Amendment 8 -Structural Bld.pdf

5/16

D-RING PER

PLAN, LOAD

RATING

12,000 LBS

3/16 2@12

AT CONT.

BAR

BEAM PER PLAN, TYP

DIAMOND PLATE PER PLAN,

LOAD RATING 300 PSF

(3) MAC'S D-

RINGS (ITEM

#330010)

CIRCULAR PLATE BELOW,

THICK TO MATCH

E Q

E Q

EQ EQ

OVERLAP

2"

CJP,

BOTH

LEGS

PLAN

SECTION A-A

EMBEDDED ANGLE

FRAME AROUND

OPENING TYP.

CONCRETE SLAB

1/2" TALL x 1/2" WIDE CONT. BAR

PS402

C3

3/8" DIAMETER DRILLED

HOLES FOR AIR RELIEF

DURING TIDE CYCLES 2

PER PLATE (TYP.)

S.S. STEEL BEAM

SEE PS101 FOR SIZE

A A

3/16

TYP

L3x2x3/8 L.L.V. S.S.

T Y

P

T Y

P

1/4" SHEAR TAB

FRAME EXTENSION

1/4" PLATE

5"

S.S. L3x3x1/4 EMBED. FRAME

MITER AND WELD CORNERS

TYP.

3/16

3/16

CJP

W8 W/ 1/4"

SHEAR TAB

DIAMOND PL.

PS402

C2

EMBED ANGLE FRAME

FRAME EXTENSION FOR

BEAM CONNECTION

PS402

B2

L3x3x1/4

1/2" DIA. STUD x 5" LONG @ 18" O.C.

1/2"x1" CONT. BAR 3/16

CONCRETE SLAB

(1/4)

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

S Y

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T E

A P

P R

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

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DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C L A S S

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

Richard Powers, C980 10/15/20

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U se rs

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PS402

ST LO MJS

12823422

459 1056

SCALE: N.T.S. B5

REMOVABLE PANEL DETAIL

SCALE: 1 1/2" = 1'-0" C2

SECTION AT SHEAR TAB

SCALE: 1 1/2" = 1'-0" C3

SECTION AT BEAM CONNECTION

NOTES:

1. ALL STEEL AND CONNECTIONS TO BE STAINLESS STEEL.

2. LOAD RATING OF THE DIAMOND PLATE, D-RING, AND WEIGHT

OF PLATE TO BE ADDED TO EACH PLATE SECTION.

SCALE: 3" = 1'-0" B2

SECTION AT ANGLE

1'

9"

6" 0' 1' 2'

3"

1 1/2" = 1'-0"

1'

9"

6" 0' 6" 1'

3"

3" = 1'-0"

A m e n d m e n t

-1

-2

V

M G

J K

MONORAIL

STEEL BEAM ABOVE (TYP.)

REFER TO PS101

36' - 3 1/2"7' - 6"

PS501

A4

PS501

A4

PS201

A2

PS201

B3

PS201

C3

PS201

A4

SEE

TYPICAL

END STOP

DETAIL

SEE MONORAIL

CONNECTION

DETAIL

19' - 10 3/8"

(-19 1/2"+/-)

4' - 0" +/-

L4 X 4X

5/

S8X23

BELOW

FLOOR SLAB

OPENING IN GROUND FLOOR

FOR EQUIPMENT REMOVAL

REFER TO YS DRAWINGS

11' - 10 1/8"

D2

PS501

S10X25.4(-15' - 2 3/4"+/-)

/8

/8

ADJUSTABLE TIE - OFF ANCHOR TO

UNDERSIDE OF MEZZANINE FRAMING

CAPABLE OF SUPPORTING MIN.

5,000# CONCENTRATED LOAD

APPLIED ANY DIRECTION.

MAX. (1) TIE - OFF ANCHOR PER

BEAM. SEE NOTE 3.

GALV.

GALV.

5 TON CAPACITY TYPICAL

1 TON CAPACITY AT DEWATERING CULVERTS

SEE SPECIFICATIONS

COMBINED LOW HEADROOM

MANUAL TROLLEY & HOIST

BEAM: SEE PLAN

W O

T H

E R

T R

A D

E D

R A

W

IN

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A T

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A N

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D

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A T

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IN

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C U

L V

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T S

C O

O R

D M

A X

L

IF

T H

E

IG

H T

BEAM: SEE PLAN

L3x3x1/2

(2) 3/4" DIA. BOLTS

L4 BRACE SEE PLAN

BEAM: SEE PLAN

(4) 3/4" DIA. BOLTS

W/ DOUBLE NUTS AND

TACK WELD AFTER INSTALL

1 1/4" THICK

X 10" WIDE

X 8" LONG

TOP PLATE

MIN.

BEAM: SEE PLAN

3/16

8" MAX.

EQUIP. PLATFORM

EL 24.67

HOIST BEAM SEE PLAN

CONCRETE SLAB

SEE PLAN

L4 SEE PLAN

3/16 1"

TYP.

REMOVABLE RAILING. COORD. W/ ARCH.

TYP. GUARD RAIL

CONNECTION, REFER

TO /C4 PS502

KICK PL.

3/16 1"

GROUND LEVEL

EL 12.00

CONCRETE SLAB REFER TO DRY DOCK DRAWINGS FOR ADDITIONAL INFORMATION

GALV. HOIST BEAM;

SEE PLAN

3/16

11"x4"x1" THICK GALV.

TOP PLATE @

5'-0" O.C. MAX

DOUBLE NUT AND TACK WELD

AFTER INSTALL

(2) 7/8" DIA. ASTM F 593 316 SS THREADED ROD, EPOXY

GROUTED W/ EMBED. 11" BEYOND FIRST LAYER OF REBAR

COORD. W/ DRY DOCK DRAWINGS.

8" MAX.

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

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DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C L A S S

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

C

U se rs

P u b lic

D o c u m e n ts

L o c a l_ R e v it F i le s\ D

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PS501

ST LO MJS

12823423

460 1056

PLAN NORTH

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

INTERIOR CRANE HOIST PLAN

SCALE: 3/4" = 1'-0" PS501 A4

MONORAIL TROLLEY DETAIL

SCALE: 3/4" = 1'-0" A3

MONORAIL END STOP DETAIL

SCALE: 3/4" = 1'-0" A2

MONORAIL CONNECTION DETAIL

NOTES:

1. COORDINATE ALL DIMENSIONS WITH ARCH. AND MEP DRAWINGS TYP.

2. T.O.S. ELEV. = ELEV. 24'-2" U.N.O.

3. REFER TO DETAIL B2/PS503 FOR ADDITIONAL CONNECTION REQUIREMENTS.

4' 0' 4' 8' 12' 16'

1/8" = 1'-0"

SCALE: 3/4" = 1'-0" PS501 D2

SECTION AT HOIST BEAM

SCALE: 3/4" = 1'-0" PS101 C3

SECTION AT UNDERSLAB HOIST

BEAM

PS501PS501

1' 0' 4'2'1'

3/4" = 1'-0"

A m e n d m e n t

-1

-2

V

1' - 6" MAX

PIPE AND CONNECTION

REFER TO MECHANICAL

DWGS. (TYP.)

L6x3-1/2x5/16 LLH, PROVIDE KICKER

PER AT PIPE

EXPANSION ANCHOR SUPPORTS

PER MEP DWGS.

US512

C5

/D4 US512

SKEWED KICKER ANGLE

T Y

P

T Y

P 1/4

PL. 1/2" THICK,

3/8" DIA S.S. THREADED RODS

W/ 2-3/8" MIN. EMBED. W/

EPOXY ADHESIVE, TYP.

ANGLE PER

DETAIL

NOTE: CMU WALL REINF.

AT BRACE CONN PER

/D3 US513

BOLT NOT REQUIRED WHEN USED

TO SUPPORT KICKER BRACING

EQ EQ

1" TYP.

MIN.

1/4"

/4

M

IN

L6x3-1/2x5/16

LLH, TYP

HSS4x4x1/4

T.O. SLAB

6" NON-SHRINK

EPOXY GROUT

MAX

1' - 6"

PIPE AND CONNECTION

REFER TO MECHANICAL

DWGS. TYP.

US512

B5

TYP, TOP

& BOT

US512

A5

TYP

NOTES:

1. REFER TO MEP

DRAWINGS FOR

PIPE ELEVATIONS.

2. PROVIDE PIPE

SUPPORT 8'-0" O.C.

MAX.

M

IN

E

M B

E D

M

A X

US512

D4

SKEWED

KICKER

ANGLE, TYP

3/16

3/8" DIA S.S. RODS W/

2-3/8" MIN. EMBED. W/

EPOXY ADHESIVE,

TYP.

1/2" PL

/2

T Y

P

1 1/2" TYP

3/16

3" MIN, TYP

L3x3x3/8 BRACE, ANCHORAGE

TO WALL PER

.0

ANGLE PER DETAIL

/C5 US512

PROVIDE ADDITIONAL

BRACE AT STEAM AND

CONDENSATE PIPING

1/4 (5/16)

HSS PER DETAIL

ANGLE PER DETAIL

L6x3-1/2x5/16

LLH, TYP

MC10x28.5

T.O. SLAB

6" NON-SHRINK

EPOXY GROUT

NOTE:

REFER TO MEP

DRAWINGS FOR PIPE

EXPANSION ANCHOR

POINTS AND ELEVATIONS

PIPE AND CONNECTION

REFER TO MECHANICAL

DWGS. TYP.

US512

A2

TYP, TOP

& BOT

EQ EQ

2' - 3"

US512

B2

TYP

M

A X

1/4

3/4" DIA S.S. RODS

W/ 4" MIN. EMBED.

W/ EPOXY

ADHESIVE, TYP.

1/2" PL

EQEQ

5"

E Q

E Q

2" TYP

1/4

POST PER DETAIL

ANGLE PER DETAIL

/2

EXIST. COL.

/4

/4

/4

(4) 3/4" DIA. BOLTS

PL. 1/2"x11"x6"

W8X10

3/16

LENGTH VARIES UP TO 4' - 6"

US512

D2

1 1/4" TYP

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E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

A

B

C

D

1 2 3 4 5

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

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C A

P

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A L I

M P

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V E

M E

N T

C O

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N A

V A

L S

T A

T

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N N

O R

F O

L K

V

IR

G

IN

IA

P -3

M U

L T

I- M

IS

S

IO

N

D R

Y D

O C

K

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C L A S S

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

C

U se rs

P u b lic

D o c u m e n ts

L o c a l_ R e v it F i le s\ D

R Y

D S

W

TR

-1

-A lu c a s.

o liv e rJ K

K A

E .r v t

:3

:3

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US512

ST LO MJS

12823568

605 1056

SCALE: N.T.S. D5

TYPICAL PIPE SUPPORT

SCALE: N.T.S. C5

WALL CONNECTION DETAIL

SCALE: N.T.S. A4

TYPICAL PIPE SUPPORT

SCALE: N.T.S. B5

POST BASE PL

SCALE: N.T.S. D4

BRACE DETAIL

SCALE: N.T.S. A5

ANGLE CONN TO POST

SCALE: N.T.S. A3

TYP PIPE EXPANSION ANCHOR

SUPPORT

SCALE: N.T.S. A2

POST BASE PL AT EXPANSION

ANCHOR

SCALE: N.T.S. B2

ANGLE CONN TO CHANNEL

SCALE: N.T.S. C2

BUILDING 72 PIPE SUPPORT

SCALE: N.T.S. D2

PIPE SUPPORT SECTION

NOTE:

ALL STEEL TO BE STAINLESS. REFER TO MEP DRAWINGS

NOTE:

ALL STEEL TO BE STAINLESS. REFER TO MEP DRAWINGS

NOTE:

ALL STEEL TO BE STAINLESS. REFER TO MEP DRAWINGS

A m e n d m e n t

-1

-2

V

ASW PIPE,

TYP

HSS4x2x3/16

US513

C5TYP

MAX

5' - 0" L6x3-1/2x5/16 LLH

2"

US513

B5

2"

PROVIDE HSS4x2x3/16 IF

NO WALL WITHIN 5'-0"

M A

X

NOTE: REFER TO SIMILAR DETAIL

FOR BRACING REQUIREMENTS AT ANCHOR

LOADS.

/C3 US513

(2) 5/8" DIA. S.S.

EXP. ANCHOR

W/ 4" EMBED.

MIN. TYP.

T Y

P

1/4

PL 1/2"

(2) 5/8" DIA. S.S. EXP.

ANCHOR W/ 4" EMBED

MIN, TYP.

T Y

P

EQ EQ

1/4 (5/32)

HSS PER DETAIL

ANGLE PER DETAIL

1/4

(1/4)

TYP

HSS4x4x1/4, GALV

HSS3x3x1/4, GALV

BASE PL 3/4 x 1'-0", GALV

T Y

P

3/8" DIA S.S. RODS W/

2-3/8" MIN EMBED W/

EPOXY ADHESIVE, TYP.

8' - 0" MAX CENTER TO CENTER

ELEVATIONPLAN

REFER TO MEP DWGS.

1/4" CLOSURE PL

3/16

STANCHION CABLE

RACK BY ELECTRICAL,

TYP

ANCHORAGE

PER MFR, TYP

CMU REINF PER

/D3 US513

1 3/4"

E Q

E Q

L3x2x3/16 LLV

EQ

EQ

1" MIN

1" MIN

/2

45.00°

2' - 6"

L2x2x1/8

L3x2x3/16

3"

1/2" DIA A325-

N BOLT, TYP

NOTES:

1) WEIGHT ON BRACKET NOT TO EXCEED 500#

2) COORDINATE LOCATIONS WITH ELECTRICAL DWGS

3) STEEL TO BE GALVANIZED

1/2" DIA

A325-N

THRU BOLT

WITH

WASHER,

TYP

CMU WALL

PER ELEV

CMU REINF

PER

/D3 US513

SEE ELEV DWGS

(2) #5 VERT REBAR, PLACED

IN GROUTED CORES, FULL

HEIGHT OF WALL, TYP.

STANCHION OR ELEC. ANGLE

BRACKET CENTERED ON

PILASTER. REFER TO ELEC.

DWGS. AND DETAILS THIS

SHEET, TYP.

PROVIDE CONT. BOND

BEAM AT TOP OF CMU

WALL REINFORCED W/

(2) #5 TYP.

FRONT ELEVATION

PL. 3/8", BEYOND PL. 1/4"x2-1/2"

L3-1/2x2-1/2x1/4, TYP.

HSS2-1/2x2-1/2x1/4

W/ BASE PL.

1/2"x6"X6" W/ (4)

5/8" DIA. S.S.

WEDGE ANCHORS

W/ 4" EMBED. MIN.

PL. 1/4"x2-1/2"

3/16

TYP.

3/16

TYP.

3' - 8 1/2"

PL. 1/4"x2-1/2"

L3-1/2x2-1/2x1/4

PL. 3/8"

SECTION

PL. 3/8"

PL. 1/4"x2-1/2", TYP.

L3-1/2"x2-1/2" x1/4", TYP.

PLAN

3/16

TYP.

/2

4' - 0"

NOTES:

1. PROVIDE ENCLOSURE AT EACH HIGH PRESSURE AIR

SERVICE OUTLET AS NEEDED.

2. HIGH PRESSURE AIR ENCLOSURES TO BE PAINTED

BLACK AND LABELED WITH 6" HIGH STATION

NUMBERS IN WHITE. STATION ID NUMBERS TO BE

PROVIDED BY THE GOVERNMENT.

GROUND FLOOR

EL 12.00

CONC. SLAB

M

IN

ASW PIPING

REFER TO

MECH.

L4X4X5/16"

PL. 5/8"x5"x12" W/ (2) 1/2" DIA.

EXP. ANCHOR W/ 3-1/4" EMBED.

CONC. EDGE

GROUND FLOOR

EL 12.00

3" SCH 40,

316 S.S. TYP.

W6X15 316 S.S.

NOTE:

1) STRUCTURAL SUPPORT SHALL BE PROVIDED 10' - 0" O.C. MAX., U.N.O.

(2) 5/8" DIA. S.S.

EXP. ANCHOR W/

4" EMBED. MIN.

TYP.

1/4

TYP.

COORD. W/ MEP

8' - 0" MAX.

3/4" x 12" x 12" S.S.

PLATE AT

8'-0" O.C.

3/4"x6" WIDE

S.S. PLATE

(2) 1/2" DIA. S.S.

EXP. ANCHORS

AT 9" O.C. W/ 3-1/4"

EMBED. TYP.

3/8" S.S. STIFF.

4" x 8" x 1/2" S.S.

PL, TYP.

L2-1/2X2-1/2X 5/16, 316 S.S.

1/4 1.5

S.S. POST

SEE DETAILS

S.S. BEAM

SEE PLAN

BRACING FOR PIPE

ANCHORS AT EACH POST

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IT

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E E

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IN

G C

O M

M A

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M

ID

-A

T L A

N T

IC

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

A

B

C

D

1 2 3 4 5

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

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C A

P

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M E

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C O

R E

N A

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DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C L A S S

IF

IE

D

UNCLASSIFIED

EJA

DSN

NBJ

LBT/LBL

1604959

DES DRW CHK

CONSTR. CONTR. NO.

SCALE: AS SHOWN

C

U se rs

P u b lic

D o c u m e n ts

L o c a l_ R e v it F i le s\ D

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D S

W

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US513

ST LO MJS

12823569

606 1056

SCALE: N.T.S. D5

CEILING PIPE SUPPORT

SCALE: N.T.S. C5

WALL CONNECTION DETAIL

SCALE: N.T.S. B5

ANGLE CONN

SCALE: N.T.S. A5

PIPE SUPPORT DETAIL

SCALE: N.T.S. D4

STANCHION DETAIL

SCALE: N.T.S. B4

ELECTRICAL ANGLE BRACKET

NOTE:

COORDINATE REINFORCING LOCATION WITH CMU SHOP

DRAWINGS AND MEP DRAWINGS

SCALE: N.T.S. D3

CMU REINF AT CONN

SCALE: N.T.S. A2

HIGH PRESSURE AIR STATION

SUPPORT DETAILS

SCALE: N.T.S. D2

ASW PIPE SUPPORT @ SOUTH SIDE

SCALE: N.T.S. C3

PIPE SUPPORT UNDER BERTH 11

NOTE: STEEL SHALL BE HOT DIPPED GALVANIZED

NOTE: COORDINATE LOCATIONS WITH ELEC. DWGS.

NOTE: COORDINATE LOCATIONS WITH ELEC. DWGS.

NOTE: STEEL SHALL BE STAINLESS REFER TO MEP DRAWINGS

NOTE:

ALL STEEL TO BE STAINLESS. REFER TO MEP DRAWINGS

NOTE:

ALL STEEL TO BE STAINLESS. REFER TO MEP DRAWINGS

A m e n d m e n t

-1

-2

V