N4008519R9186_D_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf

3/8 3/8

0' - 1"

0'

5"

LUGSEE BASEPLATE DETAILS SEE BASEPLATE DETAILS

T/ FTG OR PIER EL

SEE PLAN

BASE PLATE (SEE DETAILS FOR SIZE AND THK)

B/ BASE PLATE EL = T/ FTG OR PIER EL + 1 1/2",

PROVIDE 1/4" THICK MASTIC COATING ON

EXPOSED PORTIONS OF BASE PLATE, ANCHOR

RODS AND COLUMN BELOW TOP OF SLAB TO

PREVENT CORROSION

NON-SHRINK

GROUT

ANCHOR ROD,

SEE DETAILS

LEVELING NUTS WITH PLATE

WASHERS OR SHIM

COL

NUTS WITH PLATE WASHERS, WASHER

SIZE 1/2" THK x 3" x 3", HOLE IN WASHER =

DIA OF ANCHOR ROD + 1/16"

TACK WELD NUT TO

ANCHOR ROD

SE

E

D

ET

AI

LS

EM

BE

D M

EN

T

(4) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

SHEAR LUG

SEE

NOTES:

1. SET AND SECURE ANCHOR RODS WITH TEMPLATES PRIOR TO PLACING CONCRETE.

2. PROVIDE 1/2" MINIMUM EXTENSION OF ANCHOR RODS ABOVE TOP NUT.

3. INSTALL GROUT AFTER COLUMN HAS BEEN PLUMBED AND PRIOR TO ERECTION OF ROOF STEEL FRAMING.

4. PIER OUTLINE AND PIER REINFORCEMENT SHOWN FOR COORDINATION PURPOSES; SEE PIER DETAILS FOR ADDITIONAL INFO; PLACE VERTICAL PIER REINF TO AVOID INTERFERENCE WITH ANCHOR RODS AND NUTS.

1' - 8"

3'

8"

2' - 4"

1'

1'

1"

1' - 8"

2'

2"

2'

2' - 8"

EQ

EQ

2' - 0"

2'

2"

COL

COL

EQ EQ

2' - 4"

EQ

EQ

2'

COL

COL

1'

0'

5" 1'

5"

CL PIER,

PLATE

EQ EQ

EQ

EQ

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

EQ EQ

EQ EQ

COL

COL

CL PIER, PLATE

1' - 2" 0' - 2" 1' - 4"

0' - 10" 0' - 2" 1' - 0"

EQ

EQ

3'

8"

2' - 8"

1'

1'

1"

2' - 0"

COL

COL

1'

0'

5" 1'

5"

CL PIER,

PLATE

0' - 2" TYP

1' - 2" 0' - 2" 1' - 4"

0' - 10" 0' - 2" 1' - 0"

CL PIER, PLATE

0' - 2" TYP

0'

9" 1'

2"

0'

9"

0'

9" 1'

2"

0'

9"

5/16 5/16 5/16 5/16

BASEPLATE TYPE 1 (MARK BP1) BASEPLATE TYPE 2 (MARK BP2)

NOTE: PROVIDE ANCHOR TENSION

REINFORCEMENT

BASEPLATE TYPE 3 (MARK BP3)

NOTE: PROVIDE ANCHOR TENSION

REINFORCEMENT

BASEPLATE TYPE 4 (MARK BP4)

NOTE: PROVIDE ANCHOR TENSION

REINFORCEMENT

(8) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

(6) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

(8) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

1" THK BASEPLATE 1" THK BASEPLATE 1" THK BASEPLATE

1" THK BASEPLATE

3'

0"

3'

0"

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

4/

/ 2

1:

:0

PM

OSB-S-503

28876

C R

AN

E, IN

D

IA

N

A

AMP AMP TBD

ST

R

U C

TU

R

AL

D

ET

AI

LS

N

SA

C R

AN

E U

N D

ER

W

AT

ER

L

AU

N C

H T

ES

T

FA

C

IL

IT

Y

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

C O

M M

AN

D

M

ID

-A

TL

AN

TI

C

C

TF

-S -5

ST

R

U C

TU

R

AL

D

ET

AI

LS

NTSB2 BPL W/ SHEAR LUG

NTSB1 ANCHOR ROD

COLUMN SCHEDULE

TYPE MARK TYPE

CAP PLATE

THK COMMENTS

C4.0 W18X76

C6.0 HSS4X4X3/16 3/8"

C7.0 HSS4X4X5/16 3/8"

1" = 1'-0"C1 BASEPLATE CONFIGURATIONS

M

AR

K D

E S C

R

IP

TI

O

N D

AT

E

AP

PR

O

VE

R T

H E

SH

O

U

LD

ER

R

EV

IE

W 0 4

/2 4/ stmurphy stmurphy Typewritten Text

CONCEPT DEVELOPMENT

STANDARD AISC DOUBLE

ANGLE CONNECTION

BEAM, SEE PLAN

SUPPORT BEAM

REACTIONS, SEE PLAN AND

GENERAL NOTES

IF CONNECTING BEAM

DEPTHS ARE UNEQUAL,

COPE SHALLOWER BEAM

AS REQUIRED TO CLEAR

BOLTS FROM DEEPER

BEAM ON OPPOSITE SIDE

T/ STL EL

SEE PLAN

0' - 0 1/2"

3 SIDE, TYP

WEB THICKNESS

STEEL BEAM,

SEE PLAN

SINGLE PLATE SHEAR

CONNECTION

HS BOLTS IN STD OR SHORT HORZ

SLOTTED HOLES AS REQD TO

SUPPORT DESIGN SHEAR LOAD.

MIN NUMBER OF ROWS PER

STRUCTURAL STEEL NOTES

NOTES:

1. PROVIDE SINGLE PLATE CONNECTION IN ACCORDANCE WITH AISC STANDARD.

2. A SPANDREL MEMBER IS DEFINED AS ANY MEMBER WITH MEMBERS FRAMING IN

FROM ONE SIDE ONLY (THAT IS, BEAMS OR GIRDERS ON BUILDING PERIMETER,

AROUND STAIRS AND SHAFTS, ETC).

3. SEE PLANS AND STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS.

T/ STL EL

SEE PLAN

NOTES:

1. DESIGN CONNECTION TO BEAM WEB TO RESIST V = R AND M = R x e

COL

COL

BEAM WEB

BEAM WEB

LINE OF REACTION (R)

e e

BOLTS OR

CENTROID OF WELD

BOLTS OR

CENTROID OF WELD

COLUMN, SEE PLAN

3/8" CAP PLATE

MIN

0' - 1 1/2"

MAX

0' - 2 15/16"

SINGLE PLATE SHEAR

CONNECTION W/ HS

BOLTS IN STD OR SHORT

HORZ SLOTTED HOLES

COL

NOTES:

1. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS.

D /2

M

IN

D

NOTES:

1. PROVIDE EITHER STANDARD AISC SINGLE PLATE OR DOUBLE ANGLE CONNECTIONS.

2. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS.

COL

DOUBLE ANGLE SHEAR

CONNECTION W/ HS BOLTS,

SHORT SLOTTED HOLES IN

ANGLES & STD HOLES IN BEAM

D /2

M

IN

D

STEEL BEAM,

SEE PLAN

1/4 1/4

TYP

CJP

CJP

A

A

SECTION A-A

5/8" THICK STIFFENER

PLATE BOTH SIDES

CJP WEB TO WEB

T/CONC, SEE PLANS

STEEL BEAM, SEE PLAN

SEE PLAN FOR METAL DECK

AND CONC. INFO

FOR B ≤ 4" USE L 3½ X 3½ X 3/8

FOR B > 4" USE 3 1/2" x B x 3/8"

BENT PLATE

B

WELDED WIRE FABRIC,

PER PLANS

SOG, SEE PLANS FOR DIM AND REINF METAL STAIR STRINGER, BY OTHERS

L3X2X¼ CONN WITH ½" BOLT TO

STRINGER AND ½" ANCHOR TO SOG.

PROVIDE OVERSIZED OR SLOTTED

HOLE, WELD WASHER AFTER

PLACEMENT.

NOTE: AVOID REBAR WHEN

INSTALLING ANCHOR

T/CONC, SEE PLANS

METAL DECK, SEE PLANS

STEEL BEAM, SEE PLANS

METAL STAIR

STRINGER, BY OTHERS

STEEL L-SHAPE, SEE PLANS

P = 3 kip

T/STL

FALL PROTECTION TROLLEY

STEEL BM, SEE PLANS

3/8" THK WEB STIFFENERSSTEEL BEAM, SEE PLANS

FASTEN WITH (2) 3/4"

Ø BOLTS EA. SIDE

BRACE, SEE PLANS

GUSSET PLATE

3/8" WEB STIFFENERS

FALL PROTECTION TROLLEY

STEEL BEAM, SEE PLAN

FASTEN WITH (2) 3/4"

Ø BOLTS EA. SIDE

COLLAR TIE STEEL BM,

SEE PLAN

STEEL COLUMN, SEE PLANS

GARAGE DOOR MECH OPENER BY

OTHERS. COORD W/ ARCH AND

DOOR MANUFACTURER

BUILT-UP STEEL BEAM W/

(2) C10X30 AND W12X45

STEEL POSTS, SEE XXX

WALL GIRT, SEE PLANS

GARAGE DOOR

L 3X2X¼

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

4/

/ 2

1:

:1

PM

OSB-S-504

28877

C R

AN

E, IN

D

IA

N

A

AMP AMP TBD

ST

R

U C

TU

R

AL

D

ET

AI

LS

N

SA

C R

AN

E U

N D

ER

W

AT

ER

L

AU

N C

H T

ES

T

FA

C

IL

IT

Y

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

C O

M M

AN

D

M

ID

-A

TL

AN

TI

C

C

TF

-S -5

ST

R

U C

TU

R

AL

D

ET

AI

LS

NTSD1 SHEAR CONN BEAM TO BEAM

NTSD2 SHEAR CONN AT SPANDREL

NTSC1 BEAM TO COL SHEAR CONN

NTSC2 GIRDER TO HSS COL - SHEAR CONN

NTSC4 BEAM TO COL FLANGE SHEAR CONN

NTSD4 KINKED BEAM (TYP @ ROOF GIRDERS)

1" = 1'-0"B1 TYP DECK EDGE

1" = 1'-0"B4 STAIR STRINGER CONN @ BASE

1" = 1'-0"B2 STAIR STRINGER CONN @ TOP

1" = 1'-0"A1 TROLLEY BEAM CONN @ PERIMETER

1" = 1'-0"A2 TROLLEY BEAM CONN @ COLLAR TIE

1" = 1'-0"A4 GARAGE BM CONX

M

AR

K D

E S C

R

IP

TI

O

N D

AT

E

AP

PR

O

VE

R T

H E

SH

O

U

LD

ER

R

EV

IE

W 0 4

/2 4/ stmurphy stmurphy

HSS BRACE

WP

COLUMN BASE PLATE

GUSSET PLATE

1/4" CAP PLATE ON BOTH

SIDES OF GUSSET PL,

TYP (ALL HSS ENDS UON)

B/ BASE PL EL

SEE PLAN

ERECTION BOLT

COL

STEEL COL, SEE PLAN

STEEL BEAM, SEE PLAN WP

1/4" CAP PLATE ON BOTH

SIDES OF GUSSET PL,

TYP (ALL HSS ENDS UON)

T/ STL EL

SEE PLAN

BEAM

COL

GUSSET PLATE

DIAGONAL BRACE

GUSSET PLATE (t = 1/2" MIN) COORDINATE

GUSSET PLATE SIZE AND CONFIGURATION

WITH ARCH & MECH REQUIREMENTS

ERECTION BOLT

WELDS OR HS BOLTS

CONNECTIONS TO

DEVELOP BEAM REACTION

SC CONNECTIONS,

SEE NOTE 3

STEEL COL, SEE PLAN

STEEL BEAM, SEE PLAN

GUSSET PLATE

WP

1/4" CAP PLATE ON

BOTH SIDES OF

GUSSET PL, TYP (ALL

HSS ENDS UON)

T/ STL EL

SEE PLAN

BEAM

COL

DIAGONAL BRACE

GUSSET PLATE (t = 1/2" MIN) COORDINATE

GUSSET PLATE SIZE AND CONFIGURATION

WITH ARCH & MECH REQUIREMENTS

CONNECTION TO DEVELOP

BEAM REACTION, IF

BOLTED USE SC BOLTS

SC CONNECTIONS,

SEE NOTE 3

ERECTION BOLT

W.P.

1/4" CAP PLATE ON BOTH

SIDES OF CONNECTION PL,

TYP (ALL HSS ENDS UON)

NS & FS

TYP

HSS BRACES (TYP), ONE

BRACE CONTINUOUS AS

SHOWN

STEEL KNIFE PLATE

1/8 TYP

STEEL COLUMN, SEE PLANS

STEEL GIRDER, SEE PLANS

STEEL PURLINS, SEE PLANS

3/8" STIFFENER PLATE

NOTE: GIRDER, PURLIN, AND

PLATE ARE ROTATED

STEEL BRACE,

SEE PLANS

T/STL

SEE PLAN

WP

COL

SECTION: SXXX

STEEL COLUMN, SEE PLANS

STEEL GIRDER, SEE PLANS

GUSSET PLATE

STEEL BRACE, SEE PLANS

STEEL HSS BEAM, SEE PLANS

ROOF PURLINS, SEE PLANS

COL

WP

NOTES (APPLICABLE TO ALL DETAILS THIS SHEET):

1. CONNECTION DESIGN, PLATES, BOLTS AND WELDS SHALL ACCOUNT FOR ANY ECCENTRICITIES.

2. BRACING SHOWN IS SCHEMATIC, SEE BRACING ELEVATIONS FOR MEMBER TYPE, SIZE AND SLOPE.

3. GUSSET PLATE TO BEAM AND COLUMN CONNECTIONS SHALL DEVELOP THE REQUIRED FORCES

AS DETERMINED USING THE UNIFORM FORCE METHOD OF AISC-360 PART 13.

HSS BRACE

1/4" CAP PLATE ON BOTH

SIDES OF GUSSET PL,

TYP (ALL HSS ENDS UON)

STEEL PLATE EACH SIDE

TYP

STEEL BEAM, SEE PLAN

GUSSET PLATE

HSS BRACE

WP

T/ STL EL

SEE PLAN

ERECTION BOLT

COL

STEEL BEAM, SEE PLANS

STEEL COLUMN, SEE PLANS

2X2X¼ KNEE BRACE

2' - 0"

2'

0"

L 2X3X¼ BOLT TO BEAM,

WELD TO BRACE

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

4/

/ 2

1:

:2

PM

OSB-S-505

28878

C R

AN

E, IN

D

IA

N

A

AMP AMP TBD

ST

R

U C

TU

R

AL

D

ET

AI

LS

N

SA

C R

AN

E U

N D

ER

W

AT

ER

L

AU

N C

H T

ES

T

FA

C

IL

IT

Y

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

C O

M M

AN

D

M

ID

-A

TL

AN

TI

C

C

TF

-S -5

ST

R

U C

TU

R

AL

D

ET

AI

LS

NTSC1 BRACE AT BASE

NTSB1 BRACE CONN AT COLUMN WEB

NTSB2 BRACE CONN AT COLUMN FLANGE

NTSC2 BRACE INTERSECTION

1" = 1'-0"A4 BRACE AT ROOF GIRDER

1" = 1'-0"B4 BRACE CONX @ SLOPED BM

NTSC4 BRACE AT MID-SPAN WITH BEAM

NTSA2 KNEE BRACE

M

AR

K D

E S C

R

IP

TI

O

N D

AT

E

AP

PR

O

VE

R T

H E

SH

O

U

LD

ER

R

EV

IE

W 0 4

/2 4/ stmurphy stmurphy

C

ROOF PANEL, SEE ARCH

STEEL COLUMN, SEE PLANS

STEEL CAP PLATE

ROOF GIRDER

SEE PLAN

RAKE FRAMING CHANNELS BETWEEN PLATES

STEEL PLATE RAKE

CJP, SEE XXX

CJP

INSULATED ROOF

SEE ARCH

CHANNEL BETWEEN

PLATES, SEE PLANS

STEEL BEAM, SEE PLANS

PRE-FINISHED INSULATED

METAL WALL PANEL

SEE ARCH

WELDED CONNECTION,

SEE PLANS

STRUCTURAL L-SHAPE

STEEL PLATE

MAX 3' - 6"

M

IN

M

IN

0' - 5"

0'

2"

NOTE: COORD PLATE W/ ARCH

C

STEEL COLUMN

SEE PLANS

ROOF GIRDER

SEE PLAN

ROOF PANEL

SEE ARCH

1" THK CAP PLATE

3/8" THK STEEL BENT PLATES FOR

ANTENNA MOUNT ATTACHED TO

COLUMN FLANGES W/(4) 3/4" DIA.

A325 BOLTS EA SIDE

2'-0" X 4'-0" ANTENNA MOUNT

PROVIDED BY USER

1'

7"

A A

SECTION A-A

ANTENNA MOUNT

STEEL BENT PLATES

2'

6"

1' - 6" 1' - 6"

RIGID NON-ABRASIVE SHIM

STEEL CHANNEL

WALL GIRT

10" 3/16"

STEEL CAP PLATE

SEE COL SCHEDULE

INSULATED METAL PANELS

SEE ARCH

COL

STEEL COLUMN

SEE PLAN

STEEL GIRDER

SEE PLAN

STEEL ROOF PURLIN

W/STANDARD AISC

SHEAR CONNECTION

SEE DETAILS AND PLAN

SEE ARCH FOR SOFFIT

MAKEUP

3/16"

STEEL GIRT

SEE PLANS

3/8" THICK STEEL PLATE

@ 8'-0" OC MAX

C9X13.4 BETWEEN PLATES

TO SUPPORT ROOF PANELS

3/16"

STIFFENER PLATES NS & FS

THICKNESS TO MATCH

COLUMN FLANGE

STEEL HSS TUBE

BETWEEN GIRDERS

SEE PLAN

L4X4X3/8

M

IN

MAX 1' - 9"

M

IN

2"

COORD W/ ARCH

COL

STEEL GIRDER

SEE PLAN

PARTIAL DEPTH STIFFENER

PLATES AS REQD NS & FS

THICKNESS TO MATCH

GIRDER FLANGE

STEEL GIRDER

SEE PLAN

STANDARD AISC SHEAR

CONNECTION

STEEL COLUMN EXTENDING

UP TO HIGH ROOF

SEE PLAN AND ELEVATIONS

NOTE: REFER TO

SXXX FOR ADDITIONAL

INFO NOT SHOWN

CJP WELD

CJP WELD

STEEL COLLAR TIE

SEE PLAN

ROOF PANEL

SEE ARCH

STEEL ROOF PURLIN

SEE PLAN

STEEL ROOF GIRDER

SEE PLAN

P = XXX kip

P = XXX kip

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1" = 1'-0"

4/

/ 2

1:

:3

PM

OSB-S-506

28879

C R

AN

E, IN

D

IA

N

A

AMP AMP TBD

ST

R

U C

TU

R

AL

D

ET

AI

LS

N

SA

C R

AN

E U

N D

ER

W

AT

ER

L

AU

N C

H T

ES

T

FA

C

IL

IT

Y

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

C O

M M

AN

D

M

ID

-A

TL

AN

TI

C

C

TF

-S -5

ST

R

U C

TU

R

AL

D

ET

AI

LS

1" = 1'-0"C2 LOW ROOF PEAK

1" = 1'-0"A2 TYP RAKE CONN

1" = 1'-0"B4 HIGH ROOF PEAK & ANTENNA MOUNT

1" = 1'-0"C1

ROOF GIRDER MOMENT CONNECTION

AND EAVE DETAIL

1" = 1'-0"A1

ROOF GIRDER SHEAR CONNECTION AND

CANTILEVER EAVE DETAIL

1" = 1'-0"A4 COLLAR TIE CONN @ ROOF GIRDER

M

AR

K D

E S C

R

IP

TI

O

N D

AT

E

AP

PR

O

VE

R T

H E

SH

O

U

LD

ER

R

EV

IE

W 0 4

/2 4/ stmurphy stmurphy

STEEL ROOF PURLINS

SEE PLAN

(2) 3/16" THK BENT PL

FASTEN EA TO HSS W/(2) XXX

TEKS SELF-DRILLING SCREWS

NON LOAD BRG

LT GA STUD WALL

SEE ARCH

INSULATED METAL ROOF PANEL

SEE ARCH

LT. GA. DEFLECTION TRACK

WEB STIFFENER

CONC SLAB

SEE PLAN FOR THICKNESS AND REINF

MIN XXX" DIA ANCHOR @ MAX XXX" O.C.LT GA TRACK TO MATCH

STUDS SEE ARCH

HSS 3X1X3/16 @ X'-XX" OC

(LAY FLAT)

TYP

L4x4x3/8x0'-6"

CLIP TYP

ANGLE SIZE

SEE NOTE 2

OPENING

NOTES:

1. COORD SIZE AND LOCATION OF OPENING AND FRAME W/ACTUAL EQUIPMENT FURNISHED.

2. FRAME ANGLE SIZES: (GREATER OF SPAN A OR B):

0'-0" TO 2'-0" = L3x3x1/4" 2'-0" TO 5'-0" = L4x3 1/2x5/16" LLV 5'-0" TO 10-0" = L5x3 1/2x3/8" LLV

A

B

SUPPORT SUPPORT

3/16TYP

3/16TYP

SUPPORT ANGLE AROUND OPENING INSULATED METAL ROOF

PANEL SEE ARCH

PLAN

SECTION A-A

20 GA TUBE OR CHAN ALL SIDES OF OPNG

COORDINATE DEPTH AND TYPE TO ACHIEVE

ADEQUATE ATTACHMENT PER PANEL

MANUFACTURER AND SEALANT PER ARCH

A

A

NOTES:

1. COORD SIZE AND LOCATION OF OPENING AND FRAME W/ACTUAL EQUIPMENT FURNISHED.

2. FRAME ANGLE SIZES: (GREATER OF SPAN A OR B):

0'-0" TO 2'-0" = L3x3x1/4" 2'-0" TO 5'-0" = L4x3 1/2x5/16" LLV 5'-0" TO 10-0" = L5x3 1/2x3/8" LLV

A

B

SUPPORT ANGLE AROUND OPENING INSULATED METAL WALL

PANEL SEE ARCH

ELEV

SECTION A-A

20 GA TUBE OR CHAN ALL SIDES OF OPNG

COORDINATE DEPTH AND TYPE TO ACHIEVE

ADEQUATE ATTACHMENT PER PANEL

MANUFACTURER AND SEALANT PER ARCH

AA

ANGLE SIZE

SEE NOTE 2

OPENING

WALL GIRT

3/16TYP

3/16TYP

WALL GIRT

L4x4x3/8x0'-6"

CLIP TYP

3/16TYP

INSULATED

METAL PANEL

PLAN

SECTION

4" M

IN

PA

N

EL

S

PA

N

1'-0" MAX

INSULATED METAL PANEL

18 GAGE GALV PLATE

#12 SCREWS @ 8" OC MAX

EXTEND PL TO OVERLAP

TOP OF PANEL BY MIN 2"

NOTES:

1. REFER TO ARCH AND MEP DWGS FOR OPENING SIZE AND LOCATION.

2. FOR OPENING LARGER THAN 1'-0" IN ANY DIRECTION PROVIDE

FRAMING PER DETAIL XXX / S-XXX

0' - 2"

STEEL COL, SEE PLANS

WALL GIRTS, SEE PLANS

L3X3X3/8 CONNECTED TO

GIRTS W/ (4) ½" Ø BOLTS

(2) ½" BOLTS EA SIDE

0' - 1" 0' - 1 1/2"

0' - 7 1/2"

A

A

A-A

0'

3"

L3X3X3/8

STEEL COLUMN, SEE PLANS

L3X3X3/8"

WALL GIRT, SEE PLANS

INSULATED WALL PANEL,

SEE ARCH

3/16" L6X4X3/8

(4) 1/2" Ø BOLT EVENLY SPACED

W/ MIN 3/4" EDGE DISTANCE

WALL GIRT, SEE PLANS

POST, SEE PLANS

A

A

0' - 8"

0' - 1" 0' - 2"

A-A

NO

T

FO

R

CO

NS

TR

UC

TI

ON

P R

E

LI

M

IN

A R

Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

4/

/ 2

1:

:4

PM

OSB-S-507

28880

C R

AN

E, IN

D

IA

N

A

AMP AMP TBD

ST

R

U C

TU

R

AL

D

ET

AI

LS

N

SA

C R

AN

E U

N D

ER

W

AT

ER

L

AU

N C

H T

ES

T

FA

C

IL

IT

Y

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

C O

M M

AN

D

M

ID

-A

TL

AN

TI

C

C

TF

-S -5

ST

R

U C

TU

R

AL

D

ET

AI

LS NTSA1 NON LOAD BRG WALL ATTACHMENT

NTSC2 ROOF PANEL PENETRATION FRAMING

NTSC4 WALL PANEL PENETRATION FRAMING

NTSC1 METAL PANEL PENETRATION (<12")

1" = 1'-0"A4 TYPICAL WALL GIRT CONNECTIONS

1" = 1'-0"A2 TYPICAL WALL GIRT CONN @ OPENINGS

M

AR

K D

E S C

R

IP

TI

O

N D

AT

E

AP

PR

O

VE

R T

H E

SH

O

U

LD

ER

R

EV

IE

W 0 4

/2 4/ stmurphy stmurphy

ABBREVIATIONS GENERAL NOTES

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRMCLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

FURNISHED INSTALLED BY

GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

JAN JANITOR

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GLPLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PLPUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

QT QUARRY TILE

QTY QUANTITY

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP ELSPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

1. ALL MATERIALS, ASSEMBLIES, AND CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE (IBC), ALL APPLICABLE UFC CODES, 2006 NFPA 101 LIFE SAFETY CODES, AND 2014 INDIANA BUILDING CODE, INCLUDING OSHA REQUIREMENTS AND REGULATIONS

HAVING JURISDICTION (REFER TO BUILDING CODE ANALYSIS FOR FURTHER INFORMATION).

2. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE OR CONCRETE MASONRY UNITS AND THE FACE OF THE FINISHED SURFACES EXCEPT WHERE NOTED. ELEVATIONS ARE TO TOP OF FINISHED SURFACES AND ARE INDICATED ON CONTRACT DRAWINGS. CONTRACTOR SHALL LAY OUT THE WORK FOR THE CORRECTNESS AND SAFETY.

3. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE STATE OF INDIANA'S CODES, RULES, AND REGULATIONS AND OTHER

STATE AGENCIES HAVING JURISDICTION OVER ANY PORTION OF WORK.

4. THE ENGINEER OR ARCHITECT OF RECORD SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE DRAWINGS WITHOUT THE EXPRESS WRITTEN APPROVAL OF

ENGINNER OR ARCHITECT OF RECORD AND NAVFAC.

5. CONTRACTOR SHALL TAKE REASONABLE CARE TO MANTAIN A SAFE AND SECURE WORK AREA AT ALL TIMES THROUGH THE USE OF, AMONG

OTHER THINGS, SAFETY EQUIPMENT , AND FALL PROTECTION.

6. SHOULD UNFORSEEN CONDITIONS AND OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH CONTRACT

DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR ARCHITECT OF RECORD.

7. PROTECT ALL AREAS IN SUCH A MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE INTERFERENCE WITH USE

OF ADJACENT AREAS, UTILITIES AND STRUCTURES.

8. COORDINATE WORK WITH THE NAVFAC INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF

BUILDING SERVICES AND FACILITIES.

9. KEEP EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES DURING

CONSTRUCTION.

10. SECURE WORK AREAS WITH LOCKABLE CONTAINERS DURING CONSTRUCTION.

11. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE UFC CODES, NATIONAL ELECTRICAL SAFETY CODE, NFPA, OSHA REGULATIONS, AND ALL OTHER APPLICABLE EXISITING CODES AND REGULATIONS OF AUTHORITIES (LOCAL, STATE AND FEDERAL.).

12. ALL EQUIPMENT/DEVICES SHALL BE OF RECENT MANUFACTURE AND SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE ANSI OR NEMA SPECIFICATIONS. WHERE UNDERWRITERS LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR MATERIALS, FURNISH AND INSTALL

MATERIALS BEARING THE UL LABEL.

13. DO NOT CUT HOLES OR RECESSES IN WALLS, FLOORS, CEILINGS, OR ANY PART OF THE BUILDING TO INSTALL CONDUIT OR OTHER WORK OF THIS CONTRACT WITHOUT PRIOR SUBMISSION TO AND REVIEW AND APPROVAL BY THE ENGINEER. ANY CUTTING, DRILLING, CORING.

SHALL BE DONE WET TO MINIMIZE THE SPREAD OF DUST. FURNISH AND INSTALL DUST PROTECTION AS APPROVED BY THE ENGINEER. THE PORTIONS CUT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

14. PERFORM ALL CUTTING, DRILLING AND CORE DRILLING AS NECESSARY TO PROVIDE PENETRATIONS THROUGH WALLS AND FLOORS FOR ELECTRICAL INSTALLATION WORK. CORE DRILL DIAMETER SHALL NOT BE MORE THAN 25% LARGER THAN THE CONDUIT OUTSIDE DIAMETER.

ALL CONDUITS PENETRATING WALLS AND FLOORS SHALL BE INSTALLED IN A RIGID GALVANIZED STEEL SLEEVE WITH FLOOR SUPPORTS.

PATCH AND RESTORE SURROUNDING AREA OF PENETRATIONS TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE ENGINEER.

15. FURNISH AND INSTALL SLEEVES FOR PENETRATIONS THROUGH GYP. BD., BLOCK, OR CONCRETE WALLS AND FLOORS.

16. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS/FLOORS SHALL BE SEALED WITH APPROVED FIRE STOPPING FOAM MATERIAL.

17. FURNISH AND INSTALL ALL NECESSARY CABLE SUPPORT BOXES, PULLBOXES AND CONDUIT SUPPORTS, WHERE NOTED AND AS REQUIRED BY APPLICABLE CODES. ALL CONDUITS HAVING STRAIGHT RUNS IN EXCESS OF 200 FEET IN LENGTH AND/OR CONTAINING BENDS IN EXCESS OF 270 DEGREES SHALL BE PROVIDED WITH A PULLBOX. ALL PULLBOXES SHALL BE LABELED FOR THEIR INTENDED USE, AND ALL WIRE AND CABLE PROVIDED SHALL BE TAGGED AT ALL PULLBOXES. FURNISH AND INSTALL ACCESS DOORS WHERE REQUIRED. FURNISH AND INSTALL EXPANSION FITTINGS WHENEVER CONDUITS PASSES THROUGH BUILDING WALLS AND FLOORS, OR THE CONDUIT STRAIGHT RUN EXCEEDS

200 FEET.

18. ALL SUSPENDED CONDUITS SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED CONDUIT FASTENERS, HANGERS, STRAPS, SUPPORTS, CLAMPS, ETC., FIRMLY ANCHORED IN PLACE AND SPACED AT INTERVALS NOT TO EXCEED 8'-0" (EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE). ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS AND

STRUCTURAL MEMBERS WITH 90° BENDS.

19. FURNISH AND INSTALL ALL RODS, ANGLES, RAILS, STRUTS, BRACE PLATES, PLATFORMS, ETC., REQUIRED FOR SUSPENSION OR SUPPORT OF CONDUIT AND EQUIPMENT. ALL CONDUIT, CONDUIT CLAMPS, CHANNEL STRUT AND FASTENING HARDWARE (NUTS, BOLTS, WASHERS, INSERTS) SHALL BE STAINLESS STEEL. ALL CONCRETE INSERTS USED FOR HANGER RODS AND EQUIPMENT SUPPORTS SHALL BE STAINLESS STEEL. SUBMIT LOAD CALCULATIONS FOR ALL RACEWAY AND EQUIPMENT SUPPORTS, ALONG WITH COMPLETE SUPPORT DETAILS, TO THE

ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PERFORMING WORK.

20. SPARE WIRES INSTALLED SHALL BE NEATLY COILED, BOUND, IDENTIFIED AND PLACED IN SPACE AVAILABLE. LEAVE AT A MINIMUM, 8' OF

SLACK AT EACH DESTINATION.

21. SEAL CABLE ENDS AT ALL TIMES TO PREVENT ANY MOISTURE ENTRY OR DAMAGE TO THE CABLES.

22. IF MANUFACTURER'S INFORMATION OR SHOP DRAWINGS DIFFERS FROM INTERCONNECTION DIAGRAMS SHOWN ON CONTRACT DRAWINGS, PREPARE AND SUBMIT REVISED INTERCONNECTION DIAGRAMS AS REQUIRED AND SUBMIT TO THE ENGINEER FOR APPROVAL AT

NO ADDITIONAL COST TO THE OWNER.

23. ALL EQUIPMENT AND MATERIALS SHALL BE FACTORY TESTED FOR PERFORMANCE AND ALSO FIELD TESTED AFTER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS, MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS TO DEMONSTRATE PROPER

OPERATIONAL AND FUNCTIONAL PERFORMANCE.

24. FURNISH AND INSTALL WIRING, CONDUITS, AND NECESSARY EQUIPMENT/DEVICES AS REQUIRED TO ENSURE COMPLETE AND FULLY OPERATIONAL HVAC, PLUMBING, AND FIRE PROTECTION SYSTEMS. WIRING BETWEEN CONTROL PANELS AND FIELD DEVICES SHALL BE IN RIGID GALVANIZED CONDUITS. FOR SIZE, TYPE AND QUANTITIES OF WIRE/CABLES REFER TO THE EQUIPMENT MANUFACTURER'S

RECOMMENDATIONS.

25. REFER TO MOUNTING HEIGHT REQUIREMENTS AS SHOWN ON DRAWING XXXX DETAIL X FOR DEVICES AND ITEMS SUCH AS FIRE EXTINGUISHERS, STROBES, LIGHT SWITCHES AND OUTLETS. PROVIDE SOLID BLOCKING WITHIN WALLS WHERE REQUIRED.

26. FURNISH AND INSTALL ADHESIVE ANCHORS AND WWF FOR CONCRETE SLAB AREAS WITHOUT EXPOSED REINFORCING STEEL OR WHERE

SPACING OF REINFORCING STEEL EXCEEDS 6".

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

3/16" = 1'-0"

/2

/2

:0

:4 P

M

OSB-A-001

28881

C R

A N

E

IN

D

IA

N

A

Designer Author Checker

G E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-0

G E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

SYMBOLS DEBRIS & DUST CONTROL NOTES

REVISION TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

A

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

ROOM NAME

PLAN NORTH

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

A101

SIM

1. THE CONTRACTOR SHALL DISCUSS THE DEBRIS AND DUST CONTROL PLAN AT DAILY SAFETY MEETINGS PRIOR TO START OF WORK TO ENSURE THAT THE CONSTRUCTION CREW IS AWARE TO THE IMPORTANCE OF LIMITING DEBRIS AND DUST ON THE CONSTRUCTION SITE.

2. ALL WORKERS SHOULD PLAN AHEAD ON VARIOUS WAYS TO MANAGE HIS OR HER TASKS SO THAT EXCESSIVE DUST AND DEBRIS IS NOT

CREATED AS A RESULT OF THEIR TRADE.

3. WORKERS SHALL ISOLATE SPECIFIC WORK AREAS BY CLOSING DOORS WHERE POSSIBLE, CREATING TEMPORARY WALLS, AND DESIGNATING ENTRYWAYS TO WORK AREAS. TEMPORARY WALLS CAN BE CONSTRUCTED OF CLEAR PLASTIC SHEETING SO THEY MAY BE

ASSEMBLED AND DISASSEMBLED QUICKLY

4. SEAL VENTS AND DUCTS SO THAT DUST AND DEBRIS CANNOT MIGRATE TO OTHER AREAS OF THE BUILDING.

5. ALL WORK AREAS SHALL BE KEPT ORGANIZED AND ORDERLY AND BROOM SWEPT CLEAN EACH DAY. USE DROP CLOTHS. WHERE POSSIBLE.

6. PROPERLY PROTECT WALLS AND FLOORS WHERE NEW WORK HAS BEEN COMPLETED WITH PLASTIC OR PAPER SHEETS ON WALLS.

PROVIDE 1/4" THICK MIN. FIBER BOARD SHEATHING ON FLOORS AND STAIRS.

7. CONTROL AIR FLOW THAT COULD TRAVEL THROUGH DOORS, WINDOWS, AND MECHANICAL DUCTWORK. WHERE POSSIBLE, CREATE NEGATIVE AIR PRESSURE TO MAINTAIN POSITIVE VENTILATION. CIRCULATE CLEAN OUTSIDE AIR DURING AND RIGHT AFTER EACH WORK DAY

IF POSSIBLE.

8. CAPTURE AIR BORNE DUST BY USING HEPA AIR SCRUBBERS OR NEGATIVE AIR EQUIPMENT DURING THE CONSTRUCTION PROCESS.

REPLACE FILTERS TO HEPA FILTER EQUIPMENT OFTEN.

9. VACUUM CONSTRUCTION DEBRIS AND DUST WHEN POSSIBLE. SWEEPING TENDS TO LIFT DUST INTO THE AIR. VACUUMS SHOULD USE HEPA

OR FINE PARTICULATE FILTERS. WHEN SWEEPING USE A DUST CONTROL SWEEPING COMPOUND.

10. COLLECT DUST AT THE SOURCE. WHEN POSSIBLE TRY TO CONTROL AND COLLECT DUST AT THE SOURCE OF GENERATION WITH VACUUM EQUIPMENT. MISTING BEFORE OR DURING CUTTING OR MOVING DEBRIS OR DUST HELPS CONTROL AIRBORNE DUST. ESPECIALLY CUTTING

SUCH MATERIAL AS CONCRETE, WOODS, DRYWALL, METALS, ETC.

11. CUT MATERIALS OUTSIDE WHEN POSSIBLE.

12. CERTAIN DEBRIS AND DUST CREATED AFTER A SPECIFIC TASK MAY NEED TO BE CLEANED IMMEDIATELY. THIS WILL LIMIT DUST AND DEBRIS FROM MIGRATING IN TO OTHER AREAS OF THE SITE. THIS IS ESPECIALLY TRUE IF THE MESS IS MADE NEAR ENTRANCES AND AREAS

WITH HIGH PEDESTRIAN TRAFFIC.

13. WHEN POSSIBLE USE LOW DUST CONSTRUCTION MATERIALS, I.E. LOW DUST DRYWALL COMPOUND.

14. DO NOT DRY DUST AREAS. THIS PRACTICE JUST RELOCATES DUST TO OTHER AREAS OF THE BUILDING. UTILIZE MICROFIBER DUST

COLLECTORS, DAMP SOFT RAGS WITH CLEANING AGENTS.

15. OUTSIDE VEHICLE ROUTES THAT ARE UNPAVED SHALL BE MAINTAINED TO LIMIT DUST SO IT DOES NOT ENTER WORK SPACES WITH IN THE

BUILDING.

16. PROVIDE PROPER VENTILATION IN WORK SPACES TO LIMIT DUST FROM ENTERING THE BUILDING.

17. WHEN PAINTING OR REFINISHING SURFACES REFER TO GUIDELINES SET FORTH IN EPA RRP RULES IN40 CFR 745. THESE GUIDELINES WILL

HELP LIMIT DUST AND AIRBORNE LEAD.

ARCHITECTURAL NOTES

1. THE CONTRACTOR SHALL VERIFY BY FIELD MEASUREMENTS ALL DIMENSIONS, ELEVATIONS AND CONDITIONS OF THAT MAY BE REQUIRED TO LOCATE, ALIGN, DIMENSION AND DETAIL THE CONSTRUCTION WITHIN SPECIFIED TOLERANCES. ALL VARIATIONS FROM THE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR ARCHITECT OF RECORD PRIOR TO THE PREPARATION OF SHOP

DRAWINGS AND SUBMITTALS.

2. THE DRAWINGS INDICATE A SPECIFIC DESIGN. THE DESIGN IS NOT SUBJECT TO SUBSTITUTION. WHERE SPECIFIC MATERIALS ARE IDENTIFIED AND ARCHITECTURAL STYLES SHOWN, THESE SHALL BE PROVIDED OR SUBSTITUTE WITH APPROVED EQUAL.

3. ALL LUMBER IF REQUIRED EXPOSED TO THE ELEMENTS OR IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. ALL INTERIOR

LUMBER OR SHEATHING SHALL BE FIRE RETARDANT TREATED WOOD.

4. ALL FIRE RATED PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURAL FLOOR OR ROOF AND SHALL BE FIRE STOPPED. ALL PENETRATIONS SHALL BE SEALED AND PROTECTED IN ORDER TO MAINTAIN THE INTEGRITY OF THE FIRE RATED PARTITIONS.

5. THE CONTRACTOR SHALL SUBMIT COLORS AND FINISHES TO THE ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL DURING THE

CONSTRUCTION SUBMITTAL PROCESS.

6. FIRE STOPPING:

a. FURNISH AND INSTALL FIRE STOPPING AT ALL CONCEALED SPACES BETWEEN FLOORS WITHIN RATED WALLS, PARTITIONS, STAIRS

& AROUND ALL PENETRATIONS, AS REQUIRED. FIRE STOPPING SHALL CONSIST OF NON-COMBUSTIBLE MATERIALS WHICH CAN BE

PACKED TO FILL VOIDS AND PERMANENTLY SECURED IN POSITIONS.

b. FOR FIRE STOPPING OF MECHANICAL AND ELECTRICAL WORK, SEE APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS.

(DRAWINGS & SPECIFICATIONS).

7. PAINTING:

a. ALL MISCELLANEOUS STEEL AND FERROUS SURFACES (INCLUDING PIPES, RAILINGS, AND HANDRAILS) NOT REQUIRED TO BE

FIREPROOFED AND/OR NOT REQUIRED TO BE PAINTED AND EXPOSED TO VIEW IN THE FINISHED CONSTRUCTION SHALL BE PRIMED

AND PAINTED.

8. ALL STAINLESS STEEL MATERIALS AND FASTENERS SHALL BE OF 316 TYPE, UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS.

9. PENETRATION THROUGH WALLS:

a. ALL PENETRATIONS THROUGH NON-RATED ASSEMBLIES SHALL BE FULLY SEALED WITH NO GAPS PRESENT.

b. FOR OPENINGS IN WALLS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS; SEE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

PROTECTION DRAWINGS.

c. PROVIDE STEEL LINTELS OR BOND BEAMS IN MASONRY WALLS AS REQUIRED TO ACCOMMODATE OPENINGS FOR MECHANICAL

AND ELECTRICAL WORK. FOR INFORMATION SEE STRUCTURAL DRAWINGS.

d. FOR INSTALLATION DETAILS OF SLEEVES PENETRATING IN WALLS, SEE MECHANICAL, PLUMBING AND FIRE PROTECTION

DRAWINGS.

10. CEILING SUSPENSION SYSTEMS:

a. ALL CEILING SUSPENSION SYSTEMS SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE, FOR SEISMIC DESIGN.

b. SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO THE START OF WORK, CATALOG CUTS, LAYOUT DRAWINGS, SAMPLES, AND DETAILS OF ALL COMPONENTS OF THE CEILING AND THE CEILING SUPPORT SYSTEM INCLUDING, BUT NOT LIMITED

TO FASTENERS, ANCHORS AND ACCESSORIES.

11. DOOR JAMBS SHALL BE MINIMUM 6" AWAY FROM THE ADJACENT WALL AT THE HINGE SIDE, UNLESS OTHERWISE NOTED ON THE

CONTRACT DRAWINGS.

12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR"

OR "HOLD". ALLOW FOR THICKNESS OF FINISHES.

13. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

14. ALL PRIMARY AND SECONDARY MEMBERS, I.E. COLUMNS, BEAMS AND BRACING WITHIN THE BUILDING SHALL BE PRIME-COATED AND

PAINTED. THE COLOR SHALL BE SELECTED BY THE ARCHITECT OF RECORD.

15. ALL STRUCTURAL STEEL MEMBERS, I.E. COLUMNS, BEAMS AND SECONDARY MEMBERS SHALL BE PAINTED.

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

3/16" = 1'-0"

/2

/2

:0

:4 P

M

OSB-A-002

28882

C R

A N

E

IN

D

IA

N

A

Designer Author Checker

S Y

M B

O L S

A

R C

H

IT

E C

T U

R A

L N

O T

E S

D

E B

R

IS

D

U S

T C

O N

T R

O L

N O

T E

S

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-0

S Y

M B

O L S

A

R C

H

IT

E C

T U

R A

L N

O T

E S

D

E B

R

IS

D

U S

T C

O N

T R

O L

N O

T E

S

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

CONTRACTOR TO PROVIDE SOLID BLOCKING WITHIN

WALLS AS REQUIRED FOR MOUNTING OF GRAB BARS,

MIRRORS, HAND DRYERS, ETC.

NOTE:

BOTTOM OF REFLECTIVE

FINISHED FLOOR LINE

ELEVATION SECTIONELEVATION SECTION

SURFACE ON MIRROR

ELEVATION SECTION ELEVATION SECTION

T1 T2 T3 T4

9 10

TOILET MIRROR

TOWEL/WASTE

RECEPTACLE HAND DRYER SOAP DISPENSER

TYPICAL ADA TOILET PLAN TYPICAL SINK CLEARANCES

3' - 6"

56"x60"

CLEARANCE

FOR WALL

HUNG WC

3' - 6"

MIRROR

INSULATED PIPE

BOTTOM OF MIRROR

CLEAR FLOOR

SPACE

TOE CLEARANCE

PLAN ELEVATION ELEVATION PLAN

T5

TWIN JUMBO ROLL TOILET

TISSUE DISPENSER

T6

TOILET SEAT COVER

DISPENSER

ELEVATION SECTION

T7

COAT HOOK

ELEVATION SECTION

T8

UTILITY SHELF W/

MOP/BROOM HOLDERS

T8

T9

T10

T8

T9

M

IN

1' - 0"

1' - 0"

4' - 8"

MIN

4' - 0"

M

IN

5"

1' - 5 1/4"

/4

RECESSED

2 1/2"

2' - 10"

8"

1' - 2" RECESSED

4"

/4

2' - 0"

1"

3' - 4"

2 3/4"

JUMBO 2-ROLL TOILET

TISSUE DISPENSER

ITEM # ITEM DESCRIPTION

T2 PAPER TOWEL DISPENSER

WASTE RECEPTACLE

T4 SOAP DISPENSER

T8 GRAB BAR - 42"

T9 GRAB BAR - 36"

SURFACE-MOUNTED

MOUNTING TYPE

T10 GRAB BAR 18" LONG, VERTICAL

RECESSED

SURFACE-MOUNTED

SURFACE-MOUNTED

SURFACE-MOUNTED

NOTES:

1. SEE SPECIFICATION SECTION 102813 TOILET ACCESSORIES FOR ACCESSORY

SPECIFCATIONS

REMARKS

SURFACE-MOUNTED

T1 MIRROR WITH STAINLESS STEEL

CHANNEL FRAME, 18"W x 30"H

SURFACE-MOUNTED

T7 COAT HOOK SURFACE-

MOUNTED

CENTERED ON DOOR, 46"

MAX AFF TO TOP OF HOOK

T11 UNDER LAVATORY GUARDS OVER PIPES &

VALVES

WARM-AIR DRYER SURFACE-MOUNTED

MOP & BROOM HOLDER WITH

SHELF, 34" LONG

SURFACE-

MOUNTED

T3

J1

TOILET ACCESSORIES SCHEDULE

T6 SEAT COVER DISPENSER RECESSED

T5

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

/2

/2

:0

:4 P

M

OSB-A-003

28883

C R

A N

E

IN

D

IA

N

A

Designer Author Checker

T O

IL

E

T A

C C

E S

S O

R

IE

S T

Y P

IC

A

L M

O U

N T

IN

G

H E

IG

H

T S

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-0

T O

IL

E

T A

C C

E S

S O

R

IE

S T

Y P

IC

A

L M

O U

N T

IN

G

H E

IG

H

T S

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

OSB CODE ANALYSIS

APPLICABLE CODES AND STANDARDS

2015 INTERNATIONAL BUILDING CODE (IBC)

2006 NFPA 101: LIFE SAFETY CODE (OCCUPANCY CLASSIFICATION AND OCCUPANT LOAD PER UFC 3-600-01)

2009 NFPA 70 NATIONAL ELECTRIC CODE (NEC)

2014 FIRE CODE OF INDIANA (IFC)

2010 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS

OSHA STANDARD – 29 CFR

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS 20 JUNE 2016, CHANGE 1, 01 FEB. 2018 (REFERENCE 2015 IBC)

UFC 3-101-01 ARCHITECTURE 28, NOVEMBER 2011, CHANGE 3, 20 JUNE 2016

UFC 3-110-03 ROOFING 01 MAY 2012, CHANGE 2, 1 JAN. 2017

UFC 3-120-01 DESIGN: SIGN STANDARDS, 01 MARCH 2014, CHANGE 3, 12 DEC. 2017

UFC 3-120-10 INTERIOR DESIGN 16 MAY 2018

UFC 3-190-06 PROTECTIVE COATINGS AND PAINTS 16 JANUARY 2004

UFC 3-580-01 TELECOMMUNICATIONS INTERIOR INFRASTRUCTURE PLANNING AND DESIGN, 01 JUNE 2016, CHANGE 1, JUNE 2016 UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES 8 AUGUST 2016, CHANGE 2, 25 MAR. 2018 UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 09 FEBRUARY 2012, CHANGE 1, 01 OCT. 2013

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS 2015, DOD 2008

OCCUPANCY CLASSIFICATION

BUILDING USE GROUP GROUP S-1 (MODERATE-HAZARD STORAGE)

(PER IBC SECTION 311 AND 304) GROUP B (BUSINESS) LAUNCH CONTROL CENTER, OFFICE AND

CONFERENCE ROOM

OCCUPANCY CLASSIFICATION STORAGE (ORDINARY HAZARD) & BUSINESS

(PER NFPA 101 LIFE SAFETY CODE)

RISK CATEGORY OF BUILDINGS AND STRUCTURES II

(PER UFC-3-301-01, TABLE 2-2)

MIXED USE & OCCUPANCY NON-SEPARATED OCCUPANCY

(PER TABLE 508.4) (PER IBC BUILDING CODE TABLE 508.4 SEPARATION IS NOT

REQUIRED; 1 HR SEPARATION PER NFPA 75 PROTECTION OF

THE TECHNOLOGY EQUIPMENT IN THE LAUNCH CONTROL

CENTER, LCC EQUIPMENT ROOM AND COMMUNICATIONS ROOM)

CONSTRUCTION TYPE: IIB UNPROTECTED

(PER TABLE 601)

ALLOWABLE BUILDING HEIGHT:

GROUP S-1 (MODERATE-HAZARD STORAGE) 3 STORIES (75 FT)

GROUP B (BUSINESS) 4 STORIES (75 FT)

ACTUAL HEIGHT 1 STORY (38 FT 6 IN)

ALLOWABLE BUILDING AREA (PER TABLE 503)

GROUP S-1 (MODERATE-HAZARD STORAGE) 17,500 SF

GROUP B (BUSINESS) 23,000 SF

ACTUAL AREA FOR ENTIRE BUILDING 10,779 SF

AUTOMATIC SPRINKLER SYSTEM FULLY

ORDINARY HAZARD GROUP 2

(PER UFC 3-600-01)

BUILDING AREA MODIFICATIONS: N/A

(PER IBC SECTION 506, AREA AND

HEIGHT MODIFICATIONS)

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS)

(PER TABLE 601 FOR CONSTRUCTION TYPE IIB)

PRIMARY STRUCTURAL FRAME 0 HRS

BEARING WALLS - EXTERIOR 0 HRS

BEARING WALLS - INTERIOR 0 HRS

NONBEARING WALLS AND PARTITIONS - EXTERIOR 0 HRS

(PER IBC TABLE 602, X > 30 FT)

NONBEARING WALLS AND PARTITIONS - INTERIOR 0 HRS

NONBEARING WALLS AND PARTITIONS 1 HR

FOR LAUNCH CONTROL CENTER, LCC EQUIPMENT

ROOM, COMMUNICATIONS ROOM

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HRS

(PER IBC SECTION 202)

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HRS

(PER IBC SECTION 202)

MEANS OF EGRESS:

(PER NFPA 101 LIFE SAFETY CODE)

TOTAL OCCUPANT LOAD 102 OCCUPANTS

MINIMUM DOOR WIDTH 32”

MINIMUM CORRIDOR WIDTH 36”

MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD 2

DEAD END CORRIDORS 100 FT MAX (S-1); 50 FT MAX (B)

COMMON PATH OF TRAVEL 100 FT MAX (S-1); 100 FT MAX (B)

MAXIMUM TRAVEL DISTANCE 400 FT MAX (S-1); 300 FT MAX (B)

WITH SPRINKLER SYSTEM

PANIC AND FIRE DOOR HARDWARE PROVIDED

BARRIER-FREE ACCESSIBILITY

ACCESSIBILITY REQUIRED & PROVIDED

(PER ARCHITECTURAL BARRIERS ACT (ABA)

STANDARDS 2015, DOD 2008)

INTERIOR WALL AND CEILING FINISHES REQUIRED BY OCCUPANCY

(SPRINKLERED BUILDINGS)

(PER UFC 3-600-01 AND NFPA 101 LIFE SAFETY CODE)

GROUP B GROUP S-1

EXIT ENCLOSURES & PASSAGEWAYS B B

CORRIDORS C C

ROOMS & ENCLOSED SPACES C C

WALL AND CEILING FINISHES

CLASS A: FLAME SPREAD INDEX 0-25;

SMOKE DEVELOPMENT INDEX 0-450

CLASS B: FLAME SPREAD INDEX 26-75;

SMOKE DEVELOPMENT INDEX 0-450

CLASS C: FLAME SPREAD INDEX 76-200;

SMOKE DEVELOPMENT INDEX 0-450

FIRE PROTECTION SYSTEM

FIRE DETECTION/ALARM SYSTEM: REQUIRED & PROVIDED

(PER SECTION 907 & UFC 3-600-01)

SMOKE DETECTION SYSTEM: REQUIRED & PROVIDED

(PER SECTION 907 & UFC 3-600-01)

AUTOMATIC SPRINKLER SYSTEM: REQUIRED & PROVIDED

(UFC 3-600-01)

STANDPIPE SYSTEM: NOT REQUIRED & NOT PROVIDED

YARD HYDRANTS: REQUIRED & PROVIDED

SMOKE VENTS: NOT REQUIRED & NOT PROVIDED

PORTABLE FIRE EXTINGUISHERS: REQUIRED & PROVIDED

(PER UFC 3-600-01)

OSB CODE ANALYSIS - CON'T

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

3/16" = 1'-0"

/2

/2

:0

:4 P

M

OSB-A-011

28884

C R

A N

E

IN

D

IA

N

A

Designer Author Checker

C O

D E

A N

A L Y

S

IS

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-0

C O

D E

A N

A L Y

S

IS

OSB OCCUPANT LOAD

ROOM NO ROOM NAME

AREA SF,

GROSS

OCCUPANT

LOAD

FACTOR

OCCUPANT

LOAD

101 LTV & CANISTER MAINTENANCE AREA 5,234 500 11

102 LOCKABLE TOOL CRIB 190 500 1

103 INSTRUMENTATION ROOM 494 500 1

104 LAUNCH CONTROL CENTER 1,213 100 13

105 LCC EQUIPMENT ROOM 603 300 3

106 OFFICE 450 100 5

107 OFFICE 149 100 2

108 OFFICE 149 100 2

109 CONFERENCE ROOM NET 570 15 38

110 CLOSET 20 100 1

111 BREAK ROOM NET 185 15 13

112 ELECTRICAL ROOM 254 500 1

113 COMMUNICATIONS ROOM 218 500 1

114 JAN. CL 61 500 1

115 UNISEX TLT 88 0 0

116 UNISEX TLT 84 0 0

117 CORRIDOR 675 100 7

118 WIND ALCOVE 30 0 0

119 WIND ALCOVE 30 0 0

120 WIND ALCOVE 30 0 0

121 WIND ALCOVE 52 0 0

201 STORAGE 593 500 2

A STAIR A 142 0 0

NOTE: REFER TO LIFE SAFETY PLANS ON OSB-A-012.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

UP

DN

7654321

A A

C C

D

E E

B

D.2

A.8

LAUNCH

CONTROL

CENTER

LCC EQUIPMENT

ROOM

OFFICE

BREAK ROOM

ELECTRICAL

ROOM

COMMUNICATIONS

ROOM

CORRIDOR

JAN. CL

UNISEX TLT

UNISEX TLT

CONFERENCE

ROOM

INSTRUMENTATION

ROOM

LOCKABLE TOOL

CRIB

LTV & CANISTER

MAINTENANCE

AREA

WIND ALCOVE

WIND ALCOVE

WIND ALCOVE

WIND ALCOVE

OFFICE

OFFICE

CLOSET

TD 102'

TD 46'

TD 68'

TD 106'

TD 121'

TD 72'

32" DOOR EXIT CAPACITY (0.2"/OCC.): 160

ACTUAL NO. OF OCCUPANTS: 8

64" DOOR EXIT CAPACITY (0.2"/OCC.): 320

ACTUAL NO. OF OCCUPANTS: 25

32" DOOR EXIT CAPACITY (0.2"/OCC.): 160

ACTUAL NO. OF OCCUPANTS: 8

32" DOOR EXIT CAPACITY (0.2"/OCC.): 160

ACTUAL NO. OF OCCUPANTS: 63

7654321

A A

C C

D

E E

B

D.2

A.8

OPEN

TO

BELOW

LOW BAY ROOF

STORAGE

STAIR A

A

*TD 71'

*COMMON PATH

OF TRAVEL TO

BOTTOM OF

STAIR BELOW

LEGEND

EGRESS PATH OF TRAVEL

TRAVEL DISTANCE TO NEAREST EXIT

1-HR FIRE RATED PARTITION

TD 300'

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

3/32" = 1'-0"

/2

/2

:0

:4 P

M

OSB-A-012

28885

C R

A N

E

IN

D

IA

N

A

XXX

YYY

Author XXX

YYY

L

IF

E S

A F

E T

Y P

L A

N S

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-0

L

IF

E S

A F

E T

Y P

L A

N S

3/32" = 1'-0"A3

LIFE SAFETY PLAN - FIRST FLOOR

16'8' 32'0

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

PLAN NORTH

3/32" = 1'-0"C3

LIFE SAFETY PLAN - MEZZANINE LEVEL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

UP

A-202 C2

A-201 A2

A-202 A2

A-201 C2 7654321

A A

C C

D

E E

C1

A-302

A2

A-301

C2

A-301

B

LTV & CANISTER

MAINTENANCE

AREA

INSTRUMENTATION

ROOM

LAUNCH

CONTROL

CENTER

LCC EQUIPMENT

ROOM

OFFICE

BREAK ROOM

ELECTRICAL

ROOM

CORRIDOR

CONFERENCE

ROOM

COMMUNICATIONS

ROOM

JAN. CL

UNISEX TLT

UNISEX TLT

LOCKABLE TOOL

CRIB

19' - 9"26' - 4"20' - 6"27' - 6"27' - 5"27' - 3"

152' - 0"

WIND ALCOVE

WIND ALCOVE

WIND ALCOVE

WIND ALCOVE

2F

2F

2F

1F

2F

1F3

113114115

103A

101B

101A

11F

A-411

B4

A-411

B3

A-411

B2

A-330

C4

A-331

B4

A-331

A4

A-411

B1

A-330

C2

A-331

B1

A-331

B3

A-331

A1

D.2

A.8

A-401

A1

A-403

C1

A-402

A4

A-330

A1

17' - 4"

CLOSET

101C

67' - 5" 13' - 8"

37' - 4" 26' - 4 3/4"

10' - 2"

/4

29' - 0 3/4"7' - 8"

/2

/2

/2

/4

19' - 8"5' - 0 1/4"18' - 10"5' - 0 1/4"

104A

OFFICE

OFFICE

GANTRY

CRANE

EMERGENCY

EYE WASH &

SHOWER

BOOTH

MECHANICAL

EQUIPMENT, TYP

MECHANICAL

EQUIPMENT,

TYP

EMERGENCY

EYE WASH &

SHOWER

5 4

2F

2F

2F

4 444

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

/2

/2

:0

:4 P

M

OSB-A-101

28886

C R

A N

E

IN

D

IA

N

A

XXX

YYY

Author XXX

YYY

F

IR

S T

F L O

O R

P L A

N

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-1

F

IR

S T

F L

O O

R P

L A

N

1/8" = 1'-0"A1

FIRST FLOOR PLAN 8'4' 16'0

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

PLAN NORTH

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

DN

54321

A A

C C

D

E E

B

85' - 7 1/2"

STORAGE

D.2

A.8

A-402

A3

GANTRY CRANE

LOW BAY ROOF

MECHANICAL

DUCT, TYP

ALCOVE ROOF

BELOW, TYP

OPEN

TO

BELOW

STAIR A

A

A

C

D

E

B

STORAGE

STAIR A

A

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

/2

/2

:0

:5 P

M

OSB-A-102

28887

C R

A N

E

IN

D

IA

N

A

XXX

YYY

Author XXX

YYY

M E

Z Z

A N

IN

E

L E

V E

L

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-1

M E

Z Z

A N

IN

E

L E

V E

L

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

1/8" = 1'-0"A1

MEZZANINE LEVEL

PLAN NORTH

8'4' 16'0

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

1/8" = 1'-0"A4

MEZZANINE

REFLECTED CEILING PLAN

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

O V

E R

T H

E S

H O

U L

D E

R R

E V

IE

W

/2 /2 stmurphy stmurphy

UP

DN

7654321

A A

C C

D

E E

B

D.2

A.8

LTV & CANISTER

MAINTENANCE

AREA

INSTRUMENTATION

ROOM

LAUNCH

CONTROL

CENTER

LCC EQUIPMENT

ROOM

OFFICE

BREAK ROOM

ELECTRICAL

ROOM

CORRIDOR

CONFERENCE

ROOM

COMMUNICATIONS

ROOM

JAN. CL

UNISEX TLT

UNISEX TLT

LOCKABLE TOOL

CRIB

WIND ALCOVE

121WIND ALCOVE

WIND ALCOVE

WIND ALCOVE

1281195

CLOSET

7' - 8"

19' - 8"

GANTRY

CRANE

OPERATING

ENVELOPE

GANTRY CRANE

OPERATING

ENVELOPE

OFFICE

OFFICE

-A-403

3' - 6" 58' - 0"

E Q

E Q

A

C

D

E

B

STORAGE

TYP

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

A

B

C

D

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

C O

M M

A N

D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

/2

/2

:0

:5 P

M

OSB-A-103

28888

C R

A N

E

IN

D

IA

N

A

Designer Author Checker

F

IR

S T

F L O

O R

M

E Z

Z A

N

IN

E L

E V

E L F

U R

N

IT

U R

E

E Q

U

IP

M E

N T

P L A

N S

N S

A C

R A

N E

U N

D E

R W

A T

E R

L A

U N

C H

T E

S T

F A

C

IL

IT

Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C T

F -A

-1

F

IR

S T

F L O

O R

M

E Z

Z A

N

IN

E L

E V

E L

F U

R N

IT

U

R E

E

Q U

IP

M

E N

T P

L A

N S

1/8" = 1'-0"A1

FIRST FLOOR FURNITURE & EQUIPMENT PLAN

1/8" = 1'-0"B5

MEZZANINE LEVEL

FURNITURE &

EQUIPMENT PLAN8'4' 16'0

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

PLAN NORTH

8'4' 16'0

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

EQUIPMENT LIST

GANTRY CRANE OPERATING ENVELOPE (58'0"L X 40'-0"W X 23'-0"H) SHALL BE CLEAR OF ALL SECURED UTILITIES, STRUCTURES, EQUIPMENT, ETC.

EQUIPMENT NAME DESCRIPTION

3 ROLL AROUND TOOL CABINET (NIC) 40.5"W X 18"D X 41.5"H

4 TABLE SAW (NIC) 12" 3HP - CRAFTSMAN PROFESSIONAL

5 VERTICAL DRILL PRESS (NIC) DELTA OR JET PROFESSIONAL SERIES

6 WORK BENCH (NIC) 72"W X 24"D X 41.25"H

7 WORK BENCH 2 (NIC) 96"W X 24"D X 41.25"H

8 CHOP SAW 12" (NIC) HAND TOOLS AND SAFETY…