2370-1830_RevE_RAE_Bridge_(DD1).pdf

PDF 2 MB Posted Nov 14, 2018

Attached to: PRE-FABRICATED STRUCTURE Federal contract opportunity
Solicitation number: SPMYM219Q0269
Issued by: Defense Logistics Agency Land and Maritime

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2370-1830 REV E Drawing

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SPMYM2-19-Q-0269-0002.pdf	PDF	Jan 8, 2019
SPMYM2-19-Q-0269-0001.pdf	PDF	Dec 17, 2018
SPMYM2-19-Q-0269.pdf	PDF	Nov 14, 2018
2370-1835_RevD_RAE_Bridge_and_Towers_Requirements_(DD1).pdf	PDF	Nov 14, 2018
Exhibit_B_-_CDRLs_DD-1_RAE_Towers_and_Bridge.pdf	PDF	Nov 14, 2018
PAST_PERFORMANCE_QUESTIONAIRE.pdf	PDF	Nov 14, 2018
2370-1832_RevE_RAE_Support_Towers_(DD1).pdf	PDF	Nov 14, 2018
ATTACHMENT_A_PSNS__IMF_BREMERTON_SITE_SPECIFIC_REQUIREMENTS_(RAE_Towers_....pdf	PDF	Nov 14, 2018
Contractor_performance_data_sheet..pdf	PDF	Nov 14, 2018

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ANSI B

SHEET SIZE

SYMB REV DESCRIPTION APPROVALCHANGE BY

REVISIONS

NO. OF SHEETSSHEET NO.

A.D.C. REVIEW

CONCURRENCE

APPROVAL

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

DESIGNED \S\ B. MEACHAM 11-12-2014

CHECKED \S\ K. BOTTELBERGHE 11-12-2014

BRANCH

SUPERVISOR \S\ J. BYRNES 11-12-2014

SIGNATURE DATE

SIGNATURE

CODE

\S\ SIGNATURE ON FILE

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DISTRIBUTION STATEMENT "D":

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT OF DEFENSE AND U.S. DOD

CONTRACTORS ONLY; ADMINISTRATIVE AND OPERATIONAL USE. OTHER REQUESTS FOR

THIS DOCUMENT SHALL BE REFERRED TO PUGET SOUND NAVAL SHIPYARD AND

INTERMEDIATE MAINTENANCE FACILITY, BREMERTON, WA 98314.

REV.

TOTAL DRAWING REVISION

CHANGED DISTRIBUTION STATEMENT

\S \ R

T W

H E

-4 -2

\S \ R

G S

-4 -2

ADJUSTED LINE STYLES.

CHANGED HORIZONTAL BRACE THICKNESS IN VIEW 1/S7.

CHANGED JOIST SPACING IN VIEW 1/S8.

CHANGED WELD AND INSPECTION CALLOUTS IN VIEW 5/S11.

CHANGED PADEYE DIMENSIONS IN VIEW 5/S16.

CHANGED SHIM DIMENSION IN VIEWS 1/S18 AND 2/S18. ALL

VIEWS SHOWING SHIMS ARE UPDATED.

CHANGED BOLT LENGTH IN VIEW 4/S18.

\S\ R.T. WHEELER 8-1-2018

\S \ R

.T . W

H E

-1 -2

\S \ R

.G . S

-1 -2

GENERAL NOTES

1. GENERAL:

A. THIS DRAWING PROVIDES DETAILS AND REQUIREMENTS FOR THE

CONSTRUCTION OF ONE (1) DRY DOCK 1 RAE BRIDGE, HEREAFTER

REFERRED TO AS THE BRIDGE.

B. CONSTRUCTION OF THE BRIDGE SHALL BE IN ACCORDANCE WITH

ANSI/AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES, PSNS DRAWING 2370-1835, RAE BRIDGE

AND TOWERS REQUIREMENTS, AND THIS DRAWING.

C. LIFTING AND HANDLING OF THE BRIDGE SHALL BE IN ACCORDANCE

WITH THE VIEWS ON SHEET 2 OF THIS DRAWING.

D. THE BRIDGE SHALL BE SHIPPED COMPLETELY ASSEMBLED TO THE

EXTENT OF THIS DRAWING UNLESS NOTED OTHERWISE.

2. DIMENSIONS:

A. DIMENSIONS UP TO 72 INCHES ARE SHOWN IN INCHES AND

COMMON FRACTIONS. DIMENSIONS INCLUDING AND OVER 72

INCHES ARE SHOWN IN FEET – INCHES AND COMMON FRACTIONS.

B. DIMENSIONS LOCATING MEMBERS AND FEATURES IN PLAN VIEWS

ARE TO GRID LINES UNLESS NOTED OTHERWISE.

C. TOLERANCES SHALL BE IN ACCORDANCE WITH ANSI/AISC 303-16,

CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND

BRIDGES UNLESS NOTED OTHERWISE.

D. CRITICAL DIMENSIONS THAT REQUIRE DOCUMENTED VERIFICATION

ARE SHOWN ON SHEET 4 OF THIS DRAWING.

3. DRAWING VIEWS:

A. VIEWS ARE REFERENCED IN THIS DRAWING AS VIEW

NUMBER/SSHEET NUMBER. AN EXAMPLE IS 4/S10 WHICH

CORRESPONDS TO VIEW 4 ON SHEET 10.

B. THE GRID SYSTEM SHOWN IN THIS DRAWING CORRESPONDS TO

THE GRID SYSTEM OF DRAWING 2370-1832.

C. BEAMS AND GIRDERS SHALL BE CENTERED ON GRID LINES UNLESS

NOTED OTHERWISE.

D. BEAM TO BEAM SHEAR CONNECTIONS AND BOLT ASSEMBLIES ARE

SHOWN IN VIEWS FOR REFERENCE. THESE MAY BE PLACED ON THE

OTHER SIDE OF THE BEAM WEB WHERE SHOWN IN THE DRAWING

VIEW.

E. “SFRS” INDICATES A WELD ON THE SEISMIC FORCE-RESISTING

SYSTEM THAT IS NOT DEMAND CRITICAL.

F. “SFRS-DC” INDICATES A WELD ON THE SEISMIC FORCE-RESISTING

SYSTEM THAT IS DEMAND CRITICAL.

G. “A325 PT” INDICATES A PRETENSIONED BOLTED JOINT AND “A325

SC” INDICATES A SLIP-CRITICAL BOLTED JOINT IN ACCORDANCE

WITH AISC 348-14, SPECIFICATION FOR STRUCTURAL JOINT USING

HIGH-STRENGTH BOLTS. ALL OTHER BOLTED CONNECTIONS SHALL

BE INSTALLED AS SNUG-TIGHTENED JOINTS.

4. MATERIALS:

A. REFER TO PSNS DRAWING 2370-1835, PARAGAPH 2. FOR ALL

MATERIAL REQUIREMENTS.

B. ALL PLATE SHALL BE ASTM A36 OR ASTM A572 GRADE 50 UNLESS

NOTED OTHERWISE.

5. CORROSION PROTECTION, FINISHES, AND PAINT:

A. HSS CONNECTIONS SHALL BE FULLY WELDED TO PREVENT

MOISTURE INTRUSION.

B. LOCATIONS OF THERMAL SPRAY COATING ARE SHOWN SHEETS 26

AND 27 OF THIS DRAWING.

C. SURFACES OF CARBON STEEL MEMBERS THAT ARE FULLY

CONCEALED BY WALL PANELS OR DECKING SHALL ONLY RECEIVE

BASE COAT PAINT.

D. TOP COAT PAINT COLOR ON ALL STRUCTURAL MEMBERS SHALL BE

GRAY IN ACCORDANCE WITH 2370-1835 UNLESS NOTED

OTHERWISE.

1. VIEW SHOWS ALLOWABLE RANGE OF RIGGING LEG ANGLES.

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

RAE BRIDGE ISOMETRIC

VIEW TITLE

NOTE

SYMBOL LEGEND

VIEW NUMBER

SHEET NUMBER

VIEW IS ON

SHEET NUMBER

VIEW IS ON

VIEW NUMBER

VIEW REFERENCE BUBBLE

LOCATION

ELEVATION

ELEVATION MARKER

PARTIAL SECTION CUT

INDICATES BEAM TO COLUMN MOMENT CONNECTION

INDICATES GRID LINE

GRID LINE DESIGNATOR

INDICATES BEAM TO BEAM SHEAR CONNECTION

BEAM DESIGNATOR

INDICATES BEAM TO COLUMN SHEAR CONNECTION

W 14X53

COLUMN DESIGNATOR

INDICATES BEAM

LINES LOCATING ANGLES ARE TO OUTER FACE OF LEG

LINES LOCATING C-SHAPES ARE TO OUTER FACE OF WEB

LINES LOCATING HSS-SHAPES ARE TO C

LINES LOCATING W-SHAPES ARE TO C

STRUCTURAL STEEL LEGEND

(PLAN VIEWS ONLY)

FULL SECTION CUT

ELEVATION

RAE BRIDGE LIFT SKETCH

NOTES:

'-6

O X.

T O

23'-6 5/16"

O X.

TER

60° +5 0 60° +5

5° 5° 5° 5°

36'-2" NOM SPREAD

32'-5 1/2" MIN SPREAD

40'-8 7/16" MAX SPREAD

5° 5°

1. VIEW SHOWS ALLOWABLE RANGE OF RIGGING LEG ANGLES.

RAE BRIDGE LIFT SKETCH

NOTES:

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

LOAD TEST SKETCH 2

LOAD TEST SKETCH

60° 0 -5 60° 0

-5

5° 5° 5° 5°

LOAD TEST VALUE 1/S3LOAD TEST VALUE = 120,000 lbs LOAD TEST VALUE = 120,000 lbs

LOAD TEST AND WEIGHT NOTES

1. THE EXPECTED WEIGHT OF THE BRIDGE IS 100,000 lbs.

2. ENGINEERING NOTE: THE PADEYES ARE RATED FOR A MAXIMUM LIFTED BRIDGE WEIGHT OF 120,000 lbs WITH

THREE (3) PADEYES CARRYING THE LOAD.

3. LIFTING AND HANDLING OF THE BRIDGE SHALL BE IN ACCORDANCE WITH VIEWS 2/S2 AND 3/S2.

4. A CALIBRATED HANGING LOAD CELL SHALL BE USED FOR LOAD TESTS AND WEIGHING THE BRIDGE. A CRANE

SCALE DOES NOT SATISFY THIS REQUIREMENT.

5. LOAD TEST:

A. THE FOUR (4) PADEYES ON THE BRIDGE SHALL BE LOAD TESTED.

B. PRIOR TO AND FOLLOWING THE LOAD TESTS, VISUALLY INSPECT AND MAGNETIC PARTICLE TEST, MT, THE

PADEYE WELDS AND BASE MATERIAL AS SHOWN IN VIEW 5/S16 AND IN ACCORDANCE WITH AWS D1.1.

C. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL LOAD TEST PROCEDURE.

D. LOAD TEST PROCEDURE:

1. LOAD TEST PADEYES AFTER BRIDGE CONSTRUCTION BY LIFTING WITH A CRANE.

2. TWO (2) LOAD TESTS SHALL BE PERFORMED ON THE BRIDGE. ONE LOAD TEST SHALL TEST THE TWO

(2) PADEYES NEAR GRID 3 WHILE THE OTHER SHALL TEST THE TWO (2) PADEYES NEAR GRID 6. USE

OF A SPREADER IS NOT REQUIRED FOR LOAD TESTS.

3. THE INTENT OF THE LOAD TEST IS NOT TO LIFT THE BRIDGE BUT TO APPLY THE REQUIRED TEST

LOAD TO THE PADEYES BEING TESTED.

4. LOAD TEST PROCEDURE:

(a) AFTER ATTACHING RIGGING TO THE TWO (2) PADEYES TO BE TESTED, LIFT RIGGING TO REACH A

MEASURED WEIGHT (EXCLUDING RIGGING WEIGHT) OF 120,000 lbs (+4,000 lbs, -0 lbs) ON THE LOAD CELL. IN ORDER TO ACHIEVE THIS LOAD, TEST WEIGHTS SHALL BE ADDED ON THE BRIDGE DECK

NEAR THE RESPECTIVE PADEYES BEING TESTED.

(b) HOLD THE LOAD FOR A MINIMUM OF TEN (10) MINUTES.

E. DOCUMENTATION:

1. PRIOR TO THE LOAD TESTS, THE CONTRACTOR SHALL PROVIDE THE FINAL LOAD TEST PROCEDURE

FOR EOR APPROVAL.

2. AFTER COMPLETION OF THE LOAD TESTS, THE CONTRACTOR SHALL PROVIDE WRITTEN

DOCUMENTATION THAT THE LOAD TESTS AND ASSOCIATED NDT REQUIREMENTS WERE

SATISFACTORILY COMPLETED. THIS DOCUMENTATION SHALL INCLUDE A CERTIFICATION STATEMENT

THAT THE LOAD TESTS WERE SATISFACTORILY COMPLETED; CERTIFICATION OF LOAD CELL

CALIBRATION; LOAD TEST PROCEDURE; “PRE” AND “POST” LOAD NDT RESULTS; ACCEPTANCE

CRITERIA USED; AND ITEMS, PIECES, AND WELDS THAT WERE INSPECTED.

F. LIFT POINT LABEL PLATE:

1. ATTACH A LIFT POINT LABEL PLATE TO THE BEAMS JUST BELOW EACH OF THE FOUR (4) PADEYES AS

SHOWN IN VIEW 5/S16 WITH DOUBLE-SIDED BONDING TAPE.

2. THE LABEL PLATES SHALL BE MADE FROM ALUMINUM OR STAINLESS STEEL WITH 3/8 INCH TALL

LASER ETCHED LETTERING AND CONTAIN THE FOLLOWING INFORMATION:

LIFT POINT

PSNS DWG 2370-1830

LIFT POINT GPS CAPACITY: 46,200 lbs (60° MIN. LIFT ANGLE)

TEST DATE: (ENTER TEST DATE, MM-DD-YYYY FORMAT)

PERIODIC TEST NOT REQUIRED

6. WEIGH BRIDGE:

A. LIFT AND WEIGH THE FULLY ASSEMBLED BRIDGE TO ±2% ACCURACY.

B. PROVIDE WRITTEN DOCUMENTATION FOR THE MEASURED WEIGHT OF THE BRIDGE TO THE EOR PRIOR

TO SHIPMENT.

C. BRIDGE LABEL PLATE:

1. ATTACH TWO (2) BRIDGE LABEL PLATES AT THE LOCATIONS SHOWN IN VIEWS 1/S6 AND 2/S6 WITH

DOUBLE-SIDED BONDING TAPE.

2. THE LABEL PLATES SHALL BE MADE FROM ALUMINUM OR STAINLESS STEEL WITH 1/2 INCH TALL

LASER ETCHED LETTERING AND CONTAIN THE FOLLOWING INFORMATION:

DD1 RAE BRIDGE

PSNS DWG 2370-1830

WEIGHT: (ENTER MEASURED WEIGHT)

MFR: (ENTER NAME OF THE CONTRACTOR)

YEAR: (ENTER YEAR BUILT)

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

INSPECTION NOTES

1. IN ADDITION TO REGULAR SURVEYS, A LICENSED SURVEYOR SHALL FILL

OUT, SIGN, AND STAMP TABLE 4-1. THIS TABLE PROVIDES THE REQUIRED

INSPECTIONS WITH ALLOWABLE TOLERANCES FOR THE BRIDGE.

2. INSPECTIONS SHALL BE PERFORMED WITH AN OPTICAL MEASUREMENT

DEVICE (i.e. TOTAL STATION).

3. ALONG WITH THE FILLED AND SIGNED INSPECTION TABLE, PROVIDE A FIELD

REPORT WHICH INCLUDES SITE LOCATION, DATES OF MEASUREMENTS,

WEATHER CONDITIONS, SURVEYOR’S CONTACT INFORMATION, DETAILED

DESCRIPTION OF THE METHODS AND TOOLS USED FOR MAKING ALL

REQUIRED MEASUREMENTS, CALIBRATION CERTIFICATION OF

INSTRUMENTATION, AND PHOTOGRAPHIC EVIDENCE SHOWING HOW EACH

TYPE OF MEASUREMENT WAS MADE.

4. HORIZONTAL MEASUREMENTS SHALL BE MADE ON TOP OF BRIDGE MAIN

GIRDERS.

5. ELEVATION MEASUREMENTS FOR TOP OF STEEL SHALL BE MADE ON TOP OF

BRIDGE W33 MAIN GIRDERS.

6. COLUMN PLUMBNESS MEASUREMENTS SHALL BE MADE FROM TOP OF TOP

BASE PLATE TO BOTTOM OF MAIN GIRDER.

INSPECTION

MEASUREMENT

ALLOWED

MIN (in)

ALLOWED

MAX (in)

ACTUAL MEASURED (in) INSPECTION

MEASUREMENT

ALLOWED

MIN (in)

ALLOWED

MAX (in)

ACTUAL MEASURED (in)

1B TO 1D 301.875 302.125 1B T.O.S. -0.125 +0.125

2B TO 2D 301.875 302.125 1D T.O.S. -0.125 +0.125

3B TO 3D 301.875 302.125 2B T.O.S. -0.125 +0.125

4B TO 4D 301.875 302.125 2D T.O.S. -0.125 +0.125

5B TO 5D 301.875 302.125 3B T.O.S. -0.125 +0.125

6B TO 6D 301.875 302.125 3D T.O.S. -0.125 +0.125

7B TO 7D 301.875 302.125 4B T.O.S. -0.125 +0.125

1B TO 2B 111.875 112.125 4D T.O.S. -0.125 +0.125

2B TO 3B 153.875 154.125 5B T.O.S. -0.125 +0.125

3B TO 4B 65.875 66.125 5D T.O.S. -0.125 +0.125

4B TO 5B 301.875 302.125 6B T.O.S. -0.125 +0.125

5B TO 6B 65.875 66.125 6D T.O.S. -0.125 +0.125

6B TO 7B 153.875 154.125 7B T.O.S. -0.125 +0.125

1D TO 2D 111.875 112.125 7D T.O.S. -0.125 +0.125

2D TO 3D 153.875 154.125 4B B.O. BP -0.125 +0.125

3D TO 4D 65.875 66.125 4D B.O. BP -0.125 +0.125

4D TO 5D 301.875 302.125 5B B.O. BP -0.125 +0.125

5D TO 6D 65.875 66.125 5D B.O. BP -0.125 +0.125

6D TO 7D 153.875 154.125 4B N-S -0.188 +0.188

2B TO 3D 338.875 339.125 4B E-W -0.188 +0.188

2D TO 3B 338.875 339.125 4D N-S -0.188 +0.188

2B TO 5D 602.941 603.066 4D E-W -0.188 +0.188

2D TO 5B 602.941 603.066 5B N-S -0.188 +0.188

4B TO 7D 602.941 603.066 5B E-W -0.188 +0.188

4D TO 7B 602.941 603.066 5D N-S -0.188 +0.188

6B TO 7D 338.875 339.125 5D E-W -0.188 +0.188

6D TO 7B 338.875 339.125

TABLE 4-1: BRIDGE STRUCTURE INSPECTIONS

H O

O N

T A

L D

A T

A E

V A

N D

A T

A P

B N

E S

S D

A T

SURVEYOR'S NAME (PRINT) :

SURVEYOR'S SIGNATURE :

DATE :

1. GRATINGS ARE SHADED IN GRAY.

2. DETAILS FOR HLL ANCHORS IS ON SHEET 23.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1 2 3 4 5 6 7

'-7

RAE BRIDGE PLAN

NOTES:

P A

D E

Y E

C L

P A

D E

Y E

C L

71'-2"

'-1

0"3

CALCULATED

CG LOCATION

14"

36'-2"

12 1/4"

14"

(8) RAE HOLD-DOWNS PER 1/S17

55" 55"

CL CL

6' -1

HLL SYSTEM B/W

GRIDS 1A AND 7A,

MOUNT 48" ABOVE T.O.G.

HLL SYSTEM B/W

GRIDS 1E AND 7E,

MOUNT 48" ABOVE T.O.G.

HLL SYSTEM B/W

GRIDS 7A AND 7E,

MOUNT 46" ABOVE T.O.G.

18'-6 1/4"

9'-4" 12'-10" 66" 25'-2" 66" 12'-10"

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

SOUTH ELEVATION

LOOKING NORTH

EAST ELEVATION

LOOKING WEST

NORTH ELEVATION

LOOKING SOUTH

WEST ELEVATION

LOOKING EAST

DD1 RAE BRIDGE

PSNS DWG 23 70- 183 0

WEIGHT: XXX

MFR: XXX

YEAR: XXXX

1 2 3 4 5 6 7

9'-4" 12'-10" 66" 25'-2" 66" 12'-10"

A B C D E

58" 12'-7" 12'-7"

BRIDGE T.O.S.

ELEV 14'- 4 1/2"

B.O. BASE PLATE

ELEV 0' - 0"

DD1 RAE BRIDGE

PSNS DWG 23 70- 183 0

WEIGHT: XXX

MFR: XXX

YEAR: XXXX

7 6 5 4 3 2 1 E D C B A

12'-10" 66" 25'-2" 66" 12'-10" 9'-4" 12'-7" 12'-7" 58"

BRIDGE T.O.S.

ELEV 14'- 4 1/2"

B.O. BASE PLATE

ELEV 0' - 0"

71'-2"18" 4"

73'-0"MAIN GIRDER/OVERALL LENGTH =

4" 71'-2" 18"

73'-0"MAIN GIRDER/OVERALL LENGTH =

37'-9"OVERALL WIDTH =

34"

D E

R C L

BRIDGE

COAMING

BRIDGE

DECK

BRIDGE

COAMING

BRIDGE

DECK

6'-10"

60"

BRIDGE LABEL PLATE

60"

BRIDGE LABEL PLATE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1 2 3 4 6 7

9'-4" 12'-10" 66"

F R

MAIN GIRDER, W33X130 (SFRS)

W16X57

W10X12 W10X12 W12X14 W10X12

W10X12 W10X12 W14X22 W10X12

HORIZONTAL BRACE, L

6X6X3/4 (S

FRS)

(T.O .S. -1

6 1/4")

HORIZONTAL BRACE, L6X6X3/4 (SFRS)

(T.O.S. -16 1/4")

STRUCTURAL PLAN - BRIDGE DECK

T.O.S. ELEV 14' - 4 1/2"

'-7

71'-2"

HORIZONTAL BRACE, L6X6X3/4 (SFRS)

(T.O.S. -16 1/4")

HORIZONTAL BRACE, L

6X6X3/4 (S

FRS)

(T.O .S. -1

6 1/4")

W 8X

F R

52 3/4"

52"

W14X22

23 1/2" 8'-0"4 EQ. SPACES = 63" 8'-0"4 EQ. SPACES = 23 1/2"

/1 6"

6' -1

'-1

25'-2" 66" 12'-10"

5 1/2"

TYP

5 1/2"

TYP

NOTES:

1. VIEW SHOWS GIRDERS, BEAMS, AND BRACES. JOISTS ARE SHOWN IN GRAY.

2. REFER TO VIEW 1/S15 FOR HORIZONTAL BRACE DETAILS.

SIM

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1 2 3 4 5 6 7

9'-4" 12'-10" 66" 25'-2" 66"

MAIN GIRDER

'-8

E Q

. S P

A C

E S

L5 X

3X 5/

C 6X

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5X3X5/16

W8X10

L5X3X5/16

C6X8.2

L5X3X5/16

12'-10"

'-7

71'-2"

C 6X

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

C 6X

L5 X

3X 5/

8 1/2" 8 3/4" 8 3/4" 58 1/4" 51 3/4" 48 1/4"55 1/2"

C 6X

8'-0"2 EQ. SPACES =

L5 X

3X 5/

L5 X

3X 5/

C 6X

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

C6X8.2

8 1/2" 47" 8 3/4"

58 1/4" 51 3/4" 48 1/4"

8 1/2"

31 1/4" 8'-0"2 EQ. SPACES =

8 1/2" 8 1/2"

31 1/4"8'-0"2 EQ. SPACES = 61 3/4"

8 3/4"

'-0

E Q

. S P

A C

E S

8' -0

E Q

. S P

A C

E S

-0

Q . S

P A

C E

10 3

'-1

6' -1

8 3/4" 8 1/2"

C 6X

8 1/2" 8 1/2" 31 1/4"

8 1/2" 8 1/2"

31 1/4"8'-0"2 EQ. SPACES = 61 3/4" 48 1/4" 50 1/4"

SIM

STRUCTURAL PLAN - BRIDGE DECK

ELEV T.O.S. - 1 3/8"

NOTES:

1. VIEW SHOWS JOISTS. GIRDERS, BEAMS, AND BRACES ARE SHOWN IN GRAY.

50" 55 5/8"

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1 2 3 4 5 6 7

E D C B AA B C D E

58" 12'-7" 12'-7"

9'-4" 12'-10" 66" 25'-2" 66" 12'-10"

T.O.S. T.O.S.

T.O.S.

CL CL CL CL CL CL CL

31"48"

27 17/32"20 15/32"

24"24"48"48"31" 31"48"48"24"24"

20 15/32"27 17/32"

48"31"

31" 20'-0"5 EQ. SPACES = 31"

CL CL CL CL CL CL CL

CL CL CL CL CL CL

(6) WEB STIFFENERS PER 1/S11,

EA SIDE OF GIRDER WEB

(7) RAE BRACKETS AND

WEB STIFFENERS PER

3/S16 ON W33 BEAM

(7) RAE BRACKETS AND

WEB STIFFENERS PER

3/S16 ON W33 BEAM

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS MAIN GIRDER AT GRID B.

BRIDGE SECTION

NOTES:

18"4"

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS GRID 4.

BRIDGE SECTION

NOTES:

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS GRID 5.

BRIDGE SECTION

NOTES:

MAIN GIRDER, W33

(4) BRIDGE CONNECTION SHIM #1

PER 1/S18 PER MAIN GIRDER

RAE BRACKET/SHEAR TAB

AND WEB STIFFENER PER

3/S11 ON W33 BEAM

RAE BRACKET/SHEAR TAB

AND WEB STIFFENER PER

3/S11 ON W33 BEAM

6'-10" 12'-7" 12'-7" 58"6'-10"

7 6 5 4 3 2 1 12'-10" 66" 25'-2" 66" 12'-10" 9'-4"

T.O.S.

CL CL CL CL CL CL

(6) WEB STIFFENERS PER 1/S11,

EA SIDE OF GIRDER WEB

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS MAIN GIRDER AT GRID D.

BRIDGE SECTION

NOTES:

(2) BRIDGE CONNECTION STOPS PER MAIN GIRDER

MAIN GIRDER, W33

(4) BRIDGE CONNECTION SHIM #1

PER 1/S18 PER MAIN GIRDER

18" 4"

5 1/2" 5 1/2" 5 1/2" 5 1/2"

31" 20'-0"5 EQ. SPACES = 31"

(2) BRIDGE CONNECTION

STOPS PER MAIN GIRDER

36" 18"

MAIN GIRDER SPLICES

ARE ALLOWED IN

DASHED REGION ONLY

MAIN GIRDER SPLICES

ARE ALLOWED IN

DASHED REGION ONLY

18" 36"

73'-0"

(2) RAE HOLD-DOWN

ASSEMBLIES PER

W33 BEAMBEAM, W33 BEAM, W33

(2) RAE HOLD-DOWN

ASSEMBLIES PER

W33 BEAM

(2) RAE HOLD-DOWN ASSEMBLIES

PER W33 GIRDER

(2) RAE HOLD-DOWN ASSEMBLIES

PER W33 MAIN GIRDER

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

TYP JOIST CONNECTION DETAIL

L5 JOIST TO BEAM OR GIRDER

BEAM OR GIRDER

PER PLAN

TYP JOIST CONNECTION DETAIL

W8 JOIST TO BEAM

1 3/8"

BEAM, W16

CLIP ANGLE

PER 7/S10

1 1/2"

JOIST, W8

TYP JOIST CONNECTION DETAIL

C6 JOIST TO BEAM OR GIRDER

1/4

1/4 1/2

CLIP ANGLE, L4X3X3/8,

LENGTH PER TABLE 11-1

AND/OR DETAIL VIEWS

TYP CLIP ANGLE DETAIL

CONNECTING BEAM OR GIRDER NOT SHOWN

BEAM OR JOIST

PER PLAN

# BOLTS PER TABLE 11-1

AND/OR DETAIL VIEWS

JOIST, L5

CLIP ANGLE

PER 7/S10

(2) O 1/2" BOLTS,

A325/F1852 PT

BEAM OR GIRDER

PER PLAN

2" 1 1/2"

1/2"

(2) O 1/2" BOLTS,

A325/F1852 PT

JOIST, C6

(2) O 3/4" BOLTS,

A325/F1852 PT

1 3/8" 1 7/8"

1 1/4"

1 3/4"

1 3/8" 2 1/8"

1 1/4"

2" 1 1/2"

1/2"

CLIP ANGLE

PER 7/S10

2" 1 1/2"

1/2"

TYP JOIST CONNECTION DETAIL

W8 JOIST TO W33 STIFFENER

1 1/2"1 1/2"

JOIST C

1 1/2"

2 3/4"

BEAM, W33

WEB STIFFENER

JOIST, W8

(2) O 3/4" BOLTS,

A325/F1852 PT

1 1/2"

1 3/8"

BEAM OR GIRDER, W33

TYP JOIST CONNECTION DETAIL

C6 JOIST TO W33 STIFFENER

WEB STIFFENER

JOIST, C6

R 1/2" T&B

(2) O 1/2" BOLTS,

A325/F1852 PT

1 1/2"

1 3/8"

1 3/4"

BEAM OR GIRDER, W33

TYP JOIST CONNECTION DETAIL

L5 JOIST TO W33 STIFFENER

WEB STIFFENER

JOIST, L5

(2) O 1/2" BOLTS,

A325/F1852 PT

JOIST CL

1 1/2"

T.O.S. T.O.S.

1 1/2"

T.O.S.

1 1/2"

T.O.S. T.O.S. T.O.S.

1 3/8"

1 1/4"

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

TYP SHEAR CONNECTION DETAIL

W8 BEAM TO W33 MAIN GIRDER

1 1/2"2@1/2"

(2) O 3/4" BOLTS,

A325/F1852 PT

EXTENDED SHEAR TAB,

PL 1/2", ALIGN WITH

OPPOSING SHEAR TAB

BEAM, W8

R 1/2"

BEAM, W16,

CONNECTION PER 1/S12

T.O.S.

1 1/2"

BOTTOM WEB STIFFENERS,

PL 1/2", ALIGN WITH SHEAR

TABS ABOVE, FOR DETAILS NOT

SHOWN SEE 1/S11, "w" = 1/4

T.O.S.

(#) O 3/4" BOLTS,

A325/F1852 PT,

PER TABLE 11-1

TYP SHEAR CONNECTION DETAIL

BEAM TO BEAM

BEAM CL

BEAM PER PLAN

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

1/2"

R 1/2" MIN

1" MAX

LENGTH

PER

TABLE 11-1

CLIP ANGLE

PER 7/S10

COPE BOTTOM WHERE

REQ'D, SIM TO TOP

1. AT CONTRACTOR'S OPTION: FULL LENGTH MAIN GIRDERS MAY BE

USED, OR SPLICE GIRDERS PER THIS DETAIL.

2. ONLY ONE (1) SPLICE IS ALLOWED PER GIRDER IN LOCATIONS SHOWN

IN VIEWS 3/S9 AND 4/S9.

3. GIRDERS MUST MEET OR EXCEED THE DIMENSIONAL TOLERANCE

REQUIREMENTS OF ASTM A6 OVER THE FULL LENGTH OF THE GIRDER.

4. WELD ACCESS HOLES SHALL BE PER AWS D1.8/D1.8M:2016,

SUBCLAUSE 6.11.1.2, "ALTERNATE GEOMETRY."

SFRS-DC

CJP, BG

TYP

TYP MAIN GIRDER SPLICE

NOTES:

MT + UT

SFRS-DC

CJP, BG

MT + UT

SFRS-DC

CJP, BG

TYPR

MT + UT

MAIN GIRDER, W33

1/4 TYP1/4

NOTCH PER 1/S11

1/4 1/4

STIFFENER, SAME AS AND ALIGN

WITH CONNECTION PLATE ON

OPPOSITE SIDE OF GIRDER WEB

1/4 TYP1/4

TYP SHEAR CONNECTION DETAIL

W16 BEAM TO BRACKET PLATE

1 3/4"

1 1/2"

1 1/2"2 @

R 1/2" TYP

BEAM, W16

RAE BRACKET/SHEAR

TAB, PL 1/2", FOR DETAILS

NOT SHOWN SEE 3/S16

(4) O 3/4" BOLTS,

A325/F1852 PT,

T.O.S.

MAIN GIRDER, W33

WEB STIFFENER PER

1/S11, PL 1/2", "w" = 1/4, ALIGN W/ BRACKET PLATE

1. FILLET WELD SIZE "w" IS INDICATED IN DETAIL VIEWS.

2. THERE SHALL BE NO WELDING IN THE k-AREA OF W-SHAPES

UNLESS NOTED OTHERWISE. WELDING IN THE RADIUS

BETWEEN THE WEB AND FLANGE IS ACCEPTABLE.

3. PROVIDE WELD HOLD-BACKS EQUAL TO "w" WHEN WELDING

CONNECTION PLATES, CONTINUITY PLATES, OR WEB STIFFENERS.

TYP STIFFENER PLATE DETAIL

NOTES:

1 1/2" k k1/2" 1

CLIP BOTTOM

SAME AS TOP

"w" "w"

TYP EA

FLANGE

k-AREA

"w" "w"

W-SHAPE MEMBER

PER PLAN

CONTINUITY PLATE,

OR WEB STIFFENER

BEAM, W33

DECKING

BEAM TYPE # OF BOLTS LENGTH (in) W8 2 6 W10 2 6 W12 3 9 W14 3 9 W16 4 12

TABLE 11-1: BEAM SHEAR CONNECTION SCHEDULE

T.O.S.

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

TYP MOMENT CONNECTION DETAIL

W33 BEAM TO W33 MAIN GIRDER AT GRIDS 4B, 4D, 5B, & 5D

BOTTOM WEB STIFFENER,

PL 1/2", CENTER ON GRID

LINE, FOR DETAILS NOT

SHOWN SEE 1/S11, "w" = 1/4

5/16 SFRS-DC5/16

SFRS-DC,

CJP, BG

T&B

CANTILEVER BEAM, W16,

OFFSET FROM GRID DUE TO

WEB STIFFENER;

CONNECTION PER 1/S12

1/4

1/4 TYP

12"

PL 1" x 4", EA SIDE

OF W33 BEAM WEB

MAIN GIRDER, W33

NOTES:

1. WELD ACCESS HOLES SHALL BE PER AWS D1.8/D1.8M:2016,

SUBCLAUSE 6.11.1.2, "ALTERNATE GEOMETRY."

2. DECKING NOT SHOWN FOR CLARITY.

3. RAE BRACKET PAD NOT SHOWN FOR CLARITY.

BEAM, W33

16 1/4"

(3) O 3/4" BOLTS,

A325/F1852

5/16TYP 5/16

BEAM, W16

R 1/2" T&B

SFRS-DC

CJP, BG

3 3/4"

1 1/2"1 1/2"

1/4"

SFRS-DC5/16

5/16 5/16

BEAM CL

MAIN GIRDER, W33

TYP MOMENT CONNECTION DETAIL

W16 BEAM TO W33 MAIN GIRDER

NOTES:

1. WELDS CONNECTING W16X36 CANTILEVER BEAMS ARE NOT

SFRS-DC AND DO NOT REQUIRE MTs.

2. WELD ACCESS HOLES SHALL BE PER AWS D1.8/D1.8M:2016,

SUBCLAUSE 6.11.1.2, "ALTERNATE GEOMETRY."

3. LEAVE ERECTION BOLTS IN PLACE AFTER BEAM WEB WELD IS MADE.

1/2"

NOTCH PER 1/S11

5 3/4"

TYP MOMENT CONNECTION DETAIL

AT GRIDS 1B & 1D

MAIN GIRDER, W33

BOTTOM WEB STIFFENERS,

PL 1/2", ALIGN WITH SHEAR

TABS ABOVE, FOR DETAILS NOT

SHOWN SEE 1/S11, "w" = 1/4

1/4

1/4 TYP

BEAM, W16

CONNECTION

PER 1/S12

CONNECTION PLATE

WIDTH TO MATCH BEAM

FLANGE WIDTH

MAIN GIRDER, W33

ALIGN EXTENDED SHEAR TABS

CANTILEVER BEAM, W16,

CONNECTION PER 1/S12

EXTENDED

SHEAR TAB PER

1/S12, CENTER

ON GRID LINE

5/16

CONNECTION PLATE,

PL 1", MATCH W16

BEAM FLANGE WIDTH

EXCEPT AT BRIDGE

CONNECTION

STIFFENERS

SFRS-DC

CJP, BG

EXTENDED SHEAR

TAB, PL 1/2"

16 1/4"

CONNECTION PLATE

OR STIFFENER(S) ON

OPPOSING SIDE, SAME

WIDTH AS OPPOSING

CONNECTION PLATE

5/16 5/16

1/4 1/4

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

16 1/4"

TYP

22 1/4"

TYP

TYP BRIDGE CONNECTION STIFFENERS DETAIL

AT GRIDS 2B, 2D, 7B, & 7D

3 1/2" 3 1/2"

4 1/4"

8 3/4"

13 1/4"

2 1/8"

6 3/4"

STIFFENERS SECTION

BEAM, W16 CONNECTION PER 1/S12

CANTILEVER BEAM, W16,

CONNECTION PER 1/S12

HORIZONTAL BRACE AND

GUSSET PER 1/S15

MAIN GIRDER WEB

GUSSET REPLACES

CONNECTION PLATE

(12) BRIDGE CONNECTION

STIFFENERS, PL 1/2", FOR DETAILS

NOT SHOWN SEE 1/S11, "w" = 1/4

DIVIDE (3) STIFFENERS INTO TOP

AND BOTTOM STIFFENERS

1/4TYP 1/4

1/4 TYP

T&B1/4

5/16 5/16

MAIN GIRDER, W33

HORIZONTAL BRACE AND GUSSET,

BOLTS NOT SHOWN FOR CLARITY

1/4 1/4

SHIM #1 PER 1/S18

(8) O 3/4" BOLTS

PER 4/S18

MAIN GIRDER

BOTTOM FLANGE

SHIM #1 BELOW

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

MAIN GIRDER, W33

3 1/2" 3 1/2"2 1/8"

2 1/8"

6 3/4"

STIFFENER SECTION

BEAM, W16 CONNECTION PER 1/S12

STIFFENER, PL 1"

(11) BRIDGE CONNECTION

STIFFENERS, PL 1/2", FOR DETAILS

NOT SHOWN SEE 1/S11, "w" = 1/4

1/4 TYP1/4

1/4 1/4

1/4 TYP1/4

16 1/4"

TYP

22 1/4"

TYP

4 1/4"

8 3/4"

13 1/4"

MAIN GIRDER WEB

PADEYE PER 5/S16

PADEYE

CONNECTION PLATE PER 1/S12

(8) O 3/4" BOLTS

PER 4/S18

SHIM #1 BELOW

MAIN GIRDER

BOTTOM FLANGE

SHIM #1 PER 1/S18

TYP BRIDGE CONNECTION STIFFENERS DETAIL

AT GRIDS 3B, 3D, 6B, & 6D

1. FOR EACH HORIZONTAL V-BRACE SET, BRACES AND

GUSSETS ARE MIRRORED ACROSS GRID C.

2. HORIZONTAL V-BRACE BETWEEN GRIDS 5 AND 7 ARE

SIMILAR BUT OPPOSITE.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

HORIZONTAL BRACE PLAN

NOTES:

BEAM, W16X36

CANTILEVER BEAM, W16

MAIN GIRDER, W33

CANTILEVER BEAM, W16

MAIN GIRDER, W33

BEAM, W16

HORIZONTAL BRACE,

L6X6X3/4, T.O.S. - 16 1/4"

HORIZONTAL BRACE,

L6X6X3/4, T.O.S. - 16 1/4"

GUSSET PLATE

1 3/4" 1 3/4"

(2) O3/4 BOLTS, A325/F1852 PT,

REQUIRES A NOMINAL 3/8" PLATE

WASHER, HDG

W.P.

BEAM, W33

HORIZONTAL BRACE DETAIL

2" 2 1/2"

15 1/2"

1 1/2"

W.P.

1 1/2"

2 1/4"

2" 2"

GUSSET PLATE, PL 1/2"

GUSSET PLATE USED AS

CONNECTION PLATE FOR

MOMENT CONNECTION

(6) O 3/4 BOLTS,

A325/F1852 PT,

TYP EA END

W.P.

C 0.705"y =p

WEB STIFFENER AND

BRACKET PLATE PER 3/S16,

DIVIDE WEB STIFFENER INTO

TOP AND BOTTOM PLATES

1/4 T&B1/4

HORIZONTAL BRACE, L6

0.705"y =p

5/16 5/16

1/4 TYP

T&B1/4

5/16 5/16

1/4 1/4

GUSSET PLATE, PL 1",

OUTLINED IN BOLD

FOR CLARITY

(6) O 3/4 BOLTS,

A325/F1852 PT,

TYP EA END

11 15/16"

WEB STIFFENER EA SIDE OF

W33 BEAM WEB PER 1/S11,

PL 1/2", "w" = 1/4"

WEB STIFFENER EA SIDE OF

W33 BEAM WEB PER 1/S11,

PL 1/2", "w" = 1/4"

1/4 TYP1/4

MAIN GIRDER

BOTTOM FLANGE

1. REFER TO VIEW 1/S5 FOR PADEYE LOCATIONS.

2. PADEYE HOLE SHALL HAVE A FINISHED

SURFACE ROUGHNESS < 500 MICROINCH.

1. DECKING NOT SHOWN FOR CLARITY.

1. SPLICES SHALL BE CENTERED OVER BRACKET PLATES.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

BRIDGE TO TOWER SUPPORT DETAIL

AT GRIDS 2C, 3C, 6C, & 7C

PADEYE DETAIL

NOTES:

T.O.S.

COLUMN, W16X36

WEB STIFFENERS PER

1/S11, PL 1/2", "w" = 1/4, EA SIDE OF BEAM WEB, ALIGN WITH COLUMN

FLANGE FACES

MATCH DEPTH

OF W33X130

MAIN GIRDERS

NO WELDING

IN k-AREA5/16

BEAM, W16

NOTCH PER 1/S11, T&B

5/16 MT5/16

BASE PLATE, PL 3/4"

5/16

NO WELDING

IN k-AREA

9" 9"

17 1/4"

BRACKET PLATE, PL 1/2"

RAE BRACKET DETAIL

NOTES:

WEB STIFFENER PER

1/S11, PL 1/2", "w" = 1/4, ALIGN W/ BRACKET PLATE

1/4 1/4

CONTINUOUS1/4

BRACKET PAD END DETAIL

VIEW FROM 1/S5

1/4

TYP PAD

TO GIRDER

RAE BRACKET PAD

PER 3/S16

MAIN GIRDER, W33

T.O.S.

BRACKET PAD,

FB 3/4" x 4", CONTINUOUS

BETWEEN MAIN

GIRDERS, SPLICE

PER 4/S16

T.O.S.

NOTCH PER 1/S11, T&B

HORIZONTAL BRACE GUSSET

ONLY AT GRID C PER 1/S15,

DIVIDE WEB STIFFENER INTO

TOP AND BOTTOM STIFFENER

AT GRID C ONLY

TYP BRACKET PAD SPLICE

NOTES:

1/4 T&B, GRID C ONLY1/4

DECKING

RAE BRACKET PAD

PER 3/S16CJP

PADEYE, PL 2"

SHIM #2 PER 2/S18

(4) O 3/4" BOLTS

PER 4/S18

5" 5"

RAE BRACKET PLATE

R 5/8"

10"

O 3"

5 1/2"

1 1/2"

BEAM, W33 MAIN GIRDER, W33

WEB STIFFENER

PER 1/S14

LIF

P O

P S

N S

D W

G 2370-1830

G P

S C

A P

A C

: 46,200 lbs (60° M

. LIFT

N G

T E

S T

D A

: (E

S T D

A T

E , M

M -D

D -Y

Y Y

R M

P E

T E

S T

N O

T R

E Q

E D

LIFT POINT LABEL PLATE, REFER

TO SHEET 3, LOAD TEST AND

WEIGHT NOTES, PARAGRAPH

5.F. FOR MORE INFORMATION;

TO BE LOCATED ON PADEYE

R 4"

R 5"

1. CLAMP WELDMENT TO HAVE HDG FINISH.

2. TEST FIT CLAMPS TO RAE HOLD-DOWN PLATES, BUT SHIP ALL

(16) CLAMPS SEPARATELY.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

RAE HOLD-DOWN ASSEMBLY

NOTES:

(2) RAE HOLD-DOWN CLAMPS PER

ASSEMBLY PER 2/S17

BEAM OR GIRDER, W33

T.O.S.

GRATING

1/4TYP 1/4

1/4 1/4

(3) PL 1/2"

NOTCH

PER 1/S11

PROVIDE (2) O 1" HEAVY HEX

BOLT HARDWARE FOR EACH RAE

HOLD-DOWN CLAMP

RAE HOLD-DOWN

PLATE, PL 3/4"

RAE HOLD-DOWN CLAMP DETAIL

NOTES:

12"

(2) O1 1/16" THRU

2 5/8"

L5X5X3/4

STIFFENER, PL 3/8"

1/4 1/4

1. REFER TO VIEW 1/S5 FOR HOLD-DOWN ASSEMBLY LOCATIONS.

5 3/4" 12" 12" 6 1/4"

36"

3" 6" 18" 6" 3"

2 1/2"

TYP

1 1/16"

TYP

DECKING

T.O.S.

3 13/16"

DECKING

RAE HOLD-

DOWN PLATE

CLAMPS NOT SHOWN

FOR CLARITY

COPE AS NECESSARY

1. SHIMS MAY BE FABRICATED FROM TWO (2) PIECES OF

PLATE. IF SO, PROVIDE DETAILS FOR EOR APPROVAL.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

3 3/4"

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

3 1/2"

3 3/4"

14 1/2"

25"

7 1/2" 5" 5" 7 1/2"

SHIM #1 DETAIL

NOTES:

(15) O 3/4" - 10 UNC,

OVERTAP HOLES FOR

GALVANIZED BOLTS PER

ASTM A563 TABLE 5, TEST

FIT A BOLT IN EACH HOLE

TO ENSURE FIT

1 7/8" 7/8"

1 1/2"

11 1/2"

1 1/2"

PL 3" A36, HDG, ROUGHEN TOP

AND BOTTOM SURFACES BY

HAND WIRE BRUSHING AFTER

GALVANIZING PER 2370-1835

4" 2 1/2" 5" 2 1/2" 4"

18"

2 3/4"

(8) O 3/4" - 10 UNC, OVERTAP

HOLES FOR GALVANIZED

BOLTS PER ASTM A563

TABLE 5, TEST FIT A BOLT IN

EACH HOLE TO ENSURE FIT

1. SHIMS MAY BE FABRICATED FROM TWO (2) PIECES OF

PLATE. IF SO, PROVIDE DETAILS FOR EOR APPROVAL.

SHIM #2 DETAIL

NOTES:

PL 3" A36, HDG, ROUGHEN TOP

AND BOTTOM SURFACES BY

HAND WIRE BRUSHING AFTER

GALVANIZING PER 2370-1835

BRIDGE CONNECTION STOP DETAIL

NOTES:

BRIDGE

CONNECTION

STIFFENERS

6 3/4"

13 1/8"

5 3/4"

MAIN GIRDER

BOTTOM FLANGE

SHIM #1

3" 3"

5/16 5/16 5/16

PL 3/4"

1. AT GRIDS 3B, 3D, 6B, & 6D.

2. VIEW FORM 3/S9

1. TEST FIT GALVANIZED BOLTS TO ENSURE ADEQUATE CLEARANCE,

ACCEPTABLE TO OVERSIZE HOLES IN GIRDER 1/16" MAX.

TYP SHIM BOLTING DETAIL

NOTES:

HARDENED WASHER,

CIRCULAR, ASTM F436

BOLT, O 3/4" x 2" LG, HEAVY HEX A325 SC

DTI WASHER, TYPE 325-1,

ASTM F959; COMPLETE

TENSIONING IN ACCORDANCE

WITH MFRs INSTRUCTIONS

MAIN GIRDER BOTTOM FLANGE

OR BASE PLATE

SHIM

SLIP CRITICAL

FAYING SURFACE

SLIP CRITICAL

FAYING SURFACE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1 2 3 4 5 6 7

9'-4" 12'-10" 66" 25'-2" 66" 12'-10"

'-7

6'-0"

APPROX.

GRATING

WIDTH

54 1/2"

APPROX.

GRATING

WIDTH

B E

A R

B A

R S

B E

A R

B A

R S

B E

A R

B A

R S

BEARING

BARS

BEARING

BARS

BEARING

BARS

BEARING

BARS

DECK AND RAILING PLAN - BRIDGE DECK

T.O.G. ELEV 14' - 4 3/8"

7'-8 3/4"

APPROX.

GRATING

WIDTH

42 3/4"

APPROX.

GRATING

WIDTH

48"

APPROX.

GRATING

WIDTH

BEARING

BARS

RAIL 3

RAIL 8 PER 2/S24

RAIL 7 PER 1/S24

54 1/2"

APPROX.

GRATING

WIDTH

B E

A R

B A

R S

12'-7"

18" 18"

36"

DECKING, PL 3/16"

ROTATING GRATING

RAIL 2RAIL 1

RAIL 1 RAIL 2 RAIL 3

RAIL 6

RAIL 5

10'-2 1/2" 57"

6' -1

RAIL 4

BEARING

BARS

BEARING

BARS

BEARING

BARS

18"

END POST #1

PER 2/S23

END POST #1

PER 2/S23

END POST #1

PER 2/S23

END POST #3

PER 4/S23

END POST #2

PER 3/S23

END POST #2

PER 3/S23

END POST #1

PER 2/S23

END POST #1

PER 2/S23

END POST #1

PER 2/S23

END POST #4

PER 5/S23

16"

TYP GRATING

REMOVE EXCESS TOE

BOARD BRACKET AT

GRID 1 END POSTS ONLY

NOTES:

1. GRATINGS ARE SHADED IN GRAY.

2. REFER TO VIEW 4/S21 FOR GRATING ATTACHMENT.

1. VIEW SHOWS TYPICAL DECKING SPLICE.

2. SPLICES OF DECKING MUST BE CENTERED

OVER BEAMS.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DECKING SECTION

BEAM, W33

DECKING SECTION

SEAL WELD

3/4" 3/16 1-12

MAIN GIRDER, W33

DECKING, PL 3/16"

3/4"

1/2"

SEAL WELD

DECKING, PL 3/16"

MAIN GIRDER, W33

BEAM OR GIRDER, W33

DECKING SECTION

NOTES:

DECKING, PL 3/16" DECKING, PL 3/16"

DECKING, PL 3/16"

BEAM PER PLAN

3/16 1-12 3/16 1-12

3/16 1-123/16 1-12

SEAL WELD

3/4"

1/2"

1/2"1/2"

DECKING SECTION

DECKING, PL 3/16"

BEAM PER PLAN

SEAL WELD3/16 1-12

1/2"

SEAL WELD

1. LOCATE HINGE TO PREVENT ANY BINDING BUT LOW ENOUGH

TO AVOID A TRIP HAZARD.

2. VERIFY SMOOTH ROTATION OF GRATING.

3. VERIFY THERE IS NO CONTACT BETWEEN GRATING AND PADEYE.

1. ROTATING GRATING AT GRID B SHOWN, ROTATING GRATING

AT GRID D SIMILAR BUT OPPOSITE.

1. ALL GRATINGS ARE WELDED BAR GRATING, BEARING BARS ARE 1 1/4" TALL x 3/16" THICK, BEARING BAR SPACING IS 1 3/16", CROSS BAR SPACING IS 4", GALVANIZED FINISH

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

CANTILEVER BEAM, W16

JOIST, L5, TYP

T.O.S.

3/4" TO 1 1/2"

TYP

GRATING SECTION

AT W16 CANTILEVER BEAMS

T.O.S.3/4" TO 1 1/2"

MAIN GIRDER, W33

JOIST, L5

GRATING SECTION

AT W33 BEAMS

JOIST, W8

MAIN GIRDER, W33

3/4" TO 1 1/2"

GRATING SECTION

AT W8 JOISTS

3/16 3/4

TYP, AT ENDS

OF GRATING

BANDING BAR,

EA END, TYP

BEAM PER PLAN

TYP, WELD MIDDLE

OF GRATING TO

EA INTERIOR JOIST 3/16 3/4

TYP GRATING ATTACHMENT DETAIL

NOTES:

B E

A R

B A

R S

JOIST PER PLAN

BEARING BAR, TYP

BEAM PER PLAN

JOIST PER PLAN

CROSS BAR, TYP B

A R

B A

R S

3/4" TO 1 1/4" GAPS, TYP

T.O. S.

1/8"

1/8" TYP

GRATING

GRATING, TYP

BEAM PER PLAN

5 6

B E

A R

B A

R S

ROTATING GRATING PLAN

NOTES:

ROTATING GRATING,

SHALL HAVE BANDING

ALL AROUND

PADEYE BELOW

PIANO HINGE, CENTER ON

ROTATING GRATING,

McMASTER-CARR P/N 1582A362, SST, 0.09" LEAF THK, 2" WIDTH, O 1/4" PIN, 2' LG

24"

ROTATING GRATING SECTION

NOTES:

3/16 3/16 1-4

ANGLE,

1-1/2" x 1-1/2" x 3/8", PROVIDE 1/2" GAPS

TO PADEYES, TERMINATE

AT END OF GRATINGS

B E

A R

B A

R S

TYP1/16 1-4

EA END1/16

FIXED GRATINGROTATING

GRATING

JOIST, W8

MAIN GIRDER, W33

8 1/2" TYP

UNO

3/4" 1/8"

30 1/2"

APPROX.

GRATING WIDTH

1/2"

GAP

1. INTERMEDIATE POSTS SHALL BE EQUALLY SPACED.

2. MAXIMUM POST SPACING IS 50" ON CENTER.

3. RAILING SYSTEMS INCLUDING POSTS, RAILS, AND TOE BOARDS SHALL BE

PAINTED YELLOW IN ACCORDANCE WITH PSNS DRAWING 2370-1835. THIS

DOES NOT INCLUDE END POSTS WHICH SHALL BE PAINTED GRAY.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

TYP GUARDRAIL SYSTEM ELEVATION

CL CL

TYP

TYP INTERMEDIATE POST,

TOP RAIL, AND MID RAIL;

PIPE 1 1/2" SCH 40, STEEL

PAINTED YELLOW,

CENTER ON GRID LINE

END POST PER PLAN

EQ EQ

TOE BOARD, FB 1/4" x 4"

(#) OF INTERMEDIATE

POSTS PER TABLE 22-1 21 1/2"

42"

52 1/4"

BEAM PER PLAN

1 5/8"

5/8"

1 5/8"

5/8"

1 1/8"

5/8"

1 1/8"

5/8"

TYP RAILING BASE DETAIL

(4) O 1/4" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

BASE PLATE, PL 1/4"

1. RAILS 7 AND 8 ARE NOT CENTERED ON GRID LINES.

TYP POST BASE PLATE DETAIL

NOTES:

1/8 1/8

INTERMEDIATE POST

TOE BOARD

BRACKET

PER 7/S22

TOE BOARD

TYP TOP RAIL

OR MID RAIL

BOLTING FLANGE, PL 1/4"

1/4

(2) O 1/2" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

TYP RAILING MOUNT DETAIL

1/4

24"OVERALL LENGTH PER TABLE 22-1

1/2"

2 1/2"

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

O 5/16"(4)

TYP TOE BOARD BRACKET DETAIL

TOE BOARD

BRACKET,

BENT PL 1/4"

R 1"

2 1/4"

TYP TOE BOARD DETAIL

TOE BOARD AT INTERMEDIATE POST

4 1/2"

1/4" MAX

(4) O 1/4" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

INTERMEDIATE POST

TOE BOARD BRACKET

POST BASE PLATE

BEAM PER PLAN

TOE BOARD

T.O.S.

1 1/4" 1 1/4"

INTERMEDIATE

POST BASE

PLATE PER 4/S22

R 1/4" TYP

2 1/2"

TYP TOE BOARD DETAIL

TOE BOARD AT END POST

TOE BOARD BRACKET PER 2S23

TOE BOARD

END POST

END POST BASE

PLATE PER 1/S23

BEAM PER PLAN

(2) O 1/4" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

3/4"

BOLTS TO GO ALL

THE WAY THROUGH

THE END POST, TYP

END POST

INTERMEDIATE

POST

RAIL QTY # OF

INTERMEDIATE

POSTS

OVERALL

LENGTH (in)

1 2 6 27' - 3" 2 2 5 24' - 9" 3 2 4 17' - 11" 4 1 0 5' - 9" 5 1 5 22' - 1" 6 1 1 7' - 9"

TABLE 22-1: GUARDRAIL SYSTEM SCHEDULE

R 1/2" TYP

O 1/4" THRU

O 1/4" THRU PLATE

1. TOE BOARD BRACKET IS SYMMETRIC

ACROSS GRID LINE.

1. VIEW SHOWS END POST #1, #3, OR #4 ON W16 CANTILEVER BEAM.

END POST #2 SIMILAR.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

(4) O 3/4" BOLTS,

HEAVY HEX A325 PT

END POST BASE

PLATE, PL 1/2"

TYP END POST BASE PLATE DETAIL

R 1/2" TYP

END POST #1,

HSS5X5X1/4

1/4"

3/4"

2 1/2"

3/4"

R 1/2"

CAP PLATE, PL 1/4"

1/8

END POST #1 DETAIL

NOTES:

(4) O 5/16"

3 1/2" 1/2"

1" 1"

TOE BOARD

BRACKET, PL 1/4"

SEAL WELD

52 1/4"

2 1/2"

5 1/4"

END POST, HSS5X5X1/4

5/8 2 1/2"

1 3/4" 1 3/4"

2 1/2" 2 1/2"

3 1/2" 3 1/2"

W16 CANTILEVER

BEAM BELOW

1/4"

BASE PLATE

PER 1/S23

O 1/4" THRU PLATE

1. TOE BOARD BRACKET IS SYMMETRIC

ACROSS CENTERLINE.

END POST #2,

HSS5X5X1/4

1/4"

3/4"

2 1/2"

3/4"

R 1/2"

CAP PLATE, PL 1/4"

1/8

END POST #2 DETAIL

NOTES:

(4) O 5/16"

5 1/4" 1/2"

1" 1"

TOE BOARD

BRACKET, PL 1/4"

SEAL WELD

52 1/4"

BASE PLATE

PER 1/S23

1. FOR DETAILS NOT SHOWN, SEE

VIEWS 2/S23 AND 3/S23.

END POST #3 PLAN

NOTES:

TOE BOARD

BRACKET SIM

TO 2/S23

TOE BOARD

BRACKET

SIM TO 3/S23

END POST #3,

HSS5X5X1/4

BASE PLATE

PER 1/S23

1. FOR DETAILS NOT SHOWN, SEE

VIEWS 2/S23 AND 3/S23.

END POST #4 PLAN

NOTES:

TOE BOARD

BRACKET SIM

TO 2/S23

TOE BOARD

BRACKET

SIM TO 3/S23

END POST #4,

HSS5X5X1/4

BASE PLATE

PER 1/S23

1. REFER TO VIEW 1/S5 FOR HLL LOCATIONS.

2. INTERMEDIATE SUPPORT BRACKET SHALL ATTACH TO

END POSTS SIMILAR TO D-BOLT ANCHOR.

3. INSTALLATION OF HLL SHALL BE PER MFR's

RECOMMENDED INSTALLATION INSTRUCTIONS.

HLL D-BOLT ANCHOR DETAIL

TYP END POST

D-BOLT ANCHOR

BOLT ASSEMBLY PER

MFR's INSTRUCTIONS, CENTER ON END POST

1. RAILING SYSTEMS INCLUDING POSTS, RAILS,

AND TOE BOARDS SHALL BE PAINTED YELLOW

IN ACCORDANCE WITH PSNS DRAWING 2370-1835.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

16"

RAIL 8 ELEVATION

NOTES:

RAIL 7 ELEVATION

NOTES:

RAIL 8 POST MOUNT DETAIL

POST

1. REFER TO VIEW 1/S24 FOR DETAILS

NOT SHOWN.

BEAM PER PLAN

TOE BOARD, ALIGN WITH

POST CENTERLINE, DO

NOT EXTEND PAST POSTS

PROVIDE BEND AT TOP

RAIL TO POST, TYP

MIDRAIL

POST

TOP RAIL

RAIL 7 POST MOUNT DETAIL

GRATING

BEAM, W8

POST

3 1/2"

TOE BOARD

1/8 1/8

SEAL WELD

MAIN GIRDER, W33

BASE PLATE

PER 4/S22

TOE BOARD

1/8 1/8

SEAL WELD

44"

BEAM PER PLAN

TOE BOARD, FB 1/4" x 4", ALIGN

WITH POST CENTERLINE, DO

NOT EXTEND PAST POSTS

PROVIDE BEND AT TOP

RAIL TO POST, TYP

MIDRAIL, PIPE 1 1/2" SCH 40

POST, PIPE 1 1/2" SCH 40

TOP RAIL, PIPE 1 1/2" SCH 40

BASE PLATE

PER 4/S22

TYP

T.O.S.

21 1/2"

42"

1. MOUNT EACH UPPER SIDE RAIL BASE TO MAIN GIRDER

PER THIS DETAIL.

1. THE SELF-CLOSING SWING GATE IN THIS VIEW

IS ONLY AN EXAMPLE OF AN ACCEPTABLE MODEL

AND METHOD OF ATTACHMENT TO THE LADDER

RISER RETURN.

2. SECURE GATE CLOSED DURING SHIPMENT.

3. LOWER LADDER ASSEMBLY SHALL BE SHIPPED

SEPARATELY.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

24" CLEAR

TYP1/8

MAIN GIRDER

UPPER SIDE RAILS,

PIPE 1 1/2" SCH 40

(8) LADDER RUNGS,

1" SOLID ROUND, SST,

PER 2370-1835, TYP

T.O.S.

T.O. TOP RUNG

SHALL BE AT T.O.S.

LADDER ISOMETRIC

NOTES:

SELF-CLOSING SWING

GATE PER 2370-1835,

ATTACH TO LADDER SIDE

RAIL RETURN

16"

16 1/2"

7'-6" LOWER SIDE RAILS,

RECTANGULAR TUBE

3" x 1 1/2" x 14 GA.

C L

1 1/2" 1 1/2"

2" 2"

1 1/2"

MOUNT PLATE, PL 1/4"

1/4

(4) O 1/4" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

UPPER SIDE RAIL

LADDER MOUNT PLATE DETAIL

NOTES:

WERNER PK70 LEVELLOK LEVELER,

EA LOWER SIDE RAIL, MOUNT TO

LOWER SIDE RAILS PER MFR's

RECOMMENDED INSTALLATION,

SHOWN IN FULLY RAISED POSITION

12" TYP

21 1/2"

42"

3 1/2"

10 1/2"

CL CL

1. SWING GATE NOT SHOWN FOR CLARITY.

2. SIDE RAILS ARE SIMILAR BUT OPPOSITE.

LADDER ELEVATION

NOTES:

NOTCH

PER 1/S11

PL 3/8"

1/4 1/4

(2) O 1/2" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

C L

1 1/2" 1 1/2"

2" 2"

1 1/2"

BOLTING FLANGE, PL 1/4"

1/4

(4) O 1/4" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

STEEL ZINC PLATED

BOLTING FLANGE DETAIL

LOWER SIDE RAIL

SIM

1/4 1/4

1 1/2" 2 @

PL 3/8", CENTER

ON SIDE RAIL

4"APPROX.

TYP1/8

TYP

3/4"

TYP

32"

UPPER LADDER

LOWER LADDER

1. GRATINGS AND COAMING NOT SHOWN FOR CLARITY.

2. ALL SURFACES SHADED IN BLUE SHALL HAVE TSC.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1 2 3 4 5 6 7

9'-4" 12'-10" 66" 25'-2" 66" 12'-10"

'-7

COATINGS PLAN - BRIDGE DECK TOP

NOTES:

6' -1

12"

TYP

12"

1. GRATINGS AND COAMING NOT SHOWN FOR CLARITY.

2. ALL SURFACES SHADED IN BLUE SHALL HAVE TSC.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

6 5 4 3 2 1

COATINGS PLAN - BRIDGE DECK BOTTOM

NOTES:

18"

TYP

18"

TYP

TSC ON ENTIRE

BOTTOM SURFACE OF

BASE PLATES AT GRID

2C, 3C, 6C, AND 7C

BASE COAT ONLY ON (11) W14 BEAMS IN THIS BAY

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

THIS SHEET INTENTIONALLY LEFT BLANK

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

BRIDGE COAMING STRUCTURAL FRAME ISOMETRIC

NOTES:

1. VIEW SHOWS STRUCTURAL FRAME AND GIRTS OF THE BRIDGE COAMING ONLY.

2. BRIDGE DECK STRUCTURE ABOVE COAMING NOT SHOWN FOR CLARITY.

3. BRIDGE COAMING ARCHITECTURAL ELEMENTS NOT SHOWN FOR CLARITY, SEE 1/S39.

4. GRID 4 AND 5 WALLS ARE SIMILAR BUT OPPOSITE.

30 SIM

SIM

CAP BEAM END

PER 4/S31 TYP

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

STRUCTURAL PLAN - BRIDGE COAMING

T.O.S. ELEV 0' - 1"

4 5

STRUCTURAL PLAN - BRIDGE COAMING

T.O.S. ELEV 1' - 0"

4 5

B B

4 5

STRUCTURAL PLAN - BRIDGE COAMING

T.O.S. ELEV 4' - 11 3/8"

STRUCTURAL ELEVATION - BRIDGE COAMING

GRID 4, GRID 5 SIM 3

STRUCTURAL ELEVATION - BRIDGE COAMING

GRID B, GRID D SIM, GRID C.4 SIM EXCEPT AS NOTED

BRIDGE T.O.S.

ELEV 14' - 4 1/2"

B.O. BASE PLATE

ELEV 0' - 0"

T.O.S.

ELEV 4' - 11 3/8"

T.O.S.

ELEV 1' - 0"

D B 4 5

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

H S

S 6X

3X 1/

H S

S 6X

3X 1/

T Y

'-0

Q . S

P A

C E

T Y

P H

S S

3X 3X

T S

4" T

Y P

4" T

Y P

H S

S 6X

3X 1/

H S

S 6X

3X 1/

W 6X

W6X25

W6X16

W6X16 W6X16

W6X16

W6X25

W 6X

22'-0"11 EQ. SPACES =

T Y

'-6

Q . S

P A

C E

T Y

'-2

25'-2" 25'-2" 25'-2"

HSS5X3X1/4

W6X25

H S

S 6X

6X 1/

H S

S 6X

6X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

H S

S 3X

3X 1/

W 6X

W6X25

H S

S 6X

6X 1/

H S

S 6X

6X 1/

W 6X

HSS5X3X1/4

H S

S 5X

3X 1/

HSS5X3X1/4 H

S 5X

3X 1/

26" 20'-0"5 EQ. SPACES =

31" 20'-0"8 EQ. SPACES =

31" 20'-0"5 EQ. SPACES =

34 5/16"

TYP

C.4

7' -0

W6X16 STRUTS (NO STRUTS ON GRID C.4)

W33 MAIN GIRDER

(NOT ON GRID C.4)

C.4

7' -0

18 3/4"

HSS3X3X1/4

HSS5X3X1/4

16" 16"

W33 BEAM

W6X16 STRUTS (NO COLUMNS ON GRID C.4)

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

TYP BASE PLATE DETAIL

6 1/4"

O 15/16"(4) THRU

6 1/4"

(3/8)

3/16

SFRS-DC

PJP

B.O. BASE PLATE

ELEV 0' - 0"

BASE PLATE, PL 1"

16"

COLUMN CL

5/16

BEAM TO COLUMN

JOIST TO

COLUMN TYP

5/16

3 SIDES

TYP

JOIST TO BEAM

PER PLAN

BEAM CL

JOIST PER PLAN 5/16

BRACE TO BEAM

AND STRUT

TYP

5/16

N&F, BOTH SIDES

STRUT TO BEAM

TYP

5/16N&F

5/16

BRACE TO BEAM

TYP

T.O.S.

ELEV 1' - 0"

T.O.S.

ELEV 4' - 11 3/8"

GRID B, D FRAMING DETAIL

BRACE TO COLUMN

TYP1/8

CAP PLATE, 5-1/2" X 3-1/2" X 3/16"

CENTER ON HSS BEAM

JOIST PER PLAN

BRACE

STRUT

BEAM PER PLAN

5/16

STRUT TO BEAM

TYP

BEAM PER PLAN

BRACE PER 3/S30

BEAM PER PLAN

TYP CAP PLATE DETAIL

PER PLAN

BEAM CL

5/16

BRACE TO BEAM

AND STRUT

TYP

STRUT TO BEAM

TYP

5/16N&F

5/16

BRACE TO BEAM

TYP

T.O.S.

ELEV 1' - 0"

T.O.S.

ELEV 4' - 11 3/8"

GRID C.4 FRAMING DETAIL

BEAM PER PLAN

COLUMN PER PLAN

BRACE PER 3/S30

3 SIDES

TYP

JOIST TO BEAM

PER PLAN

BEAM CL

5/16 N&F

STRUT TO BEAM

T.O.S.

ELEV 1' - 0"

TYP HSS JOIST & STRUT DETAIL

5/16

STRUT TO BEAM

TYP

BEAM PER PLAN

JOIST TO BEAM

STRUT TO BEAM

5/16 STRUT TO JOIST

T.O.S.

ELEV 4' - 11 3/8"

BEAM PER PLAN

5/16STRUT TO BEAM

1 1/2"

5/16

BRACE TO BEAM

TYP

COLUMN PER PLAN

HSS3X3X1/4 BRACE

JOIST PER PLAN

STRUT PER 1/S30

HSS BRACE DETAIL

TYP 4 PLACES

COLUMN CL

SHEAR CONNECTION PER 3/S32

W.P.

27 13/16"

BEAM CL

MOMENT CONNECTION PER 1/S32

27 13/16"

3" 3"

W.P.

STRUT PER 3/S30 STRUT PER 3/S30

STRUT PER 1/S30

JOIST PER PLAN

COLUMN PER PLAN

MOMENT CONNECTION PER 1/S32

2 3/4"

1. W6X25 BEAM TO HSS6X6X1/2 COLUMN.

2. WELD ACCESS HOLES SHALL BE PER AWS D1.8/D1.8M:2016,

SUBCLAUSE 6.11.1.2, "ALTERNATE GEOMETRY.".

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

CJP, BG

T&B

BEAM CL

T.O.S.

ELEV 4' - 11 3/8"

BEAM PER PLAN

SHEAR TAB, PL 3/8"

3/16

(2) O 1/2" BOLTS, A325/F1852 PT

1 5/8"

3/16 3/16

3 3/4"

TYP MOMENT CONNECTION

NOTES:

T.O.S.

ELEV 4' - 11 3/8"

EXTENDED SHEAR TAB, PL 3/8"

SIZE PER 3/S32

3/16 3/16

3/16 T&B3/16

BEAM PER PLAN

BEAM CL

3/16

TYP MOMENT CONNECTION

W6X16 BEAM TO W6X25 BEAM

ELEV 4' - 11 3/8"

3 3/4"

1 1/4"2@

1 1/8" 1"

(2) O 1/2" BOLTS, A325/F1852 PT

7/8"

BEAM OR JOIST PER PLAN

BEAM PER PLAN

BEAM CL

TYP SHEAR CONNECTION

W6X25 BEAM OR W6X16 JOIST TO W6X25 BEAM

T.O.S.

ELEV 4' - 11 3/8"

2"7/8"

3 3/4"

1 5/8"

3/8

BOTH FLANGES

TYP

3/8 2 7/8"

L3X2X1/4 CLIP ANGLE

(2) O 1/2" BOLTS, A325/F1852 PT

3 SIDES

TYP3/16

BEAM PER PLAN

3/8

BOTH FLANGES

TYP

3/8 2 7/8"

3 3/4"

2"7/8"

1 5/8"

W6X16 STRUT

W33 BEAM OR MAIN GIRDER

L3X2X1/4 CLIP ANGLE

(2) O 1/2" BOLTS, A325/F1852 PT

W6X16 STRUT

TYP MOMENT CONNECTION

W6X16 STRUT TO W6X25 BEAM AND W33 BEAM OR MAIN GIRDER

(3/8)

1/2

SFRS-DC

PJP

TYP

TYP COLUMN CONNECTION

HSS6X6X1/2 COLUMN TO W33X130 MAIN GIRDER

(2) O 1/2" BOLTS, A325/F1852 PT

STRUT CL

EXTENDED SHEAR TAB, PL 3/8"

FOR DETAILS NOT SHOWN SEE

1/S11, "w" = 3/16

R 1/2" TYP

COLUMN PER PLAN

W33 MAIN GIRDER

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1. SPLICE SHALL BE VERTICAL AND LOCATED AT HSS STRUT.

1-8

TYP WALL PLATE SPLICE DETAIL

30 5/8"

11" 16'-0"4 EQ. SPACES =

SHELF SUPPORTS

R 16'-9"

WALL PLATE EDGE

12'-7"

15"8'-0"2 EQ. SPACES

SHELF SUPPORTS

15" 8'-0"2 EQ. SPACES

SHELF SUPPORTS

30"

PL, 3/16"

WALL PLATE

PL, 3/16"

WALL PLATE

L3X3X1/4" SHELF

10'-3" 56"

R 16'-9 3/4"

HOLE PATTERN

O 1/2"(10) THRU

FOR STUDS PER 5/S33

5 4

B C.4 D

COAMING FLOOR AND WALL PLATE ELEVATION

GRID B SHOWN, GRID C.4 SIM

COAMING FLOOR AND WALL PLATE ELEVATION

GRID 4 SHOWN, GRID 5 SIM

COAMING FLOOR AND WALL PLATE ISOMETRIC

24'-8" , EXTENT OF WALL PLATE IS FROM GRID B TO GRID D COLUMN FACES

3/16WALL PLATE TO GRID D

HSS POSTS ONLY 3/16 1-8

1-8

HSS STRUT

WALL PLATE

1-8 1-8

END WALL OR DOOR PLATE

TYP END WALL STUD DETAIL

1/8 ROD TO PLATE

THREADED ROD, O1/2"-13 UNC,

GRADE BC, HOT-DIP GALVANIZED,

4 1/4" 10 3/4"

PIPE, 5" SCH40

SIM SIM4 1/4"

29 1/4"

25"

PIPE, 5" SCH40

3/16 1-4 3/16 1-4

PIPE TO

WALL PLATE

TYP

PIPE, 5" SCH40

26.5°4 EQ. SPACES =

9.25°

48" 28" 30" 30" 28"

12'-4 1/8"

B.O. BASE PLATE

ELEV 0' - 0"

9 1/2"

PIPE, 5" SCH40

2 1/4"

EXTERIOR

INTERIOR

TO CORNER

OF WALL PLATE

(3) PLANKS PER SIDE

PL, 3/16"

WALL PLATE

SIM

NO. OF SHEETSSHEET NO.

2370-1830

DRAWING NO.

TITLE

RAE BRIDGE (DD1)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

WALL PLATE TO STIFFENER

TYP 3/16 1-8

PL, 3/16"

WALL PLATE

L3X3X1/4" SHELF

1/8

3 1/4"

3/16

O 9/16" THRU1 1/4"

1 3/8"

PL, 1/4", SHELF SUPPORT

FOR DETAILS NOT SHOWN

SEE 1/S11, "w" = 3/16

SPACED PER 1/S33

1/8 1-8WALL PLATE TO BEAM

TYP

HSS BRACE

L3X3X1/4" STIFFENER

EXTEND TO WITHIN 4" OF EACH

END OF HSS BRACE

1-8STIFFENER TO HSS BRACE

TYP 1-83/16

WALL PLATE ATTACHMENT

TYP GRID B AND C.4

HSS STRUT

HSS BEAM

HSS JOIST

PL, 1/4"

SHELF SUPPORT

1/S34 FOR DETAILS NOT SHOWN

SPACED PER 2/S33

1-8WALL PLATE TO STRUT

TYP 1-8

1-8DECKING TO JOIST

TYP 1-8

BENT PL, 3/16"

1-8

DECKING TO BEAM

WELD DECKING BEFORE

INSTALLING PIANO HINGE

TYP

1-8

HINGE TO BEAM

TYP1-121/8

HINGE

TO DECKING

TYP 1-121/8 HINGE TO PLANK

TYP1-121/8

HINGE TO PLANK

TYP1-121/8

BENT PL, 3/16"

FLOOR PLANK

1-8

WALL PLATE TO BEAM

COPE WALL PLATE TO

CLEAR STRUT TO

BEAM WELD

TYP

1-8 3/16 3/16

L3X3X1/4" SHELF

1/S34 FOR DETAILS NOT SHOWN

14 3/16"

1 11/16"

PIANO HINGE

STEEL, O1/2" PIN, 3" OVERALL WIDTH, 0.12" THICK

CUT TO LENGTH

MCMASTER P/N 15665A179 OR EQUIVALENT

ALIGN PIN AXIS LEVEL WITH TOP OF DECKING

TO ALLOW FULL ROTATION OF PLANK

PL, 3/16"

WALL PLATE

1/8 1/8 1-8

1 3/8" R 1" 4"

WALL PLATE AND DECKING ATTACHMENT

TYP GRID 4 AND GRID 5

FLOOR PLANK

1 1/8" END GAP, TYP

WALL PLATE

L3X3X1/4" CORNER

STIFFENER

3/16 1-8

STIFFENER TO

WALL PLATE, TYP

3/16 1-8

STIFFENER TO

WALL PLATE, TYP

PIANO HINGE

HSS JOIST

EXTEND DECKING TO GRID LINE

FOR ATTACHMENT TO JOIST. COPE

AROUND COLUMN AND STRUT.

3/16 1-8DECKING TO JOIST

HSS BRACE

HSS STRUT

L3X3X1/4" STIFFENER

EXTEND TO WITHIN 1" OF EACH

END OF HSS STRUT

WALL PLATE TO STIFFENER

TYP 3/16 1-8

1-8STIFFENER TO HSS STRUT

TYP 1-83/16

HSS COLUMN

69 3/4" TYP 1/4" GAP, TYP

WALL PLATE AND DECKING ATTACHMENT

L3X3X1/4" SHELF

6 1/2"

SHELF ANGLE EXTENT

GRID 4B SHOWN, GRIDS 5B, 4C.4, 5C.4 SIM

BEAM

JOIST

DECKING, PL 3/16"

(FLAT, NO RAISED DIAMOND PATTERN)

3/16 1-8

DECKING

TO C.4 BEAM

3/16 1-8

3/16 1-8 DECKING

TO JOIST

C.4

1/4" BEYOND BEAM EDGE

DECKING ATTACHMENT

GRID C.4

3/16 1-8

3/16 1-8DECKING

TO JOIST

3/16 1-8

DECKING

TO BEAM

3/16 1-82"

DECKING, PL 3/16"

(FLAT, NO RAISED DIAMOND PATTERN)

JOIST (ALONG GRID D ONLY) BEAM

DECKING ATTACHMENT

GRID D, GRID 4 AND 5 SIM

T.O. FINISHED FLOOR

ELEV 4' - 11 9/16"

3/16"

HINGED PLANK TEST

TEST FULL RANGE OF MOTION OF EACH PLANK.

PLACE PLANKS IN RAISED POSITION DURING SHIPMENT

BENT PL, 3/16"

FLOOR PLANK

EDGE TRIM,

TPV ELASTOMER W/ METAL CLIP

FIRE RETARDANT

3/16" GRIP X 17/32" TALL X FULL LENGTH OF PLANK

TRIM-LOK P/N 100B3TPRFRX3/16 OR EQUIVALENT

ELEV 4' - 11 3/8"

EXTERIOR GIRT PER 6/S36

GRID B ONLY

3/16 1-8

3/16 1-8 WALL PLATE TO COLUMN

EXCEPT AT HSS BRACE

HSS BRACE

HSS BEAM

1/8

WALL PLATE

TO DECKING

TYP

3/16 1-8

L3X3X1/4" STIFFENER

L3X3X1/4" CORNER

STIFFENER

HSS STRUT

HSS BRACE

C.4

2 1/2"3/4"

WALL PLATE

EDGE OF DECKING

SHELF SUPPORT

PER 1/S34

WALL PLATE

BEAM PER PLAN

WALL PLATE

(EXTENDS FROM GRID B TO

GRID D COLUMN FACES)

RAISED POSITION

(3/16) 1-8

WALL PLATE TO

COLUMN, TYP

3/16 1-8

WALL PLATE TO

WALL PLATE, TYP

T.O. FINISHED FLOOR

ELEV 4' - 11 9/16"

1. INSTALL ONE COVER ASSEMBLY IN EACH VENT…

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