Attachment C- ACF Rooftop Antenna Drawings.pdf

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80GRC020R0019 NASA GRC Fast Tracking Ground Station Antenna System
Solicitation number
80GRC020R0019
Issued by

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This is a combined synopsis and solicitation for a Fast Tracking Ground Station Antenna System. The National Aeronautics and Space Administration Glenn Research Center requires an antenna system to specifications in Attachment B for its new Aerospace Communications Facility currently under construction. Quotes are due by August 31, 2020 and shall be emailed to the address provided. The solicitation will result in a bilateral purchase order with the successful offeror. The NAICS code is 334220 for Radio and Television Broadcasting and Wireless Communications Equipment Manufacturing, with a small business size standard of $12 million. Offerors must state their size status. Delivery is required FOB Destination to the NASA Glenn Research Center facility provided by the due date. All contractual and technical questions must be submitted in writing by August 19.

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SHEET NOTES:

1. INDICATES DECK SPAN

INDICATES GALVANIZED 19-W-4 1 1/2"x3/16" BAR GRATING.

SEE NOTE 6 FOR FASTENER INFORMATION.

2. SEE GENERAL NOTES FOR CONCRETE COMPRESSIVE STRENGTH

3. FOR ADDITIONAL INFORMATION REFER TO THE FOLLOWING

DRAWINGS:

GENERAL NOTES S0 SERIES DRAWINGS

AND LOADING DIAGRAMS

TYPICAL FOUNDATION DETAILS S2 SERIES DRAWINGS

LATERAL SYSTEM ELEVATIONS S3 SERIES DRAWINGS

AND DETAILS

CONCRETE SUPERSTRUCTURE S4 SERIES DRAWINGS

SCHEDULES AND DETAILS

STEEL SUPERSTRUCTURE S5 SERIES DRAWINGS

SCHEDULES AND DETAILS

4. SYMBOLS:

INDICATES TWO-WAY SLAB.

SEE REINFORCEMENT PLAN AND TWO-WAY SLAB DETAILS

INDICATES SLOPE IN TOP OF SLAB

5. NOTATIONS:

EOS INDICATES EDGE OF SLAB.

6. ATTACH GRATING TO STEEL FRAMING WITH HILTI X-MGR-W60

GRATING FASTENING SYSTEM

UP

G3

SIZE

MOMENT

CONNECTION

BEAM WEB

PENETRATION MARK

(SEE SCHEDULE)

NUMBER OF HEADED STUDS

EQUALLY SPACED

BETWEEN BEAMS

REQUIRED CAMBER

(NONE IF OMITTED)

V INDICATES FACTORED VERTICAL SHEAR IN KIPS (SEE SCHEDULE IF OMITTED)

M INDICATES FACTORED END MOMENT IN KIP-FEET (SEE SCHEDULE IF OMITTED)

TF INDICATES FACTORED AXIAL FORCE TRANSFERRED THROUGH THE CONNECTION

JOINT IN KIPS. THE AXIAL FORCE SHALL BE CONSIDERED FULLY REVERSIBLE

UNLESS OTHERWISE NOTED

W18X40 (30) A

[-1 1/2"] c=1" V50

M50 V42

STEEL BEAM LEGEND

X'-XX"

DEVIATION FROM TYPICAL

T/STEEL ELEVATION

TF20

CDEFGH

B A.5

G3

2L3-1/2X3-1/2X3/8X3/8

(REFER NOTE 6)

IN-PLANE BRACING

P20, TYP

NOTE:

1. T/STEEL EL. = +793'-6"

2. STEEL TO BE GALVANIZED

D8 S-512

HSS8X8X3/8 TYP

22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 12'-0" 12'-2"

5.3

W12X19W12X19

W8X15 W8X15 W8X15 W8X15 W8X15

W12X19W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19

V60

TF20 W24X84

V60

TF20

V40

TF20 W24X84

V40

TF20

V40

TF20 W24X84

V40

TF20

V40

TF20 W24X84

V40

TF20

V40

TF20 W24X84

V40

TF20

V20

TF20 W24X84

V20

TF20

V20

TF20 W24X84

V20

TF20

V2

TF

W

X

V2

TF

V2

W

X

V2

V4

W

X

V4

V2

TF

W

X

V2

TF

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V40

TF20

W24X84

V40

TF20

V20

TF20

W24X84

V20

TF20

V20

TF20

W24X84

V20

TF20

V2

TF

W

X

V2

TF

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V40

TF20

W24X84

V40

TF20

V40

TF20

W24X84

V40

TF20

V40

TF20

W24X84

V40

TF20V2

TF

W

X

V2

TF

V2

TF

W

X

V2

TF

V2

TF

W

X

V2

TF

V2

TF

W

X

V2

TF

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V2

W

X

V2

V40

TF20

W24X84

V40

TF20

B.2

1'-0"

W8X15

FREESTANDING STAIR

SEE A-411

FREESTANDING STAIR

SEE A-411

W8X15

FREESTANDING RAMP

SEE A-411

4" EOG 4" EOG

4" E

O G

4" EOG

4" E

O G

4" EOG4" EOG

4" EOG

4" E

O G

4" E

O G

9' -0

'-6

W

X

V20 @W12s, TYP

W

X

W

X

W

X

W

X

W

X

W12X19W12X19W12X19 W12X19

5 EQ SPACES, TYP 2 EQ SPACES 3 EQ SPACES

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

8"

5' -0

2'-7" 2'-6" 2'-6"

6" 5 7/8"6"6"6"6"6"6"6"6"6"6"6"6"

8" E

O G

1/

4" E

O G

F8 S-105

NOTES:

1. H1 HORIZONTAL DEFLECTION DUE TO ANTENNA WIND SAILS

2. H2 = 0.250in OVERALL HORIZONTAL DEFLECTION OF BUILDING AT ROOF LEVEL

PLATFORM DEFLECTION DUE TO ANTENNA WIND SAILS WILL BE IN ADDITION TO THIS NUMBER

T/ROOF SLAB

787'-6"

∆ H2

H1

AT TYPICAL PLATFORM

CE 0330

ENGLISH REVIT 2015

RELEASE APPROVAL:

D.ENG:

CONFIG:

CONTRACT NO.

APPROVED

TASK ORDER

DRAWN

CONTRACTOR

RELEASE STATUS:

RELEASE APPROVAL:

PROJ. MGR:

RELEASE APPROVAL:

PROJECT ID

SYSTEM:

DR:

FACILITY:

DES:

OFFICIAL DATE:

SOFTWARE:

SCALE: AS NOTED

AREA:

UNITS:

SIZE BLDG/SYS

SHEET

DISCP

REVISION

OF

CAD DRAWING - DO NOT REVISE MANUALLY

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

JOHN H. GLENN RESEARCH CENTER AT LEWIS FIELD

21000 BROOKPARK ROAD, CLEVELAND, OH 44135

REVISIONS

APPROVAL DATE

DESIGNED CHECKED

DESCRIPTIONCHGNUM APP/DATE

SEQTYP

P R O P E R T Y

O F

U N

IT

E D

S T A T E S

G O V E R N M E N T

F O R

O F F

IC

IA

L

U S E

O N L Y

D o n o t R e m o v e

T h is

N o ti c e P ro p e rl y d e s tr o y d o c u m e n t w h e n n o lo n g e r n e e d e d

VER

DATE:

DATE:

DATE:

DRAWING/DESIGN STATUS:

SUB-SYS:

DRAWING MANAGEMENT

NASA APPROVALS

TEMPLATE DATE: 02/28/2011

A

B

C

D

8 7 6 5 4 3 2

8 7 6 5 4 3 2

E

F

G

H

E

F

G

H

C

D

ISSUED FOR CONSTRUCTION

04/25/2019

COF20552NNC14BA10B

NNC16TA66T

ROSS BARNEY ARCHITECTS

BUILDING 330

AEROSPACE COMMUNICATIONS FACILITY

GENERAL NOTES

1. SEE DRAWING 0330-COF20552-G-001 FOR DRAWING INDEX

TT MW HT

Approver

ANTENNA PLATFORM FRAMING

PLAN

S-105

1/4" = 1'-0"

ANTENNA PLATFORM FRAMING PLAN

B8

NTS

RELATIVE MOVEMENT OF ANTENNA PLATFORM

F8

DN

UP

DN

ACFH

DE

G F8

A-302

F8

A-302

C8

A-301

C8

A-301

B A.5 A8

A-301

A8

A-301

E8

A-411

22' - 0" 22' - 0" 22' - 0" 22' - 0" 12' - 0" 12' - 2" 6' - 10"22' - 0"

5.1

G5

A-411

G8

A-411

A-516

F4

SIM

A-411

F8

A-411

F5

STAIR 5

S5

STAIR 6

S6REMOVABLE

SECTION

OF BAR GRATING

A5

A-105

A5

A-105

A5

A-105

A5

A-105

ELEVATED WALKWAY

SYSTEM ROOF RAMP

A-105B4

A-105

C8

A-105 C4

A-105

D8

A-430

C4

SIM

TYP

PERIMETER GUARD RAIL

ELEVATED WALKWAY

SYSTEM STAIR

42' - 3 1/2" 5' - 8" 64' - 8 1/2" 5' - 8" 16' - 8"

5"

5"

135' - 0"

793' - 6"

FL-5BFL-5B

13' - 8 3/8"

9' - 3 5/8"

4' - 10 7/8"

T Y

P

/4

TYP

3' - 4 3/4"

9' - 3 5/8"

4' - 10 7/8" 4' - 10 7/8" 3' - 10 3/4"

B6

A-105

B6

A-105

B6

A-105

J C4

A-302

C4

A-302

F4

A-302

A3

A-312

/4

T A

P E

R E

D

IN

S U

L A

T

IO

N O

N F

L A

T T

O P

P

IN

G

/4

T A

P E

R E

D

IN

S U

L A

T

IO

N O

N F

L A

T T

O P

P

IN

G

811' - 7"

810' - 6 1/2" 810' - 6 1/2"

HIGH POINT

LOW POINT LOW POINT

811' - 0 1/2"

HIGH POINT

TAPERED

INSULATION

BOARDS AS

REQUIRED TO

ACHIEVE 1/4":1'-0"

MINIMUM SLOPE

ROOF DRAIN AND

OVERFLOW

DRAIN, SEE

SHEET P-114

9' - 7 1/2" 12' - 9" 12' - 9" 9' - 7 1/2"

INSULATED ROOF

HATCH

K

F8

A-301

F8

A-301

11" 46' - 7" 11"

48' - 5"

/2

/2

C

A -2

EPDM ROOFING

HATCH GUARD-

RAIL AND GATE

A-530

D8

4' - 6" 19' - 3"

/2

H.9

A-530

D8

SIM.

A-530

D8

SIM.

ROOF DUCT- SEE

SHEET M-124

HIGH PLUME

EXHAUST

DUCTS

SEE SHEET M-124

F8

A-510

F8

A-513

TAPERED

INSULATION

BOARDS AS

REQUIRED TO

ACHIEVE 1/4":1'-0"

MINIMUM SLOPE

TOTAL ROOF R-VALUE = R-36.67 (MIN.)

(CONCRETE FRAMED)

- EXTERIOR AIR FILM = 0.17

- EPDM ROOF MEMBRANE = 0.33

- ROOF BOARD = 0.56

- 6" (MIN.) POLYISO INSULATION = 34.2

- 12" CONCRETE = 0.80

- INTERIOR AIR FILM = 0.61

A-202

F8

A-202B6

5 6

ROOF ANTENNA PLATFORM

793' - 6"

5.3

GALV. STL. BEAM

FL-5B

2' - 10 5/8"

TYP

3' - 5 1/2" 2' - 10 5/8"

MTL-2

ROOF ANTENNA PLATFORM

793' - 6"

5.15.3

GALV. STL. BEAM

FL-5B

MTL-2 2' - 10 5/8"2' - 10 5/8"

TYP

3' - 5 1/2"

CFH DEG

ROOF ANTENNA PLATFORM

793' - 6"

B A.5G.9 B.2

MTL-2 3' - 7 3/8"

GALVANIZED STL. BEAM.

SEE SHEET S-105.

A-430

F8

FL-5B

3' - 7 3/8" TYP

3' - 5 1/2" A5

A-105 6 1/8"2' - 1 1/4"

C F HD E G

ROOF ANTENNA PLATFORM

793' - 6"

BA.5 G.9B.2

MTL-2

GALVANIZED STL. BEAM.

SEE SHEET S-105.

FL-5B

3' - 7 3/8" 3' - 7 3/8"4' - 1 1/8"4' - 9 1/4"4' - 5"5' - 10 1/4"2' - 8 1/8"

STAIR 6 STAIR 5

A5

A-105

TYP

3' - 5 1/2"

8 1/4"

2' - 4 3/4"3' - 5 1/2"

1' - 11 3/4"5 7/8"4"

CON-1 EXPOSED CAST-IN -PLACE CONCRETE

CON-4 EXPOSED CAST-IN -PLACE CONCRETE W/ TEXTURED FORMLINER

FINISH. NOT REQUIRED ON SECTIONS OF WALL 2" OR GREATER BELOW

GRADE

CW-1 8 3/4" STRUCTURAL GLAZED ALUM. CURTAINWALL WITH GL-2

INSULATED GLAZING AND BACK PAN @ SPANDREL CONDITIONS.

CONTINUOUS VERTICAL MULLIONS FILLED W/ EPS INSULATION CUT TO

INTERIOR PROFILE

CW-2 8 3/4" STRUCTURAL GLAZED ALUM. CURTAINWALL WITH GL-4

INSULATED GLAZING AND BACK PAN @ SPANDREL CONDITIONS.

CONTINUOUS VERTICAL MULLIONS FILLED W/ EPS INSULATION CUT TO

INTERIOR PROFILE

CW-3 GLAZED ALUM. CURTAINWALL WITH GL-1 INSULATED GLAZING &

STL. REINFORCED MULLIONS TO RECEIVE MP-2

CW-4 8 3/4" STRUCTURAL GLAZED ALUM. CURTAINWALL WITH GL-3

INSULATED GLAZING AND BACK PAN @ SPANDREL CONDITIONS.

CONTINUOUS VERTICAL MULLIONS FILLED W/ EPS INSULATION CUT TO

INTERIOR PROFILE

FL-1 CAST-IN-PLACE CONC. FLOOR

FL-2 CAST-IN-PLACE CONC. SLAB-ON-GRADE

FL-3 CAST IN PLACE CONDUCTIVE CONCRETE SLAB ON GRADE

FL-4 CONDUCTIVE PRECAST CONCRETE PLANKS W/ 2" TOPPING SLAB

FL-5A GALV. STL. BAR GRATING (7/16" BAR SPACING)

FL-5B GALV. STL. BAR GRATING (1 3/16" BAR SPACING)

FL-6 ST. STL. SLIP-RESIST. PLATE OVER GALV. STL. PRESSLOCK

GRATING

FL-7 STRINGERLESS CEMENTITIOUS CORE ACCESS FLOORING

FL-8 HOLLOW CORE PRECAST PLANK W/ 2" TOPPING SLAB

FL-10 ROOF PADS

GYP-1 PTD. GYP. BOARD

GYP-2 PTD. ABUSE-RESISTANT GYP. BOARD

GYP-3 PTD. RF SHIELDED WALL/ CEILING PANELS

MP-1 METAL PANEL WALL TYPE 1 (R-24) CORRUGATED STL. PANEL SEE

A6/A-602

MP-2 METAL PANEL WALL TYPE 2 PERFORATED CORRUGATED ALUM.

PANELS ON PTD GALV. STL. FRAMING

MTL-1 GALVANIZED STRUCTURAL STEEL FRAMING

MTL-2 GALV. STEEL GUARDRAIL W/ GALV. STL. MESH INFILL PANELS

MTL-3 GALV. STL. GUARDRAILS W/ GALV. STL. MESH INFILL PANELS & TYPE

316 S. STL. HANDRAILS

MTL-4 GALV. STL. GUARDRAILS

MTL-5 MTL-2, PTD IN LIEU OF GALV.

MTL-6 MTL-3, PTD IN LIEU OF GALV.

MTL-7 TYPE 316 S. STL. PLATE CANOPY

MTL-8 ARCHITECTURAL ALUM. BRAKE METAL, TO MATCH WW MULLION MTL

MTL-9 PTD CANE DETECTION RAIL 1.5" SQUARE

PCW-1 (R-22) PRECAST CONCRETE WALL PANEL 1 (RF-SHIELDED

ASSEMBLY): 8" ARCHITECTURAL PRECAST EXTERIOR FACE W/ PAPER

RETARDER GRAPHIC FINISH, 4" XPS INSULATION, GALV. STL. MESH, 10"

CONDUCTIVE PRECAST CONCRETE INTERIOR FACE

PCW-2 PRECAST CONCRETE WALL PANEL 2 (RF-SHIELDED ASSEMBLY):

10" CONDUCTIVE PRECAST CONCRETE, GALV. STL. MESH

PCW-3 (R-22) PRECAST CONCRETE WALL PANEL 3: 8" ARCHITECTURAL

PRECAST EXTERIOR FACE W/ PAPER RETARDER GRAPHIC FINISH, 4" XPS

INSULATION, 10" ARCHITECTURAL PRECAST CONCRETE INTERIOR FACE

PCW-4 PRECAST CONCRETE WALL PANEL 4: 10" ARCHITECTURAL PRECAST

CONCRETE

PCW-5 3" ARCHITECTURAL PRECAST PANEL W/ PAPER RETARDER

GRAPHIC FINISH - CLAD OVER DOOR ASSEMBLY

PLW-1 AA ARCHITECTURAL GRADE WHITE BIRCH WOOD VENEER PANEL W/

MDF CORE, CLASS A FLAME SPREAD

PLW-2 PLYWOOD SHEATHING WITH (2) COATS FIRE RETARDANT PAINT

PT-1 INTERIOR PAINT 1

RF-1 (R-36) EPDM. MEMBRANE ROOFING, 1/2" GLASS-MAT GYP. ROOF

BOARD 6", MIN. POLYISO. INSULATION, VAPOR RETARDER, CAST-IN-

PLACE CONC. ROOF

RF-2 (R-36) EPDM. MEMBRANE ROOFING, 1/2" GLASS-MAT GYP. ROOF

BOARD, 6", MIN. POLYISO. INSULATION, VAPOR RETARDER, PTD.

COMPOSITE STL. DECK

RF-3 (R-36) (RF-SHIELDED ASSEMBLY) EPDM MEMBRANE ROOFING, 1/2"

GLASS-MAT GYP. ROOF BOARD, 6", MIN. POLYISO INSULATION, VAPOR

RETARDER, 1/4" GLASS-MAT GYP. ROOF BOARD, GALV. STL. MESH,

6" CONDUCTIVE CONCRETE TOPPING SLAB, CONDUCTIVE CONC.

DOUBLE-TEE ROOF

RF-4 (R-36) EPDM MEMBRANE ROOFING, 1/2" GLASS-MAT GYP. ROOF

BOARD, 6", MIN. POLYISO INSULATION, VAPOR RETARDER, 1/4" GLASS-

MAT GYP. ROOF BOARD, 6" CONC. TOPPING SLAB, CONC.

DOUBLE-TEE ROOF

SS-1 POLYMER SOLID SURFACE

WB-1 4" RUBBER WALL BASE

WB-2 4" PREFINISHED STL. WALL BASE

WW-1 ALUM. STOREFRONT GLAZING SYSTEM, W/ GL-1 (NORTH ELEVATION)

WW-2 ALUM. STOREFRONT GLAZING SYSTEM, W/ GL-2 (EAST ELEVATION

W/O SHADING)

WW-3 FIRE-RATED GLAZED CURTAINWALL SYSTEM, W/ GL-8 & GL-9

(CORRIDORS AND GLAZING INTO RANGE STAGING)

WW-4 INTERIOR ALUM. STOREFRONT W/GL-7 (PHOTOLITHOGRAPHY)

ASSEMBLY LEGEND

5 3/8"

3/8"

5"4

/2

" 1

/2

FL-5B

793' -6"

ROOF ANTENNA PLATFORM

GALVANIZED 1 1/2" SQ. STL. GUARDRAIL

BOTTOM HORIZONTAL MEMBER WELDED

TO INTERMEDIATE POST SMOOTH, TYP.

GALVANIZED STL. GUARDRAIL PANEL

FRAME, TYP.

GALVANIZED 1 1/2" SQ. STL. GUARDRAIL

TOP HORIZONTAL MEMBER WELDED TO

INTERMEDIATE POST SMOOTH, TYP.

GALVANIZED1 1/2" STL. INTERMEDIATE

POST SMOOTH, TYP.

GLVANIZED WIRE MESH INFILL PANEL, TYP.

GALVANIZED STL. GUARDRAIL PANEL

FRAME, TYP.

B8

A-105

SIM

A-105

A8

1 1/2"

GALV. STL. BEAM

SEE SHEET S-105

1"2"1 1/2"2"1"

GALVANIZED 1 1/2" STL.

INTERMEDIATE POST

SMOOTH, TYP.

GALVANIZED WELDED WIRE

MESH INFILL PANEL, TYP.

GALVANIZED STL.

GUARDRAIL PANEL FRAME,

TYP.

GALVANIZED STL. TABS WELD TO

POST, MECHANICALLY FASTENED

E5

A-502

GALVANIZED STL. FRAMING -

SEE STRUCT. DWGS

GALVANIZED PL 3/8 X 5 1/2 X 0' - 3 1/2"

(2) PER POST

WELD TO WEB

/4

/4

A7

A-105

ROOFTOP STAIR AND RAMP SUPERIMPOSED

UNFACTORED LIVE LOADS (PSF UON)

SMALL RAMP AT RANGE ENTRY: 150

ROOF RAMP AT PLATFORM: 150

STAIR 5: 100

STAIR 6: 100

FL-5B

793' -6"

ROOF ANTENNA PLATFORM

GALV. STL. BEAM

SEE SHEET S-105

GALV. STL. BEAM

SEE SHEET S-105

ST. STL. NEMA 4X ENCLOSURE

WITH DATA AND POWER

RECEPTACLES - SEE T-103 AND

E-114

GALV. STRUT SUBFRAMING

3 1/2"

1/4"

GALVANIZED STL. BEAM

WEB-SEE S-103

BOLTED CONNECTION. OVERSIZE

HOLES FOR FIELD ADJUSTMENT

WELDED BEAM TABS

GALVANIZED 1 1/2" SQ. STL.

GUARDRAIL POST

WELDED GUADRAIL TAB

CE 0330

ENGLISH REVIT 2015

RELEASE APPROVAL:

D.ENG:

CONFIG:

CONTRACT NO.

APPROVED

TASK ORDER

DRAWN

CONTRACTOR

RELEASE STATUS:

RELEASE APPROVAL:

PROJ. MGR:

RELEASE APPROVAL:

PROJECT ID

SYSTEM:

DR:

FACILITY:

DES:

OFFICIAL DATE:

SOFTWARE:

SCALE: AS NOTED

AREA:

UNITS:

SIZE BLDG/SYS

SHEET

DISCP

REVISION

OF

CAD DRAWING - DO NOT REVISE MANUALLY

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

JOHN H. GLENN RESEARCH CENTER AT LEWIS FIELD

21000 BROOKPARK ROAD, CLEVELAND, OH 44135

REVISIONS

APPROVAL DATE

DESIGNED CHECKED

DESCRIPTIONCHGNUM APP/DATE

SEQTYP

P R O P E R T Y

O F

U N

IT

E D

S T A T E S

G O V E R N M E N T

F O R

O F F

IC

IA

L

U S E

O N L Y

D o n o t R e m o v e

T h is

N o ti c e P ro p e rl y d e s tr o y d o c u m e n t w h e n n o lo n g e r n e e d e d

VER

DATE:

DATE:

DATE:

DRAWING/DESIGN STATUS:

SUB-SYS:

DRAWING MANAGEMENT

NASA APPROVALS

TEMPLATE DATE: 02/28/2011

A

B

C

D

8 7 6 5 4 3 2

8 7 6 5 4 3 2

E

F

G

H

E

F

G

H

C

D

ISSUED FOR CONSTRUCTION

04/25/2019

COF20552NNC14BA10B

NNC16TA66T

ROSS BARNEY ARCHITECTS

BUILDING 330

AEROSPACE COMMUNICATIONS FACILITY

GENERAL NOTES

1. SEE DRAWING 0330-COF20552-G-001 FOR DRAWING INDEX

Author Designer Checker

Approver

RANGE ROOF AND ANTENNA

PLATFORM

A-105

01.15.18

ROSS BARNEY ARCHITECTS

1/8" = 1'-0" E5

ANTENNA PLATFORM PLAN

1/8" = 1'-0" E8

RANGE ROOF PLAN N

A

S A

N O

R T H

P R

O J E

C T

N O

R T

H

0' 4' 8' 16'

N A

S A

N O

R T H

P R

O J E

C T

N O

R T

H

0' 4' 8' 16'

1/4" = 1'-0" C4

ANTENNA PLATFORM WEST ELEVATION

1/4" = 1'-0" B4

ANTENNA PLATFORM EAST ELEVATION

1/4" = 1'-0" D8

ANTENNA PLATFORM SOUTH ELEVATION

1/4" = 1'-0" C8

ANTENNA PLATFORM NORTH ELEVATION

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

TYP. EDGE OF ANTENNA PLATFORM

6" = 1'-0" B8

PLAN DETL STAIR GUARDRAIL POST EXTERIOR STAIR

6" = 1'-0" A8

TYP. GUARDRAIL MOUNTING ELEVATION EXTERIOR STAIR

1 1/2" = 1'-0" B6

TYP. POWER/DATA ENCLOSURE AT EDGE OF ANTENNA PLATFORM

3" = 1'-0" A7

TYP. GUARDRAIL MOUNTING DETAIL AT EXTERIOR

UP

DN

UP

UP

ACFHJ

DE

G

A3

A-312

B A.5K

1.9

5.1

G.9

5.3

RANGE

MECH.

ROOM

VESTIBULE

CON-3

CON-2

CON-2

STAIR 1

S1

FL-9

FL-9

B.2

H.9

ELEV 1

E1

E.J.

FL-5BG3

A-502

7' - 4 3/4" 4' - 0" 68' - 0"

133' - 9"

20' - 0"

/4

/4

C7

A-519

E3

A-519

FL-10

2' - 6" 98' - 0"

"12' - 0"

FL-9

FL-10FL-10

8 1/4"

F3

A-519

E7

A-519

E7

A-519

OPEN TO BELOW

CON-1 EXPOSED CONCRETE

CON-2 SEALED CONCRETE

CON-3 POLISHED CONCRETE

CFT-1 PORCELAIN FLOOR TILE 1

CFT-2 PORCELAIN MOSAIC FLOOR TILE 2

CFT-3 PORCELAIN MOSAIC FLOOR TILE 3

CWT-1 PORCELAIN WALL TILE 1

CWT-2 PORCELAIN WALL TILE 2

CWT-3 GLAZED CERAMIC WALL TILE 3

CWT-4 GLAZED CERAMIC WALL TILE 4

CPT-1 STATIC DISSIPATING CARPET TILE

EP-1 CHEMICAL RESISTANT EPOXY FLOORING W/

INTEGRAL COVE BASE

EP-2 CHEMICAL RESISTANT EPOXY WALL COVERING

FL-5A GALV. STL. BAR GRATING (7/16" BAR SPACING)

FL-5B GALV. STL. BAR GRATING (1 3/16" BAR SPACING)

FL-6 ST. STL. SLIP-RESIST. PLATE OVER GALV. STL. PRESSLOCK GRATING

FL-7 STRINGERLESS CEMENTITIOUS CORE ACCESS FLOORING

FL-8 ST. STL. RECESSED ENTRANCE FLOOR MAT

FL-9 RUBBER ROOF TILES

FL-10 ROOF PADS

FT-1 STATIC DISSIPATING RUBBER FLOOR TILE, COLOR 1

FT-2 STATIC DISSIPATING RUBBER FLOOR TILE, COLOR 2

FT-3 STATIC DISSIPATING RUBBER FLOOR TILE, COLOR 3

GYP-1 PTD. GYP. BOARD

GYP-2 PTD. ABUSE-RESISTANT GYP. BOARD

GYP-3 PTD. RF SHIELDED WALL/ CEILING PANELS

PCW-4 PRECAST CONCRETE WALL PANEL 4: 10" CONCRETE INTERIOR FACE

ARCHITECTURAL PRECAST

PLW-1 AA ARCHITECTURAL GRADE WHITE BIRCH WOOD VENEER PANEL W/

MDF CORE, CLASS A FLAME SPREAD

PLW-2 SPECIFIED LAMINATE PANEL SHEATHING W/ FIRE RETARDANT PAINT

PT-1 INTERIOR LATEX PAINT 1

SS-1 POLYMER SOLID SURFACE

SS-2 QUARTZ SOLID SURFACE

WB-1 4" RUBBER WALL BASE

WB-2 4" PREFINISHED STL. WALL BASE

FINISH MATERIAL LEGEND

REFER TO SHEET A-114 FOR DIMENSION PLAN

REFER TO SHEET A-602 FOR PARTITION TYPES

REFER TO SHEET A-144 FOR FINISH PLAN

SHEET NOTES

REFER TO SHEET A-104 FOR REFERENCE PLAN

6" CONC. HOUSEKEEPING PAD. COORDINATE EXTENTS W/

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. SEE

S-202 FOR DETAIL, TYP.

REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS NOT NOTED

ON THIS SHEET.

CE 0330

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RELEASE APPROVAL:

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CONFIG:

CONTRACT NO.

APPROVED

TASK ORDER

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RELEASE STATUS:

RELEASE APPROVAL:

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DR:

FACILITY:

DES:

OFFICIAL DATE:

SOFTWARE:

SCALE: AS NOTED

AREA:

UNITS:

SIZE BLDG/SYS

SHEET

DISCP

REVISION

OF

CAD DRAWING - DO NOT REVISE MANUALLY

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

JOHN H. GLENN RESEARCH CENTER AT LEWIS FIELD

21000 BROOKPARK ROAD, CLEVELAND, OH 44135

REVISIONS

APPROVAL DATE

DESIGNED CHECKED

DESCRIPTIONCHGNUM APP/DATE

SEQTYP

P R O P E R T Y

O F

U N

IT

E D

S T A T E S

G O V E R N M E N T

F O R

O F F

IC

IA

L

U S E

O N L Y

D o n o t R e m o v e

T h is

N o ti c e P ro p e rl y d e s tr o y d o c u m e n t w h e n n o lo n g e r n e e d e d

VER

DATE:

DATE:

DATE:

DRAWING/DESIGN STATUS:

SUB-SYS:

DRAWING MANAGEMENT

NASA APPROVALS

TEMPLATE DATE: 02/28/2011

A

B

C

D

8 7 6 5 4 3 2

8 7 6 5 4 3 2

E

F

G

H

E

F

G

H

C

D

ISSUED FOR CONSTRUCTION

04/25/2019

COF20552NNC14BA10B

NNC16TA66T

ROSS BARNEY ARCHITECTS

BUILDING 330

AEROSPACE COMMUNICATIONS FACILITY

GENERAL NOTES

1. SEE DRAWING 0330-COF20552-G-001 FOR DRAWING INDEX

Author Designer Checker

Approver

THIRD FLOOR RANGE FINISH

PLAN

A-144

01.15.18

N A

S A

N O

R T H

P R

O J E

C T

N O

R T

H

0' 4' 8' 16'

1/8" = 1'-0" A8

THIRD FLOOR AND ROOF FINISH PLAN

FIRST FLOOR

755' - 6"

SECOND FLOOR

771' - 6"

THIRD FLOOR /ROOF

787' - 6"

RANGE ROOF

810' - 0"

ACFHJ DEG

D6

A-413

C4

A-302

C4

A-302

F8

A-302

F8

A-302

ROOF ANTENNA PLATFORM

793' - 6"

LEVEL 7

755'-6"

A7

A-410

B A.5

A8

A-301

A8

A-301

E8

A-411

W/ CW-3 BEHIND. 11'-0"

PANEL WIDTH, TYP.

A-420

E8

A-421

E8

C6

A-427

K

C8

A-302

C8

A-302

G.9

A-420

A8

A5

A-315

A-421

A8

WITH CW-3 BEHIND. 8'-0"

PANEL WIDTH, TYP.

MOUNTED GALV.

STEEL GUARDRAIL

FRAMING

A-425

B8

BTWN CW, TYP.

CON-4

MP-1MP-1

MP-1MP-1

MP-1MP-1

MTL-4

MTL-1

STRUCTURE

MP-2MP-2

W/ CW-3 BEHIND. 11'-0"

PANEL WIDTH, TYP.

MP-2MP-2

MTL-8MTL-8

GALV. STL

CANOPY

MP-2

PCW-3

MP-2

MP-2

PCW-3

PCW-5

A-422

E7

GALV. STL

BACKPAN

CW-2CW-2

CW-1CW-1

CW-2CW-2

CW-1CW-1

OUTLINE OF

FOUNDATION WALLS

B.2H.9

CON-4CON-1

STORM OVERFLOW ROOF

DRAIN DOWNSPOUT COVER -

SEE SHEET P-100

NON FREEZE WALL

HYDRANT - SEE SHEET P-112

SECURITY CAMERA -

SEE SHEET TY-104

FIRST FLOOR

755' - 6"

SECOND FLOOR

771' - 6"

THIRD FLOOR /ROOF

787' - 6"

1 2 3 4

RANGE ROOF

810' - 0"

5 6

F4

A-302

F4

A-302

C8

A-301

C8

A-301

ROOF ANTENNA PLATFORM

793' - 6"

A3

A-312

A8

A-302

A8

A-302

WITH CW-3 BEHIND

PLATFORM STRUCTURE

WITH FL-5 FLOORING

W/ CW-3 BEHIND

A-421

D3

A-421

E7

D7

A-410

D7

A-410

F8

A-301

F8

A-301

D5

A-413

D5

A-413

A-421

A7

A-421

A3

WITH CW-3 BEHIND. 8'-4"

PANEL WIDTH, TYP.

WITH LOUVERS BEHIND.

8'-4" PANEL WIDTH, TYP.

5.3

MOUNTED GALV. STEEL

GUARDRAIL FRAMING

A-425

E8

BTWN CW, TYP.

MP-1MP-1

MP-2

MTL-8

MP-1MP-1

MP-2

MP-1

MTL-4

MTL-1

MTL-4

MP-2

MP-2

PCW-3PCW-3

MP-2

PCW-1PCW-1

PCW-1PCW-1

A-422

E5

GALV. STL BACKPAN

G8

A-411

OUTLINE OF

FOUNDATION WALLS

CW-2CW-2

CW-1

CW-2

CW-1

CON-4

CON-1

CON-1

STORM OVERFLOW

ROOF DRAIN

DOWNSPOUT COVER

- SEE SHEET P-100

CON-1 EXPOSED CAST-IN -PLACE CONCRETE

CON-4 EXPOSED CAST-IN -PLACE CONCRETE W/ TEXTURED FORMLINER

FINISH. NOT REQUIRED ON SECTIONS OF WALL 2" OR GREATER BELOW

GRADE

CW-1 8 3/4" STRUCTURAL GLAZED ALUM. CURTAINWALL WITH GL-2

INSULATED GLAZING AND BACK PAN @ SPANDREL CONDITIONS.

CONTINUOUS VERTICAL MULLIONS FILLED W/ EPS INSULATION CUT TO

INTERIOR PROFILE

CW-2 8 3/4" STRUCTURAL GLAZED ALUM. CURTAINWALL WITH GL-4

INSULATED GLAZING AND BACK PAN @ SPANDREL CONDITIONS.

CONTINUOUS VERTICAL MULLIONS FILLED W/ EPS INSULATION CUT TO

INTERIOR PROFILE

CW-3 GLAZED ALUM. CURTAINWALL WITH GL-1 INSULATED GLAZING &

STL. REINFORCED MULLIONS TO RECEIVE MP-2

CW-4 8 3/4" STRUCTURAL GLAZED ALUM. CURTAINWALL WITH GL-3

INSULATED GLAZING AND BACK PAN @ SPANDREL CONDITIONS.

CONTINUOUS VERTICAL MULLIONS FILLED W/ EPS INSULATION CUT TO

INTERIOR PROFILE

FL-1 CAST-IN-PLACE CONC. FLOOR

FL-2 CAST-IN-PLACE CONC. SLAB-ON-GRADE

FL-3 CAST IN PLACE CONDUCTIVE CONCRETE SLAB ON GRADE

FL-4 CONDUCTIVE PRECAST CONCRETE PLANKS W/ 2" TOPPING SLAB

FL-5A GALV. STL. BAR GRATING (7/16" BAR SPACING)

FL-5B GALV. STL. BAR GRATING (1 3/16" BAR SPACING)

FL-6 ST. STL. SLIP-RESIST. PLATE OVER GALV. STL. PRESSLOCK

GRATING

FL-7 STRINGERLESS CEMENTITIOUS CORE ACCESS FLOORING

FL-8 HOLLOW CORE PRECAST PLANK W/ 2" TOPPING SLAB

FL-10 ROOF PADS

GYP-1 PTD. GYP. BOARD

GYP-2 PTD. ABUSE-RESISTANT GYP. BOARD

GYP-3 PTD. RF SHIELDED WALL/ CEILING PANELS

MP-1 METAL PANEL WALL TYPE 1 (R-24) CORRUGATED STL. PANEL SEE

A6/A-602

MP-2 METAL PANEL WALL TYPE 2 PERFORATED CORRUGATED ALUM.

PANELS ON PTD GALV. STL. FRAMING

MTL-1 GALVANIZED STRUCTURAL STEEL FRAMING

MTL-2 GALV. STEEL GUARDRAIL W/ GALV. STL. MESH INFILL PANELS

MTL-3 GALV. STL. GUARDRAILS W/ GALV. STL. MESH INFILL PANELS & TYPE

316 S. STL. HANDRAILS

MTL-4 GALV. STL. GUARDRAILS

MTL-5 MTL-2, PTD IN LIEU OF GALV.

MTL-6 MTL-3, PTD IN LIEU OF GALV.

MTL-7 TYPE 316 S. STL. PLATE CANOPY

MTL-8 ARCHITECTURAL ALUM. BRAKE METAL, TO MATCH WW MULLION MTL

MTL-9 PTD CANE DETECTION RAIL 1.5" SQUARE

PCW-1 (R-22) PRECAST CONCRETE WALL PANEL 1 (RF-SHIELDED

ASSEMBLY): 8" ARCHITECTURAL PRECAST EXTERIOR FACE W/ PAPER

RETARDER GRAPHIC FINISH, 4" XPS INSULATION, GALV. STL. MESH, 10"

CONDUCTIVE PRECAST CONCRETE INTERIOR FACE

PCW-2 PRECAST CONCRETE WALL PANEL 2 (RF-SHIELDED ASSEMBLY):

10" CONDUCTIVE PRECAST CONCRETE, GALV. STL. MESH

PCW-3 (R-22) PRECAST CONCRETE WALL PANEL 3: 8" ARCHITECTURAL

PRECAST EXTERIOR FACE W/ PAPER RETARDER GRAPHIC FINISH, 4" XPS

INSULATION, 10" ARCHITECTURAL PRECAST CONCRETE INTERIOR FACE

PCW-4 PRECAST CONCRETE WALL PANEL 4: 10" ARCHITECTURAL PRECAST

CONCRETE

PCW-5 3" ARCHITECTURAL PRECAST PANEL W/ PAPER RETARDER

GRAPHIC FINISH - CLAD OVER DOOR ASSEMBLY

PLW-1 AA ARCHITECTURAL GRADE WHITE BIRCH WOOD VENEER PANEL W/

MDF CORE, CLASS A FLAME SPREAD

PLW-2 PLYWOOD SHEATHING WITH (2) COATS FIRE RETARDANT PAINT

PT-1 INTERIOR PAINT 1

RF-1 (R-36) EPDM. MEMBRANE ROOFING, 1/2" GLASS-MAT GYP. ROOF

BOARD 6", MIN. POLYISO. INSULATION, VAPOR RETARDER, CAST-IN-

PLACE CONC. ROOF

RF-2 (R-36) EPDM. MEMBRANE ROOFING, 1/2" GLASS-MAT GYP. ROOF

BOARD, 6", MIN. POLYISO. INSULATION, VAPOR RETARDER, PTD.

COMPOSITE STL. DECK

RF-3 (R-36) (RF-SHIELDED ASSEMBLY) EPDM MEMBRANE ROOFING, 1/2"

GLASS-MAT GYP. ROOF BOARD, 6", MIN. POLYISO INSULATION, VAPOR

RETARDER, 1/4" GLASS-MAT GYP. ROOF BOARD, GALV. STL. MESH,

6" CONDUCTIVE CONCRETE TOPPING SLAB, CONDUCTIVE CONC.

DOUBLE-TEE ROOF

RF-4 (R-36) EPDM MEMBRANE ROOFING, 1/2" GLASS-MAT GYP. ROOF

BOARD, 6", MIN. POLYISO INSULATION, VAPOR RETARDER, 1/4" GLASS-

MAT GYP. ROOF BOARD, 6" CONC. TOPPING SLAB, CONC.

DOUBLE-TEE ROOF

SS-1 POLYMER SOLID SURFACE

WB-1 4" RUBBER WALL BASE

WB-2 4" PREFINISHED STL. WALL BASE

WW-1 ALUM. STOREFRONT GLAZING SYSTEM, W/ GL-1 (NORTH ELEVATION)

WW-2 ALUM. STOREFRONT GLAZING SYSTEM, W/ GL-2 (EAST ELEVATION

W/O SHADING)

WW-3 FIRE-RATED GLAZED CURTAINWALL SYSTEM, W/ GL-8 & GL-9

(CORRIDORS AND GLAZING INTO RANGE STAGING)

WW-4 INTERIOR ALUM. STOREFRONT W/GL-7 (PHOTOLITHOGRAPHY)

ASSEMBLY LEGEND

GL-1 1" IGU: 1/4" CLEAR HEAT-STRENGTHENED GLASS, 1/2" AIR SPACE,

ARGON FILLED, 1/4" CLEAR HEAT-STRENGTHENED GLASS, (U-

FACTOR = 0.35, SHGC = 0.4)

GL-2 1" IGU: 1/4" CLEAR HEAT-STRENGTHENED GLASS W/ REFLECTIVE

FRIT 30% COVERAGE, 1/2" AIR SPACE, ARGON FILLED, 1/4" CLEAR

HEAT-STRENGTHENED GLASS, (U-FACTOR = 0.35, SHGC = 0.4)

GL-3 1" IGU: 1/4" CLEAR TEMPERED GLASS, 1/2" AIR SPACE, ARGON

FILLED, 1/4" CLEAR TEMPERED GLASS , (U-FACTOR = 0.35, SHGC = 0.4)

GL-4 1" IGU: 1/4" CLEAR TEMPERED GLASS W/ REFLECTIVE FRIT 30%

COVERAGE, 1/2" AIR SPACE, ARGON FILLED, 1/4" CLEAR

TEMPERED GLASS, (U-FACTOR = 0.35, SHGC = 0.4)

GL-5 1/4" TEMPERED GLASS

GL-6 1/2" LAMINATED GLASS W/CLEAR FILM INTERLAYER

GL-7 1/2" LAMINATED GLASS W/AMBER UV BLOCKING FILM INTERLAYER

GL-8 3/4" FIRE-RESISTIVE SAFETY-RATED GLAZING

GL-9 7/8" FIRE-RESISTIVE SAFETY-RATED GLAZING

GL-10 5/16" FIRE-PROTECTIVE SAFETY-RATED GLAZING

GL-11 5/16" FIRE-PROTECTIVE SAFETY-RATED GLAZING W/ AMBER UV

BLOCKING APPLIED FILM

GLAZING LEGEND

CE 0330

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RELEASE APPROVAL:

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CONFIG:

CONTRACT NO.

APPROVED

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CONTRACTOR

RELEASE STATUS:

RELEASE APPROVAL:

PROJ. MGR:

RELEASE APPROVAL:

PROJECT ID

SYSTEM:

DR:

FACILITY:

DES:

OFFICIAL DATE:

SOFTWARE:

SCALE: AS NOTED

AREA:

UNITS:

SIZE BLDG/SYS

SHEET

DISCP

REVISION

OF

CAD DRAWING - DO NOT REVISE MANUALLY

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

JOHN H. GLENN RESEARCH CENTER AT LEWIS FIELD

21000 BROOKPARK ROAD, CLEVELAND, OH 44135

REVISIONS

APPROVAL DATE

DESIGNED CHECKED

DESCRIPTIONCHGNUM APP/DATE

SEQTYP

P R O P E R T Y

O F

U N

IT

E D

S T A T E S

G O V E R N M E N T

F O R

O F F

IC

IA

L

U S E

O N L Y

D o n o t R e m o v e

T h is

N o ti c e P ro p e rl y d e s tr o y d o c u m e n t w h e n n o lo n g e r n e e d e d

VER

DATE:

DATE:

DATE:

DRAWING/DESIGN STATUS:

SUB-SYS:

DRAWING MANAGEMENT

NASA APPROVALS

TEMPLATE DATE: 02/28/2011

A

B

C

D

8 7 6 5 4 3 2

8 7 6 5 4 3 2

E

F

G

H

E

F

G

H

C

D

ISSUED FOR CONSTRUCTION

04/25/2019

COF20552NNC14BA10B

NNC16TA66T

ROSS BARNEY ARCHITECTS

BUILDING 330

AEROSPACE COMMUNICATIONS FACILITY

GENERAL NOTES

1. SEE DRAWING 0330-COF20552-G-001 FOR DRAWING INDEX

Author Designer Checker

Approver

BUILDING ELEVATIONS

A-201

01.15.18 1

ROSS BARNEY ARCHITECTS

1/8" = 1'-0" F8

SOUTH ELEVATION

1/8" = 1'-0" C7

WEST ELEVATION

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