DWG_2370-1831_RevD_RAE_Bridge_(DD5).pdf

PDF 2 MB Posted Sep 6, 2018

Attached to: PRE FABRICATED STRUCTURE Federal contract opportunity
Solicitation number: SPMYM218Q3959
Issued by: Defense Logistics Agency Land and Maritime

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DRAWING 2730-1831

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Contractor_performance_data_sheet..pdf	PDF	Sep 6, 2018
PAST_PERFORMANCE_QUESTIONAIRE.pdf	PDF	Sep 6, 2018
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SPMYM2-18-Q-3959.pdf	PDF	Sep 6, 2018
Exhibit_A_-_DD-5_Tower_and_Bridge_CDRL's.pdf	PDF	Sep 6, 2018
DWG_2370-1834_RevA_RAE_Bridge_and_Towers_Requirements_(DD5).pdf	PDF	Sep 6, 2018
DWG_2370-1833_RevD_RAE_Support_Towers_(DD5).pdf	PDF	Sep 6, 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

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

-2

\S \ R

.G . S

-2

CORRECTED GRID LINE D LOCATION IN VIEW 4/S6.

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

VIEWS SHOWING SHIMS ARE UPDATED.

CHANGED BOLT LENGTH IN VIEW 4/S18.

CHANGED COATING PLAN ON VIEW S/S26.

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

\S \ R

.T . W

H E

8- 1-

\S \ R

.G . S

8- 1-

GENERAL NOTES

1. GENERAL:

A. THIS DRAWING PROVIDES DETAILS AND REQUIREMENTS FOR THE

CONSTRUCTION OF ONE (1) DRY DOCK 5 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 2370-1834, RAE BRIDGE

AND TOWERS REQUIREMENTS (DD5), 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 PSNS DRAWING 2370-1833, RAE SUPPORT

TOWERS (DD5).

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 JOINTS USING

HIGH-STRENGTH BOLTS. ALL OTHER BOLTED CONNECTIONS SHALL

BE INSTALLED AS SNUG-TIGHTENED JOINTS.

4. MATERIALS:

A. REFER TO PSNS DRAWING 2370-1834, 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 2370-1834 UNLESS NOTED

OTHERWISE.

1. SOUTH ELEVATION LOOKING NORTH.

2. VIEW SHOWS ALLOWABLE RANGE OF RIGGING LEG ANGLES.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

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:

DD5 RAE BRIDGE

PSNS DWG 23 70- 183 1

WEIGHT: XXX

MFR: XXX

YEAR: XXXX

LIFT PO INT

PSN S DWG 2370-1831

GPS CAP ACITY: 46,200 lbs (60° MIN. LIFT A NGLE)

TEST DATE: (ENTER TEST DATE, M M-DD -YYYY FORM AT)

P ERIODIC TEST NOT REQ UIRED

LIFT POIN T

PSNS DWG 2370-1831

GPS C APACITY: 46,200 lbs (60° M IN. LIFT AN GLE)

TEST DA TE : (E NTER TEST DATE, MM-DD-YYY Y FO RMAT)

PERIOD IC TE ST N OT REQ UIRED

1. EAST ELEVATION LOOKING WEST.

2. VIEW SHOWS ALLOWABLE RANGE OF RIGGING LEG ANGLES.

RAE BRIDGE LIFT SKETCH

NOTES:

60° MIN 60° MIN

25'-2" NOMINAL SPREAD

20'-3 1/2" MIN SPREAD

5° 5° 5° 5°

'-8

O X.

T O

32'-8"

O X.

TER

MAX SPREADER LENGTH DEPENDS ON LEG LENGTH

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

LOAD TEST SKETCH

NOTES:

LOAD 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 TESTS:

A. THE FOUR (4) PADEYES ON THE BRIDGE SHALL BE LOAD TESTED. AT CONTRACTOR’S OPTION: THE CONTRACTOR MAY SELECT EITHER OPTION A OR OPTION B BELOW FOR LOAD TESTING THE PADEYES.

B. PRIOR TO AND FOLLOWING THE LOAD TESTS, VISUALLY INSPECT AND MAGNETIC PARTICLE TEST, MT, THE PADEYE WELDS AND BASE MATERIAL IN ACCORDANCE WITH AWS D1.1 AND AS SHOWN IN VIEW 2/S16.

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

D. OPTION A:

1. LOAD TEST PADEYES INDIVIDUALLY IN SHOP WITH A TEST FIXTURE AFTER THEY HAVE BEEN

WELDED TO THEIR CORRESPONDING BEAMS BUT PRIOR TO STRUCTURAL STEEL ERECTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE TEST FIXTURE DESIGN.

3. LOAD TEST PROCEDURE:

(a) USING THE CONTRACTOR PROVIDED TEST FIXTURE, CONSTRAIN THE BEAM AND APPLY A LOAD OF 69,300 lbs (+2,310 lbs, -0 lbs) TO THE PADEYE VIA A SHACKLE AT A 60 DEGREE (+0, -5

DEGREE) ANGLE TO THE BEAM AS SHOWN IN VIEW 2/S16.

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

E. OPTION B:

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 ON GRID B WHILE THE OTHER SHALL TEST THE TWO (2) PADEYES ON GRID D AS SHOWN IN VIEWS 1/S3 AND 2/S3. USE OF A SPREADER IS NOT REQUIRED FOR THIS LOAD TEST.

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

REQUIRED TEST LOAD TO THE PADEYES.

4. LOAD TEST PROCEDURE:

(a) ATTACH RIGGING TO THE TWO (2) PADEYES TO BE TESTED SO THAT THE LEG ANGLES ARE AT

60 DEGREES (+0, -5 DEGREES). LIFT RIGGING TO REACH A MEASURED WEIGHT (EXCLUDING

RIGGING WEIGHT) OF 120,000 lbs (+4,000 lbs, -0 lbs). IN ORDER TO ACHIEVE THIS LOAD, TEST

WEIGHTS MAY NEED TO BE PLACED ON TOP OF THE BRIDGE GIRDER BETWEEN THE TWO (2)

PADEYES BEING TESTED.

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

F. DOCUMENTATION:

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

PROCEDURE AND THE TEST FIXTURE DESIGN IF OPTION A IS SELECTED (INCLUDING

CALCULATIONS STAMPED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER

DEMONSTRATING THE FIXTURE’S STRUCTURAL ADEQUACY) 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 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.

G. LIFT POINT LABEL PLATE:

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

SHOWN IN VIEW 2/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 2370-1831

LIFT POINT GPS CAPACITY: 46,200 lbs (60° MINIMUM LI FT 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 OF THE MEASURED WEIGHT OF THE BRIDGE AND CERTIFICATION

OF LOAD CELL CALIBRATION TO THE EOR PRIOR TO SHIPMENT.

C. BRIDGE LABEL PLATE:

1. ATTACH TWO (2) BRIDGE LABEL PLATES AT THE LOCATION 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:

DD5 RAE BRIDGE (ENTER #1 OR #2, ASK EOR)

PSNS DWG 2370-1831

WEIGHT: (ENTER MEASURED WEIGHT) lbs

MFR: (ENTER NAME OF THE CONTRACTOR)

YEAR: (ENTER YEAR BUILT)

LOAD TEST SKETCH

NOTES:

DD 5 R AE B RI DG E

PSN S DWG 2370- 1831

WEI GH T: X XX

MF R: X XX

Y EAR : X XXX

LIFT P OINT

PSNS D WG 2370- 1831

G PS CAPA CITY: 46,200 l bs (60° MI N. LIFT ANGLE)

TEST DATE: ( ENTER TEST DATE, MM- DD- YYYY FOR MAT)

PERI ODIC TEST NO T REQUI RED

LIFT P OINT

PSNS D WG 2370- 1831

G PS CAPA CITY: 46,200 l bs (60° MI N. LIFT ANGLE)

TEST DATE: ( ENTER TEST DATE, MM- DD- YYYY FOR MAT)

PERI ODIC TEST NO T REQUI RED

60° +0° -5° 60° +0°

-5°

LOAD TEST VALUE 1/S3

RAE BRIDGE ISOMETRIC

NOTES:

1. NOT ALL PIECES SHOWN IN THIS VIEW. 1. SOUTH ELEVATION LOOKING NORTH

2. VIEW DEPICTS OPTION B LOAD TEST.

1. EAST ELEVATION LOOKING WEST

2. VIEW DEPICTS OPTION B LOAD TEST.

5°2 @ 5°2 @

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

8B TO 8D 301.875 302.125 4D T.O.S. -0.125 +0.125

1B TO 2B 145.875 146.125 5B T.O.S. -0.125 +0.125

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

3B TO 4B 65.875 66.125 6B T.O.S. -0.125 +0.125

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

5B TO 6B 65.875 66.125 7B T.O.S. -0.125 +0.125

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

7B TO 8B 71.875 72.125 4B B.O. BP -0.125 +0.125

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

2D TO 3D 153.875 154.125 5B B.O. BP -0.125 +0.125

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

4D TO 5D 301.875 302.125 4B N-S -0.188 +0.188

5D TO 6D 65.875 66.125 4B E-W -0.188 +0.188

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

7D TO 8D 71.875 72.125 4D E-W -0.188 +0.188

2B TO 3D 338.875 339.125 5B N-S -0.188 +0.188

2D TO 3B 338.875 339.125 5B E-W -0.188 +0.188

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

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

4B TO 7D 602.941 603.066

4D TO 7B 602.941 603.066

6B TO 7D 338.875 339.125

6D TO 7B 338.875 339.125

TABLE 4-1: BRIDGE STRUCTURE INSPECTIONS

V A

N D

A T

A P

B N

E S

S D

A T

SURVEYOR'S NAME (PRINT) :

SURVEYOR'S SIGNATURE :

DATE :

H O

O N

T A

L D

A T

1. GRATINGS ARE SHADED IN GRAY.

2. DETAILS FOR HLL ANCHORS IS ON SHEET 23.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

6' -1

'-7

RAE BRIDGE PLAN

NOTES:

P A

D E

Y E

C L

'-1

0"3

CALCULATED

CG LOCATION

10 1/2"

HLL SYSTEM B/W

GRIDS 3A AND 8A,

MOUNT 48" ABOVE T.O.G.

HLL SYSTEM B/W

GRIDS 3E AND 8E,

MOUNT 48" ABOVE T.O.G.

HLL SYSTEM B/W

GRIDS 8A AND 8E,

MOUNT 46" ABOVE T.O.G.

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

6'-0"

80'-0"

16'-3" 16'-5"

55'-0"

24"

P A

D E

Y E

C L

(2) CANTILEVER PLATFORMS

ARE SIMILAR BUT OPPOSITE,

T.O.G. = T.0.S. - 31 7/8"

(4) PADEYES PER 2/S16

C L

CL CL

55" 55"

55"55"

CL CL

C L C L

17 S

(8) RAE HOLD-DOWN

ASSEMBLIES PER

VIEWS ON SHEET 17

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

EXTERIOR ELEVATION

SOUTH LOOKING NORTH

EXTERIOR ELEVATION

EAST LOOKING WEST

EXTERIOR ELEVATION

NORTH LOOKING SOUTH

EXTERIOR ELEVATION

WEST LOOKING EAST

DD5 RAE BRIDGE

PSNS DWG 23 70- 183 1

WEIGHT: XXX

GPS CAP ACITY: 46,200 lbs (60° MIN. LIFT A NGLE)

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

GPS C APACITY: 46,200 lbs (60° M IN. LIFT AN GLE)

1 2 3 4 5 6 7

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

A B C D E

8'-2" 11'-3" 12'-7"

BRIDGE T.O.S.

ELEV 14'- 4 1/2"

B.O. BASE PLATE

ELEV 0' - 0"

DD5 RAE BRIDGE

PSNS DWG 23 70- 183 1

WEIGHT: XXX

GPS C APACITY: 46,200 lbs (60° M IN. LIFT AN GLE)

GPS CAP ACITY: 46,200 lbs (60° MIN. LIFT A NGLE)

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

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

12'-10" 66" 25'-2" 66" 12'-10" 12'-2" 12'-7" 12'-7" 6'-10"

BRIDGE T.O.S.

ELEV 14'- 4 1/2"

B.O. BASE PLATE

ELEV 0' - 0"

80'-8"MAIN GIRDER/OVERALL LENGTH =

37'-9"OVERALL WIDTH =

32 1/2"

D E

R C L

BRIDGE

COAMING

BRIDGE

DECK

BRIDGE

COAMING

BRIDGE

DECK

58"

60"

BRIDGE LABEL PLATE

60"

BRIDGE LABEL PLATE

6'-0"

4" 80'-0" 4"

6'-0"

4" 80'-0" 4"

36"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

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

F R

MAIN GIRDER, W33X130 (SFRS)

W16X57

W10X12 W14X22 W14X22

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"

6' -1

'-7

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

W14X22

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

'-1

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

NOTES:

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

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

W 8X

F R

6'-0"

8'-6" 52"

8'-6 3/4" 37 13/32" 13 27/32"

W14X22 W14X22

/1 6"

80'-0"

SIM

11 S

W 8X

(2) CANTILEVER

BEAMS BELOW

MAIN GIRDER

50"

TYP

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

12 S

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

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

MAIN GIRDER

'-8

E Q

. S P

A C

E S

L5X3X5/16

W8X10

L5X3X5/16

C6X8.2

L5X3X5/16

12'-10"

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'-0"2 EQ. SPACES =

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

L5 X

3X 5/

C6X8.2

8 1/2"

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

8 1/2" 8 1/2"

8' -0

E Q

. S P

A C

E S

'-1

8 1/2"

C 6X

8 1/2" 8 1/2"

31 1/4"

8 1/2" 8 1/2"

STRUCTURAL PLAN - BRIDGE DECK

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

NOTES:

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

2. REFER TO VIEWS ON SHEET 9 FOR LOCATIONS WHERE JOISTS ARE

MOUNTED TO STIFFENERS.

'-0

E Q

. S P

A C

E S

6' -1

'-7

6'-0"

C6X8.2

L5X3X5/16

C6X8.2

L5X3X5/16

C6X8.2

C 6X

L5 X

3X 5/

L5 X

3X 5/

C 6X

8 1/2"

47 1/2" 8'-0"2 EQ. SPACES = 31 1/4" 61 3/4" 52" 53 19/32" 56 29/32" 67 3/4"

8' -0

E Q

. S P

A C

E S

8 3/4"

47 1/2" 8'-0" 31 1/4" 61 3/4" 50" 50" 53 1/2" 18 1/2" 49 3/4" 8 1/2"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

A B C D EE D C B A

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

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"

CL CL CL CL CL CL CL

(6) WEB STIFFENERS PER 1/S11,

PL 1/2", "w" = 1/4, EA SIDE OF GIRDER WEB

(7) WEB STIFFENERS PER 1/S11,

PL 1/2", "w" = 1/4, EA SIDE OF GIRDER WEB

(7) WEB STIFFENERS PER 1/S11,

PL 1/2", "w" = 1/4, EA SIDE OF GIRDER WEB

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS GRID 5.

BRIDGE SECTION

NOTES:

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS GRID 4.

BRIDGE SECTION

NOTES:

SHEAR TAB/WEB STIFFENER

PER 3/S11 ON W33 BEAM

SHEAR TAB/WEB STIFFENER

PER 3/S11 ON W33 BEAM

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

LIFT POIN T

PSNS DWG 2370-1831

GPS CA PACI TY: 46, 200 lbs (60° MIN . LIFT A NGLE)

TEST DATE: (ENTER TEST DATE, MM-D D-YYYY FOR MAT)

PER IOD IC TEST NOT REQU IRED

LIFT POINT

GPS C APAC ITY: 46,200 lbs (60° MIN. LIFT AN GLE)

TEST DA TE : (ENTER TEST DATE, MM-DD -YY YY FOR MAT)

PE RIODIC TEST NOT RE QUI RED

T.O.S.

CL CL CL CL CL CL

(6) WEB STIFFENERS PER 1/S11,

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

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

MAIN GIRDER SPLICES ARE

ALLOWED IN DASHED

REGIONS ONLY

(2) RAE HOLD-DOWNS

PER W33 BEAM BEAM, W33

(2) RAE HOLD-DOWNS

PER W33 BEAM

(2) RAE HOLD-DOWNS PER MAIN GIRDER

LIFT POINT

PSN S DWG 2370-1831

GPS C APAC ITY: 46,200 lbs (60° MIN. LIFT AN GLE)

TEST DA TE : (ENTER TEST DATE, MM-DD -YY YY FOR MAT)

PE RIODIC TEST NOT RE QUI RED

GPS CA PACI TY: 46, 200 lbs (60° MIN . LIFT A NGLE)

TEST DATE: (ENTER TEST DATE, MM-D D-YYYY FOR MAT)

PER IOD IC TEST NOT REQU IRED

CL CL CL CL CL CL

1. COAMING NOT SHOWN FOR CLARITY.

2. SECTION SHOWS MAIN GIRDER AT GRID B.

BRIDGE SECTION

NOTES:

MAIN GIRDER, W33

MAIN GIRDER SPLICES

ARE ALLOWED IN

DASHED REGIONS ONLY

2 3 4 5 6 7 7

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

12'-2" 12'-10" 66" 25'-2" 66" 12'-10" 6'-0"

80'-8"MAIN GIRDER LENGTH =

24" 8'-10" 24" 24" 8'-10" 24"

7 6 5 4 3 2 1 6'-0" 12'-10" 66" 25'-2" 66" 12'-10" 12'-2"

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

MAIN GIRDER SPLICES

ARE ALLOWED IN

DASHED REGIONS ONLY

24" 8'-10" 24" 8'-10" 24"

(2) BRIDGE CONNECTION

STOPS PER MAIN GIRDER

MAIN GIRDER SPLICES ARE ALLOWED

IN DASHED REGIONS ONLY ALIGN CANTILEVER W8X18 WITH WEB

STIFFENER AND SHEAR TAB ABOVE

(2) PADEYES PER MAIN GIRDER

(4) BRIDGE CONNECTION

SHIM #1 PER 1/S18

PER MAIN GIRDER

ALIGN CANTILEVER W8X18 WITH WEB

STIFFENER AND SHEAR TAB ABOVE

80'-8"MAIN GIRDER LENGTH =

(2) RAE HOLD-DOWNS

PER MAIN GIRDER

(2) PADEYES PER

MAIN GIRDER

4" 4"

4"4"

24"

BEAM, W33

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

TYP JOIST CONNECTION DETAIL

W8 JOIST TO BEAM

1 3/8"

CLIP ANGLE

PER 1/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 1/S10

(2) O 1/2" BOLTS,

A325/F1852 PT(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"

CLIP ANGLE

PER 1/S10

1 1/2" 2"

BEAM OR GIRDER, W33

TYP JOIST CONNECTION DETAIL

C6 JOIST TO W33 STIFFENER

WEB STIFFENER

JOIST, C6

(2) O 1/2" BOLTS,

A325/F1852 PT

1 1/2"

1 3/8"

1 3/4"

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"

1 1/2" 1 1/2"

1 1/4"

BEAM, W16

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

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

1/2"

1 1/2" 2"

BEAM OR GIRDER

PER PLAN

1/2"

1 1/2" 2"

BEAM OR GIRDER

PER PLAN

1/2"

1 1/2" 2"

1 3/8"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

(2) O 3/4" BOLTS,

A325/F1852 PT

EXTENDED SHEAR TAB,

PL 1/2", ALIGN WITH

OPPOSING SHEAR TAB

BEAM, W16,

CONNECTION PER 3/S12

T.O.S.

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 1/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. ALLOWABLE 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

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 W33 BEAM

BEAM, W16

(4) O 3/4" BOLTS,

A325/F1852 PT,

T.O.S.

MAIN GIRDER, W33

1. PLATE THICKNESS IS INDICATED IN DETAIL VIEWS.

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

3. 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.

4. 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.

BEAM, W8

1 7/16"

1 1/4"

1 1/2"2@

1/2"

R 1/2"

SFRS-DC

CJP, BG

TYP

R 1/2"

TYP

1 3/4"

1 1/2"

WEB STIFFENER PER 1/S11,

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

1/2"

1 1/2"2@

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

(3) O 3/4" BOLTS,

A325/F1852

5/16 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

GRIDS 8B AND 8D

BOTTOM WEB STIFFENERS,

PL 1/2", "w" = 1/4, ALIGN WITH SHEAR TABS ABOVE, FOR DETAILS NOT SHOWN SEE 1/S11

1/4

1/4 TYP

BEAM, W16,

CONNECTION PER 3/S12

CONNECTION PLATE

WIDTH TO MATCH BEAM

FLANGE WIDTH

MAIN GIRDER, W33

ALIGN SHEAR TABS

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, PL 1", SAME

WIDTH AS OPPOSING

CONNECTION PLATE

5/16 5/16

GRIDS 1B AND 1D, BEAM CONNECTIONS B/W GRIDS 6 AND 7 SIM UNO

BOTTOM WEB STIFFENERS PER 1/S11,

PL 1/2", "w" = 1/4, ALIGN WITH SHEAR TAB AND TOP

TOP WEB STIFFENER ABOVE

BEAM, W16,

CONNECTION PER 3/S12

CONNECTION PLATE WIDTH TO

MATCH BEAM FLANGE WIDTH

MAIN GIRDER, W33

TOP WEB STIFFENER PER 1/S11,

PL 1/2", "w" = 1/4, ALIGN WITH SHEAR TAB

CANTILEVER BEAM, W8,

GRIDS 1B AND 1D ONLY

1/4 1/4

1/4

1/4TYP

1/4

1/4TYP

CANTILEVER BEAM, W16,

CONNECTION PER 3/S12

MAIN GIRDER, W33

STIFFENER PLATE

BOLTS PER 5/S24

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

TYP

TYP BRIDGE CONNECTION STIFFENERS DETAIL

GRIDS 2B AND 7D, 2D AND 7B SIM BUT OPP

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 3/S12

HORIZONTAL BRACE AND

GUSSET PER 1/S15

MAIN GIRDER WEB

GUSSET REPLACES

CONNECTION PLATE

STIFFENER

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

NOTES:

1. WELDS CONNECTING W16 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.

16 1/4"

TYP

22 1/4"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

MAIN GIRDER, W33

T.O.S.

STIFFENER SECTION

BEAM, W16,

CONNECTION PER 3/S12

CONNECTION PLATE, PL 1" AT GRID 3

STIFFENER, PL 1" AT GRID 6

1/4 TYP1/4

1/4 1/4

1/4 TYP1/4

MAIN GIRDER WEB

CONNECTION PLATE PER 3/S12

SHIM #1 PER 1/S18

TYP BRIDGE CONNECTION STIFFENERS DETAIL

GRIDS 3B AND 3D, 6B AND 6D SIM UNO

(12) BRIDGE CONNECTION

STIFFENERS, FOR DETAILS NOT

SHOWN SEE 1/S11, PL 1/2", "w" = 1/4

GRIDS 4B, 4D, 5B, AND 5D

BOTTOM WEB STIFFENER,

PL 1/2", "w" = 1/4, FOR DETAILS NOT SHOWN SEE 1/S11

5/16 SFRS-DC5/16

SFRS-DC,

CJP, BG

T&B

CANTILEVER BEAM, W16,

CONNECTION PER 3/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. WELD ACCESS HOLES SHALL BE COVERED W/ 16 GA. SST

FLASHING AND SEALANT FOR WEATHER PROTECTION.

3. DECKING NOT SHOWN FOR CLARITY.

4. RAE BRACKET PAD NOT SHOWN FOR CLARITY.

BEAM, W33

16 1/4"

EXTENDED

SHEAR TAB,

ALIGN WITH

BOTTOM WEB

STIFFENER

MT + UT

1/4 1/4

ALIGN EXTENDED SHEAR

TABS WHERE PRESENT

CANTILEVER BEAM, W16,

CONNECTION PER 3/S12,

GRIDS 3B AND 3D ONLY

16 1/4"

TYP

22 1/4"

TYP

SFRS-DC,

CJP, BG

T&B

MT + UT

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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 1/S11, PL 1/2", "w" = 1/4, 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. VIEW SHOWS PADEYES BETWEEN GRIDS 3 AND 4,

PADEYES AT GRID 6 ARE SIM UNO.

3. PADEYES SHALL BE PAINTED YELLOW.

4. PADEYE HOLE SHALL HAVE A FINISHED

SURFACE ROUGHNESS < 500 MICROINCH.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

GRIDS 2C AND 3C, 6C AND 7C SIM UNO

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

NO WELDING

IN k-AREA5/16

BEAM, W16

BASE PLATE, PL 3/4"

5/16

NO WELDING

IN k-AREA

9" 9"

17 1/4"

SHIM #2 PER 2/S18

(4) O 3/4" BOLTS,

PER 4/S18

5" 5"

MATCH DEPTH

OF W33X130

MAIN GIRDERS

LIFT POINT

PSNS DWG 2370-1831

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

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

PERIODIC TEST NOT REQUIRED

5/16

(1/2) (1/2)

MAIN GIRDER, W33

LIFT POINT LABEL PLATE, REFER TO SHEET 3,

LOAD TEST AND WEIGHT NOTES, PARAGRAPH

5.G. FOR MORE INFORMATION; TO BE

LOCATED ON BEAM WEB FACING OUTWARD

LEVEL 3 T.O.S.

OPTION A LOAD

TEST VALUE = 69,300 lbs

WEB STIFFENERS EA SIDE OF GIRDER WEB PER 1/S11,

PL 1/2", "w" = 1/4"; THIS STIFFENER IS ONLY AT

PADEYES BETWEEN GRIDS 3 AND 4, PADEYES AT

GRID 6 WILL HAVE BRIDGE CONNECTION

STIFFENERS BELOW AND DO NOT REQUIRE

ADDITIONAL STIFFENERS

60° +0° -5°

BEAM ONLY AT

GRIDS 2C AND 3C

1 1/2" MIN

6" MAX

HALF

GIRDER

DEPTH

7 1/4"

11"

15"

PADEYE, PL 2",

PAINTED YELLOW,

CENTER ON MAIN GIRDER

1 1/2"

R 4"

O 3"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

1. CLAMP WELDMENT TO HAVE HDG FINISH.

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

(16) CLAMPS SEPARATELY.

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:

(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

5 13/16"

12"

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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"

ASTM A36, HDG, ROUGHEN

TOP AND BOTTOM SURFACES

BY HAND WIRE BRUSHING

AFTER GALVANIZING PER

2370-1834

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:

ASTM A36, HDG, ROUGHEN TOP

AND BOTTOM SURFACES BY

HAND WIRE BRUSHING AFTER

GALVANIZING PER 2370-1834

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

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 FROM 3/S9

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

12'-2" 12'-10" 66" 25'-2" 66" 12'-10" 6'

-1 0"

'-7

B E

A R

B A

R S

BEARING

BARS

BEARING

BARS

DECK AND RAILING PLAN - BRIDGE DECK

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

RAIL #3

(2) RAIL #7s PER 1/S24

DECKING, PL 3/16"

RAIL #2

RAIL #1

RAIL #2 RAIL #3

RAIL #5

RAIL #4

BEARING

BARS

END POST #1

PER 2/S23

END POST #1

PER 2/S23

END POST #3

PER 4/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

TYP GRATING

REMOVE EXCESS TOE

BOARD BRACKET AT

GRID 3 END POSTS ONLY

NOTES:

1. GRATINGS ARE SHADED IN GRAY.

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

3. REFER TO VIEW 1/S22 FOR TYP RAIL ASSEMBLY. RAILS #1 AND #6 ARE SIM UNO.

RAIL #6

END POST #1

PER 2/S23

BEARING

BARS

BEARING

BARS

BEARING

BARS

BEARING

BARS

B E

A R

B A

R S

B E

A R

B A

R S

B E

A R

B A

R S

B E

A R

B A

R S

6'-0"

APPROX.

GRATING

WIDTH, TYP

48"

APPROX.

GRATING

WIDTH, TYP

54 1/2"

APPROX.

GRATING

WIDTH, TYP

54 1/2"

APPROX.

GRATING

WIDTH

7'-8 3/4"

APPROX.

GRATING

WIDTH

42 3/4"

APPROX.

GRATING

WIDTH

62 7/8"

APPROX.

GRATING

WIDTH

BEARING

BARS

10'-2 1/2" 57"

11'-1" 36"

10'-2 1/2"

6'-0"

5" GAP, TYP

LADDER PER 1/S25

36"

APPROX.

GRATING

WIDTH

RAIL #1

16"

END POST #2

PER 3/S23

16"

END POST #2

PER 3/S23

CLEAR OPENING

CLE

AR O

PENIN

CLE

AR O

PENIN

CLE

AR O

PENIN

CLE

AR O

PENIN

CLEAR OPENING

1. VIEW SHOWS TYPICAL DECKING SPLICE.

2. SPLICES OF DECKING MUST BE CENTERED

OVER BEAMS.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

DECKING SECTION

NOTES:

SEAL WELD

3/4" 3/16 2-12

MAIN GIRDER, W33

DECKING, PL 3/16"

3/4"

1/2"

SEAL WELD DECKING, PL 3/16"

BEAM OR GIRDER, W33

DECKING SECTION

NOTES:

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

DECKING, PL 3/16"

BEAM OR JOIST PER PLAN

JOIST, W14

3/16 2-12 3/16 2-12

SEAL WELD

1/2"1/2"

DECKING SECTION

DECKING, PL 3/16"

JOIST, W14

SEAL WELD3/16 2-12

1/2"

SEAL WELD

1. BRACKET PAD NOT SHOWN FOR CLARITY.

BEAM, W16

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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 PLAN

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

8 1/2" TYP

UNO

GRATING SECTION

AT W8 CANTILEVER BEAMS

1 3/4"

SADDLE TYPE GRATING CLIP,

GALVANIZED STEEL, FOUR (4)

PER GRATING PANEL

LOCATED NEAR CORNERS

CANTILEVER CATWALK BEAM, W8

O 1/4" BOLT/NYLON

INSERT LOCK NUT/WASHERS,

GRADE 5 MINIMUM,

STEEL ZINC PLATED

1. INTERMEDIATE POSTS SHALL BE EQUALLY SPACED.

2. MAXIMUM INTERMEDIATE POST SPACING IS 50" ON CENTER.

3. RAILING SYSTEMS INCLUDING POSTS, RAILS, BASE PLATES, MOUNT PLATES,

AND TOE BOARDS SHALL BE PAINTED YELLOW IN ACCORDANCE WITH

PSNS DRAWING 2370-1834. THIS DOES NOT INCLUDE END POSTS WHICH

SHALL BE PAINTED GRAY.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

SEAL WELD, TYP

TYP INTERMEDIATE POST,

TOP RAIL, AND MID RAIL;

PIPE 1 1/2" SCH 40, STEEL

PAINTED YELLOW,

CENTER ON GRID LINE,

NO INTERMEDIATE POSTS

ON RAILS #1 AND #6

END POST PER PLAN

EQ EQ

TOE BOARD, FB 1/4" x 4", STEEL PAINTED YELLOW

(#) OF INTERMEDIATE

POSTS PER TABLE 22-1 21 1/2"

42"

52 1/4"

BEAM PER PLAN

1 1/8"

5/8"

1 1/8"

5/8"

TYP RAILING BASE DETAIL

AT INTERMEDIATE POST

(4) O 1/4" BOLTS/NYLON

INSERT LOCK NUTS/WASHERS,

GRADE 5 MINIMUM,

STEEL ZINC PLATED

BASE PLATE, PL 1/4"

1. RAIL #7s 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,

GRADE 5 MINIMUM,

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,

GRADE 5 MINIMUM,

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,

GRADE 5 MINIMUM,

STEEL ZINC PLATED

3/4"

BOLTS TO GO ALL

THE WAY THROUGH

THE END POST, TYP

END POST

INTERMEDIATE

POST

R 1/2" TYP

O 1/4" THRU

O 1/4" THRU PLATE

TOEBOARD SPLICE OPTIONAL

INCREASE BOLT SPACING FROM

2" TO 3" (OVERALL PLATE

HEIGHT OF 9") ALONG GRID 8 TO

AVOID BOLT INTERFERENCES

AT END POSTS #3 AND #4

RAIL # QTY # OF

INTERMEDIATE

POSTS

OVERALL

LENGTH (in)

1 2 0 5' - 1" 2 2 5 24' - 9" 3 2 5 23' - 11" 4 1 1 7' - 9" 5 1 5 22' - 1" 6 1 0 5' - 9"

TABLE 22-1: GUARDRAIL SYSTEM SCHEDULE

3 1/2"

2 1/2"

5/8" 1 5/8" 1 5/8" 5/8"

4 1/2"

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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 ELEVATION

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 ELEVATION

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 2370-1834.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

NTS

SCALE

PUGET SOUND NAVAL SHIPYARD

CODE 2370

ENGINEERING DIVISION

NO DEVIATION SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

REV.

RAIL #7 ELEVATION

NOTES:

RAIL #7 POST MOUNT DETAIL

GRATING

BEAM, W8

POST

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

SEAL WELD, TYP

T.O.S.

21 1/2"

42"

5 3/4" 50"

BRIDGE T.O.S.

1. VIEW FROM 1/S19.

2. RAILING SYSTEMS INCLUDING POSTS, RAILS, AND TOE BOARDS SHALL

BE PAINTED YELLOW IN ACCORDANCE WITH PSNS DRAWING 2370-1834.

CANTILEVER PLATFORM ELEVATION

NOTES:

CL CL

CLCL CLCL

1. VIEW FROM 1/S19.

2. FOR INFORMATION NOT SHOWN REFER TO VIEW 3/S24.

CANTILEVER PLATFORM ELEVATION

NOTES:

1. VIEW FROM 1/S19.

2. FOR INFORMATION NOT SHOWN REFER TO VIEW 3/S24.

CANTILEVER PLATFORM ELEVATION

NOTES:

1/2" TYP

1 1/8" TYP

8" 40"

13/32" 44"

POSTS ARE

CENTERED

OVER BEAMS

TOEBOARDS

CENTERED

WITH POSTS

MIDRAIL, PIPE 1 1/2" SCH 40

POST, PIPE 1 1/2" SCH 40

TOP RAIL, PIPE 1 1/2" SCH 40

SEAL WELD, TYP

CANTILEVER BEAM, W8X18,

CENTERED ON GIRDER

WEB STIFFENERS

MAIN GIRDER, W33

WEB STIFFENER PER 1/S11,

PL 1/2", "w" = 3/16, EA SIDE

OF MAIN GIRDER

CENTERED ON W8

CANTILEVER BEAM

MAIN GIRDER, W33

2 3/4" 7"

BASE PLATES PER 4/S22

TOEBOARD, PL 1/4"

1/8 TYP1/8

GRATING PER PLAN,

ATTACHMENT PER 5/S21

(4) BOLTS, O3/4",

HEAVY HEX A325-PT

CANTILEVER PLATFORM SECTION

CANTILEVER BEAM, W8

4 1/4"

SEAL WELD, TYP

PIPE CAP, PL 3/16", TYP

15 1/8" TYP

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.

4. LADDER ASSEMBLY, EXCLUDING SWING GATE,

LEVELORS, AND FASTENERS SHALL BE PAINTED

YELLOW.

ANSI B

SHEET SIZE

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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 2370-1834, TYP

T.O.S.

T.O. TOP RUNG

SHALL BE AT T.O.S.

LADDER ISOMETRIC

NOTES:

SELF-CLOSING SWING GATE

PER 2370-1834, ATTACH TO

LADDER RAIL RETURN

16"

16 1/2"

7'-3" 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 AND OTHER FRAMING

MEMBERS 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

1/2"

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

12'-2" 12'-10" 66" 25'-2" 66" 12'-10" 6'

-1 0"

'-7

COATINGS PLAN - BRIDGE DECK TOP

NOTES:

6'-0"

T Y

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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

6'-4"

TYP

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

TSC ON ENTIRE

BOTTOM SURFACE OF

BASE PLATES AT GRID

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

18"

TYP

18"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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. GRIDS 4 AND 5 WALLS ARE SIMILAR BUT OPPOSITE.

30 SIM

SIM

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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"

5 4

D D

5 4

STRUCTURAL PLAN - BRIDGE COAMING

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

STRUCTURAL ELEVATION - BRIDGE COAMING

GRID 5, GRID 4 SIM

STRUCTURAL ELEVATION - BRIDGE COAMING

GRID D, GRID B SIM, GRID B.6 SIM UNO

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"

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

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 =

'-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/

20'-0"5 EQ. SPACES =

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

20'-0"5 EQ. SPACES =

B.6

POSTS, GRIDS B AND D ONLY

W33 MAIN GIRDER,

GRIDS B AND D ONLY

B.6

19"

HSS3X3X1/4 HSS3X3X1/4

HSS5X3X1/4

W33 BEAM

COLUMNS, GRIDS B AND D ONLY

W 6X

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

STRUCTURAL PLAN - BRIDGE COAMING

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

7' -0

HSS6X6X1/2

(SFRS)

3" T Y

P E

A E

N D

16" 22'-6" 16"

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

HSS6X6X1/2

(SFRS)

19"

BEAM, HSS5X3X1/4, GRIDS B AND D ONLY

36"

26" 31" 31"

5 4

31"

B.6

7'-0" 18'-2"

'-2

'-6

E Q

. S P

A C

E S

32 1/4"

NO. OF SHEETSSHEET NO.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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"

(3/8)

3/16

SFRS-DC

PJP, TYP

B.O. BASE PLATE

ELEV 0' - 0"

BASE PLATE, PL 1"

16"

16"COLUMN CL

3 SIDES, TYP

BEAM TO BEAM

BEAM CL

BEAM, HSS5X3

5/16

BRACE TO BEAM

AND POST, TYP

5/16

POST TO BEAM

5/16N&F

5/16

GRIDS B & D FRAMING DETAIL

BEAM, HSS6X3

LEAVE BEAM END OPEN

BRACE, HSS5X3

BEAM, W6

BEAM, HSS6X3

BRACE, HSS5X3

TYP BEAM END DETAIL

BEAM CL

BRACE TO BEAM

AND POST, TYP

POST TO BEAM

5/16N&F

5/16

GRID B.6 FRAMING DETAIL

BEAM, W6

JOIST TO BEAM

3 SIDES, TYP

16"

BEAM CL

5/16

POST TO

BEAM, N&F

T.O.S.

ELEV 1' - 0"

TYP HSS JOIST & POST DETAIL

5/16

BEAM, HSS6X3 BEAM, HSS6X3

JOIST TO BEAM

POST TO BEAM

5/16 POST TO JOIST

T.O.S.

ELEV 4' - 11 3/8"

5/16

COLUMN, HSS6X6

BRACE, HSS3X3

POST, HSS3X3

HSS BRACE DETAIL

GRID 4D; GRIDS 4B, 5B, AND 5D SIM

COLUMN CL

W.P.

BEAM CL

3" 3" W.P.

W.P.

POST, HSS5X3

POST, HSS3X3

JOIST, HSS3X3

BEAM, HSS5X3

MOMENT CONNECTION PER 1/S32

5/16

(4) O 15/16" THRU

COLUMN,

HSS6X6

BEAM, HSS6X3

1 1/2"

GAP

T.O.S.

ELEV 1' - 0"

COLUMN, HSS6X6

16" 65 11/16"

BEAM, HSS6X3

T.O.S.

ELEV 4' - 11 3/8"

MOMENT

CONNECTION

PER 1/S32

JOIST, HSS3X3

16" 65 11/16"

T.O.S.

ELEV 1' - 0"

T.O.S.

ELEV 4' - 11 3/8"

SHEAR

CONNECTION

PER 3/S32

POST, HSS5X3

BASE PLATE PER 2/S31

T.O.S.

ELEV 1' - 0"

T.O.S.

ELEV 4' - 11 3/8"

5/16

BEAM, HSS5X3

BEAM, HSS6X3

POST, HSS5X3

(3/8)

1/2

SFRS-DC

PJP, TYP

TYP COLUMN CONNECTION

HSS6X6X1/2 COLUMN TO W33X130 MAIN GIRDER

W33 MAIN GIRDER

COLUMN,

HSS6X6

POST, W6

BRACE, HSS3X3

5/16

BEAM, W6

CANTILEVER BEAM, W6,

CONNECTION PER 2/S32

BEAM, W6

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.

2370-1831

DRAWING NO.

TITLE

RAE BRIDGE (DD5)

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, W6

SHEAR TAB, PL 3/8"

3/16

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

3/16 3/16

3 3/4"

TYP MOMENT CONNECTION

NOTES:

TYP MOMENT CONNECTION

CANTILEVER BEAM TO BEAM

TYP SHEAR CONNECTION

W6X25 BEAM OR W6X16 JOIST TO W6X25 BEAM

T.O.S.

ELEV 4' - 11 3/8"

1 5/8"

L3X2X1/4 CLIP ANGLE

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

3 SIDES

TYP3/16

POST, W6

L3X2X1/4 CLIP ANGLE,

SIM BUT OPP TO

LOWER CLIP ANGLE

POST, W6

TYP MOMENT CONNECTION

W6X16 POST TO W6X25 BEAM AND W33 BEAM OR MAIN GIRDER

POST CL

COLUMN, HSS6X6

1/2"

1 5/8"

1/2"

1 1/4" 1 1/4" T.O.S.

ELEV 4' - 11 3/8"

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

EXTENDED SHEAR TAB, PL 3/8", FOR

DETAILS NOT SHOWN SEE 1/S11, "w" = 3/16

BEAM, W6

BEAM OR JOIST PER PLAN

R 1/2" T&B

3/…

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