P683 Amendment 0005 Drawings.pdf

M

N

P

1000T300-54 (50 KSI)

@ PERIMETER

600S300-54 (50 KSI) INTERIOR

SHAFT WALL STUDS AT 12"O.C.

3'

0S

0-

K

S I)

A T

4"

O .C

STEEL STRAP STUD WALL,

RE:ELEVATION

TOS 41' - 11 3/4"

S-522

S-522

S-522

TOS 44' - 10 3/8"

S-522

OPP

S-523

S-523

S-523

S T

E E

L S

T R

A P

S T

U D

W A

LL

R

E

E

LE

LV

A

T

IO

N

S T

E E

L S

T R

A P

S T

U D

W A

LL

R

E

E

LE

V A

T

IO

N

S D

2 3

M

N

P

FC2.0

FS6.0

FS4.0

F S

6.

F S

6.

3'

24' - 0"

C3 C3

C3 C3 -5' - 0"

-7' - 0"

S-301

TYP

F C

2.

F C

2.

C W

CW9

C W

C W

CW12

C W

CW12

C3

FS4.0

CC-1

T/FTG

-1' - 0"

-2' - 0"

T/FTG

-2' - 0"

T/FTG

-2' - 0"

T/FTG

-5' - 0"

T/FTG

S-503

S-503

S-503

S-503

HSS6X6X3/8

2 3

M

N

24' - 0"

SOD1

S-311

W 8X

W12X19 (8)

W

X

W

X

W18X35 (14)

5' - 8 3/4" 4' - 2 1/4"

S-511

TYP

S-511

S-311

F

G

W

X

W

X

W

X

HSS6X6X3/8

H S

S 6X

6X 3/

HSS8X6X3/8

H S

S 8X

6X 3/

H S

S 6X

6X 3/

H S

S 8X

6X 3/

H S

S 6X

6X 3/

H S

S 6X

6X 3/

HSS6X6X3/8

H S

S 6X

6X 3/

HSS8X6X3/8

SD1

2'

4'

2'

8'

8'

6'

3' - 7" 9' - 10" 2' - 2"

H S

S 6X

6X 3/

HSS6X6X3/8

E.7

F.1

F.3

F.5

F.7

3.5 5.5

H S

S

X 6X

5/

(H

IG

H

T .O

.S

4' -5

S-321

H S

S 8X

6X 3/

TOS 12' - 9"

TOS 12' - 9"

TOS 12' - 9"

TOS 12' - 9"

HSS8X6X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

S-321

S-321

SIM

S-321

SIM

H S

S 8X

6X 3/

H

S S

8X 6X

3/

TOS 12' - 9"

3"

3"

F

4'

2'

8'

8'

5' - 0" 6' - 0"

6' - 0"

2' - 2"

6'

E.7

F.1

F.3

F.5

F.7

3.5 5.5

FS4.0

FS4.0

F S

4.

F S

4.

F S

4.

FS4.0

FS4.0

FS4.0

-2' - 0"

-2' - 0"

T/FTG

-2' - 0"

T/FTG

-2' - 0"

T/FTG

-2' - 0"

T/FTG

-2' - 0"

-2' - 0"

T/FTG

T/FTG

T/FTG

-2' - 0"

T/FTG

F S

4.

-2' - 0"

T/FTG

C5

PLAN

NORTH

2' 4' 8'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

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G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

GRAPHIC SCALE(S)

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:4

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

S-401

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

E N

L A

R G

E D

F O

U N

D A

T

IO

N A

N D

R O

O F

F R

A M

IN

G

P L A

N S

APB

15216027

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S -4

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

SCALE: 1/4" = 1'-0" (SF211)

STAIR 1 - ROOF FRAMING PLAN AREA A

SCALE: 1/4" = 1'-0" (SB111)

STAIR 1 - FOUNDATION PLAN AREA A

SCALE: 1/4" = 1'-0" (S-201)

STAIR 1 - SECOND FLOOR FRAMING PLAN AREA A

SCALE: NOT TO SCALE

SECOND FLOOR FRAMING PLAN - VESTIBULE AREA

SCALE: NOT TO SCALE

FOUNDATION PLAN - VESTIBULE AREA

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

STOP REINF 2" EA

SIDE OF JOINT

CHAIRS PER

SPECIFICATIONS

VAPOR RETARDER

COMPACTED

GRANULAR FILL RE:

PLAN

APPLY BOND BREAKER

3/4"ø x 16" LG A615

SMOOTH DOWEL @ 12"

OC GREASE OR WRAP

ONE END W/ POLYETHYLENE

TOOLED EDGES 1/8" RAD &

PROVIDE 1/8" WIDE x T/4 DEEP

JOINT W/ ELASTOMERIC JOINT

FILLER

T

VAPOR RETARDER

COMPACTED

GRANULAR FILL RE:

PLAN

STOP REINF 2" EA

SIDE OF JOINT

DEPTH OF JOINT

PLUS 1/2" (TYP)

SAWCUT OR

PREFORMED

PLASTIC JOINT 1/8" WIDE

x

T/4 DEEP

W/ELASTOMERIC

JOINT FILLER

CHAIRS PER

SPECIFICATIONS

A

CONSTRUCTION JOINT

(NON WHEELED TRAFFIC)

B

CONTROL JOINT

(NON WHEELED TRAFFIC)

T

NOTE:

1. COORDINATE W/ SPEC

STOP REINF 2" EA

SIDE OF JOINT

CHAIRS PER

SPECIFICATIONS

VAPOR RETARDER

COMPACTED

GRANULAR FILL

APPLY BOND

BREAKER

A615 SMOOTH EPOXY

COATED DOWEL @ 12" OC,

GREASE OR WRAP ONE END

W/POLYETHYLENE

RE: DOWEL TABLE

SAWCUT 1/4" WIDE x T/4 DEEP

W/ EPOXY JOINT FILLER STOP REINF 2" EA SIDE OF JOINT

SAWCUT 1/4" WIDE x T/4 DEEP

W/ EPOXY JOINT FILLER

CHAIRS PER

SPECIFICATIONS

A

CONSTRUCTION JOINT

(WHEELED TRAFFIC) B

CONTROL JOINT

(WHEELED TRAFFIC)

SLAB

DEPTH

DOWEL ø

TOTAL DOWEL

LENGTH

C/C DOWEL

SPACING

6"

10"

3/4"

1"

18"

24"

12"

DOWELS MUST BE CAREFULLY ALIGNED AND SUPPORTED

DURING CONCRETING OPERATIONS. MISALIGNED DOWELS

CAUSE CRACKING.

TT

/2

T /2

T

VAPOR RETARDER

COMPACTED

GRANULAR FILL

24" 1 1/4" 36"

A615 SMOOTH EPOXY

COATED DOWEL @ 12"

OC,GREASE OR WRAP ONE

END W/ POLYETHYLENE

RE: DOWEL TABLE

12"

12"

DEPTH OF JOINT PLUS 1/2"

12" 1" 30" 12"

CONTROL JOINT = 15' FEET

SECTION

#1

SECTION

#2

SECTION

#2

SECTION

#1

S J

S J

S J

CJ OR SJ

CJ DENOTES

CONSTRUCTION JOINT

SJ DENOTES SLAB

CONTROL JOINT,

SEE DETAILS 1-2 AND

4/S-502.

CJ OR SJ

CJ OR SJ

MAX. LENGTH OF POUR WITHOUT

CJ

C J

C J

CJ

C J

C J

CJ

C J

PLAN VIEW

AT LOCATIONS WHERE NO SLAB JOINT

OCCURS, PLACE (2) #4 x 4' - 0" CENTERED

ON THE CORNER AND PLACED IN THE

MIDDLE OF THE SLAB

AT LOCATIONS WHERE NO SLAB JOINT

OCCURS AND/OR AT THE CORNERS OF

ALL SLAB ELEV CHANGES, PLACE (2) #4 X 4' - 0"

CENTERED ON THE CORNER AND PLACED

IN THE MIDDLE OF THE SLAB

RE: NOTES BELOW

SCRATCH FINISH W/

EPOXY BONDING ADHESIVE

#4@12" OC EACH WAY

#4 (AS REQ'D ) @12"

OC

AROUND PERIMETER TYP

NOTES:

1. SIZE OF EQUIPMENT BASE TO SUIT EQUIPMENT.

2. PROVIDE ANCHOR BOLTS AS REQUIRED BY EQUIPMENT MANUFACTURER.

3. FINISH T/EQUIPMENT BASE TO DRAIN.

RE: PLAN

T/SLAB

R E

Q U

I R E

M E

N T

S

4" T

Y P

, 6

M A

X C

O O

R D

W / E

Q U

IP

6" MIN

CONCRETE

SLAB-ON-GRADE

& REINF. RE: PLAN

#4 @ 8" OC EW T&B

NOTES:

1. COORDINATE SIZE & LOCATION

WITH EQUIPMENT REQUIREMENTS

2. CHAMFER ALL EDGES 1" TYPICAL.

1'

RE: ARCH, MECH & ELEC DWGS

PLAN DIMENSIONS & LOCATIONS

TYP

6" MIN

PROVIDE ADHESIVE ANCHORS

W/ EMBED, QTY & DIA AS REQD

BY EQUIP MFR

FINISH GRADE

RE: CIVIL

BOND BEAM

REINFORCING

@ TOP COURSE

MASONRY LINTEL (2)#5 MIN

OR

RE: SCHEDULE FOR SIZE &

REINFORCING

WALL

CONTROL JOINT

RE: TYP DETAIL

OPENING

WALL

CORNER

(2)-#5

WALL

BEYOND

TYP WALL REINFORCING

OPENING

(2) VERT BARS EA

SIDE TO MATCH

WALL REINF TYP (2) VERT BARS

EA SIDE TO

MATCH WALL

REINF TYP

T/SLAB

T/FDN

FLOOR OR

ROOF LINE

NOTES:

1. GROUT LINTELS SOLID FOR 2'-0" (MIN) BEYOND OPENING.

2. CMU TO BE GROUTED SOLID FOR 16" EA SIDE OF EA OPENING, UNO.

3. RE: TYP CMU WALL REINFORCING DETAILS FOR ADD'L INFO @ CORNER

& INTERSECTION CONDITIONS.

4. USE STEEL LINTELS WHERE A WALL CONTROL JOINT TRANSECTS

THE LINTEL.

SCHEDULE

SPAN PER CONC SLAB ON GRADE

W/REINF

SLAB REINF LAP

SPLICE OR BENT AT

CONTRACTORS OPTION

A R

C H

D W

G S

C

C O

R D

W

COORDINATE EXTENT & LOCATION

OF RECESSED SLAB W/ ARCH DWGS.

T/SLAB

RE: PLAN

6"

4" M

A X

THINNER SLAB,

RE: PLAN

GRADUALLY THICKEN SLAB

AS SHOWN

SLAB ON GRADE,

RE: PLAN FOR

REINF SIZE + SPACING

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:4

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

S-502

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

T Y

P

IC

A L F

O U

N D

A T

IO

N

D E

T A

IL

S

APB

15216030

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S -5

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

SCALE: NOT TO SCALE

TYP SLAB-ON-GRADE JOINTS (NON-WHEELED)

SCALE: NOT TO SCALE

TYP SLAB-ON-GRADE JOINTS (WHEELED)

SCALE: NOT TO SCALE

TYP SLAB JOINT LAYOUT

SCALE: NOT TO SCALE

TYP DISCONTINUOUS JOINT REINF

SCALE: NOT TO SCALE

TYP EQUIPMENT PAD (INTERIOR)

SCALE: NOT TO SCALE

TYP EQUIPMENT PAD (EXTERIOR)

SCALE: NOT TO SCALE

TYP CMU OPENING REINFORCEMENT ELEVATION

SCALE: NOT TO SCALE

TYP RECESSED SLAB DETAIL

SCALE: NOT TO SCALE

TYP THICKENED SLAB INTERFACE

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

WELD DECK TO T/BEAM

AROUND OPENING @ 2'-0"

OC MAX

METAL SCREED STOP

FLOOR SLAB

RE: PLAN

NOTE:

1. PROVIDE FRAME AT FLOOR OPENINGS WHERE ANY OPENING DIMENSION EXCEEDS

1'-0".

2. WHEN OPENING SIZE EXCEEDS 5'-0", VERIFY ALL SIZES W/ ENGINEER.

3. EDGE OF ALL FLOOR PENETRATIONS SHALL BE SEALED TO MAINTAIN FIRE RATING PER

ACCEPTED UL DETAILS.

5' - 0" MAX X

IF X < 1'-2" OMIT W8 AND

PROVIDE 1 #4 CONT ALONG

OPENING W/ #4 @ 16" OC W/

180° HOOKED END

3" MAX

8'-0" MAX

SIZE & LOCATION W/ MECH EQUIPMENT

COORDINATE OPENING

W8x15 FRAMING AT ATLL (4) SIDE

OF OPENING

COMPOSITE BEAM NOTES

1. SHEAR STUD CONNECTORS SHALL BE 3/4"

DIAMETER x 4 1/2" LONG (IN PLACE HEIGHT) AND

SECURELY WELDED TO THE BEAMS. THE NUMBER

OF STUDS IS INDICATED [XX] AFTER BEAM SIZE

ON PLAN. NUMBER OF STUDS INDICATED [XX] [XX]

[XX] SHALL BE PLACED IN CORRESPONDING GROUPS

BETWEEN INTERSECTING MEMBERS AND

SUPPORTING MEMBERS (NO STUDS ON CANTILEVERS).

SEE DIAGRAMS INCLUDED WITH THESE NOTES

FOR STUD PLACEMENT (RE: A). BEAMS HAVING

THE SAME DESIGN DESIGNATION SHALL HAVE

THE SAME NUMBER OF STUDS.

2. WHERE DECK IS PERPENDICULAR TO COMPOSITE BEAM (I.E. FILLER BEAM), PLACE A

SINGLE STUD IN EVERY OTHER DECK CELL STARTING AT BEAM ENDS AND WORKING

TOWARD THE CENTER OF THE BEAM. ANY REMAINING STUDS SHALL BE PLACED IN

EMPTY CELLS STARTING AGAIN AT BEAM ENDS AND WORKING TOWARD THE CENTER

(RE: B2).

3. WHERE DECK IS PARALLEL TO COMPOSITE BEAM (I.E. GIRDER), STUDS SHALL BE

EQUALLY SPACED OVER THE LENGTH OF THE BEAM. STUDS IN GROUPS BETWEEN

INTERSECTING MEMBERS SHALL BE EQUALLY SPACED (RE: B1).

4. MINIMUM CENTER TO CENTER SPACING OF STUDS SHALL BE 6 DIAMETERS (4 1/2") ALONG LONGITUDINAL AXIS OF COMPOSITE BEAM AND 4 DIAMETERS (3") TRANSVERSE TO THE LONGITUDINAL AXIS OF COMPOSITE BEAM. PLACE SINGLE ROW STUDS ON BEAM CENTER LINE. FOR STAGGERED ARRANGEMENT OF STUDS MAINTAIN 7/8" MINIMUM DISTANCE FROM EDGE OF BEAM FLANGE. STUD

SPACING SHALL NOT EXCEED 36" OR 8 TIMES THE SLAB THICKNESS, T (RE: C).

5. SHOP DRAWING OF STUD PLACEMENT MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW.

W33x118 [30]

W33x118

[20][4][20]

20 4 20

NUMBER OF EQUAL

SPACED STUDS

18 8 8 18

[18] [8] [18][8]

INITIAL PLACEMENT

EVERY OTHER DECK

CELL STARTING

@ EA END

STUD PLACEMENT STARTING @ EACH END

REMAINING STUDS PLACED BETWEEN INITIAL

DECK PARALLEL TO BEAM

(RE: NOTE 3)

DECK PERPENDICULAR TO BEAM

(RE: NOTE 2)

t (C

O N

C C

O V

E R

D

P T

H c

T

T O

T A

L S

LA

B

T

H

IC

K N

E S

S t D

E C

K

P

T H d

SPACING OR 8T

36" MAX

6 STUD DIA

MIN SPACING

TWO ROWS OF STUDSSINGLE ROW OF STUDS

C STUD ROW

AND BEAM

L 4 STUD DIA

MIN SPACING

1 1/8" MIN

NUMBER

OF STUDS

NUMBER OF

EQUAL

SPACED

STUDS

PER GROUP

C

STUD LOCATION

B

SHEAR STUD PLACEMENT

A

SHEAR STUD NOMENCLATURE

1 2

(RE: NOTE 1)

W33x118

#4 x 6'-0" @ 16" OC

SUPPORTED ON CHAIRS,

CENTERED OVER GIRDER

SLAB REINF,

6x6 - W1.4xW1.4

SHEAR STUD

RE: PLAN

STEEL BEAMS

RE: PLAN

± 2' - 0" ± 2' - 0"

± 4' - 0"

C L R

16" MAX

CL

GIRDER

DECK CLOSURE STRIP AS

REQD

T/SLAB

RE: PLAN

COL

COL

COL COL

F

IL

L E

R B

E A

M S

P A

N

GIRDER SPAN

GIRDER BEAM

GIRDER BEAM

F

IL

LE

R

B E

A M

F

IL

LE

R

B E

A M

PLAN VIEW

EQ EQ

GREATER OF 4'-0"

OR 1/8 OF GIRDER

SPAN

CONSTRUCTION JOINT

CENTER CONSTRUCTION JOINT

BETWEEN PARALLEL BEAMS

(LOCATE NEAR END OF GIRDER)

COL, TYP

CL BEAM

CONT. 1/4" THICK STEEL

BENT PLATE AT BEAM

FLANGE

STEEL BEAM

RE: PLAN

SLAB ON DECK,

RE: PLAN FOR

ORIENTATION

x3/8"X4X7 SPLICE PLATE

WITH 1/4" FILLET WELD

EA END 6" LONG

2" OVERLAP OF BENT PLATE

AND FLANGE OF BEAM

FROM CORNER OF BEAM

EXTEND REINF. 2'-0" MIN.

REINF. REQUIREMENTS:

IF x < 6" NO REINF.

REQUIRED, IF 6" < x < 18"

ADD #5 @ 12" O.C.

3/16 2-6

3/16

CONTRACTOR'S OPTION:

IN LIEU OF WELDING REINFORCING BAR TO BENT PLATE THE USE OF WELDED ON

COUPLERS IS ACCEPTABLE. CAPACITY MUST BE 1.25fy. PRODUCT DATA MUST BE

SUBMITTED TO DOR FOR APPROVAL

BOND BEAM W/

(2) #5 CONT

3/16" BENT PLATE ( 4" 8" )

x 6" LONG @ 48" OC EA SIDE

STAGGERED @ 24" OC W/

HILTI KWIK BOLT TZ2-CS 1/4" 1.5

VERT WALL REINF

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

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

CMU WALL

RE: ARCH

1" C

LR

FLOOR SLAB

RE: PLAN

ROOF DECK

RE: PLAN FOR

DECK DIRECTION

VERT WALL REINF

RE: SCHEDULE

CMU

WALL

RE: PLAN

FLOOR SLAB

RE: PLAN

FOR DECK

DIRECTION

BOND BEAM W/

(2) #5 CONT

VERT WALL REINF

RE: SCHEDULE

CMU WALL

RE: PLAN

BOND BEAM W/

(2) #5 CONT

PLATE 1/2" X 7 1/2" X CONT. W/

1/2" HSA @ 16" OC W/ 6" MIN

EMBED

PLATE 1/2" X 7 1/2" X CONT. W/

1/2" HSA @ 16" OC W/ 6" MIN

EMBED

ROOF DECK

A

FLOOR DECK

B

5/8" DIA PUDDLE WELDS

@ 12" O.C.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:4

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

S-511

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

T Y

P

IC

A L F

L O

O R

F R

A M

IN

G

D E

T A

IL

S

APB

15216032

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S -5

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

SCALE: NOT TO SCALE (SF116)

TYP FRAMING AT FLOOR OPENING

SCALE: NOT TO SCALE (SF111)

TYP COMPOSITE BEAM DETAIL

SCALE: NOT TO SCALE (S-401)

TYP SLAB REINFORCING @ GIRDER

SCALE: NOT TO SCALE

TYP CJ LOCATION FOR COMPOSITE FRAMING

SCALE: NOT TO SCALE (S-401)

TYP EDGE OF SLAB DETAILS

SCALE: NOT TO SCALE (SF113)

TYP NON-BEARING CMU PARTITION AT DECK

SCALE: NOT TO SCALE

TYP CMU BEARING WALL @ DECK

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

PLAN VIEW

CMU WALL

ABOVE WHERE OCCURS,

RE: PLAN

FILL POCKET SOLID

WITH GROUT AFTER

SETTING BEAM

(2)-3/4" Ø x 5" LG

HEADED STUDS

SOLID GROUT 24" WIDE

(MC-2) TO FLOOR

BELOW

1/2" SET BACK

G

R O

U T

1/ 2"

N

B

BOND BM W/

(2) #5 CONT

BOND BM W/

(4) #5 CONT

STEEL BEAM

RE: PLAN

NOTE: BEAMS

MAY BE SKEWED

UP TO 15 DEG.

BEARING PL

RE: SCHEDULE

t

1/4

FULL

LENGTH

OF PLATE

BEAM BEARING SCHEDULE

MARK BEARING PLATE t x B x N

HSS6x4x1/4

W8x10

W8

W10 & W12

W12x40

W14 & W16

W18

W21

W24

W27x178 3/4" x 15" x 0'-7"

3/4" x 11" x 0'-7"

3/4" x 9" x 0'-7"

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

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

3/4" x 11" x 0'-7"

5/8" x 6" x 0'-7"

1/2" x 5" x 0'-7"

1/2" x 7 1/2" x 0'-6"

1/2" x 5" x 0'-7"

POUR STOP ANGLE

AS OCCURS

W33x130 & W30x90 1" x 17" x 0'-7"

TYP

1/

2" C

LE

AR

WF COLUMN, RE: PLAN FOR

ORIENTATION

L3x3x1/4 SUPPORT AS

RERQ'D. CLIP VERT LEG A

MIN

6"

LE

N

G T

H

X

U N

S U

P P

O R

T E

D D

E C

K

12GA PLATE, WHEN REQ'D,

SUPPLIED BY DECK SUPPLIER.

EXTEND PLATED TO HIGH FLUTE

BEYOND COLUMN AND ATTACH TO

EXTEND GAUGE PLATE INTO

COLUMN WEB, WHERE REQUIRED

BY GENERAL CONTRACTOR

NOTE:

1. X<3"-ADDED DECK SUPPORT IS

NOT REQUIRED.

2. 3"<x<6" - PROVIDE 12 GA PLATE

SUPPORT

NOTE:

1. INTERIOR COLUMN SHOWN.

EXTERIOR COLUMNS ARE

SIMILAR.

2. DECK SUPPLIER MAY SUBMIT

ALTERNATE MTHODS OF DECK

SUPPORT FOR APPROVAL.

SUPPORT MUST CARRY

CONSTRUCTION

(2)-3/4 Ø X 5" LG

HEADED STUDS

SOLID GROUT 24" WIDE

(MC-2) TO FLOOR

BELOW

BEARING PL

RE: CONNECTION

DESIGN

1/4

FULL

LENGTH

OF PLATE

t

G R

O U

T 1/

2"

BOND BM W/ (4) #5

CONT

STEEL BEAM

RE: PLAN

WEB STIFFENER

1/2" SET BACK

BOND BM W/

(2) #5 CONT

CMU WALL

RE: PLAN

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:4

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

S-512

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

T Y

P

IC

A L F

L O

O R

F R

A M

IN

G

D E

T A

IL

S

APB

15216033

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S -5

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

SCALE: NOT TO SCALE (SF112)

TYP BEAM @ CMU WALL DETAIL

SCALE: NOT TO SCALE (SF111)

TYP COMPOSITE DECK SUPPORT AT COLUMNS

SCALE: NOT TO SCALE (SF117)

TYP STEEL BEAMS AT MASONRY WALLS

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

1.1 2 3 4

L

M

N

0"

5'

3'

1'

2' - 10" 9' - 6" 3' - 1" 2' - 6"

10' - 0" 17' - 0" 24' - 0" 28' - 0" 3' - 10"

MATCH LINE SB117

M A

T C

H L

IN

E

S B

FS4.0

F S

6.

FS6.0

FS6.0

FS6.0

F S

6.

F S

6.

FS6.0 FS6.0

C3

C3 C3

C3 C3

SOG-6

P

C3

2'

3' - 1"

-2' - 0"

-2' - 0"

-1' - 0"-1' - 0"

-2' - 0"

-2' - 0"

-2' - 0"

C3

C3

T/FTG

T/FTG

T/FTG

T/FTG T/FTG

T/FTG

T/FTG

S-401

T/FTG

10.1

P.1

L.8

F S

4.

S-501

TYP

S-501

TYP

S-501

TYP

S-503

TYP

1.2 1.50.2

C3

C2

C2

C3 FS6.0

FS4.0

FS4.0 FS4.0

C2

FC3.0

F C

3.

FC3.0

FC3.0

FC3.0

FC3.0

FC3.0

F C

3.

F C

3.

S-301

S-503

TYP

S-501

TYP

-2' - 0"

T/FTG

-1' - 0"

T/FTG

-1' - 0"

-2' - 0"

T/FTG

-2' - 0"

T/FTG 9' - 11"

S-201

-2' - 0"

T/FTG

S-501

TYP

CW9

CW9

CW9

CW9

CW9

CW9

C W

C W

4' - 11 1/2"

CC-1

CC-1 CC-1

SIM

S-301

SIM

PRECAST CONCRETE WALL PANEL,

RE: ARCH

SOG-6: 6" THICK SOG W/ #5 @ 12" O.C.

@ CENTER EACH WAY, TYP.

SOG-12: 12" THICK SOG W/ #5 @ 12" O.C.

T&B EACH WAY, TYP.

CMU WALLS

1. RE: DRAWING S-001 THROUGH S-004 FOR GENERAL NOTES AND DESIGN

CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND

DETAILS WITH ARCHITECTURAL DWGS.

3. TOP OF SLAB ELEVATION = RE: CIVIL. THE DATUM ELEVATION = 0’-0”. ALL

ELEVATIONS ARE REFERENCED FROM THIS ELEVATION.

4. TOP OF CONCRETE FOOTING ELEVATIONS = -2’-0” (TYP UNO).

5. SOG-# DENOTES A REINFORCED CONCRETE SLAB ON GRADE. RE: LEGEND

FOR THICKNESS AND REINF. PLACE SLAB OVER 15 MIL VAPOR BARRIER

AND 6" POROUS FILL. VAPOR BARRIER MUST BE SEALED AT FOUNDATION

PERIMETER AND AT ALL PENETRATIONS.

6. SPACE SLAB CONTROL JOINTS AT COLUMNS, AND EQUALLY BETWEEN

COLUMNS, WITH A LENGTH TO WIDTH RATIO NO GREATER THAN 1.25:1.

RE: 1-3/S-502.

7. PROVIDE SLAB ISOLATION JOINT AT ALL COLUMNS. RE: 9/S-503.

8. PROVIDE ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT

CORNERS AND DISCONTINUOUS SLAB JOINTS. RE: 4/S-502.

9. COORDINATE LOCATIONS AND EXTENTS OF ALL RECESSED SLAB AREAS

WITH THE ARCHITECTURAL DWGS. RE: A2/S-501.

10. RE: S-501 - S-503 FOR TYPICAL FOUNDATION AND SLAB DETAILS.

11. ALL WALL AND COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

12. COORDINATE MECHANICAL AND PLUMBING PENETRATIONS AND DRAINS,

AS WELL AS ELECTRICAL AND TELECOM TRENCHES WITH MECH,

PLUMBING, AND ELECTRICAL DRAWINGS.

13. RE: S-601 FOR SCHEDULES

A B C D E

F G H

M

J K

L N P

Q R S T

U

PLAN

NORTH

4' 8' 16'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

FOUNDATION PLAN NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:4

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

SB111

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

F O

U N

D A

T

IO

N P

L A

N

A R

E A

A

APB

15215962

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S B

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

FOUNDATION PLAN - AREA A

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

1. ELEVATOR SUPPORT COLUMNS. SIZES TO BE CONFIRMED BASED ON FINAL

ELEVATOR DESIGN AND CORRESPONDING LOADS

4 6 7 8 10

E

F

G

9'

3' - 10" 21' - 2" 3' - 0" 28' - 0" 28' - 0"

MATCH LINE SB125

MATCH LINE SB117

M A

T C

H L

IN

E

S B

FS9.0 C5 FS9.0

F S

.0

C6 FS10.0

C5 FS6.0FS6.0

C5

F S

6.

C5 FS9.0

C6 FS10.0

SOG-6

5.9

F.8

FS6.0

C5

C5 FS9.0

32' - 0"

F C

3.

FC1.5

FC1.5

MW8

MW8

MW8

MW8

FC1.5

MW8

M W

SOG-12

FC3.0

MW8

M W

MW8

MW8 MW8

M W

C6

T/FTGT/FTG

T/FTG

T/FTG

T/FTG

T/FTG

T/FTG

T/FTG

F C

3.

M W

T/FTG

MW8

MW8

FC1.5

F C

3.

S-503

SIM

S-302

TYP

S-503

TYP

S-301

TYP

S-503

TYP

SOG-6

SOG-6

C5

SOG-6

-2' - 0"

-2' - 0"

T/FTG

-2' - 2"

-1' - 0"

-2' - 2"

MW8

FC1.5

FC1.5

FC1.5

MW8

FC1.5

FC3.0

F C

3.

S-301

S-301

S-301

S-301

SIM

C5

2'

8'

8'

2' - 2"

S-301

SIM

5' - 0" 6' - 0"

6' - 0"

T Y

P 1'

S-401

S-502

TYP

-1' - 0" -1' - 0"

T/FTG

-2' - 2"

-2' - 2" -2' - 0"

-2' - 2"

E.7

F.1

F.3

F.5

F.7

3.5 5.5

C W

F C

3.

PRECAST CONCRETE WALL PANEL,

RE: ARCH

SOG-6: 6" THICK SOG W/ #5 @ 12" O.C.

@ CENTER EACH WAY, TYP.

SOG-12: 12" THICK SOG W/ #5 @ 12" O.C.

T&B EACH WAY, TYP.

CMU WALLS

1. RE: DRAWING S-001 THROUGH S-004 FOR GENERAL NOTES AND DESIGN

CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND

DETAILS WITH ARCHITECTURAL DWGS.

3. TOP OF SLAB ELEVATION = RE: CIVIL. THE DATUM ELEVATION = 0’-0”. ALL

ELEVATIONS ARE REFERENCED FROM THIS ELEVATION.

4. TOP OF CONCRETE FOOTING ELEVATIONS = -2’-0” (TYP UNO).

5. SOG-# DENOTES A REINFORCED CONCRETE SLAB ON GRADE. RE: LEGEND

FOR THICKNESS AND REINF. PLACE SLAB OVER 15 MIL VAPOR BARRIER

AND 6" POROUS FILL. VAPOR BARRIER MUST BE SEALED AT FOUNDATION

PERIMETER AND AT ALL PENETRATIONS.

6. SPACE SLAB CONTROL JOINTS AT COLUMNS, AND EQUALLY BETWEEN

COLUMNS, WITH A LENGTH TO WIDTH RATIO NO GREATER THAN 1.25:1.

RE: 1-3/S-502.

7. PROVIDE SLAB ISOLATION JOINT AT ALL COLUMNS. RE: 9/S-503.

8. PROVIDE ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT

CORNERS AND DISCONTINUOUS SLAB JOINTS. RE: 4/S-502.

9. COORDINATE LOCATIONS AND EXTENTS OF ALL RECESSED SLAB AREAS

WITH THE ARCHITECTURAL DWGS. RE: A2/S-501.

10. RE: S-501 - S-503 FOR TYPICAL FOUNDATION AND SLAB DETAILS.

11. ALL WALL AND COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

12. COORDINATE MECHANICAL AND PLUMBING PENETRATIONS AND DRAINS,

AS WELL AS ELECTRICAL AND TELECOM TRENCHES WITH MECH,

PLUMBING, AND ELECTRICAL DRAWINGS.

13. RE: S-601 FOR SCHEDULES

A B C D E

F G H

M

J K

L N P

Q R S T

U

PLAN

NORTH

4' 8' 16'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

FOUNDATION PLAN NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:5

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

SB121

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

F O

U N

D A

T

IO

N P

L A

N

A R

E A

L

APB

15215972

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S B

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

FOUNDATION PLAN - AREA L

1. WALK-OFF MAT LOCATION. COORDINATE SLAB DEPRESSION AND

LOCATION WITH ARCH. RE: 8/S-502.

2. HOUSEKEEPING PAD. RE: ELEC AND TYPICAL INTERIOR EQUIPMENT PAD

DETAIL.

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

4 6 7 8 9 10

L

M

N

3'

3' - 10" 28' - 0" 28' - 0" 28' - 0" 4' - 0" 34' - 0"

W

X

W

X

W

X

W

X

W

X

W

X

W24X55 (28)

W24X55 (28) W

X

W

X

W

X

W24X55 (28)

W

X

M

C

X

.7

M A

T C

H L

IN

E

S F

M A

T C

H L

IN

E

S F

MATCH LINE SF117

W24X55 (40) W24X55 (28) W24X55 (28)

W24X55 (28) W24X55 (28) W24X55 (40)

W24X55 (40) W24X55 (28) W24X55 (28)

W18X35 (28) W18X35 (28) W18X35 (28)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W24X55 (34)

W

X

3'

-5

W

X

8)

W

X

8)

10.5

P

W

X

W

X

W

X

W

X

8)

SOD1

W

X

7' - 10" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

S-511

SIM

S-511

S-512

TYP

S-311

TYP

S-511

TYP

S-511

TYP

S-511

TYP

S-511

TYP

M A

T C

H L

IN

E

S F

M A

T C

H L

IN

E

S F

MATCH LINE SF117

W12X19

24' - 2"

S-512

TYP

SOD

SOD

S-511

T Y

P

8"

W10X12 W10X12 W10X12 W10X12 P=45k

S-512

TYP

P=15k P=15k P=15k

/4

W

X

W

X

W

X

1. RE: DRAWING S-001 THROUGH S-004 FOR GENERAL NOTES AND DESIGN

CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND

DETAILS WITH ARCHITECTURAL DWGS.

3. TOP OF SECOND FLOOR SLAB EL = +14’-0” FROM THE DATUM ELEVATION

UNLESS NOTED OTHERWISE.

4. TOP OF STEEL EL = +13’-7” FROM THE DATUM ELEVATION UNLESS NOTED

THUS (+/-X’-X”) FROM THIS BASE STEEL ELEVATION.

5. RE: DRAWING S-201 FOR FRAME ELEVATIONS.

6. RE: DRAWING S-601 FOR SCHEDULES.

7. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH

MEP DRAWINGS.

8. RE: DRAWING S-511 & S-512 FOR TYPICAL FRAMING DETAILS.

9. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.

10. RUNWAY RAIL ALIGNMENT PER CMAA 70 MUST BE PERFORMED BY THE

CRANE INSTALLER.

11. P= SIGNIFIES THE AXIAL REACTION AT EACH END OF THE BEAM.

1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY

CRANE CENTER.

2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT

LOCATION.

3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND

ROOF FOR THE EXTENTS SHOWN .

4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.

5. STEEL STAIR BY STEEL DESIGNER.

6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/

MECH.

7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS

INDICATED.

8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST

WALL MFR TO VERIFY LOADING.

9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE

SAFETY AND ARCH DRAWINGS.

10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH

DRAWINGS.

A B C D E

F G H

M

J K

L N P

Q R S T

U

PLAN

NORTH

4' 8' 16'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

FLOOR FRAMING PLAN NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:5

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

SF112

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

S E

C O

N D

F L O

O R

C

R A

N E

R U

N W

A Y

F R

A M

IN

G

P L A

N

A R

E A

B

APB

15215983

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S F

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

SECOND FLOOR / CRANE RUNWAY FRAMING PLAN - AREA B

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

4 6 7 8 9 10

E

F

G

9'

28' - 0" 28' - 0" 28' - 0" 28' - 0" 4' - 0"

3' - 10"

M A

T C

H L

IN

E

S F

C15X33.9W24X84

C15X33.9W24X84

C15X33.9W24X84

C15X33.9W24X84

C15X33.9W24X84 C15X33.9W24X84

5.9

3' - 0"

F.8

(+7'-4")

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W30X90 (24) W30X90 (46) W30X90 (28) W30X90 (48)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

6)

W

X

6)

W24X55 (56)

M C

X

.7

W

X

M

C

X

.7 W

X

M C

X

.7

W

X

SOD1

S-511

TYP

S-512

TYP

S-511

TYP

S-511

TYP

S-511

TYP

2 2

MATCH LINE SF125

MATCH LINE SF117

M A

T C

H L

IN

E

S F

MATCH LINE SF125

S-512

TYP

TYP

SOD

S-401

3'

-5

3'

-5

3'

-5

(+7'-4")

(+7'-4")

(+7'-4")

(+7'-4")

(+7'-4")

3.5 5.5

S-512

TYP

TOW 21' - 7"

TOW 21' - 7"

S-312

S-312

S-312

S-312

W

X

S-311

TYP

1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND

DETAILS WITH ARCHITECTURAL DWGS.

3. TOP OF SECOND FLOOR SLAB EL = +22’-0” FROM THE DATUM ELEVATION.

4. TOP OF STEEL EL = +21’-7” FROM THE DATUM ELEVATION UNLESS NOTED

THUS (+/-X’-X”) FROM THIS BASE STEEL ELEVATION.

5. RE: DRAWING S-201 FOR FRAME ELEVATIONS.

6. RE: DRAWING S-601 FOR COLUMN SCHEDULE.

7. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH

M/E/P DRAWINGS.

8. RE: DRAWING S-511 & S-512 FOR TYPICAL FRAMING DETAILS.

9. DENOTES FULL MOMENT CONNECTION. RE: CONNECTION DESIGN.

10. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.

1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY

CRANE CENTER.

2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT

LOCATION.

3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND

ROOF FOR THE EXTENTS SHOWN .

4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.

5. STEEL STAIR BY STEEL DESIGNER.

6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/

MECH.

7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS

INDICATED.

8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST

WALL MFR TO VERIFY LOADING.

9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE

SAFETY AND ARCH DRAWINGS.

10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH

DRAWINGS.

A B C D E

F G H

M

J K

L N P

Q R S T

U

PLAN

NORTH

4' 8' 16'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

FLOOR FRAMING PLAN NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:5

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

SF121

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

S E

C O

N D

F L O

O R

C

R A

N E

R U

N W

A Y

F R

A M

IN

G

P L A

N

A R

E A

L

APB

15215992

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S F

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

SECOND FLOOR / CRANE RUNWAY FRAMING PLAN - AREA L

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

16 17 18

E

F

G

68' - 0" 68' - 0"

MATCH LINE SF120

M A

T C

H L

IN

E

S F

M C

X

.7

W

X

W

X

M

C

X

.7

C

X

.7 W

X

W

X

M

C

X

.7

C

X

.7 W

X

W

X

M

C

X

.7

C

X

.7 W

X

M C

X

.7

W

X

M

C

X

.7 W

X

29' - 2"

1' - 6" 1' - 6" 1' - 6"

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

W10X22 (22)

SOD1

MATCH LINE SF128

MATCH LINE SF120

M A

T C

H L

IN

E

S F

MATCH LINE SF128

S-512

TYP

S-311

TYP

3'

-5

3'

-5

3'

-5

3'

-5

3'

-5

3'

-5 3'

-5

3'

-5

3'

-5

TOW 12' - 6"

TOW 13' - 7"

TOS 14' - 0"

W

X

W

X

TOS 11' - 7 1/8"

W

X

W

X

S-511

TYP

S-511

TYP

S-311

SOD1

1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND

DETAILS WITH ARCHITECTURAL DWGS.

3. TOP OF SECOND FLOOR SLAB EL = +22’-0” FROM THE DATUM ELEVATION.

4. TOP OF STEEL EL = +21’-7” FROM THE DATUM ELEVATION UNLESS NOTED

THUS (+/-X’-X”) FROM THIS BASE STEEL ELEVATION.

5. RE: DRAWING S-201 FOR FRAME ELEVATIONS.

6. RE: DRAWING S-601 FOR COLUMN SCHEDULE.

7. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH

M/E/P DRAWINGS.

8. RE: DRAWING S-511 & S-512 FOR TYPICAL FRAMING DETAILS.

9. DENOTES FULL MOMENT CONNECTION. RE: CONNECTION DESIGN.

10. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.

1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY

CRANE CENTER.

2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT

LOCATION.

3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND

ROOF FOR THE EXTENTS SHOWN .

4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.

5. STEEL STAIR BY STEEL DESIGNER.

6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/

MECH.

7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS

INDICATED.

8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST

WALL MFR TO VERIFY LOADING.

9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE

SAFETY AND ARCH DRAWINGS.

10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH

DRAWINGS.

A B C D E

F G H

M

J K

L N P

Q R S T

U

PLAN

NORTH

4' 8' 16'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

FLOOR FRAMING PLAN NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:5

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

SF124

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

S E

C O

N D

F L O

O R

C

R A

N E

R U

N W

A Y

F R

A M

IN

G

P L A

N

A R

E A

P

APB

15215995

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S F

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

SECOND FLOOR / CRANE RUNWAY FRAMING PLAN - AREA P

M A

R K

D E

S C

R

IP

TI

O

N D

A T

1.1 2 3 4

L

M

N

0"

5'

3'

1'

2' - 10"

9' - 6"

3' - 1" 2' - 6"

10' - 0" 17' - 0" 24' - 0" 28' - 0"

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

W18X35

W18X35

K

/1

K

/1

MATCH LINE SF217

M A

T C

H L

IN

E

S F

W24X55

W24X55

W18X35

W18X35

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

W

X

K

/1

K

/1

K

/1

W18X35

W18X35

W24X55

W24X55

W18X35

W24X55

W

X

W

X

W

X

K

/1

W

X

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1

K

/1 50 W

X

P

SD1SD1

W

X

W

X

W10X12

W

X

S-401

10.1

P.1

L.8

S-521

TYP

S-521

S-521

TYP

S-521

TYP

S-521

TYP

S-521

TYP

S-521

TYP

1.2 1.50.2

S-521

MATCH LINE SF217

M A

T C

H L

IN

E

S F

W10X12 BLW

W18X35

S-321

TYP

W12X45

W

X

SD1SD1

SD1SD1

S-201

S L O

P E

S-521

TYP

5 1/2"

/4

6 1/2"

1/

4" 5 1/

4"

SHEARWALL

HOLDDOWNS

RE: 2/S-523,

TYP OF (4)

9 10 9

9 9

L4x4x1/4

L4x4x1/4

1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND

DETAILS WITH ARCHITECTURAL DWGS.

3. ROOF STEEL SLOPES. REFER TO PLAN FOR TOP OF STEEL/TOP OF JOIST

ELEVATIONS. ELEVATIONS NOTED THUS (+/-X’-X”) DENOTE STEEL

ELEVATION VARIATIONS FROM THE SLOPING STEEL PLANE.

4. RE: DRAWING S-201 FOR FRAME ELEVATIONS.

5. REFER TO TYPICAL ROOF OPENING DETAIL ON S-522 FOR ROOF OPENING

FRAMING. COORDINATED SIZE, LOCATION, AND QUANTITY OF OPENINGS

WITH MEP DRAWINGS AND MECHANICAL CONTRACTOR.

6. RE: DRAWING S-521 & S-522 FOR TYPICAL FRAMING DETAILS.

7. LOCATIONS AND WEIGHTS OF THE EQUIPMENT SHOWN ON THE PLAN HAVE

BEEN ASSUMED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO

COORDINATE FINAL UNIT LOCATIONS AND WEIGHTS (AND ADDITIONAL

UNITS) AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW PRIOR TO

PROCEEDING WITH ANY FABRICATION.

8. JOISTS ARE EQUALLY SPACED BETWEEN COLUMNS, U.N.O.

9. "D=" IN THE JOIST CALLOUTS SIGNIFIES THE ULTIMATE AXIAL LOAD THAT

THE JOISTS AND JOIST SEATS SHOULD BE DESIGNED FOR.

10. P= SIGNIFIES THE ULTIMATE AXIAL REACTION AT EACH END OF THE BEAM.

11.GIRDERS ALONG GRID "A" TO HAVE MAX VERTICAL DEFLECTION OF 1/2 INCH

UNDER TOTAL LOAD. ALL OTHER GIRDER TRUSSES TO BE DESIGNED TO

L/360 MAX VERTICAL DEFLECTION UNDER TOTAL LOAD.

12. "*" INDICATED THAT K JOISTS HAVE 5" BEARING SEAT AT GRIDS F AND G.

13. FOR DRAG CONNECTIONS, RE: 10/S-522.

1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY

CRANE CENTER.

2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT

LOCATION.

3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND

ROOF FOR THE EXTENTS SHOWN .

4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.

5. STEEL STAIR BY STEEL DESIGNER.

6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/

MECH.

7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS

INDICATED.

8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST

WALL MFR TO VERIFY LOADING.

9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE

SAFETY AND ARCH DRAWINGS.

10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH

DRAWINGS.

A B C D E

F G H

M

J K

L N P

Q R S T

U

PLAN

NORTH

4' 8' 16'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

ROOF FRAMING PLAN NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:0

:5

P

M

C U s e rs

\J e ff .C o rs o n

\D o c u m e n ts \P

-E n g in e

-2

-S

J e ff .C o rs o n

.r v t

SF211

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

R O

O F

F R

A M

IN

G

P L A

N

A R

E A

A

APB

15216002

JPW YDD

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

S F

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

ROOF FRAMING PLAN - AREA A

M A

R K

D E

S C

R

IP

TI

O

N D

A T

E

A

M E

N D

M E

N T

A

M E

N D

M E

N T

QUAD

RECEPTACLE 480V, 3PH

RECEPTACLE

240V, 1PH

RECEPTACLE

120V CORD REEL120V CORD REEL

480V, 3PH

RECEPTACLE

120V CORD REEL

QUAD

RECEPTACLE

480V, 3PH

RECEPTACLE

240V, 1PH

RECEPTACLE

QUAD

RECEPTACLE

EQ200 EQ200 EQ200 EQ104

1 1 b a b b a b b aa a a

QUAD

RECEPTACLE

2 2

TYP

PEDESTAL MOUNTED

QUAD RECEPTACLE

PEDESTAL MOUNTED

QUAD RECEPTACLE

PEDESTAL MOUNTED

QUAD RECEPTACLE

2 22 b b b bb

A B C D E

F G H

M

J K

L N P

Q R S T

U

2' 4' 8'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:4

:0

P

M

C U s e rs

\M e lis s a

.S c h ia v o n e

\D o c u m e n ts \P

-E n g in e

-2

-E m e lis s a

.s c h ia v o n e

.r v t

E-418

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

E L E

C T

R

IC

A L

E N

L A

R G

E D

P L A

N S

DKB

15216981

MLS ETH

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

E -4

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

RACK ELEVATION - C101 PM RAILS + HORIZONTALS

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

RACK ELEVATION - E104 BX / MRB

1 PLUMBING COMPRESSED AIR OUTLET / FUTURE COMPRESSED AIR

CORD REEL. COORDINATE MOUNTING HEIGHT WITH PLUMBING

INSTALLATION. SEE SHEETS P-301 AND P-503 FOR MORE INFORMATION.

2 TELECOM OUTLET. COORDINATE MOUNTING HEIGHT WITH TELECOM

INSTALLATION. SEE SHEET T-520 FOR MORE INFORMATION.

3 ELECTRICAL CONDUIT AREA.

1 SEE SHEETS E-001 AND E-002 FOR ELECTRICAL NOTES, SYMBOLS, AND

ABBREVIATIONS.

2 FOR ALL ELECTRICAL EQUIPMENT (RECEPTACLES, CORD REELS,

DISCONNECTS, ETC.), SEE SHEET E-001 AND EP SERIES SHEETS FOR

ADDITIONAL INFORMATION AND MOUNTING HEIGHTS.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M M

E N

D M

E N

T

480V, 3PH

RECEPTACLE

240V, 1PH

RECEPTACLE

120V CORD REEL120V CORD REEL 120V CORD REEL 120V CORD REEL

QUAD

RECEPTACLE

QUAD

RECEPTACLE

480V, 3PH

RECEPTACLE

QUAD

RECEPTACLE

240V, 1PH

RECEPTACLE

EQ200 EQ200 EQ200 EQ200

1 1 a b

444 4 a b a b a b a b a b

480V, 3PH

RECEPTACLE

QUAD

RECEPTACLE

480V, 3PH

RECEPTACLE

480V, 3PH

RECEPTACLE

QUAD

RECEPTACLE

30A

DISCONNECT

SWITCH

a

30A DISCONNECT

SWITCH3

a a b a a

120V CORD REEL

240V, 1PH

RECEPTACLE

QUAD

RECEPTACLE

240V, 1PH

RECEPTACLE

480V, 3PH

RECEPTACLE

QUAD

RECEPTACLE

120V CORD REEL

2 2

SEE DETAIL 4

THIS SHEET

a

240V, 1PH

RECEPTACLE

120V CORD REEL

480V, 3PH

RECEPTACLE

a ab

A B C D E

F G H

M

J K

L N P

Q R S T

U

2' 4' 8'0'

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

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES#

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

/2

/2

:2

:3

P

M

C U s e rs

\M e lis s a

.S c h ia v o n e

\D o c u m e n ts \P

-E n g in e

-2

-E m e lis s a

.s c h ia v o n e

.r v t

E-427

P -6

E

N G

IN

E

R E

P A

IR

F

A C

IL

IT

Y

E L E

C T

R

IC

A L

E N

L A

R G

E D

P L A

N S

DKB

15216990

MLS ETH

1817922

N A

S J

A C

K S

O N

V

IL

L E

F

L N

A V

F A

C S

E

S O

U T

H E

A S

T

E -4

FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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

RACK ELEVATION - JC101 CORRIDOR

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

RACK ELEVATION F102

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

RACK ELEVATION C103-1

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

RACK ELEVATION C103-2

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

RACK ELEVATION C103-3

1 PLUMBING COMPRESSED AIR OUTLET / FUTURE COMPRESSED AIR

CORD REEL. COORDINATE MOUNTING HEIGHT WITH PLUMBING

INSTALLATION. SEE SHEETS P-301 AND P-503 FOR MORE INFORMATION.

2 TELECOM OUTLET. COORDINATE MOUNTING HEIGHT WITH TELECOM

INSTALLATION. SEE SHEET T-520 FOR MORE INFORMATION.

3 CONFIRM THAT THE HEIGHT OF ALL ELECTRICAL DISCONNECTS CAN BE

OPERATED FROM A READILY ACCESSIBLE LOCATION AND DOES NOT

EXCEED 6'-7" ABOVE FINSIHED FLOOR IN ACCORDANCE WITH NEC

ARTICLE 404.8.

4 ELECTRICAL CONDUIT AREA.

1 SEE SHEETS E-001 AND E-002 FOR ELECTRICAL NOTES, SYMBOLS, AND

ABBREVIATIONS.

2 FOR ALL ELECTRICAL EQUIPMENT (RECEPTACLES, CORD REELS,

DISCONNECTS, ETC.), SEE SHEET E-001 AND EP SERIES SHEETS FOR

ADDITIONAL INFORMATION AND MOUNTING HEIGHTS.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

A

M M

E N

D M

E N

T

LIGHTING FIXTURE SCHEDULE

TYPE DESCRIPTION MOUNTING LAMP TYPE

INPUT

WATTAGE VOLTAGE

LIGHTING

PLATE

DETAIL REMARKS

G4 4' RECESSED LED LINEAR RECESSED LINEAR LED

600 LUMENS / FT, 80 CRI, 3500K CCT

6 / FT 277 NL-4/E-501 PROVIDE FIXTURE WITH FLUSH LENS AND 0-10V, 1% DIMMING.

G4E 4' RECESSED LED LINEAR RECESSED LINEAR LED

600 LUMENS / FT, 80 CRI, 3500K CCT

6 / FT 277 NL-4/E-501 PROVIDE FIXTURE WITH FLUSH LENS AND 0-10V, 1% DIMMING.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

H1 LED HIGH BAY (6 BAR) WITH FROSTED ACRYLIC LENS AND WIRED NETWORKED

EMBEDDED CONTROLS. PREMIUM EFFICIENCY LUMEN PACKAGE. GENERAL

DISTRIBUTION. MANUFACTURER STANDARD DIMMING TO 10%. PROVIDE

PHOTOSENSING CONTROL WHERE INDICATED. GLOSS WHITE FINISH. INTEGRAL

OCCUPANCY SENSOR.

RIGID STEM LED, 48000 LUMENS, 80 CRI, 4000K CCT 280 277 NL-24/E-502 MOUNT FIXTURE AT 27' AFF, UNLESS OTHERWISE NOTED.

SEE DETAIL 3 ON SHEET E-504.

H1E LED HIGH BAY (6 BAR) WITH FROSTED ACRYLIC LENS AND WIRED NETWORKED

EMBEDDED CONTROLS. PREMIUM EFFICIENCY LUMEN PACKAGE. GENERAL

DISTRIBUTION. MANUFACTURER STANDARD DIMMING TO 10%. PROVIDE

PHOTOSENSING CONTROL WHERE INDICATED. GLOSS WHITE FINISH. INTEGRAL

OCCUPANCY SENSOR. INTEGRAL EMERGENCY DIMMING UL 924 POWER PACK.

RIGID STEM LED, 48000 LUMENS, 80 CRI, 4000K CCT 280 277 NL-24/E-502 MOUNT FIXTURE AT 27' AFF, UNLESS OTHERWISE NOTED. FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

SEE DETAIL 3 ON SHEET E-504.

H2 2' LED LOW BAY (4 BAR) WITH FROSTED ACRYLIC LENS AND WIRED NETWORKED

EMBEDDED CONTROLS. PREMIUM EFFICIENCY LUMEN PACKAGE. GENERAL

DISTRIBUTION. MANUFACTURER STANDARD DIMMING TO 10%. GLOSS WHITE

FINISH. INTEGRAL OCCUPANCY SENSOR.

SURFACE LED, 12000 LUMENS, 80 CRI, 4000K CCT 69 277 NL-25/E-502 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

SEE DETAIL 3 ON SHEET E-504.

H2E 2' LED LOW BAY (4 BAR) WITH FROSTED ACRYLIC LENS AND WIRED NETWORKED

EMBEDDED CONTROLS. PREMIUM EFFICIENCY LUMEN PACKAGE. GENERAL

DISTRIBUTION. MANUFACTURER STANDARD DIMMING TO 10%. GLOSS WHITE

FINISH. INTEGRAL OCCUPANCY SENSOR. INTEGRAL EMERGENCY DIMMING UL 924

POWER PACK.

SURFACE LED, 12000 LUMENS, 80 CRI, 4000K CCT 69 277 NL-25/E-502 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING. FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

SEE DETAIL 3 ON SHEET E-504.

H3 8' LENSED LINEAR LED STRIPLIGHT WITH WIRED NETWORKED EMBEDDED

CONTROLS. PREMIUM EFFICIENCY LUMEN PACKAGE. LESS LOUVER, FLAT

DIFFUSE LENS. GENERAL DISTRIBUTION. WHITE FINISH. INTEGRAL OCCUPANCY

SENSOR.

SURFACE LED, 14000 LUMENS, 80 CRI, 4000K CCT 88 277 NL-23/E-501 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

H3E 8' LENSED LINEAR LED STRIPLIGHT WITH WIRED NETWORKED EMBEDDED

CONTROLS. PREMIUM EFFICIENCY LUMEN PACKAGE. LESS LOUVER, FLAT

DIFFUSE LENS. GENERAL DISTRIBUTION. WHITE FINISH. INTEGRAL OCCUPANCY

SENSOR. INTEGRAL EMERGENCY DIMMING UL 924 POWER PACK.

SURFACE LED, 14000 LUMENS, 80 CRI, 4000K CCT 88 277 NL-23/E-501 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

H4 8' LENSED LINEAR LED STRIPLIGHT. PREMIUM EFFICIENCY LUMEN PACKAGE.

LESS LOUVER, FLAT DIFFUSE LENS. GENERAL DISTRIBUTION. WHITE FINISH.

SUSPENDED LED, 14000 LUMENS, 80 CRI, 4000K CCT 88 277 NL-23/E-501 MOUNT FIXTURE 10'-0" AFF, UNLESS OTHERWISE NOTED. PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

H4E 8' LENSED LINEAR LED STRIPLIGHT. PREMIUM EFFICIENCY LUMEN PACKAGE.

LESS LOUVER, FLAT DIFFUSE LENS. GENERAL DISTRIBUTION. WHITE FINISH.

SUSPENDED LED, 14000 LUMENS, 80 CRI, 4000K CCT 88 277 NL-23/E-501 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

J LED SUSPENDED LINEAR LIGHT

WITH DIRECT/INDIRECT DISTRIBUTION

SUSPENDED LED

800 DIRECT LUMENS - 400 INDIRECT

LUMENS, 80 CRI, 3500K CCT

6.4/FT DIRECT

: 2.6/FT

INDIRECT

277 NL-4/E-501 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, WITH UNINTERUPTED CENTER BALANCED SEGMENTS OF THE LONGEST EQUAL LENGTHS

POSSIBLE.

K1 LED COVELIGHT COVE LED

1000 LUMENS/FT, 80 CRI, 3500K CCT

9.5/FT 277 NL-10/E-501 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, FIELD ADJUSTABLE ASYMMETRIC DISTRIBUTION, AND UNINTERUPTED SEGMENTS OF THE

LONGEST LENGTHS POSSIBLE.

K8 LED COVELIGHT COVE LED

800 LUMENS/FT, 80 CRI, 3500K CCT

7.4/FT 277 NL-10/E-501 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, FIELD ADJUSTABLE ASYMMETRIC DISTRIBUTION, AND UNINTERUPTED SEGMENTS OF THE

LONGEST LENGTHS POSSIBLE.

L1 LED LINEAR WALL WASHER RECESSED LED

650 LUMENS/FT, 80 CRI, 3500K CCT

5 / FT 277 NL-9/E-502 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, WITH UNINTERUPTED SEGMENTS OF THE LONGEST EQUAL LENGTHS POSSIBLE.

N1E WET LOCATION HIGH ABUSE 4' WALL MOUNTED LINEAR WALL SURFACE LED

4000 LUMENS 80 CRI, 3500K CCT

33 277 NL-21/E-501 IP66 RATED LOCATED IN ELEVATOR SHAFT.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

N2E WET LOCATION HIGH ABUSE 4' LED STRIPLIGHT SURFACE LED

4000 LUMENS, 80 CRI, 3500K CCT

33 277 NL-21/E-501 IP66 RATED LOCATED AT TOP OF ELEVATOR SHAFT.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Q1 4' WALL MOUNTED LINEAR WALL SURFACE LED

3000 LUMENS 80 CRI, 3500K CCT

25 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

Q1E 4' WALL MOUNTED LINEAR WALL SURFACE LED

3000 LUMENS 80 CRI, 3500K CCT

25 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Q2 4' WALL MOUNTED LINEAR WALL SURFACE LED

4000 LUMENS 80 CRI, 3500K CCT

35 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

Q2E 4' WALL MOUNTED LINEAR WALL SURFACE LED

4000 LUMENS 80 CRI, 3500K CCT

35 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Q4E 4' WALL MOUNTED LINEAR WALL SURFACE LED

6000 LUMENS 80 CRI, 3500K CCT

49 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Q11 4' SURFACE MOUNTED LINEAR SURFACE LED

3000 LUMENS, 80 CRI, 3500K CCT

24 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

Q11E 4' SURFACE MOUNTED LINEAR SURFACE LED

3000 LUMENS, 80 CRI, 3500K CCT

24 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Q22 4' SURFACE MOUNTED LINEAR SURFACE LED

4000 LUMENS, 80 CRI, 3500K CCT

33 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

Q22E 4' SURFACE MOUNTED LINEAR SURFACE LED

4000 LUMENS, 80 CRI, 3500K CCT

33 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Q44E 4' SURFACE MOUNTED LINEAR SURFACE LED

6000 LUMENS, 80 CRI, 3500K CCT

49 277 NL-7/E-501 PROVIDE SQUARE LENS WITH A SMOOTH DIFFUSER AND 0-10V, 1% DIMMING.

FIXTURE TO HAVE INTEGRATED SENSORS FOR OCCUPANCY AND DAYLIGHT HARVESTING FOR AUTOMATIC DIMMING CONTROL.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

RNG1 72" DIAMETER, 12" HIGH, LED ACOUSTIC RING LIGHT SUSPENDED LED

268 LUMENS, 80 CRI, 3500K CCT

116 277 NL-5/E-502 SUSPEND FIXTURE WITH RECESSED MOUNTING AT 11'-0" AFF. PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, WHITE CANOPY DRESS PLATE AND POWER CORD, AND FELT COLOR (DUSK). FINISHES TO BE CONFIRMED WITH INTERIORS FOR FINAL FIXTURE SELECTION.

RNG2 72" DIAMETER, 12" HIGH, LED ACOUSTIC RING LIGHT SUSPENDED LED

268 LUMENS, 80 CRI, 3500K CCT

116 277 NL-5/E-502 SUSPEND FIXTURE WITH RECESSED MOUNTING AT 12'-6" AFF. PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, WHITE CANOPY DRESS PLATE AND POWER CORD, AND FELT COLOR (NICKEL). FINISHES TO BE CONFIRMED WITH INTERIORS FOR FINAL FIXTURE SELECTION.

RNG3 72" DIAMETER, 12" HIGH, LED ACOUSTIC RING LIGHT SUSPENDED LED

268 LUMENS, 80 CRI, 3500K CCT

116 277 NL-5/E-502 SUSPEND FIXTURE WITH RECESSED MOUNTING AT 14'-0" AFF. PROVIDE FIXTURE WITH 0-10V, 1% DIMMING, WHITE CANOPY DRESS PLATE AND POWER CORD, AND FELT COLOR (ARMOR). FINISHES TO BE CONFIRMED WITH INTERIORS FOR FINAL FIXTURE SELECTION.

T1 4' LED LINEAR FLUSH IN ACOUSTIC

TILE

LED

550 LUMENS/FT, 80 CRI, 3500K CCT

16 277 NL-44/E-503 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

T1E 4' LED LINEAR FLUSH IN ACOUSTIC

TILE

LED

550 LUMENS/FT, 80 CRI, 3500K CCT

16 277 NL-44/E-503 PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

FULL ON EMERGENCY POWER PROVIDED BY BACKUP GENERATOR.

Y 2.25" DISPLAY CASE DOWNLIGHT RECESSED LED

180 LUMENS, 85 CRI, 3000K CCT

5 277 N/A PROVIDE FIXTURE WITH 0-10V, 1% DIMMING.

Z 28" WALL MOUNTED SCONCE WALL SURFACE LED, 1100 LUMENS, 80 CRI, 3500K CCT 10 277 NL-18/E-503 MOUNT ADA RATED FIXTURE AT 6'-0" ON CENTER AFF, UNLESS OTHERWISE NOTED.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

S O

U T

H E

A S

T N

A V

A L A

IR

S

T A

T

IO

N

J A

C K

S O

N V

IL

L E

F

L

AS NOTED

MOON TOWNSHIP, PA 15108

100 AIRSIDE DRIVE

JOSEPH HIGGINS

DOMINIC DRDLA

SCOTT WALDROFF

JEREMY DeRYK

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FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025

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1. PROVIDE LOCK-ON CIRCUIT BREAKERS FOR ALL FIRE PROTECTION CIRCUITS. PERMANENTLY IDENTIFY IN RED THE LOCK-ON BREAKERS IN THE BRANCH PANELBOARDS, DISTRIBUTION EQUIPMENT, AND DEDICATED PANELBOARDS WITHOUT OBSTRUCTING MANUFACTURER’S MARKINGS ON THE BREAKERS.

NOTES:

TOTAL EST. DEMAND: 27 A

TOTAL CONN: 26 A

TOTAL EST. DEMAND: 6450 VA

Power 5700 VA 100.00% 5700 VA TOTAL CONN. LOAD: 6300 VA

Motor 600 VA 125.00% 750 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

NEC ARTICLE 220 DEMAND LOAD 6.5 KVA AMPS

CONNECTED LOAD 6.3 KVA AMPS

27.5 25.0 AMPS

ADDITONAL LOAD SUMMARY: TOTAL 3.3 3.0 KVA

-- 29 PROVISIONED SPACE -- -- -- 1 -- -- 1 -- -- -- PROVISIONED SPACE 30 --

-- 27 PROVISIONED SPACE -- -- -- 1 -- -- 1 -- -- -- PROVISIONED SPACE 28 --

-- 25 PROVISIONED SPACE -- -- -- 1 -- -- 1 -- -- -- PROVISIONED SPACE 26 --

-- 23 PROVISIONED SPACE -- -- -- 1 -- -- 1 -- -- -- PROVISIONED SPACE 24 --

-- 21 SPARE -- -- 20 1 0 -- 1 --…