17a - Drawings B2190.pdf

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SAFETY SECURITY COORDINATION

PROJECT DURATION

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INE

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CONTRACTOR SHALL CONTACT 811 FOR LOCATIONS OF ALL UTILITIES

AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.

Knowwhat'sbelow.

Callbefoer youdig.

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HA

NA

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CE

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Knowwhat'sbelow.

Callbefoer youdig.

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S u b m i t t a l

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HA

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Knowwhat'sbelow.

Callbefoer youdig.

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HA

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Knowwhat'sbelow.

Callbefoer youdig.

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P A

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S u b m i t t a l

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E N G I N E E R I N G

6 Y

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M

CONTRACTOR SHALL CONTACT 811 FOR LOCATIONS OF ALL UTILITIES

AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.

Knowwhat'sbelow.

Callbefoer youdig.

B

I L I T

Y

C

O M

M A

N D

D E

P A

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S u b m i t t a l

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G P

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J G

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HA

NA

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Knowwhat'sbelow.

Callbefoer youdig.

A

B

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DN

LEGEND & SYMBOLS

EXISTING WALL TO BE DEMOLISHED

REFER TO KEYNOTES

EXISTING WALL TO REMAIN

WALL / SOFFIT / ROOF OVERHEAD

EXISTING DOOR TO BE DEMOLISHED

REFER TO KEYNOTES

EXISTING WINDOW TO BE DEMOLISHED

REFER TO KEYNOTES

DEMOLITION KEYNOTE?

AD2004

Si m

EXIST.

SCALE

AD200

1 Sim

AD200 2

Si m

AD200

3 Sim

D04

D01

FLOOR AT

GRADE LEVEL

FLOOR AT

DOCK LEVEL

EXIST.

DOCK

LEVELER

EXIST.

DOCK

LEVELER

COVERED LOADING DOCK

1 2 3 4 5

A

B D05

D05

D04D04

D04

D02

RA

MP

UP

RA

MP

UP

D03

A201

1 Sim

A201

2 Sim

D06D06D06

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DRAWING SIZE:

PROJECT NO.

OFSHEET

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AN

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RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

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ME

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A

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

R E V

IS

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D E S C R

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KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D01 DEMOLISH ENTIRE BUILDING AND FOUNDATIONS

D02 DEMOLISH PAVING AS REQUIRED TO CONSTRUCT NEW BUILDING

D03 LINE OF LOADING DOCK ROOF. DEMOLISH LOADING DOCK ROOFING,

GUTTERS AND DOWNSPOUTS AND PURLINS. STEEL FRAME STRUCTURE

TO REMAIN

D04 LIGHTNING PROTECTION POLE AND BASE SHALL REMAIN

D05 DEMOLISH ALL DOCK BUMPERS AT LOADING DOCK

D06 DEMOLISH CONCRETE STAIRS, LANDING, AND METAL RAILING

DEMOLITION PLAN NOTES

1 COORDINATE DEMOLITION AND NEW WORK WITH ELECTRICAL /

MECHANICAL / PLUMBING DRAWINGS.

GENERAL DEMOLITION NOTES

1 ELEMENTS OR PORTIONS OF ELEMENTS TO BE REMOVED ARE SHOWN

DASHED. REFER TO KEY NOTES FOR ADDITIONAL CLARIFICATION FOR

PARTIALLY REMOVED OR REUSED ELEMENTS. RETURN UN-USED DOORS,

HARDWARE, AND ACCESSORIES TO OWNER.

2 AREAS OF DEMOLITION ARE APPROXIMATE; GENERAL CONTRACTOR TO

COORDINATE TO COORDINATE DEMOLITION WITH EXISTING CONDITIONS,

NEW CONSTRUCTION, AND ADDITIONAL SCOPE OF WORK INCLUDED IN

MECHANICAL, PLUMBING, AND ELECTRICAL DOCUMENTS.

3 WALL DEMOLITION TO INCLUDE FRAMING, SHEATHING, FINISHES AND ALL

APPURTENANCES.

4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DOCUMENTS FOR

REMOVAL AND CAPPING OF SERVICES FOR ITEMS SHOWN TO BE

REMOVED.

5 REFER TO CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL FOR

OTHER DEMOLITION. CONTRACTOR TO COORDINATE DEMOLITION

REQUIRED BY OTHER DISCIPLINES AND COMPLETE PREPARATION FOR NEW

WORK.

6 EXISTING CONSTRUCTION TO REMAIN SHALL BE PROTECTED DURING

DEMOLITION AND NEW WORK CONSTRUCTION ACTIVITIES.

7 REFER TO ASBESTOS + LEAD ASSESSMENT REPORT

SCALE: 1/8" = 1'-0"AD100

1 DEMOLITION FIRST FLOOR

0 16 24 328

GRAPHIC SCALEPROJ. TRUE

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

1 2 3 4 5

A

B

D03

D01

D04

LEGEND & SYMBOLS

DEMOLISH STANDING SEAM METAL ROOF PANEL

EXISTING ITEM / AREA TO BE DEMOLISHED

REFER TO KEYNOTES

ROOF DRAIN / OVERFLOW DRAIN

REFER TO PLUMBING DRAWINGS

DEMOLITION KEYNOTE

VENT THRU ROOF

REFER TO PLUMBING DRAWINGS

SLOPE ARROW / TRIANGLE (RISE / RUN)

EXHAUST FAN THRU ROOF

REFER TO MECHANICAL DRAWINGS

12" X"

GUTTER & DOWNSPOUT

CHARLESTON

NO. 05148

SHAWN M. MELLINST

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REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

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DRAWING SIZE:

PROJECT NO.

OFSHEET

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AN

D

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RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

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D E S C R

IP

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8/2 5/2

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OF

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AN

AD130

8/2 5/2

8/2 5/2

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D01 DEMOLISH ENTIRE BUILDING AND FOUNDATIONS

D03 LINE OF LOADING DOCK ROOF. DEMOLISH LOADING DOCK ROOFING,

GUTTERS AND DOWNSPOUTS AND PURLINS. STEEL FRAME STRUCTURE

TO REMAIN

D04 LIGHTNING PROTECTION POLE AND BASE SHALL REMAIN

DEMOLITION ROOF NOTES

1 REFER TO DEMOLITION PLANS, ELEVATIONS & SECTIONS FOR ADDITIONAL

DEMOLITION INFORMATION.

2 COORDINATE DEMOLITION AND NEW WORK WITH ELECTRICAL /

MECHANICAL / PLUMBING DRAWINGS.

SCALE: 1/8" = 1'-0"AD130

1 DEMOLITION ROOF PLAN

0 16 24 328

GRAPHIC SCALEPROJ. TRUE

D01

D02

D01 D03

D02

D06D06

D01 D03

D01

D02

D04D04

CHARLESTON

NO. 05148

SHAWN M. MELLINST

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REGISTERED A RCHITECT

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

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TIHCRADER

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SI

G E

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TH CARO

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A

S

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TE

OF

SOU

& ASSOCIATES, INC.

A/E SEALCOA SEAL

DK

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DRAWING SIZE:

PROJECT NO.

OFSHEET

AI

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BI

LIT

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CO

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AN

D

DE

PA

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ME

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RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

AI

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BI

LIT

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AN

D

F O R

J O

IN

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

R E V

IS

IO

N S

R E V

D E S C R

IP

TI

O N

P R E P

B Y

D A

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A P P R 'D

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A

D

M AN

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B I L

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8/2 5/2

B

UI

LD

IN

G

DE

M

OL

IT

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N

EL

EV

AT

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AD200

8/2 5/2

8/2 5/2

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D01 DEMOLISH ENTIRE BUILDING AND FOUNDATIONS

D02 DEMOLISH PAVING AS REQUIRED TO CONSTRUCT NEW BUILDING

D03 LINE OF LOADING DOCK ROOF. DEMOLISH LOADING DOCK ROOFING,

GUTTERS AND DOWNSPOUTS AND PURLINS. STEEL FRAME STRUCTURE

TO REMAIN

D04 LIGHTNING PROTECTION POLE AND BASE SHALL REMAIN

D06 DEMOLISH CONCRETE STAIRS, LANDING, AND METAL RAILING

SCALE: 1/2" = 1'-0"AD200

1 DEMOLITION ELEVATION

SCALE: 1/2" = 1'-0"AD200

2 DEMOLITION ELEVATION

SCALE: 1/2" = 1'-0"AD200

3 DEMOLITION ELEVATION

SCALE: 1/2" = 1'-0"AD200

4 DEMOLITION ELEVATION

D03

D05

D03

D05

D03

D05

D03

D05

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

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U

NL

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D R W N

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D A

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A P P R O V

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

AI

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MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

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C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

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R E V

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R E V

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B Y

D A

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A P P R 'D

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8/2 5/2

B

UI

LD

IN

G

DE

M

OL

IT

IO

N

EL

EV

AT

IO

NS

AD201

8/2 5/2

8/2 5/2

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

D03 LINE OF LOADING DOCK ROOF. DEMOLISH LOADING DOCK ROOFING,

GUTTERS AND DOWNSPOUTS AND PURLINS. STEEL FRAME STRUCTURE

TO REMAIN

D05 DEMOLISH ALL DOCK BUMPERS AT LOADING DOCK

SCALE: 1/2" = 1'-0"AD201

1 DEMOLITION ELEVATION

SCALE: 1/2" = 1'-0"AD201

2 DEMOLITION ELEVATION

21'-8"

EXISTING BUILDING FOOTPRINT

'-0

HVAC

1 2 3 4 5

A

B

SCALE

RA

MP

UP

RA

MP

UP

DOCK

LEVELER

DOCK

LEVELER

COVERED LOADING DOCK

AD201

2 Sim

AD201

1 Sim

A101

28'-2 1/2" ± 28'-2 1/2" ± 28'-2 1/2" ± 28'-2 1/2" ±

'-0

11.3011.3011.3011.3011.3011.30 11.3011.3011.3011.3011.3011.3011.3011.3011.30

11.3011.3011.3011.3011.3011.30

11.3011.30 11.3011.3011.3011.3011.3011.30 11.3011.30

5.32

5.32

5.325.305.30

5.32

5.305.305.30

5.36 5.36

5.36

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

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ZM

AT

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OA

D/

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OA

D

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B Y

D A

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D R W N

B Y

D A

TE

C H K

B Y

D A

TE

A P P R O V

D A

TE

G

E W

BAIR AS

I N62 8T H

C H

AR

LE

ST

O

N A

FB

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C

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T B A S E

C H A R

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DRAWING SIZE:

PROJECT NO.

OFSHEET

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ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

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FO

RC

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AI

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

R E V

IS

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R E V

D E S C R

IP

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P R E P

B Y

D A

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A P P R 'D

IR

A

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SM JD SM

8/2 5/2

OV

ER

AL

L

FL

OO

R

PL

AN

A100

8/2 5/2

8/2 5/2

0 16 24 328

GRAPHIC SCALEPROJ. TRUE

SCALE: 1/8" = 1'-0"A100

1 OVERALL FLOOR PLAN

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

5.30 PREPARE EXISTING STEEL STRUCTURE AND PAINT

5.32 PREPARE 2 STEEL ANGLES AND PAINT AT ENTIRE PERIMETER OF

LOADING DOCK.

5.36 PREPARE AND PAINT STEEL EDGE ANGLES AT DOCK LEVELER AND

SCALE

11.30 LAMINATED LOADING DOCK BUMPERS, MODEL; B4510-123-A OR EQUAL,

10"H x 12" WIDE. REPLACE ALL DOCK BUMPERS.

21'-8"

7'-9" 5'-5" 8'-0"

'-0

HVAC

ELECT. PANEL

COPIER

A200 1

A200

A2003

A200

A400

WORK AREA

COMM. ROOM

ELECT. ROOM

5'-

1/ 4"

5'- 6"8'-

1/

2"

B

101 106

FURNITURE,

WORK STATIONS, TYP.

7'-

"BATHROOM

102KITCHENETTE

WORK STATIONS

'-4

3/ 4"

A400

A300

A300

A300

A300

A2

A2

A2

A2

A1

A1

A1A2

A2

A2

H1

7'- 1"

5T R

4'-

7"

5'-0" HALL

FEC

'-0

OFFICE

A1A1

8' - 6"

8' - 6"

8' - 6"

OS

H

OS

OS

OS

H

8' - 4"

A300

A300

A300

A300

LEGEND & SYMBOLS

2' x 2' ACT CEILING GRID SYSTEM

REFER TO FINISH SCHEUDLE

CEILING TAG WITH HEIGHT

2' x 4' LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

STRIP LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

WALL MOUNTED LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

RECESSED CAN LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS

SUPPLY AIR TERMINAL

REFER TO MECHANICAL DRAWINGS

RETURN AIR TERMINAL

REFER TO MECHANICAL DRAWINGS

NEW CONSTRUCTION KEYNOTE?

10'-0"

OCCUPANCY SENSOR

FIRE ALARMH

OS

WALL TYPE MARK REFER TO A501?

FIRE EXTINGUISHER CABINET

FEC

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

D/

U

NL

OA

D

FA

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ILI

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DKFX 1051228

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D A

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B Y

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A P P R O V

D A

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G

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I N62 8T H

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FB

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DRAWING SIZE:

PROJECT NO.

OFSHEET

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ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

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FO

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AN

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IN

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

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R E V

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IP

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D A

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A P P R 'D

IR

A

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M AN

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IT Y

B I L

SM JD SM

8/2 5/2

FL

OO

R

PL

AN

S

A101

8/2 5/2

8/2 5/2

0 8 12 164

GRAPHIC SCALEPROJ. TRUE

SCALE: 1/4" = 1'-0"A101

1 FLOOR PLAN

SCALE: 1/4" = 1'-0"A101

2 FIRST FLOOR REFLECTED CEILING

GENERAL CEILING PLAN NOTES

1 ALL NOTED CEILING HEIGHTS ARE RELATIVE TO THE FINISH FLOOR BELOW.

2 ALL DIMENSIONS ARE TO FINISH FACE OF SOFFIT OR PARTITION AND TO

CENTERLINE OF LIGHT FIXTURE, U.O.N.

3 CENTER CEILING GRID IN BOTH DIRECTIONS IN ROOM, U.O.N.

4 CENTER RECESSED DOWN LIGHTS IN CEILING SYSTEM, U.O.N.

5 REFER TO MECHANICAL DRAWINGS FOR DIFFUSER TYPES. REFER TO

ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT OF DEVICES. NOTIFY

ARCHITECT OF ANY POTENTIAL CONFLICTS PRIOR TO PROCEEDING WITH

WORK.

6 REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES. REFER TO

ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT OF FIXTURES.

NOTIFY ARCHITECT OF ANY POTENTIAL CONFLICTS PRIOR TO PROCEEDING

WITH WORK.

7 REFER TO SHEET A501 FOR FINISH SCHEDULE AND LEGEND FOR CEILING

TYPES AND MATERIALS.

CEILING PLAN NOTES

1 COORDINATE REFLECTED CEILING PLANS WITH ELECTRICAL, MECHANICAL,

STRUCTURAL, FIRE PROTECTION AND ROOM FINISH SCHEDULE.

2 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 ARCHITECT SHALL BE NOTIFIED

PRIOR TO PROCEEDING WITH THE WORK.

3 REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR MOUNTING

LOCATIONS OF ITEMS WHERE NO CEILING IS INDICATED OR REQUIRED.

4 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

OTHER WISE, REFER TO MECHANICAL AND ELECTRICAL FOR LOCATIONS.

5 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

APPLICABUE PROVISIONS OF THE STANDARDS. IN CASE OF CONFLICT THE

MORE STRINGENT REQUIREMENT SHALL PREVAIL.

6 REFER TO A560 FOR RCP SEISMIC REQUIREMENTS AND CEILING DETAILS.

1 2 3 4 5

A

B

1" / 1

'-0

1" / 1

'-0

1" / 1

'-0

DS DS

DS DS

DS DS

DSVTR

5.31

5.31

5.31

5.311 A300

A300

A300

A300

ST

EE

L F

RA

ME

P

UR

LIN

S

ST

RU

CT

. S

YS

TE

M

CO

VE

RE

D

LO

AD

IN

G

DO

CK

LIG

HT

G

AU

GE

B

OX

B

EA

MS

M

ET

AL

D

EC

KI

NG

S

TR

UC

T.

S

YS

TE

M

AD

MI

NI

NS

TR

AT

IO

N

BU

ILD

IN

G

- L

OA

D

BE

AR

IN

G W

AL

LS

LEGEND & SYMBOLS

NEW CONSTRUCTION KEYNOTE?

SLOPE ARROW / TRIANGLE (RISE / RUN)

12"

X"

GUTTER & DOWNSPOUT

REFER TO EXTERIOR MATERIAL SCHEUDLE

STANDING SEAM METAL ROOF PANEL

COLOR: FED. STANDARD 5958 COLOR NO. 37769

DS

VTR VENT THROUGH ROOF. REFER TO PLUMBING

DRAWINGS.

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

D/

U

NL

OA

D

FA

C

ILI

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DKFX 1051228

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L D S G N

B Y

D A

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B Y

D A

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C H K

B Y

D A

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A P P R O V

D A

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G

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BAIR AS

I N62 8T H

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ANSI D (22"x34")DRAWING SIZE:

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OFSHEET

DE

PA

RT

ME

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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8/2 5/2

RO

OF

P

LA

N

A130

8/2 5/2

8/2 5/2

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

5.31 STANDING SEAM METAL ROOF AND GUTTER AND DOWNSPOUT SYSTEM

ROOF PLAN NOTES

1 REFER TO ELEVATIONS & SECTIONS FOR ADDITIONAL INFORMATION.

2 IN THE ABSENCE OF DETAIL FOR ANY CONDITION ON THE ROOF, THE MOST

STRINGENT CONDITION OF THE CURRENT NRCA/SMACNA SHALL APPLY.

3 VENT THROUGH ROOFS AND OTHER ROOF PENESTRATIONS ARE

INDICATED FOR DETAIL COORDINATION. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING ANY AND ALL ROOF PENETRATIONS.

PENETRATIONS INCLUDE BUT AREN'T LIMITED TO VENTS THROUGH ROOF,

BOILER FLUES, EXHAUSTS AND OTHER MECHANICAL EQUIPMENT. REFER

TO MECHANICAL DRAWINGS.

4 REFER TO SHEET A530 FOR ROOF DETAILS

SCALE: 1/8" = 1'-0"A130

1 ROOF PLAN

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

0 16 24 328

GRAPHIC SCALEPROJ. TRUE

WIDTH

DOOR

DO

OR

H

EI

GH

T

D1

FLUSH

MOUNT SIGN ON LATCH SIDE OF

DOOR WHERE POSSIBLE. WHERE

REQUIRED, MOUNT ON HINGED

SIDE OF DOOR AT SAME

DISTANCES SHOWN.

4'-

3"

3"

5"HM FRAME

SEALANT , TYP.

3 5/8" METAL STUDS , 6"

AS OCCURS

5/8" GYPSUM SHEATHING

PERPENDICULAR

WALL AS OCCURS

METAL PANEL SIDING SYSTEM

1" RIGID INSULATION

FLUID APPLIED WEATHER BARRIER

5/8" GYPSUM SHEATHING

LAP FLUID APPLIED WEATHER

BARRIER OVER METAL FLASHING, TYP.

BACKER ROD AND SEALANT

METAL FLASHING WITH DRIP EDGE

EXTERIOR HOLLOW METAL DOOR,

REFER TO DOOR SCHEDULE

6" METAL STUDS

5/8" GYPSUM WALLBOARD

R-13 BATT INSULATION

ACT CEILING

P.T. 2X8 BLOCKING, CUT TO MATCH

INSULATION, CUT TO SLOPE; LAP WITH

FLUID APPLIED WEATHER BARRIER

METAL PANEL

SIDING SYSTEM

1" RIGID INSULATION

FLUID APPLIED

WEATHER BARRIER

5/8" GYPSUM SHEATHING

5/8" GYPSUM WALLBOARD

NEW EXTERIOR

HOLLOW METAL

DOOR

6" METAL STUDS

5/8" GYPSUM

WALLBOARD

RETURN

R-13 BATT INSULATION

P.T. 2X4 BLOCKING, CUT

TO MATCH INSULATION,

CUT TO SLOPE; LAP WITH

FLUID APPLIED WEATHER

BARRIER

BACKER ROD AND SEALANT

CONCRETE FLOOR

DOOR THRESHOLD, WITH SILL

PAN, SET IN BED OF SEALANT

NEW DOOR, REFER TO DOOR

SCHEDULE FOR TYPES AND LOCATIONS

CONCRETE SLAB 9"

9"

OFFICE

1 1/2" TACTILE

ROOM NUMBER W/

BRAILLE HELVETICA

NEUE 55 ROMAN

3/4" TACTILE

SPACE

IDENTIFICATION

W/ BRAILLE

HELVETICA NEUE

55 ROMAN

UNISEX

8 1/2"

1' -2

9"

3" 8"

3"

1 1/2" TACTILE

ROOM NUMBER W/

BRAILLE HELVETICA

NEUE 55 ROMAN

6" SYMBOL

1" TACTILE ROOM

DESCRIPTION W/

BRAILLE HELVETICA

NEUE 55 ROMAN

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

D/

U

NL

OA

D

FA

C

ILI

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S B .2

DKFX 1051228

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U

BM

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B Y

D A

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D R W N

B Y

D A

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C H K

B Y

D A

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A P P R O V

D A

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G

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BAIR AS

I N62 8T H

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ST

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DRAWING SIZE:

PROJECT NO.

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ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

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C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

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8/2 5/2

DO

OR

S

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NA

GE

S C

HE

DU

LE

A140

8/2 5/2

8/2 5/2

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

TYPE ELEVATIONS - DOORS

DOOR & FRAME SCHEDULE

TAG

DOOR

GLAZING

FRAME

FIRE RATING HARDWARE SET

DETAILS

NOTES TAGTYPE HEIGHT WIDTH THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

101 D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PT2 -- D1 HM PT2 -- 01 2 / A140 3 / A140 1 / A140 101 102 D1 7' - 0" 3' - 0" 0' - 1 3/4" SCW ST-1 -- D1 HM PT2 -- 02 4 / A140 Sim 4 / A140 102 104 D1 7' - 0" 3' - 0" 0' - 1 3/4" HM PT2 -- D1 HM PT2 -- 01 2 / A140 3 / A140 1 / A140 104 105 D1 7' - 0" 3' - 0" 0' - 1 3/4" SCW ST-1 -- D1 HM PT2 -- 03 4 / A140 Sim 4 / A140 105 106 D1 7' - 0" 3' - 0" 0' - 1 3/4" SCW ST-1 -- D1 HM PT2 -- 03 4 / A140 Sim 4 / A140 106 108 D1 7' - 0" 3' - 0" 0' - 1 3/4" SCW ST-1 -- D1 HM PT2 -- 04 4 / A140 Sim 4 / A140 108

SCALE: 3" = 1'-0"A140

4 HM JAMB DETAIL

SCALE: 3" = 1'-0"A140

2 EXTERIOR DOOR HEAD DETAIL

SCALE: 3" = 1'-0"A140

3 EXTERIOR DOOR JAMB DETAIL

SCALE: 3" = 1'-0"A140

1 EXTERIOR DOOR THRESHOLD DETAIL

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

SCALE: 6" = 1'-0"

SIGN TYPE B

SCALE: 6" = 1'-0"

SIGN TYPE A

SIGN SCHEDULE

ROOM

NUMBER

DOOR

NUMBER

MOUNTING

TYPE

TEXT

ROOM SIDE LOCATION NUMBER FUNCTION

101 101 -- -- -- -- --

102 102 107 RE: DOOR TYPE B 102 UNISEX

104 104 -- -- -- -- --

105 105 107 RE: DOOR TYPE D 105 COMM. ROOM

106 106 107 RE: DOOR TYPE D 106 ELECTRICAL ROOM

108 108 104 RE: DOOR TYPE D 108 OFFICE

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

4.30

4.31

5.34

5.33

T.O. FOUNDATION

-1' - 0"

3.10

5.10

A300

6 R

IS

ER

S

7"

3'- 6"

5 TREADS @ 11"

4'-7"

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

5.33

5.34

4.31

4.30

T.O. FOUNDATION

-1' - 0"

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

4.30

4.31

5.34

5.33

T.O. FOUNDATION

-1' - 0"

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

5.34

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

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ON

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ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

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A200

8/2 5/2

8/2 5/2

0 8 12 164

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

3.10 CONCRETE STAIR, REFER TO STRUCTURAL DWGS.

4.30 4" SPLIT FACE CMU, MATCH Bldg. 2192

4.31 CAST STONE SILL, BUFF COLOR

5.10 METAL PIPE GUARDRAIL

5.33 METAL FASCIA, COLOR TO MATCH WALL PANELS

5.34 METAL WALL PANELS, COLOR FED. STANDARD 595B COLOR NO. 37769

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

1 BUILDING ELEVATION - WEST

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

2 BUILDING ELEVATION - NORTH

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

3 BUILDING ELEVATION - EAST

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

4 BUILDING ELEVATION - SOUTH REFER TO DRAWING SHEET G100

11.30

5.30 5.33

5.32

11.3011.30 2.302.30

5.30 5.33

2.3011.3011.30

5.30 5.33 5.30 5.33 5.305.30

5.35 5.355.30

5.305.30

5.32

5.32 5.32

5.35

5.36

5.36

5.36

5.365.36

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

D/

U

NL

OA

D

FA

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DKFX 1051228

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B Y

D A

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D A

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B Y

D A

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A P P R O V

D A

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BAIR AS

I N62 8T H

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DRAWING SIZE:

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ANSI D (22"x34")DRAWING SIZE:

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IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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A201

8/2 5/2

8/2 5/2

2KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

2.30 DOCK LEVELER, TO REMAIN

5.30 PREPARE EXISTING STEEL STRUCTURE AND PAINT

5.32 PREPARE 2 STEEL ANGLES AND PAINT AT ENTIRE PERIMETER OF

LOADING DOCK.

5.33 METAL FASCIA, COLOR TO MATCH WALL PANELS

5.35 NEW STEEL PURLINS. REFER TO STRUCT. DWGS. PREPARE AND PAINT

STEEL PURLINS.

5.36 PREPARE AND PAINT STEEL EDGE ANGLES AT DOCK LEVELER AND

SCALE

11.30 LAMINATED LOADING DOCK BUMPERS, MODEL; B4510-123-A OR EQUAL,

10"H x 12" WIDE. REPLACE ALL DOCK BUMPERS.

SCALE: 1/2" = 1'-0"A201

1 NEW CONSTRUCTION ELEVATION

SCALE: 1/2" = 1'-0"A201

2 NEW CONSTRUCTION ELEVATION

3' - 6"

GRADE LEVEL

0' - 0"

AB

A310

A310

T.O. FOUNDATION

-1' - 0"

UNDERSIDE OF BEAM

15' - 8" ±

WORK STATIONS

HALL

COVERED

LOADING

DOCK

5.31

5.35

5.305.30

11.30

5.32OFFICE

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

A310

T.O. FOUNDATION

-1' - 0"

WORK STATIONS

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

METAL GUARDRAIL

1-1/2" DIA. METAL

HANDRAIL

CONCRETE STAIR

HA

ND

RA

IL

HE

IG

HT

3'- 0"

6"

HA

ND

RA

IL

HE

IG

HT

3'- 0"

GU

AR

DR

AI

L H

EI

GH

T

3'- 6"

METAL POST

METAL GUARDRAIL

1-1/2" DIA. METAL

HANDRAIL

METAL POST

STAIR & HANDRAIL NOTES:

REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4

INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT.

THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD

AND BOTTOM RAIL SHALL NOT ALLOW THE PASSAGE OF A SPHERE 6 INCHES IN DIAMETER.

HANDRAIL EXTENSIONS SHALL RETURN TO WALL, GUARD, OR THE LANDING SURFACE, OR

SHALL BE CONTINUOUS TO THE HANDRAIL OF THE ADJACENT RAMP/STAIR.

NOSINGS SHALL HAVE A CURVATURE OR BEVEL OF NOT LESS THAN 1/16 INCH BUT NOT

MORE THAN 9/16 INCH FROM THE FOREMOST PROJECTION OF THE TREAD. RISERS SHALL BE

SOLID AND VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE

NOSING ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL.

THE LEADING EDGE OF TREADS SHLL PROJECT NOT MORE THAN 1 1/4 INCHES BEYOND THE

TREAD BELOW.

EXTENSION

1'-0"

5 TREADS @ 11"

4'-7"

EXTENSION

1'-0"

6 R

IS

ER

S

7"

3'- 6"

7" T

YP

3/4"

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

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ON

ST

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AT

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D/

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NL

OA

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D A

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ANSI D (22"x34")DRAWING SIZE:

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IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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A300

8/2 5/2

8/2 5/2

0 8 12 164

GRAPHIC SCALE

SCALE: 1/4" = 1'-0"A300

1 BUILDING SECTION

SCALE: 1/4" = 1'-0"A300

2 BUILDING SECTION

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

5.30 PREPARE EXISTING STEEL STRUCTURE AND PAINT

5.31 STANDING SEAM METAL ROOF AND GUTTER AND DOWNSPOUT SYSTEM

5.32 PREPARE 2 STEEL ANGLES AND PAINT AT ENTIRE PERIMETER OF

LOADING DOCK.

5.35 NEW STEEL PURLINS. REFER TO STRUCT. DWGS. PREPARE AND PAINT

STEEL PURLINS.

11.30 LAMINATED LOADING DOCK BUMPERS, MODEL; B4510-123-A OR EQUAL,

10"H x 12" WIDE. REPLACE ALL DOCK BUMPERS.

SCALE: 1 1/2" = 1'-0"A300

3 SECTION DETAIL @ STAIR

LEGEND & SYMBOLS

SLOPE ARROW / TRIANGLE

(RISE / RUN)

12" X"

NEW CONSTRUCTION KEYNOTE?

EXISTING TO REMAIN

NEW CONSTRUCTION

REFER TO KEYNOTES

WINDOW MARK

DOOR MARK101

1t

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

T.O. FOUNDATION

-1' - 0"

CONCRETE FOOTING,

REFER TO STRUCTURAL

DWGS.

8" CMU WALL REFER

TO STRUCTUAL

DWGS.GRADE/EXT. PAVING; SEE

CIVIL

5/8" GYPSUM SHEATHING

FLUID APPLIED WEATHER

BARRIER

3/4" RIGID INSULATION

METAL PANEL SIDING

SYSTEM SUSPENSION GRID

ACOUSTIC CEILING

TILE

R-13 BATT INSULATION

5/8" GYPSUM

WALLBOARD

BASE

CONCRETE SLAB.

REFER TO

STRUCTURAL DWGS.

VAPOR BARRIER

MI

N.

1'- 0"

A520

6" METAL STUD

FRAMING @ 16" O.C.

STANDING SEAM METAL

ROOF PANEL SYSTEM

METAL GUTTER AND

DOWNSPOUT SYSTEM RIGID INSULATION

METAL DECK. REFER

TO STRUCTURAL

DWGS.

HORIZONTAL

REINFORCING

A520

4" SPLIT FACE CMU WITH

HORIZONTAL

REINFORCING 16" O.C.

EACH

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

T.O. FOUNDATION

-1' - 0"

A520

UNDERSIDE OF BEAM

15' - 8" ±

STANDING SEAM METAL

ROOF PANEL SYSTEM

RIGID INSULATION

8" PURLIN

R-13 BATT INSULATION

6" METAL STUD FRAMING @ 16"

O.C.

METAL PANEL SIDING SYSTEM

3/4" RIGID INSULATION

FLUID APPLIED WEATHER

BARRIER

5/8" GYPSUM SHEATHING

CONCRETE SLAB. REFER TO

STRUCTURAL DWGS.

RIGID INSULATION

EXIST. STEEL FRAME BEYONDMETAL DECK. REFER TO

STRUCTURAL DWGS.

5/8" GYPSUM WALLBOARD

SUSPENSION GRID

ACOUSTIC CEILING TILE

METAL PANEL SIDING SYSTEM

FIRST FLOOR

3' - 6"

GRADE LEVEL

0' - 0"

T.O. FOUNDATION

-1' - 0"

CONCRETE SLAB.

REFER TO

STRUCTURAL DWGS.

VAPOR BARRIER

8" CMU WALL, REFER

TO STRUCTURAL

DWGS.

CONCRETE FOOTING,

REFER TO STRUCTURAL

DWGS.

GRADE/EXT. PAVING; SEE

CIVIL

R-13 BATT INSULATION

ACOUSTIC CEILING

TILE

SUSPENSION GRID

STANDING SEAM

METAL PANEL ROOF

SYSTEM

MI

N.

1'- 0"

BASE

HORIZONTAL

REINFORCING

RIGID INSULATION

A520

A520

UNDERSIDE OF BEAM

15' - 8"

4" SPLIT FACE CMU WITH

HORIZONTAL

REINFORCING 16" O.C.

EACH

METAL DECK. REFER TO

STRUCTURAL DWGS.

± CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

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ON

ST

RU

C T

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D/

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NL

OA

D

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DRAWING SIZE:

PROJECT NO.

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ANSI D (22"x34")DRAWING SIZE:

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IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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A310

8/2 5/2

8/2 5/2

SCALE: 3/4" = 1'-0"A310

1 WALL SECTION 1

SCALE: 3/4" = 1'-0"A310

2 WALL SECTION 2

SCALE: 3/4" = 1'-0"A310

3 WALL SECTION 3

A4006

COPIER

A400

REF.

Nic.

KITCHENETTE

WORK AREA

6'- 2 1

/4"

7'-9"

'-4

3/ 4"

6.03

22.17 6.04

11.02

A2 A2

A2

A2

6.03 6.04

1'- 6"

MAX.

6" 3'-0"

GB2

GB3 PTD

22.03

9.03

RE

FL

EC

TIV

E

SU

RF

AC

E

3'- 3"

GB1

MG

TTD

2'- 9"

9.18

2'-

9.03

PTDSDWMG

9.18 3'-

0"

9.03

9.18

2'- 9"

3'-4"

1'- 6"

3'- 4"

GB2

GB3

9.03

22.03

GB1

TTD

3'- 0"

9.18

REF.

Nic.

1'-9" 2'-6"

1 1/4"

1'-9 1/4"

1 3/4" 1'-9" 2'-6"

1 1/4" 1'-9 1/4"

3'- 0"

4" 1'-

2" 2'-

6"

6.03 6.04

6.049.03

11.02

1'-6"2'-6"1'-3"1 1/4"1'-0"1'-0"

2'- 6"

1'- 2"

3'- 4"

1'-6"2'-6"1'-3"1 1/4"2'-0"

9.03

6.04

6.036.04

2'- 6"

1'- 2"

4" 3'-

0"

3/4" 1'-6" 2'-6"

3/4" 1'-6" 2'-6"

1"

6.04

6.03

6.04

6.04

9.03

9.16

8'- 6"

A400 2

7'-

8'-0"

BATHROOM

102A1

A1

A1 A1

PTD

GB3

GB2

22.03

SDW

GB1

TTD

MG

5'- 1"

CL

EA

R

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

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D/

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NL

OA

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ILI

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DKFX 1051228

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B Y

D A

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D R W N

B Y

D A

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C H K

B Y

D A

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A P P R O V

D A

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G

E W

BAIR AS

I N62 8T H

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C

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DRAWING SIZE:

PROJECT NO.

OFSHEET

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ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

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R E V

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8/2 5/2

EN

LA

RG

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F

LO

OR

P

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E

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TI

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A400

8/2 5/2

8/2 5/2

0 4 6 82

GRAPHIC SCALE

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

6.03 SOLID SURFACE COUNTERTOP, WITH BACKSPLASH AS SHOWN

6.04 P-LAM CASEWORK

9.03 ACOUSTIC CEILING TILE

9.16 BASE , RE: FINISH SCHEDULE & FINISH LEGEND

9.18 4"x12" WALL TILE

11.02 REFRIGERATOR, BY OWNER

22.03 WATER CLOSET

22.17 STAINLESS STEEL SINK, RE: PLUMB.

PROJ. TRUE

SCALE: 1/2" = 1'-0"A400

1 ENLARGED PLAN KITCHENETTE & COPY

SCALE: 1/2" = 1'-0"A400

2 BATHROOM (102)

SCALE: 1/2" = 1'-0"A400

3 BATHROOM (102)

SCALE: 1/2" = 1'-0"A400

4 BATHROOM (102)

SCALE: 1/2" = 1'-0"A400

5 BATHROOM (102)

SCALE: 1/2" = 1'-0"A400

6 KITCHENETTE (103)

SCALE: 1/2" = 1'-0"A400

7 KITCHENETTE (103)

SCALE: 1/2" = 1'-0"A400

8 WORK AREA (101)

CASEWORK NOTES

1 COLOR MATCH CAULK WITH EITHER PLASTIC LAMINATE OR WALL FINISH,

WHICHEVER IS DARKER. CONFIRM WITH ARCHITECT

2 CAULK ALL EDGES OF PLASTIC LAMINATE AND COUNTERTOP MATERIALS

WHERE MATERIALS ABUT OTHER SURFACES AND FINISHES, AT ALL

INTERIOR AND EXTERIOR SEAMS AND CORNERS COMPLETE. PROVIDE

BACKER ROD FOR ALL GAPS GREATER THAN 1/4".

3 PROVIDE GROMMETS IN COUNTERTOPS AS REQUIRED BY OWNER.

4 CONTRACTOR TO FIELD VERIFY ALL WALL DIMENSIONS AT CASEWORK

LOCATIONS PRIOR TO FABRICATION

5 WALL CABINETS ARE 12" DEEP, UNLESS NOTED OTHERWISE

6 BASE AND STORAGE CABINETS ARE 24" DEEP, UNLESS NOTED OTHER

WISE.

7 CABINETS TO RECEIVE BASE TO MATCH ADJACENT WALL BASE, UNLESS

NOTED OTHERWISE.

8 ALL FILLERSTRIPS TO MATCH ADJACENT CABINETS. PROVIDE EQUAL

FILLERSTRIP AT BOTH SIDES, UNLESS NOTED OTHERWISE.

9 PROVIDE FINISHED END PANELS WHERE EXPOSED AT BASE AND WALL

CABINETS.

10 CONTRACTOR TO VERIFY ALL MEP AND DIMENSIONAL ROUGH-IN

REQUIREMENTS OF ALL OWNER PROVIDED EQUIPMENT AND APPLIANCES.

11 COORDINATE ROUGH-IN FOR ELECTRICAL OUTLETS, SWITCHES AND UNDER

CABINET LIGHTING WITH ELECTRICAL DRAWINGS.

12 COORDINATE ELECTRICAL AND DATA OUTLET LOCATIONS PRIOR TO

ROUGHING IN ELECTRICAL AND/OR PREPARING CASEWORK SHOP

DRAWINGS.

13 PROVIDE WALL BASE, WALL FINISH AND FLOOR FINISH PER FINISH

SCHEDULE UNLESS NOTED OTHERWISE UNDER OPEN COUNTERTOP

LOCATIONS.

14 PROVIDE 4" TOE-KICK, TYPICAL, U.N.O.

15 PROVIDE 4" BACKSPLASH AND SIDE SPLASH AT ALL COUNTERTOPS

16 ALL WORK SURFACE COUNTERTOPS ARE 24" IN DEPTH.

SCALE: 1/2" = 1'-0"A400

9 ENLARGED PLAN BATHROOM

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION ITEM NO. COMMENTS

GB1 42" STAINLESS STEEL GRAB BARS WITH SNAP

FLANGE (1 1/4" DIA.)

A5109

GB2 36" STAINLESS STEEL GRAB BARS WITH SNAP

FLANGE (1 1/4" DIA.)

A5109

GB3 18" STAINLESS STEEL GRAB BARS WITH SNAP

FLANGE (1 1/4" DIA.)

A5109

MG Glass Mirror with Stainless Steel Angle Frame A5109

PTD SURFACE MOUNTED PAPER TOWEL

DISPENSER

A5080

SDW SURFACE MOUNTED SOAP DISPENSER A5074

TTD SURFACE MOUNTED TWIN JUMBO-ROLL

TOILET TISSUE DISPENSER

A5200

GYP. BD, RE: WALL TYPESMETAL STUDS,

RE: WALL TYPES

METAL DECK, RE: STRUCT. DWGS

SOUND BATTS

WHERE INDICATED

SEAL WALL TO DECK &

JOIST PENETRATIONS,

TYP.

6"

SUSPENDED ACOUSTICAL CEILING &

GRID, RE: REFLECTED CEILING PLAN

& SEISMIC SUPPORT DETAILS

METAL STUDS, RE:

WALL TYPES

GYP. BD, RE: WALL TYPES

SOUND BATTS WHERE INDICATED

NOTE: TO BRACE WALL, EITHER EXTEND STUDS STRAIGHT

UP TO DECK ABOVE OR KICK OUT STUDS AT 45 DEGREES

EACH SIDE 32" o.c. STAGGERED

1i

NON-RATED METAL STUD WALL

EXTEND TO STRUCTURE/DECK ABOVE

A1

STC RATING:

FIRE RATING: N/A

5/8" GYPSUM BOARD

3-5/8" METAL STUDS

@ 16" O.C., U.N.O

SOUND BATT INSULATION

5/8" GYPSUM BOARD

1i

NON-RATED METAL STUD WALL

EXTEND TO 6" ABOVE CEILING

A2

STC RATING:

FIRE RATING:

5/8" GYPSUM BOARD

SOUND BATT INSULATION

5/8" GYPSUM BOARD

40-44

N/A N/A

3-5/8" METAL STUDS

@ 16" O.C., U.N.O

A 3-5/8" METAL STUD

1i

NON-RATED METAL STUD WALL

EXTEND TO STRUCTURE ABOVE

H1

STC RATING:

FIRE RATING: N/A

5/8" GYPSUM BOARD

3-5/8" METAL STUDS

@ 16" O.C., U.N.O

SOUND BATT INSULATION

N/A

H 3-5/8" METAL STUD

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

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HA

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AT

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D/

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NL

OA

D

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TIE

S B .2

DKFX 1051228

FI

N

AL

S

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BM

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TA

L D S G N

B Y

D A

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D R W N

B Y

D A

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C H K

B Y

D A

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A P P R O V

D A

TE

G

E W

BAIR AS

I N62 8T H

C H

AR

LE

ST

O

N A

FB

, S

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JO

IN

T B A S E

C H A R

LE

S

TO

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

F O R

J O

IN

T

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

R E V

IS

IO

N S

R E V

D E S C R

IP

TI

O N

P R E P

B Y

D A

TE

A P P R 'D

IR

A

D

M AN

COM

MO

IT Y

B I L

SM JD SM

8/2 5/2

TY

PI

C

AL

W

AL

L

TY

PE

S F

IN

IS

HE

S

A501

8/2 5/2

8/2 5/2

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

WALL TO STRUCTURE DETAIL

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

T.O. WALL DETAIL - ABOVE CLG

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

WALL TYPES

REFER TO DRAWING SHEET G100

"BID ITEMS" FOR CLIN DELINEATION.

FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR WALLS CEILING

NOTES

ROOM

NO.MTRL. FINISH BASE

NORTH EAST SOUTH WEST

MTRL. FINISHMTRL. FINISH MTRL. FINISH MTRL. FINISH MTRL. FINISH

101 WORK AREA CONC. LVT1 RB1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 101

102 BATHROOM CONC. PFT1 CTB1 CWT1 / GYP.

BD.

PT3 CWT1 -- CWT1 / GYP.

BD.

PT3 CWT1 / GYP.

BD.

PT3 ACT1 -- 102

103 KITCHENETTE CONC. LVT1 RB1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 103 104 WORK STATIONS CONC. LVT1 RB1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 104 105 COMM. ROOM CONC. LVT1 RB1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 105 106 ELECT. ROOM CONC. LVT1 RB1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 106

107 HALL CONC. LVT1 RB1 -- -- GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 107

108 OFFICE CONC. LVT1 RB1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 GYP. BD. PT1 ACT1 -- 108

FINISH MATERIAL LEGEND

CODE MATERIAL MANUFACTURER PRODUCT NAME

PRODUCT

NUMBER PRODUCT COLOR / DESCRIPTION SIZE INSTALLATION FORMAT / INSTRUCTIONS LOCATION

FLOOR FINISHES

LVT1 LUXURY VINYL TILE INTERFACE TEXTURED WOODGRAINS A004-06 ANTIQUE LIGHT OAK 22 MIL, 25 CM x 1 M RANDOM HARDWOOD FLOOR LAYOUT GENERAL THROUGHOUT PFT1 PORCELAIN TILE FLOOR DALTILE BEE HIVE, ASHGREY HEXAGON COLOR P009, V2 MEDIUM, MATTE FINISIH 24" x 20" HEXAGON INSTALL WITH SCHLUTER DITRA

MEMBRANE UNDERLAYMENT, INSTALL

WITH GRT1

RESTROOMS

BASE & TRIM FINISHES

CTB1 CERAMIC TILE COVE BASE DALTILE COLONWHEEL GLAZED IN ARCTIC WHITE, SEMI-GLOSS FINISH -- INSTALL ON RESTROOMS WALLS RESTROOMS

RB1 RUBBER BASE JOHNSONITE TRADITIONAL DURACOVE

RUBBER BASE

08 ICICLE W 4" GENERAL THROUGHOUT

WALL FINISHES

CWT1 CERAMIC WALL TILE DALTILE COLONWHEEL GLAZED IN ARCTIC WHITE, SEMI-GLOSS FINISH 4x12 INSTALL ON ALL WALLS OF RESTROOM, REFER TO INTERIOR ELEVATIONS

RESTROOMS

PT1 PAINT - WALL BENJAMIN MOORE INTERIOR LATEX PAINT OC-53 HORIZON, EGGSHELL FINISH -- GENERAL WALL PAINT PT2 PAINT - TRIM SHERWIN WILLIAMS INTERIOR LATEX PAINT SW 7058 PURE WHITE, SEMI-GLOSS FINISH -- GENERAL THROUGHOUT PT3 PAINT - WALL FARROW AND BALL INTERIOR LATEX PAINT No 91 BLUE GRAY, EGGSHELL FINISH -- RESTROOM

CEILING FINISHES

ACT1 ACOUSTICAL CEILING TILE USG MARS CLIMA PLUS CEILINGS SLT 86785

HRC

WHITE 24"x24"x3/4" INSTALL WITH WHITE GRID DX/DXL AND

2" SEISMIC PERIMETER

GENERAL THROUGHOUT

GWB1 GYPSUM CEILING -- -- -- PAINTED PT3 -- ALL NEW GYPSUM CEILINGS TO HAVE

LEVEL 5 FINISH

OFFICE 108

CABINETRY & MILLWORK FINISHES

PL1 PLASTIC LAMINATE FORMICA LAMINATE 8793-58 GREEN SLATE, MATTE FINISH -- KITCHENETTE AND WORK AREA QZ1 QUARTZ COUNTERTOP DUPONT CORIAN -- WHITE CLOUD, POLISHED FINISH -- -- KITCHENETTE AND WORK AREA

MISCELLANEOUS FINISHES

GRT1 GROUT LATICRETE SPECTRALOCK 78 STERLING SILVER -- RESTROOM FLOORS

GRT2 GROUT LATICRETE SPECTRALOCK 78 STERLING SILVER -- RESTROOM WALLS

SGN1 SIGNAGE TAKEFORM FUSION SERIES -- CUSTOM PERMANENT & SEMI-PERMANENT INTERIOR

SIGNAGE WITH DECORATVIE LAMINATE FACE, APPLIED

GRAPHICS INCLUDEING ALL TACKTILE REQUIREMENTS

IN ADHERENCE WITH ADA SPECIFICATIONS;

PICTOGRAMS AND NAME INSERTS AS REQUIRED PER

ROOM

VARIES DIRECT APPLIED TO WALLS GENERAL THROUGHOUT

FINISH ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CLAD WOOD

ALUM ALUMINUM

CONC. CONCRETE

CP CARPET

CWT CERAMIC WALL TILE

FF FACTORY FINISH

GYP BD GYPSUM BOARD

LVT LUXURY VINYL TILE

MFR MANUFACTURER FINISH

PFT PORCELAIN FLOOR TILE

PT PAINT

RB RUBBER BASE

SCW SOLID CORE (WOOD DOOR)

ST STAIN (FACTORY FINISH)

WC WAINSCOT

WD WOOD

6"

1" 6"

STANDING SEAM METAL

ROOF PANEL SYSTEM

ROOFING UNDERLAYMENT

1/2" COVER BOARD

RIGID INSULATION

1x P.T. WD BLOCKING 2x8 P.T. WD BLOCKING

METAL FLASHING DRIP EDGE

METAL GUTTER AND

DOWNSPOUT SYSTEM

GUTTER BRACKET

METAL FASCIA COVER

BACKER ROD AND SEALANT

METAL PANEL CLOSURE

METAL PANEL SIDING

SYSTEM

3/4" RIGID INSULATION

FLUID APPLIED WEATHER

BARRIER

5/8" GYPSUM SHEATHING

6" METAL STUD FRAMING @

16" O.C.

R13 BATT INSULATION

2x6 P.T. WD BLOCKING

METAL DECK. REFER

TO STRUCTURAL

DWGS.

FIRST FLOOR

3' - 6"

6"

3"

4" 2"

4 1/2"

5/8" GYPSUM WALLBOARD

6" METAL STUD FRAMING

@ 16" O.C.

5/8" GYPSUM SHEATHING

R13 BATT INSULATION

METAL PANEL SIDING

SYSTEM

3/4" RIGID INSULATION

FLUID APPLIED WEATHER BARRIER.

LAP OVER TOP OF METAL FLASHINGS

METAL FLASHING

SEALANT

CAST STONE

8" CMU WALL REFER TO

STRUCTUAL DWGS.

GROUT SOLID

VAPOR BARRIER

CONCRETE

SLAB. REFER TO

STRUCTURAL

DWGS.

FLOOR FINISH

4" SPLIT FACE CMU WITH

HORIZONTAL

REINFORCING 16" O.C.

EACH

BASE

ROOFING

UNDERLAYMENT

1/2" COVER BOARD

RIGID INSULATION

2x6 P.T. WD BLOCKING2x6 P.T. WD BLOCKING

1x P.T. WD BLOCKING

2x8 P.T. WD BLOCKING

METAL FLASHING DRIP

EDGE

METAL FASCIA COVER

BACKER ROD AND

SEALANT

METAL PANEL CLOSURE

METAL PANEL SIDING

SYSTEM

3/4" RIGID INSULATION

FLUID APPLIED WEATHER

BARRIER

5/8" GYPSUM SHEATHING

R-13 BATT INSULATION

6" METAL STUD FRAMING @

16" O.C.

3" METAL DECK

B

UNDERSIDE OF BEAM

15' - 8"

STANDING SEAM METAL

ROOF PANEL SYSTEM

ROOFING

UNDERLAYMENT

1/2" COVER BOARD

RIGID INSULATION

3" METAL DECK

EXIST. STEEL FRAME

BEYOND

8" PURLIN

METAL PANEL SIDING

SYSTEM

3/4" RIGID INSULATION

FLUID APPLIED WEATHER

BARRIER

5/8" GYPSUM SHEATHING

6" METAL STUD FRAMING

@ 16" O.C.

5/8" GYPSUM WALLBOARD

R-13 BATT INSULATION

METAL PANEL SYSTEM

BACKER ROD & SEALANT

BACKER ROD & SEALANT

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

D/

U

NL

OA

D

FA

C

ILI

TIE

S B .2

DKFX 1051228

FI

N

AL

S

U

BM

IT

TA

L D S G N

B Y

D A

TE

D R W N

B Y

D A

TE

C H K

B Y

D A

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A P P R O V

D A

TE

G

E W

BAIR AS

I N62 8T H

C H

AR

LE

ST

O

N A

FB

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

F O R

J O

IN

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B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

R E V

IS

IO

N S

R E V

D E S C R

IP

TI

O N

P R E P

B Y

D A

TE

A P P R 'D

IR

A

D

M AN

COM

MO

IT Y

B I L

SM JD SM

8/2 5/2

EX

TE

RI

OR

W

AL

L

SE

C

TI

ON

D

ET

AI

LS

A520

8/2 5/2

8/2 5/2

SCALE: 3" = 1'-0"A520

2 ROOF EDGE DETAIL

SCALE: 3" = 1'-0"A520

1 BASE OF WALL

SCALE: 3" = 1'-0"A520

4 RAKE DETAIL

SCALE: 3" = 1'-0"A520

3 SECTION DETAIL

WALL "A"

WALL "C"

W

AL

L " B"

W

AL

L " D"

TYPICAL

12'-0"

MAX.

6'-0"

TY

PI

CA

L

'-0

MA

X.

6'- 0"

WALL "A"

WALL "C"

W

AL

L " B"

W

AL

L " D"

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"

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

LAY-IN FLUORESCENT LIGHT

TROFFER, RE: ELECT. DWGS

SUSP'D CLG. GRID TEETIE DOWN CLIP AT EACH CORNER

OF LIGHT FIXTURE, TYPICAL

SUPPORT WIRE SHALL BE

INSTALLED NOT MORE

THAN 1 IN 6 OUT OF PLUMB,

WIRE MAY BE SLACK

NOTE: REFER TO SCHEDULE FOR # OF SUPPORT WIRES

BASED ON WEIGHT OF FIXTURE

8" MAX.

MAIN "TEE"

"TEE" BAR TO FLOAT FREE ON WALL

ANGLE "UNRESTRAINED CONDITION"

2" WIDE WALL ANGLE

FASTEN TO WALL

3/4" MAX.

HANGER WIRE,

NOT MORE THAN 1

IN 6 OUT OF PLUMB

STABILIZER BAR CROSS "TEE"

8" MAX.

POP RIVET WALL ANGLE TO GRID

"RESTRAINED CONDITION"

3/4" MAX. MAIN "TEE"

2" WIDE WALL ANGLE

FASTEN TO WALL

HANGER WIRE,

NOT MORE THAN 1

IN 6 OUT OF PLUMB

STABILIZER BAR CROSS "TEE"

SUSP'D CLG

GRID "TEE"

MECHANICALLY FASTEN POST TO

GRID PER MANUFACTURER'S

INSTRUCTIONS

COMPRESSION POSTVERTICAL SUPPORT

WIRE

SPRING CLIP OR

SIMILAR PER

MANUFACTUER

MECHANICALLY FASTEN

TOP CLIP TO STRUCTURE

SUSPENDED CEILING TILE

LIGHT FIXTURE

MOUNTING BRACKET

LIGHT FIXTURE,

RE: ELECT. DWGS

SUSP'D CLG

GRID "TEE"

SUPPORT WIRE: MAY BE SLACK

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

CHARLESTON

NO. 05148

SHAWN M. MELLINST

AT

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

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.

A/E SEALCOA SEAL

DK

FX

C

ON

ST

RU

C T

HA

ZM

AT

L

OA

D/

U

NL

OA

D

FA

C

ILI

TIE

S B .2

DKFX 1051228

FI

N

AL

S

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BM

IT

TA

L D S G N

B Y

D A

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D R W N

B Y

D A

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C H K

B Y

D A

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A P P R O V

D A

TE

G

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BAIR AS

I N62 8T H

C H

AR

LE

ST

O

N A

FB

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

RECORD DRAWING DATE

ANSI D (22"x34")DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

ME

NT

O

F T

HE

A

IR

FO

RC

E

AI

R

MO

BI

LIT

Y

CO

MM

AN

D

F O R

J O

IN

T

B A S E

C H A R L E S T O N

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

D R A W

IN

G

R E V

IS

IO

N S

R E V

D E S C R

IP

TI

O N

P R E P

B Y

D A

TE

A P P R 'D

IR

A

D

M AN

COM

MO

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B I L

SM JD SM

8/2 5/2

TY

PI

C

AL

S

EI

SM

IC

C

EI

LI

NG

D

ET

AI

LS

A560

8/2 5/2

8/2 5/2

SCALE: 1/8" = 1'-0"A560

1 GRID WHEN ROOM < 1,000 SF

SCALE: 1/8" = 1'-0"A560

2 GRID WHEN ROOM > 1,000 SF

N.T.S.A560

7 SUP'D GYPSUM BD. CEILING DETAIL

SCALE: 3" = 1'-0"A560

6 WALL / CLG INTERSECTION

N.T.S.A560

5 ACT SEISMIC SPLAY WIRE LAYOUT

N.T.S.A560

4 LAY-IN TROFFER ATTACHMENT

SCALE: 3" = 1'-0"A560

9 UNRESTRAINED GRID / WALL

SCALE: 3" = 1'-0"A560

10 ACT GRID AT WALL

SCALE: 1/64" = 1'-0"A560

11 COMPRESSION POST

SCALE: 3/4" = 1'-0"A560

8 CAN LIGHT ATTACHMENT

N.T.S.A560

3 AIR TERMINAL ATTACHMENT TO SUSP'D GRID

SEISMIC CEILING SCHEDULE

# CEILING COMPONENET IBC CATEGORY 'C' CISCA ZONES 0 - 2

IBC CATEGORY 'D', 'E', OR 'F' - CISCA ZONES 3 & 4

DETAIL NO. SEISMIC REMARKSUP TO 1,000 SF GREATER THAN 1,000 SF

1 INTERSECTION STRENGTH AT MAIN / CROSS TEES 60 LBS. 180 LBS. 180 LBS.

2 HANGER WIRE (MIN. OF 3 TWISTS) 12 GAUGE @ 4" O.C. EACH WAY 12 GAUGE @ 3" O.C. EACH WAY 12 GAUGE @ 4" O.C. EACH WAY 3 CONNECTION @ WIRE / STRUCTURE ABOVE NO MINIMUM REQUIREMENT 100 LBS. MINIMUM 100 LBS. MINIMUM

4 MAIN TEE CLASSIFICATION INTERMEDIATE DUTY OR HEAVY DUTY HEAVY DUTY HEAVY DUTY

5 MAXIMUM OUT OF PLUMB 1 IN 6 MAXIMUM 1 IN 6 MAXIMUM 1 IN 6 MAXIMUM

6 PERIMETER WIRE DISTANCE FROM WALLS IF WALL ANGLE < 7/8" THEN 8" MAXIMUM 8" MAXIMUM 8" MAXIMUM 7 GRID CONNECTION TO PERIMETER WALLS NOT ALLOWED ATTACHED TO TWO ADJACENT WALLS ATTACHED TO TWO ADJACENT WALLS 8 PERIMETER TEE ENDS TIED TOGETHER YES, WITH STABILIZER BAR YES, WITH STABILIZER BAR YES, WITH STABILIZER BAR

9 PERIMETER MOLDING WIDTH 7/8" MINIMUM 2" MINIMUM 2" MINIMUM

10 GRID / WALL CLEARANCE 3/8" MINIMUM 3/4" MINIMUM 3/4" MINIMUM

11 SPLAY BRACING 90 DEG. APART @ 45 DEG. ANGLES NOT REQUIRED NOT REQUIRED REQUIRED WITHIN 2" OF TEE INTERSECTION @ 12'-0" O.C. EACH WAY

12 SPLAY BRACING CONNECTION STRENGTH N/A N/A GREATER OF 200 LBS. OR DESIGN LOAD

13 COMPRESSION POSTS NOT REQUIRED NOT REQUIRED REQUIRED @ 12'-0" O.C. EACH WAY, STARTING 6" FROM WALLS 14 PARTITION ATTACHMENT BRACE INDEPENDENT OF CEILING GRID BRACE INDEPENDENT OF CEILING GRID BRACE INDEPENDENT OF CEILING GRID 15 SEISMIC SEPARATION JOINT NOT REQUIRED NOT REQUIRED REQUIRED WHERE AREA IS > 2,500 SF

16 RIGID BRACING AT CEILING PLANE CHANGES NOT REQUIRED YES YES

17 ALL LIGHT FIXTURES ATTACHED TO GRID, TYPICAL AT 2 POINTS UNLESS INDEPEDENTLY SUPPORTED AT 2 POINTS UNLESS INDEPEDENTLY SUPPORTED AT 2 POINTS UNLESS INDEPEDENTLY SUPPORTED

18 SURFACE MOUNTED LIGHT FIXTURE ATTACH TO GRID ATTACH TO GRID ATTACH TO GRID

19 PENDANT HUNG LIGHT FIXTURE SUPPORT DIRECTLY FROM STRUCTURE W/ 9 GA. WIRE SUPPORT DIRECTLY FROM STRUCTURE W/ 9 GA. WIRE SUPPORT DIRECTLY FROM STRUCTURE W/ 9 GA. WIRE 20 RECESSED LIGHT FIXTURE < 10 LBS. SUPPORT WITH ONE WIRE TO STRUCTURE SUPPORT WITH ONE WIRE TO STRUCTURE SUPPORT WITH ONE WIRE TO STRUCTURE 21 LAY-IN OR RECESSED LIGHT FIXTURE, 10 TO 56 LBS. TWO WIRES TO STRUCTURE ON DIAGONAL TWO WIRES TO STRUCTURE ON DIAGONAL TWO WIRES TO STRUCTURE ON DIAGONAL 22 LAY-IN OR RECESSED LIGHT FIXTURE, > 56 LBS. SUPPORT INDEPENDENTLY FROM STRUCTURE SUPPORT INDEPENDENTLY FROM STRUCTURE SUPPORT INDEPENDENTLY FROM STRUCTURE 23 AIR TERMINALS < 20 LBS. POSITIVELY ATTACHED TO GRID POSITIVELY ATTACHED TO GRID POSITIVELY ATTACHED TO GRID 24 AIR TERMINALS, 10 TO 56 LBS. POSITIVELY ATTACH TO GRID + 2 WIRES TO STRUCTURE POSITIVELY ATTACH TO GRID + 2 WIRES TO STRUCTURE POSITIVELY ATTACH TO GRID + 2 WIRES TO STRUCTURE 25 AIR TERMINALS > 56 LBS. SUPPORT DIRECTLY FROM STRUCTURE SUPPORT DIRECTLY FROM STRUCTURE SUPPORT DIRECTLY FROM STRUCTURE 26 SPRINKLER HEAD CLEARANCE 3/8" ON ALL SIDES 2" MINIMUM OPENING OR SWING JOINT 2" MINIMUM OPENING OR SWING JOINT 27 MISC. PENETRATION CLEARANCE 3/8" ON ALL SIDES 2" MINIMUM OPENING OR FLEX JOINT 2" MINIMUM OPENING OR FLEX JOINT 28 CABLE TRAYS MAY BE SUPPORTED BY GRID OR STRUCTURE SUPPORT DIRECTLY FROM STRUCTURE SUPPORT DIRECTLY FROM STRUCTURE 29 CONDUIT AND PIPING MAY BE SUPPORTED BY GRID OR STRUCTURE SUPPORT DIRECTLY FROM STRUCTURE SUPPORT DIRECTLY FROM STRUCTURE

REFER TO DRAWING SHEET G100 "BID ITEMS" FOR CLIN DELINEATION.

TCX TOP CHORD EXTENSION

E0S EDGE OF SLAB

OUT TO OUT

OUTSIDE DIAMETER

OUTSIDE FACE

ON CENTER

OPENING

PLATE

OPPOSITE

OPEN WEB

POWDER ACTUATED FASTENER

POUNDS PER LINEAL FOOT

RADIUS

REFERENCE

RIGHT

RADIUS POINT

ROOF TOP UNIT

REVISION

RETURN

REINFORCEMENT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

PROJECTION

O/O

OPNG

OC

OF

OD

OPP

0W

PLF

PAF

PL

ADJ

AB

AHU

AFF

ALUM

BUILDING

ARCH

APPD

B/

BLDG

APPROX

ALT

APPROXIMATE

APPROVED

ALTERNATE

ALUMINUM

ADJACENT

BOTTOM OF

ARCHITECT

AIR HANDLING UNIT

ABOVE FINISHED FLOOR

ANCHOR BOLT

PT

PSF

PSI

REF

RAD

RP

REV

RET

RTU

RT

BOTTOM

BEARING

BETWEEN

BLOCK

BRG

BOT

BRDG

BTWN

BLK

CLEAR

COLUMN

CHAM

CIRC

C/C

CLR

COL

CMU

CJ

CANT

BRIDGING

CANTILEVER

CONTROL JOINT

CIRCULAR

CHAMFER

CONCRETE MASONRY UNITS

CENTER TO CENTER

BEAMBM

PROJ

REINF

SLAB BOLSTER

STEP FOOTING

SPECIFICATIONS

SCHEDULE

SECTION

SIMILAR

SLEEVE ANCHOR

STEEL

STAINLESS STEEL

STANDARD

STIFFENERS

SPACING,ES

SQUARE

SHORT SLOTTED HOLES

TOP OF

SYMMETRICAL

TOP AND BOTTOM

TIE BEAM

TIE COLUMN

TYPICAL

TUBE…