Attch 2 Project Drawings.pdf

ACCESS SECURITY COORDINATION

PROJECT DURATION

CONTRACTOR SHALL CONTACT 811 FOR LOCATIONS OF ALL UTILITIES

AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.

Knowwhat'sbelow.

Callbefoer youdig.

55555555 View NameView NameView NameView 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

2-PART WALL SECTION CALLOUT KEY WITH

DETAIL NUMBER & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

ELEVATION CALLOUT KEY WITH DETAIL

NUMBER & SHEET REFERENCE WHERE DETAIL

IS DRAWN.

A101

2-PART ELEVATION CALLOUT KEY WITH DETAIL

NUMBER & SHEET REFERENCE WHERE DETAIL

IS DRAWN.

A101

0 16 24 328

GRAPHIC SCALE

GRAPHIC SCALE OF A SHEET OR DETAIL

Room name

ROOM NAME & NUMBER:

SEE SHEET A6xx FOR FINISHES

REVISION MARK - ASI / RFI / PR / CCD

Name Elevation

VERTICAL DATUM MARKER

NEW CONSTRUCTION KEYNOTE TAG

CENTERLINE

EXISTING WALL TO REMAIN

TYPICAL LEGEND & SYMBOLS

PROJ.

PLAN NORTH ARROW

DEMOLITION KEYNOTE TAG

CEILING HEIGHT10'-0"

1 REVISION MARK - ADDENDA

ASI 01

TRUE

TRUE NORTH ARROW

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMST

A

TE

OF SOUTHCARO

LINA

R E

G

ISTERED A RCHIT

EC

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

GENERAL ARCHITECTURAL INFORMATION

A000

ABBREVIATIONS

O

OC ON CENTER

OD OUTSIDE DIAMETER

OPG OPENING

OPP OPPOSITE

P

PL PLASTIC LAMINATE

PNT PAINT

R

RAD RADIUS

RCP REFLECTED CEILING PLAN

REINF REINFORCED

REQ'D REQUIRED

REV REVERSED

RO ROUGH OPENING

S

SC SOLID CORE

SF STOREFRONT

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STL STEEL

SUSP SUSPENDED

T

T/ TOP OF

TEMP TEMPORARY

THK THICK

TP TOILET PARTITION

TYP TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V.I.F. VERIFY IN FIELD

VERT VERTICAL

VJ VERTICAL JOINT

W

W/ WITH

W/O WITHOUT

WD WOOD

ABBREVIATIONS

F

FACT FACTORY FINISH

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

G GROUT

GA GAGE / GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GL GLASS / GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HC HOLLOW CORE

HM HOLLOW METAL

I

INSUL INSULATION

J

JT JOINT

L

LP LOW POINT

M

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N

N NORTH

NIC NOT IN CONTRACT

NO OR # NUMBER

NTS NOT TO SCALE

ABBREVIATIONS

A

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

B

B/ BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BRG BEARING

C

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

D

DET DETAIL

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

E

EA EACH

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPOSED (TO STRUCTURE)

EXT EXTERIOR

KEYNOTE LEGEND - MASTER

KEY

VALUE KEYNOTE TEXT

1.01 ALIGN

2.30 EXISTING LOCKERS TO REMAIN

5.12 NEW GALVANIZED STEEL LADDER, WALL MOUNTED, TO

EXTEND FROM FINISHED FLOOR TO NEW CATWALK

SYSTEM ABOVE CEILING.

5.30 NEW BLOCKING WITHIN EXISTING WALL CAVITY, WIDTH

AND HEIGHT OF NEW LADDER.

6.30 CUT EXISTING (5) ADJUSTABLE WOOD SHELVES

REMOVED FROM THIS WALL TO ALIGN WITH INSIDE FACE

OF NEW GYP. BOARD BULKHEAD ABOVE. REINSTALL

EXISTING METAL WALL-MOUNTED HANGING BRACKETS

AND SHELF STANDARDS ACROSS THIS WALL. REFER TO

IMAGES AND NOTES ON 3/A120A.

8.30 NEW GYP. BOARD BULKHEAD WITH SWINGING ACCESS

PANEL TO ATTIC.

9.02 PAINT ALL WALLS IN ROOM TO MATCH EXISTING COLOR.

9.03 NEW ACOUSTIC TILE CEILING SYSTEM TO BE INSTALLED,

NEW GRID IS TO BE INSTALLED IN THE EXACT SAME

HEIGHT AND LOCATION/ LAYOUT AS EXISTING

THROUGHOUT ENTIRE ROOM.

9.30 NEW GYP BOARD FINISH ON EXISTING METAL FRAMING

AT DEMOLISHED GYP. BOARD, MINIMUM 32" WIDE BY

FULL HEIGHT OF WALL

D01 REMOVE GYP. BOARD FINISH FROM WALL TO EXPOSE

EXISTING STUDS. MINIMUM 32" WIDE.

D09 DEMOLISH EXISTING DROPPED ACOUSTIC TILE CEILING

SYSTEM, REFER TO M/E/P/FP DRAWINGS FOR DIRECTION

ON ALL FIXTURES AND DEVICES

D10 REMOVE EXISTING ADJUSTABLE WOOD SHELVES AND

WALL MOUNTED HANGING BRACKETS ALONG THIS WALL

GENERAL PROJECT NOTES

1 PROVIDE ACCESS PANELS WHERE NEEDED TO ACCESS

VALUES, EQUIPMENT, FILTERS, ETC EVEN IF NOT NOTED IN

THE DRAWINGS.

2 DETAILS ARE SHOWN TO DESCRIBE DESIGN INTENT,

COORDINATE COMPLETE SHOP DRAWINGS, SHOWING ALL

CONSTRUCTION DETAILS AND LAYOUTS AS REQUIRED FOR A

COMPLETE JOB, ADHERING TO THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS, WARRANTIES AND, GOVERNING

CODES.

3 THE CONSTRUCTION SUBSYSTEMS AND PARTITION TYPES

SHOWN INDICATE THE GENERAL CONSTRUCTION FEATURES

OF THE WORK TO BE COMPLETED. THEY ARE NOT INTENDED

TO REPRESENT THE ENTIRE CONSTRUCTION PROCSS AND

ACCESSORIES USED. THE CONTRACTOR AND

SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLETED

SYSTEMS AND TO BE IN COMPLIANCE WITH GOVERNING

CODES AND THE INTENT OF THE DRAWINGS.

4 CONSTRUCTION MATERIALS OR PROCESSES WHICH ARE

HAZARDOUS TO WORKERS OR FUTURE OCCUPANTS ARE NOT

PERMITTED.

5 REFER TO STRUCTURAL MECHANICAL, ELECTRICAL,

PLUMBING OR FIRE PROTECTION DRAWINGS FOR ADDITIONAL

NOTES AND REFERENCES.

6 GENERAL CONTRACTOR AND APPLICABLE SUB CONTRACTORS

SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

COMMENCING DEMOLITION AND NEW CONSTRUCTION. DO

NOT SCALE DRAWINGS.

7 GENERAL CONTRACTOR TO COORDINATE WITH OWNER ON

ALL OWNER PROVIDED EQUIPMENT AND FURNISHINGS.

LEGEND & SYMBOLS

EXISTING 2' X 2' ACT CEILING GRID SYSTEM

EXISTING GYPSUM BOARD CEILING SYSTEM

AREA NOT IN SCOPE OF WORK

EXISTING CEILING AND SOFFIT TO BE

DEMOLISHED COMPLETE IN THIS AREA

D1 DEMOLITION KEYNOTE TAG

D01

CORRIDOR

CORRIDOR

CORRIDOR

D09

D09

D09D09

D09

D09

D10

KEY PLAN

A

B

C

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMS

T

A

TE

OF SOUTHCARO

LIN

A

R E

G

ISTERED A RCHIT

E C

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

DEMOLITION CEILING PLAN

AD120

PROJ. TRUE

0 32 48 6416

GRAPHIC SCALE

GENERAL DEMO. CEILING NOTES

1 AT DEMOLISHED CEILINGS, REMOVE ALL CEILINGS,

ASSOCIATED FRAMING, BLOCKING & SUPPORTS

2 AT DEMOLISHED CEILINGS, REMOVE ALL LIGHTING FIXTURES,

ASSOCIATED FRAMING, BLOCKING & SUPPORTS, REFER TO

ELECTRIC

3 AT DEMOLISHED CEILINGS, REMOVE ALL ANNOUNCIATION,

LIFE SAFETY, SECURITY DEVICES, & ASSOCIATED WIRING,

REFER TO ELECTRIC

4 AT DEMOLISHED CEILINGS, REMOVE ALL HVAC GRILLS, REFER

TO MECH.

DEMOLITION CEILING NOTES

1 REFER TO SHEET AD100 FOR GENERAL DEMOLITION NOTES.

2 REFER TO DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

INFORMATION.

3 COORDINATE DEMOLITION AND NEW WORK WITH ELECTRICAL /

MECHANICAL / PLUMBING DRAWINGS.

SCALE: 1/16" = 1'-0"AD120

1111 DEMOLITION REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN ---- OVERALLOVERALLOVERALLOVERALL

KEYNOTE LEGEND - DEMO

KEY

VALUE KEYNOTE TEXT

D01 REMOVE GYP. BOARD FINISH FROM WALL TO EXPOSE

EXISTING STUDS. MINIMUM 32" WIDE.

D09 DEMOLISH EXISTING DROPPED ACOUSTIC TILE CEILING

SYSTEM, REFER TO M/E/P/FP DRAWINGS FOR DIRECTION

ON ALL FIXTURES AND DEVICES

D10 REMOVE EXISTING ADJUSTABLE WOOD SHELVES AND WALL

MOUNTED HANGING BRACKETS ALONG THIS WALL

INFANTS

INFANTS

INFANTS

INFANTS

TRAINING/CONFERENCE

INFANTS

INFANTS

INFANTS

INFANTS

CORRIDOR

PRE-SCHOOLERS

PRE-SCHOOLERS

PRE-SCHOOLERS

PRE-SCHOOLERS

TODDLERS

TODDLERS

TODDLERS

PRE-TODDLERS

PRE-TODDLERS

PRE-TODDLERS

PRE-TODDLERS

PRE-TODDLERS

PRE-TODDLERS

TODDLERS

TODDLERS

TODDLERS

STOR.

STOR.

BREAK/STAFF

ROOM

LOCKERS

CORRIDOR

CORRIDOR

CORRIDOR

A

A A

A

A

C

A120C

A120B A

B

STORAGE

KEY PLAN

A

B

C

LEGEND & SYMBOLS

2' X 2' ACT CEILING GRID SYSTEM;

MATCH EXISTING GRID AND TILES

REFER TO DETAILS ON A560

GYPSUM BOARD CEILING SYSTEM OR SOFFIT;

PAINT TO MATCH ADJACENT WALL

SUPPLY DIFFUSER;

REFER TO MECHANICAL DRAWINGS

RETURN DIFFUSER;

REFER TO MECHANICAL DRAWINGS

NEW CONSTRUCTION KEYNOTE TAG?

AREA NOT IN SCOPE OF WORK

EXISTING EXTERIOR SOFFIT

10'- 0" CEILING HEIGHT TAG

2X2 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

EXISTING SPRINKLER,

REFER TO FIRE PROTECTION DRAWINGS

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMS

T

A

TE

OF SOUTHCARO

LIN

A

R E

G

ISTERED A RCHIT

E C

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

REFLECTED CEILING PLAN - OVERALL

A120

7SCALE: 1/16" = 1'-0"A120

1111 REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN ---- OVERALLOVERALLOVERALLOVERALL

CEILING PLAN NOTES

1 REFER TO GENERAL CEILING NOTES ON SHEET A120..

2 COORDINATE REFLECTED CEILING PLANS WITH ELECTRICAL,

MECHANICAL, STRUCTURAL, FIRE PROTECTION AND ROOM

FINISH SCHEDULE.

3 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.

4 REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR

MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING IS

INDICATED OR REQUIRED.

5 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.

6 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.

7 REFER TO A560 FOR RCP SEISMIC REQUIREMENTS AND

CEILING DETAILS.

GENERAL CEILING PLAN NOTES

1 ALL NEW CEILINGS ARE TO BE INSTALLED AT THE EXISTING

CEILING HEIGHT FOR THAT ROOM/SPACE.

2 ALL NOTED CEILING HEIGHTS ARE RELATIVE TO THE FINISH

FLOOR BELOW.

3 ALL DIMENSIONS ARE TO FINISH FACE OF SOFFIT OR

PARTITION AND TO CENTERLINE OF LIGHT FIXTURE, U.O.N.

4 NEW CEILING GRIDS ARE TO BE INSTALLED WITH SAME

LAYOUT AS EXISTING.

5 REFER TO MECHANICAL DRAWINGS FOR DIFFUSER TYPES.

REFER TO ARCHITECTURAL DRAWINGS FOR EXACT

PLACEMENT OF DEVICES. NOTIFY CONTRACTING OFFICER 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 CONTRACTING OFFICER

OF ANY POTENTIAL CONFLICTS PRIOR TO PROCEEDING WITH

WORK.

7 ALL NEW CEILING GRIDS AND TILES ARE TO MATCH EXISTING

GRIDS AND TILES.

PROJ. TRUE

0 32 48 6416

GRAPHIC SCALE

2' X 2' ACT CEILING GRID SYSTEM;

MATCH EXISTING GRID AND TILES

REFER TO DETAILS ON A560

GYPSUM BOARD CEILING SYSTEM OR SOFFIT;

PAINT TO MATCH ADJACENT WALL

SUPPLY DIFFUSER;

REFER TO MECHANICAL DRAWINGS

RETURN DIFFUSER;

REFER TO MECHANICAL DRAWINGS

NEW CONSTRUCTION KEYNOTE TAG?

AREA NOT IN SCOPE OF WORK

EXISTING EXTERIOR SOFFIT

10'- 0" CEILING HEIGHT TAG

2X2 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

EXISTING SPRINKLER,

REFER TO FIRE PROTECTION DRAWINGS

INFANTS

STO.

INFANTS

STO.

STO.

BYE-BYE

BUGGIES

INFANTS

INFANTS

STO.

LAUNDRY

OFFICE

OFFICE

STORAGE

TRAINING/CONFERENCE

BREAK/STAFF

ROOM

ELEC.

MECH.

COMM ROOM

LAUNDRY

WOMEN

DIR OFFICE

CONF ROOM

FCC OFFICE

DIR ASST

MEN

WOMEN

STO.

OFFICE

101ISOLATION

ROOM

STO.

INFANTS

INFANTS

STO.

STO.

STO.

BYE-BYE

BUDDIES

INFANTS

INFANTS

10'-0"

A120A

9.02

CORRIDOR

1139.039.03 9.039.03

KEY PLAN

A

B

C

9.039.03

A561

5.12

8.30

9.30

5.30

9.02

8' - 8"

A561

SIM

9.02

1.011.01

.0

.0

5"

5"

.3

.3

FIVE (5) EXISTING SHELVES TO BE

REMOVED, CUT TO ALLOW

ACCESS TO NEW LADDER (+-/32"),

PAINTED AND REINSTALLED

ALL EXISTING SHELF BRACKET

HANGERS AND STANDARDS ARE

TO BE REMOVED AND REINSTALLED

FROM THIS WALL

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMST

A

TE

OF SOUTHCARO

LINA

R E

G

ISTERED A RCHIT

EC

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

REFLECTED CEILING PLAN - AREA "A"

A120A

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

1.01 ALIGN

5.12 NEW GALVANIZED STEEL LADDER, WALL MOUNTED, TO

EXTEND FROM FINISHED FLOOR TO NEW CATWALK SYSTEM

ABOVE CEILING.

5.30 NEW BLOCKING WITHIN EXISTING WALL CAVITY, WIDTH AND

HEIGHT OF NEW LADDER.

6.30 CUT EXISTING (5) ADJUSTABLE WOOD SHELVES REMOVED

FROM THIS WALL TO ALIGN WITH INSIDE FACE OF NEW GYP.

BOARD BULKHEAD ABOVE. REINSTALL EXISTING METAL

WALL-MOUNTED HANGING BRACKETS AND SHELF

STANDARDS ACROSS THIS WALL. REFER TO IMAGES AND

NOTES ON 3/A120A.

8.30 NEW GYP. BOARD BULKHEAD WITH SWINGING ACCESS

PANEL TO ATTIC.

9.02 PAINT ALL WALLS IN ROOM TO MATCH EXISTING COLOR.

9.03 NEW ACOUSTIC TILE CEILING SYSTEM TO BE INSTALLED,

NEW GRID IS TO BE INSTALLED IN THE EXACT SAME HEIGHT

AND LOCATION/ LAYOUT AS EXISTING THROUGHOUT

ENTIRE ROOM.

9.30 NEW GYP BOARD FINISH ON EXISTING METAL FRAMING AT

DEMOLISHED GYP. BOARD, MINIMUM 32" WIDE BY FULL

HEIGHT OF WALL

PROJ. TRUE

0 16 24 328

GRAPHIC SCALE

CEILING PLAN NOTES

1 REFER TO GENERAL CEILING NOTES ON SHEET A120..

2 COORDINATE REFLECTED CEILING PLANS WITH ELECTRICAL,

MECHANICAL, STRUCTURAL, FIRE PROTECTION AND ROOM

FINISH SCHEDULE.

3 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.

4 REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR

MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING IS

INDICATED OR REQUIRED.

5 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.

6 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.

7 REFER TO A560 FOR RCP SEISMIC REQUIREMENTS AND

CEILING DETAILS.

SCALE: 1/8" = 1'-0"A120A

1111 PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN ---- AREA "A"AREA "A"AREA "A"AREA "A"

SCALE: 1/2" = 1'-0"A120AA120A

2222 STORAGE (#124) RCPSTORAGE (#124) RCPSTORAGE (#124) RCPSTORAGE (#124) RCP

SCALE: 1 1/2" = 1'-0"A120A

3333 STORAGE (#124) REFERENCE IMAGES STORAGE (#124) REFERENCE IMAGES STORAGE (#124) REFERENCE IMAGES STORAGE (#124) REFERENCE IMAGES ---- SHELVESSHELVESSHELVESSHELVES

MECH.

PRE-SCHOOLERS

PRE-SCHOOLERS

STO.

PRE-SCHOOLERS

PRE-SCHOOLERS

KITCHEN

STO.

143B

TOILET

142C

STO.

STO.

TODDLERS

TODDLERS

STO.

TODDLERS

STOR.

10'-0" 10'-0"

10'-0"

A120B

9.02

CORRIDOR

9.039.03 9.039.03

LEGEND & SYMBOLS

2' X 2' ACT CEILING GRID SYSTEM;

MATCH EXISTING GRID AND TILES

REFER TO DETAILS ON A560

GYPSUM BOARD CEILING SYSTEM OR SOFFIT;

PAINT TO MATCH ADJACENT WALL

SUPPLY DIFFUSER;

REFER TO MECHANICAL DRAWINGS

RETURN DIFFUSER;

REFER TO MECHANICAL DRAWINGS

NEW CONSTRUCTION KEYNOTE TAG?

AREA NOT IN SCOPE OF WORK

EXISTING EXTERIOR SOFFIT

10'- 0" CEILING HEIGHT TAG

2X2 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

EXISTING SPRINKLER,

REFER TO FIRE PROTECTION DRAWINGS

KEY PLAN

A

B

C

5.12

8.30

9.029.02

7'-8"

A561

TYP.

A561

TYP.

5" 3'-2" 5"

'-6

/4

/-1'-0" 1'-0"

9.039.03

1.011.01

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMS

T

A

TE

OF SOUTHCARO

LIN

A

R E

G

ISTERED A RCHIT

E C

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

REFLECTED CEILING PLAN - AREA "B"

A120B

PROJ. TRUE

0 16 24 328

GRAPHIC SCALE

CEILING PLAN NOTES

1 REFER TO GENERAL CEILING NOTES ON SHEET A120..

2 COORDINATE REFLECTED CEILING PLANS WITH ELECTRICAL,

MECHANICAL, STRUCTURAL, FIRE PROTECTION AND ROOM

FINISH SCHEDULE.

3 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.

4 REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR

MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING IS

INDICATED OR REQUIRED.

5 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.

6 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.

7 REFER TO A560 FOR RCP SEISMIC REQUIREMENTS AND

CEILING DETAILS.

SCALE: 1/8" = 1'-0"A120B

1111 PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN ---- AREA "B"AREA "B"AREA "B"AREA "B"

SCALE: 1/2" = 1'-0"A120BA120B

2222 STORAGE (#149) RCPSTORAGE (#149) RCPSTORAGE (#149) RCPSTORAGE (#149) RCP

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

1.01 ALIGN

5.12 NEW GALVANIZED STEEL LADDER, WALL MOUNTED, TO

EXTEND FROM FINISHED FLOOR TO NEW CATWALK SYSTEM

ABOVE CEILING.

8.30 NEW GYP. BOARD BULKHEAD WITH SWINGING ACCESS

PANEL TO ATTIC.

9.02 PAINT ALL WALLS IN ROOM TO MATCH EXISTING COLOR.

9.03 NEW ACOUSTIC TILE CEILING SYSTEM TO BE INSTALLED,

NEW GRID IS TO BE INSTALLED IN THE EXACT SAME HEIGHT

AND LOCATION/ LAYOUT AS EXISTING THROUGHOUT

ENTIRE ROOM.

2' X 2' ACT CEILING GRID SYSTEM;

MATCH EXISTING GRID AND TILES

REFER TO DETAILS ON A560

GYPSUM BOARD CEILING SYSTEM OR SOFFIT;

PAINT TO MATCH ADJACENT WALL

SUPPLY DIFFUSER;

REFER TO MECHANICAL DRAWINGS

RETURN DIFFUSER;

REFER TO MECHANICAL DRAWINGS

NEW CONSTRUCTION KEYNOTE TAG?

AREA NOT IN SCOPE OF WORK

EXISTING EXTERIOR SOFFIT

10'- 0" CEILING HEIGHT TAG

2X2 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

EXISTING SPRINKLER,

REFER TO FIRE PROTECTION DRAWINGS

KEY PLAN

A

B

C

LAUNDRY

WOMEN

JANITOR

PRE-TODDLERS

STO.

PRE-TODDLERS

STO.

STO.

PRE-TODDLERS

PRE-TODDLERS

STO.

STO.

PRE-TODDLERS

PRE-TODDLERS

STO.

STO.

TODDLERS

TODDLERS

STO.

TODDLERS

STOR.

10'-0"

10'-0"

10'-0"

A120C

9.02

CORRIDOR

9.039.03

9.03

9.039.03

5" 3'-2" 5"

'-6

8.30

5.12

9.02

7'-8"

A561

TYP.

A561

TYP.

9.039.03

1.011.01

1.011.01

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMS

T

A

TE

OF SOUTHCARO

LIN

A

R E

G

ISTERED A RCHIT

E C

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

REFLECTED CEILING PLAN - AREA "C"

A120C

PROJ. TRUE

0 16 24 328

GRAPHIC SCALE

CEILING PLAN NOTES

1 REFER TO GENERAL CEILING NOTES ON SHEET A120..

2 COORDINATE REFLECTED CEILING PLANS WITH ELECTRICAL,

MECHANICAL, STRUCTURAL, FIRE PROTECTION AND ROOM

FINISH SCHEDULE.

3 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.

4 REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR

MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING IS

INDICATED OR REQUIRED.

5 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.

6 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.

7 REFER TO A560 FOR RCP SEISMIC REQUIREMENTS AND

CEILING DETAILS.

SCALE: 1/8" = 1'-0"A120C

1111 PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN PARTIAL REFLECTED CEILING PLAN ---- AREA "C"AREA "C"AREA "C"AREA "C"

SCALE: 1/2" = 1'-0"A120CA120C

2222 STORAGE (#150) RCPSTORAGE (#150) RCPSTORAGE (#150) RCPSTORAGE (#150) RCP

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

1.01 ALIGN

5.12 NEW GALVANIZED STEEL LADDER, WALL MOUNTED, TO

EXTEND FROM FINISHED FLOOR TO NEW CATWALK SYSTEM

ABOVE CEILING.

8.30 NEW GYP. BOARD BULKHEAD WITH SWINGING ACCESS

PANEL TO ATTIC.

9.02 PAINT ALL WALLS IN ROOM TO MATCH EXISTING COLOR.

9.03 NEW ACOUSTIC TILE CEILING SYSTEM TO BE INSTALLED,

NEW GRID IS TO BE INSTALLED IN THE EXACT SAME HEIGHT

AND LOCATION/ LAYOUT AS EXISTING THROUGHOUT

ENTIRE ROOM.

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 STABILZER 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 GREATER THAN 1,000 SF

DETAIL

5/A570180 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 STABILZER BAR

NOT REQUIRED

N/A

NOT REQUIRED

BRACE INDEPENDENT OF CEILING GRID

NOT REQUIRED

YES

AT 2 POINTS UNLESS INDEPENDEENTLY 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

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 STABILZER BAR

REQ'D WITHIN 2" OF TEE INTERSECTION @ 12'-0" o. c. E.W.

GREATER OF 200 LBS. OR DESIGN LOAD

REQ'D @ 12' O.C. EACH WAY, STARTING 6' FROM WALLS

BRACE INDEPENDENT OF CEILING GRID

REQUIRED WHERE AREA IS > 2,500 SF

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

REMARKS

SEISMIC RESTRAINTS FOR SUSP'D AOUSTICAL CEILINGS

# CEILING COMPONENT

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

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

MAIN OR CROSS

TEES, TYP.

FASTNER 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

SUSP'D CLG

GRID "TEE"

MECHANICALLY FASTEN

POST TO GRID PER

MANUFACTURER'S

INSTRUCTIONS

COMPRESSION POST

VERTICAL SUPPORT

WIRE

SPRING CLIP OR

SIMILAR PER

MANUFACTUER

MECHANICALLY FASTEN

TOP CLIP TO STRUCTURE

8" MAX.

MAIN "TEE"

POP RIVET WALL ANGLE TO GRID

"RESTRAINED 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.

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"

LAY-IN FLUORESCENT

LIGHT TROFFER,

SEE ELECT. DWGS

SUSP'D CLG.

GRID TEE

TIE 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:

SEE SCHEDULE FOR # OF

SUPPORT WIRES BASED

ON WEIGHT OF FIXTURE

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

STRUCURE ABOVE

WALL "A"

WALL "C"

W A

L L

"B

W A

L L

"D

TYPICAL

12'-0"

MAX.

6'-0"

T Y

P

IC

A L

'-0

M A

X

6' -0

WALL "A"

WALL "C"

W A

L L

"B

W A

L L

"D

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"

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

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

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMST

A

TE

OF SOUTHCARO

LINA

R E

G

ISTERED A RCHIT

EC

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

CEILING & SEISMIC DETAILS

A560

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

9999 ACT EXPANSION JOINTACT EXPANSION JOINTACT EXPANSION JOINTACT EXPANSION JOINT

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

8888 COMPRESSION POSTCOMPRESSION POSTCOMPRESSION POSTCOMPRESSION POST

SCALE: 3" = 1'-0"A560

5555 ACT GRID AT WALLACT GRID AT WALLACT GRID AT WALLACT GRID AT WALL

SCALE: 3" = 1'-0"A560

4444 UNRESTRAINED GRID / WALLUNRESTRAINED GRID / WALLUNRESTRAINED GRID / WALLUNRESTRAINED GRID / WALL

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

2222 GRID WHEN ROOM < 1,000 SFGRID WHEN ROOM < 1,000 SFGRID WHEN ROOM < 1,000 SFGRID WHEN ROOM < 1,000 SF

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

1111 GRID WHEN ROOM > 1,000 SFGRID WHEN ROOM > 1,000 SFGRID WHEN ROOM > 1,000 SFGRID WHEN ROOM > 1,000 SF

SCALE: 3" = 1'-0"A560

6666 WALL / CLG INTERSECTIONWALL / CLG INTERSECTIONWALL / CLG INTERSECTIONWALL / CLG INTERSECTION

SCALE: 3" = 1'-0"A560

10101010 GYP. BD. CLG CONTROL JOINTGYP. BD. CLG CONTROL JOINTGYP. BD. CLG CONTROL JOINTGYP. BD. CLG CONTROL JOINT

A560 N.T.S.

ACT SEISMIC SPLAY WIRE LAYOUT

A560 N.T.S.

AIR TERMINAL ATTACHMENT TO SUSP'D GRID11

A560 N.T.S.

LAY-IN TROFFER ATTACHMENT

A560 N.T.S.

SUP'D GYPSUM BD. CEILING DETAIL

2"

NEW ACOUSTIC CEILING TILE

REFER TO DETAILS ON A560

NEW 5/8" GYP. BOARD

CORNER BEAD AT BOTH SIDES

REFER TO CEILING PLAN

2x LIGHT GAUGE STEEL HEADER, REFER TO STRUCTURAL

ATTIC DOOR HINGES

2x 3-5/8" METAL STUDS

3/4" PLYWOOD

NEW SOLID WOOD BLOCKING

3/4" CCA PLYWOOD ACCESS

PANEL TO BE PAINTED

PROVIDE HOLD-OPEN

7/

8"

EXISTING TRUSS

BOTTOM CHORD

REFER TO STRUCT.

COORDINATE LADDER WITH

NEW CATWALK PLATFORM BEYOND

2'-3 3/4"

PANEL TO SURROUND EITHER

SIDE OF NEW LADDER

GALVANIZED STEEL LADDER

AND MOUNTING BRACKET

(< 48" O.C.), REFER TO

SPECIFICATIONS

EXISTING CMU TO REMAIN

EXISTING METAL STUDS TO REMAIN

EXISTING GYP. BOARD TO REMAIN

EXISTING METAL STUD TO REMAIN , TYP.

EXISTING GYP. BOARD TO REMAIN

1/2" DIA. x 4" CARBON STEEL WEDGE

ANCHOR (HILTI KWIK BOLT 3 CARBON

STEEL OR EQUAL) AT EACH WALL

BRACKET, 48" O.C. MAXIMUM

INSTALL PER MFR'S INSTRUCTIONS

EXISTING CMU TO REMAIN, TYP.

GALVANIZED STEEL LADDER

AND MOUNTING BRACKET

(< 48" O.C.), REFER TO

SPECIFICATIONS

PAINT ALL EXISTING CMU IN ROOM

AFTER INSTALLATION OF LADDER

(2) 2x6 WOOD BLOCKING AT SAME

SPACING AS LADDER BRACKETS

NEW DOUBLE 3-5/8"x 1-5/8"x

16 GA METAL STUDS,

AT THREE (3) LOCATIONS

GALVANIZED STEEL LADDER

AND MOUNTING BRACKET

(< 48" O.C.), REFER TO

SPECIFICATIONS

PAINT ALL FINISHED SURFACES IN ROOM

AFTER INSTALLATION OF LADDER

EXISTING METAL STUD TO REMAIN , TYP.

EXISTING GYP. BOARD TO REMAIN

SIMPSON W4x 3-1/2 SDS

SCREWS, 4 PER BLOCK

EXISTING CMU TO REMAIN, TYP.

1' -2

1'

-2

5/8" FIRE RETARDANT PLYWOOD

SCREWED TO EACH STUD WITH

SIMPSON #12x 1-3/4" PPSD SHEATHING

TO CFS SCREWS @ 6" O.C.

1/2" DIA. x 4" LAG, EACH

BRACKET @ 48" O.C. MAXIMUM

NOTE: WALL MUST BE RESTORED TO 1-HOUR FIRE RATING

D. RANN J. KRUSKA

DKFX 18-1073030

11/21/2019

19070

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REPAIR CHILD DEVELOPMENT CENTER, B227

100% DESIGN SUBMITTAL

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

CHARLESTON

NO. 2676

GARY J. BOEHMST

A

TE

OF SOUTHCARO

LINA

R E

G

ISTERED A RCHIT

EC

T

GLICK/BOEHM

CHARLESTON

NO. B-80006 T

CETIHCRADER

ET

SI

G E

R

TH CARO

LINA

S

TA

TE

OF

SOU

& ASSOCIATES, INC.

3611/21/201911/21/201911/21/201911/21/2019

LADDER DETAILS

A561

SCALE: 3" = 1'-0"A120AA561

1111 NEW CATWALK ACCESS LADDER NEW CATWALK ACCESS LADDER NEW CATWALK ACCESS LADDER NEW CATWALK ACCESS LADDER ---- SECTIONSECTIONSECTIONSECTION

SCALE: 3" = 1'-0"A120BA561

2222 NEW CATWALK ACCESS LADDER @ CMU WALL NEW CATWALK ACCESS LADDER @ CMU WALL NEW CATWALK ACCESS LADDER @ CMU WALL NEW CATWALK ACCESS LADDER @ CMU WALL ---- PLANPLANPLANPLAN

SCALE: 3" = 1'-0"A120AA561

3333 NEW CATWALK ACCESS LADDER @ STUD WALL NEW CATWALK ACCESS LADDER @ STUD WALL NEW CATWALK ACCESS LADDER @ STUD WALL NEW CATWALK ACCESS LADDER @ STUD WALL ---- PLANPLANPLANPLAN

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 STEEL

TRANSVERSE

TEMPORARY

UNLESS NOTED OTHERWISE

SB

SA

SIM

SPEC

SF-

SECT

SSL

SQ

SP

STIFF

STL

STD

SS

CONST

CONN

CONC

CTRD

COORD

CONTR

CONT

DOUBLE

DEPTH

DETAIL

D

DBL

DIA

DIM

DIAG

DET

CONSTRUCTION

COORDINATE

CONTINUOUS

CONTRACTOR

CENTERED

DIMENSION

DIAGONAL

DIAMETER

CONNECTION

CONCRETE

SYMM

TC

T&B

TB

T/

TYP

TS

TRAN

UNO

TEMP

EACH

EAST

DWGS

EB

EF

EA

E

EQUAL

EL

ELEV

EMBED

EJ

EQ

ENGR

EQUIP

DRAWINGS

EXPANSION BOLT

EACH FACE

EMBEDMENT

EQUIPMENT

ELEVATOR

ENGINEER

ELEVATION

EXPANSION JOINT

DEAD LOADDL

SCHED

WEST

WITH

WITHOUT

VERTICAL

WEIGHT

WORK POINT

WELDED WIRE MESH

W

VERT

W/

W/O

WT

WWM

WP

EXISTING

EXP

EW

ES

EXT

EXIST

FINISH

FLOOR

FEET

FOOTING

FRAMING

FF

FLR

FIN

FTG

FRMG

FT

FDN

FC

EXTERIOR

EXPANSION

FILLED CELL

EACH WAY

FOUNDATION

FINISHED FLOOR

EACH SIDE

GAUGE

FV

GA

GALV

HORIZ

HEIGHT

INCH

HSB

HT

IF

IN

ID

HSA

HORIZONTAL

GALVANIZED

INSIDE DIAMETER

INSIDE FACE

HIGH STRENGTH BOLT

HEADED STUD ANCHOR

FIELD VERIFY

EQUIVALENTEQUIV

SOUTHS

INTERIOR

LONG

POUND

INCL

INT

LL

LG

LB

LIGHT

LLV

LLH

LONG

LTWT

LT

LSL

LLBB

INCLUDE, ING

LIVE LOAD

LIGHTWEIGHT

LONGITUDINAL

LONG LEG BACK TO BACK

LONG SLOTTED HOLES

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MINIMUM

MIDDLE

MAX

MAS

MECH

MID

MIN

MFR

MEZZ

NOMINAL

NUMBER

NORTH

MJ

MISC

MO

NOM

NO

NIC

N

MANUFACTURER

MEZZANINE

MECHANICAL

MAXIMUM

MASONRY

MASONRY JOINT

MISCELLANEOUS

NOT IN CONTRACT

MASONRY OPENING

NTS

NS

NOT TO SCALE

NEAR SIDE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

ABBREVIATIONS:

JOIST BEARING ELEVATIONJBE

DECK BEARING ELEVATIONDBE

GENERAL NOTES

1. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF PROJECT DRAWINGS, PROJECT MANUAL, AND ALL SHOP DRAWING SUBMITTALS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS, CLEARANCES AND

ALL OTHER COORDINATION ISSUES WITH OTHER TRADES.

3. IN CASE OF CONFLICT BETWEEN VARIOUS STRUCTURAL DRAWINGS, STRUCTURAL PLANS, OR STRUCTURAL

DETAILS THE MORE STRINGENT SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID

FOR THE MORE COSTLY CONDITION.

4. IN CASE OF CONFLICT BETWEEN DRAWINGS, DRAWING NOTES, AND SPECIFICATIONS THE MORE STRINGENT

SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE COSTLY

CONDITION.

5. WORK NOT INDICATED ON THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES SHALL BE REPEATED.

6. ALL NOTES, DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL FOR THE GENERAL CONDITIONS INDICATED OR REFERENCED. ALL NOTES, DETAILS AND SECTIONS SHALL APPLY TO ANY SIMILAR SITUATION THROUGHOUT THE ENTIRE PROJECT UNLESS A SEPARATE NOTE, DETAIL OR SECTION IS PROVIDED.

7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING AND IN PLACE WORK OR UTILITIES DURING

CONSTRUCTION

9. COORDINATE STRUCTURAL DRAWINGS WITH OTHER CONTRACT DRAWINGS, SPECIFICATIONS, OR SHOP

DRAWINGS WHICH MAY AFFECT THE STRUCTURAL WORK.

10. USE OF REPRODUCED CONTRACT DRAWINGS IN PART OR WHOLE FOR THE PURPOSE OF SHOP DRAWING PREPARATION SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE REQUIREMENT TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.

11. ALL SUBMITTALS SHALL BE REVIEWED BY THE SUBCONTRACTOR AND CONTRACTOR FOR CONFORMANCE TO THE CONTRACT DOCUMENTS, FOR COMPLETENESS, AND TO RESPOND TO CONTRACTOR COORDINATION RELATED QUESTIONS PRIOR TO SUBMITTING FOR APPROVAL. ALL SHEETS SHALL BE STAMPED AND INITIALED BY THE CONTRACTOR INDICATING SUCH A REVIEW HAS BEEN COMPLETED PRIOR TO ISSUING

SUBMITTAL FOR APPROVAL.

12. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN

APPROVAL.

13. ALL ELEVATIONS INDICATED IN STRUCTURAL DRAWINGS ARE IN REFERENCED TO A GROUND FLOOR FINISHED SLAB ELEVATION OF 0'-0" UNLESS NOTED OTHERWISE. SEE CIVIL FOR GROUND FLOOR FINISHED

SLAB ELEVATION.

COLD-FORMED STEEL FRAMING

1. ALL PERFORMANCE BASED COLD-FORMED STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION

054100-"ENGINEERED COLD-FORMED STEEL FRAMING".

2. ALL PRESCRIPTIVE BASED COLD-FORMED STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION

054000-" COLD-FORMED STEEL FRAMING".

3. THE USE OF THE TERM LIGHT GAUGE SHALL BE EQUIVALENT TO COLD-FORMED

4. WHERE NOT SPECIFICALLY INDICATED ALL FASTENERS SHALL BE MINIMUM OF #10 SELF DRILLING SCREWS.

5. ALL FASTENERS UNDER SHEATHING SHALL HAVE LOW PROFILE HEADS

6. ALL MECHANICAL FASTENERS SHALL HAVE A MINIMUM SPACING AND EDGE DISTANCE OF THREE FASTENER

DIAMETERS

7. ALL MECHANICAL FASTENERS SHALL EXTEND THROUGH CONNECTED MEMBERS BY A MINIMUM OF THREE

THREADS

8. FRAMER SHALL ENSURE PUNCHOUT ALIGNMENT WHEN USING COLD ROLLED CHANNEL BRIDGING

9. FIELD TESTING AND INSPECTION OF COLD FORMED STEEL FRAMING AND ASSOCIATED INSTALLATION SHALL

BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER.

1. FOUNDATION DESIGN VALUES:

NA

2. GRAVITY LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10

FLOOR LIVE LOADS:

MAINTENANCE CATWALKS 40-PSF

+ 300# CONCENTRATED

ROOF LIVE LOADS:

NA

GROUND SNOW LOADS:

NA

DEAD LOADS:

ACTUAL MATERIAL WEIGHTS PER ASCE 7-10, SEE

ARCHITECTURAL DRAWINGS FOR ROOF, WALL, AND FLOOR

CONSTRUCTION

3. SEISMIC DESIGN VALUES: IBC-2015 / ASCE 7-10

Ss = 1.49 S1 =0.494 Sds =0.994g Sd1 =0.496g

SITE CLASS: "D" (PER SOILS REPORT)

BUILDING RISK CATEGORY: "II"

IMPORTANCE FACTOR: Ie = 1.0

SEISMIC DESIGN CATEGORY: "D"

ANALYSIS PROCEDURE: NA

SEISMIC FORCE RESISTING SYSTEM:

-EXIST

ALLOWABLE INTERSTORY DRIFT: 0.02 Hsx

4. WIND LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10

NA

STRUCTURAL DESIGN CRITERIA

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REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

190701073030 190701073030As indicated

GENERAL NOTES

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GENERAL NOTES

REPAIR CHILD DEVELOPMENT CENTER, B227

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UPPER CATWALK

MID HEIGHT

PLATFORM

S301

EXISTING TRUSSES

MECHANICAL UNITS;

SEE MECH. DWGS

COORD. CATWALK

FRAMING W/ ACCESS

LADDER

FLUSH WALKWAY

• INDICATES WALKWAY FLUSH W/ BOTTOM CHORD FRAMING; SEE

S301-S301

• INDICATES UPPER CATWALK; SEE S301-S303

• INDICATES MID HEIGHT PLATFORM FLUSH W/ EXISTING UNIT

SUPPORT; SEE S301-S303

• INDICATES OSHA COMPLIANT SHIPS LADDER WITH INTEGRAL

HANDRAILS. BUDGET FOR MIN. (5) UNITS PER WING

• INDICATES ATTIC ACCESS LADDER; SEE ARCH.

ROOF NOTES/LEGEND

• MINIMUM WALKWAY WIDTH IS 3'-0"

• MAINTAIN 3'-0" MINIMUM CLEARANCE ALL SIDES OF MECHANICAL

UNITS; TYP.

• RAISED CATWALK IS CONTINUOUS ALONG LENGTH OF COMMON

TRUSSES. PROVIDE OPENINGS IN RAILING FOR SHIPS LADDERS

• REROUTE DUCTWORK, PIPING, ETC. AS REQUIRED TO CREATE

ACCESS TO UNITS ALONG ACCESS CATWALK

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REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

KEY PLAN

AREA A

AREA B

AREA C

MECHANICAL

YARD

N

190701073030

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

32'16'8'4'0

SCALEGRAPHIC

GENERAL NOTES

KEYNOTES

1907010730301/8" = 1'-0"

ROOF FRAMING PLAN- AREA A

S101

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REPAIR CHILD DEVELOPMENT CENTER, B227

ROOF FRAMING PLAN- AREA A

REPAIR CHILD DEVELOPMENT CENTER, B227

1/8" = 1'-0"1 ROOF FRAMING PLAN- AREA A

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MID HEIGHT

PLATFORM

S302

MECHANICAL UNITS;

SEE MECH DWGS

EXISTING TRUSSES

COORD. CATWALK

FRAMING W/ ACCESS

LADDER

T

Y P

FLUSH WALKWAY

• INDICATES WALKWAY FLUSH W/ BOTTOM CHORD FRAMING; SEE

S301-S301

• INDICATES UPPER CATWALK; SEE S301-S303

• INDICATES MID HEIGHT PLATFORM FLUSH W/ EXISTING UNIT

SUPPORT; SEE S301-S303

• INDICATES OSHA COMPLIANT SHIPS LADDER WITH INTEGRAL

HANDRAILS. BUDGET FOR MIN. (5) UNITS PER WING

• INDICATES ATTIC ACCESS LADDER; SEE ARCH.

ROOF NOTES/LEGEND

• MINIMUM WALKWAY WIDTH IS 3'-0"

• MAINTAIN 3'-0" MINIMUM CLEARANCE ALL SIDES OF MECHANICAL

UNITS; TYP.

• RAISED CATWALK IS CONTINUOUS ALONG LENGTH OF COMMON

TRUSSES. PROVIDE OPENINGS IN RAILING FOR SHIPS LADDERS

• REROUTE DUCTWORK, PIPING, ETC. AS REQUIRED TO CREATE

ACCESS TO UNITS ALONG ACCESS CATWALK

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KEY PLAN

AREA A

AREA B

AREA C

MECHANICAL

YARD

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

190701073030

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

32'16'8'4'0

SCALEGRAPHIC

GENERAL NOTES

KEYNOTES

1907010730301/8" = 1'-0"

ROOF FRAMING PLAN- AREA B

S102

15WLB JMD 11/21/2019

100% DESIGN SUBMITTAL

REPAIR CHILD DEVELOPMENT CENTER, B227

ROOF FRAMING PLAN- AREA B

REPAIR CHILD DEVELOPMENT CENTER, B227

1/8" = 1'-0"1 ROOF FRAMING PLAN- AREA B

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UPPER

CATWALK

FLUSH WALKWAY

S303

MECHANICAL UNITS;

SEE MECH DWGS

EXISTING TRUSSES

COORD. CATWALK

FRAMING W/ ACCESS

LADDER

MID HEIGHT PLATFORM

• INDICATES WALKWAY FLUSH W/ BOTTOM CHORD FRAMING; SEE

S301-S301

• INDICATES UPPER CATWALK; SEE S301-S303

• INDICATES MID HEIGHT PLATFORM FLUSH W/ EXISTING UNIT

SUPPORT; SEE S301-S303

• INDICATES OSHA COMPLIANT SHIPS LADDER WITH INTEGRAL

HANDRAILS. BUDGET FOR MIN. (5) UNITS PER WING

• INDICATES ATTIC ACCESS LADDER; SEE ARCH.

ROOF NOTES/LEGEND

• MINIMUM WALKWAY WIDTH IS 3'-0"

• MAINTAIN 3'-0" MINIMUM CLEARANCE ALL SIDES OF MECHANICAL

UNITS; TYP.

• RAISED CATWALK IS CONTINUOUS ALONG LENGTH OF COMMON

TRUSSES. PROVIDE OPENINGS IN RAILING FOR SHIPS LADDERS

• REROUTE DUCTWORK, PIPING, ETC. AS REQUIRED TO CREATE

ACCESS TO UNITS ALONG ACCESS CATWALK

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AREA A

AREA B

AREA C

MECHANICAL

YARD

JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

190701073030

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

32'16'8'4'0

SCALEGRAPHIC

GENERAL NOTES

KEYNOTES

1907010730301/8" = 1'-0"

ROOF FRAMING PLAN- AREA C

S103

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REPAIR CHILD DEVELOPMENT CENTER, B227

ROOF FRAMING PLAN- AREA C

REPAIR CHILD DEVELOPMENT CENTER, B227

1/8" = 1'-0"1 ROOF FRAMING PLAN- AREA C

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TRUSSES @ 4' O.C.; TYP.

W A

L K

W A

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M

IN

3'-0" MIN.

3'-0" MIN.

M

IN

PLATFORM TO EXTEND TO

NEXT ADJACENT TRUSS IN

ORDER TO PROVIDE 3'-0"

MIN. AROUND UNIT; SIM

BOTH SIDES

NOTES:

• PLATFORM FRAMING

PER SECTIONS ON

S301-S303

• PERIMETER HANDRAIL

AROUND OUTSIDE OF

PLATFORM SIM. TO

SECTIONS S301-S303 &

S501

MECH. UNIT

SEE PLANS FOR

LOCATIONS OF

LOWER "FLUSH'

PLATFORM & MID-

LEVEL PLATFORMS

M A

IN

T

A

IN

C L

E A

R A

N C

E

A S

R E

Q 'D

T O

TRUSSES @ 4' O.C.; TYP.

W A

L K

W A

Y

M

IN

TRANSITION TO AVOID

PIPES & UNITS

NOTES:

• PLATFORM FRAMING

PER SECTIONS ON

S301-S303

• PERIMETER HANDRAIL

AROUND OUTSIDE OF

PLATFORM SIM. TO

SECTIONS S301-S303 &

S501

SEE PLANS FOR

LOCATIONS OF

LOWER "FLUSH'

PLATFORM & MID-

LEVEL PLATFORMS

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CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

190701073030 1907010730301/2" = 1'-0"

TYPICAL ENLARGED PLANS

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REPAIR CHILD DEVELOPMENT CENTER, B227

TYPICAL ENLARGED PLANS

REPAIR CHILD DEVELOPMENT CENTER, B227

1/2" = 1'-0"1

PLAN VIEW- TYP. UNIT PLATFORM

SCHEMATIC LAYOUT

1/2" = 1'-0"2

PLAN VIEW-TYP. ACCESS CATWALK SHIFT

SCHEMATIC LAYOUT

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11'-4"

A

A

TRUSS WEB

600S200-54 CROSS

HEADER @ EA TRUSS

W/ (4)-#10 EA END

1/2" FIRE RETARDANT

PLYWOOD

UPPER

CATWALK

1/2" FIRE RETARDANT

PLYWOOD

SECTION A-A

CONT. 3X3 18GA TOE

ANGLE EA SIDE

T Y

P

M

A X

363S162-43 JOISTS;

MAX SPACING 24" O.C.

NOTES:

• SEE TYP. DETAIL FOR

SHIPS LADDER @

UPPER CATWALK

• TYP. LIGHT GAUGE

CONNECTION IS (4)- #10

SCREWS

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP.

362S162-33

BRACE @ EA

TRUSS

362S162-33 VERTICAL

MEMBER @ 48" O.C.

600S200-54 CROSS

HEADER @ EA TRUSS

363S162-43 JOISTS;

MAX SPACING 24" O.C.

14GA X 2 X 2 FRAMING ANGLE W/

(2)- #12 INTO TRUSS AND INTO

JOIST. STAGGER CLIPS ONE SIDE

OF THE TRUSS TO THE OTHER

EXIST. TRUSS

362S162-33 VERTICAL

MEMBER @ 48" O.C.

1/2" FIRE

RETARDANT

PLYWOOD

362S162-33 JOISTS @ 16" O.C. MAX; TYP.;

FASTEN TO BOTTOM TRUSS CHORD W/

FRAMING ANGLE; SEE DETAIL

18GA 3X3 TOE

ANGLE

TRUSS BOTTOM

CHORD

NOTES:

• SEE SPECS FOR

SHIPS LADDER @

UPPER CATWALK

MECHANICAL UNIT; FIELD

VERIFY SIZE AND LOCATION

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP.

MID-HEIGHT PLATFORM

EL= MATCH UNIT

362S162-33 JOISTS @ 16"

O.C. MAX; SEE DETAIL

362S162-33 STUDS @ 16"

O.C. @ EA TRUSS

16GA TRACKS

S501

TYP

362S162-33 VERTICAL

MEMBER @ 48" O.C.

CONT. 3X3 18GA TOE

ANGLE EA SIDE

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP.

SHIPS LADDER PER SPEC;

SHIPS LADDER TO HAVE

INTEGRAL HANDRAIL; TYP.

T

Y P

S501

TYP

S501

TYP

S501

TYP

S501

TYP

362S162-33 VERTICAL

MEMBER @ 48" O.C.

362S162-33 BRACE @

EA VERT.

362S162-33 BRACE @

EA TRUSS

TYP. CONNECTION SCHEDULE UNLESS

OTHERWISE NOTED

ELEMENT SPACING OR MIN #SCREW SIZE

CROSS HDR. 4 EA END#10

HANDRAIL TO TRUSS 2#10

HANDRAIL TRACK TO

HANDRAIL STUD

8" O.C.#10

HANDRAIL BRACES 4 EA END#10

TOE ANGLE 8" O.C.#10

FLOOR JOISTS SEE DETAIL 4/S502 SEE DETAIL 4/S502

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CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

190701073030 190701073030As indicated

TRUSS SECTIONS

S301

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REPAIR CHILD DEVELOPMENT CENTER, B227

TRUSS SECTIONS

REPAIR CHILD DEVELOPMENT CENTER, B227

1 1/2" = 1'-0"1 TRUSS SECTION- AREA A

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TRUSS WEB

1/2" FIRE

RETARDANT

PLYWOOD

MECHANICAL UNIT;

FIELD VERIFY SIZE AND

LOCATION

TRUSS BOTTOM

CHORD

M

A X

362S162-33 JOISTS @ 16" O.C. MAX; TYP.;

FASTEN TO BOTTOM TRUSS CHORD W/

FRAMING ANGLE; SEE DETAIL

NOTES:

• SEE SPECS FOR

SHIPS LADDER @

UPPER CATWALK

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP.

362S162-33

BRACE @ EA

TRUSS

S501

TYP

S501

TYP

S501

TYP

S501

TYP

362S162-33 VERTICAL

MEMBER @ 48" O.C.

18GA 3X3

TOE ANGLE

362S162-33 JOISTS @ 16"

O.C. MAX; SEE DETAIL

362S162-33

STUDS @ 16"

O.C. @ EA TRUSS

16GA TRACKS

MID-HEIGHT PLATFORM

EL= MATCH UNIT

S501

TYP

A

A

600S200-54 CROSS

HEADER @ EA TRUSS

W/ (4)-#10 EA END

1/2" FIRE

RETARDANT

PLYWOOD

1/2" FIRE RETARDANT

PLYWOOD

SECTION A-A

CONT. 3X3 18GA

TOE ANGLE EA

SIDE

T Y

P

M

A X

363S162-43 JOISTS;

MAX SPACING 24" O.C. 3

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP. 362S162-33

BRACE @ EA

TRUSS

362S162-33 VERTICAL

MEMBER @ 48" O.C.

600S200-54 CROSS

HEADER @ EA TRUSS

363S162-43 JOISTS;

MAX SPACING 24" O.C.

14GA X 2 X 2 FRAMING ANGLE W/

(2)- #12 INTO TRUSS AND INTO

JOIST. STAGGER CLIPS ONE SIDE

OF THE TRUSS TO THE OTHER

EXIST. TRUSS

UPPER CATWALK

FLUSH LEVEL PLATFORM

MID LEVEL PLATFORM

ABOVE FINISHED FLOOR

EXIST. TRUSSES

@ 4'-0" O.C.

362S162-33

BRACE @ EA

TRUSS

CONT. HANDRAIL

BARRIER; 362S162-33

PLUS 362T150-33 TYP.

TYP. CONNECTION SCHEDULE UNLESS

OTHERWISE NOTED

ELEMENT SPACING OR MIN #SCREW SIZE

CROSS HDR. 4 EA END#10

HANDRAIL TO TRUSS 2#10

HANDRAIL TRACK TO

HANDRAIL STUD

8" O.C.#10

HANDRAIL BRACES 4 EA END#10

TOE ANGLE 8" O.C.#10

FLOOR JOISTS SEE DETAIL 4/S502 SEE DETAIL 4/S502

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JOINT BASE CHARLESTON - AIR BASE

AIR MOBILITY COMMAND

REV DATE DESCRIPTION DRAWN APPR'D

CHIEF ENGINEER CIVIL ENGINEER

APPROVED

COMMANDER

APPROVED

SCALE

DRAWN BY DESIGNED BY

JBC-AB PROJECT NUMBER

DATE SHEET

OF

ADC PROJECT NUMBER

SUBMITTED

190701073030 190701073030As indicated

TRUSS SECTIONS

S302

19WLB JMD 11/21/2019

100% DESIGN SUBMITTAL

REPAIR CHILD DEVELOPMENT CENTER, B227

TRUSS SECTIONS

REPAIR CHILD DEVELOPMENT CENTER, B227

1 1/2" = 1'-0"1 TRUSS SECTION- AREA B

No. 11950J E

F F

R

EY M .

D I L

L O

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CA ROL

I N

A

R E

G I

S T E

R E

D

P R O F E S S I ON A

L

E N

G

I N

E

11'-4"

TRUSS WEB

1/2" FIRE RETARDANT

PLYWOOD

MECHANICAL UNIT; FIELD

VERIFY SIZE AND LOCATION

TRUSS BOTTOM CHORD

EXIST. TRUSSES @

4'-0" O.C. WEB

362S162-33 JOISTS @ 16" O.C.

MAX; TYP.; FASTEN TO BOTTOM

TRUSS CHORD W/ FRAMING

ANGLE; SEE DETAIL

NOTES:

• SEE SPECS FOR

SHIPS LADDER @

UPPER CATWALK

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP.

18GA 3X3 TOE

ANGLE

SHIPS LADDER PER SPEC;

SHIPS LADDER TO HAVE

INTEGRAL HANDRAIL; TYP.

(2)- #10 EA TRUSS

MID-HEIGHT PLATFORM

EL= MATCH UNIT

PER PLAN/EXIST. CONDITIONS

362S162-33 JOISTS @ 16"

O.C. MAX; SEE DETAIL

362S162-33 STUDS @ 16"

O.C. @ EA TRUSS

16GA TRACKS

TRUSS WEB

1/2" FIRE

RETARDANT

PLYWOOD

CONT. 3X3 18GA

TOE ANGLE EA

SIDE

363S162-43 JOISTS;

MAX SPACING 24" O.C.

CONT. HANDRAIL

BARRIER EA SIDE OF

WALKWAY; 362S162-33

PLUS 362T150-33 TYP.

362S162-33

BRACE @ EA

TRUSS

362S162-33 VERTICAL

MEMBER @ 48" O.C.

EXIST. TRUSS

600S200-54 CROSS

HEADER @ EA TRUSS

W/ (4)-#10 EA END

S501

TYP

S501

TYP

S501

TYP

S501

TYP

S501

TYP

TYP. HANDRAIL TO

EITHER SIDE OF SHIPS

LADDER

CLEAR

2'-8"

TYP. CONNECTION SCHEDULE UNLESS

OTHERWISE NOTED

ELEMENT SPACING OR MIN #SCREW SIZE

CROSS HDR. 4 EA END#10

HANDRAIL TO TRUSS 2#10

HANDRAIL TRACK TO

HANDRAIL STUD

8" O.C.#10

HANDRAIL BRACES 4 EA END#10

TOE ANGLE 8" O.C.#10

FLOOR JOISTS SEE DETAIL 4/S502 SEE DETAIL 4/S502

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NO. 00253

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JOINT BASE CHARLESTON - AIR BASE

AIR…