Plans.pdf

MSFC Bid Disk 04-24-2017

NASA

C D E F G

A B

REV. BY DATE REVISION C.I. NO. APPROVED

SUBMITTED:

DESIGNED

DRAWN

CHECKED

SCALE:

REF. NO.

APPROVAL RECOMMENDED:

MSFC-FORM 232 REV. 8-21-89-RCL

NAS8-

SPEC. NO. FAC

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

DATE:

AS22 PROJECT A/E

AS22 SUPPORT A/E

AS22 GROUP LEAD

ELECTRICAL

E L

E C

T R I

C A

L

F E

N C

E

I W

X P

W

E L

E C

T

SS SS SS SS SS SS SS SS

PWPWPWPWPWPWPWPWPW

IW IW IW IW IW IW IW IW

U G

E

UGE

HPGAS

NGASNGAS

N G

A S

I W

S S

S S

NGAS

4.

4.

4.

4.

614.30

EQUIP.BLDG.

EXIST.MECH.

1132E

TOILET

D O

W N

U P

F E

N C

E

(ABANDONED)

12" CHILLED WATER

SS

PWPWPWPW

PW

IW

I W

I W

IWIWIW

S S

S S

SSSSSS

S S

NGASNGASNGASNGAS

C O

M

C O

M

C O

M

C O

M

C O

M C

O M

C O

M

C O

M

C O

M

C O

M

C O

M

1132C

EMER GEN

AS NOTED

LATEST CADD UPDATE:

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

8'4'0 12'

KAYA Associates, Inc.

KAYA Associates,Inc.

NNM11AA36C

TIROS STREET

APOLLO ROAD

GATE

GATE 5'

N.T.S.

KEY PLAN

BUILDING 4708

WORK REQUEST NO. 3527034

C. CAMEALY

B. JANSEN

C1

FAC-KB-4708-C1

REVITALIZE ELECTRICAL SYSTEM

05-23-14

BJJ

C. CAMEALY

10-18-16

2:07 PM

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

Y X W V U T S

EXIST. CONC. RAMP UP

DRIVE

CONC.

EXIST.

TO REMAIN

RAISED SLAB

EXIST. CONC.

(REF.)

R

E F

(TYP.)

BOLLARDS

EXIST.

OF 2

SITE WORK NOTES

TO REMAIN

BOLLARDS

EXISTING

BOLLARD & CASING

REMOVE EXISTING

EXIST. PIT

R. WHITE

BUILDING 4708 - SOUTH EXT.

FAC-M5060

BLOCK HALF-WALL

DEMOLISH EXIST.CONC.

EXISTING CONDITIONS AND

CONC. SLAB DEMO PLAN

EXISTING SITE CONDITIONS, REMOVAL PLAN AND NOTES

1.

2.

3.

4.

5.

6.

OF SILT FENCE.

WADDLES MEETING ALDOT SPECIFICATIONS (2012 ED.) MAY BE USED IN LIEU

SITE FROM EXCAVATIONS OR STOCKPILES. MAINTAIN THROUGHOUT PROJECT.

PLACE SILT FENCE AS NEEDED TO PREVENT EROSION FROM LEAVING THE WORK

MAINTAIN POSITIVE DRAINAGE IN WORK AREA.

TO BE UXO OR CWM ARE ENCOUNTERED, PROCEED AS DIRECTED BY COR.

SUSPECTED IN THE PROPOSED WORK AREA. HOWEVER, IF MATERIALS SUSPECTED

NO UNEXPLODED ORDNANCE (UXO) NOR CHEMICAL WARFARE MATERIAL (CWM) IS

ON THE REDLINE DRAWINGS.

RECORD LOCATIONS OF ALL UTILITY LINES IDENTIFIED DURING WORK ACTIVITIES

UTILITY TO BE RECORDED BY GPS OR TOTAL STATION. THE CONTRACTOR SHALL

WHO WILL ARRANGE FOR THE HORIZONTAL AND VERTICAL LOCATIONS OF THE

WHILE THE EXCAVATION REMAINS OPEN, THE CONTRACTOR SHALL NOTIFY THE COR,

WHEN EXISTING UTILITIES ARE ENCOUNTERED OR NEW UTILITIES INSTALLED,

MODIFICATION WHEN LOCATION CANNOT BE DETERMINED BY OTHER MEANS.

(C) EXCAVATE TO EXPOSE THE LOCATION OF UTILITY REQUIRING CONNECTION OR

(TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES).

IDENTIFY CONFLICTS OF NEW CONSTRUCTION WITH EXISTING UTILITY LINES.

(B) FIELD LOCATE EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS, AND

544-6759 OR (256) 603-7884).

(A) CONTACT NASA AS22 TO OBTAIN A DIG PERMIT, (OSCAR FORD @ (256)

PRIOR TO BEGINNING CONSTRUCTION:

OFFICER'S REPRESENTATIVE (COR) BEFORE PROCEEDING.

WHERE DISCREPANCIES EXIST, CONFIRM COURSE OF ACTION WITH THE CONTRACTING

VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION.

15'-0"

POTABLE WATER

SANITARY SEWER

S T

O R

M

D

A I

N

INDUSTRIAL WATER

MANHOLE

STORM

WATER LINES (12")

ABANDONED CHILLED

JUERGEN HAUKOHL

EL=613.09

E= 401591.76

N=1511504.07

COORDINATES:

NAIL IN PAVEMENT

REFERENCE POINT:"PK"

EL=612.74

E= 401635.43

N=1511499.31

COORDINATES:

"PK" NAIL IN PAVEMENT.

REFERENCE POINT

ENCLOSURE

10' CABLE

REMOVE EXIST.

DEMOLISH AND

SHOWN HATCHED

CONC. SLABS

REMOVE EXISTING

DEMOLISH AND

NOTE: SEE M-2 FOR

HIGH PRESSURE GAS

LINE RELOCATION

S

COMM

UGE UNDERGROUND ELECTRIC LINE

SS

6" SS VC

CHILLED WATER - SUPPLY

CHILLED WATER - RETURN

CHILLED WATER SUPPLY AND RETURN

COMMUNICATIONS DUCT (UNDERGROUND)

CONCRETE PADS AND SIDEWALKS

HPGAS HIGH PRESSURE GAS (3500 PSIG)

POTABLE WATER LINE

EXISTING

LEGEND

6" VITRIFIED CLAY PIPE

SANITARY SEWER LINE,

EDGE OF PAVEMENT (EOP)

6.00"

INDUSTRIAL WATER LINE

PW

STORM DRAIN

IW

SOUTH EXTERIOR

WORK AREA

1132E

E-19

8'4'0 12'

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

BUILDING 4708 - SOUTH EXT.

EXISTING CONDITIONS

SEE MECH FOR PANEL RELOCATION

CHANNEL SUPPORT AS SHOWN

PRESSURE REDUCING PANEL

DEMO PORTION OF EXISTING

YZAAAB

2'-6"

TO REMAIN

PIPE SUPPORTS

FENCE FENCE

HPGAS NITROGEN GAS

ADD ALT 3

(UNLESS OTHERWISE NOTED)

BASE BID

HYDRANT

CWC 11-15-16 REVISED-CONSTRUCTABILITY REVIEW 4680457

NOTE: FOR REFERENCE ONLY; SEE SHEET S2

FOR REMOVAL ITEMS AND SHEET S3

FOR INSTALLATION PLAN

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

REF. NO.

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

AS22 GROUP LEAD

1132E

AS NOTED

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

KAYA Associates, Inc.

NNM11AA36C

TIROS STREET

APOLLO ROAD

GATE

GATE 5'

GATE 5'

X

N.T.S.

KEY PLAN

BUILDING 4708

WORK REQUEST NO. 3527034

C. CAMEALY

B. JANSEN

C2

FAC-KB-4708-C2

REVITALIZE ELECTRICAL SYSTEM

05-23-14

BJJ

C. CAMEALY

12-01-16

2:30 PM

Y X W V U T S

EXIST. CONC. RAMP

UP

DRIVE

CONC.

EXIST.

TO REMAIN

RAISED SLAB

EXIST. CONC.

SLAB ELEVATION.

MATCH EXISTING

CONCRETE SLAB;

NEW REINFORCED

S5

OF 2

SEE ELEC.

NEW CONDUIT RUNS

C2

SCALE: ƒ" = 1'-0" 2'1'0

C2

DOWEL CONN. TO EXIST. SLAB

6" EMBED.

@ 24" O.C. (TYP)

#4 REBAR DOWELS

SLAB

NEW

S5

SUB-BASE

6" COMPACTED

S5

S5

R. WHITE

(TYP.)

WALL

EXIST. 8'-6"

C2

UNKNOWN

THICKNESS

EXIST. SLAB

EA. WAY, TOP & BOTTOM

#4 BARS @ 1'-0" O.C.

SCALE: ƒ" = 1'-0" 2'1'0

ANGLE EDGE GUARD2

C2

YELLOW

SAFETY

ANGLE

PAINT

3" EMBED.

@ 2'-0" O.C.;

MECH. ANCHOR

KWIK BOLT 3

1/2" SS HILTI

S5

SIM

& EXTERIOR

1ST FLOOR

WORK AREA

FAC-M5060

NEW CONC. SLAB PLAN

1ST FLOOR AND EXTERIOR

1'-11"

12'-0"23'-0"8'-0"

10'-0"

3'-0"

3'-10"

14'-0"

1:100 SLOPE

S L

O P E

FOR MECH PIPE SUPPORT

BELOW EDGE OF SLAB

KEEP GRADE 6"

2'-0"

ROUNDED CONC. CAP

BOLLARD DETAIL

NEW CONCRETE

1"

ROUNDED CONCRETE

1/4"

PAVEMENT

ASPHALT

EXISTING

SHALL BE SAFETY YELLOW.

PRIME AND PAINT. COLOR

FILLED WITH CONCRETE.

4" DIA. SCH. 40 STEEL PIPE

C2

C2

4'-0"

TYP

FLOOR ELEVATION

MATCH FINISH

DOWNSPOUT DRAIN

6" PVC PIPE

PVC PIPE CLEANOUT

EXISTING 6"

SCREW COVER

OF SLAB INSTALL FLUSH

CLEANOUT TO SURFACE

RAISE 6" PVC PIPE

SLAB INSTALLATION PLAN, CONDUIT AND BOLLARD LAYOUT, AND DETAILS

KAYA Associates,Inc.

A B

A N

D O

N E

D

C

H I L L E

W

T

B

A N

D O

N E

D

C

H I L L

T

X I

S T

F

N C

12"

L

R

3" CLR.

4-S4 FOR DETAIL

EQUIPMENT PAD. SEE

NEW REINFORCED CONC.

NOT TO SCALE

BOLLARDS (5)

NEW

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

4'2'0 6'

ADD ALT 1&2

CWC 11-15-16 REVISED-CONSTRUCTABILITY REVIEW 4680457

CONDUIT SUPPORTS (TYP)

NEW FOOTINGS FOR

FOR DIM. AND DETAIL

E-46 TRANSFORMER PAD

SEE ELEC. SHEET

COLUMNS (TYP)

EXISTING

S L

O P E

CONTINUOUS

L 6x4x3/8 LLV

BOLLARDS (TYP.)

EXIST. 4" DIA.

EDGE GUARD

NEW ANGLE

BOLLARDS (TYP.)

EXIST. 12" DIA.

EDGE GUARD

NEW ANGLE

IN THE ADDITIVE ALTERNATE

CONDUIT SUPPORTS ARE INCLUDED

NOTE: SEE ELECT. SHEET E21

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\A1.dgn

KAYA Associates, Inc.

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

REF. NO.

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

AS22 TEAM LEAD

3527034

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

BUILDING 4708

NNM11AA36C

FAC-KB-4708

REVITALIZE ELECTRICAL SYSTEM

WORK REQUEST NO.

REVISED-CONSTRUCTABILITY REVIEW 1 11-15-16 4680457

1128A

ELEC.

COMPOSITE LAY-UP

O

W N

U P

ELEV.

E-24

2 3

19'-4"

OPENING

OF NEW

BEGINNING

OPENING

ROUGH

EXISTING

COMPOSITE LAY-UP

O

W N

19'-4"

" 9

6'-0"

6'-4"

TRANSOM BAR

REMOVABLE

PAINTED FINISH

DOOR FRAME (90 MINUTE)

HOLLOW METAL

(90 MINUTE)

PANEL

REMOVABLE

A

3'-0" 3'-0"

6'-0"

PAINTED FINISH

TWO 1-3/4" METAL DOORS

ST

B B

B B

A

TILES

CEILING

WITH TIMER

LIGHT SWITCH

LED FIXTURES

NIGHT LIGHT

FIXTURE

EMERGENCY

S. DeCURTINS

S. DeCURTINS

R. BARTON

OF 2 A1

09-21-16

SHD

1:15 AM S. DeCURTINS

11-30-16

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\A1.dgn

PLANS, NOTES, ELEVATIONS AND SCHEDULES

A2

GENERAL NOTES

INSTALLATION NOTES

DEMOLITION NOTES

DURATION OF THE WORK. COORDINATE WITH THE COR.

MAINTAIN THE BUILDING SECURITY AND WEATHER TIGHTNESS AT ALL TIMES FOR THE 5.

EGRESS WHILE BUILDING IS OCCUPIED, FOR THE DURATION OF THE WORK.

MAINTAIN BUILDING EXITS, IN AREAS AFFECTED BY CONSTRUCTION, FOR BUILDING 4.

TO SIMILAR SITUATIONS THROUGHOUT THE ENTIRE PROJECT.

ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND SHALL APPLY 3.

UNAUTHORIZED ENTRY INTO WORK AREA.

PROVIDE CONSTRUCTION BARRIERS AND SIGNAGE AS REQUIRED TO PREVENT 2.

SPECIFICATIONS AND DRAWINGS AS APPROPRIATE TO PROSECUTE THE WORK.

9-FINISHES AND 10-SPECIALTIES. COORDINATE WITH OTHER DIVISIONS OF THE

PLASTICS AND COMPOSITES, 7-THERMAL AND MOISTURE PROTECTION, 8-OPENINGS,

BUT NOT LIMITED TO THE FOLLOWING DIVISIONS: 4-UNIT MASONRY, 5-METALS, 6-WOOD,

REPAIRS AND CONSTRUCTION (TSRC) AS LISTED IN THE TITLE BLOCK. WORK INCLUDING

FOR ARCHITECTURAL WORK, REFERENCE THE MSFC TECHNICAL SPECIFICATIONS FOR 1.

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

8'4'0 12'

BUILDING 4708 ROOM 1128A

PARTIAL FIRST FLOOR DEMOLITION PLAN

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

8'4'0 12'

BUILDING 4708 ROOM 1128A

PARTIAL FIRST FLOOR INSTALLATION PLAN

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

2'1'0 3'

FRAME ELEVATION

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

2'1'0 3'

DOOR ELEVATION

DOOR SCHEDULE

T H I C

K N

E S

S

C O

N S

T R

U C

T I O

N

F A

C I N

G

I N I S

H

S E

T

H A

R D

W A

R E

F R

A

N O

T Y

P E

D O

R K

1-3/4"

H E

A D

J A

M B

S I L

L

A HW-1

DOOR CONSTRUCTION

DOOR SCHEDULE NOTES:

W A

H I C

K N

E S

S

FACING AND FINISH

6'-0" X 7'-0" PM1

G L

A Z I N

HARDWARE SCHEDULE

HW-1

N/A -- -- -- 11-1/4"

NEW DOORS SHALL BE PRE-MACHINED FOR HARDWARE. 1.

M - METAL, 90 MINUTE RATING

P - PAINTED

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

8'4'0 12'

BUILDING 4708

ROOM 1128A

REFLECTED CEILING PLAN

ASBESTOS WARNING

HOURS.

FROM THE COR FOR WORK TO BE DONE DURING NORMAL

AFTER HOURS UNLESS APPROVAL HAS BEEN OBTAINED

PERFORMING THIS WORK AND THE WORK SHALL BE DONE

A UTILITY OUTAGE SHALL BE OBTAINED PRIOR TO B.

REGULATIONS.

29 CFR 1926.1101 (G)(8)(I) AND OTHER APPLICABLE

AND MASTIC SHALL BE REMOVED IN ACCORDANCE WITH

ASBESTOS-CONTAINING FLOOR TILE, SHEET FLOORING A.

REMOVAL OF ASBESTOS-CONTAINING FLOOR TILE

KEY PLAN

N.T.S.

BUILDING 4708

ROOM 1128A

AREA OF WORK

WERE REMOVED.

PATCH AND REPAIR EXISTING SOUTH WALL PENETRATION WHERE MECHANICAL ELEMENTS 6.

CONSTRUCTION. MATCH EXISTING CEILING GRID AND CEILING TILES.

REPLACE PORTION OF CEILING GRID AND CEILING TILES DAMAGED DURING 5.

CONSOLIDECK CONCRETE PROTECTOR OR EQUAL.

CLEAN WITH PROSOCO CONSOLIDECK FLOOR RESTORER OR EQUAL. SEAL WITH PROSOCO

CLEAN AND PREPARE CONCRETE SLAB FOR SEALER WHERE FLOOR TILE WAS REMOVED. 4.

EQUIVALENT TO UL DESIGN NO. U424. MATCH EXISTING WALL FINISHES.

FILL IN BETWEEN NEW DOOR FRAME AND EXISTING WALL WITH 2 HOUR METAL STUD WALL 3.

DOORS IN THE AREA IN COLOR AND FINISH.

COLOR AND FINISH. PAINT DOORS AND METAL TRANSOM PANEL TO MATCH OTHER EXTERIOR

RATING. PAINT DOOR FRAME TO MATCH OTHER EXTERIOR DOOR FRAMES IN THE AREA IN

REMOVABLE METAL PANEL, ALL OF WHICH SHALL MAINTAIN A MINIMUM 90 MINUTE FIRE

ACCOMMODATE TWO 3'-0"W X 7'-0"H METAL DOORS, REMOVABLE TRANSOM BAR AND 2'-0"H

INSTALL NEW HOLLOW METAL DOOR FRAME WITH TRANSOM. NEW DOOR FRAME SHALL 2.

PAINT NEW CONCRETE BLOCK TO MATCH ADJACENT CONCRETE BLOCK IN COLOR AND FINISH.

CONCRETE BLOCK TO MATCH EXISTING AND SEAL TO MAINTAIN 2 HOUR FIRE RATING.

FILL IN OPENING WHERE DOOR AND FRAME WERE REMOVED. FILL IN WITH NEW 1.

DOOR SIZE

NEW DOUBLE DOORS TO HAVE

REMOVE EXISTING ASBESTOS CONTAINING FLOOR TILES AND MASTIC BELOW.4.

WINDOW AND EXTEND TO THE WEST.

FRAME WITH REMOVABLE TRANSOM BAR. NEW OPENING SHALL BEGIN AT EAST SIDE OF

OPENING. FULL OPENING SHALL ACCOMMODATE A 6'-4"W X 9'-4"H HOLLOW METAL DOOR

METAL LATH, PLASTER AND CORRUGATED ASBESTOS SIDING TO ACCOMMODATE A 9'-4" HIGH

WAS REMOVED TO ACCOMMODATE A 6'-4" WIDE OPENING AND REMOVE PORTION OF EXISTING

REMOVE PORTION OF EXISTING EXTERIOR CONCRETE BLOCK WALL BELOW WHERE WINDOW 3.

REMOVE EXISTING WINDOW AND FRAME, EXITING LINTEL TO REMAIN.2.

REMOVE EXISTING DOOR AND DOOR FRAME.1.

(UNLESS OTHERWISE NOTED)

BASE BID

KICK PLATE, ALUMINUM2 EA.

SILENCERS1 SET

TRIMCO, 3825L X 3825L AUTOMATIC FLUSH BOLTS (INACTIVE LEAF)1 PR.

CLOSER, SARGENT 1431 UO EN (ACTIVE LEAF)1 EA.

BUTTS, MCKINNEY TB 2314, 4-1/2 X 4-1/2 X 26D2-1/2 PR.

4.5 X 4.5 WITH 4' LEAD-26D (ACTIVE LEAF)

6 WIRE POWER TRANSFER HINGE, COMMAND ACCESS MODEL ETM6W1 EA.

SARGENT 12VDC-RX8271-LW1L-26D (ACTIVE LEAF)1 EA.

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\A2.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

EQUIP.

B31

B28A

B32-1

B32-2

B32-3

E-27

E-26

B

B B30

B30A

B31

B28A

B32-1

B32-2

B32-3

E-27

E-26

B

B

B30

B30A

1132B

COMPOSITE DRILLING

1132C

FENCE

WIRE MESH

1132D

P

D O

W N

EMER GEN

S. DeCURTINS

S. DeCURTINS

R. BARTON

OF 2 A2

10-25-16

SHD

2:00 PM S. DeCURTINS

11-01-16

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\A2.dgn

PLANS AND NOTES

A2

INSTALLATION NOTES #

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

8'4'0 12'

BUILDING 4708 ROOM B30

PARTIAL BASEMENT DEMOLITION PLAN

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

8'4'0 12'

BUILDING 4708 ROOM B30

PARTIAL BASEMENT INSTALLATION PLAN

#DEMOLITION NOTES

REMOVE EXISTING GYPSUM BOARD WALL, DOOR AND DOOR FRAME.1.

GENERAL NOTES

WALL PENETRATION INFILL NOTES

C-BJ-0009UP TO 40" MAXIMUM DIMENSION:

C-AJ-0116UP TO 36" MAXIMUM DIMENSION:

W-J-0006UP TO 30" MAXIMUM DIMENSION:

C-AJ-0015UP TO 24" MAXIMUM DIMENSION:

W-J-0001UP TO 16" MAXIMUM DIMENSION:

C-AJ-0011UP TO 24" DIAMETER:

C-AJ-0040UP TO 15" DIAMETER:

C-AJ-0032UP TO 8" DIAMETER:

C-AJ-0047UP TO 6" DIAMETER:

C-AJ-0101UP TO 4" DIAMETER:

W-J-0017UP TO 2" DIAMETER:

XHEZ THROUGH-PENETRATION FIRESTOP SYSTEMS-

PENETRATION INFILL:

THE FOLLOWING UL FIRE RESISTANCE DIRECTORY SECTIONS SHALL BE USED FOR

CONCRETE BLOCK FIRE RATING - IBC 2012 TABLE 722.3.2

SCALE: NOT TO SCALE

KEY PLAN

N.T.S.

BUILDING 4708

ROOM B30

AREA OF WORK

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

8'4'0 12'

BUILDING 4708 ROOM 1132C

PARTIAL FIRST FLOOR INSTALLATION PLAN

KEY PLAN

N.T.S.

BUILDING 4708

ROOM 1132C

AREA OF WORK

ROOM 1132C. VERIFY AND MATCH EXISTING CONSTRUCTION.

PATCH AND REPAIR ROOF PENETRATION WHERE MECHANICAL ELEMENTS WERE REMOVED, 4.

REMOVED, ROOM 1132C. VERIFY AND MATCH EXISTING CONSTRUCTION.

PATCH AND REPAIR EAST WALL PENETRATION WHERE MECHANICAL ELEMENTS WERE 3.

ROOM B30. VERIFY AND MATCH EXISTING CONSTRUCTION.

PATCH AND REPAIR WALL PENETRATION WHERE MECHANICAL ELEMENTS WERE REMOVED, 2.

WAS REMOVED, ROOM B30. VERIFY AND MATCH EXISTING CONSTRUCTION.

PATCH AND REPAIR EXISTING FLOOR, NORTH AND SOUTH WALLS WHERE EXISTING WALL 1.

(UNLESS OTHERWISE NOTED)

BASE BID

ADD ALT 3

TYPE IN THE AREA.

ELECTRICAL ELEMENTS SHALL BE PATCHED AND REPAIRED MATCHING EXISTING CONSTRUCTION

ALL WALL AND ROOF PENETRATIONS OPENINGS CREATED BY REMOVAL OF MECHANICAL AND 3.

PENETRATION INFILL NOTES, SHEET A2).

BE FILLED USING UL XHEZ THROUGH-PENETRATION FIRESTOP SYSTEMS (SEE WALL

PENETRANTS, OTHER PENETRATIONS CREATED DURING CONSTRUCTION. PENETRATIONS SHALL

CABLE TRAYS, MISCELLANEOUS ELECTRICAL PENETRANTS, MISCELLANEOUS MECHANICAL

ALL WALL PENETRATIONS CAUSED BY REMOVAL OF PIPING, CONDUIT, TUBING, CABLE, 2.

CONCRETE BLOCK FIRE RATING, SHEET A2).

REPAIRS SHALL MAINTAIN THE EXISTING FIRE RATING. IBC 2012 TABLE 722.3.2 (SEE

WHERE PENETRATIONS ARE REMOVED FROM EXISTING FIRE RATED WALLS AND CEILINGS, 1.

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S1.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

C. CAMEALY

C. CAMEALY

R. WHITE

OF 5 S1

CWC

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S1.dgn

STRUCTURAL NOTES AND ABBREVIATIONS

S1

GENERAL NOTES

10-12-16

CWC

8:00 AM C. CAMEALY

12-01-16

(UNLESS OTHERWISE NOTED)

BASE BID

INSTITUTE

AMERICAN CONCRETE INSTITUTEACI

AISI AMERICAN IRON AND STEEL

CONNECTIONS

CENTERLINE

ARCHITECT, ARCHITECTURAL

MATERIALS

AMERICAN WELDING SOCIETY

CONCRETE

DEMOLITION

DIAMETER

DIMENSION(S)

ELECTRICAL

EQUIPMENT

EXISTING

GAGE/GAUGE

HORIZONTAL

HOLLOW STRUCTURAL SECTION

KIPS PER SQUARE INCH

MANUFACTURER

MECHANICAL

NUMBER

STAINLESS STEEL

STEEL

TYPICAL

REVISION

WELDED WIRE REINFORCEMENTWWR

REV

TYP

STL

SS

NO

MECH

MFR

KSI

HSS

HORIZ

GA

EXIST

EQUIP

ELEC

DIM

DIA

DEMO

CONN

CONC

CL

AWS

ASTM

ARCH

ABBREVIATIONS

(REF.: SHERWIN-WILLIAMS COLOR NO. "SW-4031").

EXCEPT AS NOTED, THE FINISH COLOR FOR STRUCTURAL STEEL IS "STRUCTURAL GRAY" 16.

SECTION 09 90 00, 3.5.B.

ALL GALVANIZED STEEL TO BE PAINTED SHALL BE PRIME COATED AND FINISH COATED PER15.

SECTION 09 90 00, 3.5.D.

ALL NON-GALVANIZED EXTERIOR STEEL SHALL BE PRIME COATED AND FINISH COATED PER14.

AND VENT HOLES.

SHALL BE DRILLED AT THEIR BASES OR LOW POINTS TO PROVIDE 1/4"-DIAMETER WEEP

PLATES, WITH A 1/8" FILLET SEAL-WELD ALL AROUND, AND UNLESS OTHERWISE NOTED,

ALL TUBE STEEL SECTIONS SHALL THEIR HAVE OPEN ENDS CAPPED WITH 3/16" STEEL 13.

A 500, GRADE B, FOR TUBE STEEL.

SHALL CONFORM TO ASTM A 53, TYPE E OR TYPE S, GRADE B, FOR PIPE, AND TO ASTM

ASTM A 36, FOR CARBON STRUCTURAL STEEL. STEEL HOLLOW STRUCTURAL SECTIONS

UNLESS NOTED OTHERWISE, ALL STEEL PLATE, BAR, AND SHAPES SHALL CONFORM TO 12.

UNLESS NOTED OTHERWISE, THE MINIMUM PERMITTED FILLET WELD SIZE IS 3/16".

TO AWS D1.1-08 AND D1.3-08, AND TO AWS WZC D19.0-72 FOR ZINC-COATED STEELS.

ALL SHOP AND FIELD WELDING METHODS AND PROCEDURES FOR STEEL SHALL CONFORM 11.

NEW CONCRETE.

IN THE NEW PAD LOCATION. COMPACT EXISTING GRAVEL SUBBASE PRIOR TO PLACEMENT OF

WHEN POURING A PAD IN AN ASPHALT PAVED AREA, SAWCUT AND REMOVE THE ASPHALT 10.

INTO NEW SLAB, TERMINATING 2" BELOW TOP.

MINIMUM OF FOUR DOWELS, EPOXIED A MINIMUM OF 3" INTO EXISTING CONCRETE EXTENDING

ON 24-INCH CENTERS (MAXIMUM) TO ANCHOR THE NEW PAD TO THE EXISTING SLAB. USE A

SLAB TO IMPROVE BONDING WITH THE NEW CONCRETE. PROVIDE 1/2-INCH REBAR DOWELS

WHEN POURING A PAD ON AN EXISTING CONCRETE SLAB, ROUGHEN THE SURFACE OF THE 9.

THE EQUIPMENT, UNLESS OTHERWISE NOTED.

FLOOR, AND SHALL BE SIZED TO PROVIDE A MINIMUM 6-INCH CLEAR MARGIN ALL AROUND

EQUIPMENT PADS SHALL HAVE A MINIMUM HEIGHT OF 4 INCHES ABOVE GRADE OR FINISHED 8.

316 STAINLESS STEEL, OF THE SIZES AND TYPES INDICATED IN THE DRAWINGS.

ALL EMBEDDED MECHANICAL OR EPOXY-SET ANCHOR BOLTS SHALL BE OF TYPE 304 OR TYPE 7.

SHALL HAVE A 3/4" CHAMFER.

UNLESS NOTED OTHERWISE, EXPOSED CORNERS AND EDGES OF ALL CONCRETE CONSTRUCTION 6.

CONCRETE REINFORCING BAR SHALL BE DEFORMED BAR CONFORMING TO ASTM A615-GR. 60.5.

AND HARDENER ADDITIVES.

ALL STRUCTURAL CONCRETE SHALL BE FREE OF WASHED RIVER GRAVEL, PEA GRAVEL, FLINT, 4.

BY THE COR.

NO CONCRETE ADMIXTURES CONTAINING CHLORIDES WILL BE ALLOWED WITHOUT PRIOR APPROVAL 3.

FOR STRUCTURAL CONCRETE IS 4000 psi.

UNLESS NOTED OTHERWISE, THE MINIMUM PERMITTED CONCRETE 28-DAY ULTIMATE STRENGTH 2.

ACTION, BEFORE PROCEEDING FURTHER.

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONFIRM THE PROPER COURSE OF

CONTRACT DOCUMENTS AND THE OBSERVED SITE CONDITIONS, HE SHALL IMMEDIATELY CONTACT

AND TO VERIFY FIELD AND REFERENCE DIMENSIONS. WHEN DISCREPANCIES EXIST BETWEEN THE

FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS PRESENT IN AND AROUND THE WORK AREA, PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL VISIT THE WORK SITE TO 1.

AMERICAN SOCIETY FOR TESTING

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S2.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

C. CAMEALY

KEY PLAN

NOT TO SCALE

OF 5 S2

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S2.dgn

SLAB DEMOLITION PLANS

S2

10-11-16

CWC

8:30 AM C. CAMEALY

12-01-16

X W

1.4

B30C

MECHANICAL ROOM

E-3

B27E

OFFICE

8'4'0 12'

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

BUILDING 4708 - BASEMENT, B30C

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

8'4'0 12'

(REF.)

R

E F

(REF.) (REF.)

R

E F

Z

AAAB

EXISTING SLAB

SW CORNER EQUIP. SLAB DEMO PLAN

U T

(SEE ARCH.)

NEW DOOR

1128A

ELEC.

E-24

8'4'0 12'

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

BUILDING 4708

TIROS STREET

APOLLO ROAD

GATE

GATE 5'

47081128A

WORK AREA

BASEMENT-B30C

WORK AREA

(OUTSIDE)

SW CORNER

WORK AREA

(UNLESS OTHERWISE NOTED)

BASE BID

1132C

E-15

EMER GEN

50'-0" 12'-0"8'-0"

FINISH FLOOR ELEVATION

PADS SHOWN HATCHED TO

REMOVE EXISTING CONC.

SHOWN HATCHED

CONC. PAD

REMOVE EXISTING

CONC. PADS DEMO PLAN CONC. PADS DEMO PLAN

CROSS-HATCHED

PADS SHOWN

DEMOLISH CONC.

SHALL REMAIN

CONC. PAD

ADD ALT 3

RAISED CONCRETE PEDESTALS

NOTE: REMOVAL OF EXISTING

EXISTING PEDESTAL MAX SIZE IS 1'-0"x6"x4"

SLAB PRIOR TO POURING NEW SLAB (TYP.)

TO BE SAWCUT FLUSH WITH EXISTING

EXISTING RAISED CONCRETE SECTIONS

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S3.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

MECH RM

1132C

1132D

EMER GEN

C. CAMEALY

C. CAMEALY

OF 5 S3

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S3.dgn

EQUIPMENT SLABS INSTALLATION PLAN

S3

08-28-14

CWC

9:00 AM C. CAMEALY

11-09-16

INSTALLATION PLAN

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

4'2'0 6'

U T

ROOM 1128A - NEW PADS

2'-0"

8'-6"

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

4'2'0 6'

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

4'2'0 6'

ROOM B18C - NEW SLAB

INSTALLATION PLAN

ROOM B30 - NEW SLAB

INSTALLATION PLAN

EQUIP.

E-27

B31

B30

B30A

EQUIP.

B28A

ELEC/UPS

B18C

U

5.6

T

1.6

W V

8'-6"

8'-6"

PAD

CONCRETE EQUIPMENT

NEW REINFORCED

MECHANICAL ROOM

B30C

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

4'2'0 6'

3'-0" 8'-6"

X W

1.4

BE REMOVED (SEE ARCH)

EXISTING DOOR SHALL

BE REMOVED (SEE ARCH)

EXISTING WALL SHALL

ELECTRICAL PANELS

FROM ALL EXISTING

ENSURE 4'-0" CLEARANCE

(SEE ARCH)

NEW DOOR

BUILDING 4708 - BASEMENT, B30C

2'-0"

3'-6"

2'-0"

S4

S4

SLAB DETAIL

SEE 4/S4 FOR DOWELED

S4

TIROS STREET

APOLLO ROAD

GATE

GATE 5'

N.T.S.

KEY PLAN

47081128A

WORK AREA

BASEMENT-B30C

WORK AREA

(OUTSIDE)

SW CORNER

WORK AREA

(UNLESS OTHERWISE NOTED)

BASE BID

U

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

8'4'0 12'

27'-3"

2'-0"

Z

AAAB

EXISTING SLAB

ADD ALT 3

NEW CONC. PAD PLAN

EXISTING PAD

SEE ELEC.

EQUIPMENT OUTLINE

APROX. NEW

SEE ELEC.

EQUIPMENT OUTLINE

APROX. NEW

NEW SW CORNER EQUIP. PAD PLAN

PADS

NEW EQUIPMENT

PAD

NEW EQUIPMENT

SEE ELEC.

EQUIP. OUTLINE

APROX. NEW

SEE ELEC.

EQUIPMENT OUTLINES

APPROX. NEW

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S4.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

X X X X X X X X X X X X X X

C. CAMEALY

C. CAMEALY

OF 5 S4

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S4.dgn

DOOR FRAME PLAN AND ELEVATION, SECTION AND DETAILS

S4

10-23-14

CWC

9:45 AM C. CAMEALY

12-01-16

WINDOW (SEE ARCH)

DEMO EXISTING

F.F. ELEV: 614'-0"

SLAB

FOUNDATION WALL AND

EXISTING CONCRETE

H S

S x x

H S

S x x

HSS 8x4x1/2

TIROS STREET

APOLLO ROAD

GATE

GATE 5'

N.T.S.

KEY PLAN

& ROOM 1128A

SOUTH EXT.

WORK AREA

REINFORCED CONCRETE WALL

SAWCUT EXISTING 8" THICK

THICK CONCRETE WALL

REMOVE EXISTING 8"

WALL

CONCRETE

EXISTING

STEEL PLATE

NEW 1/2"

3/16"

TYP

ACCESS HOLE

HSS OUTER WALL

HSS 8x4x1/2

3/16"

TYP

3/16"

TYP

EXPANSION ANCHOR (TYP)

3/4" KWIK BOLT-3 SS

SCALE: 1" = 1'-0"

1'0 2'

S4

IN THIS VIEW FOR CLARITY

NOTE: DOOR NOT SHOWN

S4

SCALE: 1•" = 1'-0"

6"0 1'

S4

BASE PLATE DETAIL (TYP)

SCALE: 3" = 1'-0"

6"4"0 2" 8"

S4

COLUMN ANCHOR DETAIL

WALL

CONCRETE

EXISTING

DOOR FRAME ELEV. VIEW

W/ 5" EMBEDMENT DEPTH

SS EXPANSION ANCHOR

3/4" KWIK BOLT-3

S4

13/16"

SCALE: 1" = 1'-0"

1'0 2'

S4

1 CONDUIT SLAB PENETRATION DETAIL

STEEL BOLTS

(6) NEW 1/2"

PLATE

1/4" STEEL

CONCRETE PAN JOISTS

EXISTING 12" DEEP

IN CONCRETE

SAWCUT OPENING

SCALE: 1•" = 1'-0"

6"0 1'

PENETRATION SECTION VIEW

PLATE

STEEL

CONDUITS

ELEC.

S4

EDGES 1/2"

PLATE AS SHOWN. RADIUS

CUT OPENING IN STEEL

1'-8"

ALL DIMENSIONS

NOTE: FIELD VERIFY

S4

3/4" CHAMFER-TYP.

S4

PLAN

S4

(TYP)

#4 REBAR DOWELS

SEE ELEC.

NEW EQUIPMENT

WWR

6x6 W2.0xW2.0

CONCRETE

EXISTING

T Y

P

T Y

P

TYP. TYP.

SEE PLANS FOR SIZE

S

A

S

Z E

SCALE: •" = 1'=0"

2'1'0 3'

(UNLESS OTHERWISE NOTED)

BASE BID

4•"

1'-3"

8"

2'-1"

6" 2'-0"

4"

2"

7'-0"

(SEE E-21)

ELEC. CONDUITS

(8) 4" DIA.

SLOT FOR ANCHOR BOLT

HSS INNER WALL SHORT

SECTION

CONCRETE

EXISTING

TYP. DOWELLED PAD DETAIL

NEW DOWELED PADS

NOTE: SEE S-3 FOR

SIDES OF DOOR FRAME)

MOMENT CONN. (TYP BOTH

STRUCTURAL FRAME.

ATTACH GIRT TO

AND ASSOCIATED RODS

GIRT AS SHOWN

CUT EXISTING

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S5.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

C. CAMEALY

OF 5 S5

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\S5.dgn

WALL PENETRATION AND CONDUIT SUPPORT DETAILS

S5

10-23-14

CWC

10:00 AM C. CAMEALY

12-01-16

SECTION4

S5

(TYP)

L4x4x1/4"

SCALE: 1" = 1'-0"

1'0 2'

S5

SCALE: 1" = 1'-0"

1'0 2'

S5

BLOCK WALL SECTION

O P

E N I

N G

(OPENING)

CONDUITS

NEW (22) 4"

PENETRATION

AROUND NEW PIPE

NEW 1/2" STL PLATE

(TYP.) REF.

3 CONDUIT SUPPORT SECTION

H S

S x x

TYP. HORIZ.

HSS 5x4x1/4

CHANNEL

P1000 UNISTRUT

H S

S x x

SCALE: •" = 1'=0"

2'1'0 3'

BASE PLATE LAYOUT6

S5

12'-0"23'-0"

T Y

P

TYP.

HSS 5x4x1/4

(TYP.)

HSS 4x4x1/4

EXIST. SLAB

SLAB

NEW

TYP. HORIZ.

HSS 4x4x1/4

S5

SCALE: 1" = 1'-0"

1'0 2'

SCALE: •" = 1'=0"

2'1'0 3'

SCALE: 1" = 1'-0"

1'0 2'

WALL PENETRATION ELEVATION (TYP)

W/ 5" EMBEDMENT

MECH. ANCHORS

KWIK BOLT 3

3/4" SS HILTI

W/ 5" EMBEDMENT

MECH. ANCHORS

KWIK BOLT 3

3/4" SS HILTI

VERTICAL

FOR THE HSS IS

NOTE: THE 5" DIM.

3/16"

TYP

3/16"

TYP

3/16"

TYP

3/16"

TYP

BOLTS (TYP)

(2) 1/2" SS

PLATE

1/2" STL.

S5

S5

LOCATIONS

SEE C2 FOR

LOCATIONS

SEE C2 FOR

TYP.

CONDUIT CLAMP

P1121 UNISTRUT

PARTIAL SIDE VIEW

CHANNELS - TYP.

P1001 UNISTRUT

H S

S x x

H S

S x x

S5

GRADE

EXIST.

MATCH

N O

T

X

I

G

V A

R I

E S

CONDUIT SUPPORT DETAIL (TYP)

SCALE: 1" = 1'-0"

1'0 2'

S5

LOCATIONS

SEE C2 FOR

3'-10"

2'-0"

6"

1'-3"

8"

4'-0"

2'-9"

(UNLESS OTHERWISE NOTED)

BASE BID

3'-0"

WASHERS

MATCHING NUTS AND LOCK

@ 1'-6" SPACING WITH

(3) 1/2" SS BOLTS

S5

SIM

2'-10"

NUTS AND LOCK WASHERS

BOLTS WITH MATCHING

(7) 1/2" SS

CONDUITS (TYP)

CL ELEC.

BOLTS (TYP)

ANGLES (TYP)

NEW

BEYOND

HSS 4x4x‚"

CHANNELS - TYP.

P1001 UNISTRUT

CONDUITS (TYP)

NEW 4"

BEAMS

TO CONNECT TO HSS

USE 1/2" SS BOLTS

TO SUPPORT CONDUIT.

P1000 UNISTRUT

7'-0"

SPACING (TYP)

S5

1†"

CONDUIT SUPPORT PARTIAL ELEVATION7

S5

PL 1/2x10x10"

10"

TYP

T Y

P

T Y

P

S5

SIM

WASHERS (TYP)

SS BOLTS WITH MATCHING NUTS AND

FITTING; ATTACH WITH 1/2" DIA.

M I

N

CHANNELS - TYP.

P1001 UNISTRUT

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\p1.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

G. BATCHELOR

OF 3 P1

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\p1.dgn

P1

09-26-16

GAB G. BATCHELOR

DIA DIAMETER

DEMOLITION NOTE IDENTIFICATION

INSTALLATION NOTE IDENTIFICATION

INDICATES EXISTING ITEM

REMOVE TO THIS POINT

CONNECT NEW TO EXISTING

XXX

DIRECTION OF FLOW

PIPE TURNING UP

PIPE TURNING DOWN

ROOM NUMBER IDENTIFICATION

PIPING

GENERAL NOTES

GENERAL

PIPING

VALVES AND ACCESSORIES

INDICATES NEW ITEM/WORK

INDICATES TO BE DEMOLISHED

DUCTWORK

MITERED ELBOW

DUCTWORK

LEGEND

DFS DIESEL FUEL SUPPLY

10-11-16

TYP TYPICAL

MIN MINIMUM

POUNDS PER SQUARE INCHPSI

GN2 NITROGEN

09:00 AM

APPROX APPROXIMATE

PRIOR TO ANY WORK BEING PERFORMED.

COORDINATE BUILDING GN2 OUTAGE WITH TERRELL PARKER/AS24 AT (256) 544-2977 8.

INSTALLATIONS.

EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM INTERFERENCE WITH OTHER

OR REPLACEMENT OF EQUIPMENT CONNECTIONS. AS MUCH AS PRACTICAL, CONNECT

INSTALL PLUMBING EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR 7.

NOTED.

SHALL BE PERFORMED IN THE PRESENCE OF A GOVERNMENT INSPECTOR UNLESS OTHERWISE

BY CODE AND THE REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES. REQUIRED TESTS

THE CONTRACTOR SHALL PERFORM TESTS FOR ACCEPTANCE AND APPROVAL AS REQUIRED 6.

AND ASTM.

MATERIALS AND EQUIPMENT SHALL HAVE APPLICABLE STAMPS OR SEALS OF ASME, U.L. 5.

REGULATORY BODIES HAVING JURISDICTION OVER THE CLASS OF WORK.

THIS PROJECT SHALL CONFORM TO APPLICABLE ASHRAE, AND IBC STANDARDS AND OTHER 4.

CALLED OUT.

INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT SPECIFICALLY

LABOR, MATERIAL, TOOLS AND EQUIPMENT FOR A COMPLETE AND FUNCTIONAL SYSTEM

THE CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SYSTEM TO INCLUDE ALL 3.

MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

INSTALL ALL EQUIPMENT AND COMPONENTS PER THE REFERENCED SPECIFICATIONS AND 2.

RESPECTIVE PLUMBING DRAWINGS.

THIS SET. NOTES SPECIFIC TO INDIVIDUAL PLUMBING DRAWINGS WILL BE SHOWN ON THE

GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH PLUMBING DRAWING OF 1.

GENERAL NOTES AND LEGENDS

C. SYLVESTER

DFR DIESEL FUEL RETURN

RFS RADIATOR FLUID SUPPLY

RFR RADIATOR FLUID RETURN

B. LUCAS

CHANGE IN DIRECTION

PIPE TURNING DOWN WITH

CDS

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\p2.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

U V W X

1.4

1.6

MEN

OFFICE

B30C

B29

B31

B28A B28

B

B

B30

B30A

1132E

1132C

Z AA AB

U P

B30

B30A

OF 3 P2

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\p2.dgn

P2

09-27-16

GAB G. BATCHELOR

KEY PLAN

NOT TO SCALE

WORK AREA

BASEMENT

BASE BID

(UNLESS OTHERWISE NOTED)

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

8'4'0 12'

8'4'0 12'

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

BASEMENT DEMOLITION PLAN

EXTERIOR - SOUTH SIDE DEMOLITION PLAN

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

8'4'0 12'

4708-GEN0001

4708-TANK0001

10-14-16

U V T S

09:00 AM

6" RFS/RFR

1" DFS/DFR

DEMOLITION PLANS AND NOTES

C. SYLVESTER

(5000 PSI)

2" GN2,

WORK AREA

GENERATOR

EMERGENCY

SIDE WORK AREA

EXTERIOR-SOUTH

DEMOLITION NOTES

B. LUCAS

HANGERS AND SUPPORTS TO 4708-GEN0001.

DEMOLISH GENERATOR REMOTE RADIATOR, ASSOCIATED PIPING, AND ASSOCIATED 9.

4708-TANK0001.

DEMOLISH TANK CAPACITY GAUGE IN ROOM 1132C AND ASSOCIATED 1/4" TUBING TO 8.

TO 4708-TANK0001.

DEMOLISH 1/4" TANK LEAK ALARM TUBING FROM THE TANK LEAK ALARM IN ROOM 1132C 7.

HANGERS AND SUPPORTS. CAP OPENINGS ON 4708-TANK0001.

DEMOLISH DIESEL PIPING FROM 4708-TANK0001 TO 4708-GEN0001, AND ASSOCIATED 6.

4708-TANK0001.

REMAIN IN PLACE. CONTACT URS TECHNICAL SERVICES TO DRAIN DIESEL FUEL FROM

4708-TANK0001 (DIESEL FUEL ABOVE GROUND STORAGE TANK) SHALL BE SALVAGED AND 5.

DEMOLISH 24"X6" DUCTWORK AND ASSOCIATED HANGERS AND SUPPORTS.4.

RECONNECTED BY OTHERS. COORDINATE WITH TERRELL PARKER/AS24.

PRESSURE REDUCING PANEL AND STAINLESS STEEL TUBING SHALL BE RELOCATED AND 3.

PARKER/AS24.

VALVE SHALL BE SALVAGED AND TURNED OVER TO AS24. COORDINATE WITH TERRELL 2.

FLANGE CONNECTION TO FLANGE CONNECTION.

DEMOLISH 2" GN2 (5000 PSI) PIPING AND ASSOCIATED HANGERS AND SUPPORTS FROM 1.

CDS

EMERGENCY GENERATOR DEMOLITION PLAN ADD ALT 3

DEMOLITION NOTES

ADD ALT 3

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\p3.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

OF 3 P3

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\p3.dgn

P3

09-27-16

GAB G. BATCHELOR

1'-0"

NECK FLANGE

XXS WELD

2" SCHEDULE

XXS TEE

2" SCHEDULE

BASE BID

(UNLESS OTHERWISE NOTED)

NOT TO SCALE

TYPICAL PIPE WELDMENT DETAIL

P3

PIPE SPOOL DETAIL

NOT TO SCALE

SOUTH ELEVATION

NOT TO SCALE

1/16"

(+/- 1/32")

SLAB

CONCRETE

GRADE

SIDE VIEW

1"

ISOLATOR

1/4" THICK PIPE

STEEL ANGLE

2"x2"x1/4"

3"

NOT TO SCALE

PIPE SUPPORT DETAIL

SLAB

CONCRETE

EXTENDED

P3

8'4'0 12'

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

EXTERIOR - SOUTH SIDE INSTALLATION PLAN

KEY PLAN

NOT TO SCALE

INSTALLATION NOTES #

10-11-16

U V T S

DEPTH

ANCHOR AT 3"

1/2" MECHANICAL

BLIND FLANGE

1'-0"

PLAN VIEW

PIPE, TYP

2" SCHEDULE XXS

09:00 AM

INSTALLATION PLAN, DETAILS, AND NOTES

C. SYLVESTER

(5000 PSI)

2" GN2

DETAIL

WELDMENT

TYP, SEE

P R

O X

P R

O X

18' APPROX

P R

O X

STUD WITH NUTS

1" DIA x 8" LONG

3/8" U-BOLT

SIDE WORK AREA

EXTERIOR-SOUTH

B. LUCAS

° 37.5°

1"

N

FRONT VIEW

ELBOW, TYP

2" SCHEDULE XXS

TYP

7/16" HOLE,

TYP

9/16" HOLE,

CDS

OTHERS. COORDINATE WITH TERRELL PARKER/AS24.

PROPOSED LOCATION OF RELOCATED PRESSURE REDUCING PANEL. WORK PERFORMED BY 2.

PROVIDE SPOOL PIECE.1.

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e1.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

M

ABBREVIATIONSSYMBOL LIST

M

J

VFD

CB

T

WH

SSPB

Y

W/

W

VFD

VAC

V

TYP

XFMR

THRU

TEMP

SWBD

SW

SCHED

RM

RL

R

RECEPT

PVC

PLT

PNL

PB

PH

P

NO

N/A

NL

NEMA

NEC

MCP

MCC

MTS

MTR

MECH

MFR

MCB

LTG

LT

KW

KVA

K

JB

JAN

HP

HZ

HTR

HOA

GND,G

GFCI

GEN

FS

FLA

FIXT

EX

EQU,EQUIP

ELEV

EMT

EAF

EF

EMER,EM

ELEC

DXAC

DWG

DISC

CT

CPT

CORR

COR

CONT

CONF

C

CMU

COL

CKT

CB

COSS

CEIL

BKR

AFF

A/C

AWG

AUX

AT

APSI

AF

AIC

A,AMPS

SSPB

WYE CONNECTION

WITH

WIRE

VARIABLE FREQUENCY DRIVE

VOLTS ALTERNATING CURRENT

VOLT

TYPICAL

TRANSFORMER

THROUGH

TEMPERATURE

SWITCHBOARD

SWITCH

SCHEDULE

ROOM

RELOCATE

REMOVE

RECEPTACLE

POLY-VINYL CHLORIDE

PILOT

PANEL

PUSH BUTTON

PHASE

POLE

NUMBER

NOT APPLICABLE

NEW LOCATION

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL CODE

MOTOR CONTROL PANEL

MOTOR CONTROL CENTER

MANUAL TRANSFER SWITCH

MOTOR

MECHANICAL

MANUFACTURER

MAIN CIRCUIT BREAKER

LIGHTING

LIGHT

KILOWATT

KILOVOLT AMPERE

KILO, THOUSAND

JUNCTION BOX

JANITOR

HORSEPOWER

HERTZ

HEATER

HAND/OFF/AUTO

GROUND

GROUND FAULT CIRCUIT INTERRUPTER

GENERATOR

FUSIBLE SWITCH

FULL LOAD AMPERES

FIXTURE

EXISTING

EQUIPMENT

ELEVATOR

ELECTRICAL METALLIC TUBING

EXHAUST AIR FAN

EXHAUST FAN

EMERGENCY

ELECTRICAL

DIRECT EXPANSION AIR CONDITIONER

DRAWING

DISCONNECT

DELTA CONNECTION

CURRENT TRANSFORMER

CONTROL POWER TRANSFORMER

CORRIDOR

CONTRACTING OFFICER'S REPRESENTATIVE

CONTRACTOR

CONFERENCE

CONDUIT

CONCRETE MASONRY UNIT

COLUMN

CIRCUIT

CIRCUIT BREAKER

CENTER OPERATIONS SUPPORT SERVICES

CEILING

BREAKER

ABOVE FINISHED FLOOR

AIR CONDITIONER

AMERICAN WIRE GAUGE

AUXILIARY

AMPERES TRIP

AMPERES PER SQUARE INCH

AMPERES FRAME

AMPERES INTERRUPTING CAPACITY

AMPERES

FIRE ALARM MANUAL PULL STATION

SMOKE DETECTOR

FIRE ALARM COMBINATION HORN/STROBE

FEEDER SCHEDULE NOTE, SEE FEEDER SCHEDULE, SHEET E34

WATER HEATER

TRITIUM-BASED EXIT SIGN

TIMER LIGHT SWITCH

2'X4' LIGHTING TROFFER (LETTER REFERS TO LIGHT FIXTURE SCHEDULE)

EMERGENCY LIGHT FIXTURE (LETTER REFERS TO LIGHT FIXTURE SCHEDULE)

ROOM NUMBER IDENTIFICATION

BRANCH CIRCUIT HOMERUN TO PANELBOARD

ITEM TO BE REMOVED

NEW ITEM

EXISTING ITEM

INSTALLATION NOTE

DEMOLITION NOTE

MOTOR SWITCH WITH THERMAL OVERLOAD

ENCLOSED CIRCUIT BREAKER

MOTOR STARTER

SAFETY SWITCH, NON FUSED DISCONNECT

VARIABLE FREQUENCY DRIVE

MOTOR

JUNCTION BOX

DUPLEX RECEPTACLE OUTLET NEMA 5-20R

TRANSFORMER

SWITCHBOARD

PANELBOARD

F

F

S

D. SANDERSON

J. FLETCHER

S. WASILEFSKY

OF 46E1

09-26-16

JF

7:15 AM FLETCHER

09-26-16

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e1.dgn

E1

ABBREVIATIONS AND SYMBOL LIST

WDS

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e2.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

D. SANDERSON

J. FLETCHER

S.WASILEFSKY

OF 46E2

09-29-16

JF

4:00 PM FLETCHER

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e2.dgn

E2

GENERAL NOTES

GENERAL NOTES

WDS

PROVIDE TEST RESULTS.

COSS CONTRACTOR, JEREMY MCGEE, 256-544-6360, OF WORK BEING PERFORMED AND

BUILDING FLOOR PLANS AND RISER DIAGRAMS THAT INCLUDE THE CHANGES MADE. NOTIFY

MODIFICATIONS, CONTRACTOR SHALL OBTAIN FROM SIMPLEX-GRINNELL A COMPLETE SET OF

SECTION 7.5, COMPLETION DOCUMENTATION. UPON COMPLETION OF FIRE ALARM SYSTEM

TESTING. FURNISH CERTIFICATE OF COMPLIANCE AND TEST REPORTS PER NFPA 72-2016,

PERFORM REACCEPTANCE TESTING AS PER NFPA 72-2016, SECTION 14.4.2, REACCEPTANCE

TO PRIMARILY INCLUDE SHUTDOWN OF AIR HANDLERS UPON ACTIVATION OF FIRE ALARM.

THE SYSTEM SHALL BE TESTED FOR OPERATION AND AFTER MODIFICATIONS ARE COMPLETE,

AHJ.

SUITABLY TRAINED AND APPROVED BY SIMPLEX-GRINNELL AND ACCEPTED BY THE COR AND

UP, CHECK OUT, AND TESTING SHALL BE PERFORMED BY A QUALIFIED TECHNICIAN

MODULES, POWER SUPPLIES, WIRING AND CABLING, BASES, ETC. ALL PROGRAMMING, START

INSTALLATION, INCLUDING, BUT NOT LIMITED TO, MAPNET CARDS, ZONE ADAPTER

4424. CONTRACTOR SHALL PROVIDE ALL ANCILLARY EQUIPMENT NEEDED FOR COMPLETE

EXISTING CENTRAL STATIONS LOCATED AT BUILDING 4708, BUILDING 4650, AND BUILDING

LABELED WITH ITS ADDRESS. IF REQUIRED, PROVIDE NECESSARY PROGRAMMING AT THE

NEW FIRE ALARM DEVICES INSTALLED AS PART OF THIS DESIGN PACKAGE SHALL BE

7. FIRE ALARM SYSTEM SHALL REMAIN ACTIVE DURING DEMOLITION/CONSTRUCTION. ALL

PICK UP.

HAZARDOUS WASTE FACILITY, 544-9578 FOR A STORAGE/DISPOSAL CONTAINER AND FOR

6. DISPOSE OF FLUORESCENT BULBS AND BALLASTS AS UNIVERSAL WASTE. CONTACT THE

EVERY 30 DAYS

FEATURE WHICH SHALL AUTOMATICALLY PERFORM DIAGNOSTIC ROUTINE TEST AT LEAST ONCE

5. NEW WALL-PACK EMERGENCY LIGHTS SHALL BE PROVIDED WITH SELF-DIAGNOSTIC TEST

COR.

ACTIVITIES. ANY DISCREPANCIES SHALL BE REPORTED TO AND COORDINATED WITH THE

NOT GUARANTEED. VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK

DRAWINGS, AND FIELD INVESTIGATIONS. DRAWINGS ARE BELIEVED TO BE ACCURATE BUT

4. DRAWINGS OF EXISTING CONDITIONS ARE BASED ON BEST AVAILABLE DATA, AS-BUILT

3. MATERIAL AND EQUIPMENT REMOVED SHALL BE DISPOSED OF AS DIRECTED BY THE COR.

2. EXERCISE CARE DURING THE WORK TO PREVENT DAMAGE TO EXISTING FINISHES.

THE SPECIFICATIONS AND DRAWINGS AS APPROPRIATE TO PERFORM THE WORK.

ELECTRICAL, 28 - ELECTRICAL SAFETY AND SECURITY. COORDINATE WITH DIVISIONS OF

BLOCK. WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING DIVISIONS: 26 -

1. FOR ELECTRICAL WORK, REFERENCE SPECIFICATION M5060 AS LISTED IN THE TITLE

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e3.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

TIROS STREET

P O

A D

APOLLO ROAD

2000.0A

2000.0A

230.0A

V

1-

1-

1-

1-

VP1-

7# 4/

P1-7

12470 V

E

U G

E

U

GE

E

E E

UG

E

15KV

LOAD BANK

GEN0001

NORTH SERVICE

750KVA XFMR

SUB0002

1500KVA XFMR

2000KVA XFMR

(TO ROOM 1116)

SOUTH SERVICE #2

(TO ROOM B18C)

SOUTH SERVICE #3

(TO ROOM 1128A)

SOUTH SERVICE #1

1-

12470 V

P1-7#4/0

OH

RM 1116,(E17)

(DP-1,2,3)

SWBD0003

RM B30C

(E13,14)

SG3,SG4

SWGR0014

RM 1128A

SG1,SG2(E11,12)

SWGR0010

RM B18C

(SG5)(E15)

SWGR0007

(E14)

UTILITY TRANSFORMER

1500KVA UT

2 1500.0 3

ADD ALT 3

ADD ALT 1

ADD ALT 2

ADD ALT 2

D. SANDERSON

J. FLETCHER

S.WASILEFSKY

OF 46

JF FLETCHER

E3 E3

(UNLESS OTHERWISE NOTED)

BASE BID

0 40' 80'20'SCALE: 1" = 40"

8:45 AM

10-03-16

GENERAL DEMOLITION NOTES

IDENTIFICATION TAG ON EACH WIRE NOTING POWER SOURCE AND CIRCUIT NUMBER.

ACCORDINGLY. ALL WIRING SHALL BE LANDED TO A TERMINAL STRIP. PROVIDE

3. ALL BRANCH CIRCUIT EXTENSIONS SHALL BE MADE IN A NEMA 1 RATED ENCLOSURE

CIRCUITS EXCEPT WHERE NOTED.

PANEL OVER TOP OF EXISTING PAN. RETAIN EXISTING FEEDERS AND BRANCH

PRACTICABLE, RETAIN EXISTING FLUSH-MOUNTED PAN TO SUPPORT SURFACE-MOUNT

2. IN LOCATIONS WHERE PANELS ARE FLUSH-MOUNTED INTO CMU WALL, AND IF

WIRING CONNECTIONS BETWEEN PANELS, TRANSFORMERS, AND OTHER DEVICES.

1. REFER TO ONE-LINE DIAGRAMS ON SHEETS E11 THROUGH E17 FOR DEMOLITION OF

DEMOLITION - SITE PLAN

DEMOLITION - SITE PLAN

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e4.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

MECH.

VESTIBULE

BATTERY

WOMEN

JAN.

OFFICE AREA

UP

UNEXCAVATED

OFFICE OFFICE

CONF.

B27A

B27B B27C B27D

B27E

B27

B30C

B29

B31

B24F

B28A

B24G

B23

B24A

B19

B20A

B18

B18B

B17

B17A

B17B

B18C B18D

B22

CONF.

B32A

B28

E-4

ELEC/UPS

E-6A

E-6B E-6

E-22

E

E-28E-27

E-26

E-3

B

B

B

B

PU

P

U P

B24B

M E

A S

E

1.4

1.6

3.5

5.6

O P Q R S T U V W X Y Z AA AB

T T

IP1N,(E14)

PNL0184

RP4N,(E14)

RP0085

PP4N,(E14)

PP0020

RP3N,(E14)

PNL0054 LP1N,(E14)

PNL0053

RP2N,(E14)

PNL0055 IP1N,(E14)

PNL0184

IP2N,(E14)

PNL0185

RP1N,(E14)

PNL0186

T

T

T-DPC,75KVA

XFMR0047,(E14)

LDP7N/LPD8N

SWBD0002,(E14)

MCC2N

PDP3N

LDP7N

LDP8N

SG4 SG3

MCC-6N,(E13)

MCC0004

PP0001,(E13)

RP24NA,(E14)

PNL0249

RP24NB,(E14)

PNL0187

IP7S-A,(E11)

PNL0244

EPP-IS,(E12)

PNL0109

IP7S,(E11)

PNL0098

PX,(E11)

PNL0099

RP9S,(E11)

PNL0061

RP8S,(E11)

PNL0062

HA-1,(E11)

PNL0048

WIREWAY

DP-I,(E11)

PNL0049

300KVA,(E11)

XFMR0031,T2

T

XFMR0052,(E12)

T

PP5S,(E11)

PNL0063

RP7S,(E11)

PNL0065

RP6S,(E11)

PNL0066

DP-S1

IP8S,(E11)

PNL0096

5.4

112.5KVA,(E14)

XFMR0048

T

EDP-S1,(E16)

SWGR0005

DP-S3,(E13)

SWGR0021

PDP3N,(E14)

SWBD0001

MCC2N/PDP4N

MCC0005,(E14)

500KVA,T4,(E14)

XFMR0049

LDP6N,(E14)

PNL0135

B,(E14)

PNL0247

T3,300KVA,(E14)

XFMR0046

LDP5N,(E14)

PNL0134

ATS-5,(E15)

ATS0002

T

UPS BATT

W,(E14)

PNL0060

ATS-4,(E12)

ATS0005

CPB00--

CPB00--

EPP,(E12)

PNL0181

ATS-3,(E12)

ATS0001

ELA,(E12)

PNL0052

CP,(E14)

PNL0215

GEN CTRL PNL

RP24N,(E14)

RP0083

PNL0059

RP5N,(E14)

RP0084

PNL0058

(E14)

XFMR0035

SS0352,(E14)

(E14)

XFMR0032

(E14)

SS0351

SS0336

SS0335

SS0334

SS0332

SS0333

WIREWAY

SS0347,(E11)

(E12)

EPP-C

PNL0132

(E15)

UPS0004,(UDP)

LP-2S,(E12)

PNL0064

E6B, (E14)

100A LOAD CTR

PABX,(E11)

(E13)

LP0001B

LP0001A

(E12)

SS0331

SG5,(E15,E16)

SWGR0007

(E11)

SS0348

X,(E11)

PNL0094

PP1,(E11)

PNL0097

(E11)

ATS0003

MCC1S,(E11)

MCC0003

LDP4S,(E11)

PNL0050

LDP3S,(E11)

PNL0051

LP0022(E12)

30KVA(E16)

XFMR0109

RP0146(E16)

ADD ALT 3

EPA,(E11)

PNL0179

EPB,(E11)

PNL0180

B24D

B32

M A

T

N

E

S

E

B11

SG3,SG4,(E13,14)

SWGR0014

(E11)

CBP0024

(E11)

CBP00--

B23

(E15)

BATB0002

(E16)

BATB0003

BTS0002 (E15)

UPS-2 BY-PASS

UPS-1,(E16)

UPS0003,MOD1

UPS-2,(E15)

UPS0002,MOD 2

CNTL PNL

UPSS0001,(E16)

T

SS0407(E16)

PP0003,(E15)

BUS DUCT

EX 480V

112.5KVA,(E)

XFMR0--

BUS DUCT

EX 480V

T

IP4N,(E14)

PNL0095

4765(UNLESS OTHERWISE NOTED)

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e4.dgn

FLETCHER

03-25-14

JF

D. SANDERSON

J. FLETCHER

TIROS STREET

P O

A D

APOLLO ROAD

GATE

GATE 5'

GATE 5'

X

N.T.S.

KEY PLAN

WEST AREA

BASEMENT

BUILDING 4708

SCALE: 3/32" = 1'-0"

18'12'0 6' 24'

JUERGEN HAUKOHL

DEMOMILITION - BASEMENT PLAN - WEST

E4 OF 46

E4

CIRCUIT RELOCATION SCHEDULE

B18C

PNL0048(HA-1)(OLD LOCAT)

PNL0051 (LDP3S)

S. CORR NEAR B18

B18D

ITEM OLD LOCATIONORIGINAL PANEL

PNL0063 (PP-5S)

SWBD0002 (LDP7N/LDP8N)

MCC0005 (MCC2N/PDP4N)

B18D

B18D

B18D

B18D

B30C

B30C

B30C

B21

B30C

TO PANEL

RELOCATE CIRCUITS

PP0016 (PNL0048)

PP0018 (PNL0050)

PP0018 (PNL0050)

PP0009 (SWBD0002)

PP0008 (MCC0005)

PP0011 (SWGR0014)

RP0010 (PNL0180)

PP0011 (SWGR0014)

PP0016 (PNL0048)

PP0016 (PNL0048)

PP0018 (PNL0050)

LOCATION

NEW

B18C

B18C

B18C

B18C

B18C

B30

B30

B30C

B21

B30C

MCC0003 (MCC-1S)

PNL0049 (DP-I)

PNL0050 (LDP4S)

SWBD0001 (PDP3N)

PNL0179 (EPA)

SWGR0014

10-03-16

9:00 AM

DEMOLITION NOTES #

DEMOLITION BASEMENT - WEST

WDS

ROOM B30A TO LIGHT SWITCH CIRCUIT IN ROOM B30.

6. DEMOLISH TIMER SWITCH AND ASSOCIATED WIRING. REWIRE LIGHT FIXTURES LOCATED IN

5. DEMOLISH FEEDER. NEW PANEL WILL BE RE-FED FROM DIFFERENT LOCATION.

4. REMOVE EXISTING BUS DUCT AND ALL ASSOCIATED APPURTENANCES.

BE DEMOLISHED AND NOT REPLACED. REPAIR WALL/FLOOR IF APPLICABLE.

ON DEMOLITION PLAN. REMOVE FEEDER BACK TO SOURCE. REMOVE BRANCH CIRCUITS. ITEM SHALL

3. REMOVE EXISTING PANEL, SWITCHGEAR, TRANSFORMER, OR MCC, AND ASSOCIATED DEVICES AS SHOWN

IF APPLICABLE. SEE CIRCUIT RELOCATION SCHEDULE BELOW FOR ADDITIONAL INFORMATION.

NEAREST PRACTICABLE LOCATION AND RETAIN FOR RELOCATION TO NEW PANEL. REPAIR WALL/FLOOR

ON DEMOLITION PLAN. REMOVE FEEDER BACK TO SOURCE. REMOVE BRANCH CIRCUITS BACK TO

2. REMOVE EXISTING PANEL, SWITCHGEAR, TRANSFORMER, OR MCC, AND ASSOCIATED DEVICES AS SHOWN

NOTE 3.

AS PRACTICABLE TO SUPPORT NEW REPLACEMENT COMPONENTS, EXCEPT WHERE NOTED BY NOTE 2 OR

SHOWN ON DEMOLITION PLAN. RETAIN EXISTING BRANCH CIRCUIT WIRING, FEEDERS, AND CONDUITS

1. REMOVE EXISTING PANELS, SWITCHGEAR, TRANSFORMERS, OR MCC'S, AND ASSOCIATED DEVICES AS

ELECTRICAL NOTES SHEET E4:

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e5.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

EQUIP.ROOM

U P

U P

U P

B38

B39

B1A

B3

B3A

B1C

B4

B1B

E-5

TUNNEL

TUNNEL

T U

N N

E L

T U

N N

E L

E-9

E-8

E-7

E-1

E-2

O

1.4

1.6

3.5

5.6

A B C D E F G H J K L M N

5.4

SS0282

T

T

CONTROLLER

EXIST GUTTED

PP0002,(E11)

MC-2, (E17)

MCC0007

MC-3, (E17)

MCC0006

PPO, (E17)

PNL0188

30KVA, (E17)

XFMR0051

PPJ,(E17)

PNL0189

25KVA, (E17)

XFMR0052

PPM, (15)

PNL0190

PPN, (E17)

RP0062

LPX, (E12)

PNL0044

MC-1, (E17)

MCC0001

MCC-X1, (E17)

MCC0009

LBA, (E17)

PNL0235

LBB, (E17)

PNL0236

45KVA, (E17)

XFMR0029

RP0001, (E15)

PP0004, (E15)

LPT,(E17)

PNL0047

T

T T

--,(E-)

PNL0043

(E12)

CHWP0002

(E12)

VFD0002

(E12)

CHWP0001

(E12)

VFD0001

(E12)

XMFR00--

(E12)

SS0296

(E12)

WIREWAY

V F

D V

F D

M A

T

N

E

S

E

E-5

B5

B5

(E17)

SS0285

(E15)

30KVA

XFMR0098

T

SS00375

SS00376

SS----

SS----

XFMR0070

XFMR0069

XFMR0068

SS----

WIREWAY

T T

03-25-14

JF

D. SANDERSON

J. FLETCHER

TIROS STREET

P O

A D

APOLLO ROAD

GATE

GATE 5'

GATE 5'

X

N.T.S.

KEY PLAN

EAST AREA

BASEMENT

BUILDING 4708

SCALE: 3/32" = 1'-0"

18'12'0 6' 24'

JUERGEN HAUKOHL

E5

E5 OF 46

CIRCUIT RELOCATION SCHEDULE

B39

E BASEMENT TUNNEL

ITEM OLD LOCATIONORIGINAL PANEL

RP0062 (PPN)

TO PANEL

RELOCATE CIRCUITS

RP0031 (PNL0188)

PP0002

PP0002

PP0022 (MCC0001)

PP0008 (MCC0005)

RP0001

RP0031 (PNL0188)

RP0031 (PNL0188)

LP0001

LOCATION

NEW

B39

B39

B30

B39

B39

B1A

B1A

B1A

N BASEMENT TUNNEL

N BASEMENT TUNNEL

PNL0180 (PPM)

PNL0188 (PPO)

PNL0047 (LPT)

MCC0006 (MC-3)

MCC0007 (MC-2)

MCC0009 (MCC-X1)

MCC0001 (MC-1)

PNL0043

RM B5

B39

B38

B1C

B1A

B1A

10-04-16

7:30 AM

DEMOLITION NOTES #

DEMOLITION BASEMENT - EAST

DEMOLITION - BASEMENT PLAN - EAST

FOR REFEED FROM DIFFERENT LOCATION.

4. REMOVE EXISTING POWER FEED FROM CHILLED WATER PUMP VFD'S BACK TO MCC0008. RETAIN CIRCUIT

BE DEMOLISHED AND NOT REPLACED. REPAIR WALL/FLOOR IF APPLICABLE.

ON DEMOLITION PLAN. REMOVE FEEDER BACK TO SOURCE. REMOVE BRANCH CIRCUITS. ITEM SHALL

3. REMOVE EXISTING PANEL, SWITCHGEAR, TRANSFORMER, OR MCC, AND ASSOCIATED DEVICES AS SHOWN

IF APPLICABLE. SEE CIRCUIT RELOCATION SCHEDULE BELOW FOR ADDITIONAL INFORMATION.

NEAREST PRACTICABLE LOCATION AND RETAIN FOR RELOCATION TO NEW PANEL. REPAIR WALL/FLOOR

ON DEMOLITION PLAN. REMOVE FEEDER BACK TO SOURCE. REMOVE BRANCH CIRCUITS BACK TO

2. REMOVE EXISTING PANEL, SWITCHGEAR, TRANSFORMER, OR MCC, AND ASSOCIATED DEVICES AS SHOWN

NOTE 3.

AS PRACTICABLE TO SUPPORT NEW REPLACEMENT COMPONENTS, EXCEPT WHERE NOTED BY NOTE 2 OR

SHOWN ON DEMOLITION PLAN. RETAIN EXISTING BRANCH CIRCUIT WIRING, FEEDERS, AND CONDUITS

1. REMOVE EXISTING PANELS, SWITCHGEAR, TRANSFORMERS, OR MCC'S, AND ASSOCIATED DEVICES AS

ELECTRICAL NOTES SHEET E5:

N:\DesignProjects\4708\kb-4680457- REVITALIZE ELEC SYSTEM CONSTRUCTABILITY REVIEW\e6.dgn

C D E F G

DESIGNED

DRAWN

CHECKED

SCALE:

AE: DATE:

AE FIRM:

DRAWING NO.

NASA AE CONTRACT NO.

ACCEPTANCE OF THIS SHEET

SIGNATURES ON INDEX SHEET INDICATE

Marshall Space Flight Center

Huntsville, Alabama 35812

APPROVED:

APPROVAL RECOMMENDED:

AS22 SUPPORT A/E

CHANGES TO THIS DRAWING SHALL BE MADE

ON CADD ONLY.

BY:

PRELIMINARY CADD DWG.

A NASA SHEET SIZE: MSFC STD. SIZE 40" X 28"

THIS DRAWING WAS DESIGNED TO BE PRINTED AT

WARNING

DO NOT SCALE THIS DRAWING

AS NOTED - M5060

AB

AA Z O P Q R S T U W X Y

T

V

T

RM 1128A

(SG1,SG2)

TO SWGR0010

1500KVA XFMR US1

SOUTH SERVICE #1

300KVA,(E11)

XFMR0092

SP2S,(E12)

SWGR0013

T5.5,(E13)

PNL0076

DP,(E12)

PNL0075

LP0002,(E15)

T

SG1 SG2

IP-11N,(E14)

PNL0138

SP7N,(E14)

PNL0136

V3.7,(E13)

PNL0273

SP6N,(E14)

PNL0169

PNL0168/

KP1N,(E14)

PNL0166

KP2N,(E14)

RP0067

Z5-2,(E13)

PNL0080

LP8S,(E12)