16 Att 04 (DWG.) ZDV CTRB, Raised Floor.pdf

PDF 2 MB Posted Dec 1, 2025

Attached to: ZDV CTRB Raised Floor
Solicitation number: 6973GH-26-R-00024
Issued by: Department of Transportation Federal Aviation Administration Franchise Acquisition Services

About this file

Written by GovTribe AI · Dec 1, 2025

These are architectural design drawings for the ARTCC (Air Route Traffic Control Center) 4 Channel Raised Floor & SRG project located in Longmont, Colorado. The project involves renovating a basement-level space, including demolition of existing infrastructure, installation of a new raised access floor system, and implementation of a Signal Reference Grid (SRG). Key design elements include a new 9-foot high partition, relocating electrical and safety components to code-compliant heights, installing new floor and wall finishes with ESD (electrostatic discharge) properties, and creating a 2-hour rated door alcove. The design progresses through multiple stages from 40% to 100% completion, with key dates including initial progress set on 06.03.2025 and final design set on 09.25.2025. The drawings provide detailed specifications for wall construction, floor systems, pedestal assemblies, and grounding techniques to meet technical and safety requirements.

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Other files

File	Type	Posted
23 Questions and Answers.pdf	PDF	Jan 23, 2026
16 Att 01 Statement of Work ZDV CTRB Raised Floor.pdf	PDF	Dec 1, 2025
16 Att 10 Offeror Organizational Experience.pdf	PDF	Dec 1, 2025
16 Att 09 Wage Determination.pdf	PDF	Dec 1, 2025
16 Att 08 Performance Bond.pdf	PDF	Dec 1, 2025
16 Att 06 Contractors Release Form DOT F4220.4.doc	DOC document	Dec 1, 2025
16 Att 05 (ACM) ZDV CTRB Raised Floor.pdf	PDF	Dec 1, 2025
16 Att 07 Payment Bond.pdf	PDF	Dec 1, 2025
16 Att 03 (Specs.) ZDV CTRB, Raised Foor.pdf	PDF	Dec 1, 2025
16 Att 02 (LBP) ZDV CTRB Raised Floor.pdf	PDF	Dec 1, 2025
16 6973GH-26-R-00024.pdf	PDF	Dec 1, 2025

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ARTCC

4 CHANNEL RAISED FLOOR & SRG

SHEET INDEX, PROJECT LOCATION

ZDV-D-ARTCC-A0.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY

4 CHANNEL

SITE LOCATION

LONGMONT, CO

NTS

INDEX OF DRAWINGS

DRAWING

NUMBER DRAWING TITLE

ARCHITECTURAL

DRAWING INDEX, KEY PLAN, PROJECT LOCATION

DEMOLITION PLAN

FLOOR PLAN

DIMENSIONED FLOOR PLAN

SIGNAL REFERENCE GRID PLAN

REFLECTED CEILING PLAN

FINISH PLAN

STAIR & RAMP ELEVATIONS, SECTIONS & DETAILS

WALL AND DOOR DETAILS

WALL DETAILS

RAISED ACCESS FLOOR DETAILS

SIGNAL REFERENCE GRID DETAILS

A0.0 A1.0 A2.0 A2.1 A3.1 A4.0 A5.0 A6.0 A7.0 A7.1 A7.2 A7.3

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

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ARTCC

4 CHANNEL RAISED FLOOR & SRG

DEMOLITION PLAN - BASEMENT LEVEL

ZDV-D-ARTCC-A1.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY04' 4' 8'

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

4 CHANNEL

01 REMOVE EXISTING RAMP AND STAIRS, INCLUDING ACCOMPANYING

RAILINGS AND BACKING. RETAIN EXISTING LANDING. PATCH AND

REPAIR WALLS AND FLOOR WHERE REMOVED.

REMOVE EXISTING RAMP, INCLUDING ACCOMPANYING RAILINGS AND

BACKING. PATCH AND REPAIR WALLS AND FLOOR WHERE REMOVED.

REMOVE EXISTING POWER OUTLET. RETAIN FOR RELOCATION TO

CODE COMPLIANT HEIGHT IN SAME LOCATION. PATCH AND REPAIR

WALL WHERE REMOVED.

REMOVE CENTRAL VACUUM DROP, CAP OFF AT TOP OF DROP FOR

POSSIBLE FUTURE USE.

REMOVE EXISTING LIGHT FIXTURE, RETAIN FOR RELOCATION.

REMOVE EXISTING LIGHT SWITCH, RETAIN FOR RELOCATION TO

CODE COMPLIANT HEIGHT. PATCH AND REPAIR WALL WHERE

REMOVED.

REMOVE EXISTING FIRE ALARM HORN/STROBE. RETAIN FOR

RELOCATION TO CODE COMPLIANT HEIGHT IN SAME LOCATION.

REMOVE FIRE EXTINGUISHER AND BACKING, SAVE FOR RELOCATION

TO HIGHER LOCATION. PATCH AND REPAIR WALL WHERE REMOVED.

REMOVE AED, SAVE FOR RELOCATION TO HIGHER LOCATION. PATCH

AND REPAIR WALL WHERE REMOVED.

DEMO ONE SIDE OF DRYWALL AND METAL STUDS/TRACK TO

PREPARE FOR NEW 2-HOUR RATED DOOR ALCOVE.

REMOVE EXISTING EXIT SIGN, CONDUIT, ETC TO PREPARE FOR NEW

2-HOUR RATED DOOR ALCOVE. RETAIN COMPONENTS FOR

REINSTALLATION, IF POSSIBLE.

REMOVE AND DISCARD LIGHT FIXTURE.

EXISTING LIGHT FIXTURE TO REMAIN.

LIGHT FIXTURE TO BE REMOVED AND DISCARDED.

LIGHT FIXTURE TO BE REMOVED AND RETAINED FOR

REINSTALLATION AT 8' A.F.F.

DUPLEX OUTLET TO BE REMOVED, RETAIN FOR RELOCATION TO

CODE COMPLIANT HEIGHT.

LIGHT SWITCH TO BE REMOVED, RETAIN FOR RELOCATION TO CODE

COMPLIANT HEIGHT.

VACUUM INLET AND DROP TO BE DEMOLISHED.

EXIT SIGN TO BE REMOVED AND RETAINED FOR RELOCATION.

DOOR AND DOOR FRAME TO BE REMOVED. RETAIN DOOR

HARDWARE, INCLUDING LOCKSET AND ACCESS CONTROL

COMPONENTS FOR REUSE AT NEW DOOR.

03 03

07 07

10 11

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

08.19.2025 95% DESIGN SET

12 12 12

09.25.2025 100% DESIGN SET

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1:12 MAX SLOPE

CD-1

330 CFM

CD-1

330 CFMCD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CR-1

1800 CFM

ARTCC

4 CHANNEL RAISED FLOOR & SRG

FLOOR PLAN - BASEMENT LEVEL

ZDV-D-ARTCC-A2.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY04' 4' 8'

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

4 CHANNEL

01 RELOCATED FIRE ALARM HORN/STROBE TO CODE COMPLIANT HEIGHT.

NEW FIRE ALARM HORN/STROBE

RELOCATED FIRE EXTINGUISHER TO CODE COMPLIANT HEIGHT.

RELOCATED AED TO CODE COMPLIANT HEIGHT.

POWER OUTLET RELOCATED TO +15" ABOVE NEW RAISED ACCESS

FLOOR.

RECONNECT ACCESS CONTROL SYSTEM AT DOOR, INCLUDING BADGE

READER AND ASSOCIATED COMPONENTS.

NEW 9'-6" HIGH PARTITION

EXISTISNG RAISED FLOOR SYSTEM

NEW RAISED FLOOR SYSTEM TO

MATCH HEIGHT OF EXISTING

ADJACENT (18" H)

REQUIRED CLEAR FLOOR AREA

A6.0

01 01

2-HOUR RATED WALL INFILL

2-HOUR RATED PARTITION

DOOR

AND

FRAME

TYPE

HARDWARE

TYPE

*REFER TO A7.0 FOR WALL DETAILS

A7.1

NEW DOOR AND DOOR FRAME,

REFER TO A7.0 FOR DOOR

SCHEDULE AND DOOR DETAILS.

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

05 05 05

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

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A-1

6'-6"

27'-7"

6'-6"

28'-3"

6'-5"

5' 6'

4'-10"

5' 6'

8'-8"

32'-10"19'

19'

1'-7"

CD-1

330 CFM

CD-1

330 CFMCD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CR-1

1800 CFM

ARTCC

4 CHANNEL RAISED FLOOR & SRG

DIMENSIONED FLOOR PLAN - BASEMENT LEVEL

ZDV-D-ARTCC-A2.1 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY04' 4' 8'

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

4 CHANNEL

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

NEW 9' HIGH PARTITION

EXISTISNG RAISED FLOOR SYSTEM

NEW RAISED FLOOR SYSTEM TO

MATCH HEIGHT OF EXISTING

ADJACENT (18" H)

REQUIRED CLEAR FLOOR AREA

2-HOUR RATED WALL INFILL

2-HOUR RATED PARTITION

*REFER TO A7.0 FOR WALL DETAILS

NEW DOOR AND DOOR FRAME,

REFER TO A7.0 FOR DOOR

SCHEDULE AND DOOR DETAILS.

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

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10"Ø

"Ø

ARTCC

4 CHANNEL RAISED FLOOR & SRG

SIGNAL REFERENCE GRID PLAN - BASEMENT LEVEL

ZDV-D-ARTCC-A3.1 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY04' 4' 8'

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

4 CHANNEL

1. SRG SHALL CONSIST OF A GRID OF 2-IN. WIDE COPPER STRIPS, 26 GAUGE OR THICKER,

PLACED ON A 2X2-FT SQUARE GRID AND WELDED AT EACH GRID INTERSECTION.

2. SRG SHALL BE INSTALLED BELOW RAISED ACCESS FLOOR SYSTEM. THE SRG PERIMETER

SHALL EXTEND TO WITHIN 6-IN. FROM THE ROOM PERIMETER OR THE PERIMETER OF

ELECTRONIC EQUIPMENT AREA SERVED.

3. A MINIMUM 4/0 AWG BARE COPPER CONDUCTOR LOOP SHALL BE ROUTED AROUND THE

SRG AND LOCATED WITHIN 6 IN. FROM THE SRG PERIMETER. THE SRG PERIMETER SHALL

BE BONDED TO THE PERIMETER LOOP CONDUCTOR AT EVERY GRID INTERSECTION WITH A

4 AWG BARE COPPER CONDUCTOR.

4. THE PERIMETER LOOP CONDUCTOR SHALL BE BONDED TO THE EES WITH A MINIMUM OF

FOUR 4/0 AWG CONDUCTORS SPACED AS WIDELY APART AS POSSIBLE.

5. BUILDING STRUCTURAL STEEL LOCATED WITHIN 6 FT OF THE SRG PERIMETER LOOP

CONDUCTOR SHALL BE BONDED TO THE LOOP CONDUCTOR WITH MINIMUM 4/0 AWG

CONDUCTOR. BUILDING STRUCTURAL STEEL LOCATED WITH THE PERIMETER OF THE SRG

SHALL BE BONDED TO THE SRG WITH A MINIMUM 4 AWG CONDUCTOR.

6. THE SRG SHALL BE BONDED TO THE RAISED ACCESS FLOOR SYSTEM OR THE CEILING

METALWORK AT INTERVALS NOT LESS THAN 6 FT USING MINIMUM 4 AWG BARE COPPER

CONDUCTORS.

7. FLOOR AND CEILING PORTIONS OF A SRG IN THE SERVED AREA SHALL BE BONDED

TOGETHER WITH A MINIMUM OF FOUR SETS OF 4/0 AWG CONDUCTORS SPACES AS WIDE

APART AS POSSIBLE.

8. CONDUITS, WIREWAYS, PIPES, CABLE TRAYS, OR OTHER METALLIC ELEMENTS THAT

PENETRATE THE SRG AREA SHALL BE BONDED TO THE SRG WHERE THEY ENTER THE AREA

AND EVERY 25 FT FOR THE ENTIRE LENGTH WITHIN THE AREA. CONDUITS, WIREWAYS,

PIPES, CABLE TRAYS, AND OTHER METALLIC ELEMENTS WITHIN 6 FT OF THE GRID SHALL BE

BONDED TO THE SRG. THE BONDS SHALL BE MINIMUM 4 AWG BARE COPPER CONDUCTORS.

NEW 9' HIGH PARTITION

NEW RAISED FLOOR SYSTEM

2" WIDE BARE COPPER SIGNAL

REFERENCE GRID,

EXOTHERMICALLY WELDING AT

EACH INTERSECTION.

BOND EVERY THIRD RAISED FLOOR PEDESTAL

IN EACH DIRECTION TO THE SRG GRID USING

A #6 AWG GREEN INSULATED W/ ORANGE

TRACER COPPER CONDUCTOR AND

EXOTHERMIC WELDS. REFER TO SHEET A7.2

FOR SRG DETAILS AND INFORMATION.

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

01 PERIMETER LOOP CONDUCTOR, BONDED AT EVERY GRID

INTERSECTION.

2' X 2' COPPER SRG, CONSISTING OF 2" WIDE COPPER STRIPS,

WELDED AT EACH GRID INTERSECTION.

PERIMETER LOOP CONDUCTOR

*LAYOUT IS FOR CONCEPTUAL PURPOSES ONLY, CONTRACTOR TO VERIFY CONDITIONS IN

FIELD AND PROVIDE SHOP DRAWINGS.

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

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EQ EQ

CD-1

330 CFM

CD-1

330 CFMCD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CR-1

1800 CFM

ARTCC

4 CHANNEL RAISED FLOOR & SRG

REFLECTED CEILING PLAN - BASEMENT LEVEL

ZDV-D-ARTCC-A4.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY04' 4' 8'

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

4 CHANNEL

01 RELOCATE LIGHT SWTICH TO 40" ABOVE NEW RAISED ACCESS FLOOR.

EXISTING LIGHT FIXTURE TO REMAIN

RELOCATED LIGHT FIXTURE

NEW LED ILLUMINATED EXIT SIGN

RELOCATED ILLUMINATED EXIT SIGN

RELOCATED LIGHT SWITCH TO CODE COMPLIANT HEIGHT.

2-HOUR CEILING AT DOOR ALCOVE. REFER TO SHEET A7.1.

NEW WALL MOUNTED LED UTILITY LIGHT FIXTURE

ARROWS PROVIDED

FACE ILLUMINATED

NO FINISHED CEILING

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

NO FINISHED CEILING

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

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STAIR-A OFFICEOFFICEOFFICESUPPORT

OFFICE

CD-1

330 CFM

CD-1

330 CFMCD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CD-1

330 CFM

CR-1

1800 CFM

ARTCC

4 CHANNEL RAISED FLOOR & SRG

FINISH PLAN - BASEMENT LEVEL

ZDV-D-ARTCC-A5.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY04' 4' 8'

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

4 CHANNEL

01 CONCRETE FLOOR TO REMAIN AS-IS. NEW 9' HIGH PARTITION

RUBBER FLOOR TILES

MANUFACTURER: ROPPE

STYLE: ESD RUBBER TILE, .080 GAUGE HAMMERED

PROFILE

COLOR: F327 OSCURIDAD

SIZE: 24" X 24"

INSTALLATION: GLUE DOWN WITH MANUFACTURER

APPROVED CONDUCTIVE ADHESIVE.

CARPET TILES

MANUFACTURER: STATICWORX

STYLE: VT SLATE COLLECTION

COLOR: VT BLACK BEAR

SIZE: 24" X 24"

INSTALLATION: GLUE DOWN WITH

MANUFACTURER APPROVED

CONDUCTIVE ADHESIVE.

P1 PAINT (FIELD PAINT)

MANUFACTURER: SHERWIN WILLIAMS

FINISH: PROMAR 200 ZERO VOC

COLOR: MATCH EXISTING

LOCATIONS: THROUGHOUT, TOUCH UP EXISTING

WALLS, PAINT COLUMNS AND NEW

WALLS.

B1 RUBBER WALL BASE

MANUFACTURER: BURKE

HEIGHT: 4"

COLOR: TBD

LOCATIONS: THROUGHOUT

RUBBER TILE

MANUFACTURER: JOHNSONITE/TARKETT

STYLE: SOLID COLOR RUBBER / RAISED ROUND SOLID

COLOR: TBD

SIZE: 24" X 24"

INSTALLATION: GLUE DOWN WITH MANUFACTURER

APPROVED ADHESIVE.

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

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19'

19' 5'

1'1'

6'6'

12"

34"-36" A.F.F.

19'

12"

34"-36" A.F.F.

12"

34"-36" A.F.F.

19'

12"

34"-36" A.F.F.

19'

48" MAX, TYP.

34"-36" A.F.F.

EQEQ

12" 12"

EQ EQ

34"-36" A.F.F.

12"

Ø11 2" 34"-36"

A.F.F.

ARTCC

4 CHANNEL RAISED FLOOR & SRG

ADA ACCESSIBLE RAMP & STAIR DETAILS

ZDV-D-ARTCC-A6.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

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DATE

DRAWING NO

REVIEWED BY

A6.0

RAMP & STAIR PLAN

SCALE

1/4"=1'-0"

SECTION

SCALE

3/8"=1'-0"

SECTION

SCALE

3/8"=1'-0"

SECTION

SCALE

3/8"=1'-0"

6SECTION

SCALE

3/8"=1'-0"

SECTION

SCALE

3/8"=1'-0"

A6.0

TYPICAL WALL MOUNTED HANDRAIL DETAIL

SCALE

3/8"=1'-0"

1:12

MAX

SLOPE

1:12

MAX

SLOPE

1:12 MAX SLOPE

1-1/2" OD METAL PIPE HANDRAIL AT

WALL WITH WALL BRACKETS AND

WALL END RETURNS.

1-1/2" OD METAL PIPE HANDRAIL AT

WALL WITH WALL BRACKETS AND

WALL END RETURNS.

1-1/2" OD METAL PIPE HANDRAIL

SYSTEM.

WALL BRACKET

SECURED TO WALL

WITH TOGGLE BOLT OR

EXPANSION BOLT @

MASONRY OR CONC.

20 GA. PLATE FROM

STUD TO STUF FOR RAIL

BRACKET ATTACHMENT

PROVIDE BREAK

METAL TRIM TO

ENCLOSE AREA

ADJACENT TO

RAMP.

PROVIDE BREAK METAL TRIM TO

ENCLOSE GAP BETWEEN EXISTING

WALLS AND STAIRS.

RAMP PLAN

SCALE

1/4"=1'-0"

GENERAL NOTES:

REFER TO SHEET A7.2 FOR RAMP DETAILS.

PROVIDE BREAK

METAL TRIM TO

ENCLOSE GAP

BETWEEN

EXISTING WALLS

AND STAIRS

PROVIDE BREAK

METAL TRIM TO

ENCLOSE GAP

BETWEEN WALL

AND RAMP

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

BOTTOM OF

RAMP NOSING

TO EXTEND TO

ADJACENT

WALLS

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

B15

9'-6"

SLIP TRACK W/ (2) #8

S.M.S. 16" O.C. (MAX.)

METAL STUD

GYP BD TYPE X

METAL BOTTOM TRACK, ATTACH TO

SLAB WITH .145" POWER DRIVEN

FASTENER MIN 1-1/4" EMBEDMENT @

24" O.C.

4" RUBBER WALL BASE

SEALANT

TOP OF EXISTING CONCRETE SLAB

GYP BD TYPE X

ALLOW FOR PONY WALL

SUPPORT @ EVERY THIRD

STUD, REFER TO 5/A7.0

METAL BOTTOM TRACK, ATTACH TO

SLAB WITH .145" POWER DRIVEN

FASTENER MIN 1-1/4" EMBEDMENT @

24" O.C.

4" RUBBER WALL BASE

TOP OF CONCRETE SLAB

RAISED ACCESS

FLOOR SYSTEM

1'-6"

4" RUBBER BASE

GYP BD TYPE X

ISO VIEW ELEV VIEW

BASE PLATE

HOLE LAYOUT

SLIP TRACK

STEEL STUD

2 LAYERS GWB TYPE X

BOTH SIDES OF STUD

METAL BOTTOM TRACK, ATTACH TO

SLAB WITH .145" POWER DRIVEN

FASTENER MIN 1-1/4" EMBEDMENT @

24" O.C.

4" RUBBER WALL BASE

SEALANT

TOP OF CONCRETE SLAB

SLIP TRACK

STEEL STUD

2 LAYERS GWB TYPE X

METAL BOTTOM TRACK, ATTACH TO

SLAB WITH .145" POWER DRIVEN

FASTENER MIN 1-1/4" EMBEDMENT @

24" O.C.

4" RUBBER WALL BASE

SEALANT

1 LAYER GWB TYPE X

OVER EXISTING GWB

LAYER

EXISTING GWB

1'-6"

EXISTING RAISED FLOOR SYSTEM.

TOP OF CONCRETE SLAB

FRAME WIDTH

2"2"

FRAME

HEIGHT

3'-7"

2'-1"

4"6" ARTCC

4 CHANNEL RAISED FLOOR & SRG

WALL & DOOR DETAILS

ZDV-D-ARTCC-A7.0 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

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ISSUED BY

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DATE

DRAWING NO

REVIEWED BY

WALL/RAISED ACCESS FLOOR SYSTEM

SCALE

WALL TYPE I-1

SCALE

1 1/2"=1'-0"

WALL TYPE I-1 PONY WALL SUPPORT DETAILS

SCALE

NTS

SCALE

1 1/2"=1'-0"

WALL TYPE I-2R

SCALE

1 1/2"=1'-0"

DOOR AS SCHINTUMESCENT CAULK BOTH SIDES

2" WIDE X 12 GA. STRAP. LENGTH

EQUALS JAMB WIDTH MINUS 14", WELD

TO RETURNS.

25 GA STEEL

STUDS

(2) LAYERS GWB TYPE X BOTH SIDES.

4" x 2" SHEET METAL SCREWS

( HEX HEAD), 6" MAX FROM

ENDS AND 24" O.C. MAX.

DOOR JAMB DETAIL

SCALE

3"=1'-0"

6'-0" 7'-0" 1-3/4"

STEEL

FACTORY APPLIED PAINT FINISH

STEEL

FACTORY APPLIED PAINT FINISH

TOUCH BAR W/ SURFACE ROD OR SURFACE LATCH ON BOTH LEAVES - HAGER 4500

SERIES OR EQUAL

RIM CYLINDER HOUSING W/ ESCUTCHEON COMPATIBLE WITH EXIT DEVICE AND BEST

CORMAX INTERCHANGEABLE CORES. - ARROW 16RCR-16 OR EQUAL

HINGES (3) EA LEAF: SS 4-1/2" X 4-1/2", STANDARD WEIGHT 2 SETS OF BALL BEARINGS, 5

KNUCKLE, FLAT BUTTON TIPS - HAGER US26D

SARGENT 351 OR EQUAL, ARM TO HAVE HOLD OPEN FEATURE WITH THUMB TURN

BUIDLING STANDARD LEVER ON ACTIVE LEAF

BUIDLING STANDARD

DOOR & HARDWARE SCHEDULE

SCALE

NTS

A7.0

DOOR AS SCHINTUMESCENT CAULK BOTH SIDES

2" WIDE X 12 GA. STRAP. LENGTH

EQUALS JAMB WIDTH MINUS 14", WELD

TO RETURNS.

(2) LAYERS GWB TYPE X ALL SIDES.

4" x 2" SHEET METAL SCREWS

( HEX HEAD), 6" MAX FROM

ENDS AND 24" O.C. MAX.

(2) 25 GA. STEEL STUDS

DOOR HEAD DETAIL

SCALE

3"=1'-0"

A7.0

WALL TYPE I-3R

*DOOR FRAME INSTALLATION PER NFPA 80

FIGURE A.6.3.1.3(a) and A.6.3.1.3(b).

INSTALLATION TESTED UNDER ACCEPTANCE

CRITERIA OF UL 10C POSITIVE PRESSURE

WHEN BUTTED TO NEW OR EXISTING STUDS

AND DRYWALL CONSTRUCTION.

*UL DESIGN NO. V450 FROM BXUV -

FIRE RESISTANCE RATINGS - ANSI/UL

263 CERTIFIED FOR UNITED STATES.

DOOR TYPE A

DOOR:

WIDTH:

HEIGHT:

THICKNESS:

MATERIAL:

FINISH:

FRAME:

MATERIAL:

FINISH:

PROVIDE 4" W x 25" H FIRE RATED WIRED

SAFETY GLAZING AT EACH LEAF

HARDWARE TYPE 1

EXIT DEVICE:

CYLINDER:

HINGE:

CLOSER:

LEVER:

ASTRIGAL:

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

SAFETY GLAZING

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

AutoCAD SHX Text

PONY WALL CONNECTION W/(4) ANCHORS

AutoCAD SHX Text PARTIAL WALL FRAMING CONNECTION TO FLOOR USING ClarkDietrich's PONY WALL

AutoCAD SHX Text ClarkDietrich PONY WALL @ SPACING AS REQUIRED

AutoCAD SHX Text

TYPICAL TRACK W/ (1) SCREW PER STUD FLANGE AS REQUIRED

AutoCAD SHX Text 1)

AutoCAD SHX Text

LOCATE PW ASSEMBLY IN BASE TRACK AS REQUIRED.

AutoCAD SHX Text 2)

AutoCAD SHX Text

TOP TRACK NOT SHOWN IN ISO VIEW FOR CLARITY.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text SCREWS AS REQUIRED THROUGH WEB OF STUDS EA. SIDE OF THE PW STUD TO THE FLANGES OF THE PW STUD

AutoCAD SHX Text

TOP TRACK AS REQUIRED

AutoCAD SHX Text ClarkDietrich PW (PONY WALL STUD AND BASE PLATE) PER ISO VIEW

AutoCAD SHX Text (N.T.S.)

AutoCAD SHX Text

(4) 1/2" HILTI KWIK BOLT ANCHORSOR EQUAL, 3-1/2" MIN. EMBEDMENT

AutoCAD SHX Text

ELEV VIEW

AutoCAD SHX Text 1/2" THICK PW BASE PLATE WITH PRE-DRILLED HOLES (PROVIDED AS PART OF PONY WALL ASSEMBLY)

(2) STUDS (PER SECTION), (1) EA. SIDE OF PW STUD AS SHOWN (STUD IN FRONT OF PW STUD SHOWN DASHED FOR CLARITY)

GWB TYPE 'X'

FIRESTOPPING

EXISTING PARTITION

2 12" STEEL STUD

EXISTING GWB LAYER

2 1/2" STEEL STUD

(2) 3 5/8" STEEL STUDS

3 5/8" STEEL STUD

2 LAYERS GWB TYPE 'X'

DOOR FRAME

FIRESTOPPING

EXISTING PARTITION

6" STEEL STUD

(2) 3 5/8" STEEL STUDS

3 5/8" STEEL STUD

2 LAYERS GWB TYPE 'X'

BOTH SIDES

2 LAYERS GWB TYPE 'X'

GWB TYPE 'X'

(2) 3 5/8" STEEL STUDS

FIRESTOPPING

3 5/8" STEEL STUD

DOOR FRAME

2 LAYERS GWB TYPE 'X'

EXIST.

1 HOUR

PARTITION

FIRESTOPPING

EXISTING PARTITION

2 12" STEEL STUD

EXISTING GWB LAYER

2 1/2" STEEL STUD

3 5/8" STEEL STUD

2 LAYERS GWB TYPE 'X'

3 5/8" STEEL STUD

2 1/2" STEEL STUD

FIRESTOPPING

EXISTING PARTITION

2 LAYERS GWB TYPE 'X'

STEEL TRACK

(2) 3 5/8" STEEL STUDS

STEEL TRACK

DOOR FRAME ATTACHED

THROUGH DRYWALL TO

HEADER

STEEL TRACK

3-5/8" STUD

FIRESTOPPING

2 LAYERS GWB TYPE 'X'

SLIP TRACK

METAL STUD

2 LAYERS GWB TYPE X

1 LAYER GWB TYPE X

OVER EXISTING GWB

LAYER

EXISTING GWB

CONNECTION TRACK

ATTACHED TO

ADJACENT METAL

STUDS WITH (6) #10

METAL SCREWS

SLIP TRACK

EXISTING

PORTION

OF WALL

REMAIN

TOP OF DOOR

FRAME

METAL BOTTOM TRACK, ATTACH TO

SLAB WITH .145" POWER DRIVEN

FASTENER MIN 1-1/4" EMBEDMENT @

24" O.C.

4" RUBBER WALL BASE

SEALANT

TOP OF CONCRETE SLAB

STEEL TRACK AT TOP

AND BOTTOM OF 3-5/8"

STUDS

SLIP TRACK

METAL STUD

2 LAYERS GWB TYPE X1 LAYER GWB TYPE X

OVER EXISTING GWB

LAYER

EXISTING GWB

SLIP TRACK

EXISTING

PORTION

OF WALL

REMAIN

TOP OF DOOR

FRAME

METAL BOTTOM TRACK, ATTACH TO

SLAB WITH .145" POWER DRIVEN

FASTENER MIN 1-1/4" EMBEDMENT @

24" O.C.

4" RUBBER WALL BASE

SEALANT

TOP OF CONCRETE SLAB

ARTCC

4 CHANNEL RAISED FLOOR & SRG

WALL DETAILS

ZDV-D-ARTCC-A7.1 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY

DETAIL PLAN

SCALE

SECTION

SCALE

1/2"=1'-0"

SCALE

1 1/2"=1'-0"

SCALE

1/2"=1'-0"

WALL DETAIL

SCALE

1 1/2"=1'-0"

DETAIL AT TOP OF DOOR ALCOVE 7

1 1/2"=1'-0"

WALL/RAISED ACCESS FLOOR SYSTEM 8

1 1/2"=1'-0"

WALL/RAISED ACCESS FLOOR SYSTEM 9

1 1/2"=1'-0"

DOOR

FRAME

TOP OF DOOR

A7.1

SECTIONDETAIL AT TOP OF DOOR ALCOVE

WALL DETAIL

A7.1

TOP OF DOOR

FRAME

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

SCALESCALE

SCALE

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

RAMP ACCESS FLOOR

#8 FLAT HEAD

SCREWS @ 18" O.C.

ACCESS FLOOR

PANEL W/ HPL FINISH

ADJUSTABLE

PEDESTALS

ACCESS FLOOR

PANELS W/ SRF @

RAMP

RIBBED ALUMINUM

RAMP THRESHOLD

FLOOR COVERING

BOLTED RIGID GRID

STEEL STRINGER

SYSTEM

PEDESTAL HEAD

PLATE

VIBRATION PROOF

LEVELING NUT

DEVICE

STEEL PIPE

PEDESTAL @ 24"

O.C.

ZERO VOC ADHESIVE

BASE PLATE

EXISTING

CONCRETE FLOOR

ADJUSTABLE PEDESTAL

(ZONE 2B) (ROUND OR

SQUARE CONFIGURATION)

1/8" STEEL BASE PLATE

(ZONE 2B)

BASE PLATE PLAN

PEDESTAL SECTION

1' -6

" U .N

ACCESS FLOOR PANEL

STRINGER

STRINGER SCREW

SWIVEL OR FIXED

PEDESTAL HEAD AT

1:12 SLOPE

ADJUSTABLE

PEDESTAL

NOTE: SECTION EXPANDED FOR CLARITY

ACCESS FLOOR PANEL W/

SRF, U.O.N.

STRINGER

POP RIVETS

RAMP SHOE ASSEMBLY

FLAT HEAD SCREWS AND

EXPANSION SHIELD

ANCHORS AT 12" O.C.

ALUM. TOP ANGLE NOSING

ALUM. EMBOSSED FASCIA

RUBBER TILE

CONCRETE ANCHOR

STEP KIT PEDESTAL SUBFLOOR

STEP KIT PEDESTALBARE CORNER-LOCK PANEL TO MATCH FIELD PANELS

STEP KIT PEDESTAL

BARE CORNER-LOCK PANEL TO MATCH FIELD PANELS

FIELD PANEL

POP RIVETS

CORNER-LOCK PANEL

RUBBER TILE

ALUMINUM TOP ANGLE

ALUMINUM FASCIA PLATE

ALUMINUM BOTTOM ANGLE

PEDESTAL BASE

SWIVEL PEDESTAL HEAD

ARTCC

4 CHANNEL RAISED FLOOR & SRG

RAISED ACCES FLOOR DETAILS

ZDV-D-ARTCC-A7.2 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY

TYPICAL PEDESTAL AND BASEPLATE ASSEMBLY

SCALE

STAIR SECTION

SCALE

NTS

RAMP APRON SECTION

SCALE

RAMP TRANSITION

SCALE

RAMP SUPPORT SECTION

SCALE

3" = 1'-0"

CONCEPTUAL RAMP DIAGRAM

SCALE

NTS

3SECTION AT SIDE OF RAMP

SCALE

NTS

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

08.19.2025 95% DESIGN SET

09.25.2025 100% DESIGN SET

AutoCAD SHX Text 5/A7.2

AutoCAD SHX Text 4/A7.2

AutoCAD SHX Text 6/A7.2

AutoCAD SHX Text 7/A7.2

AutoCAD SHX Text

SIGNAL REFERENCE GRID

(SRG) SECTION

NOTE 1

ADJACENT SIGNAL

REFERENCE GRID (SRG)

SECTION

SMOKELESS EXOTHERMIC

WELD

OVERLAPPED STRIPS FROM

ADJACENT SECTIONS (SEE

NOTE 1)

2" MISALIGNMENT ALLOWED

BETWEEN ADJACENT

SECTIONS

1. WHERE ONE ROLL OF GRID IS LAID NEXT TO ANOTHER, THE OUTER EDGES OF THE

ROLLS SHALL OVERLAP TO FORM A SINGLE STRIP AND SHALL BE EXOTHERMICALLY

WELDED TOGETHER AT 2 FT. INTERVALS.

SEE NOTE BELOW

* THE SRG SHALL BE BONDED TO THE RAISED ACCESS FLOOR SYSTEM

OR THE CEILING METALWORK AT INTERVALS NOT LESS THAN 6 FT

USING MINIMUM 4 AWG BARE COPPER CONDUCTORS.

SRG GRID

ARTCC

4 CHANNEL RAISED FLOOR & SRG

SRG DETAILS

ZDV-D-ARTCC-A7.3 _

LONGMONT DENVER ARTCC

REV DATE DESCRIPTION JCN REDLINE

DATE APVD

JCN

DRAWN

CHECKED

REV

ISSUED BY

8 1234567

DATE

DRAWING NO

REVIEWED BY

SRG GRID TO GRID CONNECTION

SCALE

NTS

PEDESTAL RM RASIED FLOOR PEDESTAL GROUDING

SCALE

NTS

06.03.2025 40% PROGRESS SET

07.07.2025 75% PROGRESS SET

08.19.2025 95% DESIGN SET

ORDER OF ASSEMBLY FOR BOLTED CONNECTIONS- FAA STD-019

SCALE

NTS

09.25.2025 100% DESIGN SET

Sheets and Views

A0.0-A0.0

A1.0-A1.0

A2.0-A2.0

A2.1-A2.1

A3.1-A3.1

A4.0-A4.0

A5.0-A5.0

A6.0-A6.0

A7.0-A7.0

A7.1-A7.1

A7.2-A7.2

A7.3-A7.3

A7.2-A7.2.pdf

Sheets and Views

A7.2

File details come from the government source that posted it. Updated Dec 1, 2025.