Drawings.pdf

G001

SFS

LH

GENERAL

COVER

G002

LH

1ST

GENERAL

KEY PLAN

1. THE BUILDOUT DESCRIBED IN THESE DOCUMENTS IS INTENDED TO UTILIZE THE BUILDING'S STANDARD TENANT IMPROVEMENT SYSTEMS, MATERIALS, AND

FINISHES, UNLESS OTHER SPECIFIC REQUIREMENTS ARE INDICATED.

2. THESE DRAWINGS MAY NOT ACCURATELY REPRESENT THE EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL SURVEY THE EXISTING FIELD CONDITIONS IN DETAIL TO BECOME FAMILIAR WITH ANY ITEM THAT MAY AFFECT THE CONSTRUCTION. SUCH CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO THE EXACT LOCATION AND CONDITION OF ALL PARTITIONS, DOORS, FRAMES, HARDWARE, GLASS, MILLWORK, CEILINGS, FINISHES, ELECTRICAL AND COMMUNICATION DEVICES, PLUMBING FIXTURES, FIRE SPRINKLERS, FIRE ALARM DEVICES, ETC. ALSO INSPECT CONDITIONS ABOVE THE CEILING, INCLUDING DUCTWORK AND DIFFUSERS, MECHANICAL DEVICES, SPRINKLER PIPING, AND ANY OTHER OBJECT THAT COULD BE AN OBSTRUCTION TO THE INDICATED

DESIGN. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCY IDENTIFIED.

3. THESE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE PROJECT REQUIREMENTS. DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. VERIFY ALL

SHOWN DIMENSIONS. FIELD MEASURE FOR DIMENSIONS NOT SHOWN.

4. EACH SUBCONTRACTOR SHALL INCLUDE ALL MISCELLANEOUS ITEMS REQUIRED TO COMPLETE CONTRACTED WORK, INCLUDING RIGGING OF MATERIALS AND EQUIPMENT, ALL HANGERS, SUPPORTS, ANCHORS, SUSPENSION MEANS, CONDUIT, WIRE, FITTINGS AND/OR SLEEVES.

5. IN THE EVENT OF CONFLICT BETWEEN INFORMATION SHOWN ON DRAWINGS AND INFORMATION SHOWN ON THE SPECIFICATIONS, THE MORE STRINGENT SHALL TAKE PRECEDENCE. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION OR A DISCREPANCY OR VARIATION BETWEEN DIMENSIONS ON DRAWINGS AND MEASUREMENTS AT THE SITE OR LACK OF DIMENSIONS OR OTHER INFORMATION, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL THE ARCHITECT HAS BEEN NOTIFIED AND PROCEED ONLY AFTER CLARIFICATION HAS

BEEN MADE

6. IT IS INTENDED THAT THE DESIGN AS INDICATED ON THESE DRAWINGS AND AS DEVELOPED BY THE ARCHITECT AND ENGINEER OF RECORD SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS. THE CURRENT EDITION OF EACH APPLICABLE CODE AT THE TIME OF DESIGN

CONTRACT AWARD SHALL APPLY.

· FOLLOW THE NATIONALLY RECOGNIZED MODEL BUILDING CODES: INTERNATIONAL BUILDING CODE (IBC 2021);

· THE ELECTRICAL REQUIREMENTS OF THE NFPA NATIONAL ELECTRICAL CODE;

· THE EGRESS REQUIREMENTS OF THE NFPA LIFE SAFETY CODE (NFPA 101);

· THE REQUIREMENTS OF THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS), MOST CURRENT EDITION. WHERE EVER THE

TERMINOLOGY (ABA) OCCURS IN THIS SET REFERENCE IS MADE TO THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD.

· THE FACILITY STANDARDS FOR THE PUBLIC BUILDING SERVICE (PBS-P100, 2022);

7. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. THE CONTRACTOR SHALL CONTACT THE GSA CONTRACTING OFFICER IF DISCREPANCIES ARE DISCOVERED, PRIOR TO PROCEEDING WITH DEMOLITION AND CONSTRUCTION WORK.

8. THE GOVERNMENT REQUIRES THAT ALL DESIGN MODIFICATIONS MEET A MINIMUM 15-MINUTE FORCED-ENTRY RESISTANCE IN ACCORDANCE WITH ASTM

STANDARD

9. ALL DOORS TO HAVE PANIC BAR HARDWARE THAT IS INTEGRATED INTO FIRE ALARM SYSTEM. DOOR HARDWARE WILL RELEASE UPON ACTIVATION. GUARD REMOTE ACTIVATION BUTTON WILL ACTIVATE AND ENGAGE DOOR HARDWARE LOCKS. DOORS TO OPERATE AS FAIL SECURE, DOORS TO MEET NFPA 101

EGRESS REQUIREMENTS AND BE FREE EGRESS AT ALL TIMES.

GENERAL NOTES

0 60'30'15' 1" = 30'-0"

5'

PROJECT LIMIT - LINE OF PROTECTION KEY PLAN1

G002

COL.

NEW COLUMN

LINE

EXISTING

COLUMN LINE

ADDITIONAL INFORMATION

TITLE

SCALE:

B

WHICH SECTION

DRAWING SHEET NUMBER ON

OR DETAIL APPEARS

OR NUMBER

DESIGNATION LETTER

SECTION OR DETAIL

BIDDING SCOPE

NEW DOOR

EXISTING DOOR

EX.

XXXX

XXXX

ROOM NAME

BL-X

W-

STANDARD

DOOR NUMBER

SYMBOLSTANDARD ROOM

NAME TEXT AND

SYMBOL

BORROWED LIGHT

WINDOW TYPE

EQUIPMENT

TAG OR CODED

NOTE

FURNITURE

OR KEY NOTE

TAG

WALL

TYPE

FIXTURE

TAG

ROOM FINISHES TAG

ROOM NUMBER

GLAZING TYPEGL-

X DEMOLITION TAG

CPT-1

ROOM FINISHES TAG

X

X

XX-XX

XX-XX

X

XX-XX

X

XX-XX

ELEVATION

DESIGNATION

NUMBER

DRAWING NUMBER ON

WHICH ELEVATION

APPEARS; OR IS

MARKEDSTANDARD

EXTERIOR

ELEVATION TAG

STANDARD REVISION

TRIANGLE AND

BUBBLE

STANDARD

ENLARGED DETAIL

TAG

STANDARD

INTERIOR

ELEVATION TAG

DRAWING NUMBER

ON WHICH SECTION

OR DETAIL APPEARS

SECTION OR DETAIL

DESIGNATION

LETTER OR

NUMBER

AS-1 SIGNAGE

SYMBOL

NOT FOR

CONSTRUCTION

0 20 40 80

SCALE:

X

TYPICAL

DOOR-DETAIL

SCALE:

MATCH LINE "-"

SEE DRAWING----FOR CONTINUATION

LC

FINISH-FLOOR

ELEV=+0'-0"

CPT-1 ROOM FINISH

TAG

WORK POINT, CONTROL

POINT OR DATUM POINT

NORTH ARROW

N

ARCHITECTURAL SYMBOLS

NORTH

EAST

BASE

SOUTH

WEST

FLOOR

P3

PHOTO TAG

LI

N

E O

F

PR

O

TE

C

TI

O N

ADDITIONAL TWO (2)

WINDOW BAYS

REQUESTED TO BE

PROTECTED BY US

MARSHALLS

N

STAGING AND PROTECTION NOTES:

1) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING CONSTRUCTION FROM DUST AND DAMAGE. REPAIR, REPLACE OR PATCH ANY EXISTING CONSTRUCTION DAMAGED DURING THE CONSTRUCTION PROCESS AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY DAMAGED AREAS SHALL BE RETURNED TO EQUAL OR BETTER CONDITION THAN THAT OF THE EXISTING CONSTRUCTION PRIOR TO DAMAGE.

2) CONTRACTOR STAGING AND PARKING IS LIMITED AND THE STAGING OF PARKING WILL NEED TO BE COORDINATED WITH THE GSA FOR EXACT LOCATION

AND AVAILABILITY PRIOR TO CONSTRUCTION.

3) WORK SHALL BE PHASED TO ACCOMMODATE CONTINUOUS, NORMAL OPERATION OF THE FACILITY. HEAVY NOISE, VIBRATION AND DUST PRODUCING

WORK IS TO BE COMPLETE OUTSIDE NORMAL OCCUPANT WORKING HOURS.

4) CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION NOT PART OF THIS CONTRACT INCLUDING WALLS, FLOORS, PLAZA, ETC. INTERIOR AND

EXTERIOR BARRIERS SHALL PROTECT EXISTING HISTORIC MATERIALS.

5) PROVIDE TEMPORARY CONSTRUCTION BARRIERS/ FENCING AS NECESSARY TO PREVENT ACCESS TO CONSTRUCTION AREAS AND PROTECT BUILDING

OCCUPANTS AND PEDESTRIANS DURING CONSTRUCTION ACTIVITIES.

6) CONTRACTOR TO PROVIDE TEMPORARY SIGNAGE, BARRIERS AND TRAFFIC CONTROLS TO DIRECT PEDESTRIAN AND BUILDING TRAFFIC AS NEEDED THROUGHT THE DURATION OF CONSTRUCTION. TEMPORARY SIGNAGE AND DIRECTIONAL INDICATORS SAHLL BE REVIEWED AND APPROVED BY GSA PROPERTY MANAGEMENT PRIOR TO PLACEMENT. COORDINATE WITH GSA PROJECT MANAGER AS REQURIRED FOR NECESSARY PERMISSIONS.

7) CONTRACTOR SHALL SAFEGUARD LIMESTONE SURROUNDING WORK AREAS DURING DEMOLITION AND INSTALLATION OF THE NEW ENTRANCE FRAMING.

PHASING SEQUENCE NOTES:

1) ACCESS TO REMAINING BUILDING'S ENTRANCES SHALL REMAIN OPEN AT ALL TIMES DURING NORMAL BUSINESS HOURS FOR THE DURATION OF THE CONSTRUCTION. NORMAL OCCUPANT BUSINESS HOURS ARE FROM 7:00 AM TO 5:00PM, MONDAY THROUGH FRIDAY.

2) DEMOLITION OF EXISTING DOORS, FRAMES AND ACCESS HARDWARE SHALL BE COORDINATED WITH BUILDING MANAGER AND US

MARSHALLS, AND BUILDING SCHEDULE.

3) AFTER COMPLETION OF ONE OF THE ENTRANCES CONTRACTOR SHALL VERIFY FUNCTIONALITY OF NEW DOORS AND ACCESS CONTROL

HARDWARE BEFORE PROCEEDING TO NEXT ENTRANCE.

4) CONTRACTOR SHALL NOT LEAVE CONSTRUCTION AREA UNSECURED. NO EXTERIOR VESTIBULES SHALL BE LEFT UNSECURED

OVERNIGHT FOR SECURITY REASONS.

5) WORK ABOVE CEILING OR IN WALL CAVITIES FOR CABLING CAN OCCUR DURING NORMAL BUSINESS HOURS. NOISE PRODUCING WORK

WILL BE LIMITED TO OFF HOURS AND WEEKENDS.

AD100

LH

LOWER

ARCHITECTURE

DEMOLITION PLAN

0 32'4' 8' 16' 1/16" = 1'-0"

DEMOLITION LOWER LEVEL PLAN1

AD100

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

ENLARGED DEMOLITION PLAN2

AD100

P1

LOWER LEVEL

EXISTING CONDITIONS

SCALE:NTS

P2

LOWER LEVEL

EXISTING CONDITIONS

SCALE:NTS

P3

LOWER LEVEL

EXISTING CONDITIONS

SCALE:NTS

AD101

LH

ARCHITECTURE

DEMOLITION PLAN

0 32'4' 8' 16' 1/16" = 1'-0"

DEMOLITION FIRST FLOOR PLAN1

AD101

P1

FIRST LEVEL - STAIR 002

EXISTING CONDITIONS PHOTO

SCALE:NTS

P2

FIRST LEVEL - STAIR 002

EXISTING CONDITIONS PHOTO

SCALE:NTS

P3

FIRST LEVEL - TYPICAL WINDOW

EXISTING CONDITIONS PHOTO

SCALE:NTS

P4

FIRST LEVEL - WINDOW STOOL

EXISTING CONDITIONS PHOTO

SCALE:NTS

P5

FIRST LEVEL - EMPLOYEE DOOR

EXISTING CONDITIONS PHOTO

SCALE:NTS

P6

FIRST LEVEL - EMPLOYEE DOOR

EXISTING CONDITIONS PHOTO

SCALE:NTS

P8

ROTUNDA - EAST DOOR 0010

EXISTING CONDITIONS PHOTO

SCALE:NTS

P7

ROTUNDA - EAST DOOR 007A

EXISTING CONDITIONS PHOTO

SCALE:NTS

0 4'1' 2' 3/8" = 1'-0"

DEMOLITION ELEVATION4

AD101

0 4'1' 2' 3/8" = 1'-0"

DEMOLITION PLAN2

AD101

0 4'1' 2' 3/8" = 1'-0"

DEMOLITION PLAN3

AD101

A100

LH

LOWER

ARCHITECTURE

FLOOR PLAN

0 32'4' 8' 16' 1/16" = 1'-0"

LOWER LEVEL (SL1) FLOOR PLAN1

A100

TUN01

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

PARTIAL FLOOR PLAN2

A100

A101

LH

ARCHITECTURE

FLOOR PLAN0 32'4' 8' 16'

1/16" = 1'-0"

FIRST FLOOR PLAN1

A101

COLUMN GRID

DETAIL MARK

KEY NOTES

DOOR NUMBER

WALL TYPE

ELEVATION/SECTION NUMBER

SHEET NUMBER

DOOR SCHEDULE KEY NUMBER

ELEVATION MARK

NEW DOOR

NEW PARTITION

EXISTING OR NIC PARTITION

XXX

1. PROVIDE NEW INTERIOR SECURITY GLAZING STOREFRONT

RETROFIT SYSTEM

0 16'2' 4' 8' 1/8" = 1'-0"

ENLARGED ROTUNDA FLOOR PLAN2

A101

A201

A201

A201

X

007A

007B

ST-02

11111

1 1 1 1

1 007A

007B

A501

A101

2 HOUR RATED FIRE PARTITION

A201

LH

ARCHITECTURE

EXTERIOR ELEVATIONS0 16'2' 4' 8'

1/8" = 1'-0"

EXTERIOR ELEVATION - WEST1

A2010 16'2' 4' 8'

1/8" = 1'-0"

PARTIAL EXTERIOR ELEVATION - NORTH (TYP.)2

A201

0 16'2' 4' 8' 1/8" = 1'-0"

EXTERIOR ELEVATION - EAST3

A201

1.

5'-103 4"

WINDOW TYPE

W-2

3'-111 4"

WINDOW TYPE

W-1

W-2 W-2 W-1 W-1 W-1

5'-103 4"

WINDOW TYPE

W-2

W-2

3'-111 4"

WINDOW TYPE

W-1

W-1 W-1 W-1 W-1 W-1 W-2

3'-11"

WINDOW TYPE

W-3

W-3 W-3 W-3

5'-11"

WINDOW TYPE

W-4

W-4 W-4 W-4

'-6

1 4"

EX

IS

TI

N

G C

U R

TA

IN

W

AL

L

'-9

1 4"

EX

IS

TI

N

G C

U R

TA

IN

W

AL

L

EXISTING CURTAINWALL

FRAMING IS FLUSH WITH

EXTERIOR STONE

FACADE; NEW WORK TO

BE INSTALLED INTERIOR

US MARSHALL'S

REQUESTED INCLUSION

IN SCOPE

NOTE:

SEE PLAN FOR FULL

ELEVATION SCOPE

'-9

4"

N

EW

IN

TR

SY

ST

EM

NEW INTERIOR

FRAMING SYSTEM TO

ALIGN WITH TOP OF

EXTERIOR MULLION

'-9

1 4"

EX

IS

TI

N

G C

U R

TA

IN

W

AL

L

'-9

1 4"

N

EW

IN

TR

SY

ST

EM

NEW INTERIOR SECURITY

GLAZING SYSTEM TO

HAVE INTERMEDIATE

MULLION, SEE SECTIONS

NEW INTERIOR SECURITY

GLAZING SYSTEM TO

HAVE INTERMEDIATE

MULLION, SEE SECTIONS

A A501

A A501

B A501

1. WINDOW TYPES ARE LISTED FOR QUANTITY AND

APPROXIMATE SIZES. CONTRACTOR TO VERIFY ALL

EXISTING CONDITIONS AND DIMENSIONS.

WINDOWS & DOORS IN SCOPE

A A501

WINDOW SCHEDULE

NO.

SIZE

WIDTH HEIGHT

W-1 11'-9 1/4"3'-11 1/2"

5'-10 3/4"W-2 W-3 W-4

11'-9 1/4" 3'-11" 5'-11"

MULTI-STORY

MULTI-STORY

A501

LH

ARCHITECTURE

SECTIONS AND DETAILS0 6" 4'1' 2'

1/2" = 1'-0"

ENLARGED PARTIAL PLAN1

A501

A501

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

ENLARGED PLAN DETAIL5

A501

A A501

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

TYPICAL WALL SECTIONA

A501

A501

A501

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

SECTION DETAIL-MIDSPAN4

A501

'-9

1 4"

EX

IS

TI

N

G C

U R

TA

IN

W

AL

L

SY

ST

EM

5' -1

01 2"

TY

PI

C

AL

P

AN

E

W

IN

D O

W 3'

-1 0"

TY

PI

C

AL

P

AN

E

W

IN

D O

W

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

SECTION DETAIL - WINDOW SILL3

A501

'-9

1 2"

N

EW

IN

TE

R

IO

R F

R

AM

IN

G

S

YS

TE

M

8' -0

M

AX

. H

EI

G

H T

O F

SC

O

PE

CONTRACTOR TO

DEMOUNT AND

RE-ATTACH EXISTING

BLINDS SO AS TO BYPASS

NEW STOREFRONT

BELOW; PATCH AND

REPAINT GWB SOFFIT.

714"

EXISTING

CURTAINWALL

6"

2"x2"x1/4" STEEL TUBE, FULL

WIDTH OF WINDOW OPENING

WELDED TO END PLATES

ALIGNMENT TYPICALLY

CENTERED ON EXISTING

CURTAINWALL/STOREFRONT

MULLION

RIOT GLASS

ARMORPLAST GEN II

SECURITY FRAMING W/

AP375BR GLAZING PANEL

1"

NEW FRAMING SET BACK

FROM REAR FACE OF

EXISTING CURTAINWALL

RIOT GLASS

ARMORPLAST GEN II

SECURITY FRAMING W/

AP375BR GLAZING PANEL

ATTACHMENT ANCHORING AS

REQUIRED BY MANUFACTURER

TO MEET ASTM STANDARDS

AND ENSURE ADEQUATE

ENGAGMENT TO STRUCTURE

BELOW SILL.

UNSECURED SIDE

EXTERIOR PLAZA

SECURED SIDE

CONTRACTOR TO REMOVE

EXISTING GWB TO VERIFY THAT

ANCHORS WILL FULLY ENGAGE

EXISTING JAMB STRUCTURE

PRIOR TO INSTALLING ALL WORK.

1"

714"

EXISTING

CURTAINWALL

6"

RIOT GLASS

ARMORPLAST GEN II

FRAMING W/ AP375BR

GLAZING PANEL

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

SOUTHWEST CURTAIN WALL SECTIONB

A501

2' -1

PROVIDE ANCHORS SUFFICIENT

LENGTH ENOUGH TO ENGAGE

EXISTING STRUCTURE ON ALL

SIDES PER MANUFACTURER

SPACING REQUIREMENTS TO

MEET ASTM STANDARD

1"

LOCATE NEW ALUMINUM

SECURITY GLAZING

STOREFRONT SYSTEM

1" BACK FROM EXISTING

CURTAINWALL

1' -1

11 4" 2'

-0

1' -1

11 4"

RIOT GLASS ARMORPLAST

GEN II MIDSPAN FRAMING

CHANNEL; AP2-MULL. ALIGN

WITH CL OF EXISTING

CURTAIN WALL MULLION.

RIOT GLASS ARMORPLAST

GEN II MIDSPAN FRAMING

CHANNEL; AP2-MULL. ALIGN

WITH CL OF EXISTING

CURTAIN WALL MULLION.

5' -5

4"

RIOT GLASS ARMORPLAST

GEN II MIDSPAN FRAMING

CHANNEL; AP2-MULL.

EXISTING WOOD WINDOW

STOOL BELOW

CONTRACTOR TO PROVIDE ANCHORS

OF SUFFICIENT LENGTH TO EMBED

INTO EXISTING STRUCTURE IN ORDER

TO MEET REQUIREMENTS OF

SECURITY GLAZING SYSTEM

MANUFACTURER AND ASTM

STANDARD.

RIOT GLASS ARMORPLAST

GEN II MIDSPAN FRAMING

CHANNEL; AP2-MULL. ALIGN

WITH CL OF EXISTING

CURTAIN WALL MULLION.

3' -1 1"

3' -1 1"

'-0

EXISTING CURTAINWALL

RIOT GLASS ARMORPLAST

GEN II MIDSPAN FRAMING

CHANNEL; AP2-MULL. ALIGN

WITH CL OF EXISTING

CURTAIN WALL MULLION.

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

ENLARGED PARTIAL PLAN2

A501

A501

SIM.

W-2

W-1

W-3

W-4

W-4

W-3

W-3

B A501

3'-11"

3'-11"

3'-11"

5'-11"

5'-11"

RIOT GLASS

ARMORPLAST GEN II

FRAMING W/ AP375BR

GLAZING PANEL

W-4

5'-11

F1/ FL

SINGLE DOOR

LOBBY

A

F3/ FL

DOUBLE DOOR

A A

F4/FL

DOUBLE DOOR

A A

F5/NL

DOUBLE DOOR

A A

66" R/O (+/-)

1/2"

2 1/4"

1/4"

64 1/2" F/D

65" S/O

60" D/O

1/2"

2 1/4"

1/4"

5 6

3 3

THREAT

SECURE

" R

/O

" D

/O

/4 " F

/D

/2 " S

/O 1/

2"

1/

4"

1/ 4"

THREAT

SECURE

41 1/4" R/O

1/2"

2 1/4"

1/4"

36" D/O

39 3/4" F/D

40 1/4" S/O 1/2"

1 1/2"

1/4"

" R

/O

/4 " F

/D

/2 " S

/O

" D

/O

1/ 2" 3

1/ 4"

1/ 4"

THREAT

SECURE

F2/ F

SINGLE DOOR

STAIR ST-02

A601

SFS

LH

ARCHITECTURE

DOOR SCHEDULE

DOOR SCHEDULE LEGEND

1. PROVIDE HINGES WITH NON-REMOVABLE HINGE PINS AT ALL OUTSWINGING DOORS

ACCESSING GOVERNMENT OCCUPIED SPACE FROM PUBLIC SPACE.

2. VERIFY ALL KEY REQUIREMENTS WITH OWNER.

3. ALL DOOR FINISHES TO MATCH EXISTING CONDITIONS.

4. ALL DOORS AND FRAMES MUST MEET ASTM F3038-21 STANDARD FOR 15 MINUTE FORCE

ENTRY PROTECTION.

5. DOOR HARDWARE LISTS ARE SHOWN FOR ONE DOOR CONFIGURATION BASED ON TYPE,

GC TO COORDINATE DOOR QUANTITY AND TYPE FOR EACH LOCATION.

6. IF DOOR IS LOCATED IN A FIRE-RESISTANT ASSEMBLY, THE HARDWARE MUST BE UL-LISTED

FOR THE FIRE-RESISTANCE RATING. (LISTED IN ACCORDANCE WITH UL10C AND UL305)

8' -2

1 2"

3'-10"

7' -2

1 2"

6'-6"

EXISTING FRAME

AND TRANSOM

GLAZING TO REMAIN

DOOR OPERATION GENERAL NOTES:

DOORS THAT ALLOW PASSAGE/ ENTRY ARE TO OPERATE AS FAIL SECURE.

DOORS REMAIN UNLOCKED DURING NORMAL BUSINESS HOURS, TYPICALLY 7AM TO 5PM.

WHEN EMERGENCY DISTRESS BUTTON IS DEPRESSED, INTER-CONNECTED DOORS

HARDWARE WILL ACTIVATE AND LOCK DOWN.

AT ALL TIMES, DOORS WITH PANIC BAR/ LEVERSET CAN RETRACT HARDWARE AND ALLOW

FREE EGRESS.

EX

IS

TI

N

G C

U R

TA

IN

W

AL

L

TO

R

EM

AI

N

'-2

6'-101 2"

'-2

4"

1' -0

2'

-9

4" 3"

6'-101 2"

3"3"

DOOR TYPE GENERAL NOTES

DOOR SCHEDULE

NO.

DOOR FRAME

REMARKSTYPE

SIZE MATERIAL

FINISH TYPE MATERIAL

DETAILS

WIDTH HT THK HEAD JAMB

STEEL

FRAME

ST-02 F STL-PNT F2

H-1

NL F5

2-1/4"7'-0"3'-6" 007B 007A

TUN01

8'-0" 10'-2" 10'-0" 7'-0"

H-1 J-1/J-2

H-1 H-1 H-2

2, 3, 5, 6

DB

STL-PNT

2-3/4" 2-3/4" 2-3/4" 2-1/4"

STL

STL

STL

STL

STL

FL

FL

FL

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

2@ 3'-0"

F1 F4 F3

REMARKS LEGEND:

1. DOORS TO HAVE AUTOMATIC OPERATORS, SEE HARDWARE SCHEDULE

2. EXISTING HEADER AND TRANSOM WINDOWS TO REMAIN. COORDINATE PROTECTION

AND REINFORCEMENT IN FIELD.

3. PATCH AND REPAIR ANY ADJACENT STONE SURFACE (BOTH FLOOR AND WALLS) PRIOR

TO INSTALLATION OF NEW WORK.

4. DOOR FINISH TO MATCH EXISTING ADJACENT DOOR FRAME

5. DOOR AND FRAME TO BE PAINTED STEEL. COORDINATE COLOR WITH SITE FACILITIES.

6. DOOR AND HARDWARE TO BE COMPLIANT WITH FIRE RATED ASSEMBLY.

1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 5, 6

S2 S1 S4 S3 S5

ALUMINUM

HOLLOW METAL

PAIR

PAINTED

NOT IN CONTRACT

TEMPERED AND STC LAMINATED GLAZING

ALUM

HM

PR

PTD

NIC

T

EXISTING TO REMAINEX

DARK BRONZEDB

STEELSTL

STEEL - PAINTEDSTL-PNT

SECURITY GLAZINGSC

DB

FORCED ENTRY RESISTANT DOOR

DOUBLE DOOR LOCKING REQUIREMENTS

SCALE:NTS

XX

FORCED ENTRY RESISTANT DOOR

SINGLE DOOR LOCKING REQUIREMENTS

SCALE:NTS

DOOR LEAF ESTIMATED WEIGHT: 648 LBS

POWER REQUIREMENT: 120V SINGLE PHASE

BASIS OF DESIGN: NOTE:

NORSHIELD SDR MAX

ASTM F3038-21 COMPLIANT

HOT DIP GALVANIZED

PRIME PAINTED

1 EA REQUIRED

TUBE SUBFRAME FOR DOOR TO BE

1/2" X 6" STEEL PLATES HOT

DIPPED GALVANIZED PRIME

PAINTED SHIPPED KD

1 SET REQUIRED PER DOOR

FRAME TYPES

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

STL-PNT

DOOR FIRE

RESISTANCE

RATING

90 MIN.

90 MIN.

DOOR LEAF ESTIMATED WEIGHT: 648 LBS

POWER REQUIREMENT: 120V SINGLE PHASE

BASIS OF DESIGN: NOTE:

NORSHIELD SDR MAX

ASTM F3038-21 COMPLIANT

HOT DIP GALVANIZED

PRIME PAINTED 1 EA

REQUIRED

TUBE SUBFRAME FOR DOOR TO BE

1/2" X 6" STEEL PLATES HOT

DIPPED GALVANIZED, PRIME

PAINTED SHIPPED

2@ 3'-2 1/4"

EXISTING FRAME

AND TRANSOM

GLAZING TO REMAIN

3'-9"

TUBE SUBFRAME

FOR DOOR TO BE

1/2" X 6" STEEL

PLATES HOT DIPPED

GALVANIZED, PRIME

PAINTED SHIPPED

7' -2

1 2"

3'-103 4"

6'-91 2" 6'-91

2" 6'-5"

STEEL SURROUND FRAMES

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

S1 DOOR 007B

MATERIALS BY VENDOR:

STL-C-1 6" X 1/2" A500 GRADE B

STL-C-2 6" X 1/2" A500 GRADE B

STL-C-3 6" X 1/2" A500 GRADE B

ST

L-

C -1

ST

L-

C -3

STL-C-2

3'-10"

8' -3

S2 DOOR ST-02

MATERIALS BY VENDOR:

STL-C-4 6" X 1/2" A500 GRADE B

STL-C-5 6" X 1/2" A500 GRADE B

STL-C-6 6" X 1/2" A500 GRADE B

ST

L-

C -4

ST

L-

C -6

STL-C-5

3'-10"

7' -3

" ST

L-

C -7

STL-C-8

ST

L-

C -9

6'-101 2"

'-2

S3 DOOR 010

MATERIALS BY VENDOR:

STL-C-7 6" X 1/2" A500 GRADE B

STL-C-8 6" X 1/2" A500 GRADE B

STL-C-9 6" X 1/2" A500 GRADE B

S4 DOOR 007A

MATERIALS BY VENDOR:

STL-C-10 6" X 1/2" A500 GRADE B

STL-C-11 6" X 1/2" A500 GRADE B

STL-C-12 6" X 1/2" A500 GRADE B

S5 DOOR TUN01

MATERIALS BY VENDOR:

STL-C-13 6" X 1/2" A500 GRADE B

STL-C-14 6" X 1/2" A500 GRADE B

STL-C-15 6" X 1/2" A500 GRADE B

ST

L-

C -1

STL-C-11

ST

L-

C -1

6'-101 2"

'-2

4"

ST

L-

C -1

ST

L-

C -1

STL-C-14

6'-6"

7' -3

4"

S-2

J-2

H-2

SIM

H-1

SIM

H-1

H-1 H-1

J-3 J-3 J-1 J-1 J-1 J-1 J-1

S-2

J-1/J-2 J-1/J-3 J-1/J-3 J-1/J-3

J-2

PROVIED U.L. COMPLIANT DOOR AND

HARDWARE IN RATED WALLS, VERIFY

EQUIPMENT WITH MANUFACTURER

PROVIED U.L. COMPLIANT DOOR AND

HARDWARE IN RATED WALLS, VERIFY

EQUIPMENT WITH MANUFACTURER

FIELD WELD ALL

CORNERS, TYP.

A602

LH

N/A

ARCHITECTURE

DOOR DETAILS

J-2

LATCH SIDE

JAMB-DETAIL

SCALE: 3" = 1'-0"

SECURE

SIDE

THREAT

SIDE1 1/2"

1/4" 1/2"

3/16"

DOOR OPENING

FRAME DIMENSION

STEEL OPENING

ROUGH OPENING

ATTACHMENT NOTE:

ANCHORS NOTED ARE FOR USE IN SOLID FILLED CMU

OR REINFORCED CONCRETE. PLEASE PROVIDE NOTICE

IF WALL IS OTHER MATERIALITY FOR COORDINATION OF

THE PROPER ANCHORING SYSTEM.

6" X 1/2" A500 GRADE B STEEL FRAME

1/16" PLASTIC HORSESHOE SHIM. FULLY SHIM EACH ANCHOR.

FIELD DRILL & TAP PLATE FOR M12 X 25 SCKT HD CAP SCREW,

CLASS 12.9, W/ HIGH STRENGTH WASHER @ 12" O.C.

FIELD INSTALL CAP PLUGS AFTER INSTALLATION OF ANCHORS

4"

4"

BACKER ROD & SEALANT

J-1

HINGE SIDE W/ PLATE

JAMB-DETAIL

SCALE: 3" = 1'-0"

THREAT

SIDE

2 1/4"

1/4"

1/2"

1/16"

DOOR OPENING

FRAME DIMENSION

STEEL OPENING

ROUGH OPENING

BACKER ROD & SEALANT

6" X 1/2" A500 GRADE B STEEL FRAME

1/16" PLASTIC HORSESHOE SHIM. FULLY SHIM EACH ANCHOR.

FIELD DRILL & TAP PLATE FOR M12 X 25 SCKT HD CAP SCREW,

CLASS 12.9, W/ HIGH STRENGTH WASHER @ 12" O.C.

FIELD INSTALL CAP PLUGS AFTER INSTALLATION OF ANCHORS

HILTI HY200 ADHESIVE ANCHORING SYSTEM.

FIELD DRILL 9/16"Ø HOLE 6" DEEP FOR M12 X 200

THREADED ROD @ 12" O.C.

CUSTOM FIELD APPLIED OVERLAY FINISH

S-2

THRESHOLD

SILL-DETAIL

SCALE: 3" = 1'-0"

J-3

DOUBLE DOOR

JAMB-DETAIL

SCALE: 3" = 1'-0"

H-1

DOOR W/ OPERATOR

HEAD-DETAIL

SCALE: 3" = 1'-0"

H-2

DOOR ALT

HEAD-DETAIL

SCALE: 3" = 1'-0"

AUTOMATIC DOOR

OPERATOR,SEE SCHEDULE

EXISTING CURTAIN WALL

TO REMAIN

1/4" STEEL MOUNTING

PLATE, PAINT TO MATCH

EXSTG STOREFRONT

NEW DOOR FRAME, PAINTED TO

MATCH EXISTING STOREFRONT

6" X 1/2" A500 GRADE B

STEEL FRAME

SECURE

SIDE

THREAT

SIDE

4"

HILTI HY200 ADHESIVE ANCHORING SYSTEM.

FIELD DRILL 9/16"Ø HOLE 6" DEEP FOR M12 X 200

THREADED ROD @ 12" O.C.

THREAT

SIDE

SECURE

SIDE

SEE

SCH.

ADA COMPLIANT THRESHOLD;

FINISH TO MATCH DOOR

FIELD DRILL 7/16" HOLE, MIN. 2" DEEP;

PROVIDE #10x2" FLAT HD SS MACHINE

SCREW W/ HILTI HUD-1 ANCHOR

1/ 4"

1/ 2"

D O

O R

O

PE

N

IN

G

FR

AM

E

D

IM

EN

SI

O N

TU

BE

/R O

U G

H O

PE

N

IN

G

SECURE

SIDE

THREAT

SIDE

2"

1/ 4"1/

2"

FR

AM

E

O

PE

N

IN

G

ST

EE

L

O

PE

N

IN

G R

O U

G H

O

PE

N

IN

G

1 4"

D O

O R

O

PE

N

IN

G

AUTOMATIC DOOR

OPERATOR,SEE SCHEDULE

EXISTING HEADER TO REMAIN

NEW DOOR FRAME, PAINTED

6" X 1/2" A500 GRADE B

STEEL FRAME

1/4" STEEL MOUNTING PLATE,

PAINT TO MATCH EXSTG

STOREFRONT

SEE

SCH.

SECURE

SIDE

THREAT

SIDE

SE

E

SC

H

16"3

4"

SE

E

SC

H

SEE SCHEDULE

FOR TYPE

SECURITY GENERAL NOTES

A. ALL WORK IN THIS PROJECT SHALL CONFORM TO THE

REQUIREMENTS OF THE CURRENTLY ENFORCED BUILDING CODE,

LOCAL AND NATIONAL ELECTRICAL CODES, INCLUDING ALL

AMENDMENTS AND REVISIONS.

B. EXAMINE THE SITE, EXISTING EQUIPMENT AND LOCAL CONDITIONS

AFFECTING THE WORK. REPORT ANY FORESEEABLE PROBLEMS,

INTERFERENCES AND CONFLICTS DUE TO SITE CONDITIONS. REPORT

TO ENGINEER TO OBTAIN INSTRUCTIONS. NO ALLOWANCES WILL BE

MADE SUBSEQUENTLY FOR CONSIDERATION BECAUSE OF

OVERLOOKED CONDITIONS.

C. UNLESS OTHERWISE INDICATED, MOUNTING ELEVATIONS ARE

CENTERLINE ELEVATIONS.

D. OPENINGS AROUND PENETRATIONS OF TELECOM AND SECURITY

CABLES, RACEWAYS, AND CABLE ROUTING ASSEMBLIES THROUGH

FIRE RESISTANT RATED WALLS, PARTITIONS, FLOORS, OR CEILINGS

SHALL BE FIRE STOPPED USING APPROVED METHODS TO MAINTAIN

THE FIRE RESISTANCE RATING IN ACCORDANCE WITH NFPA 70,

ARTICLES 725 & 800.

E. PLENUM RATED CABLES SHALL BE INSTALLED IN PLENUM RATED

SPACES. TELECOM AND SECURITY CABLES, WIRES, RACEWAYS, AND

CABLE ROUTING ASSEMBLIES INSTALLED IN PLENUM SPACES SHALL

BE LISTED IN ACCORDANCE WITH NFPA 70, ARTICLES 725 & 800.

F. PROVIDE ALL MATERIAL, EQUIPMENT AND LABOR TO COMPLETE THE

SECURITY WORK AS SHOWN ON DRAWINGS.

G. READ THE SECURITY DRAWINGS AND SPECIFICATIONS, IN

CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, CIVIL,

MECHANICAL, ELECTRICAL AND LANDSCAPING DRAWINGS AND

SPECIFICATIONS. REPORT ANY DISCREPANCIES AND OR

DISAGREEMENTS TO THE ENGINEER FOR CLARIFICATIONS AND

INSTRUCTIONS.

H. MAINTAIN ALL OPERATIONAL BUILDING SERVICES. THE SHUT DOWN

OF SERVICES SHALL ONLY TAKE PLACE AS AUTHORIZED BY THE GSA.

I. COORDINATE LOCATIONS OF DEVICES WITH ARCHITECTURAL

ELEVATIONS AND DETAILS. ARCHITECTURAL ELEVATIONS AND

DETAILS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON SECURITY

DRAWINGS.

J. CONTRACTOR SHALL REFER TO THE SECURITY DRAWING PLANS,

DETAILS, DIAGRAMS, AND SCHEDULES FOR ADDITIONAL

INFORMATION AND REQUIREMENTS.

K. NO WIRING DEVICES OR OUTLET BOXES SHALL BE INSTALLED

BACK-TO-BACK. CONTRACTOR SHALL COORDINATE ALL DEVICE AND

OUTLET MOUNTING PRIOR TO INSTALLATION OF AFFECTED DEVICES

AND OUTLETS.

L. DRAWINGS REPRESENT SECURITY DESIGN INTENT. CONTRACTOR

SHALL FURNISH, INSTALL, AND SIZE ALL DEVICES, EQUIPMENT, AND

OTHER APPURTENANCES NECESSARY TO EXECUTE THE CONTRACT

DOCUMENTS TO COMPLETION.

SECURITY SYSTEM SYMBOLS SECURITY SYSTEM REQUIREMENTS

SECURITY SYSTEM CARD READER.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

CR

DC SECURITY SYSTEM DOOR CONTACT/SENSOR.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

LD SECURITY SYSTEM LOCKDOWN BUTTON.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

ML SECURITY SYSTEM MAGNETIC LOCK.

GP GALLAGHER SECURITY SYSTEM ACCESS CONTROL PANEL.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

AD AUTOMATIC DOOR OPERATOR.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

RX SECURITY SYSTEM REQUEST-TO-EXIT.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

RB SECURITY SYSTEM RELEASE BUTTON.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

ES SECURITY SYSTEM ELECTRIC STRIKE.

PROVIDE AND INSTALL ACCESS CONTROL CABLES, DEVICES, AND ANY

ASSOCIATED MOUNTING HARDWARE. REFER TO SECURITY DRAWINGS,

DETAILS, SCHEDULES, AND SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

T000

BGF

MS

NA

SECURITY

SYMBOL LEGEND

CR

UNSECURE SIDE

SECURE SIDE

RX

TUN01

TD100

BGF

MS

LOWER

SECURITY

DEMOLITION PLAN

0 32'4' 8' 16'

1/16" = 1'-0"

DEMOLITION LOWER LEVEL (SL1) PLAN1

AD100

P1

LOWER LEVEL

EXISTING CONDITIONS

CR

C

R

RB

ML

007A

007B

ST-02

AD

A

D

A

D

A

D

TD101

BGF

MS

SECURITY

DEMOLITION PLAN

0 32'4' 8' 16'

1/16" = 1'-0"

DEMOLITION FIRST FLOOR PLAN1

TD101

P1

FIRST LEVEL - STAIR 002

EXISTING CONDITIONS PHOTO

SCALE:NTS

P2

FIRST LEVEL - EMPLOYEE DOOR

EXISTING CONDITIONS PHOTO

SCALE:NTS

P4

ROTUNDA - EAST DOOR 0010

EXISTING CONDITIONS PHOTO

SCALE:NTS

P3

ROTUNDA - EAST DOOR 007A

EXISTING CONDITIONS PHOTO

TUN01

DC DC

ES

CR

T011

BGF

MS

L1

SECURITY

FLOOR PLAN

0 32'4' 8' 16'

1/16" = 1'-0"

LOWER LEVEL (SL1) FLOOR PLAN1

T011

G

P

G

P

G

P

EXISTING ACCESS

CONTROL PANEL

EXISTING ACCESS

CONTROL PANEL

T012

BGF

MS

L2

SECURITY

FLOOR PLAN

0 32'4' 8' 16'

1/16" = 1'-0"

LOWER LEVEL (SL2) FLOOR PLAN1

T012

X

007A

007B

ST-02DC

LD

DC1 ES

2 DC DC

ES

ES

ESDC

DC

CR

CR

RB AD

AD

AD

AD

T101

BGF

MS

SECURITY

FLOOR PLAN

0 32'4' 8' 16' 1/16" = 1'-0"

FIRST FLOOR PLAN1

T101

X

L

D

P1

T112

BGF

MS

SECURITY

FLOOR PLAN

0 32'4' 8' 16'

1/16" = 1'-0"

TWELFTH FLOOR PLAN1

T112

X

P1

LEVEL 12

EXISTING CONDITIONS

CAT 6 CABLE

CAT 6 CABLE

CAT 6 CABLE

POWER SUPPLY CABLE

RED JACKETED, 2

CONDUCTOR, #22

AWG CABLE

JUNCTION BOX

CR RX DC ES

TELECOM ROOM

120VAC

FIRE ALARM

CONTROL PANEL

LOCAL DOOR

CONTROLLER(S)

SECURITY DESK 012

FLOOR 1

ACCESS

CONTROL

PANEL

CAT 6

PATCH PANEL

CARD

READER(S)

EXISTING

ORANGE JACKETED,

6 CONDUCTOR, #22

AWG CABLE

ACS

HEADEND/SERVER

JUNCTION BOX

LOCAL DOOR

CONTROLLER(S)

CAT 6A CABLE

AD

ADA

PUSH

BUTTON(S)

ADA

OPERATOR

POWER

SUPPLY

SECURITY

PoE

SWITCH

CAT 6 CABLE

EXISTING

BLUE JACKETED,

4 CONDUCTOR,

#22 AWG CABLE

REQUEST-TO-EXIT

MOTION SENSOR OR

RELEASE BUTTON

DOOR

CONTACT(S)

ELECTRIC

STRIKE

WHITE JACKETED,

2 CONDUCTOR,

#22 AWG CABLE

GRAY JACKETED,

4 CONDUCTOR,

#18 AWG CABLE

DC

DOOR

CONTACT(S)

WHITE JACKETED,

2 CONDUCTOR,

#22 AWG CABLE

LD

LOCK

DOWN

BUTTON

BLUE JACKETED,

4 CONDUCTOR,

#22 AWG CABLE

US MARSHAL

CONTROL ROOM 146

FLOOR 12

LD

LOCK

DOWN

BUTTON

BLUE JACKETED,

4 CONDUCTOR,

#22 AWG CABLE

EXISTING ORANGE

JACKETED,

4 CONDUCTOR,

#18 AWG CABLE

NOTE:

ACTIVATION OF FIRE ALARM SHALL

NOT TRIGGER ACTIVATION OF

LOCKDOWN.

PLAN

SYMBOLLDLOCKDOWN BUTTON

DIVISION 26:

(1) 4" SQUARE x 2 1/8" DEEP BACK BOX WITH SINGLE GANG MUD RING.

(1) 1" CONDUIT, STUBBED OUT 90 DEGREES, TO THE NEAREST ACCESSIBLE CABLE

TRAY OR CEILING END OF CONDUIT STUB SHALL BE FIT WITH A PLASTIC BUSHING.

DIVISION 28:

(1) BLUE JACKETED, 4-CONDUCTOR, #22 AWG CABLE.

(1) COVERED LOCKDOWN BUTTON WITH KEYED RESET.

DIVISION 28 NOTES:

1. REFER TO SHEET T500 FOR ACCESS CONTROL SYSTEM DIAGRAM FOR WIRING

CONNECTIONS.

PUSH

HERE

LIFT HERE

KEYED RESET

LOCKDOWN

BUTTON

LOCKDOWN

BUTTON COVER

PLATE

T500

BGF

MS

NA

SECURITY

SECURITY DETAILS

ACCESS CONTROL SYSTEM DIAGRAM1

T500

LOCKDOWN BUTTON DETAIL2

T500