO CHAPTERS 7 & 8 (LEVELS 1 & 2) IN ADDITION TO ITEMS LOCATED IN CHAPTER 9.

SECTION 802.2.1 EXISTING VERTICAL OPENINGS

EXISTING INTERIOR VERTICAL OPENING CONNECTING TWO OR MORE FLOORS SHALL B ENCLOSED WITH APPROVED ASSEMBLIES HAVING A FIRE-

RESISTANCE RATING OF NOT LESS THAN 1 HOUR WITH APPROVED OPENING PROTECTIVES

EXCEPTION 5.2.IN GROUP B OCCUPANCIES, A MINIMUM 30-MINUTE ENCLOSURE SHALL BE PROVIDED TO PROTECT ALL VERTICAL OPENINGS NOT EXCEEDING THREE STORIES. THIS ENCLOSURE SHALL NOT BE REQUIRED IN THE IN BUILDINGS PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM.

SECTION 802.2.3 SUPPLEMENTAL STAIRWAY ENCLOSURE REQUIREMENTS

WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERSON OF THAT FLOOR AREA, STAIRWAYS THAT ARE PART OF THE MEANS OF EGRESS SERVING THE WORK AREA SHALL, AT A MINIMUM, BE ENCLOSED WITH SMOKE-TIGHT CONSTRUCTION ON THE HIGHEST WORK AREA FLOOR AND ALL FLOOR BELOW.

SECTION 803.1.1 CORRIDOR RATINGS

WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED THROUGHOUT THE STORY, THE REQUIRED FIRE-RESISTANCE RATING FOR ANY CORRIDOR LOCATED ON THE STORY SHALL BE PERMITTED TO BE REDUCED IN ACCORDANCE WITH THE IBC. IN ORDER TO BE CONSIDERED FOR A CORRIDOR RATING REDUCTION, SUCH SYSTEM SHALL PROVIDE COVERAGE FOR THE STAIRWAY LANDINGS SERVING THE FLOOR AND HTE INTERMEDIATE LANDINGS IMMEDIATELY

BELOW.

SECTION 803.2.2 GROUP B

WORK AREAS THAT HAVE AN OCCUPANT LOAD OVER 30 AND WORK AREAS THAT EXCEED 50 PERCENT OF THE FLOOR AREA SHALL BE PROVIDED WITH AN

AUTOMATIC SPRINKLER SYSTEM.

SECTION 805.2 GENERAL

THE MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION

EXCEPTION 1. WHERE THE WORK AREA AND THE MEANS OF EGRESS SERVING IT COMPLIES WITH NFPA 101.

INTERNATIONAL BUILDING CODE:

OCCUPANCY

304 GROUP B

CONSTRUCTION TYPE: IIB (NFPA 101 = TYPE II 000)

STRUCTURAL ELEMENT FIRE RESISTANCE RATING

PRIMARY STRUCTURAL FRAME 0

INTERIOR BEARING WALLS 0

EXTERIOR BEARING WALLS 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS:

CONSTRUCTION TYPE: IIB

OCCUPANCY: GROUP B

ALLOWED STORIES: 4

ACTUAL STORIES: 3

ALLOWED HEIGHT: 75 FT

ACTUAL HEIGHT: 32 FT

ALLOWED AREA: 69,000 SF

ACTUAL AREA: 110,988 SF

OCCUPANT LOAD:

FIRST FLOOR

EDUCATION, CLASSROOM: 7,933 SF / 20 NET 397 OCC

EDUCATION, LABORATORY: 8,325 SF / 50 NET 166 OCC

ASSEMBLY, UNCONCETRATED, TABLES & CHAIRS: 2,178 SF / 15 NET 146 OCC

ACCESSORY STORAGE/MECHANICAL: 10,503 SF / 300 GROSS 35 OCC

BUSINESS AREAS: 11,369 SF / 150 GROSS 76 OCC

SUBTOTAL 820 OCC

SECOND FLOOR

EDUCATION, CLASSROOM: 17,105 SF / 20 NET 856 OCC

EDUCATION, LABORATORY: 10,762 SF / 50 NET 216 OCC

ASSEMBLY, UNCONCETRATED, TABLES & CHAIRS: 488 SF / 15 NET 33 OCC

ACCESSORY STORAGE/MECHANICAL: 11,504 SF / 300 GROSS 39 OCC

BUSINESS AREAS: 1,340 SF / 150 GROSS 9 OCC

SUBTOTAL 1,153 OCC

TOTAL 1,973 OCC

TABLE 1006.2.1 - COMMON PATH OF TRAVEL

REQUIRED 100 FT MAX

PROVIDED 61'-11"

TABLE 1005.3.1 - STAIRWAY CAPACITY

REQUIRED 1,153 OCC X 0.2" (SPRINKLER EXCEPTION) = 230.6"

PROVIDED 352", 8 STAIRWAYS

SECTION 1005.3.2 - OTHER EGRESS COMPONENTS (CAPACITY)

REQUIRED 820 OCC X 0.15" (SPRINKLER EXCEPTION) = 123"

PROVIDED 512" (1ST FLOOR DOORS)

REQUIRED 1,153 OCC X 0.15" (SPRINKLER EXCEPTION) = 172.95"

PROVIDED 384" (2ND FLOOR DOORS)

SECTION 1009.3.2 - STAIRWAYS - ACCESSIBLE 48" MIN CLEAR WIDTH & AREA OF REFUGE

EXCEPTION 1. THE CLEAR WIDTH OF 48" BETWEEN HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHTOUT W/ AN AUTOMATIC SPRINKLER SYSTEM

INTERNATIONAL BUILDING CODE (CONTINUED):

SECTION 1009.3.3 - AREA OF REFUGE

EXCPETION 2. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT W/ AN AUTOMATIC SPRINKLER SYSTEM

SECTION 1017.2 - EXIT ACCESS TRAVEL DISTANCE

REQUIRED 300 FT MAX

PROVIDED 185'-5"

SECTION 1020.1 - CORRIDOR FIRE RESISTIVE RATING

GROUP B, WITH SPRINKLER SYSTEM = 0 REQUIRED FIRE-RESISTANCE

SECTION 1020.1 - CORRIDOR FIRE RESISTIVE RATING

GROUP B, WITH SPRINKLER SYSTEM = 0 REQUIRED FIRE-RESISTANCE

TABLE 1020.2 - MINIMUM CORRIDOR WIDTH

REQUIRED 44" MIN

PROVIDED 112"

SECTION 1018.4 - DEAD-ENDS

REQUIRED 50 FT MAX

PROVIDED 20'-2"

PLUMBING SYSTEMS

OCC W/C LAV DF SERVICE SINK

987 W 1 PER 25 FOR 1ST 50 1 PER 40 FOR 1ST 80 1 PER 100 1 SERVICE SINK

987 M 1 PER 50 FOR REMAINDER 1 PER 80 FOR REMAINDER

REQUIRED W 21 W/C 14 LAV 20 DF 1 SERVICE SINK

M 21 W/C 14 LAV

PROVIDED W 21 W/C 16 LAV 22 DF

M 21 W/C 16 LA

NFPA 101 LIFE SAFETY CODE - CHAPTER 39 EXISTING BUSINESS OCCUPANCY:

OCCUPANCY

GROUP B

SECTION 7.1.3.1 - EXIT ACCESS CORRIDORS

REQUIREMENTS TO DO NOT APPLY TO EXISTING BUILDINGS

SECTION 7.1.3.1 - EXIT ACCESS CORRIDORS

REQUIREMENTS TO DO NOT APPLY TO EXISTING BUILDINGS

SECTION 7.1.3.2 - EXITS

REQUIRED TO BE SEPARATED FROM OTHER PARTS OF BUILDING

SEPARATION SHALL HAVE A 1-HR MINIMUM FIRE RESISTIVE RATING

SECTION 39.2.2.12.1 - AREA OF REFUGE

ANY FLOOR PROTECTED W/ A SPRINKLER SYSTEM IS AN AREA OF REFUGE

OCCUPANT LOAD:

FIRST FLOOR

EDUCATION, CLASSROOM: 7,933 SF / 20 NET 397 OCC

EDUCATION, LABORATORY: 8,325 SF / 50 NET 167 OCC

ASSEMBLY, UNCONCETRATED, TABLES & CHAIRS: 2,178 SF / 15 NET 145 OCC

ACCESSORY STORAGE/MECHANICAL: 10,503 SF / 500 GROSS 21 OCC

BUSINESS AREAS: 11,369 SF / 100 GROSS 113 OCC

SUBTOTAL 843 OCC

SECOND FLOOR

EDUCATION, CLASSROOM: 17,105 SF / 20 NET 856 OCC

EDUCATION, LABORATORY: 10,762 SF / 50 NET 216 OCC

ASSEMBLY, UNCONCETRATED, TABLES & CHAIRS: 488 SF / 15 NET 33 OCC

ACCESSORY STORAGE/MECHANICAL: 11,504 SF / 500 GROSS 23 OCC

BUSINESS AREAS: 1,340 SF / 100 GROSS 14 OCC

SUBTOTAL 1,142 OCC

TOTAL 1,985 OCC

SECTION 39.2.5.3.1 - COMMON PATH OF TRAVEL

REQUIRED 100 FT MAX

PROVIDED 61'-11"

TABLE 7.3.3.1 - CAPACITY FACTORS

REQUIRED 1,142 OCC X 0.3" = 342.6"

PROVIDED 352", 8 STAIRWAYS

REQUIRED 843 OCC X 0.2" = 168.6"

PROVIDED 512" (1ST FLOOR DOORS)

REQUIRED 1,141 OCC X 0.2" = 228.4"

PROVIDED 384" (2ND FLOOR DOORS)

TABLE 7.2.2.2.1.1(B) - EXISTING STAIRS

MIN. CLEAR WIDTH OF EXISTING STAIRS IS 36"

SECTION 39.2.2.12.2 - AREA OF REFUGE

IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVIED AUTOMATIC SPRINKLER SYSTEM, TWO ROOMS OR SPACES SEPARATED FROM EACH OTHER BY SOME-

RESISTANT PARTITIONS SHALL NOT BE REQUIRED.

SECTION 39.2.6.3 - EXIT ACCESS TRAVEL DISTANCE

REQUIRED 300 FT MAX

PROVIDED 185'-5"

EXISTING FIRE RATED CONSTRUCTION TO REMAIN:

CONTRACTOR TO VERIFY CONTINUITY OF EXISTING RATED WALLS. EXISTING WALLS, WHERE REQUIRED, ARE TO BE INFILLED TO MAINTAIN RATING SHOWN ON LIFE SAFETY PLANS.

ADA/ANSI DIAGRAMS

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

KTC

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

CODE INFORMATION LS100

UP

UP

UP

UP

UP

UP

UP

R

R. R.

A

B

C

D

E

F

G

H

I

J

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

INSTRUCT

(ADVANCED)

MECH

TLT

INSTRUCT 1

(PIPELINE)

INSTRUCT 2

(PIPELINE) COPY

FILING

INSTRUCT 3

(PIPELINE)

INSTRUCT 4

(PIPELINE)

INSTRUCT 5

(PIPELINE)

WAITING

SENIOR NCO

CMNDR

BLDG CONF

FILING

COMM

ELEC

HALL

INSTRUCT

(SUPERVISORS)

SUPER TASK

SUPER WAITING

CORRIDOR

CLASSROOM 1 CLASSROOM 2 JAN

CLASSROOM 3 CLASSROOM 4

MECH

COMM/NODE

MECH

CORRIDOR

CLASSROOM 6CLASSROOM 5 CLASSROOM 7

STOR

JAN

WOMEN

MECH CLASSROOM 8 CLASSROOM 9 STOR

STUDENT BREAK

ROOM (PIPELINE)

STUDENT BREAK

ROOM

(ADVANCED) LAB 6 LAB 7

SHELTER

STORAGE

ELEC

COMM

FILING

LAB 5

SERVER ROOM LAB 3 LAB 4

MECH

BOILER ROOM

ELEC

COMM

FILING

HALL

MEN

LAB 1 LAB 2

BREAK ROOM

MEN WOMEN

INSTRUCT 6

(PIPELINE)

RESERVE WAITING

STOR

STOR

LIASON WAITING

OFFICEOFFICEOFFICEOFFICE

TRASH

CHIEF

ADMIN

WAITING AREA

PERSONNEL

FILINGSTORFILING

COMM

ELEC

HALL

INSTRUCT 7

(PIPELINE)

INSTRUCT 8

(PIPELINE) COPY

FILING

INSTRUCT 9

(PIPELINE)

INSTRUCT 10

(PIPELINE)

TLT

CORRIDOR

CORRIDOR

CORRIDOR

STAIR

CORRIDOR CORRIDOR

STAIR

HALL

MECH

MECH

VENDING

B

B

U

U

A

A

B

B

U

B

B

B

U

U

U

U

B

B

U

U

U

U

B

B

U

B

B

B

B

B

B

B

A

U

U

U

U

B

B

B

B

B

B

B

B

B

B

B

B

B

B

U

U

U

U

U

A

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

15.5" 64"

TRAVEL DISTANCE = 99'-1"

TR

AV

EL

D

IS

TA

NC

E

5'- 5"

15.5" 64"

15.5" 64"

15.5" 64"

15.5" 64"

15.5" 64"

15.5" 64"

15.5" 64"

DE

AD

E

ND

0'- 2"

FEC

FEC

FEC

FEC FECFEC

FECFEC

FECFEC FEC

FEC

LEGEND - LIFE SAFETY PLAN

SMOKE RATED FIRE BARRIER

TRAVEL DISTANCE - START

TRAVEL DISTANCE - END

BUSINESS OCCUPANCY (150 GROSS)

EDUCATION, CLASSROOM OCCUPANCY (20 NET)

EDUCATION, LABORATORY OCCUPANCY (50 NET)

MECHANICAL OCCUPANCY (300 GROSS)

20" 32"

B

1 HR RATED FIRE BARRIER

EXIT ACCESS TRAVEL DISTANCE

EXIT SIGN

FEC

FE

FIRE EXTINGUISHER CABINET

WALL MOUNTED FIRE EXTINGUISHER

ASSEMBLY, UNCONCENTRATED

OCCUPANCY (15 NET)

CIRCULATION (N/A)

NUMBER OF OCCUPANTS SERVED

REQUIRED EGRESS WIDTH

PROVIDED EGRESS WIDTH

ROOM SQUARE FOOTAGE

OCCUPANT LOAD (PERSONS)

OCCUPANCY LOAD

FACTOR (SQFT/PERSON)OCCUPANCY TYPE

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

KTC

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

1ST FLOOR LIFE SAFETY

PLAN LS101

1/16" = 1'-0"A200LS101

1 1ST FLOOR - OVERALL LIFE SAFETY PLAN

UP

UP

UP

R.

A

B

C

D

E

F

G

H

I

J

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

MECHLAB 10LAB 9MULTIPURPOSECLASSROOM 12CLASSROOM 11CLASSROOM 10MECH

CLASSROOM 13 CLASSROOM 14 CLASSROOM 15

STOR

STOR

FILING

COMM

ELEC

CLASSROOM 17CLASSROOM 16MECH JAN

MECH CLASSROOM 18 CLASSROOM 19

CLASSROOM 22

STOR

ELEC

COMM

FILING

CLASSROOM 21CLASSROOM 20

MECH CLASSROOM 23 CLASSROOM 24 CLASSROOM 25 STOR CLASSROOM 26

LAB 15

LAB 16 MECH

MECH

CLASSROOM 27

LAB 13

HALL

ELEC

COMM

FILING

LAB 12

LAB 14

CONFERENCE

ROOM

CLASSROOM

OFFICE

OPEN OFFICE

STOR

DRILL MECH

STOR/TRASHLAB 11

FILING

COMM

ELEC

JAN

STOR

JAN

JAN

21.8" 64"

U

U

U

U

21.8" 64"

21.8" 64"

9'- 4"

U

U

U

U

MEN

WOMEN

MEN WOMEN

CORRIDOR CORRIDOR

CORRIDORCORRIDOR

CORRIDOR CORRIDOR

VENDING

LACTATION

CORRIDOR

U

U

B

B

B

U

B

B 1190

B

B

B 237

U

U

U

U

B

HALL

B

B

U

U

U

U

B

B

U

B

B488

A

B

B

U

B

B

B

U

U

U

U

U

B

B

B

B

B

B

B

B

U

B

B

U

U

U

U

U

COMMON PATH OF TRAVEL = 61'-11"

21.8" 64"

21.8" 64"

21.8" 64"

21.8" 52"

21.8" 52"

B

STORAGE

HALL

STAIR

HALL

STAIR

FEC

FEC

FEC

FEC FEC

FEC

FECFEC

FECFEC FEC

FEC

LEGEND - LIFE SAFETY PLAN

SMOKE RATED FIRE BARRIER

TRAVEL DISTANCE - START

TRAVEL DISTANCE - END

BUSINESS OCCUPANCY (150 GROSS)

EDUCATION, CLASSROOM OCCUPANCY (20 NET)

EDUCATION, LABORATORY OCCUPANCY (50 NET)

MECHANICAL OCCUPANCY (300 GROSS)

20" 32"

B

1 HR RATED FIRE BARRIER

EXIT ACCESS TRAVEL DISTANCE

EXIT SIGN

FEC

FE

FIRE EXTINGUISHER CABINET

WALL MOUNTED FIRE EXTINGUISHER

ASSEMBLY, UNCONCENTRATED

OCCUPANCY (15 NET)

CIRCULATION (N/A)

NUMBER OF OCCUPANTS SERVED

REQUIRED EGRESS WIDTH

PROVIDED EGRESS WIDTH

ROOM SQUARE FOOTAGE

OCCUPANT LOAD (PERSONS)

OCCUPANCY LOAD

FACTOR (SQFT/PERSON)OCCUPANCY TYPE

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

KTC

KLK 02.18.2022

MAHG11-1042

MAHG111042 BRYAN HALL

RENOVATION

2ND FLOOR LIFE SAFETY

PLAN LS102

1/16" = 1'-0"A200LS102

1 2ND FLOOR - OVERALL LIFE SAFETY PLAN

M

T

T

12" O

AK

10"

48" O

AK

50" O

AK

30"

48" O

AK

42" O

AK

36" O

AK

15" O

AK

18" O

AK

8" O

AK

M 8" O

AK

SCO

M

GV

55" O

AK

12" C

YPR

ESS

8" C

8" C

8" C

8" C

8" C

8" C

8" C

8" C

8" C

8" C 12" C

YPR

ESS

12" C

YPR

ESS

C M

YR

TLE

C M

YR

TLE

C M

YR

TLE

C M

YR

TLE

C M

YR

TLE

M

O ak 12"

O ak 15"

6" 6"

O ak 14"

O ak 8"

C repe M yrtle M

YR

TLE

C repe M yrtle M

YR

TLE

C repe M yrtle M

YR

TLE

C repe M yrtle M

YR

TLE

C repe M yrtle M

YR

TLE

8" 6"

4"

4"

E

M

SCO

M

8" EXISTIN

G

W

ATER

SER

VIC

E

BRYAN HALL

(2 STORY)

02/18/2022 #17695

RED PROF

ENGINEERR

EG

IS

TE

ESSIO

N

AL

S

T A T E O F MISSISSIP

P I

L LO Y D S E Y MOUR

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

DMI

LES 02.18.2022

21-006

MAHG111042 BRYAN HALL

RENOVATION

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

DEMOLITION PLAN1

C100

1. INFORMATION GIVEN WAS TAKEN FROM TOPOGRAPHICAL SURVEY SUPPLIED BY

GULF STATE ENGINEERING, INC. AND ON-SITE MEASUREMENTS. CONTRACTOR IS

TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AND REPORT ANY

DISCREPANCIES, CONFLICTS, OR OTHER UNSATISFACTORY CONDITIONS TO THE

ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION.

2. SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL INFORMATION.

3. THE CONTRACTOR SHALL CALL THE MISSISSIPPI DAMAGE PREVENTION NUMBER

(1-800-227-6477) BY LAW TO LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO THE

START OF HIS WORK.

3. SEE ARCHITECTURAL, MECHANICAL, & ELECTRICAL SITE PLANS & DEMOLITION

PLANS FOR ADDITIONAL INFORMATION.

4. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROLS DURING

THE ENTIRE COURSE OF WORK AS DETAILED ON EROSION CONTROL PLAN AND IN

ACCORDANCE WITH THE SPECIFICATIONS.

5. WITHIN THE LIMITS OF WORK AND IN THE VICINITY OF CONSTRUCTION

OPERATIONS, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY

FENCING AROUND TREE TO REMAIN AS DETAILED ON EROSION CONTROL PLAN

AND IN ACCORDANCE WITH THE SPECIFICATIONS.

6. SITE UTILITIES: CONTRACTOR IS TO FIELD VERIFY ALL SUBSURFACE UTILITIES

PRIOR TO STARTING ANY CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ASSOCIATED UTILITY

COMPANY AND COORDINATING ANY REQUIRED DISCONNECTS AND/OR

CONNECTION TO EXISTING UTILITIES.

8. FINAL SITE CLEANING. THE SITE SHALL BE CLEAR OF ALL DEBRIS, DEMOLITION

RELATED AND NON-RELATED (SITE TRASH).

DEMOLITION NOTESEROSION CONTROL NOTES

1. THE CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROLS DURING THE ENTIRE COURSE OF WORK

TO PREVENT ANY SEDIMENT FROM LEAVING THE CONSTRUCTION SITE AND ENTERING ROADWAYS, STORM DRAINS SYSTEMS, DITCHES, SWALES, DETENTION BASINS, LOCAL WATER BODIES, AND/OR ADJACENT PROPERTIES.

2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO EXPOSING ANY SOIL.

3. CONTRACTOR SHALL STAGE, TIME AND SEQUENCE CONSTRUCTION TO MINIMIZE THE SIZE OF EXPOSED SOIL

AREAS AND THE TIME BETWEEN EXPOSING THE SOIL AREA AND FINISHING THE SOIL AREA.

4. PERIMETER CONTROLS SHALL BE CONSTRUCTED OF SILT FENCE AND/OR APPROVED BMP'S AT LOCATIONS SHOWN

ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

5. ALL INLETS WITHIN THE CONTRACTOR'S LIMITS OF WORK SHALL BE PROTECTED WITH APPROVED EROSION AND

SEDIMENT CONTROL MEASURES.

6. CONTRACTOR SHALL PROVIDE VEGETATION FOR AREAS WHERE SOILS HAVE BEEN DISTURBED.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT MIGRATES INTO THE STORM DRAIN SYSTEM. ANY SEDIMENT THAT HAS MIGRATED OFF OF THE PROJECT SITE SHALL BE REMOVED IMMEDIATELY

UPON DISCOVERY.

8. TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN FUNCTIONAL UNTIL PERMANENT EROSION AND SEDIMENT CONTROLS (SUCH AS PERMANENT GRASSING, PAVEMENT, ETC.) HAVE BEEN ESTABLISHED.

9. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. ANY ADDITIONAL TEMPORARY CONTROL DEVICES THAT MAY BE REQUIRED SHALL BE PROVIDED AS

PART OF THIS PROJECT AT NO ADDITIONAL COST TO THE OWNER.

DENOTES PAVEMENT/SIDEWALK REMOVAL

DEMOLITION LEGEND

DEMOLITION PLAN C100

DEMOLITION KEYNOTES

1. SAW-CUT EXISTING PAVEMENT/CONCRETE.

2. REMOVE EXISTING PAVEMENT AND/OR CURB.

DENOTES AREA TO BE CLEARED FOR

UTILITY TRENCHING

3. REMOVE / RELOCATE IRRIGATION CONTROL VALVE.

FIELD VERIFY FINAL LOCATION.

4. AREA TO BE CLEARED AND PREPPED FOR TRENCHING AND NEW UTILITIES.

AutoCAD SHX Text

LIMITS OF CIVIL WORK

AutoCAD SHX Text

LIMITS OF CIVIL WORK

AutoCAD SHX Text

LIMITS OF CIVIL WORK

AutoCAD SHX Text

LIMITS OF CIVIL WORK

AutoCAD SHX Text

LIMITS OF CIVIL WORK

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

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AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 0'

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

SCALE: 1" = 30'

M

T

T

M

SCO

M

GV

M

E

M

SCO

M

BRYAN HALL

(2 STORY)

02/18/2022 #17695

RED PROF

ENGINEERR

EG

IS

TE

ESSIO

N

AL

S

T A T E O F MISSISSIP

P I

L LO Y D S E Y MOUR

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

DMI

LES 02.18.2022

21-006

MAHG111042 BRYAN HALL

RENOVATION

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

DENOTES 1" SURFACE COURSE

LIGHT DUTY ASPHALT PAVEMENT

OVER EXISTING PAVEMENT

(SEE PAVEMENT DETAILS)

CIVIL SITE LEGEND

DENOTES 4" CONCRETE

SIDEWALK PAVEMENT

(SEE PAVEMENT DETAILS)

DENOTES EXISTING PAVEMENT

TO BE REPLACED

(SEE PAVEMENT DETAILS)

CIVIL SITE PLAN C200

CIVIL SITE PLAN

C200

SITE PLAN KEYNOTES

REMOVE AND REPLACE EXISTING PAVEMENT AS REQUIRED FOR

CONSTRUCTION OF PROPOSED IMPROVEMENTS.

REMOVE AND REPLACE EXISTING ASPHALT AS REQUIRED FOR

CONSTRUCTION OF PROPOSED IMPROVEMENTS. APPLY NEW 1"

SURFACE COURSE OVER EXISTING AND REPAIRED PAVEMENTS.

APPLY NEW 1" SURFACE COURSE OVER EXISTING AND REPAIRED

SURFACE COURSE OVER EXISTING AND REPAIRED PAVEMENTS.

CONSTRUCT NEW 12" CONCRETE GENERATOR PAD

4" AGGREGATE BASE, MDOT SIZE NO. 610

STONE OR CRUSHED CONCRETE

COMPACTED TO 98% MAXIMUM DRY DENSITY

PER ASTM D-1557 (MODIFIED PROCTOR)

PREPARED SUB-GRADE

NO. 5 BARS @ 18"

ON CENTER, MAXIMUM,

BOTH WAYS

CONCRETE GENERATOR PAD DETAIL

C200

6" M

IN

4"

SOD ALL DISTURBED AREAS

12" THICK CONCRETE

4,000 PSI @ 28 DAYS

AutoCAD SHX Text

FDC

AutoCAD SHX Text

BFP

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HYD

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PIV

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text C201

AutoCAD SHX Text

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GRAPHIC SCALE

AutoCAD SHX Text 0'

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 1.

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SCALE: NTS

AutoCAD SHX Text 5.

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8'22'

8'

10.56' 8'

16'

28.60' 26.80'

25.00

23.20

23.05

28.80'

HANDRAIL-

SEE ARCHITECTURAL

FOR HANDRAIL

DETAILS

SLOPE

SLOPE

SLOPE

4" SLAB

REINF w/ WWF

SLOPE AS

REQUIRED

8' 22' 8'

1.8'

1.8'

(3) - #5 CONT

(TYP)

#5 DWL @ 12"

O.C.

2'-6"

EL=26.80'

EL = 25.00'

EL = 28.60'

EL=23.20'

1'-0"

VARIES

1.8'

1.8'

#5 DWL @

12" O.C.

#5 DWL @

12" O.C.

#5 DWL @

12" O.C. #5 DWL @ 12" O.C. (TYP)

#5 DWL @ 12" O.C. (TYP)

#5 DWL @ 12" O.C. (TYP)

#5 CONT @ 12" O.C.

VARIES

VARIES

VARIES

VARIES

VARIES

#5 DWL @ 24" O.C.

#5 DWL @ 24" O.C.

#5 DWL @ 24" O.C.

#5 DWL @ 24" O.C.

#5 DWL @ 12" O.C.

EXISTING

GRADE

#5 DWL @

12" O.C.

(3) - #5 CONT

(TYP)

11" 8" 11"

2'-6"

1'-0"

11" 8" 11"

2'-6"

11" 8" 11"

2'-6" 1'-0"

1'-0"

NOTE:

SEE ARCHITECTURAL FOR

LOCATIONS AND

ADDITIONAL DIMENSIONAL

INFORMATION.

#5 CONT @ 12" O.C.

4" SLAB

REINF w/ WWF

SLOPE AS REQUIRED

(3) - #5 CONT

(TYP)

(3) - #5 CONT

(TYP)

8"8"

1'-6" LAP

#5 DWL @

12" O.C.

#5 DWL @

12" O.C. #5 DWL @

12" O.C.

#5 DWL @

12" O.C. #5 DWL @

12" O.C.

VARIES

VARIES

VARIES

VARIES

VARIES 24

VARIES

1'-6" LAP

#5 DWL @ 12" O.C. (TYP)

#5 CONT @ 12" O.C.

4" SLAB

REINF w/ WWF

SLOPE AS REQUIRED

#5 DWL @ 12" O.C. (TYP)

#5 CONT @ 12" O.C.

#5 DWL @ 12" O.C. (TYP)

8"

8"

EXISTING

GRADE

#5 DWL @ 24" O.C.

#5 DWL @ 24" O.C.

#5 DWL @ 24" O.C.

02/18/2022 #17695

RED PROF

ENGINEERR

EG

IS

TE

ESSIO

N

AL

S

T A T E O F MISSISSIP

P I

LLO Y D S E Y MOUR

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

DMI

LES 02.18.2022

21-006

MAHG111042 BRYAN HALL

RENOVATION

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

ELEVATION VIEW3

C201

PLAN VIEW1

C201

SECTION VIEW2

C201

C201

8'-0" 8'-0" 8'-0"

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text C201

AutoCAD SHX Text

AutoCAD SHX Text C201

ICV

42" C oncrete Pipe

EX. SD

-23

EX. SD

-24

EX. SD

-25

EX. SS-2

8" EXISTIN

G

W

ATER

SER

VIC

E

30" TO 42"

3.5

6.9

12.7

9.0

14" DIA.

2.9

5.6

10.4

7.0

12" DIA.

2.0

3.9

7.2

5.0

10" DIA.

1.8

3.6

6.7

4.7

8" DIA.

1.0

1.5

2.7

2.5

6" DIA.

1.0

1.0

2.0

2.0

4" DIA.

22 1/2°

45°

90°

TEES

FITTING:

IN SQUARE FEET

BEARING AREAS FOR THRUST BLOCKING

WHEN TEE IS PLUGGED.

THRUST BLOCK REQ'D

TEE

BEARING AREA MUST BE AGAINST

UNDISTURBED EARTH (TYPICAL)

VERTICAL BENDHORIZONTAL BEND

2 - #4 BARS

CROSS

NOTE: ALL FITTINGS

SHALL BE COVERED

WITH A GEOTEXTILE

FABRIC PRIOR TO

POURING CONCRETE

THRUST BLOCKING

3-WAY CLOW MEDALLION,

MUELLER SUPER CENTURION 250,

MUELLER A-423, M & H 129

OR APPROVED EQUAL FIRE HYDRANT

5 14" MODEL PAINTED YELLOW PER SPECS.

2'-0" X 2'-0" X 4" CONCRETE

PAD REQUIRED IN NON-PAVED

AREAS REBAR REQUIRED IN PAD

FOR LOCATING PURPOSES LOCATION

PURPOSES ONLY

CAST IRON OR DUCTILE IRON

VALVE BOX & COVER MARKED

"WATER" PLUMMED & CENTERED

OVER VALVE NUT

3' WIDE PIECE OF GEOTEXTILE FABRIC

TO BE WRAPPED AROUND JOINT AND

OVERLAPPED 1/3 THE CIRCUMFERENCE

WATER MAIN (8" MIN.)

FLANGED OR MECHANICAL

JOINT W/ LOCKING

RETAINER GLAND (TYP)

CONCRETE THRUST BLOCK

FINISHED GRADE

SIZE II, STABILIZER

AGGREGATE, COARSE

2'-0"x 2'-0"x 8"

VARIES

SIZE II,

STABILIZER

AGGREGATE,

COARSE

CONCRETE

THRUST BLOCK

WATER LINE

8" SHEET RUBBER (TYP)

BODY

STANDPIPE

(PAINTED RED)

TO RISER ROOM

GROUND LINE OR

FINISHED GRADE

TAMPER SWITCH

FROM WATER MAIN

PADLOCK

2" NST SIAMESE FIRE DEPARTMENT

CONNECTION

4" SCH 40 GALVANIZED THREADED X

FLANGED PIPE (PAINTED RED)

4" DUCTILE IRON FLANGED PIPE

4" DUCTILE IRON FLANGED PIPE

THRUST BLOCK

MECHANICAL JOINT (TYP)

4" DUCTILE IRON FLANGED PIPE

JOINT RESTRAINT (TYP)

TAPPING VALVE

TAPPING SLEEVE

EXISTING WATER MAIN

18"

" M

IN

IM

U M

18" MIN.

TYPICAL WATER MAIN THRUST BLOCK DETAIL2

C400

TYPICAL FIRE HYDRANT ASSEMBLY DETAIL3

C400

TYPICAL FIRE DEPARTMENT CONNECTION DETAIL4

C400

TYPICAL POST INDICATOR VALVE DETAIL5

C400

TYPICAL TAPPING SLEEVE AND VALVE DETAIL6

C400

02/18/2022 #17695

RED PROF

ENGINEERR

EG

IS

TE

ESSIO

N

AL

S

T A T E O F MISSISSIP

P I

L LO Y D S E Y MOUR

APPROVEDDRAWN

AIR EDUCATION AND TRAINING

COMMAND

DATEREVISION

UNITED STATES AIR

FORCE

MISSISSIPPI

FACILITY NUMBER:

SHEET OF

DRAWING NUMBER:

BILOXI

RECOMMENDED:

(Chief ofEngineering)

SUBMITTED:

(Chief of Contracts Design)

SHEET NAME:PROJECT NUMBER:

CHECKED: DATE:

DRAWN:

OFFICE OF CIVIL

ENGINEERS

KEESLER AIR FORCE BASE

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

A R C H I T E C T S

1091 TOMMY MUNRO DR.

BILOXI, MS 39532

Telephone: 228.594.2323 www.egh.ms

STAMPENGINEERARCHITECT

DMI

LES 02.18.2022

21-006

MAHG111042 BRYAN HALL

RENOVATION

CIVIL & STRUCTURAL

ENGINEER:

LIVE OAK ENGINEERING

MECHANICAL,

ELECTRICAL, &

TELECOMM ENGINEER:

DELL CONSULTING

SITE UTILITY NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL

PROJECT RELATED UTILITIES, BURIED AND ABOVE GROUND, REGARDLESS OF

INCLUSION ON THESE PLANS.