Attachment__2_-_Drawings_dated_30_October_2013_-_Part_1.pdf

IR

A D

M AN

COM

MO

IT Y

B I L

G

E W

BAIR AS

I N62 8T H

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CE

TIHCRADER

ET

SI

G E

R

TH CARO

LIN

A

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

OFSHEET

DA

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

CH

K B

Y:

DR

AW

N

BY

DS

GN

BY

SU

PV

CH

EN

GR

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

ARCH30 E(30X42)

G001

C

OV

ER

S

HE

ET

GB

KR

S

SM

/30

/20

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

DKFX:11-1122 A / B

JOINT BASE CHARLESTON (AIR BASE)

SOUTH CAROLINA

Glick/Boehm & Associates, Inc.

ADC ENGINEERING

CIVIL, LANDSCAPE, &

STRUCTURAL ENGINEER

1226 YEAMANS HALL ROAD

HANAHAN, SC 29406

DWG CONSULTING ENGINEERS

PLUMBING, MECHANICAL, ELECTRICAL

ENGINEER & FIRE PROTECTION

1009 ANA KNAPP BLVD., SUITE 202

MOUNT PLEASANT, SC 29464

S&ME, INC.

ENVIRONMENTAL ENGINEER

620 WANDO PARK BLVD.

MOUNT PLEASANT, SC 29464

493 King Street, Suite 100, Charleston, SC 29403

FINAL SUBMITTAL

10/30/2013

SIGNATURES

APPROVED BY:

CIVIL ENGINEER

SUBMITTED BY:

CHIEF ENGINEER

FIRE CHIEF

SAFETY

BIO-ENVIRONMENTAL ENG.

USING AGENCY

BASE COMMUNICATIONS

MAINTENANCE ENGINEERING

PROJECT ENGINEER

SECURITY POLICE

CORROSION ENGINEER

CONSTRUCTION MANAGEMENT

ARCHITECT

LAUREN SANCHEZ DESIGN

INTERIOR DESIGNER

420 KING STREET

CHARLESTON, SC 29403

FA4418-16-R-0002 Add/Repair Passenger Terminal, Bldg 164 Attachment #2

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CE

TIHCRADER

ET

SI

G E

R

TH CARO

LIN

A

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

OFSHEET

DA

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

CH

K B

Y:

DR

AW

N

BY

DS

GN

BY

SU

PV

CH

EN

GR

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

ARCH30 E(30X42)

G002

SH

EE

T

IN

DE

X

GB

KR

S

SM

/30

/20

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

DKFX:11-1122 A / B

SHEET TITLE

SHEET

COUNT

FIRE PROTECTION

FP001 FIRE PROTECTION NOTES, LEGENDS, & DETAILS 153

FP101 FIRST FLOOR FIRE PROTECTION PLAN 154

FP102 ATTIC FIRE PROTECTION PLAN 155

PLUMBING

P001 PLUMBING NOTES, LEGENDS, & SCHEDULES 156

P002 PLUMBING DETAILS 157

P050 PLUMBING DEMOLITION PLAN - NORTH SIDE 158

P051 PLUMBING DEMOLITION PLAN - SOUTH SIDE 159

P101 DOMESTIC PLUMBING RENOVATION PLAN - NORTH SIDE 160

P102 DOMESTIC PLUMBING RENOVATION PLAN - SOUTH SIDE 161

P103 SANITARY PLUMBING RENOVATION PLAN - NORTH SIDE 162

P104 SANITARY PLUMBING RENOVATION PLAN - SOUTH SIDE 163

P105 PLUMBING ROOF PLAN - NORTH SIDE 164

P106 PLUMBING ROOF PLAN - SOUTH SIDE 165

MECHANICAL

M001 MECHANICAL NOTES, LEGENDS, & SCHEDULES 166

M002 MECHANICAL DETAILS 167

M003 MECHANICAL DETAILS 168

M010 MECHANICAL CONTROLS 169

M050 MECHANICAL DEMOLITION PLAN - NORTH SIDE 170

M051 MECHANICAL DEMOLITION PLAN - SOUTH SIDE 171

M101 MECHANICAL RENOVATION PLAN - NORTH SIDE 172

M102 MECHANICAL RENOVATION PLAN - SOUTH SIDE 173

M103 MECHANICAL ROOF PLAN - NORTH SIDE 174

M104 MECHANICAL ROOF PLAN - SOUTH SIDE 175

M111 MECHANICAL AIR DISTRIBUTION PLAN - NORTH SIDE 176

M112 MECHANICAL AIR DISTRIBUTION PLAN - SOUTH SIDE 177

M201 MECHANICAL PIPING RENOVATION PLAN - NORTH SIDE 178

M202 MECHANICAL PIPING RENOVATION PLAN - SOUTH SIDE 179

ELECTRICAL

E001 ELECTRICAL LEGENDS & SCHEDULES 180

E002 LIGHTING SCHEDULES, DETAILS, AND NOTES 181

E003 ELECTRICAL DETAILS 182

E010 POWER SINGLE-LINE DIAGRAM 183

E020 ELECTRICAL PANEL SCHEDULES 1 184

E021 ELECTRICAL PANEL SCHEUDLES 2 185

E050 ELECTRICAL DEMOLITION PLAN 186

E100 ELECTRICAL SITE PLAN 187

E101 ELECTRICAL POWER & SIGNAL PLAN - NORTH SIDE 188

E102 ELECTRICAL POWER & SIGNAL PLAN - SOUTH SIDE 189

E103 ELECTRICAL EQUIPMENT POWER PLAN - NORTH SIDE 190

E104 ELECTRICAL EQUIPMENT POWER PLAN - SOUTH SIDE 191

E201 ELECTRICAL LIGHTING PLAN - NORTH SIDE 192

E202 ELECTRICAL LIGHTING PLAN - SOUTH SIDE 193

E301 ELECTRICAL SYSTEMS PLAN - NORTH SIDE 194

E302 ELECTRICAL SYSTEMS PLAN - SOUTH SIDE 195

FF&E - ANCILLARY ITEM NUMBER 1

I101 FURNITURE PLAN - AI #1 196

I102 ARTWORK PLACEMENT PLAN - AI #1 197

I201 ARTWORK ELEVATIONS - AI #1 198

BAGGAGE HANDLING EQUIPMENT - ANCILLARY ITEM NUMBER 2

BHE01 BAGGAGE CONVEYOR - AI #2 199

INTRUSION DETECTION SYSTEM - ANCILLARY ITEM NUMBER 3

IDS01 INTRUSION DETECTION PLAN - NORTH SIDE - AI #3 200

IDS02 INTRUSION DETECTION PLAN - SOUTH SIDE - AI #3 201

IDS03 CCTV DETAILS AND NOTES - AI #3 202

AUDIO/VISUAL SYSTEMS EQUIPMENT - ANCILLARY ITEM NUMBER 4

AVS01 AUDIO & VISUAL SYSTEM PLANS - AI #4 203

WIRELESS LOCAL AREA NETWORK SYSTEM - ANCILLARY ITEM NUMBER 5

WF01 PUBLIC WIFI SYSTEM - NORTH PLAN - AI #5 204

WF02 PUBLIC WIFI SYSTEM - SOUTH PLAN - AI #5 205

SHEET TITLE

SHEET

COUNT

ARCHITECTURAL

A000 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS 72

A001 EXISTING FLOOR PLAN 73

A002 EXISTING ROOF PLAN 74

A003 DEMOLITION PLAN - NORTH SIDE 75

A004 DEMOLITION PLAN - SOUTH SIDE 76

A020 DEMOLITION CEILING PLAN - NORTH SIDE 77

A021 DEMOLITION CEILING PLAN - SOUTH SIDE 78

A030 DEMOLITION ROOF PLAN - NORTH SIDE 79

A031 DEMOLITION ROOF PLAN - SOUTH SIDE 80

A040 DEMOLITION ELEVATIONS 81

A050 DEMOLITION WALL SECTIONS 82

A051 DEMOLITION WALL SECTIONS 83

A101 OVERALL ARCHITECTURAL FLOOR PLAN 84

A102 ARCHITECTURAL FLOOR PLAN - NORTH SIDE 85

A103 ARCHITECTURAL FLOOR PLAN - SOUTH SIDE 86

A110 OVERALL DIMENSION FLOOR PLAN 87

A111 DIMENSION PLAN - NORTH SIDE 88

A112 DIMENSION PLAN - SOUTH SIDE 89

A120 REFLECTED CEILING PLAN - NORTH SIDE 90

A121 REFLECTED CEILING PLAN - SOUTH SIDE 91

A122 ENLARGED REFLECTED CEILING PLAN 92

A130 ROOF PLAN - NORTH SIDE 93

A131 ROOF PLAN - SOUTH SIDE 94

A201 EXTERIOR BUILDING ELEVATIONS 95

A202 EXTERIOR BUILDING ELEVATIONS 96

A301 BUILDING SECTIONS 97

A302 BUILDING SECTIONS 98

A310 WALL SECTIONS 99

A311 WALL SECTIONS 100

A312 WALL SECTIONS 101

A313 WALL SECTIONS 102

A314 WALL SECTIONS 103

A401 ENLARGED PLANS - RESTROOMS 104

A402 ENLARGED PLANS - RESTROOMS 105

A403 ENLARGED PLANS & ELEVATIONS - RESTROOMS 106

A404 ENLARGED ELEVATIONS - RESTROOMS 107

A405 ENLARGED ELEVATIONS - RESTROOMS 108

A406 ENLARGED ELEVATIONS - RESTROOMS 109

A407 ENLARGED ELEVATIONS - RESTROOMS 110

A408 ENLARGED ELEVATIONS - RESTROOMS 111

A410 INTERIOR ELEVATIONS 112

A411 INTERIOR ELEVATIONS 113

A412 INTERIOR ELEVATIONS 114

A413 INTERIOR ELEVATIONS 115

A414 INTERIOR ELEVATIONS 116

A415 INTERIOR ELEVATIONS 117

A416 INTERIOR ELEVATIONS 118

A422 ENLARGED PLANS 119

A501 WALL TYPES & TYPICAL WALL DETAILS 120

A502 MASONRY COLUMN PLANS/SECTIONS AND DETAILS 121

A503 EXTERIOR WALL PLAN DETAILS 122

A504 INTERIOR WALL PLAN DETAILS 123

A511 METAL ROOFING DETAILS 124

A512 METAL ROOFING DETAILS 125

A513 METAL ROOFING DETAILS 126

A514 METAL ROOFING DETAILS 127

A551 INTERIOR COLUMN PLAN/SECTION DETAILS 128

A552 INTERIOR DETAILS 129

A571 ACOUSTIC CEILING TILE SEISMIC DETAILS 130

A572 CEILING DETAILS 131

A573 CEILING DETAILS 132

A600 ROOM FINISH SCHEDULE 133

A601 FLOOR FINISH PLAN 134

A602 ENLARGED FLOOR FINISH PLAN 135

A610 DOOR SCHEDULE 136

A611 DOOR DETAILS 137

A612 DOOR DETAILS 138

A613 DOOR DETAILS 139

A620 STOREFRONT ELEVATIONS & NOTES 140

A621 EXTERIOR STOREFRONT DETAILS 141

A622 EXTERIOR STOREFRONT DETAILS 142

A623 EXTERIOR/INTERIOR STOREFRONT DETAILS 143

A624 INTERIOR STOREFRONT DETAILS 144

A625 FLASHING INSTALLATION SEQUENCE 145

A641 SIGNAGE SCHEDULE + LEGEND 146

A642 FLOOR PLAN SIGNAGE LOCATION 147

A701 CASEWORK DETAILS 148

A702 CASEWORK DETAILS 149

A703 CASEWORK DETAILS 150

A704 CASEWORK DETAILS 151

A705 CASEWORK DETAILS 152

SHEET TITLE

SHEET

COUNT

GENERAL

G001 COVER SHEET 1

G002 SHEET INDEX 2

G003 MAPS & NOTES 3

G110 BUILDING CODE INFORMATION 4

G111 PROJECT INFORMATION 5

G112 LIFE SAFETY PLAN 6

SURVEY

V100 TOPOGRAPHIC SURVEY 7

CIVIL

C001 PRELIMINARY CONTRACTOR LAYDOWN AREA 8

C002 SITEWORK PROJECT BREAKDOWN PLAN 9

C100 DEMOLITION PLAN - BASE BID 10

C101 DEMOLITION PLAN - BID ALTERNATE 11

C200 SITE PLAN - BASE BID 12

C201 SITE PLAN - BID ALTERNATE 13

C300 GRADING & DRAINAGE PLAN - BASE BID 14

C301 GRADING & DRAINAGE PLAN - BID ALTERNATE 15

C310 DRAINAGE AREAS PLAN - BID ALTERNATE 16

C400 SITE UTILITY PLAN - BASE BID 17

C401 SITE UTILITY PLAN - BID ALTERNATE 18

C620 CIVIL DETAILS - SITE 19

C621 CIVIL DETAILS - SITE 20

C622 CIVIL DETAILS - SITE 21

C630 CIVIL DETAILS - STORM WATER 22

C631 CIVIL DETAILS - STORM WATER 23

C640 CIVIL DETAILS - WATER 24

C641 CIVIL DETAILS - SEWER 25

C700 EROSION CONTROL PLAN PHASE I - BASE BID 26

C701 EROSION CONTROL PLAN PHASE II - BASE BID 27

C710 EROSION CONTROL PLAN PHASE I - BID ALTERNATE 28

C711 EROSION CONTROL PLAN PHASE II - BID ALTERNATE 29

C720 CIVIL DETAILS - EROSION CONTOL 30

C721 CIVIL DETAILS - EROSION CONTROL 31

LANDSCAPE

L100 OVERALL SITE PLAN - BASE BID 32

L101 OVERALL SITE PLAN - BID ALTERNATE 33

L102 ENLARGED SITE PLAN - BASE BID 34

L103 ENLARGED SITE PLAN - BID ALTERNATE 35

L200 LANDSCAPE PLAN - BASE BID 36

L201 LANDSCAPE PLAN - BID ALTERNATE 37

L500 LANDSCAPE DETAILS 38

STRUCTURAL

S000 GENERAL NOTES 39

S001 FOUNDATION DEMOLITION PLAN 40

S031 ROOF FRAMING DEMOLITION PLAN (NORTH) 41

S032 ROOF FRAMING DEMOLITION PLAN (SOUTH) 42

S040 HIGH ROOF DEMOLITION PLAN 43

S101 NEW & EXISTING FOUNDATION PLAN (NORTH) 44

S102 NEW & EXISTING FOUNDATION PLAN (SOUTH) 45

S103 GROUND FLOOR SLAB PLAN 46

S111 WALL PLAN (NORTH) 47

S112 WALL PLAN (SOUTH) 48

S131 ROOF FRAMING PLAN (NORTH) 49

S132 ROOF FRAMING PLAN (SOUTH) 50

S140 CANOPY AND HIGH ROOF FRAMING PLANS 51

S200 SCHEDULES 52

S301 TRUSS ELEVATIONS 53

S302 TRUSS ELEVATIONS 54

S303 TRUSS & FRAMING ELEVATIONS 55

S304 TRUSS & FRAMING ELEVATIONS 56

S501 TYPICAL FOUNDATION DETAILS 57

S502 TYPICAL FOUNDATION DETAILS 58

S503 TYPICAL FOUNDATION DETAILS 59

S511 TYPICAL NEW CMU WALL DETAILS 60

S512 TYPICAL NEW CMU WALL DETAILS 61

S513 TYPICAL RETROFIT CMU WALL DETAILS 62

S514 TYPICAL METAL STUD WALL DETAILS 63

S521 TYPICAL FRAMING DETAILS 64

S611 WALL SECTIONS 65

S612 WALL SECTIONS 66

S631 MAIN ROOF SECTIONS 67

S632 MAIN ROOF SECTIONS 68

S641 HIGH ROOF SECTIONS 69

S642 HIGH ROOF SECTIONS 70

HAZARD

H001 HAZARDOUS MATERIALS 71

SHEET INDEX

NOTE:

REFER TO A000 FOR ANCILLARY ITEM DESCRIPTIONS AND GENERAL NOTES

SKEET

RANGE 790

YOU

TH

ATH

LETI

C

FIEL

DS

TENNISCOURT

SWIMMING

POOL

TE

NN

IS

CO

UR

T

TEN

NIS

C

OU

RT

BASEBALL &FOOTBALL FIELDS

SOFTBALL

FIELD

#1

WILDERNESS

TRAIL

#2

FIELD

SOFTBALL

#3

FIELD

SOFTBALL

#4

FIELD

SOFTBALL

G R A D E D

A R E A

G R A D

E A

GR

AD

ED

RE

A

GR

AD

ED

RE

A

C-124C-141

C-121

C-47

HAZARDOUS

CARGO

LOADING PAD

T/ W

K

T/W

K

APPROACH ZONE1:50 GLIDE PATH

APPROACH ZONE1:50 GLIDE PATH

APP/DEP CLEARANCE SURFACE

APP/DEP CLEARANCE SURFACE

APP/DEP CLEARANCE SURFACE

APP/

DEP CLEARANCE SU

RFACE

A P P D

EP

C

LEA

R A N C E S U R

FA

C

ESCHOOL

3106 3104 3102

3107 3105

3210 3208 3206 3

3211 3209 3207 3205 32

3406 3404

34093415

3014 3012 3010 3008 3006 3004 3002

5 38

3822 3713

3013 3011 3009

3723 3725

ALASKA AVE.

ARKANSAS AVE.

GEORGIA

AVE.

GEORG

IA AVE

C O

LO

R A D O

A V E

K A N S A S

AV

E

LO

U

IS

IA

N A

A V E

KA

NS

AS

A

VE

M

AR

YL

AN

D

AV

E.

M

IC

H

IG

AN

A

VE

ALASKA AVE.

ALASKA AVE.

CHURCH

1 2 3 4 5 6

151413121110987

1820 182

6 183

18411843

18551856

18571858

18621863

18641865

18661867

2219 2221

17781779

17811545

1566 1525

1531 1

1533 1

7 1578

9 1580

3 1 5 1

7 1

01681

1 1

7 1

1 17

5 1736

7 1738

9 1740

GAS

REG

1616 1618

111411

111611

9 1120

11281 9 11301 1 1132

1 1142

11481149

11541156

1 1

3 1

5 1

7 1

9 1

12541

125612

1 1 63 1

1423 1

15 13

7 1

9 1

3 1

181417

C

LE

Z O N E

C

LE

Z

N E

3000'

3000'

CLE

AR

ZO

NE

3000'

OVERRUN

BLAST

FENCE

OVERRUN

9000' X 200' NORTH SOUTH R/W (INSTRUMENT) N32 44' 00"W TRUE BEARING

X

S

EC

O N D

AR

Y R U N

AY

S

"W

TR

U E B

EAR

IN

G

T/W D

READY APRON

T/W E

NORTHEAST

WARM-UP APRON

T/ W F

T/ W F

T/ W H

MUNICIPAL

S O U

TH

W A R M U P

A P R O N

N O

S O U

TH

W

AR

M U P

AP

R O N

N O

ALERT AREA(ADC)

LOA

DIN

G

APR

ON

CALIBRATION

C

SOUTH-WEST WARM-UPAPRON NO. 1

SO

U

TH

W

ES

T W

AR

M U P

AP

R

ON

N O .2

T/W A

T/W B

T/ W H

T/ W H

T/W A

T/W G

T/W G

T/ W F

T/W D

T/W A

T/W C

J

HARDSTAND

AMC MAINTENANCE APRON

X

X

X

X x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x xx x xx x x x x x x x xx x x x x x x x x x x x x x xx x x xx x x x xx x x x xxxxx x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx xx x x x xx x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x xx x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x xx x x x xx x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x

BX

RADAR REFLECTOR

SITE (FAA)

MIDDLE MARKER

(FAA)

CEILOMETER PROJECTOR(WB)

CEILOMETERDETECTOR(WB)

CEILOMETERPROJECTOR(WB) CEILOMETERDETECTOR(WB)

BAK-12 BARRIER

TRANSMISSOMETER

FAA FACILITY

TRANSMISSOMETER

GLIDE PATHFACILITY

TRANSMISSOMETER

SURVEILLANCE

RADAR SITE (FAA)

REMOTE

TRANSMITTER

TMQ-11

ANEMOMETER

(WB)

BAK-12 BARRIER

TRANSMISSOMETERPROJECTOR (FAA)

TRANSIMETERDETECTOR

VORTAC FAC(FAA)

RADAR

UNIT

ILS FAC

(FAA)

GLIDE SLOPEFACILITY

ATCT

FIRE DEPARTMENT

TRAINING FACILITY

MUNICIPAL AIRPORT

TERMINAL

INTRANSIT

AMMUNITION

STORAGE

CHILD

CARECENTER

STARLIFTERYOUTH CTR

E.O.D.

TRAINING

RANGE

(699)

SMALL

ARMS

RANGE

(693)

M-60

RANGE

(698)

907910

914916918 920922

PICNIC

GROUNDS

FAM-CAMP

9 62

7 672

TR

U C K

FILL

C E

C O M P O U N D

W

ATE

R

TAN

K

550 551

AIR FREIGHT

TERMINAL

M c C

T

250 Future Demo

CHAPEL Future Demo

TANK

FIRE

TRAINING

AREA

SW. STA.

425 421

STOCK PILE

AREA

GOLF COURSE

GOLF

DRIVING

RANGE

WATER

TANK

SANTEE-COOPER TRANSMISSION LINE

ELEC

SW.STA.

CHA

PEL

1006 1001

SANTEE-COOPER TRANSMISSION LINE

LAMBS

ELEMENTARY

SCHOOL

POL

TANKS

FUEL

TANK

ATM

16000

580 581

COMMISSARY

ATSO

AREA

10 15

Fu ture

D em o

H

IL

L

B

LV

D

S T

A V E

D

IC

K S O N

MACDONALD

CIRCLE

JA

ME

S

G R

AVE

S

AVE

DORCHESTER ROAD

LA

W S O N

D R

MIDLAND PARK ROAD

GOOD

STRE

ET

LANGS

TON

STREE

T

PRINC

E STR

EET

TA

YLO

R

S

TR

E E T

AVIATION ACCESS ROAD

N. O'NEAL AVE

H

IL

L B

LV

D

H E N R Y

D R

M

ITC

H E

LL

D R

MA

NN

ING

AVE

JO

N

ES

C

IR

CIR

O'NEAL

S.

LAWSON DR

TH

O M A S

S

T LAWSON DR

AVE

WHITECIR

BE

LLA

MY

CIR

N. O'NEAL

KELLER DR B

AI

TE

R

ST

C A R

TE

R

S T

SHAWAWO PARK

C

US

AB

EE

T

RA

IL

AR

TH

U R

D R

IVE

STE

WA

RT

AV

E

HI

LL

LV

D

GRAVES AVE

M c C A W

S T

SC

OTT

S T

SIM

PS

ON

S T

SLO

AN

S T

DAVIS

DRIVE

E. JACKSON DR

CHANCE DR

F R

IC

VE

LA

N D

M O R E

AVE

Y O N G U

A V E

FR

IC

K

H U

TC

H

IN

S

N

AV

B R A D F O

R H O D

F R

IC

JA

C K S

N

AV

E

M

IL

LE

V E

C H A N

W. JACKSON DR

C

IR

R

IC

K E N B A C K E R

DR

GR

OS

S

AV

E

C

OB

B

AV

E

TOUHEY AVE

RICHARDSON

A V E

H

IT

C H C O C K

A V E

H O D G E

B A

TS

O N

A V E

D O Y

LE

EID

ARNOLD

CIR

JA

M E S

RANGE ROAD

D R

E. JACKSON DR

W. JACKSON DR

BATSON

DR.

LO

NG

S T.

AVIS

ATES

FENCE ON PROPERTY LINE

FENCE ON PROPERTY LINE

F E N C E

O N

P R O P E R

TY

LI

N E

FEN

CE

O N

PR

OP

ER

TY

LIN

E

C F

EN

CE

FEN

E x x x x x x x x x x xxx x x x x x x x x x

TERMINAL

M c C A W

S T

DORCHESTER GATE

PASS & ID

BASE CONTRACTING

BUILDING 503

SECURITY POLICE

BUILDING 254

PROJECT SITE

BUILDING 164

BASE FIRE DEPARTMENT

BUILDING 168

HAUL ROUTE

RIVERS GATE

CE ADMIN FACILITY

BUILDING 721

AIR FORCE BASE

CHARLESTON

CHARLESTON

GEORGETOWN

BEACH

MYRTLE

WILMINGTON

CHARLOTTE

ORANGEBURG

FLORENCE

COLUMBIA

E o o p p p p op p o

SOUTH CAROLINA

NORTH CAROLINA

ATLA

NTIC

O

CEAN

o o

178 NORTH

SUMTER

E

CAFB

AUGUSTA

GREENVILLE

p p

SCALE (MILES)

20 40100

GEORGIA

SAVANNAH

SPARTANBURG

20p

CAFB210

SCALE (MILES)

ASHLEY PHOSPHATE ROAD

AVIATION AVE.

CHARLESTON

NORTH

ISLAND

JOHNS

ATLANTIC OCEAN

FOLLY RIVER

HARBOR

CHARLESTON

RI

VE

R

ASHLE

Y

RIVER

COOPER

RI

VE

R

STONO

MT. PLEASANT

JAMES ISLANDS

FOLLY BEACH

FT. JOHNSON ROAD

RI

VE

RS

A

VE

FO

LL

Y R

OA

D

SAVANNAH HWY

AS

HL

EY

R

IV

ER

R

OA

D

DO

RC

HE

ST

ER

R

OA

D

MONTAGUE AVE.

REMOUNT ROAD

526p o o

52o

26p

WANDO RIVER

GLENN M

cCONNEL PKW

YBEES FERRY ROAD

CHARLESTON

COUNTY

LANDFILL

HAUL ROUTE

BUILDING 164HAUL ROUTE

AREA OF WORKPROPOSED

LAYDOWN AREA

SECTION, DETAIL &

ELEVATION REFERENCING

SHEET NUMBER ON

WHICH SECTION, DETAIL,

OR ELEVATION IS DRAWN

A2 A5

SHEET NUMBER ON

WHICH SECTION, DETAIL,

OR ELEVATION IS TAKEN

SECTION, DETAIL, OR ELEVATION

IDENTIFICATION NUMBER

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CE

TIHCRADER

ET

SI

G E

R

TH CARO

LIN

A

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

OFSHEET

DA

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

CH

K B

Y:

DR

AW

N

BY

DS

GN

BY

SU

PV

CH

EN

GR

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

ARCH30 E(30X42)

G003

M

AP

S N

OT

ES

GB

KR

S

SM

/30

/20

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

DKFX:11-1122 A / B

JOINT BASE CHARLESTON - AIR BASE

SOUTH CAROLINA CHARLESTON PROJECT SITE GEN. NOTES

Footnotes:

1. Provide the complete name of the Function of space using the left column of Table 1004.1.1 of the IBC.

2. Design Area per each occupant of this function on this floor in either Gross or Net square footage.

3. Allowed Floor Areas in SF per Occupant per right column in Table 1004.1.1 of the IBC.

4. Divide Column A (2) by Column B (3) for each function and enter the result, rounded up to the nearest whole person. .

5. Subtotal all Column C values for this floor to yield the Design Occupant Load,

6. Total Building Design Occupant Load –sum of all Column D value

STRUCTURAL DESIGN INFORMATION

OCCUPANCY CATEGORY(IES)

IBC Table 1604.5

LIVE LOADS

Floor Live Load PSF CORRIDORS, LOBBIES Floor Live Load PSF Roof Live Load PSF Ground Snow Load PSF IBC (Figure 1608.2)

WIND LOADS

Analysis Procedure ASCE 7 Basic Wind Speed V 3S MPH 3 sec gust IBC Fig 1609 Exposure Category Wind Importance Factor I W ASCE 7 (Table 6.1) Internal Pressure Coefficient GC PI ASCE 7 External Pressure Coefficient GC P ASCE 7

SEISMIC LOADS

Seismic Importance Factor ASCE 7 Soil Class IBC 1613.5.2 Mapped Spectral Response Accelerations

S = S

Design Spectral Response Acceleration Parameters s

1 =

Seismic Use Occupancy Category ASCE 7 (Seismic Occupancy Cat. IBC) Seismic Design Category IBC Tables 1613.5.6(1) & 1613.5.6(2) Basic Seismic Force Resisting Sys.

Design Base Shear KIPS Seismic Response Coefficient(s) ASCE 7 - For respective seismic force resisting systems 1 & 2, listed above

Response Modification Factor(s)

Analysis Procedure

ARCHITECTURAL-MECHANICAL-ETC. LOADS

Provide as applicable: architectural items, mechanical, plumbing, etc. per ASCE 7.

SPECIAL LOADS

Provide as applicable: abnormal items, moving loads, impact, hoisting, etc. per ASCE 7.

NOTE: See Structural Drawings for additional information.

Floor Area (2) (specify NSF or

GSF)

Max Area per Occupant (3)

Persons on floor for this Function (4)

Design Occupant Load

Function of Space (1)

A B C D

BUILDING DESIGN OCCUPANT LOAD

Stories

Levels

41,335 SF.

(Add additional rows as needed for each Function Type on this story)

Subtotal Design Occupant Load for this Story: (5)

15 NSF. 858A-3

4,060 SF.

(Add additional rows as needed for each Function Type on this story)

Subtotal Design Occupant Load for this Story: (5)

100 GSF. 41B

Add or delete rows as needed for each story & level of building (including mezzanine)

Total Building Design Occupant Load:

(6)

FIRE PROTECTION REQUIREMENTS

SEPARATIONS

Fireblocking Required per IBC Section 717Draftstopping Required per IBC Section 717

Smoke Control System Required per IBC Section 909 Smoke Barriers Required per IBC Sections 407 and 408 Smoke Partitions Required per IBC Section 407 Fire Partition Required per IBC Section 419 Fire Barrier Required per IBC Section 706

ALARM & DETECTION

Fire Alarm System Required per IFC Section 907 Emergency Alarm System Required per IFC 908

SUPPRESSION

Standpipes Required per IFC Section 905 Sprinklers Required per IFC Section 903 Sprinklers Provided Portable extinguishers required per IFC 906 Other suppression systems required per IFC 904 Smoke & heat vents required per IFC 910 Other: (Indicate other provided fire and life safety features not listed above, if any)

FIRE RATING OF BUILDING ELEMENTS

Structural Frame (per IBC Table 601)

Bearing Walls Exterior Interior

(per IBC Table 601)

Nonbearing Walls & Partitions Exterior Interior

(per IBC Table 601 & 602)

Floor Construction including supporting beams & joists (per IBC Table 601)

Roof Construction including supporting beams & joists

(per IBC Table 601)

Fire Walls (per IBC Section 705)

Fire Barriers (per IBC Section 706)

Shaft Enclosures (per IBC Section 707)

Fire Partitions (per IBC Section 708)

Opening & Protective Listing by Category (fire shutters, doors, etc.

(per IBC Section 715)

Others as required by Designer

Designers Wall / Partition Key Code

Testing Agency & Design No. (UL, FM, etc.)

Rating As Designed (in hours)

Rating As Required (in hours)BUILDING ELEMENT

III

BUILDING HEIGHT

AS DESIGNED AS ALLOWED BY IBC

In StoriesIn Feet

Without any Allowable Increase (per IBC Table 503)

Allowable Height Increase

Total Height including any Allowable Increase

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION Type (IBC 602)

OCCUPANCY GROUP (indicate all) (IBC 302)(Note IBC 506.4.1)

OCCUPANCY GROUP (indicate most restrictive) (IBC Table 503)

Does building require Incidental Use Area Separation?

(IBC 508.2.2)

Does building have Accessory Occupancy (ies)?

What percent of story is accessory occupancy?

SF(IBC 508.3.1)

Mixed Occupancy (IBC 508.3)

Non separated (IBC 508.3.2)

Separated (IBC 508.3.3)

(IBC506.4.1)

OTHER FIRE PROTECTION SYSTEMS, DEVICES or FEATURES

If the building has any special or notable fire protection or safety feature or hazard the designers should list them here, describe the performance characteristics and refer to locations in construction documents (e.g. fire extinguishers, smoke- evacuation/ -control/-compartments. Note IBC §414.1.3.)

2B

A3

A3

N/A

N/A

BUILDING AREA

AREA LIMIT BY TABLE 503 OF IBC SF

(Do not indicate increases for sprinklers & street frontage.)

(area limitation per story)

AREA MODIFICATION FROM EQUATION 5-1 OF IBC

(Insert equation from IBC 506.1 with completed calculations in this box)

(Equation 5-1)

Aa = At + [At x If ] + [At x Is ] where:

(maximum modified area per story)

Aa = Allowable area per floor (square feet).

At = Tabular area per floor in accordance with Table 503 If = Area increase factor due to frontage (percent) as calculated in accordance with Section 506.2.

Is = Area increase due to sprinkler protection as calculated in accordance with Section 506.3.

(Repeat equation for each story of differing occupancies, IBC 506.4.1)

Note: footnote “e.” from table 601

SF

(maximum area per story)

TOTAL ALLOWED AREA OF BUILDING SF

(Summary of all stories)

AREA AS DESIGNED PER STORY SF

(Repeat for each story) (area per story)

TOTAL DESIGNED AREA OF BUILDING SF

(44,935) (91%)

A3 - 9,500

45,395

45,395

29'

29'

1 55' 2

20' 1

1 75' 3

MECHANICAL INFORMATION

AIR COMFORT SYSTEMS

Overall Thermal Transfer Value (OTTV):

Building Heating Load: SF / Ton Building Cooling Load: BTU / SF

OTHER LOADING FEATURES

Glass: U Factor: Window to Wall Ratio:

Insulation Values: Roof: Exterior Walls:

Outside Air: CFM:Occupants:

MECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENT

(Briefly describe proposed mechanical system)

ELECTRICAL INFORMATION

SERVICE TRANSFORMER By Utility Co. By Agency (if by Agency)

KVA Primary Voltage / Phase

ELECTRICAL SERVICE INFORMATION

Service Voltage/Phase: Amperes Service Entrance Conductors Size: Quantity per Phase Total Connected Load : KVA Estimated Maximum Demand; KVA Available Fault Current in Symmetrical Amperes:

Interrupting Capacity of Service Overcurrent Device:

GROUNDING ELECTRODE SYSTEM COMPONENTS: (NEC 250)

EMERGENCY SERVICE INFORMATION

Emergency Generator:

KVA: Voltage/Phase:

Fuel:

Exit / Emergency Lights Backup Power: Integral Battery Generator Fire Alarm System: Manual Automatic Addressable Class A Class B

LIGHTNING PROTECTION PROVIDED

COMMUNICATIONS COORDINATED Not Required

BUILDING DESIGN & CODE INFORMATION

PLUMBING INFORMATION

WATER SYSTEM

Service Line Size: Inches Peak: GPM Total Demand: No. Fixture Units

SANITARY SEWER SYSTEM

Loading: GPD Service Line Size: Inches Slope: Inches/ft minimum MINIMUM PLUMBING FIXTURES (per IPC Section 403 & Table 403.1)

Male-Required Male-Provided Female-Req'd Female-Provided Water Closets Lavatories Urinals*

OTHER FIXTURES

Required Provided (per IPC Section 403 & Table 403.1)

Drinking Fountains Unisex toilet Service Sink Unisex Lav

*Urinals – See IPC 419.2 NOTE: Where mixed Occupancies occur within buildings, expand this table to indicate Occupant loads for each The minimum required toilet fixtures are calculated for the total Design Occupant Load indicated in BUILDING DESIGN OCCUPANT LOAD.

B

No Yes

No Yes

No Yes

No Yes

No Yes

In StoriesIn Feet

(specify NSF or

GSF)

No Yes

No Yes

No Yes

No Yes No Yes

No Yes

No Yes

No Yes No Yes

No Yes

No Yes No Yes No Yes

No Yes

No Yes

N/A

DETAILED METHOD

C 1.15 +/- 0.18

VARIES, SEE S001

NOTE: REFER TO SHEET G111 FOR BUILDING CODE PLAN ANALYSIS.

I = 1.25 F

III

D For new walls & systems 1.) Intermediate reinforced masonry walls & 2.) Special reinforced concrete shear walls < 960

0.58

3.5

E.L.F.

Xxx 0.49

S = S

DS

D1 = 1.61 0.55

CS =

R = per manufacturer

N/A

Operable Partition Mech. Unit: AHU-1 Mech. Unit: AHU-2

11 psf 4440 lb 1940 lb

N/A N/A

4,745 0.125

N/A

N/A N/A

2.18 33.0

0.430 35.0

1:3 19.0

613 7389 (Minimum while occupied)

500 120/208V, 3ph

4 Sets (4-600MLM 3-1/2" C)

100,000 100,000

Counterpoise

No Yes

N/A

N/A

N/A

No Yes

Yes

Existing Air Cooled Chiller will serve Variable Speed Air Handlers with hot water reheat at VAV terminal units. Hot water will come from an existing natural gas boiler.

Handwash Sink N/A 6 Shower N/A 5 Hose Bibb N/A 3

OTHER LOCATIONS

1.)

0.40CS =2.)

1.)

2.) 5R =

ASCE 7 - For respective seismic force resisting systems 1 & 2, listed above

Other Mech. Units Actual Weights per manufacturer per manufacturer per manufacturer

GENERAL PROCEDURE

SITE SPECIFIC PROCEDURE

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

N/A N/A

N/A N/A N/A N/A

N/A N/A N/A N/A

N/A N/A

B - 23,000 SF

(108,790) (.09%)

SF50,682

50,682

50,682

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CE

TIHCRADER

ET

SI

G E

R

TH CARO

LIN

A

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

OFSHEET

DA

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

CH

K B

Y:

DR

AW

N

BY

DS

GN

BY

SU

PV

CH

EN

GR

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

ARCH30 E(30X42)

G110

B

UI

LD

IN

G C

OD

E

IN

FO

RM

AT

IO

N

GB

KR

S

SM

/30

/20

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

DKFX:11-1122 A / B

FLOOD HAZARD INFORMATION

FLOOD HAZARD AREA

Base Flood Elevation : N/A MSL FIRM Design Flood Elevation: N/A MSL IBC 1612.3

NON HIGH-VELOCITY WAVE ACTION

Elevation of Lowest Proposed Floor: 37.8 MSL Meet ASCE 24 Section 2.6.2.1 Dry Floodproofing: Per ASCE 24

HIGH-VELOCITY WAVE ACTION

Elevation of bottom of Lowest Horizontal Structural Member of lowest floor : 34.3 MSL Flotation Resistant: Per ASCE 24 Breakaway Wall: Per ASCE 24 Per IBC 1612 and SE-900, as applicable

SOILS & SITE

SOILS INVESTIGATION: See Specification Section 00 31 26 (IBC 1802.2)

SOILS CLASSIFICATION

Site Class (seismic class): Per IBC 1613.5.2 Classes Soil of Materials (UCS System): Per IBC 1802.3 Allowable Footing Bearing Pressure: PSF

MINIMUM DESIGN SOIL BEARING LOAD Per IBC table 1804.2.1

COMPACTION

Subgrade:

Percent Base:

Percent ASTM D698 ASTM D1557

Other:

Percent ASTM D698

AASHTO

(Note: AASHTO only for paving & roads)

MINIMUM DESIGN SOIL LATERAL LOAD Per IBC 1610.1

FOOTINGS:

Undisturbed footings: No Yes

Compacted Fill Material: No Yes

Per IBC 1803.5

ELEVATIONS:

Elevation of Water Table:

MSLElevation of Lowest Footing:

MSL

Elevation of Lowest Floor or Basement: MSL

D

SP-SM

Per Geotech Report

34.3 31.8

37.8

SPECIAL INSPECTIONS ARE REQUIRED

SPECIAL INSPECTIONS ARE NOT REQUIRED

IF SPECIAL INSPECTIONS ARE REQUIRED, THE OWNER SHALL EMPLOY ONE OR MORE

SPECIAL INSPECTORS TO PROVIDE INSPECTION SERVICES DURING THE CONSTRUCTION

PHASE IN ACCORDANCE WITH CHAPTER 17 OF IBC 2009. SEE SPECIFICATION SECTION 01

40 00 FOR THE ACTUAL REQUIREMENTS OF WORK SUBJECT TO SPECIAL INSPECTIONS FOR

THIS PROJECT.

THE CONSTRUCTION DISCIPLINES / DIVISIONS WHICH REQUIRE SPECIAL INSPECTIONS

ARE AS FOLLOWS:

ARCHITECT

GLICK/BOEHM & ASSOCIATES, INC.

493 King Street, Suite 100 Charleston, South Carolina 29403 843.577.6377

STRUCTURAL ENGINEER

ADC ENGINEERING

1226 Yeamans Hall Road Hanahan, South Carolina 29406 843.566.0161

MECHANICAL ENGINEER

DWG CONSULTING ENGINEERS

1009 Ana Knapp Blvd., Suite 202 Mount Pleasant, South Carolina 29464 843.849.1141

PLUMBING ENGINEER

ELECTRICAL ENGINEER

FIRE PROTECTION ENGINEER

CIVIL ENGINEER

LANDSCAPE ARCHITECT

INTERIORS CONSULTANT

HARDWARE CONSULTANT

INGERSOLL RAND SECURITY TECHNOLOGIES

445 Greenfield Road Pawleys Island, South Carolina 29585 843.235.0639

ENVIRONMENTAL CONSULTANT

GEOTECHNICAL CONSULTANT

GENERAL PROJECT INFORMATION

DESIGN TEAM

ARCHITECT OF RECORD: Gary J. Boehm, SC Registration No. 2676

STRUCTURAL ENGINEER OF RECORD: Robert C. Still Jr., SC Registration No. 22407

MECHANICAL ENGINEER OF RECORD: Mark Uyak, SC Registration No. 27045

PLUMBING ENGINEER OF RECORD: Mark Uyak, SC Registration No. 27045

ELECTRICAL ENGINEER OF RECORD: Brian Bates, SC Registration No. 27238

FIRE PROTECTION ENGINEER OF RECORD: Mike Weeks, SC Registration No. 17759

CIVIL ENGINEER OF RECORD: Larry Barthelemy, SC Registration No. 22090

LANDSCAPE ARCHITECT OF RECORD: William Warren Pruitt Jr., SC Registration No. 402

BASIC PROJECT INFO

PROJECT NAME: ADD / REPAIR PASSENGER TERMINAL BULIDING 164

PROJECT ADDRESS: 105 SOUTH BATES STREET

JOINT BASE CHARLESTON (AB)

PRIMARY CODES AND ORDINANCES USED:

1. 2009 INTERNATIONAL BUILDING CODE W/ SC MODIFICATIONS

2. 2006 INTERNATIONAL FIRE CODE W/ SC MODIFICATIONS

3. 2008 INTERNATIONAL MECHANICAL CODE

4. 2006 INTERNATIONAL PLUMBING CODE

5. 2006 INTERNATIONAL FUEL GAS CODE W/ SC MODIFICATIONS

6. 2006 INTERNATIONAL ENERGY CONVERSATION CODE

7. 2005 NATIONAL ELECTRIC CODE

8. 1992 AMERICANS WITH DISABILITY ACT

9. ICC/ANSI A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES, LATEST ED.

10. SC ENERGY EFFICIENCY STANDARDS ACT

11. ASHRAE 90.1-2004, ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE

RESIDENTIAL BUILDINGS

SPECIAL INSPECTIONS

VERIFICATION OF SOILS

EXCAVATION AND FILL

PILINGS AND DRILLING PIERS

MODULAR RETAINING WALL

REINFORCED CONCRETE

MODULAR RETAINING WALL

POST TENSIONED SLAB

PRE-CAST CONCRETE ERECTION

PRE-STRESSED CONCRETE

DETENTION BASINS

INSPECTION OF PRE-CAST

FABRICATION

INSPECTION OF STRUCTURAL

STEEL FABRICATION

STRUCTURAL MASONRY

WELDING

HIGH STRENGTH BOLTS & STEEL

FRAMING INSPECTIONS

SPRAYED FIRE RESISTANCE

MATERIALS

EXTERIOR INSULATION &

FINISH SYSTEM

SEISMIC RESISTANCE

SMOKE CONTROL

SPECIAL CASES

EROSION AND SEDIMENT REDUCTION /

STORMWATER MANAGEMENT

NOT REQUIRED - NO SITE WORK

regional location maps

100 mile location map project location map

Yes

ASTM D698

ASTM D1557

ASTM D1557

AASHTO

AASHTO

NOTE: REFER TO CIVIL PLANS

DWG CONSULTING ENGINEERS

1009 Ana Knapp Blvd., Suite 202 Mount Pleasant, South Carolina 29464 843.849.1141

DWG CONSULTING ENGINEERS

1009 Ana Knapp Blvd., Suite 202 Mount Pleasant, South Carolina 29464 843.849.1141

DWG CONSULTING ENGINEERS

1009 Ana Knapp Blvd., Suite 202 Mount Pleasant, South Carolina 29464 843.849.1141

ADC ENGINEERING

1226 Yeamans Hall Road Hanahan, South Carolina 29406 843.566.0161

ADC ENGINEERING

1226 Yeamans Hall Road Hanahan, South Carolina 29406 843.566.0161

LAUREN SANCHEZ DESIGN

420 King Street Charleston, South Carolina 29403 843.323.2653

S & ME, INC.

620 Wando Park Blvd.

Mount Pleasant, South Carolina 29464 843.884.0005

S & ME, INC.

620 Wando Park Blvd.

Mount Pleasant, South Carolina 29464 843.884.0005

Per Geotech Report

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CE

TIHCRADER

ET

SI

G E

R

TH CARO

LIN

A

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

OFSHEET

DA

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

CH

K B

Y:

DR

AW

N

BY

DS

GN

BY

SU

PV

CH

EN

GR

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

ARCH30 E(30X42)

G111

PR

OJ

EC

T

IN

FO

RM

AT

IO

N

GB

KR

S

SM

/30

/20

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

DKFX:11-1122 A / B

GENERAL PROJECT NOTES

1 COORDINATION DRAWINGS ARE REQUIRED FOR A PORTION OF THIS PROJECT AND SHOULD BE

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO COMPLETION OF DEMOLITION.

REFER TO KEYNOTE 31.

2 PROVIDE ACCESS PANELS WHERE NEEDED TO ACCESS VALUES, EQUIPMENT, FILTERS, ETC EVEN

IF NOT NOTED IN THE DRAWINGS.

3 DETAILS ARE SHOWN TO DESCRIBE DESIGN INTENT, COORDINATE COMPLETE SHOP DRAWINGS, SHOWING ALL CONSTRUCTION DETAILS AND LAYOUTS AS REQUIRED FOR A COMPLETE JOB, ADHERING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, WARRANTIES AND, GOVERNING CODES.

4 THE CONSTRUCTION SUBSYSTEMS AND PARTITION TYPES SHOWN INDICATE THE GENERAL

CONSTRUCTION FEATURES OF THE WORK TO BE COMPLETED. THEY ARE NOT INTENDED TO

REPRESENT THE ENTIRE CONSTRUCTION PROCSS AND ACCESSORIES USED. THE CONTRACTOR

AND SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLETED SYSTEMS AND TO BE IN

COMPLIANCE WITH GOVERNING CODES AND THE INTENT OF THE DRAWINGS.

5 CONSTRUCTION MATERIALS OR PROCESSES WHICH ARE HAZARDOUS TO WORKERS OR FUTURE

OCCUPANTS ARE NOT PERMITTED.

6 REFER TO CIVIL, LANDSCAPE, STRUCTURAL MECHANICAL, ELECTRICAL, PLUMBING OR FIRE

PROTECTION DRAWINGS FOR ADDITIONAL NOTES AND REFERENCES.

7 GENERAL CONTRACTOR AND APPLICABLE SUB CONTRACTORS SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO COMMENCING DEMOLITION AND NEW CONSTRUCTION. DO NOT SCALE DRAWINGS.

8 REFER TO SHEET C200 & C201 FOR APPROVED SITE PLAN.

9 REFER TO A000 FOR BID ALTERNATE AND ANCILLARY ITEM (AI) INFORMATION.

VESTIBULE

CARTS

CENTRAL

LOBBY

PSC

SECURITY

SCREENING

SECURE

GATE

CORRIDOR

DEPARTURE

GATE 2

DEPARTURE

GATE 1

SPEC. CAT

LOUNGE

BUSINESS

CENTER

BAGGAGE

SCREENING

FUNDS

SUPR.

DISPATCH

BREAK

ROOM

READING

ROOM

FLIGHT

CHECK-IN

COUNTER

ENHANCED

VENDING

AREA

FAMILY

LOUNGE

CRIB ROOM

ELEC.

BAGGAGE

CLAIM

DEPARTURE/ARRIVAL

GATE 3

CUSTOMS

MECHANICAL

LOST &

FOUND

MEN

WOMEN

ARRIVAL

WAITING

CAR

RENTAL

COVERED

CANOPY

AREA

BAGGAGE

BREAKDOWN

WOMENS

OPS NCOIC

OFFICE

PASSENGER

LOUNGE

GARAGE

COMM.

LOUNGE

LOBBY

TRAINING

SUPT.

OFFICE

OIC OFFICE

CONFERENCE

STO.

COPY AREA

ADMIN

BAGGAGE

BUILD UP

X-RAY

PLAY

ROOM

RESTROOM

SPRINKLER

RISER

ROOM

UNISEX

SHOWER/

CHANGING

ROOM

VESTIBULE

SHOWER/

CHANGING

ROOM

SHOWER/

CHANGING

ROOM

WOMEN

MEN

BAGGAGE

OUT

EXIT

BAGGAGE

IN

FUTURE

SCALE

TA

KE

A W

AY

B

EL

T

STORAGE

COMM.

TV ROOM

MECH./ELEC.

COMM.

CORRIDOR

ADMIN

LOBBY

GAME

ROOM

OPEN

OFFICE

CARTS

MEN

WOMEN

WOMEN

MEN

COMM.

SCALE

OPEN

OFFICE

ALCOVE

BAGGAGE

ACCESS

CORRIDOR

ENTRY

14.60" 78.00"

118 SF / 100

= 2 OCC.

134 SF / 100

= 2 OCC.

173 SF / 100

= 2 OCC.

327 SF / 100

= 4 OCC.

116 SF / 100

= 2 OCC.

132 SF / 100

= 2 OCC.

175 SF / 300

= 1 OCC.

363 SF / 100

= 4 OCC.

270 SF / 100

= 3 OCC.

410 SF / 15

= 28 OCC.

821 SF / 15

= 55 OCC.

638 SF / 15 =

43 OCC.

158 SF / 100

= 2 OCC.

326 SF / 100

= 4 OCC.

106 SF / 100

= 2 OCC.

111 SF / 100

= 2 OCC.

909 SF / 300

= 4 OCC.

161 SF / 100

= 2 OCC.

678 SF / 100

= 7 OCC.

785 SF / 15

= 53 OCC.

930 SF / 15

= 62 OCC.

196 SF / 100

= 2 OCC.

150 SF / 300

= 1 OCC.

77 SF / 100

= 1 OCC.

737 SF / 300

= 3 OCC.

1,906 SF / 20

= 96 OCC.

164 SF / 100

= 2 OCC.

2,286 SF / FIXED

SEATING = 160 OCC.

2,047 SF / FIXED

SEATING = 150 OCC.

1,3400 SF / FIXED

SEATING = 90 OCC.

1,404 SF / 15

= 94 OCC.

467 SF / 100

= 5 OCC.

456 SF / 300

= 2 OCC.

231 SF / 100

= 3 OCC.

115 SF / 100

= 2 OCC.

88 SF / 300

= 1 OCC.

695 SF / 15

= 47 OCC.

630 SF / 100

= 7 OCC.

82 SF / 300

= 1 OCC.

396 SF / 100

= 4 OCC.

7 45 45

75 75 40 40 91

22997

22997

67 SF / 300

= 1 OCC.

513 SF / 300

= 2 OCC.

100 SF / 300

= 1 OCC.

51'-6" / 3 = 17'-2"

64'-0" / 3 = 21'-4"

'-0"

/ 3

'-8"

25 26 33

BUSINESS AREA

3,854 SF / 100

= 39 OCC.

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-3

FE-1

MENS

6.75" 34.00"

0.15" 56.00"

2.00" 56.00"

0.30" 34.00"

1.50" 34.00" 7.35"

34.00"

210 SF / 100

= 3 OCC.

7.20" 34.00"

11.60"120.00"

0.60" 34.00"

1.00" 56.00"

6.75" 56.00"

6.75" 56.00"

11.25" 56.00"

11.25" 56.00"

6.00" 56.00"

6.00" 56.00"

13.70" 56.00"

21'-6"

21'-6" 21'-6"

6.00" 56.00"

6.00" 56.00"

53'-6 1/2"

13.70" 56.00"

10.50" 34.00"

7014.00" 136.00"

34.35" 78.00"

0 20.00"

136.00"97

1.80" 34.00"

7.00" 61.00"

2.00

.00"5

'-11

94'-9"

FIRE EXTINGUISHER LEGEND

FE-1 ABC SEMI-RECESSED 3-5/8" (10LB.)

FE-2 ABC SEMI-RECESSED 6" (10LB.)

FE-3 ABC BRACKET (10LB.)

Room Name

ROOM NAME & NUMBER:

REFER TO SHEET A600 FOR FINISHES

1 REVISION MARK

PLAN NORTH ARROW

KEYNOTE

COLUMN GRID MARK

LEGEND & SYMBOLS

AREA OF OCCUPANCY

CALCULATION

Egress Width

Building Code Analysis Legend

0.00" 0.00"

Egress Occupant Load

Common Path of Travel 75 foot Max (A Occupancy) 100 foot Max (B Occupancy)

Exit Access Travel Distance 250 foot Max (A Occupancy) 300 foot Max (B Occupancy)

Req'd Width

Actual Width

Occupant Load

Travel Direction

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CE

TIHCRADER

ET

SI

G E

R

TH CARO

LIN

A

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

OFSHEET

DA

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

CH

K B

Y:

DR

AW

N

BY

DS

GN

BY

SU

PV

CH

EN

GR

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

ARCH30 E(30X42)

G112

LI

FE

S

AF

ET

Y

PL

AN

GB

KR

S

SM

/30

/20

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

DKFX:11-1122 A / B

SCALE: 3/32" = 1'-0"A040 G112

1 LIFE SAFETY PLAN

NOTE:

- MAIN EXIT REQUIRED TO BE MINIMUM WIDTH FO 64.35"

- TOTAL BUILDING OCCUPANCY = 899 PER G110

NKEYLAN NOT TO SCALE

NORTH

SIDE

SOUTH

SIDE

larryb Text Box V100 larryb Typewritten Text larryb Text Box

TOPOGRAPHIC SURVEY

larryb Text Box larryb Text Box leeannh Typewritten Text leeannh Typewritten Text leeannh Typewritten Text leeannh Sticky Note Unmarked set by leeannh leeannh Sticky Note None set by leeannh leeannh Text Box

DKFX 11-1122 A/B