Attachment_4_-_Drawings_dated_12_Aug_16.pdf

G

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B I L

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

REGISTERED A RCHITECT

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I N62 8T H

SEAL AREA

OFSHEET

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

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ON

SC

ANSI D(22X34)

APPROVED BY:

SUBMITTED BY:

CHIEF ENGINEER

CIVIL ENGINEER

FIRE CHIEF

SAFETY

BIO-ENVIRONMENTAL ENG.

USING AGENCY

BASE COMMUNICATIONS CONSTRUCTION MANAGEMENT

CORROSION ENGINEER

SECURITY POLICE

PROJECT ENGINEER

MAINTENANCE ENGINEERING

SIGNATURES

G001

C

OV

ER

S H

EE

T

GB

A

MC

M

SM

/1 2/

DKFX 14-1065

RE

PA

IR

H

VA

C

CO

MB

AT

C

AM

ER

A

FA

CI

LIT

Y, BL

DG

1, A

IR

B

AS

E

DKFX 14-1065

REPAIR HVAC COMBAT CAMERA FACILITY, BUILDING 241

JOINT BASE CHARLESTON (AIR BASE)

SOUTH CAROLINA

12 AUGUST 2016

MEP & FP ENGINEER

ARCHITECT

DWG, INC

1099 ANNA KNAPP BOULEVARD; SUITE 202

MOUNT PLEASANT, SOUTH CAROLINA

(843)849.1141

GLICK BOEHM & ASSOCIATES

493 KING STREET, SUITE 100

CHARLESTON, SOUTH CAROLINA

(843)577.6377

1083552405C Typewritten Text Attachment 4 FA441818R0010

CHARLESTON

GEORGETOWN

BEACH

MYRTLE

WILMINGTON

CHARLOTTE

ORANGEBURG

FLORENCE

COLUMBIA

E o o p p p p op p o

SOUTH CAROLINA

NORTH CAROLINA

AT

LA

NT

IC

O

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AN

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178 NORTH

SUMTER

E

AUGUSTA

GREENVILLE

p p

GEORGIA

SAVANNAH

SPARTANBURG

20p JBC-WS

SKEET

RANGE 790

YOU

TH

ATH

LETI

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FIEL

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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

LA

SS

DI

V.

.1

,0 L B S N.

E.

W

CLA

SS/

DIV.

1.1

700'

CLASS/DIV.1.1

700'

C

LASS/

DIV.1.1

0'

CL

AS

S/

DIV

.1.

CLASS/DIV. 1.1 30,000 LBS N.E.W.

CLASS/D

IV. 1.1

30,000

LBS N.

E.W.

CL

AS

S/

DIV

. 1

.1

,00

LB

S N.E

.W.

CLA

SS/

DIV

. 1

.1

30, LB

S N .E.W

CLASS/

DIV. 1.1

30,0

00 LBS

N.E.W.

CLA

SS/

DIV

. 1

.1

0,0

LBS

N.

E.W

CLASS/DIV. 1.1

30,000 LBS N.E

.W.

CLASS/DIV. 1.1 30,000 N.E.W.

C

LA

SS

D

IV

.1

,0

LB

S

N .E .W

0'

C

LA

SS

/D

IV

.1 .1

2.

LB

S N.

E.

W.

800'

C

LASS/

D

IV.

LB

S N .E.W

.(P

ER

B

AY)

800'

CLASS/DIV. 1

100 LBS N.E.W.(PER BAY)

400'

C

LASS/

DV. 1.1

20.2 LB

S N.E.W

400'

CLASS/DIV. 1.120.2 LBS N.E.W.

225'

CLASS/DIV. 1.3

30,000 LBS

1250'

1250'

1250'

1250'

1250'

500'CLASS 1 DIV

1.1 10.5 LBS

10.5 LBS N.E.W.

10.

5 L

BS

N.E

.W.

10.5 LB

S N.E.W

.5

LB

S N.

E.W

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 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

3417 342

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

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 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 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

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

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S

T LAWSON DR

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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

V E

F R

IC

AV

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

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

DORCHESTER GATE

PASS & ID

BASE CONTRACTING

BUILDING 503

SECURITY POLICE

BUILDING 254

PROJECT SITE

BUILDING 241

BASE FIRE

DEPARTMENT

BUILDING 168

HAUL ROUTE

RIVERS GATE

CE ADMIN FACILITY

BUILDING 721

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

WAN

DO RIVE

R

GLENN M

cCONNEL PKW

YBEES FERRY ROAD

CHARLESTON

COUNTY

LANDFILL

HAUL ROUTE

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

REGISTERED A RCHITECT

IR

A D

M AN

COM

MO

IT Y

B I L

G

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

DA

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PR

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B

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AP

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'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

ME

NT

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AIR

F

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AIR

M

OB

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D R A W

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CH

K

BY

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B Y:

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CH

AR

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SC

ANSI D(22X34)

G110

PR

OJ

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T

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FO

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GB

A

MC

M

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/1 2/

DKFX 14-1065

RE

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SOUTH CAROLINA MAP

JOINT BASE CHARLESTON - AIR BASE MAP CHARLESTON, SC

SHEET INDEX

DRAWING LIST

Sht. No. Sheet Title # Total E002 ELECTRICAL SCHEDULES 25 of 33 E010 ELECTRICAL ONE-LINE DIAGRAM 26 of 33 E050 ELECTRICAL PANEL SCHEDULES 27 of 33 ED101 1ST FLOOR ELECTRICAL DEMOLITION PLAN 28 of 33 ED102 2ND FLOOR ELECTRICAL DEMOLITION PLAN 29 of 33 E101 1ST FLOOR POWER PLAN 30 of 33 E102 2ND FLOOR POWER PLAN 31 of 33 E201 1ST FLOOR LIGHTING PLAN 32 of 33 E202 2ND FLOOR LIGHTING PLAN 33 of 33

DRAWING LIST

Sht. No. Sheet Title # Total

MECHANICAL

M001 HVAC - NOTES & LEGENDS 12 of 33 M002 HVAC SCHEDULES 13 of 33 M003 HVAC SCHEDULES 14 of 33 M004 HVAC DETAILS 15 of 33 M005 HVAC DETAILS 16 of 33 M006 HVAC DETAILS 17 of 33 M007 HVAC DETAILS 18 of 33 M051 1ST FLOOR HVAC DEMOLITION PLAN 19 of 33 M052 2ND FLOOR HVAC DEMOLITION PLAN 20 of 33 M101 1ST FLOOR HVAC PLAN 21 of 33 M201 2ND FLOOR AND MEZZANINE HVAC PLAN 22 of 33 M500 MECHANICAL ELEVATIONS & ENLARGED VIEWS 23 of 33

ELECTRICAL

E001 ELECTRICAL NOTES & LEGENDS 24 of 33

DRAWING LIST

Sht. No. Sheet Title # Total

GENERAL

G001 COVER SHEET 1 of 33 G110 PROJECT INFORMATION 2 of 33

ARCHITECTURAL

A000 GENERAL ARCHITECTURAL INFORMATION 3 of 33 A001 EXISTING FIRST FLOOR PLAN 4 of 33 A002 EXISTING SECOND FLOOR PLAN 5 of 33 A010 1ST FLOOR REFLECTED CEILING PLAN - DEMO 6 of 33 A011 2ND FLOOR REFLECTED CEILING PLAN - DEMO 7 of 33 A120 1ST FLOOR REFLECTED CEILING PLAN - NEW 8 of 33 A121 2ND FLOOR REFLECTED CEILING PLAN - NEW 9 of 33 A200 ELEVATION & DETAILS 10 of 33 A571 ACOUSTIC CEILING TILE SEISMIC DETAILS 11 of 33

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ACT ACOUSTICAL CEILING TILE

B/ BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BRG BEARING

CA CAST ACRYLIC

CI CONTINUOUS INSULATION

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

DET DETAIL

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL OR ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

ET EPOXY TERRAZO

EW EACH WAY

EXIST EXISTING

EXP EXPOSED (TO STRUCTURE)

EXT EXTERIOR

FACT FACTORY FINISH

FD FLOOR DRAIN

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FIN FINISH (ED)

FL OR FLR FLOOR

FOB FACE OF BRICK

FOF FACE OF FINISH

FOS FACE OF STUD

FT FOOT/FEET

G GROUT

GA GAGE, GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS, GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

INSUL INSULATION

JT JOINT

LAV LAVATORY

LP LOW POINT

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MT METAL THRESHOLD

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO OR # NUMBER

N NORTH

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPG OPENING

OPP OPPOSITE

PL PLASTIC LAMINATE

PNT PAINT

RAD RADIUS

RCP REFLECTED CEILING PLAN

REQ'D REQUIRED

R RISER

RD ROOF DRAIN

REINF REINFORCED

REV REVERSED

RO ROUGH OPENING

SC SOLID CORE

SF STOREFRONT

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STL STEEL

SV SHEET VINYL FLOORING

SUSP SUSPENDED

T/ TOP OF

T TREAD

TBB TILE BACKERBOARD

TEMP TEMPORARY

THK THICK

TP TOILET PARTITION

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VPAB VAPOR PERMEABLE

AIR BARRIER

VWC VINYL WALL COVERING

WD WOOD

W/ WITH

W/O WITHOUT

WT WALL TILE

ABBREVIATIONS

55 View Name

SCALE: 1/8" = 1'-0"A101 A101

TYPICAL SYMBOLS USED ON ALL

ARCHITECTURAL SHEETS

3-PART DETAIL TITLE WITH DETAIL NUMBER,

REFERENCE SHEET NO & ORIGINATION SHEET

NO.: USED TO IDENTIFY DETAILS THAT NEED TO

BE REFERENCED BOTH TO THE DETAIL CUT AS

WELL AS WHERE IT IS DRAWN.

A101

3-PART WALL SECTION CALLOUT KEY WITH

DETAIL NUMBER, REFERENCE SHEET WHERE

DETAIL IS KEYED & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

A101

A101

3-PART BUILDING SECTION CALLOUT KEY WITH

DETAIL NUMBER, REFERENCE SHEET WHERE

DETAIL IS KEYED & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

A101

A101 A101

ELEVATION CALLOUT KEY WITH DETAIL NUMBER

& SHEET REFERENCE WHERE DETAIL IS DRAWN.

A101 A101

3-PART ELEVATION CALLOUT KEY WITH DETAIL

NUMBER, REFERENCE SHEET WHERE DETAIL IS

KEYED & SHEET REFERENCE WHERE DETAIL IS

DRAWN.

A101

0' 2' 4' 8' 16'

GRAPHIC SCALE OF A SHEET OR DETAIL

2 HOUR FIRE RATED WALL: SEE WALL TYPES

3 HOUR FIRE RATED WALL: SEE WALL TYPES

4 HOUR FIRE RATED WALL: SEE WALL TYPES

SMOKE RATED WALL: SEE WALL TYPES

Room name

ROOM NAME & NUMBER:

SEE SHEET A6xx FOR FINISHES

SPOT ELEVATION MARK

WALL TYPES: SEE SHEET A5xx FOR TYPES

REVISION MARK

VERTICAL DATUM MARKER

KEYNOTE

COLUMN GRID MARK

101A

CENTERLINE

DOOR MARK: SEE SHEET A6xx FOR

SCHEDULE, TYPES AND FRAME ELEVATIONS

WINDOW MARK: SEE SHEET A6xx FOR

SCHEDULE AND FRAME ELEVATIONS

CMU WALL: SEE WALL TYPES, SHT. A5xx

STUD WALL: SEE WALL TYPES, SHT. A5xx

EXISTING WALL TO REMAIN

DEMOLISHED WALL

A1

LEGEND & SYMBOLS

W8

1 HOUR FIRE RATED WALL: SEE WALL TYPES

0 EXISTING COLUMN GRID MARK

PLAN NORTH ARROW

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

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SC

ANSI D(22X34)

A000

GE

NE

RA

L

AR

C H

IT

EC

TU

RA

L

IN

FO

RM

AT

IO

N

GB

A

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RE

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H

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C

CO

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AT

C

AM

ER

A

FA

CI

LIT

Y, BL

DG

1, A

IR

B

AS

UP

UP

A B

CHIEF

COMMANDER

1ST SGT.

UDM

LOBBY

LOCKER

OFFICE

TEAM B

CONFERENCE ROOM

SUPPLY

CORRIDOR

OFFICE

WOMENS LOCKER

ROOM

MENS LOCKER ROOM

ARMORY

COMSEC

119A

MAINTENANCE

MOBILITY AREA

ROOM

MECH

132 WORKOUT ROOM

SUPPLY ROOM

BUDGET OFFICE

STORAGE

114B

STORAGE

114A

COMMANDERS

CONFERENCE ROOM

STORAGE

108A

STAIR

SPRINKLER

SHOWER

110B

LATRINE

110A

OFFICE

AVID 1

AVID

STORAGE

DTS STATIONS

CSS

DO

AVID 4

AVID 3

MENS SHOWER

SIMULATION ROOM

EIC

MATERNITY

127 STOR.

124A

LOGISTICS NCOIC

NETWORK

SERVER RM

133A

COORIDOR

OFFICE

137A

FLYING OP.

BREAK RM

C D E F G

80115

3 2 8

LOCKER RM

GOVERNMENT WILL REMOVE ALL COMPUTERS,

MONITORS, TV'S, AND AV EQUIPMENT.

NOTES

2 THE CONTRACTOR SHALL REMOVE, STORE AND

PROTECT EXISTING LOOSE FURNITURE. ALL FUNITURE

SHALL BE REINSTALLED AT END OF PROJECT. ANY

FURNITURE THAT IS DAMAGED SHALL BE REPLACED.

CHARLESTON

NO. 2676

GARY J. BOEHMST

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ANSI D(22X34)

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ST

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SCALE: 1/8" = 1'-0"A001

1 EXISTING FIRST FLOOR

0' 4' 8' 16'

UP

OFFICE

MECHANICAL

STAIR

ALPHA FLIGHT

COMMANDER

PHOTO FLT CC

ALPHA FLIGHT CHIEF

ELEMENT LEADERS

ELEMENT LEADERS

C FLIGHT CHIEF

OFFICE

OFFICE

OFFICE

OFFICE

OPEN OFFICE

OPEN OFFICE

STEP

UP

OFFICE

AUI05

OFFICE

MEZZ

COORIDOR

C D E F G

GOVERNMENT WILL REMOVE ALL COMPUTERS,

MONITORS, TV'S, AND AV EQUIPMENT.

NOTES

2 THE CONTRACTOR SHALL REMOVE, STORE AND

PROTECT EXISTING LOOSE FURNITURE. ALL FUNITURE

SHALL BE REINSTALLED AT END OF PROJECT. ANY

FURNITURE THAT IS DAMAGED SHALL BE REPLACED.

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

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ANSI D(22X34)

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AN

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SCALE: 1/8" = 1'-0"A002

1 EXISTING SECOND FLOOR

A200

A B

TYP.

TYP.

D2

D2

D2

D4

D4

TYP.

D5

D4

TYP.

D4

D2

D2

D2

D2

D2 D2

D2

D2

D2 D2

D2

D2

TYP.

D2

D2

D2

D2

D2

D2

D2 D2

D2

D2

D2

D2

D2 D2

D2

D2 D2

D2 D1

D1D1

D1D1

D1D1

D1

D1

D2

D1D1

D1 D1

D1

D1

D1

D1

D1

D2

D2

D2

D2

D2

C D F

D7 D7

D10

D10

D10

D10

KEYNOTE

DEMOLITION RCP LEGEND

2'X4' ACT CEILING GRID SYSTEM TO BE

DEMOLISHED

EXISTING WINDOW TO REMAIN

GYPSUM BOARD CEILING SYSTEM TO BE

DEMOLISHED

2'x4' FLUORESCENT LIGHT TO BE DEMOLISHED

CEILING MOUNTED SUPPLY GRILLES TO BE

DEMOLISHED

RECESSED DOWNLIGHT TO BE DEMOLISHED

1'x4' CEILING MOUNTED STRIP LIGHT TO BE

DEMOLISHED

EXISTING INTERIOR WALL TO REMAIN

EXISTING EXTERIOR WALL TO REMAIN

CEILING MOUNTED SUPPLY GRILLES TO BE

DEMOLISHED

CEILING MOUNTED RETURN GRILLES TO BE

DEMOLISHED

Room Name

ROOM NAME & NUMBER:

REFER TO SHEET A600 FOR FINISHES

CEILING MOUNTED RETURN GRILLES TO BE

DEMOLISHED

EXIT SIGN TO BE DEMOLISHED

CEILING MOUNTED SMOKE DETECTOR TO BE

DEMOLISHED

CEILING MOUNTED HEAT SENSOR TO BE

DEMOLISHED

CEILING MOUNTED SPEAKER TO BE DEMOLISHEDSP

HD

SD

HIGH BAY LIGHT TO BE DEMOLISHED

SURFACE MOUNTED LIGHT TO BE DEMOLISHED

DEMOLISH 2X2 ACT CELING GRID SYSTEM AND

BATT INSULATION ABOVE CEILING

DEMOLITION RCP PLAN NOTES

REFER TO A011 FOR GENERAL DEMOLITION NOTES.1

DEMOLITION PLANS WERE CREATED USING EXISTING

PLANS PROVIDED BY THE USERS, THUS ALL

DIMENSIONS ARE +/- AND SHOULD BE FIELD VERIFIED.

CHARLESTON

NO. 2676

GARY J. BOEHMST

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A010

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SCALE: 1/8" = 1'-0"A010

1 1ST FLOOR REFLECTED CEILING PLAN - DEMO

0' 4' 8' 16'

NOTE:

ONLY KEYNOTES INDICATED ON THIS SHEET ARE INDICATED.

THE INTENT OF THE WORK REMAINS.

DEMO KEYNOTES

D1 DEMOLISH EXISTING CEILING MOUNTED

FIXTURES, INCLUDING BUT NOT LIMITED TO:

LIGHTING, SUPPLY GRILLES, SMOKE

DETECTORS, AND SECURITY EQUIPMENT.

D2 DEMOLISH EXISTING ACOUSTICAL CEILING

SYSTEM, INCLUDING BUT NOT LIMITED TO

WALL TRIM, TRACKS, CLIPPING FASTENERS

AND HANGER WIRES BACK TO STRUCTURE.

REFER TO MECHANICAL, ELECTRICAL AND

FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION.

D4 DEMOLISH EXISTING GYPSUM CEILING

SYSTEM. REFER TO MECHANICAL,

ELECTRICAL AND FIRE PROTECTION

DRAWINGS FOR ADDITIONAL INFORMATION.

D5 REMOVE EXISTING CEILING FANS AND TURN

OVER TO THE GOVERNMENT.

D7 DEMOLISH EXISTING SLIDE UP DOOR.SEE

1/A200

D10 EXISTING STORAGE CAGES TO REMAIN.

PROTECT DURING DEMOLITION AND NEW

CONSTRUCTION.

C D E F G

TYP.

TYP. TYP.

TYP.

D2

D2

D1

D2

TYP.

D2TYP.

D2

D2

D2 D2

D2D2

D2D2 D2 D2

D2 D2D2 D2

TYP.

D6

D1

D8

KEYNOTE

DEMOLITION RCP LEGEND

2'X4' ACT CEILING GRID SYSTEM TO BE

DEMOLISHED

EXISTING WINDOW TO REMAIN

GYPSUM BOARD CEILING SYSTEM TO BE

DEMOLISHED

2'x4' FLUORESCENT LIGHT TO BE DEMOLISHED

CEILING MOUNTED SUPPLY GRILLES TO BE

DEMOLISHED

RECESSED DOWNLIGHT TO BE DEMOLISHED

1'x4' CEILING MOUNTED STRIP LIGHT TO BE

DEMOLISHED

EXISTING INTERIOR WALL TO REMAIN

EXISTING EXTERIOR WALL TO REMAIN

CEILING MOUNTED SUPPLY GRILLES TO BE

DEMOLISHED

CEILING MOUNTED RETURN GRILLES TO BE

DEMOLISHED

Room Name

ROOM NAME & NUMBER:

REFER TO SHEET A600 FOR FINISHES

CEILING MOUNTED RETURN GRILLES TO BE

DEMOLISHED

EXIT SIGN TO BE DEMOLISHED

CEILING MOUNTED SMOKE DETECTOR TO BE

DEMOLISHED

CEILING MOUNTED HEAT SENSOR TO BE

DEMOLISHED

CEILING MOUNTED SPEAKER TO BE DEMOLISHEDSP

HD

SD

HIGH BAY LIGHT TO BE DEMOLISHED

SURFACE MOUNTED LIGHT TO BE DEMOLISHED

DEMOLISH 2X2 ACT CELING GRID SYSTEM AND

BATT INSULATION ABOVE CEILING

CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY

OF BUILDING MATERIALS STORED ON SITE DURING

CONSTRUCTION.

GENERAL DEMOLITION NOTES

2 BEFORE BEGINNING CONSTRUCTION OR DEMOLITION

ACTIVITES THE CONTRACTOR SHALL TAKE FIELD

MEASUREMENTS, VERIFY EXISTING CONDITIONS,

COMPARE RESULTS WITH INFORMATION PROVIDED AND

NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES

PRIOR TO ORDERING MATERIALS AND/OR

COMMENCEMENT OF WORK.

3 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING

FOR OTHER DEMOLITION. CONTRACTOR TO COORDINATE

DEMOLITION REQUIRED BY OTHER DISCIPLINES AND

COMPLETE PREPARATION FOR NEW WORK.

4 THE EXTENT OF DEMOLITION INDICATED IS BASED ON AS

BUILT DRAWING PROVIDED BY THE OWNER AND FIELD

OBSERVATIONS. ANY DISCREPANCIES BETWEEN ACTUAL

CONDITIONS AND THOSE INDICATED ARE TO BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER AS SOON AS DISCREPANCIES ARE

DISCOVERED.

5 IF THE CONTRACTOR ENCOUNTERS MATERIALS

BELIEVED TO BE ASBESTOS OR LEAD, HE SHALL

IMMEDIATELY STOP WORK IN THE AFFECTED AREA AND

REPORT THE CONDITION TO THE CONTRACTING

OFFICER IN WRITING. WORK IN THE AFFECTED AREA

SHALL NOT BE RESUMED EXCEPT BY WRITTEN

NOTIFICATION THAT THE MATERIAL IN QUESTION IS NOT

ASBESTOS OR LEAD AND HAS BEEN DECLARED

HARMLESS.

6 WHERE EXISTING WALL, CEILING, ROOF OR FLOOR

SYSTEMS ARE TO REMAIN AND ARE DISTURBED BY

DEMOLITION, THEY SHALL BE REPAIRED AS REQUIRED

TO MATCH ORIGINAL INTERGRITY AND ADJACENT

CONSTRUCTION.

7 CONTRACTOR SHALL REMOVE ALL ABANDONED OR

UNNECESSARY PIPING, DUCT, WIRING CONDUIT AND/OR

ANCHORS, COMPLETE.

8 GOVERNMENT SHALL REMOVE AND STORE COMPUTER

EQUIPMENT, AUDIO VISUAL EQUIPMENT, MONITORS, ETC.

PRIOR TO STARTING CONSTRUCTION.

9 CONTRACTOR SHALL REMOVE AND STORE FURNITURE

PRIOR TO STARTING CONSTRUCTION AND REINSTALL

FURNITURE WHEN CONSTRUCTION IS COMPLETE.

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

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ANSI D(22X34)

A011

2N D

FL

OO

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1, A

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AS

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SCALE: 1/8" = 1'-0"1 2ND FLOOR REFLECTED CEILING PLAN - DEMO

0' 4' 8' 16'

NOTE:

ONLY KEYNOTES INDICATED ON THIS SHEET ARE INDICATED.

THE INTENT OF THE WORK REMAINS.

DEMO KEYNOTES

D1 DEMOLISH EXISTING CEILING MOUNTED

FIXTURES, INCLUDING BUT NOT LIMITED TO:

LIGHTING, SUPPLY GRILLES, SMOKE

DETECTORS, AND SECURITY EQUIPMENT.

D2 DEMOLISH EXISTING ACOUSTICAL CEILING

SYSTEM, INCLUDING BUT NOT LIMITED TO

WALL TRIM, TRACKS, CLIPPING FASTENERS

AND HANGER WIRES BACK TO STRUCTURE.

REFER TO MECHANICAL, ELECTRICAL AND

FIRE PROTECTION DRAWINGS FOR

ADDITIONAL INFORMATION.

D6 DEMOLISH EXISTING HIGH BAY LIGHTS.

D8 DEMOLISH DOOR AND TRANSOM FRAME AND

DOUBLE DOORS.

T T

T

T T

T T

T

T

T

T

T T

T

T

T

T

T

T

T

T

A200

A B

8' - 0"

10' - 0"

8' - 0"

10' - 0"

8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

8' - 0" 8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

C D E F G

T

REFLECTED CEILING PLAN NOTES

CEILING GRIDS AND/OR TILES TO BE CENTERED IN ALL

ROOMS IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE.

PARTIAL TILES SHALL NOT BE LESS THAN 6 INCHES IN

EITHER DIMENSION.

SPRINKLER HEADS ARE TO BE CENTERED IN CEILING TILES.

NO EXCEPTIONS.

COORDINATE REFLECTED CEILING PLANS WITH

ELECTRICAL, MECHANICAL, STRUCTURAL, FIRE

PROTECTION AND ROOM FINISH SCHEDULE.

IN THE CASE OF MINOR DISCREPANCIES IN THE LOCATION

OF CEILING MOUNTED COMPONENTS THE REFLECTED

CEILING PLAN SHALL GOVERN. IN THE CASE OF MAJOR

DISCREPANCIES, THE CONTRACTING OFFICER SHALL BE

NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.

REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS

FOR MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING

IS INDICATED OR REQUIRED.

LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS,

SPEAKERS, GENERAL ALARM SPEAKERS/STROBES AND

OTHER DEVICES SHALL BE CENTERED IN THE CEILING TILES

IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE.

REFER TO MECHANICAL AND ELECTRICAL FOR LOCATIONS.

CEILING SEISMIC DETAILS ARE PROVIDED TO ILLUSTRATE

THE GENERAL REQUIREMENTS OF CISCA GUIDELINES FOR

SEISMIC RESTRAIN AND IBC CHAPTER 16. CONTRACTOR IS

RESPONSIBLE FOR MEETING ALL APPLICABLE PROVISIONS

OF THE STANDARDS. IN CASE OF CONFLICT THE MORE

STRINGENT REQUIREMENT SHALL PREVAIL.

REFER TO A571 FOR RCP SEISMIC REQUIREMENTS AND

DETAILS.

ALL CEILING HEIGHTS SHOWN ON PLAN ARE +/-. CEILING

HEIGHTS SHALL MATCH EXISTING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

KEYNOTE

RCP LEGEND

2'X2' ACT CEILING GRID SYSTEM

EXISTING 8" CMU WALL TO REMAIN

EXISTING CMU AND BRICK VENEER WALL TO

REMAIN

GYPSUM BOARD CEILING SYSTEM

2'x4' LIGHT

1'x4' CEILING MOUNTED LIGHT

RECESSED DOWNLIGHT

2'x2' LIGHT

CEILING MOUNTED SUPPLY GRILLES

CEILING MOUNTED RETURN GRILLES

2'X2' ACT CEILING GRID SYSTEM W/ FOIL

FACED BATT INSULATION INSTALLED

ABOVE CEILING. FOIL FACE UP TOWARDS

NON-CONDITIONED SPACE.

1' X 2' CEILING MOUNTED SUPPLY GRILLES

EXIT SIGN

CEILING MOUNTED SMOKE DETECTOR

CEILING MOUNTED HEAT SENSOR

CEILING MOUNTED SPEAKERSP

HD

SD

EXHAUST FAN

HIGH BAY LIGHT W/ DIA EMERGENCY

HIGH BAY LIGHT

OCCUPANCY SENSOROS

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

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DRAWING SIZE:

PROJECT NO.

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AR

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SC

ANSI D(22X34)

A120

1S T

FL

OO

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SCALE: 1/8" = 1'-0"1 1ST FLOOR REFLECTED CEILING PLAN - NEW

T

T

T

T

T

C D E F G

MECH.

MEZZANINE

REFLECTED CEILING PLAN NOTES

CEILING GRIDS AND/OR TILES TO BE CENTERED IN ALL

ROOMS IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE.

PARTIAL TILES SHALL NOT BE LESS THAN 6 INCHES IN

EITHER DIMENSION.

SPRINKLER HEADS ARE TO BE CENTERED IN CEILING TILES.

NO EXCEPTIONS.

COORDINATE REFLECTED CEILING PLANS WITH

ELECTRICAL, MECHANICAL, STRUCTURAL, FIRE

PROTECTION AND ROOM FINISH SCHEDULE.

IN THE CASE OF MINOR DISCREPANCIES IN THE LOCATION

OF CEILING MOUNTED COMPONENTS THE REFLECTED

CEILING PLAN SHALL GOVERN. IN THE CASE OF MAJOR

DISCREPANCIES, THE CONTRACTING OFFICER SHALL BE

NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.

REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS

FOR MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING

IS INDICATED OR REQUIRED.

LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS,

SPEAKERS, GENERAL ALARM SPEAKERS/STROBES AND

OTHER DEVICES SHALL BE CENTERED IN THE CEILING TILES

IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE.

REFER TO MECHANICAL AND ELECTRICAL FOR LOCATIONS.

CEILING SEISMIC DETAILS ARE PROVIDED TO ILLUSTRATE

THE GENERAL REQUIREMENTS OF CISCA GUIDELINES FOR

SEISMIC RESTRAIN AND IBC CHAPTER 16. CONTRACTOR IS

RESPONSIBLE FOR MEETING ALL APPLICABLE PROVISIONS

OF THE STANDARDS. IN CASE OF CONFLICT THE MORE

STRINGENT REQUIREMENT SHALL PREVAIL.

REFER TO A571 FOR RCP SEISMIC REQUIREMENTS AND

DETAILS.

ALL CEILING HEIGHTS SHOWN ON PLAN ARE +/-. CEILING

HEIGHTS SHALL MATCH EXISTING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

KEYNOTE

RCP LEGEND

2'X2' ACT CEILING GRID SYSTEM

EXISTING 8" CMU WALL TO REMAIN

EXISTING CMU AND BRICK VENEER WALL TO

REMAIN

GYPSUM BOARD CEILING SYSTEM

2'x4' LIGHT

1'x4' CEILING MOUNTED LIGHT

RECESSED DOWNLIGHT

2'x2' LIGHT

CEILING MOUNTED SUPPLY GRILLES

CEILING MOUNTED RETURN GRILLES

2'X2' ACT CEILING GRID SYSTEM W/ FOIL

FACED BATT INSULATION INSTALLED

ABOVE CEILING. FOIL FACE UP TOWARDS

NON-CONDITIONED SPACE.

1' X 2' CEILING MOUNTED SUPPLY GRILLES

EXIT SIGN

CEILING MOUNTED SMOKE DETECTOR

CEILING MOUNTED HEAT SENSOR

CEILING MOUNTED SPEAKERSP

HD

SD

EXHAUST FAN

HIGH BAY LIGHT W/ DIA EMERGENCY

HIGH BAY LIGHT

OCCUPANCY SENSOROS

PROVIDE NEW DOOR/TRANSOM H.M. FRAME, H.M.

DOORS, AND DOOR HARDWARE

NEW KEYNOTES

2 PROVIDE STEEL SHIPS LADDER TO ACCESS PANEL

ABOVE

3 PROVIDE 3'X3' ACCESS PANEL BOTTOM OF ACCESS

PANEL 9' +/- ABOVE MECH. MEZZANINE FLOOR.

4 PROVIDE HASP DOOR HARDWARE FOR PADLOCK AT

EXISTING DOOR. PADLOCK TO BE PROVIDED BY

GOVERNMENT.

DOOR SCHEDULE

7'

0"

FI

EL

D V

ER

IF

Y

F1

D1

FRAME ELEVATIONS

DOOR ELEVATIONS

6' - 0"

NOTES:

PROVIDE SOLID

METAL PANEL

SEALED AIR AND

WATER TIGHT

1. INSTALL NEW FRAME IN EXISTING OPENING. FIELD VERIFY DIMENSIONS OF EXISTING OPENING.

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

REGISTERED A RCHITECT

IR

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OFSHEET

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PROJECT NO.

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SCALE: 1/8" = 1'-0"1 2ND FLOOR REFLECTED CEILING PLAN - NEW

0' 4' 8' 16'

TAG MATERIAL TYPE HEIGHT WIDTH THICKNESS FINISH

FRAMES FIRE

RATING

HARDWARE

SET NOTESTYPE FINISH

01 H.M. 01 7' - 0" 6' - 0" 1 3/4" PT F1 PT N/A 01 1.2 3'-0" EA.

A200

A200

NEW MTL. PANELS TO

MATCH EXISTING

A200

A200

OVERHEAD DOOR

10' X 10'

OVERHEAD DOOR

ASSEMBLY BY OVERHEAD

DOOR MANUFACTURER

INSULATED DOOR

RIGID BATT. INSULATION

6" METAL STUDS @ 16' O.C.

5/8 GYP. BD. SHEATHING

WEATHER BARRIER

METAL PANELS TO MATCH EXISTING

METAL FLASHING

PAINTED 5/8"

GYP. BD.

3 X 8 TUBE STEEL

SEALANT

HSS 8X2X1/4 (ASTM A500 GRADE B)

CONT. BETWEEN EXISTING JAMBS.

ATTACH TO JAMBS WITH 1/4"

FILLET WELD ALL AROUND

EXISTING STEEL CHANNEL

OVERHEAD DOOR GUIDE

JAMBS BY OVERHEAD

DOOR MANUFACTURER

INSULATED DOOR

CURTAIN

EXISTING CMU WALL

EXISTING BRICK

D

DEMOLISH EXIST. MTL. PLANELS

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

REGISTERED A RCHITECT

IR

A D

M AN

COM

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IT Y

B I L

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I N62 8T H

SEAL AREA

OFSHEET

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DRAWING SIZE:

PROJECT NO.

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ANSI D(22X34)

A200

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SCALE: 1/4" = 1'-0"A200

2 NEW ELEVATION

SCALE: 3" = 1'-0"A200 A200

3 EXTERIOR OVERHEAD DOOR HEAD

SCALE: 3" = 1'-0"A200 A200

4 EXTERIOR OVERHEAD DOOR JAMB

DEMOLISH EXISTING SLIDE UP DOOR DEMOLISH EXISTING SLIDE UP DOOR

SCALE: 1/4" = 1'-0"A010 A200

1 DEMOLITION ELEVATION

CEILING GRID CLIPS OR METAL

CLIPS FASTENED TO CEILING

GRID (MAIN TEES) TO SUPPORT

HVAC GRILLE

HVAC GRILLE

OR TERMINAL

No. 9 GAGE HANGER

WIRE, TYP. WHEN DEVICE

IS > 20 LBS.

SUS'D ACT

CEILING GRID

SUSPENDED

CEILING TILE

LIGHT FIXTURE

MOUNTING

BRACKET

LIGHT FIXTURE

SEE ELECT. DWGS

SUSP'D CLG

GRID "TEE"

SUPPORT WIRE:

MAY BE SLACK

8" MAX.

MAIN "TEE"

POP RIVET

WALL

ANGLE TO

GRID

"RESTRAINED

CONDITION"

2" WIDE

WALL ANGLE

FASTEN TO

WALL

105/128" MAX.

HANGER WIRE, NOT

MORE THAN 1 IN 6

OUT OF PLUMB

STABILIZER

BAR

CROSS "TEE"

8" MAX.

MAIN "TEE"

"TEE" BAR TO FLOAT

FREE ON WALL ANGLE

"UNRESTRAINED

CONDITION"

2" WIDE

WALL ANGLE

FASTEN TO

WALL

105/128" MAX.

HANGER WIRE, NOT

MORE THAN 1 IN 6

OUT OF PLUMB

STABILIZER

BAR

CROSS "TEE"

MAIN OR CROSS

TEES, TYP.

FASTENER AS

REQ'D BY MANUF.

EXP. JOINT COVER

FASTEN ONE SIDE ONLY

SEE PLANS FOR LOCATION

MIN.

2" SLOT

WITHIN 8" OF JOINT

SUPPPORT WIRE

VERTICAL SUPPORT

WIRE @ 4' o.c. E.W.

CROSS "TEE"

MAIN "TEE"

SPLAY WIRES (LONG DASH)

@45d FROM VERTICAL IN ROOM

GRID N & S DIRECTIONS.

SECURE TO STRUCTURE

SPLAY WIRES (SHORT DASH)

@45d FROM VERTICAL IN ROOM

GRID E & W DIRECTIONS.

SECURE TO STRUCTURE

FASTEN CLIP

TO STRUCTURE

STRUCTURE ABOVE

1-1/2" COLD ROLLED

CHANNELS @ 48" o.c.

5/8" GYPSUM BOARD

7/8" METAL HAT

CHANNELS @ 16" o.c.

SUSPENSION WIRE TO

STRUCTURE ABOVE

NOTE: FOLLOW MANUFACTURER'S

RECOMMENDATIONS FOR GAGE OF

METAL FRAMING & SUPPORT WIRE

SEALANT AND

BACKER ROD

5/8" GYPSUM BOARD

1-1/2" COLD-ROLLED

CHANNELS @ 48"o.c.

7/8" METAL HAT CHANNEL

@ 16" o.c.

WALL STRUCTURE

1/4"

6 65/128"

1/2"

3"

6"

CONTROL JOINT

(CJ)

5/8" GYPSUM

BOARD

7/8" METAL HAT

CHANNELS @ 16" o.c.

1-1/2" COLD-ROLLED

CHANNELS @ 48" o.c.

(OVERLAP 12" AT CJ)

STAGGER CR CHANNELS

AT 24" EACH SIDE OF

CONTROL JOINT

WALL "A"

WALL "C"

W

AL

L "B

W

AL

L "D

INTERSECTION STRENGTH AT MAIN / CROSS TEES

HANGER WIRE (MIN. OF 3 TWISTS)

CONNECTION @ WIRE / STRUCTURE ABOVE

MAIN TEE CLASSIFICATION

MAXIMUM OUT OF PLUMB

PERIMETER WIRE DISTANCE FROM WALLS

GRID CONNECTION TO PERIMETER WALLS

PERIMETER TEE ENDS TIED TOGETHER

SPLAY BRACING 90º APART @ 45º ANGLES

SPLAY BRACING CONNECTION STRENGTH

COMPRESSION POSTS

PARTITION ATTACHMENT

SEISMIC SEPARATION JOINT

RIGID BRACING AT CEILING PLANE CHANGES

ALL LIGHT FIXTURES ATTACHED TO GRID, TYPICAL

SURFACE MOUNTED LIGHT FIXTURE

PENDANT HUNG LIGHT FIXTURE

RECESSED LIGHT FIXTURE < 10 LBS.

LAY-IN OR RECESSED LIGHT FIXTURE, 10 TO 56 LBS

LAY-IN OR RECESSED LIGHT FIXTURE > 56 LBS.

AIR TERMINALS < 20 LBS.

AIR TERMINALS, 20 TO 56 LBS.

AIR TERMINALS > 56 LBS.

SPRINKLER HEAD CLEARANCE

MISC. PENETRATION CLEARANCE

CABLE TRAYS

CONDUIT AND PIPING

PERIMETER MOLDING WIDTH

60 LBS.

12 GAUGE @ 4' o.c. EACH WAY

NO MINIMUM REQUIREMENT

INTERMEDIATE DUTY OR HEAVY DUTY

1 IN 6 MAXIMUM

IF WALL ANGLE < 7/8" THEN 8" MAXIMUM

NOT ALLOWED

YES, WITH STABILIZER BAR

NOT REQUIRED

N/A

NOT REQUIRED

BRACE INDEPENDENT OF CEILING GRID

NOT REQUIRED

NOT REQUIRED

AT 2 POINTS UNLESS INDEPENDENTLY SUPPORTED

ATTACH TO GRID

SUPPORT DIRECTLY FROM STRUCTURE W/ 9 GA. WIRE

SUPPORT WITH ONE WIRE TO STRUCTURE

TWO WIRES TO STRUCTURE ON DIAGONAL

SUPPORT INDEPENDENTLY FROM STRUCTURE

POSITIVELY ATTACHED TO GRID

POSITIVELY ATTACH TO GRID + 2 WIRES TO STRUCTURE

SUPPORT DIRECTLY FROM STRUCTURE

3/8 INCH ON ALL SIDES

3/8 INCH ON ALL SIDES

MAY BE SUPPORTED BY GRID OR STRUCTURE

MAY BE SUPPORTED BY GRID OR STRUCTURE

7/8 INCH MINIMUM

IBC CATEGORY "C"

CISCA ZONES 0-2 UP TO 1,000 SF

180 LBS.

12 GAUGE @ 4' o.c. EACH WAY

100 LBS. MINIMUM

HEAVY DUTY

1 IN 6 MAXIMUM

8" MAXIMUM

ATTACHED TO TWO ADJACENT WALLS

YES, WITH STABILIZER BAR

NOT REQUIRED

N/A

NOT REQUIRED

BRACE INDEPENDENT OF CEILING GRID

NOT REQUIRED

YES

AT 2 POINTS UNLESS INDEPENDENTLY SUPPORTED

ATTACH TO GRID

SUPPORT DIRECTLY FROM STRUCTURE W/ 9 GA. WIRE

SUPPORT WITH ONE WIRE TO STRUCTURE

TWO WIRES TO STRUCTURE ON DIAGONAL

SUPPORT INDEPENDENTLY FROM STRUCTURE

POSITIVELY ATTACHED TO GRID

POSITIVELY ATTACH TO GRID + 2 WIRES TO STRUCTURE

SUPPORT DIRECTLY FROM STRUCTURE

2 INCH MINIMUM OPENING OR SWING JOINT

2 INCH MINIMUM OPENING OR FLEX JOINT

SUPPORT DIRECTLY FROM STRUCTURE

SUPPORT DIRECTLY FROM STRUCTURE

2 INCH MINIMUM

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.

28.

29.

30.

IBC CATEGORY "D", "E" OR

"F" - CISCA ZONES 3 & 4

SEISMIC RESTRAINTS FOR SUSPENDED ACOUSTICAL CEILINGS

# CEILING COMPONENT

GRID / WALL CLEARANCE 3/8 INCH MINIMUM 3/4 INCH MINIMUM

CHARLESTON

NO. 2676

GARY J. BOEHMST

AT

EOF SOUTH CAROLINA

REGISTERED A RCHITECT

IR

A D

M AN

COM

MO

IT Y

B I L

G

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

DA

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PR

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B

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AP

PR

'D

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

DE

PA

RT

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NT

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AIR

F

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CE

AIR

M

OB

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AR

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ON

SC

ANSI D(22X34)

A571

AC

OU

ST

IC

C

EI

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IL

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SE

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SCALE: NTSA571

1 AIR TERMINAL ATTACHMENT TO SUSP'D GRID

SCALE: NTSA571

2 CAN LIGHT ATTACHMENT

SCALE: NTSA571

3 ACT SEISMIC GRID AT WALL A1

SCALE: NTSA571

4 UNRESTRAINED GRID / WALL

SCALE: NTSA571

5 ACT EXPANSION JOINT

SCALE: NTSA571

6 ACT SEISMIC SPLAY WIRE LAYOUT1

SCALE: NTSA571

7 SUP'D GYPSUM BD. CEILING DETAIL

SCALE: NTSA571

8 WALL / CLG INTERSECTION

SCALE: NTSA571

9 GYP. BD. CLG CONTROL JOINT

SCALE: NTSA571

10 GRID WHEN ROOM < 1,000 SF

A571A571

A571

A571

A571 A571

A571A571 A571

A571

GENERAL HVAC NOTES

1. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EQUIPMENT, DUCTWORK, PIPING, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL INSTALLATION W/ THE STRUCTURE AND

OTHER TRADES AND SHALL PROVIDE ADDITIONAL OFFSETS AND FITTINGS AS NECESSARY.

2. COORDINATE WORK WITH AUTHORITY HAVING JURISDICTION AND OBTAIN ALL PERMITS AND INSPECTIONS.

3. PROVIDE OWNER WITH CERTIFICATES OF FINAL INSPECTION AND ACCEPTANCE FROM AUTHORITY HAVING JURISDICTION.

4. THE HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS SHALL COMPLY WITH THE THE CODES LISTED ON THIS SHEET

AS WELL AS ALL LOCAL CODE OFFICIAL REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN CODES, THE MOST

STRINGENT SHALL ALWAYS GOVERN.

5. DUCT DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.

6. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CLEARANCES PRIOR TO FABRICATION OR INSTALLATION OF EQUIPMENT, DUCTWORK, AND PIPING SYSTEMS. WHERE CONDITIONS REQUIRE A CHANGE IN DUCT OR PIPE ROUTING, NOTIFY THE ARCHITECT FOR AN ACCEPTABLE ALTERNATIVE METHOD. AVOID ROUTING DUCTWORK DIRECTLY OVER LIGHT FIXTURES, DIFFUSERS, AND OTHER CEILING MTD. DEVICES. LOCATE ALL MECHANICAL EQUIPMENT SO THAT FILTERS AND COMPONENTS

REQUIRING ACCESS (SERVICE AND MAINTENANCE) ARE FULLY ACCESSIBLE.

7. PROVIDE CURVED RADIUS ELBOW AT FIRST SUPPLY & RETURN FITTING FOR ALL HVAC UNITS. PROVIDE TURNING VANES IN ALL 90 DEGREE ELBOWS IN ALL RECTANGULAR SUPPLY/RETURN/EXHAUST DUCT SYSTEMS. ANY OFFSETS REQUIRED IN DUCT SYSTEMS SHALL BE INSTALLED PER MOST RECENT SMACNA MANUAL . SHARP ANGLED TRANSITIONS OR OFFSETS

'WILL NOT BE ALLOWED'. PROVIDE DUCT ACCESS DOORS AS REQUIRED.

8. INSTALL ALL DUCT MOUNTED DEVICES (DAMPERS, ACCESS DOORS, ETC.) AND PIPING SPECIALTIES IN EASILY ACCESSIBLE LOCATIONS. ADVISE THE ARCHITECT IN ADVANCE OF INSTALLATION IF ACCESS WILL BE HINDERED SO AN ALTERNATE

LOCATION CAN BE SELECTED.

9. ALL DUCT TAKE-OFFS SHALL BE INSTALLED AS SHOWN BY DETAILS ON THE PLANS WITH A MANUAL BALANCING DAMPER AT EVERY TAKE-OFF. WHERE DUCT RUN-OUT SIZE IS NOT SHOWN PROVIDE DUCT SAME SIZE AS GRILLE NECK SIZE. PRE- INSULATED FLEXIBLE DUCT MAY BE USED FOR FINAL CONNECTION TO SUPPLY GRILLES (MAX. LENGTH 5').

10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH PRESCRIBED CLEARANCES FOR SERVICE AND MAINTENANCE. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF RECOMMENDED CLEARANCES ARE NOT POSSIBLE BEFORE INSTALLING EQUIPMENT.

11. ALL ROTATING MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATION. PROVIDE FLEXIBLE NEOPRENE

DUCT CONNECTORS BETWEEN DUCTWORK AND ISOLATED MECHANICAL EQUIPMENT.

12. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF FIRE RATED WALLS/FLOORS/CEILINGS BY DUCTWORK PIPING, ETC., WITH U.L. LISTED FIRE STOPPING MATERIAL TO MAINTAIN FIRE RATING OF THE BARRIER.

13. SEISMIC PROTECTION OF EQUIPMENT, DUCTWORK, PIPING AND UTILITIES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 16 OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. ALL SEISMIC RESTRAINT AND BRACING SHALL BE SUBSTANTIATED BY MANUFACTURER'S SUBMITTALS PER THE SPECIFICATIONS. FOR ADDITIONAL INFORMATION, SEE 'SEISMIC AND WIND REQUIREMENTS FOR MECHANICAL SYSTEMS' ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF SEISMIC BRACING DEVICES WITH THE OWNER'S SEISMIC SPECIAL INSPECTOR. PROVIDE A

MINIMUM OF SEVEN DAYS ADVANCE NOTICE OF INSTALLATION.

14. BALANCE ALL AIR DISTRIBUTION DEVICES, EXHAUST FANS, AND OUTSIDE AIR QUANTITIES AS SCHEDULED OR SHOWN ON THE DRAWINGS. PROVIDE MARKERS AT ALL DAMPER LOCATIONS SHOWING FULL OPEN/CLOSED POSITIONS AND DAMPER SETTING FOR REQUIRED AIRFLOW. PROVIDE FINAL TEST AND BALANCE REPORT ALONG W/ SCHEMATIC DRAWINGS SHOWING DIFFUSER LOCATION W/ DESIGN AND ACTUAL CFM. THE DIFFUSER TAGS ON THE DRAWINGS SHALL CORRESPOND TO THE DIFFUSER TAGS ON THE REPORT. THIS REPORT SHALL BE SUBMITTED BEFORE THE FINAL INSPECTION IS PERFORMED. SEE

SPECIFICATIONS FOR FURTHER INFORMATION.

15. ALL CONTROL WIRING, CONDUIT AND CONTROLS ACCESSORIES NECESSARY TO IMPLEMENT THE OUTLINED SEQUENCES OF

OPERATION SHALL BE PROVIDED BY THE CONTROLS CONTRACTOR.

16. ALL EXPOSED PIPING AND DUCTWORK SHALL BE PAINTED. COORDINATE W/ ARCHITECTURAL PLANS/SPECIFICATIONS FOR

EXPOSED LOCATIONS AND PAINTING REQUIREMENTS.

17. SEE ARCHITECTURAL DOCUMENTS FOR ROOF PENETRATION AND FLASHING REQUIREMENTS.

18. WHERE "APPROXIMATELY" IS USED TO DEFINE INSTALLATION LOCATIONS, CONTRACTOR SHALL COORDINATE WITH ALL

OTHER TRADES TO VERIFY THERE ARE NO CONFLICTS PRIOR TO INSTALLATION AT DIMENSION LISTED.

DIRECTION OF PIPING FLOW

PIPING SLOPE

PIPE CAP

DRAIN VALVE W/ HOSE CONNECTION

RELIEF VALVEFLANGE CONNECTION

S

SOLENOID VALVE

SWING CHECK VALVE

PRESSURE REDUCING VALVE

UNION

ECCENTRIC REDUCER/INCREASER

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

END SUCTION PUMP

WYE STRAINER

GATE VALVE

CIRCUIT SETTER

TRIPLE DUTY VALVE

BALL VALVE

HVAC SYMBOL LEGEND

DESCRIPTIONSYMBOL SYMBOL DESCRIPTION

MANUAL DAMPER

FIRE DAMPER

FLEXIBLE DUCT CONNECTION

SMOKE DETECTOR (DUCT MOUNTED)

CONNECTION TO EXISTING SYSTEM

SD

THERMOSTAT (DUCT MOUNTED)

HUMIDISTAT (DUCT MOUNTED)H

T

THERMOSTAT

HUMIDISTAT

AIR TERMINAL DIFFUSER (CEILING

MOUNTED)

AIR TERMINAL RETURN GRILLE (CEILING

MOUNTED)

AIR TERMINAL EXHAUST GRILLE

(CEILING MOUNTED)

AIR TERMINAL TAG, X=TYPE MARK,

Y=CFM

X Y

H

X"x Y"

T

SIDEWALL REGISTER / GRILLE

TURNING VANES

CONDENSING UNIT

SINGLE DUCT AIR TERMINAL UNIT

DUCTWORK (X" = WIDTH, Y" = HEIGHT)

COMPONENT TO BE DEMOLISHED

CEILING MOUNTED EXHAUST FAN

PREINSULATED FLEXIBLE DUCT

DUCT MOUNTED SMOKE DETECTOR (BY

E.C.)SD EQUIPMENT CLEARANCE

HVAC SYMBOL LEGEND

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

ELBOW SIDE

TEE SIDE

HVAC SYMBOL LEGEND

MECHANICAL COMPONENT IMPORTANCE FACTOR (Ip) DESIGNATION

IBC-2015 /ASCE 7-10

SEISMIC AND WIND REQUIREMENTS

FOR MECHANICAL SYSTEMS

COMPONENT IMPORTANCE FACTOR (Ip)

Ip = 1.0 Ip = 1.5

RESTRAIN IF TOTAL WEIGHT OF DUCTS

ON TRAPEZE > 10 LBS/FT

44 RESTRAIN IF TOTAL WEIGHT OF DUCTS

ON TRAPEZE > 10 LBS/FT

MULTIPLE DUCTS ON TRAPEZE

5-

6 SQ.FT. AND LARGER

RESTRAIN IF ANY PIPE

ON TRAPEZE > 1"

RESTRAIN IF TOTAL WEIGHT OF PIPES

ON TRAPEZE > 10 LBS/FT

4 RESTRAIN ALL

RESTRAIN IF ANY PIPE

ON TRAPEZE > 3"

RESTRAIN IF TOTAL WEIGHT OF PIPES

ON TRAPEZE > 10 LBS/FT

RESTRAIN ALL

SUSPENDED PIPE ON TRAPEZE

SUSPENDED NON DUCTILE PIPING

(CAST IRON, PLASTIC, CERAMIC)

NOTES:

1. EQUIPMENT 20 LBS. OR LESS IS EXEMPT IF FLEXIBLE CONNECTIONS ARE PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

2. RESTRAINTS ARE NOT REQUIRED IF THE COMPONENT WEIGHS 400 LBS. OR LESS, IS MOUNTED AT 4 FT. OR LESS ABOVE A FLOOR,AND HAS FLEXIBLE

CONNECTIONS BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

3. FLEXIBLE CONNECTIONS REQUIRED FOR PIPE CONNECTIONS ONLY.

4. RESTRAINT IS NOT REQUIRED IF THE PIPING / DUCTWORK IS SUPPORTED BY HANGERS AND EACH HANGER IN THE PIPING RUN IS 12 IN. OR LESS IN

LENGTH FROM THE TOP OF THE PIPE TO THE SUPPORTING STRUCTURE. WHERE PIPES ARE SUPPORTED ON A TRAPEZE, THE TRAPEZE SHALL BE SUPPORTED BY HANGERS HAVING A LENGTH OF 12 IN. OR LESS. WHERE ROD HANGERS ARE USED, THEY SHALL BE EQUIPPED WITH SWIVELS, EYE

NUTS OR OTHER DEVICES TO PREVENT BENDING IN THE ROD.

5. ALL DUCTWORK , REGARDLESS OF SIZE, DESIGNED TO CARRY TOXIC, HIGHLY TOXIC, OR EXPLOSIVE GASES OR USED FOR SMOKE CONTROL MUST

BE RESTRAINED.

6. COMPONENT CERTIFICATION MUST BE SUPPLIED BY THE EQUIPMENT MANUFACTURER AT TIME OF SUBMITTAL FOR REVIEW BY ENGINEER OF

RECORD.

A. PER SECTION 301.15 OF THE 2015 EDITION OF THE INTERNATIONAL MECHANICAL CODE, MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS (INCLUDING ROOF CURBS & ROOF RAILS) EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WHERE SEISMIC RESTRAINT IS REQUIRED, THE MORE DEMANDING FORCE OF WIND AND SEISMIC MUST BE USED. SEE SEISMIC INFORMATION CONTAINED IN THE STRUCTURAL DRAWINGS FOR SITE SPECIFIC INFORMATION ON SEISMIC

DESIGN CATEGORY.

B. SEE EQUIPMENT SCHEDULES AND DETAILS FOR SPECIFIC COMPONENT IMPORTANCE FACTOR DESIGNATIONS.

C. USE APPLICABLE TABLE BELOW TO DETERMINE SEISMIC RESTRAINT REQUIREMENTS FOR EACH MECHANICAL COMPONENT.

D. FOR ALL COMPONENTS REQUIRING SEISMIC RESTRAINT, THE COMPONENT SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED BY A REGISTERED

DESIGN PROFESSIONAL. SUBMITTALS MUST INCLUDE STAMPED AND SIGNED DRAWINGS AND CALCULATIONS.

E. WHERE SEISMIC RESTRAINT IS REQUIRED, HOUSEKEEPING PADS NEEDED FOR THE INSTALLATION OF EQUIPMENT UNDER THIS CONTRACT MUST BE

DESIGNED BY THE SEISMIC ENGINEER. DO NOT POUR ANY HOUSEKEEPING PADS PRIOR TO THE RECEIPT OF THE SEISMIC SUBMITTAL.

F. SEISMIC RESTRAINTS FOR PIPING AND DUCTWORK MUST BE SHOWN ON LAYOUT DRAWINGS SHOWING SPECIFIC RESTRAINT LOCATIONS ALONG WITH

ACCOMPANYING DETAILS AND CALCULATIONS.

NOTES

1.51.0

6REQUIRED6

NOT REQUIRED

COMPONENT CERTIFICATION

(SEE NOTE 6)

6 SQ.FT. AND LARGERDUCTWORK

4>1"4>3"SUSPENDED DUCTILE PIPING

(STEEL, ALUMINUM, COPPER, ETC.)

-RESTRAIN ALL1RESTRAIN ALLNOT INLINE W/

DUCT/PIPE

3RESTRAIN IF >75 LBS

PROVIDE FLEX. CONN.

3RESTRAIN IF >75 LBS

PROVIDE FLEX. CONN.

INLINE W/ DUCT

SUSPENDED

EQUIPMENT

-RESTRAIN ALL1RESTRAIN ALLCOMPONENT SUPPORTS

-RESTRAIN ALL1, 2RESTRAIN ALLWALL MOUNTED

-RESTRAIN ALL1, 2RESTRAIN ALLFLOOR MOUNTED

-RESTRAIN ALL1RESTRAIN ALLROOF MOUNTED

SEISMIC RESTRAINT

REQUIREMENT

NOTESSEISMIC RESTRAINT

REQUIREMENTCOMPONENT IDENTIFICATION

SEISMIC DESIGN CATEGORIES D,E,F

ALL HVAC COMPONENTS EXCEPT AS NOTED IN Ip=1.5 GAS PIPING

DESIGN CONDITIONS

INDOOR: 75F DB / 50% RH

OUTDOOR: 95F DB / 80F WBSUMMER

OUTDOOR: 25F DBWINTER

INDOOR: 70F DB / 50% RH

1. THE FIRE PROTECTION SYSTEM IS EXISTING TO REMAIN. ALL SPRINKLER HEADS SHALL BE

COVERED AND PROTECTED FROM DAMAGE AND DUST WHILE WORK IS BEING DONE IN THEIR

ASSOCIATED BUILDING AREA.

GENERAL NOTE

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08-12-1608-12-1608-12-1608-12-16

MECHANICAL ABBREVIATIONS

ABBR DESCRIPTION

(E) EXISTING

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AH AIR HANDLER

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

BHP BRAKE HORSE POWER

BMS BUILDING MANAGEMENT SYSTEM

BOD BASIS OF DESIGN

BOP BOTTOM OF PIPE

CFM CUBIC FEET PER MINUTE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CLEANOUT

CU CONDENSING UNIT

DDC DIRECT DIGITAL CONTROLS

DIA DIAMETER

DRN DRAIN

EA EXHAUST AIR

EC ELECTRICAL CONDUCTOR

EF EXHAUST FAN

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

ESP EXTERNAL STATIC PRESSURE

FD FLOOR DRAIN

FD FIRE DAMPER

FPM FEET PER MINUTE

FRPM FAN ROTATIONS PER MINUTE

FT FEET

GPM GALLONS PER MINUTE

HD HUB DRAIN

HP HEAT PUMP

HP HORSEPOWER

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

IN INCHES

LAT LEAVING AIR TEMPERATURE

MBH THOUSANDS OF BTU'S PER HOUR

MC MECHANICAL CONTRACTOR

MD MANUAL DAMPER

NC NOISE CRITERIA

NG NATURAL GAS PIPING

NO NORMALLY OPEN

OA OUTSIDE AIR

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

RA RETURN AIR

REFR REFRIGERANT

RH RELATIVE HUMIDITY

RM REMOTE MONITOR

RPM ROTATIONS PER MINUTE

SA SUPPLY AIR

SF SUPPLY FAN

TDV TRIPLE DUTY VALVE

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS OTHERWISE NOTED

VFD VARIABLE FREQUENCY DRIVE

VNT VENT

W/ WITH

WMS WIRE MESH SCREEN

°F DEGREES FAHRENHEIT

MECHANICAL CODES & STANDARDS

CODE DESCRIPTION

IBC (2015) INTERNATIONAL BUILDING CODE

IECC (2009) INTERNATIONAL ENERGY CONSERVATION CODE

IMC (2015) INTERNATIONAL MECHANICAL CODE

NFPA 90A (2015) STANDARD FOR THE INSTALLATION

AIR-CONDITIONING & VENTILATING SYSTEMS

SMACNA MANUAL FOR THE BALANCING & ADJUSTMENT

OF AIR DISTRIBUTION SYSTEMS

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AIR DISTRIBUTION SCHEDULE

MARK DESCRIPTION FACE SIZE H FACE SIZE W NECK SIZE MANUFACTURER MODEL

Supply Air

LS106 LOUVERED FACE SUPPLY 10" 6" 10" x 6" PRICE 620

LS108 LOUVERED FACE SUPPLY 10" 8" 10" x 8" PRICE 620

LS1010 LOUVERED FACE SUPPLY 10" 10" 10" x 10" PRICE 620

PD106 PLAQUE FACE SUPPLY DIFFUSER 12" 12" 6"ø PRICE ASPD

PD206 PLAQUE FACE SUPPLY DIFFUSER 24" 24" 6"ø PRICE ASPD

PD208 PLAQUE FACE SUPPLY DIFFUSER 24" 24" 8"ø PRICE ASPD

PD210 PLAQUE FACE SUPPLY DIFFUSER 24" 24" 10"ø PRICE ASPD

PD212 PLAQUE FACE SUPPLY DIFFUSER 24" 24" 12"ø PRICE ASPD

Return Air

PF222 PERFORATED RETURN GRILLE 24" 24" 22" x 22" PRICE APDDR

SR1210 SIDEWALL RETURN GRILLE 12" 10" 12" x 10" PRICE 630

SR1616 SIDEWALL RETURN GRILLE 16" 16" 16" x 16" PRICE 630

SR3220 SIDEWALL RETURN GRILLE 32" 20" 32" x 20" PRICE 630

Exhaust Air

LE222 PERFORATED EXHAUST GRILLE 24" 24" 22" x 22" PRICE APDDR

EXHAUST FAN SCHEDULE

MARK

CAPACITY

CFM

ESP (INCHES

WG) TYPE FRPM SONES MANUFACTURER MODEL

EF-1 50 0.25 CABINET 675 1.1 GREENHECK SP-B70

EF-2 70 0.25 CABINET 700 1.3 GREENHECK SP-B90

EF-3 560 0.25 INLINE 1285 5.6 GREENHECK SQ-95-VG

EF-4 200 0.25 CABINET 900 2 GREENHECK SP-A200

EF-5 240 0.25 CABINET 1000 3 GREENHECK SP-A250

EF-6 150 0.25 INLINE 1457 3.8 GREENHECK SQ-70-VG

VAV AIR HANDLING UNIT SCHEDULE

MARK

AIR CAPACITY

CFM FAN COOLING COIL PRE-HEATING COIL

MANUFACTURER MODELCFM CFM OA HP BHP

EXTERNAL

STATIC

TOTAL

STATIC TOTAL MBH

SENSIBLE

MBH EAT DB EAT WB LAT DB LAT WB GPM EWT LWT COIL PD

SENSIBLE

MBH EAT…