1596300_dwg_25of35_V2_Architectural.pdf

PDF 17 MB Posted

Attached to
Design Bid-Build P228 ATC Tower and Air Operations, Marine Corps Air Station, Cherry Point, North Carolina
Solicitation number
N4008522R2504
Issued by

View the file

Other files

File Type Posted
AMEND 0010 UPDATED WAGE DETERMINATION FOR P228.pdf PDF
AMENDMENT 0011 FOR P228 ATC TOWER.pdf PDF
AMENDMENT 0009.pdf PDF
Amendment 0008.pdf PDF
AMENDMENT 0007 FOR P228.pdf PDF
UPDATED REVISED BID SCHEDULE FOR P228.pdf PDF
AMENDMENT 0006 FOR P228.pdf PDF
PPI LOG 04 FOR P228.pdf PDF
AMENDMENT 0005 FOR P228.pdf PDF
UPDATED BID SCHEDULE FOR P228.pdf PDF
P228 PPI LOG 03.pdf PDF
P228 AMENDMENT 0004.pdf PDF
PPI LOG 02 FOR P228.pdf PDF
P228 AMENDMENT 0003.pdf PDF
P228 AMENDMENT 0003 DOCUMENT FOR PPI 4-7.pdf PDF
P228 AMENDMENT 0002.pdf PDF
AMENDMENT 0002-DRAWING REFERENCES.pdf PDF
P228 PPI LOG 01.pdf PDF
AMENDMENT 0001 FOR P228.pdf PDF
Site Visit Log P228.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
1596300_dwg_24of35_V2_Architectural.pdf PDF
1596300_dwg_16of35_V1_Civil.pdf PDF
1596300_dwg_28of35_V3_Equipment.pdf PDF
1596300_dwg_05of35_V1_Civil.pdf PDF
1596300_dwg_14of35_V1_Civil.pdf PDF
1596300_dwg_33of35_V4_Electrical.pdf PDF
1596300_dwg_12of35_V1_Civil.pdf PDF
1596300_dwg_06of35_V1_Civil.pdf PDF
1596300_dwg_21of35_V1_Landscape.pdf PDF
RFP FOR P228 ATC TOWER.pdf PDF
1596300_dwg_23of35_V2_Structural.pdf PDF
1596300_dwg_01of35_V1_General.pdf PDF
1596300_dwg_22of35_V2_General.pdf PDF
Attachment A - Pre-Propsal Injuiries Log.doc DOC document
1596300_dwg_17of35_V1_Civil.pdf PDF
1596300_dwg_09of35_V1_Civil.pdf PDF
1596300_dwg_15of35_V1_Civil.pdf PDF
Attachment E - Historical Small Business Utilization.docx DOCX document
1596300_dwg_04of35_V1_Survey-Geotechnical.pdf PDF
1596300_dwg_34of35_V4_Telecommunications.pdf PDF
1596300_dwg_26of35_V2_Interiors.pdf PDF
USCG MULTI-USE COMPLEX - 00 01 15 LIST OF DRAWINGS 100422.pdf PDF
Attachment F - Small Business Participation Commitment Document.docx DOCX document
ATTACHMENT B BID SCHEDULE FOR P228 ATC TOWER.pdf PDF
JA ML-23-07 CHPT P228 Fire Protection_Redacted.pdf PDF
Attachment H- PIEE Vendor Access Instructions.pdf PDF
1596300_dwg_35of35_V4_Telecommunications.pdf PDF
1596300_dwg_11of35_V1_Civil.pdf PDF
1596300_dwg_27of35_V3_General.pdf PDF
Show 40 more

Latest 50 of 68 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE OF

METAL STUDS @ 16" O.C.

NOTE: PARTITIONS WITH AN STC

OF 45 OR GREATER MUST HAVE

25 GAUGE METAL STUDS AND BE

SPACED AT 24" O.C. TO MAINTAIN

STC RATING IN TABLE BELOW.

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" GYPSUM BOARD

ON METAL STUDS @ 16" O.C.

SEE BASE DETAIL IN

SCHEDULE BELOW

SCHEDULED CEILING

SEE HEAD DETAIL IN

SCHEDULE BELOW

INSULATION AS

REQUIRED. SEE

SCHEDULE BELOW

PARTITION TYPE S1 PARTITION TYPE S2

SEE HEAD DETAIL IN

SCHEDULE BELOW

INSULATION AS REQUIRED.

SEE SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" MOISTURE

RESISTANT GYPSUM BOARD

ON METAL STUDS/FURRING

FACE OF COLUMN,

WALL, OR

SUBSTRATE

PARTITION TYPE F1

SEE HEAD DETAIL IN

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

HEAD

PLAN

BASE

STANDARD CONCRETE

MASONRY UNIT (CMU)

CEILING

SCHEDULED CEILING

VERTICAL

REINFORCEMENT

RE: STRUCTURAL

PARTITION TYPE M1

SEE HEAD DETAIL IN

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

PARTITION TYPE S4

BLANKET INSULATION,

STUD DEPTH, FASTENED

TO PREVENT SLIDING

DOWN AND LEAVING VOID

AT THE TOP

CEILING

PLAN

BASE

SCHEDULED WALL BASE

(BOTH SIDES OF PARTITION)

SCHEDULED CEILING

FIRE SAFE NON-SHRINK

GROUT, OR ACOUSTIC

SEALANT IN ALL VOIDS

ABOVE TRACK (NOTE 1) -

BOTH SIDES OF

PARTITION

BOTTOM OF DECK

CONTINUOUS ACOUSTIC

SEALANT IN VOID (NOTE 1) -

BOTH SIDES OF PARTITION

SCHEDULE WALL FINISH TO BE

CONTINUOUS ABOVE FALSE

CEILING AND BELOW RAISED

FLOORING, BOTH SIDES

TWO LAYERS OF 5/8" GYPSUM WALL

BOARD (GWB) MOUNTED ON 25 GAUGE

METAL FRAMING AT 16" O.C., BOTH SIDES

16 GAUGE CONTINUOUS TRACK (TOP TO

BOTTOM) W/ ANCHORS AT 32" O.C.

MAXIMUM) - BED IN CONTINUOUS BEAD OF

ACOUSTICAL SEALANT (NOTE 1)

NOTES:

1. SEAL PARTITION CONTINUOUSLY WITH ACOUSTICAL SEALANT WHENEVER IT ABUTS

ANOTHER ELEMENT (e.g WALL, COLUMN, MULLION, ETC)

PARTITION TYPE H3

NOTE 1 - PARTITION TYPES M1HA, M1HD, AND M1HF IN COMBINATION WITH F1BA OR F1CA

WITH 25 GAUGE METAL STUDS SPACED 24" O.C. TO ACHIEVE STC 55.

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

HEAD

CEILING

PLAN

BASE

(2) LAYERS OF 5/8" TYPE "X"

GYPSUM BOARD ON 25 GA.

C-H STUDS @ 24" O.C.

SCHEDULED CEILING

1" GYPSUM LINER PANEL

INSULATION AS

REQUIRED. SEE

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

SEE HEAD DETAIL IN

SCHEDULE BELOW

NOTE 1 - PARTITION TYPE S2DC ACHEIVES STC 55 WHEN DOUBLED IN A BACK TO BACK CONFIGURATION, INCLUDES (2) LAYERS OF GYP ON ONE SIDE

SEE ROOM FINISH

SCHEDULE FOR

FINISH MATERIALS

OVER GYPSUM

BOARD

SCHEDULED

CEILING

HEAD

CEILING

PLAN

BASE

2 LAYERS OF 5/8"

GYPSUM BOARD THIS

SIDE OF WALL 1 LAYER OF 5/8"

GYPSUM BOARD

THIS SIDE OF WALL

ON 25 GAUGE METAL

STUDS @ 24" O.C.

PARTITION TYPE S3

SEE HEAD DETAIL IN

SCHEDULE BELOW

INSULATION AS

REQUIRED. SEE

SCHEDULE

BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

6"

PARTIAL HEIGHT PARTITION

EXTEND 6" ABOVE CEILING

PARTIAL HEIGHT PARTITION

EXTEND 6" ABOVE CEILING6"

PARTITION TYPES GENERAL NOTES

PARTITION TYPE SYMBOL LEGEND

S1AA

INDICATES TYPE OF PARTITION STRUCTURE:

F = FURRING METAL STUD

S = METAL STUD

H = C-H METAL STUD

M = MASONRY

INDICATES NUMBER OF

LAYERS OF GYPSUM BOARD

OR TYPE OF CMU FINISH

INDICATES THICKNESS OF PARTITION STRUCTURE

A = 7/8" CHANNEL FURRING B = 1 5/8" METAL STUD

C = 2 1/2" METAL STUD D = 3 5/8" METAL STUD

E = 4" METAL CH STUD F = 6" METAL STUD

G = 6" METAL CH STUD H = 8" NOMINAL CMU

J = 8" METAL CH STUD

INDICATES VARIATION OF PARTITION WITH THE

SAME STRUCTURE, FINISH, AND THICKNESS.

SEE TYPE COMMENT

A = HEIGHT TO DECK B = PARTIAL HEIGHT

C = (2) LAYER GWB 1 SIDE D = 1 HR FIRE RATED

E = 2 HR FIRE RATED F = 3 HR FIRE RATED

G = SMOKE RATED

1. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS, TAPE &

SEAL WITH FIRE STOPPING SEALANT. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-

RATED CMU OR CONCRETE WALLS, SEAL WITH FIRE STOPPING SEALANT.

2. PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING IN PARTITIONS WHERE

TOILET FIXTURES, TOILET ACCESSORIES, BASE CABINETS, SHELVES, ACCESS PANELS,

ELECTRICAL PANELS, FIRE PROTECTION SYSTEM PANELS, WALL MOUNTED TOILET

PARTITIONS, AND COUNTERTOP MOUNTING SUPPORTS ARE FASTENED TO THE PARTITON.

REFER TO FURNITURE PLANS FOR EQUIPMENT THAT ALSO REQUIRES BLOCKING

INCLUDING LOCKERS, LOCKER BENCHES, WALL MOUNTED MARKERBOARD, TACKBOARDS,

STORAGE UNITS, AV EQUIPMENT, AND MOUNTED DISPLAYS.

3. ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED OTHERWISE.

REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

4. REFERENCE DRAWINGS A-100 THRU A-105 AND DRAWING A-111 AND DRAWINGS A-121 THRU

A-124 FOR PARTITION TYPE LOCATIONS.

5. PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO

UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN 16'-4" IN HEIGHT, FOR ALL

3-5/8" 25 GAUGE METAL STUD WALLS GREATER THAN 13'-7" IN HEIGHT SPACED 24" O.C, AND FOR ALL 6" 25 GAUGE METAL STUD WALLS GREATED THAN 19'-2" IN HEIGHT SPACED 24" O.C.

6. ALL PARTITIONS DESIGNATED AS STC-45 (MINIMUM), STC-49 OR AS STC-50 (MINIMUM) SHALL

BE SUBJECT TO TESTING BY THE CONTRACTING OFFICER TO DETERMINE STC VALUES. STC

(SOUND TRANSMISSION CLASS) VALUES ARE BASED ON PERFORMANCE OF SPEECH

FREQUENCIES FROM 125-4000 Hz.

7. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER RESISTANT

GYPSUM BOARD (AT ALL OTHER TOILET OR RESTROOM WALLS ON WET SIDE WALL).

8. AT ATCT PARTITIONS EXTENDING BEYOND A SINGLE STRUCTURAL LEVEL REFER TO

DETAILS A1 AND A2/A-542 FOR INTERMEDIATE SUPPORT REQUIRED TO LIMIT HEIGHT SPAN

OF PARTITIONS. PROVIDE STEEL PLATES ATTACHED TO STRUCTURAL STEEL AS REQUIRED

FOR INTERMEDIATE SUPPORT.

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-O P

S -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:1

:2

A

M

A-501

P A R T

IT

IO

N T Y P E S

LES

12801496

RJM RJM

1596300

TYPE STC

FIRE

RATING UL DESIGN NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S1DA - - - A3/A-502 A1/A-502 3 5/8" METAL STUDS, NO

INSULATION

S1DB - - - - - 3 5/8" METAL STUDS, PARTIAL

HEIGHT WALL, NO INSULATION.

S1DC - - - B2/A-502 B1/A-502 3 5/8" METAL STUDS AND

GYPSUM ON ONE SIDE

TYPE STC

FIRE

RATING UL DESIGN NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S2DA 45 - - B2/A-502 B1/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION

S2DB - - - - B1/A-502 3 5/8" METAL STUDS WITHOUT

BLANKET INSULATION.

S2DC NOTE 1 - - A3/A-502 A1/A-502 DETAIL SIM TO PARTITION TYPE

S1 WITH GYPSUM ON ONE SIDE

S2DD 45 1 HR U419 B2/A-502 B1/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION

S2FA 45 - - B2/A-502 B1/A-502 6" METAL STUDS WITH BLANKET

INSULATION

TYPE STC

FIRE

RATING UL DESIGN NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S4DA 55 - - A3/A-502 A2/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION

S4DD 55 1 HR U419 C3/A-502 A2/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION

S4DE 55 2 HR U419 C3/A-502 A2/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION

S4DG 55 SMOKE - C3/A-502 A2/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION

S4FA 55 - - A3/A-502 A2/A-502 6" METAL STUDS WITH BLANKET

INSULATION

S4FD 55 1 HR U419 C3/A-502 A2/A-502 6" METAL STUDS WITH BLANKET

INSULATION

S4FG 55 SMOKE - C3/A-502 A2/A-502 6" METAL STUDS WITH BLANKET

INSULATION

S4JE 55 2 HR U419 C3/A-502 A2/A-502 2 LAYERS 3 5/8" METAL STUDS

WITH BLANKET INSULATION AND

GAP BETWEEN EACH STUD.

TYPE STC

FIRE

RATING

UL DESIGN

NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

F1AA - - - A1/A511 E1/A512 7/8" FURRING STRIPS AT 16" O.C.

HORIZONTALLY

F1BA - - - A4/A-502 A1/A-502 1 5/8" METAL FURRING AT 16" O.C.

VERTICALLY

F1BB - - - - A1/A-502 1 5/8" METAL FURRING AT 16" O.C.

VERTICALLY PARTIAL HEIGHT

F1CA - - - A4/A-502 A1/A-502 2 1/2" METAL STUDS AT 16" O.C.

F1CB - - - - A1/A-502 2 1/2" METAL STUDS AT 16" O.C.

PARTIAL HEIGHT

TYPE STC

FIRE

RATING UL DESIGN NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

M1HA NOTE 1 - - C4/A-502 - 8" NOMINAL MASONRY

M1HD NOTE 1 1 HR U905 C4/A-502 - 8" NOMINAL MASONRY

M1HE NOTE 1 2 HR U905 C4/A-502 - 8" NOMINAL MASONRY

M1HF NOTE 1 3 HR U907 C4/A-502 - 8" NOMINAL MASONRY

M1HG - SMOKE - C4/A-502 - 8" NOMINAL MASONRY

TYPE STC

FIRE

RATING

UL DESIGN

NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

H3ED 50 1 HR U497 B4/A-502 - 4" C-H STUDS WITH BLANKET

INSULATION

H3EE 50 2 HR U497 B4/A-502 - 4" C-H STUDS WITH BLANKET

INSULATION

H3EF 50 2 HR U497 B4/A-502 - 6" C-H STUDS WITH BLANKET

INSULATION

TYPE STC

FIRE

RATING

UL DESIGN

NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S3DA 50 - - B3/A-502 C1/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION.

S3DD 50 1 HR U453 B3/A-502 C1/A-502 3 5/8" METAL STUDS WITH

BLANKET INSULATION.

S3FA 50 - - B3/A-502 C1/A-502 6" METAL STUDS WITH

BLANKET INSULATION.

S3FD 50 1 HR U453 B3/A-502 C1/A-502 6" METAL STUDS WITH

BLANKET INSULATION.

B2/A-502

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS OR METAL

STUDS/FURRING, SEE FLOOR

PLANS FOR PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

SEE FLOOR PLANS FOR

PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

GYPSUM BOARD OR

GYPSUM LINER PANEL

ON METAL STUDS, SEE

FLOOR PLANS FOR

PARTITION TYPE

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

2 LAYERS 5/8" GYPSUM

BOARD ON METAL STUDS

@ 16" O.C., SEE FLOOR

PLANS FOR PARTITION

TYPE

5/8" GYPSUM BOARD

ON METAL STUDS

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

SEE FLOOR PLANS FOR

PARTITION TYPE

METAL STUD DIAGONAL

BRACING @ 4'-0" O.C.

(ALTERNATE DIRECTIONS)

TO UNDERSIDE OF METAL

DECK

SCHEDULED CEILING

UNDERSIDE OF

METAL DECK OR

STRUCTURE ABOVE

6"

5/8" GYPSUM BOARD ON

METAL STUDS @ 16" O.C.,

NUMBER OF LAYERS AND

ORIENTATION VARIES WITH

PARTITION TYPE. SEE FLOOR

PLANS FOR PARTITION TYPE.

UNDERSIDE FLOOR

DECK

(METAL DECK OR

CONC. SLAB)

FILL METAL DECK FLUTES

W/ INSULATION

RUNNER TRACK

SLIP CLIP

DEEP LEG RUNNER

(3" LEG MIN.),

ANCHOR TO METAL DECK

1" M

IN

5/8" GYPSUM BOARD ON

METAL STUDS, NUMBER OF

LAYERS AND ORIENTATION

VARIES WITH PARTITION

TYPE. SEE FLOOR PLANS

FOR PARTITION TYPE.

FOR STC RATED ASSEMBLIES, EXTEND

GYP TO THE UNDERSIDE OF METAL

DECK ABOVE. FILL VOIDS WITH FIRE

SAFE NON SHRINK GROUT, OR

ACOUSTICAL SEALANT ON BOTH SIDES

OF PARTITION

FILL METAL DECK

FLUTES W/ FIRE

SAFING

INSULATIONEXTEND GYPSUM BOARD

INTO METAL DECK FLUTES

UNDERSIDE FLOOR DECK

(METAL OR CONC. SLAB)

5/8" GYPSUM BOARD

ANCHOR TO METAL DEEP

LEG RUNNER. DO NOT

ATTACH TO WALL STUD

5/8" GYPSUM BOARD ANCHOR

TO METAL WALL STUD UP TO

1" FROM DEEP LEG RUNNER

DEEP LEG RUNNER (3" LEG MIN.),

ANCHOR TO METAL DECK

RUNNER

TRACK SLIP

CLIP

UL SYSTEM NUMBER: HW-D-0060

1" M

IN

4" M

IN 1"

M

IN

PROVIDE ACOUSTICAL AND

SMOKESTOP SEALANT AT SMOKE

PARTITIONS AND FIRESTOP

SEALANT AT FIRE RATED

PARTITIONS. TYPICAL EACH SIDE.

FILL METAL DECK

FLUTES W/ FIRE

SAFING INSULATION

EXTEND GYPSUM BOARD

INTO METAL DECK FLUTES

UNDERSIDE FLOOR OR

ROOF DECK (METAL DECK

OR CONC. SLAB)

5/8" GYPSUM BOARD ANCHOR TO

METAL DEEP LEG RUNNER. DO NOT

ATTACH TO WALL STUD

2 LAYERS 5/8" GYPSUM

BOARD ANCHOR TO METAL

WALL STUD UP TO 1" FROM

DEEP LEG RUNNER, BOTH

SIDES

DEEP LEG RUNNER (3" LEG MIN.),

ANCHOR TO METAL DECK

RUNNER TRACK

SLIP CLIP

UL SYSTEM NUMBER: HW-D-0060

1" M

IN

1" M

IN

4" M

IN

PROVIDE ACOUSTICAL AND

SMOKESTOP SEALANT AT SMOKE

PARTITIONS AND FIRESTOP

SEALANT AT FIRE RATED

PARTITIONS. TYPICAL EACH SIDE.

FILL METAL DECK FLUTES

W/ FIRE SAFING INSULATION

EXTEND GYPSUM BOARD

INTO METAL DECK FLUTES

UNDERSIDE FLOOR OR

ROOF DECK (METAL DECK

OR CONC. SLAB)

5/8" GYPSUM BOARD

ANCHOR TO METAL DEEP LEG

RUNNER. DO NOT ATTACH TO

WALL STUD

5/8" GYPSUM BOARD ANCHOR

TO METAL WALL STUD UP TO

1" FROM DEEP LEG RUNNER

DEEP LEG RUNNER (3" LEG MIN.),

ANCHOR TO METAL DECK

RUNNER TRACK

SLIP CLIP

UL SYSTEM NUMBER: HW-D-0060

1" M

IN

1" M

IN

4" M

IN

PROVIDE ACOUSTICAL AND

SMOKESTOP SEALANT AT SMOKE

PARTITIONS AND FIRESTOP

SEALANT AT FIRE RATED

PARTITIONS. TYPICAL EACH SIDE.

SCHEDULED

CEILING

5/8" GYPSUM BOARD ON

METAL STUDS/FURRING,

NUMBER OF LAYERS AND

ORIENTATION VARIES

WITH PARTITION TYPE.

SEE FLOOR PLANS FOR

PARTITION TYPE.

UNDERSIDE FLOOR

DECK

(METAL DECK OR

CONC. SLAB)

1/ 2"

PROVIDE ACCOUSTIC

SEALANT

UNDERSIDE

METAL DECK OR

CONCRETE

SLAB

FIRE SAFING

INSULATION

CMU WALL

RE: FLOOR PLANS

FOR TYPE

CONTINUOUS

GALVANIZED STEEL,

BENT PLATE OR

ANGLE - ANCHOR TO

FLOOR DECK ONLY

CMU BOND BEAM

MORTAR DAM

UL SYSTEM NUMBER: HW-D-0098

HW-D-0110

M

IN

4"

3"3"

ACOUSTIC OR FIRE

SEALANT ON EACH SIDE

1" M

IN

2 LAYERS OF 5/8" GYPSUM

BOARD ANCHOR TO 4" C-H

METAL STUD UP TO 1" FROM

DEEP LEG RUNNER

FILL METAL DECK FLUTES W/

FIRE SAFING INSULATION

EXTEND GYPSUM BOARD

INTO METAL DECK FLUTES

RUNNER TRACK

SLIP CLIP

DEEP LEG RUNNER (3" LEG MIN.),

ANCHOR TO METAL DECK

UNDERSIDE ROOF/

FLOOR DECK (METAL

DECK OR CONC. SLAB)

1" GYPSUM BOARD

ANCHOR TO METAL

DEEP LEG RUNNER.

DO NOT ATTACH TO

WALL STUD

1" GYPSUM SHAFT

WALL LINER

UL SYSTEM NUMBER: HW-D-0060

1" M

IN

4" M

IN

1" M

IN

PROVIDE ACOUSTICAL

AND SMOKESTOP

SEALANT AT SMOKE

PARTITIONS AND

FIRESTOP SEALANT AT

FIRE RATED

PARTITIONS. TYPICAL

EACH SIDE.

ACOUSTICAL SEALANT

BOTH SIDES

ACOUSTICAL SEALANT BOTH

SIDES

HEAD TRACK

JOIST

GWB (QTY OF LAYERS TO

MATCH PARTITION TYPE

BELOW)

MTL STUD FRAMING AT

EITHER SIDE OF JOIST. SIZE

AND OFFSET AS REQUIRED

OT ALIGN WITH OUTER FACE

OF PARTITION BELOW.

PARTITION AS SCHEDULED

PACK INSULATION AT JOIST

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-O P

S -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/2

/2

:1 :0

P

M

A-502

IN

T E R

IO

R P A R T

IT

IO

N D E

TA

IL

S

LES

12801497

RJM RJM

1596300

3" = 1'-0" A1

INTERIOR PARTITION DETAILS

3" = 1'-0" B1

INTERIOR PARTITION DETAILS

3" = 1'-0" C1

INTERIOR PARTITION DETAILS

3" = 1'-0" A2

INTERIOR PARTITION DETAILS

3" = 1'-0" C2

INTERIOR PARTITION DETAILS

3" = 1'-0" A3

INTERIOR PARTITION DETAILS

3" = 1'-0" B2

INTERIOR PARTITION DETAILS

3" = 1'-0" C3

INTERIOR PARTITION DETAILS

3" = 1'-0" B3

INTERIOR PARTITION DETAILS

3" = 1'-0" A4

INTERIOR PARTITION DETAILS

3" = 1'-0" C4

INTERIOR PARTITION DETAILS

3" = 1'-0" B4

INTERIOR PARTITION DETAILS

0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9"

0' 6"3" 9"0' 6"3" 9"0' 6"3" 9"0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9" 1 1/2" = 1'-0" A5

TYP HEAD/JOIST DETAIL

4"0' 8" 1'-4"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

SEALANT TYP. BOTH

SIDES

DOOR FRAME

RE: DOOR SCHEDULE

DOOR

RE: DOOR SCHEDULE

METAL STUD WALL

RE: FLOOR PLANS FOR

WALL TYPE

BATT INSULATION; GROUT

FRAME SOLID AS

REQUIRED BY DOOR

SCHEDULE

1/2"1/2"

D O

O R

H E

IG

H

T S

E E

D O

O R

S C

H E

D U

LE

FRAME WIDTH

SEALANT TYP.

BOTH SIDES

DOOR FRAME

RE: SCHEDULE

DOOR

RE: DOOR SCHEDULE

BATT INSULATION; GROUT

FRAME SOLID AS REQUIRED

BY DOOR SCHEDULE

D O

O R

W

ID

T H

S E

E D

O O

R S

C H

E D

U

LE

JAMB ANCHORS

3 PER JAMB MIN.

1/2"

FRAME WIDTH

METAL STUD WALL

RE: FLOOR PLANS

FOR WALL TYPE

1/2"

DOOR FRAME

RE: DOOR SCHEDULE

DOOR

RE: DOOR SCHEDULE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

SEALANT

D O

O R

H E

IG

H

T S

E E

D O

O R

S C

H E

D U

LE

FRAME WIDTH

4"

5 3/4"

8" CMU BOND BEAM

HM FRAME

BACKER ROD AND

SEALANT BOTH SIDES

5/8" GWB

PARTITION AS

SCHEDULED

GROUT SOLID

WD SHIM

RE: FLOOR PLAN FOR

PARTITION TYPES

2"

3/

4"

8" CMU

PARTITION AS

SCHEDULEDWD SHIM

HM FRAME

MASONRY JAMB

ANCHORS (3 PER

JAMB)

BACKER ROD AND

SEALANT BOTH SIDES

GROUT SOLID

HOLLOW METAL

FRAME

SEE DOOR SCHEDULE

FINISH AS SCHEDULED

CONCRETE SLAB

CAST ALUMINUM THRESHOLD SET

IN SEALANT AND ANCHORED TO

CONCRETE SLAB

S E

E D

O O

R S

C H

E D

U

LE

D O

O R

H E

IG

H

T

5 3/4"

WALLS BEYOND

CONTINUOUS

CASING BEAD

DOUBLE METAL STUD

SSMA: 600S162-54 STUDS

NON-METALLIC SHIM

ALUMINUM DOOR FRAME

ALUMINUM DOOR

S E

E D

O O

R S

C H

E D

U

LE

D O

O R

O P

E N

IN

G

H E

IG

H

T

5/8" GYP. BOARD

5/8" GYP. BOARD

ON SSMA:

362S162-33 METAL

STUDS AT 16" O.C.

CONTINUOUS CASING

BEAD

ALUMINUM FRAME

ANCHORED TO HEADER

GLAZING - REFERENCE

FRAME TYPES

CONT. SEALANT

TYP. BOTH

SIDES

4 1/2"

3/

4" /8

ALUMINUM THRESHOLD SET

IN FULL BED OF SEALANT

ALUMINUM DOOR

NON-SHRINK GROUT

WALK OFF MAT IN

DEPRESS SLAB AT

VESTIBULES WHERE

NOTED, SEE STRUCTURAL

FOR DETAILS

TYPES ON DWG A-604

SEE DOOR FRAME

SEE DOOR SCHEDULE

DOOR WIDTH

ALUMINUM DOOR

ALUMINUM FRAME

INSULATED GLASS -

REFERENCE FRAME TYPES

6"

. 2 1/4" .

FINISH FLOOR -

SEE ROOM

FINISH SCHED

ALUMINUM DOOR

AND FRAME

D O

O R

H E

IG

H

T S

E E

D O

O R

S C

H E

D U

LE

GLAZING - REFERENCE

FRAME TYPES

ALUMINUM DOOR -

SEE DOOR TYPES

FOR STILE WIDTH

ALUMINUM FRAME

1 3/4"

4"

ALUMINUM CURTAIN

WALL SYSTEM

ALUMINUM DOOR

6"

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-O P

S -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:1

:2

A

M

A-503

D O O R D E

TA

IL

S

LES

12801498

RJM RJM

1596300

3" = 1'-0" C1

DOOR HEAD - INTERIOR STUD WALL

3" = 1'-0" B1

DOOR JAMB - INTERIOR STUD WALL

3" = 1'-0" A1

DOOR SILL - INTERIOR STUD WALL

3" = 1'-0" C2

DOOR HEAD - INTERIOR CMU WITH FURRING

3" = 1'-0" B2

DOOR JAMB - INTERIOR CMU WITH FURRING

3" = 1'-0" A2

DOOR SILL - INTERIOR CMU WITH FURRING

3" = 1'-0" C3

DOOR/TRANSOM HEAD - INTERIOR STOREFRONT

3" = 1'-0" A4

DOOR SILL - EXTERIOR CURTAIN WALL

3" = 1'-0" B4

DOOR JAMB - EXTERIOR CURTAIN WALL

3" = 1'-0" A3

DOOR SILL - INTERIOR STOREFRONT

3" = 1'-0" B3

DOOR JAMB - INTERIOR STOREFRONT

3" = 1'-0" C4

DOOR HEAD - EXTERIOR CURTAIN WALL

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

CMU LINTEL RE:

STRUCTURAL DRAWINGS

CONT. GALV. STL.

ANGLE; RE: STRUC

CONTRACTOR TO PROVIDE

A HIGHER STRENGTH (PSI)

GROUT AS REQUIRED BY

DOOR MANUFACTURER TO

MEET THE REQUIRED

WIND LOADS, TYP.

METAL FLASHING

CORNER BEAD

RIGID BOARD INSULATION

PARTITION AS SCHEDULED

3/4" X 1/2" FURRING CHANNEL

WD SHIM

5 3/4"

HM FRAME

BACKER ROD AND

SEALANT BOTH SIDES

INSULATION

PAINT

FLUID-APPLIED MEMBRANE BARRIER, TYP

SHIM AS

REQUIRED

3" RIGID BOARD

INSULATION

8" CMU

PARTITION AS SCHEDULED

3/4" X 1/2" FURRING CHANNEL

CORNER BEAD

FLUID-APPLIED

MEMBRANE

BARRIER, TYP.

BRICK VENEER

3/

4"

HM FRAME

MASONRY JAMB

ANCHORS (3 PER JAMB)

BACKER ROD AND

SEALANT BOTH SIDES

GROUT SOLID

2"

HOLLOW METAL

FRAME

SEE DOOR

SCHEDULE

FINISH AS

SCHEDULED

CONCRETE SLAB

CAST ALUMINUM

THRESHOLD SET IN

SEALANT AND

ANCHORED TO

CONCRETE SLAB

S E

E D

O O

R S

C H

E D

U

LE

D O

O R

H E

IG

H

T

5 3/4"

WALLS BEYOND

CONT. JOINT SEALANT

AND BACKING, TYP.

SHIM AS REQUIRED

CMU LINTEL, SEE

STRUCTURAL

DRAWINGS

CONT. JOINT SEALANT

AND BACKING

CONT.GALV. STL.

ANGLE; RE: STRUC

CONTRACTOR TO

PROVIDE A HIGHER

STRENGTH (PSI) GROUT

AS REQUIRED BY DOOR

MANUFACTURER TO

MEET THE REQUIRED

WIND LOADS, TYP.

SEE WINDOW

SCHEDULE

METAL FLASHING

CORNER BEAD

3" RIGID BOARD

INSULATION

PARTITION AS

SCHEDULED

3/4" X 1/2" FURRING

CHANNEL

PAINT

CAVITY DRAINAGE

MATERIAL

FLUID-APPLIED

MEMBRANE

BARRIER, TYP

SHIM AS

REQUIRED

3" RIGID BOARD INSULATION

CONT. JOINT SEALANT

AND BACKING, TYP.

8" CMU

WINDOW, SEE

SCHEDULE

CONT. JOINT SEALANT

AND BACKING, TYP.

METAL FURRING

AS SCHEDULED

3/4" X 1/2" FURRING

CHANNEL

CORNER BEAD

FLUID-APPLIED MEMBRANE

BARRIER, TYP.

BRICK VENEER

SHIM AS REQUIRED

3" RIGID BOARD

INSULATION

SPLIT-FACE MASONRY

VENEER W/ AIR SPACE

SEE WINDOW SCHEDULE

PARTITION AS

SCHEDULED

8" CMU BOND BEAM

8" CMU

CONT. JOINT SEALANT

AND BACKING, BOTH

SIDES

SILL COURSING

1/2" SOLID SURFACE

STOOL SILL WITH

BULL NOSE EDGE

1/2"

THRU-SILL FLASHING AND

WEEP HOLES @ 24"

SILL FLASHING WITH END DAM

FLUID-APPLIED MEMBRANE

BARRIER, TYP

SLOPE

METAL STUD BOX BEAM

5/8" GYPSUM

BOARD

SCHEDULED GLAZING

WALL BEYOND

3 5/8" METAL STUD

5/8" GYPSUM BOARD

GLAZING AS SCHEDULED

WALL SILL BELOW

3 5/8" MTL STUDS

BOX BEAM

SEALANT AND

BACKER ROD

BOTH SIDES

5/8" GWB BOTH

SIDES

BATT INSULATION

WINDOW AS

SCHEDULED

PARTITION AS SCHEDULED

SEALANT AND BACKER ROD BOTH SIDES

5/8" GWB BOTH SIDES

BATT INSULATION

WINDOW AS SCHEDULED

FIRST FLOOR

100' - 0"

CONCRETE SLAB

FINISH AS SCHEDULED

CONCRETE PAVEMENT

RE: CIVIL & LANDSCAPE

DRAWINGS

CONT. JOINT

SEALANT AND

BACKING BOTH SIDES

ALUMINUM

CURTAIN WALL

5 1/2"

ALUMINUM CURTAIN WALL

ALUMINUM STRUCTURE

WRAP, FINISH TO MATCH

CURTAINWALL

STRUCTURAL STEEL

FRAMING, RE:

STRUCTURAL

ALUMINUM CURTAIN WALL

PASS THROUGH OPENING W/

DEAL TRAY; BASIS OF

DESIGN QUIKSERV TW-9329-

CX TICKET WINDOW WITH

DEAL TRAY

COUNTERTOP:

2 LAYERS 3/4" SUBSTRATE

WITH 1/2" SOLID SURFACE WITH

TURNDOWN EASED EDGE

METAL BRACKETS - PAINTED,

ANCHORED TO WALL

COUNTER SILL: 2 LAYERS OF

BLOCKING WITH 1/2" SOLID

SURFACE WITH TURN DOWN

EASED EDGE. WRAPS ON

SIDES BACK TO WALL.

COUNTER TOP:PLASTIC

LAMINATE

3/4" PLYWOOD SUB-TOP

GLAZING AS SCHEDULED

WELDED 2" X 2" X 1/8" STEEL ANGLE "L"

SUPPORT ANCHORED TO WALL STUDS @

32" O.C. - EXPOSED PORTION PAINTED

BLACK W/ EDGES GROUND SMOOTH

2" X 2" X 1/8" STEEL ANGLE

SUPPORT CONT. BETWEEN

BRACKETS, SCREW TO METAL

STUDS, PAINT TO MATCH WALL

WALL JAMB BEYOND

CONT. JOINT SEALANT AND

BACKING BOTH SIDES

ALUMINUM CURTAIN WALL

5 1/2"

SHIM AS REQUIRED

STEEL LINTEL, SEE

STRUCTURAL DRAWINGS

CONT. GALV. STL. ANGLE

METAL FLASHING

3" RIGID BOARD

INSULATION

CAVITY DRAINAGE

MATERIAL

FLUID-APPLIED

MEMBRANE

BARRIER, TYP

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-O P

S -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:1

:2

A

M

A-504

D O O R , W

IN

D O W , A N D C U R

TA

IN

W A

LL

D E

TA

IL

S

LES

12801499

RJM RJM

1596300

3" = 1'-0" D1

DOOR HEAD - EXTERIOR CMU WALL

3" = 1'-0" B1

DOOR JAMB - EXTERIOR CMU WALL

3" = 1'-0" A1

DOOR SILL - EXTERIOR CMU WALL

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9" 3" = 1'-0" D4

WINDOW HEAD - CMU/BRICK

3" = 1'-0" C4

WINDOW JAMB - CMU/SPLITFACE

3" = 1'-0" A4

WINDOW SILL - CMU/SPLITFACE

3" = 1'-0" D2

WINDOW HEAD - PASS-THROUGH

3" = 1'-0" C2

WINDOW JAMB - PASS-THROUGH

3" = 1'-0" D3

HEAD / SILL DETAIL

3" = 1'-0" C3

JAMB DETAIL

3" = 1'-0" B3

CURTAIN WALL SILL - EXTERIOR

3" = 1'-0"

B2

CURTAIN WALL STEEL TUBE WRAP DETAIL

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9"

0' 6"3" 9"0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9"

3" = 1'-0" A2

WINDOW SILL - PASS-THROUGH

0' 6"3" 9"

3" = 1'-0" B4

CURTAIN WALL HEAD - EXTERIOR

0' 6"3" 9"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

CONT SEALANT AND

BACKER ROD

BOND BEAM

SEE STRL FOR

REINFORCEMENT

FLUID APPLIED AIR BARRIER

EXTEND WITHIN OPENING

RIGID INSULATION

3 5/8" 2" 3" 7 5/8"

LO

U

V E R

H E

IG

H

T

S E E

D O

O R

S C

H E

D U

LE

ALUMINUM

LOUVER

RE: LOUVER

SCHEDULE

8" NOM CMU WALL

SEE STRL FOR

WALL

REINFORCEMENT

BIRD SCREEN

SELF-ADHERING FLEXIBLE

MEMBRANE OVER TOP OF MTL

FLASHING

CONT PERIMETER

MTL RETAINING

ANGLE

3"

VENEER ANCHORS

WEEP (MIN OF 2)

FACE BRICK

MORTAR NET

NOTE: PROVIDE PREFAB END

DAMS @ EA END

CONT SEALANT

1' - 4 1/4"

3 5/8" 2" MIN 3" 8" NOM

RIGID INSULATION

LO

U

V E

R W

ID

T H

S E

E S

C H

E D

U

LE

8" NOM CMU WALL

SEE STRUCTURAL FOR

WALL REINFORCEMENT

SILL FLASHING

BELOW

ALUMINUM LOUVER

RE: LOUVER SCHEDULE

BIRD SCREEN3"

CONT PERIMETER MTL

RETAINING ANGLE

COMPRESSIBLE

FOAM FILLER

CONT SEALANT AND

BACKER ROD

VENEER ANCHORS

FACE BRICK

CONT SEALANT AT

PERIMETER MTL ANGLE

FLUID-APPLIED

MEMBRANE

BARRIER, TYP

1' - 4 1/4"

3 5/8" 2" 3" 8" NOM

LO

U

V E

R H

E

IG

H T

S E

E S

C H

E D

U

LE

ALUMINUM LOUVER

RE: LOUVER

SCHEDULE

8" NOM MASONRY WALL

SEE STRUCTURAL FOR

REINFORCEMENT

BIRD SCREEN

SEALANT (TYPICAL)

CONT PERIMETER MTL

RETAINING ANGLE

3"

SILL FLASHING

RIGID INSULATION

VENEER ANCHORS

FACE BRICK

MTL CLEAT

ANCHOR TO

TOP OF BRICK

FLUID-APPLIED

MEMBRANE

BARRIER, TYP

CONT SEALANT

1' - 4 1/4"

1/8" STAINLESS STEEL

COVER PLATES

FINISH FLOOR AS

SCHEDULED

GROUT SOLID

STAINLESS STEEL FLOOR

TRACK

HORIZONTAL SLIDING

SMOKE CURTAIN BY MNFR

2 7/8"

1/

2"

HEAD TRACK

GYP BULKHEAD.

ENCLOSURE

SEALED TO DECK

ABOVE

SMOKE SEAL

3/8" DIA.

HANGER

RODS AT 16"

O.C

4 1/4"

7"

2 1/4" HORIZONTAL

SLIDING SMOKE

CURTAIN BY MNFR

CMU

CMU LINTEL

COILING DOOR HOOD

RIGID INSULATION

VENEER ANCHORS

FACE BRICK

CONT SEALANT AND

BACKER ROD BOTH SIDES

STEEL FRAME, FULLY

GROUTED

SELF-ADHERING

FLEXIBLE MEMBRANE

OVER TOP OF MTL

FLASHING

CMU

STEEL COILING

DOOR GUIDE

RIGID INSULATION

COMPRESSIBLE

FOAM FILLER

FACE BRICK

CONT SEALANT AND BACKER

ROD BOTH SIDES

COILING DOOR PANEL

ANCHOR BOLT

STEEL FRAME, FULLY

GROUTED

FLUID-APPLIED MEMBRANE

BARRIER, TYP

COILING DOOR PANEL

CONC. SLAB

BOTTOM BAR AND SEAL

STEEL COILING DOOR

GUIDE BEYOND

10 1/2" 3 1/2"

FLOOR FINISH

AS SCHEDULED

FACE OF

BRICK

BEYOND

STEEL

FRAME

BEYOND

SL

1' - 6"

A-505 A2

A-505 B2

GYP BULKHEAD TO DECK WITH CONT.

SEALANT. 2 1/2" COLD FORMED

METAL STUD 24" O.C. WITH 2 LAYERS

5/8" GYP ALL SIDES

3" DIA ALUM GUARDRAIL 42"

ABOVE FINISH FLOOR

1/2" THICK TEMPERED GLASS

PANELS PRE-CUT AND PRE-

DRILLED

FLOOR FINISH AS SCHEDULED

EMBEDDED STEEL ANGLE,

SEE STRUCTURAL

2 1/2" METAL STUD 24" O.C

WITH 1 LAYERS 5/8" GYP

1 1/2" ALUM CHANNEL REVEAL,

FINISH TO MATCH SHOE MOULDING

A-505 D3

9"

1 1/4" 1 1/2"

1'

CEILING AS SCHEDULED

FLOOR FINISH AS SCHEDULED

EMBEDDED STEEL ANGLE,

SEE STRUCTURAL

ANODIZED ALUMINUM SHOE

MOULDING AND SHEET METAL

COVER, PNT TO MATCH

1/2" CAP SCREWS 12" OC

SETTING BLOCK

3" RIGID INSULATION

BACKER ROD

AND SEALANT

BOTH SIDES

THROUGH WALL MTL

FLASHING

FLUID APPLIED AIR

BARRIER

FILL WITH

INSULATION

AIR SPACE

CONT. GALV STEEL

ANGLE, PAINTED

ALUMINUM DOOR

ALUMINUM FRAME

ANCHORED TO

HEADER

GLAZING -

REFERENCE

FRAME TYPES

WEEPS

8" CMU

FLUID-APPLIED

MEMBRANE

BARRIER, TYP.

PARTITON AS SCHEDULED

BRICK

VENEER

GLAZING - REFERENCE

FRAME TYPES

ALUMINUM DOOR -

SEE DOOR TYPES

FOR STILE WIDTH

ALUMINUM FRAME

1 3/4"

BACKER ROD AND

SEALANT BOTH SIDES

5/8" GWB OVER 3/4"

FURRING CHANNEL

CORNER BEAD

3" RIGID

INSULATION

AIR SPACE

FINISH AS

SCHEDULED

METAL

THRESHOLD

ALUMINUM

DOOR

CONCRETE SLAB

FINISH AS

SCHEDULED

CONT. JOINT

SEALANT AND

BACKING BOTH

SIDES10

4"

AT DOOR

AT SIDELITE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-O P

S -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:1

:3

A

M

A-505

D O O R A N D L O U V E R D E

TA

IL

S

LES

12801500

RJM RJM

1596300

3" = 1'-0" C1

LOUVER HEAD DETAIL

3" = 1'-0" B1

LOUVER JAMB DETAIL

3" = 1'-0" A1

LOUVER SILL DETAIL

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9"

3" = 1'-0" A2

SMOKE CURTAIN FLOOR TRACK DETAIL

3" = 1'-0" B2

SMOKE CURTAIN HEAD TRACK DETAIL

0' 6"3" 9"

0' 6"3" 9"

1 1/2" = 1'-0" C3

OVERHEAD COILING DOOR HEAD DETAIL

1 1/2" = 1'-0" B3

OVERHEAD COILING DOOR JAMB DETAIL

4"0' 8" 1'-4"

4"0' 8" 1'-4"

1 1/2" = 1'-0" A3

OVERHEAD COILING DOOR SILL DETAIL

1 1/2" = 1'-0" C2

SECTION DETAIL - AIR OPS

4"0' 8" 1'-4"

4"0' 8" 1'-4"

3" = 1'-0" D3

SHOE MOULDING DETAIL

0' 6"3" 9"

3" = 1'-0" C5

DOOR HEAD - SIDELITE

3" = 1'-0" B5

DOOR JAMB - SIDELITE

3" = 1'-0" A5

DOOR SILL - SIDELITE

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

W

IN

D O

W H

E

IG

E W

IN

D

O W

S C

H E

D U

L E

ALUMINUM

WINDOW SYSTEM

RE: WINDOW

SCHEDULE

GLAZING

1/2" SEALANT AND

BACKER ROD

SHIM

METAL STUD

AND GYPSUM

BOARD FURRING

RE: FLOOR

PLANS FOR TYPE

ALUMINUM WINDOW

SYSTEM RE: WINDOW

SCHEDULE

SILL BELOW

W

IN

D O

W W

ID

E W

IN

D

O W

S C

H E

D U

L E

GLAZING

1/2" SEALANT AND

BACKER ROD

SEALANT

BLOCKING

8"

SEALANT

W

IN

D O

W H

E

IG

E W

IN

D

O W

S C

H E

D U

L E

METAL STUD

AND GYPSUM

BOARD FURRING

RE: FLOOR

PLANS FOR TYPE

ALUMINUM WINDOW

SYSTEM, RE: WINDOW

SCHEDULE

SOLID SURFACE SILL

GLAZING

1/2" SEALANT AND

BACKER ROD

SHIM AS REQUIRED

SEALANT

8"

FULL PAN FLASHING WITH

END DAMS

6"

ALUMINUM LOUVER

INTEGRATED WITH

CURTAIN WALL SYSTEM

(BY CURTAIN WALL

SUPPLIER ) FULLY SEAL

PERIMETER

ALUMINUM CURTAIN WALL

6"

ALUMINUM LOUVER

INTEGRATED WITH

CURTAIN WALL SYSTEM

(BY CURTAIN WALL

SUPPLIER ) FULLY SEAL

PERIMETER

ALUM CURTAIN

WALL

STEEL BENT PLATE

RE: STRUCTURAL

CONCRETE SLAB

RE: STEUCTURAL

CONTINUOUS STEEL

ANGLE PER CURTAIN

WALL MANUF (STOP AT

VERTICAL CURTAIN WALL

MULLION) FIRE SEAL

BETWEEN CURTAIN WALL

AND ANGLE/SLAB

CONT ANGLE SUPPORT

FRAME, INSTALL PER CURTAIN

WALL SUPPLIER

RECOMMENDATIONS

CONTINUOUS FIRE SEALANT

CMU LINTEL RE:

STRUCTURAL DRAWINGS

WD SHIM

6"

HM FRAME

BACKER ROD AND

SEALANT BOTH SIDES

* FURRING WHERE PRESENT

SHIM AS REQUIRED

8" CMU

6"

WD SHIM

HM FRAME

MASONRY JAMB

ANCHORS (3 PER

JAMB)

BACKER ROD AND

SEALANT BOTH SIDES

2"

* FURRING WHERE

PRESENT

ALUM CURTAIN

WALL

STEEL BENT PLATE

RE: STRUCTURAL

CONCRETE SLAB

RE: STRUCTURAL

CONTINUOUS STEEL

ANGLE PER CURTAIN

WALL MANUF (STOP AT

VERTICAL CURTAIN

WALL MULLION) FIRE

SEAL BETWEEN

CURTAIN WALL AND

ANGLE/SLAB

CONTINUOUS FIRE SEALANT

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-A T

C -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:2

:0

A

M

A-506

D O O R , W

IN

D O W A N D L O U V E R D E T A

IL

S

LES

12801501

EV SF

1596300

3" = 1'-0" C1

WINDOW / CURTAIN WALL HEAD

3" = 1'-0" B1

WINDOW / CURTAIN WALL JAMB

3" = 1'-0" A1

WINDOW / CURTAIN WALL SILL

0' 6"3" 9"

0' 6"3" 9"

0' 6"3" 9"

3" = 1'-0" B2

LOUVER HEAD

0' 6"3" 9"

3" = 1'-0" A2

LOUVER JAMB/ SILL

0' 6"3" 9"

3" = 1'-0" B3

DOOR HEAD

3" = 1'-0" A3

DOOR JAMB

0' 6"3" 9"

0' 6"3" 9"

3" = 1'-0" C2

CURTAIN WALL DETAIL

0' 6"3" 9"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

F1CB

S1DA

S2FA

S1DA

4" 2' - 0"

1' /4

1'

K

5 1/4"

5 1/4"

10 1/2"5 1 /4

5 1 /4

/2

F1BB F1BB

F1BB F1BB

METAL COVERING

(MC-1) ALL SIDES

I

J

F1CB

S1DB

S1DB

F1CB

S2FA

1' - 4 1/4" 3 1/8"

3/ 4"

2'

B

45.00°

1/ 4"

8" NOM CMU BLOCK

CONTINUOUS FLUID

APPLIED AIR

BARRIER

3" RIGID INSULATION

AIR SPACE

EXTERIOR

VENEER (SEE

ELEVATION)

FURRING AS SCHEDULED

8" NOM CMU BLOCK

CONTINUOUS FLUID APPLIED

AIR BARRIER

3" RIGID INSULATION

AIR SPACE

EXTERIOR VENEER

(SEE ELEVATION)

1' - 4"

1'

F

F1BB

F1BB

F1BB

F1BB

F1BB

F1BB

1/ 4"

1/ 4"

5 1/4" 5 1/4"

10 1/2"

/2

METAL COVERING

(MC-1) ALL SIDES

S1DB

S1DB

S1DB

1' - 0"

1'

- 2

1/ 2"

5/8" GYPSUM

BOARD

L

8 1/2"

/8

1' - 4 1/2"

F1CA

F1CA

5/8" GYPSUM BOARD

ON 7/8" HAT CHANNEL

A-511 B5

J

F1CA

F1CA

1/ 8"

3 1/8"

BRICK VENEER

3" RIGID INSULATION

AIR SPACE

CONTINUOUS FLUID

APPLIED AIR BARRIER

SPANDREL GLAZING

8" NOM CMU BLOCK

B

F1BA

F1BA

S4DA

FURRING AS SCHEDULED

6" METAL FRAMING @ 16" O.C

BRICK VENEER

3" RIGID INSULATION

AIR SPACE

8" NOM CMU BLOCK

CONTINUOUS FLUID APPLIED

AIR BARRIER

FIBER REINFORCED GYPSUM

SHEATHING

H

FURRING AS SCHEDULED

6" METAL FRAMING @ 16" O.C

BRICK VENEER

3" RIGID INSULATION

AIR SPACE

CONTINUOUS FLUID APPLIED

AIR BARRIER

3/4" FIBER REINFORCED

GYPSUM SHEATHING

WINDOW AS SCHEDULED

FIBER REINFORCED GYPSUM

SHEATHING BOTH SIDES

INSULATED METAL PANEL

6" COLD FORMED METAL

FRAMING

METAL SCUPPER AND

COLLECTOR BOX

BRICK VENEER

AIR SPACE

RIGID INSULATION

AIR BARRIER

FIBER REINFORCED

GYPSUM SHEATHING

BATT INSULATION

METAL PANEL

MICROWELD CORNER FOR

SEAMLESS CORNER CONDITION

ROOF ACCESS LADDER

OBSERVATION

DECK

INSULATED METAL PANEL

ALUMINUM CURTAIN WALL

SYSTEM; ANGLED

MULLION PER CURTAIN

WALL MANUFACTURER

.0

GLAZING AS SCHEDULED

GLAZING AS SCHEDULED

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-O P

S -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:1

:3

A

M

A-511

A

IR

O P S P

LA

N D E

TA

IL

S

LES

12801502

RJM RJM

1596300

1 1/2" = 1'-0" A1

PLAN DETAIL

1 1/2" = 1'-0"

A2

PLAN DETAIL

1 1/2" = 1'-0" B1

PLAN DETAIL

1 1/2" = 1'-0" A3

PLAN DETAIL

1 1/2" = 1'-0" B2

PLAN DETAIL

4"0' 8" 1'-4" 4"0' 8" 1'-4" 4"0' 8" 1'-4"

4"0' 8" 1'-4" 4"0' 8" 1'-4" 1 1/2" = 1'-0" B3

PLAN DETAIL

4"0' 8" 1'-4"

1 1/2" = 1'-0" A4

PLAN DETAIL

4"0' 8" 1'-4"

1 1/2" = 1'-0" B4

PLAN DETAIL

1 1/2" = 1'-0" (A-105) C1

PLAN DETAIL

4"0' 8" 1'-4" 1 1/2" = 1'-0" C2

PLAN DETAIL

4"0' 8" 1'-4" 1 1/2" = 1'-0" C3

PLAN DETAIL

1 1/2" = 1'-0"

C4

PLAN DETAIL

4"0' 8" 1'-4" 4"0' 8" 1'-4"

4"0' 8" 1'-4" 3" = 1'-0" B5

CURTAINWALL DETAIL

0' 6"3" 9"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

D

COLUMN, RE:

STRUCT.

S4DA

S2DC

S4DA

2 LAYERS OF

5/8" GWB

BOTH SIDES

3 5/8" MTL STUDS

3 5/8" MTL STUDS

BATT

INSULATION

F

1' - 2" 6"

6" 6"

F1CA

S4DA

F1CA

F1CA

S4DA

COLUMN, RE: STRUCT.

WALL PROTECTION,

SEE INTERIORS

WALL PROTECTION,

SEE INTERIORS

START F1CA ONLY AT

TOP OF ACCESS

FLOORING

S4DA

F1CA

F1CA

M1HG

8" NOM CMU BLOCK

2.7

RETURN GYP TO

MAINTAIN STC RATING

B

COLUMN, RE.

STRUCT.

6" 6"

7"

1/ 2"

S2DB

F1CA

WALL PROTECTION,

SEE INTERIORS

START WING WALL

AND COLUMN

WRAP AT TOP OF

ACCESS FLOORING

4" BRICK VENEER

BRICK VENEER W/

MASONRY ANCHORS

ATTACHED TO TUBE

STEEL COLUMN

1' - 3 5/8"

/8

AT FIRST COURSE

PROVIDE 1 WEEP AT

EACH COLUMN

WRAP (FACE AWAY

FROM ENTRY

STOOP)

3"S1DB

HOLLOW METAL FRAME

SEE DOOR

SCHEDULE

ALIGN

2"

LOCKER

UNITS

WALL PROTECTION,

SEE INTERIORS

5/8" GWB

OVER 3 5/8"

MTL STUDS

F

1'

4"

F1CA

M1HE

8" NOM CMU BLOCK

CONTINUOUS FLUID

APPLIED AIR BARRIER

3" RIGID INSULATION

AIR SPACE

EXTERIOR

VENEER (SEE

ELEVATIONS)

E

S2DA

COLUMN, RE:

STRUCT.

S2DA

S2DA

F1CA

F1CA

WALL

PROTECTION,

SEE INTERIORS

A

F1CA

F1CA

3"

DOWNSPOUT

8" NOM CMU BLOCK

CONTINUOUS FLUID

APPLIED AIR BARRIER

3" RIGID

INSULATION

AIR SPACE

EXTERIOR

VENEER (SEE

ELEVATION)

C

3'

7" M

IN

1' -4

M

I N

1'

6"

S4FA

S2DB

S2DB

4' - 9" OPERABLE PARTITION

POCKET DOOR PER

OPERABLE PARTITION

SUPPLIER

START POCKET

PARTITIONS AT TOP OF

ACCESS FLOORING

E

COLUMN,

RE: STRUCT.

2 LAYERS 5/8"

GWB OVER 2 1/2"

MTL STUDS

HOLLOW METAL

FRAME

S4DA

4.7

E

2.7

6" 6"

7" 7"

COLUMN, RE.

STRUCT

WALL PROTECTION,

SEE INTERIORS

S4DA

S4DD

F1CA

F1CA

F1CA

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-R A

N G

E -C e n tr a l_

C to s lo s k ie b u rn sm c d .c o m

.r v t

/1

/2

:1

:5

A

M

A-513

M

TR

A C O N P

LA

N D E

TA

IL

S

LES

12801503

EV SF

1596300

1 1/2" = 1'-0" A2

PLAN DETAIL

1 1/2" = 1'-0" C1

PLAN DETAIL

1 1/2" = 1'-0" B1

PLAN DETAIL

1 1/2" = 1'-0" A4

PLAN DETAIL

1 1/2" = 1'-0"

A1

PLAN DETAIL

1 1/2" = 1'-0" B3

PLAN DETAIL

1 1/2" = 1'-0" A3

PLAN DETAIL

1 1/2" = 1'-0" C2

PLAN DETAIL

1 1/2" = 1'-0" B4

PLAN DETAIL

1/2" = 1'-0" C4

PLAN DETAIL

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4" 4"0' 8" 1'-4" 4"0' 8" 1'-4" 4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

1' 2' 4'0'

4"0' 8" 1'-4" 1 1/2" = 1'-0" B5

PLAN DETAIL

4"0' 8" 1'-4"

1 1/2" = 1'-0" A5

PLAN DETAIL

4"0' 8" 1'-4"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

A

2' - 0"

STEEL COLUMN RE:

STRUCT.

INTUMESCENT

FIREPROOFING ON

ALL STRUCTURAL

STEEL AND STEEL

PLATES

PRECAST PANEL

2 LAYERS OF 5/8"

GYPSUM BOARD OVER

4" C-H METAL STUD;

PARTITION TYPE H3EE

1" GYPSUM SHAFT

WALL LINER

2 LAYERS 5/8" GYPSUM BOARD

OVER 3 5/8" METAL STUD, BOTH

SIDES; PARTITION TYPE S4DE

5/8" GYPSUM BOARD

OVER 3 5/8" METAL

STUD @ 16" O.C.;

PARTITION TYPE S1DA

9" 1' - 3" 10"

6"

8"

B

10" 4"

STEEL COLUMN

RE: STRUCT

H3EE

S4DE

S4JE

2 LAYERS OF 5/8"

GYPSUM BOARD OVER

4" C-H METAL STUD

1" GYPSUM SHAFT

WALL LINER

2 LAYERS 5/8" GYPSUM

BOARD OVER 3 5/8" METAL

STUD, BOTH SIDES

FIRE STOPPING

SEALANT

2 LAYERS 5/8" GYPSUM

BOARD OVER 8" METAL

STUD, BOTH SIDES

B

2'

0"

PRECAST PANEL

STEEL COLUMN

RE: STRUCT

STEEL COLUMN RE: STRUCT

1 LAYERS 5/8"

GYPSUM BOARD

OVER 3 5/8" METAL

STUD

2 LAYERS 5/8" GYPSUM

BOARD

2 LAYERS OF 5/8"

GYPSUM BOARD OVER

3" C-H METAL STUD

1" GYPSUM SHAFT

WALL LINER

FIRE STOPPING

SEALANT

FIRE STOPPING

SEALANT

1'

3" 9"

4"9"

5"

PARTITION TYPE H3EE

PARTITION TYPE S4JE

C

2'

0"

PRECAST PANEL

9"

STEEL COLUMN RE: STRUCT.

INTUMESCENT FIREPROOFING ON ALL

STRUCTURAL STEEL AND STEEL PLATES

5/8" GWB ON 3 5/8"

MTL STUDS @ 16"

O.C.; PARTITION TYPE

S1DA

SEALANT

F.1

6.5

DOWNSPOUT

MTRACON

EXTERIOR WALL

8" NOM CMU BLOCK

3" RIGID INSULATION

AIR SPACE

EXTERIOR VENEER

(SEE ELEVATION)

CONTINUOUS FLUID

APPLIED AIR

BARRIER

EXPANSION COVER

(FLEXIBLE BELOW

TYPE)

9"

4"

EDGE OF

MTRACON

FOOTING

5"

EDGE OF ATCT

FOOTING

4"

8"

COMPRESSIBLE

EXPANSION JOINT FULLY

SEALED INTO ADJACENT

FLUID APPLIED AIR

BARRIER

FLUID APPLIED AIR

BARRIER

C

9"

5" STEEL COLUMN

RE: STRUCT.

8" NOM CMU

BLOCK

WALL PROTECTION,

SEE INTERIORS

2 LAYERS 5/8" GYPSUM

BOARD OVER 3 5/8" METAL

STUD @ 16" O.C.; PARTITION

TYPE S1DA

5/8" GYPSUM BOARD

OVER 1 5/8" METAL

STUD FURRING;

PARTITION TYPE F1BA

2 LAYERS 5/8" GYPSUM

BOARD OVER 3 5/8" METAL

STUD @ 16" O.C., BOTH

SIDE; PARTITION TYPE S4DE

CONTINUOUS FIRE

SEALANT

2" COMPRESSIBLE FIRERATED

EXPANSION JOINT / COVER

A 8"

H3EE

H3EE

BENT PLATE

CONTINUOUS

SEALANT AND

BACKER ROD

SOLID SURFACE SILL

CONT FIRE SEALANT

BOTH SIDES

WINDOW AS

SCHEDULED

A

6.5

8" NOM CMU

BLOCK STEEL

COLUMN RE:

STRUCT

7" 1' - 5"

45.00°

EXTERIOR VENEER

(SEE ELEVATION)

CONTINUOUS FLUID

APPLIED AIR BARRIER

AIR SPACE

3" RIGID INSULATION

8" NOM CMU BLOCK

1'

- 4

9"

3" INSULATION

COMPRESSIBLE

EXPANSION JOINT

FULLY SEALED INTO

ADJACENT FLUID

APPLIED AIR BARRIER

B

2'

1"

2 LAYERS OF 5/8" GYPSUM BOARD

OVER 3" C-H METAL STUD

FIRE STOPPING SEALANT

STEEL

COLUMN RE:

STRUCT

1 LAYER OF 5/8" GYPSUM BOARD

OVER 3" C-H METAL STUD;

PARTITION TYPE S1DA

1" GYPSUM SHAFT WALL LINER

STEEL COLUMN RE: STRUCT

FIRE STOPPING SEALANT

5" 7"

1'

5"

9" 4"

EXTERIOR VENEER (SEE ELEVATIONS)

2" RIGID INSULATION

AIR SPACE

CONTINUOUS FLUID APPLIED AIR

BARRIER

8" NOM CMU BLOCK

PARTITION TYPE S4JE

PARTITION TYPE H3EE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-A T

C -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:2

:1

A

M

A-515

A

TC

T P

LA

N D E

TA

IL

S

LES

12801504

EV SF

1596300

1 1/2" = 1'-0" B2

PLAN DETAIL

1 1/2" = 1'-0" C1

PLAN DETAIL

1 1/2" = 1'-0" C2

PLAN DETAIL

4"0' 8" 1'-4"

4"0' 8" 1'-4"

1 1/2" = 1'-0" B1

PLAN DETAIL

1 1/2" = 1'-0" A1

PLAN DETAIL

1 1/2" = 1'-0"

A2

PLAN DETAIL

4"0' 8" 1'-4"

4"0' 8" 1'-4"4"0' 8" 1'-4"

4"0' 8" 1'-4"

1 1/2" = 1'-0" A4

PLAN DETAIL

1 1/2" = 1'-0" B4

PLAN DETAIL

1 1/2" = 1'-0" C4

PLAN DETAIL

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

C

1' - 4" 9"

9" 1'

0"

S1DA

F1BA

STEEL COLUMN,

RE: STRUCT

8" NOM CMU BLOCK

5/8" GYPSUM BOARD

OVER 3 5/8" METAL

STUD @ 16" O.C.

5/8" GYPSUM BOARD

OVER 3 5/8" METAL

STUD @ 16" O.C.

BOTH SIDES

5/8" GYPSUM BOARD OVER 1

5/8" METAL STUD FURRING

WALL PROTECTION,

SEE INTERIORS

2" COMPRESSIBLE

EXPANSION

JOINT/COVER

S1DA

S2DA

B

STEEL COLUMN

RE: STRUCT

8" NOM CMU

BLOCK

5/8" GYPSUM BOARD

OVER 1 5/8" METAL

STUD FURRING

WALL PROTECTION,

SEE INTERIORS

1 LAYER 5/8"

TYPE 'X' GWB

4" C-H STUD @ 16" O.C.

1 LAYER 5/8" GWB

"J" TRACK, TYP.

1" GWB LINER

PANEL

5/8" GYPSUM BOARD

OVER 3 5/8" METAL

STUD @ 16" O.C.;

PARTITION TYPE S1DA

2" COMPRESSIBLE

EXPANSION JOINT/COVER

2" FIRE RATED

EXPANSION JOINT

PARTITION

TYPE H3EE

H3EE

H3EF

F.1

MTRACON

8" NOM CMU BLOCK

3" RIGID INSULATION

AIR SPACE

CONTINUOUS FLUID

APPLIED AIR BARRIER

EXTERIOR VENEER

(SEE ELEVATION)

5/8" GWB ON 2 1/2"

MTL STUD @ 16"

O.C.

8" NOM CMU

BLOCK

3" RIGID INSULATION

CONTINUOUS FLUID

APPLIED AIR BARRIER

COMPRESSIBLE

EXPANSION JOINT

(EXTEND TO

FOOTING BELOW)

6"

5"

ATCT

FLUID APPLIED

AIR BARRIER

COMPRESSIBLE EXPANSION

JOINT FULLY SEALED IN TO

ADJACENT FLUID APPLIED

AIR BARRIER (EXTEND TO

FOOTING BELOW)

C

PRECAST PANEL

STEEL COLUMN

RE: STRUCT

SEALANT AND BACKER ROD,

BOTH SIDES OF PANEL

1' - 2" 9"

C

2'

0"

STEEL COLUMN

RE: STRUCT

1 LAYER 5/8"

TYPE 'X' GWB

4" C-H STUD

@ 16" O.C.

"J" TRACK, TYP.

CONT. FIRE

SEALANT

1" GWB LINER

PANEL

PRECAST PANEL

SEALANT AND BACKER ROD,

BOTH SIDES OF PANEL

PARTITION TYPE H3EE

C

H3EE

H3EE

1' - 2"

STEEL COLUMN RE:

STRUCT. INTUMESCENT

FIREPROOFING ON ALL

STRUCTURAL STEEL AND

STEEL PLATES

PRECAST PANEL

CONTINUOUS

FIRE RATED

SEALANT

CONTINUOUS FIRE

STOP BETWEEN

EDGE OF SLAB AND

PRECAST PANEL

CONTINUOUS FIRE STOP

BETWEEN EDGE OF SLAB AND

CURTAIN WALL

2'

0"

WALL PROTECTION,

SEE INTERIORS

A

WALL

PROTECTION,

SEE INTERIORS

STEEL COLUMN RE: STRUCT

2' - 0"

EXTERIOR VENEER

(SEE ELEVATIONS)

2" RIGID

INSULATION

8" NOM CMU BLOCK

AIR SPACE

CONTINUOUS FLUID

APPLIED AIR BARRIER

1" GYPSUM SHAFT

WALL LINER

2 LAYERS OF 5/8"

GYPSUM BOARD OVER

3" C-H METAL STUD

SOLID SURFACE

SILL

CONTINUOUS

FIRE SEALANT

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-A T

C -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:2

:2

A

M

A-516

A

TC

T P

LA

N D E

TA

IL

S

LES

12801505

EV SF

1596300

1 1/2" = 1'-0" A2

PLAN DETAIL

1 1/2" = 1'-0"

A3

PLAN DETAIL

1 1/2" = 1'-0" B2

PLAN DETAIL

1 1/2" = 1'-0" A1

PLAN DETAIL

1 1/2" = 1'-0" B1

PLAN DETAIL

4"0' 8" 1'-4" 4"0' 8" 1'-4"

4"0' 8" 1'-4" 4"0' 8" 1'-4" 4"0' 8" 1'-4" 1 1/2" = 1'-0" A4

PLAN DETAIL

4"0' 8" 1'-4"

1 1/2" = 1'-0" B4

PLAN DETAIL

4"0' 8" 1'-4"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

F.1

F1BA

MTRACON

ATCT

8" NOM CMU BLOCK

CONTINUOUS FLUID

APPLIED AIR BARRIER

3" RIGID INSULATION

EXPANSION

JOINT COVER

CONTINUOUS FLUID

APPLIED AIR BARRIER

3" RIGID INSULATION

8" NOM CMU BLOCK

8" NOM CMU BLOCK

5/8" GYPSUM BOARD OVER 2

1/2" METAL STUD @ 16" O.C.

5/8" GYPSUM BOARD OVER 1 5/8"

METAL STUD FURRING @ 16" O.C.

5/8" GYPSUM BOARD

OVER 3 5/8" METAL

STUD @ 16" O.C.

BOTH SIDES

5/8" GYPSUM BOARD

OVER 2 1/2" METAL

STUD @ 16" O.C.

5/8" GYPSUM BOARD OVER 1 5/8"

METAL STUD FURRING @ 16" O.C.

5/8" GYPSUM BOARD

OVER 2 1/2" METAL

STUD @ 16" O.C.

9"

4"

5"

4"

WALL PROTECTION, SEE INTERIORS

CONTROL JOINT IN FLOOR

8"

F1CA

F1BA

1'

- 6

EXPANSION JOINT COVER

5/8" GYPSUM BOARD OVER 1 5/8"

METAL STUD FURRING @ 16" O.C.

C

SHAFT WALL

STEEL COLUMN RE: STRUCT

8" NOM CMU BLOCK

CONTINUOUS FLUID

APPLIED AIR BARRIER

2" RIGID INSULATION

AIR SPACE

EXTERIOR VENEER

(SEE ELEVATION)

8" NOM CMU

BLOCK

COMPRESSIBLE

EXPANSION JOINT

2 LAYER 5/8"

TYPE 'X' GWB

4" C-H STUD @ 16" O.C.

"J" TRACK, TYP.

1" GWB LINER PANEL

1' - 4"

COMPRESSIBLE

EXPANSION JOINT FULLY

SEALED INTO ADJACENT

FLUID APPLIED AIR

BARRIER

3" RIGID INSULATION

CONTINUOUS FLUID

APPLIED AIR BARRIER

DOWNSPOUT

2" FIRE RATED

EXPANSION JOINT

H3EE

CLOSURE TRIM BY

WINDOW MANUF

H3EE

FIRE STOP SEALANT

WINDOW VERTICAL MULLION

WINDOW AS SCHEDULED

H3EE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

M A

R

IN

E C

O R

P S

I P

T N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

A

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

C

AS NOTED

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

F Y P -2 A T C T O W E R A N D A

IR

O P E R A T

IO

N S

DRAWFORM REVISION: 12 APRIL 2018

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

TT

E D

CJC/KDB

CGM

DSN

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

C

R e v it P ro je c ts

\B L D

G -P

-1

-A

-A T

C -C e n tr a l_

C to sl o s ki e b u rn sm c d .c o m

.r v t

/1

/2

:2

:2

A

M

A-517

A

TC

T P

LA

N D E

TA

IL

S

LES

12801506

EV SF

1596300

1 1/2" = 1'-0" A1

PLAN DETAIL

1 1/2" = 1'-0"

A4

PLAN DETAIL

4"0' 8" 1'-4" 4"0' 8" 1'-4"

1 1/2" = 1'-0" D4

PLAN DETAIL

4"0' 8" 1'-4"

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

IS

S U

E D

F O

R B

ID

/1 8/

MODIFIED BITUMINOUS

MEMBRANE ROOFING

ALUMINUM PARAPET COPING

WITH SEALED JOINTS

CONT CANT

CONTINUOUS CLEAT

2X P.T. WOOD NAILER

PROTECTION BOARD

CONC ON METAL DECK,

SEE STRUCTURAL

CONT ELASTOMERIC

SHEET FLASHING W/

MIN. 6" LAPS

COPING ANCHOR CLIP

1"3"

R-30 RIGID BOARD

INSULATION

AIR SPACE

3" CONTINUOUS

RIGID INSULATION

CONT. FLUID APPLIED

AIR BARRIER, TYP

1/2" EXTERIOR FIBER

REINFORCED GYPSUM

SHEATHING

3/4" EXTERIOR FIBER

REINFORCED GYPSUM

SHEATHING

6" MTL STUDS

@ 16" O.C.

STEEL TUBE, SEE

STRUCTURAL

3 5/8"

2" MIN

3" 7 1/4"

BATT INSULATION

INFILL

1' - 4"

STEEL PLATE; RE: STRUCT

DWGS

8" CMU

CONCRETE BEAM; RE: STRUCT

DWGS

MTRACON

FACE OF FOOTING

ATCT

FLUID APPLIED

AIR BARRIER

5/8" GYPSUM

SHEATHING

2 1/2"

FURRING

4" EXPANSION JOINT

BETWEEN ROOF

GABLES TO ALIGN

WITH 4" VERTICAL

EXPANSION JOINT

ALONG THE WALL

3 HOUR RATED

CMU/FACE OF

FOOTING/EDGE

OF METAL ROOF

DECK ALL

ALIGNED

4" EXPANSION

GAP BETWEEN

BUILDING

FOOTINGS

MTRACON 5"

CANTILEVERED ROOF

DECK BETWEEN FACE

CMU AND EDGE OF

FOOTING BELOW

METAL DECK

6" RIGID INSULATION (MIN R-30)

PREFINISHED STANDING

SEAM METAL ROOF PANEL

BENT PLATE, RE: STRUCT DWGS PREFINISHED

EXPANSION

JOINT COVER

3" RIGID INSULATION

(MIN R-30)

WALL BEYOND

4" 5"

CONCRETE BEAM; RE:

STRUCT DWGS

PROVIDE CONTINUOUS

SELF ADHERING MEMBRANE

FLASHING TO MAINTAIN AIR

BARRIER TRANSITION FROM

WALL TO ROOF; PROVIDE

SHEET METAL CLOSURE

AROUND DECK FOR

CONTINUOUS SUBSTRATE

PROVIDE FIRE RATED INFILL BLOCKING

AT METAL DECK CORRUGATIONS

COMPRESSIBLE

EXPANSION JOINT

FULLY SEALED

INTO ADJACENT

FLUID APPLIED

AIR BARRIER

STEEL PLATE; RE:

STRUCT DWGS

SLOPE 1"4"

CANT BEYOND

MODIFIED BITUMINOUS

MEMBRANE ROOFING -

EXTEND INTO SCUPPER

COLLECTOR BOX

AND

DOWNSPOUT, SEE

ELEVATIONS FOR

LOCATION

AIR SPACE

3" CONTINUOUS

RIGID INSULATION

FLUID APPLIED AIR

BARRIER ON VERTICAL

FACE

WRAP SELF-ADHERING

SHEETING MEMBRANE

AROUND FULL

PERIMETER, TYP.

METAL FLANGE AND

JOINT SEALANT AT FULL

PERIMETER OF SCUPPER

FASTENED CLAD

METAL SCUPPER

REINFORCED MASONRY

UNITS, TYP.

GROUT OPENING SOLID

CONC. ON METAL DECK, SEE

STRUCTURAL DRAWINGS

INSULATED METAL WALL PANEL

CONTINUOUS COUNTERFLASHING

CONTINUOUS AIR BARRIER WITH

SELF-ADHERED MEMBRANE AT

WALL TRANSITION

MODIFIED BITUMINOUS

MEMBRANE ROOFING

ALUMINUM PARAPET

COPING WITH

SEALED JOINTS

CONT CANT

CONTINUOUS

CLEAT

2X P.T. WOOD NAILER

PROTECTION BOARD

CONC ON METAL

DECK, SEE

STRUCTURAL

3/8" DIA X 6" L COUNTER-SUNK

EXPANSION ANCHOR @ 24" O.C.

CONT

ELASTOMERIC

SHEET FLASHING

W/ MIN. 6" LAPS

COPING ANCHOR CLIP

1"3"

COUNTERFLASHING

R-30 RIGID BOARD

INSULATION

AIR SPACE

3" CONTINUOUS

RIGID INSULATION

FLUID-APPLIED AIR

BARRIER, TYP.

8" CMU

8" CMU BOND BEAM

ROOF DECK PAVERS

LEVELING PEDESTALS

SELF-ADHERED

MEMBRANE AIR BARRIER

AT TRANSITION TO SHEET

MEMBRANE ON

PROTECTION BOARD

GALV STEEL GUARDRAIL, ALL SIDES

OF PARAPET

A B

O V

E P

A V

E R

S

GALV STEEL BRACKETS

1/2" TEMPERED GLASS INFILL

PANELS (4' W MAX)

PREFINISHED MTL BOX GUTTER W/

GUTTER STRAPS @ 2'-0" O.C.

ICE AND WATER BARRIER BETWEEN

FLASHING AND INSULATION, EXTEND

OVER ENTIRE ROOF INSULATION,

WRAP EDGE DOWN OVER FASCIA

BEHIND GUTTER

FIRE TREATED BLOCKING

FASTEN TO BENT PLATE

CONT. BENT STL PL - GALV. ATTACH

TO ROOF DECK, RE: STRUCTURAL

PREFINISHED MTL FASCIA

FLASHING W/ DRIP

PREFINISHED VENTILATED METAL SOFFIT

PANEL

SELF-ADHERING FLEXIBLE MEMBRANE

2 1/2" MTL STUD SOFFIT FRAMING.

ANCHOR TO CONCRETE AND STL PL

5/8" EXT GYP SHEATHING

STANDING SEAM EAVE FLASHING

ROOF CLIP

CLEAT

NOTE:

PROVIDE HYDROSTATIC ROOF SYSTEM PER

UFC3-110-03, 5-3. ROOF SHALL BE FIXED

AND SEALED. ALLOW THERMAL MOMENT AT

TOP OF ROOF

PREFINISHED STANDING SEAM MTL ROOF PANEL

6" RIGID INSULATION (MIN R-30)

1/2" EXT GYP SHEATHING SUBSTRATE BOARD

GALV. MTL DECKING RE: STRUCTURAL

BAR JOIST RE: STRUCTUAL

8" CMU BLOCK

PARTITION AS

SC…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .