Attachment 4 - Bulkhead Completed Final for Construction.pdf

PDF 1 MB Posted Jul 23, 2021

Attached to: Amendment 001 Retrofit of Existing Personnel Bunkers in the Countries of Iraq, Kuwait, and Jordan
Solicitation number: W912ER21R0044
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

View the file

Other files

File	Type	Posted
W912ER21R0044-001.pdf	PDF	Aug 10, 2021
Attachment 3 - Past Performance Questionnaire (PPQ).pdf	PDF	Jul 23, 2021
CBS Bunker Retrofit IDIQ - Jordan.pdf	PDF	Jul 23, 2021
CBS Bunker Retrofit IDIQ - Iraq.pdf	PDF	Jul 23, 2021
Attachment 1 - Past Performance Overview Sheet.pdf	PDF	Jul 23, 2021
Attachment 5 - 03 30 00 Cast In Place Concrete.pdf	PDF	Jul 23, 2021
Blank Final Iraq-Bunker 16Jul rev.xlsx	XLSX spreadsheet	Jul 23, 2021
Attachment 7 - 06 10 00 Rough Carpentry.pdf	PDF	Jul 23, 2021
Attachment 6 - 05 12 00 Structural Steel.pdf	PDF	Jul 23, 2021
Attachment 8 - Form W14_accessible.pdf	PDF	Jul 23, 2021
STATEMENT OF WORK Iraq DO 01 Bunker Retrofit.pdf	PDF	Jul 23, 2021
Attachment 2 - Project Summary Form.pdf	PDF	Jul 23, 2021
BLANK Kuwait-Bunker 16Jul rev.xlsx	XLSX spreadsheet	Jul 23, 2021
STATEMENT OF WORK Jordan DO 01 Bunker Retrofit.pdf	PDF	Jul 23, 2021
W912ER21R0044-Final.pdf	PDF	Jul 23, 2021
STATEMENT OF WORK Kuwait DO 01 Bunker Retrofit.pdf	PDF	Jul 23, 2021
CBS Bunker Retrofit IDIQ - Kuwait.pdf	PDF	Jul 23, 2021
Blank Final Jordan-Bunker 16Jul rev.xlsx	XLSX spreadsheet	Jul 23, 2021

Show all 18

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

T D

E D

2 3 4 5 6 7 8 9 10

N N

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

C O

N O

C M

D R

E, W

C H

R , V

100% DESIGN FOR CONSTRUCTION

WORLDWIDE

U.S. ARMY CENTRAL COMMAND

JULY 2021

BUNKER RETROFIT

C O

S H

W O

E U

.S . A

R M

Y C

O M

R R

U S

M . W

U S

D . H

, C H

GI001

K D

N D

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

T D

C M

D R

E, W

C H

R , V

/2 0 2

GI002

F D

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SHT. REF.

NO. FILE NO

REVISIONS

TITLEREV. NO. AM/COP NO.

GENERAL

GI001 COVER SHEET

GI002 INDEX OF DRAWINGS

STRUCTURAL

S-001 GENERAL NOTES

S-101 FLOOR PLAN

S-102 ROOF PLAN

S-201 ELEVATIONS

S-401 ENLARGED PLAN

S-501 IN-FILL DETAILS

S-901 3D VIEW RENDERINGS

FABRICATION

F-101 CHANNEL

F-102 COLUMN

F-103 CONNECTION ANGLES

F-104 BRACING

F-105 DOOR

F-106 STEEL PLATES

INDEX OF DRAWINGS

A. DESIGN CRITERIA AND LOADS

SHOULD THIS DESIGN BE USED IN AREAS WHERE THE DESIGN CRITERIA (SEISMIC, WIND, AND

GEOTECHNICAL) DOES NOT MEET THE MINIMUM REQUIREMENTS OR IS MORE STRINGENT THAN

THE INFORMATION LISTED BELOW. THIS DESIGN WILL BE VOIDED AND MUST BE REDESIGNED

USING THE SEISMIC, WIND, AND GEOTECHNICAL DATA FOR THAT SPECIFIC LOCATION

1. DEAD LOADS: WEIGHT OF BUILDING COMPONENTS (U.N.O.)

2. SNOW LOADS: NOT APPLICABLE

3. ROOF LOADS: NEGLIGIBLE - SEE OVERPRESSURE/DYNAMIC LOAD

4. FLOOR LIVE LOAD: NOT APPLICABLE

5. WIND LOADS (ASCE – 7): NEGLIGIBLE - SEE OVERPRESSURE/DYNAMIC LOAD

6. SEISMIC DESIGN: NEGLIGIBLE - SEE OVERPRESSURE/DYNAMIC LOAD

7. FOUNDATION DESIGN: SEE GENERAL NOTES

8. OVERPRESSURE/DYNAMIC LOAD OF 32 POUNDS PER SQUARE INCH (PSI), 177 PSI-MS IS THE DESIGN BASIS AND UTILIZED AS A STATIC LOAD DURING THE INITIAL DESIGN. BLAST LOADS ARE A

PRESSURE-IMPULSE PAIR.

B. GENERAL NOTES

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS:

a. 2012 INTERNATION BUILDING CODE (IBC)

b. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

c. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, WITH

CHANGE 1 DATED 9 FEBRUARY 2012 (doors and windows excluded)

d. UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 1 DATED 1 JUNE 2013

e. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS, DATED 1 JUNE 2013

f. UFC 1-201-01 NON-PERMANENT DOD FACILITIES IN SUPPORT OF MILITARY OPERATIONS, DATED 1 JANUARY 2013

2. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK AT

THE JOB SITE.

4. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE

CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING WORK IN AREAS THAT

WILL BE AFFECTED.

5. ALL STRUCTURAL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE

PROJECT SPECIFICATIONS.

6. DO NOT SCALE DRAWINGS

7. FOR ADDITIONAL INFORMATION REFER TO INDIVIDUAL SHEETS FOR EACH COMPONENT.

8. ALL STRUCTURES SHALL BE FOUNDED ENTIRELY ON LEVEL, NATURAL MATERIAL,

COMPACTED STRUCTURAL FILL, OR PAVEMENT (CONCRETE OR ASPHALT).

9. WHERE CERTAIN FEATURES ARE NOT FULLY SHOWN OR DETAILED ON THE CONTRACT

DOCUMENTS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR

CONDITIONS THAT ARE FULLY SHOWN OR DETAILED.

10. DETAILS ENTITLED OR NOTED AS “TYPICAL” APPLY NOT ONLY WHERE SPECIFICALLY

INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE

CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM

THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE DETAIL IS

SPECIFICALLY INDICATED OR REFERENCED.

11. ANY EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY CONTRACTING OFFICER OR

APPROVED AGENT PRIOR.

12. CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCES, AND SUPERVISION OF THE

WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

13. WHERE CERTAIN FEATURES ARE NOT FULLY SHOWN OR DETAILED ON THE CONTRACT

DOCUMENTS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR

CONDITIONS THAT ARE FULLY SHOWN OR DETAILED.

14. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY

INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE

CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM

THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE DETAIL IS

SPECIFICALLY INDICATED OR REFERENCED.

GENERAL NOTES (CONT'D)

15. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED

STRUCTURE. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND

HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK, INCLUDING

CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY AND

INSPECTION OF ERECTION BRACING, SHORING FORMWORK AND OTHER TEMPORARY

SUPPORTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

16. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS

UNDER ANY CIRCUMSTANCE.

17. ALL DIMENSIONS ARE OUT TO OUT OF STRUCTURAL ELEMENTS, AND TO

CENTERLINES OF STRUCTURAL MEMBERS.

C. STRUCTURAL STEEL

S-1 STRUCTURAL STEEL WORK IS TO BE DETAILED AND CONSTRUCTED IN ACCORDANCE

WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS" (FOURTEENTH EDITION), "SEISMIC PROVISIONS FOR

STRUCTURAL STEEL BUILDINGS" (SECOND EDITION) AND THE “CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES”.

S-2 STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO CONFORM TO THE

REQUIREMENTS OF ASTM STANDARDS AS INDICATED ON THE STEEL MATERIAL

SCHEDULES.

S-3 AN INSPECTION OF THE BUNKER IS REQUIRED PRIOR TO INSTALLATION. ANY SORT OF

CONCRETE DEGRADATION, DILAPIDATION, SEVERE CRACKING OR SPALLING, OR ANY

INDICATION THAT END OF SERVICE LIFE OR FAILURE HAS BEEN MET, NOTIFICATION SHALL

BE MADE TO THE CONTRACTING OFFICER.

S-4 FINAL POST, RIGHT-HAND SIDE COLUMN, SHALL BEAR DIRECTLY AGAINST VERTICAL

FACE OF CONCRETE WALL. IF CONCRETE DIMENSIONS VARY SUCH THAT A VERTICAL

CONCRETE FACE IS NOT ACHIEVABLE FOR BEARING, A SAND-FILLED GABION BARRIER

SHALL BE PLACED TO OBTAIN CHANNEL SILL/THRESHOLD BEARING, AND COLUMN

BEARING. GABION SHALL BE FILLED WITH NATIVE MATERIAL.

S-5 STEEL BULKHEAD SHALL BE PLACED FIRMLY AGAINST CONCRETE FACE, AND ALL

THROUGH BOLT CONNECTIONS SHALL BE USED TO ACHIEVE MAXIMUM ADJOINING

CONTACT.

S-6 HOLES AND COPING, MUST BE COORDINATED WITH HARDWARE, SUBMITTED, AND

APPROVED PRIOR TO FABRICATION AND INSTALLATION. CUTS OR BURNING OF HOLES IN

THE FIELD WILL NOT BE PERMITTED.

S-7 OBSTRUCTIONS, SUCH AS SANDBAGS AND SAND-FILLED GABION BARRIERS, ARE

REQUIRED TO BE REMOVED IF THESE ITEMS PREVENT BULKHEAD FROM BEARING AGAINST

CONCRETE FACES.

S-8 SANDBAGS SHALL BE PLACED AROUND THE PERIMETER OF THE BULKHEAD-

CONCRETE BUNKER INTERFACE TO REDUCE ANY VISIBLE GAPS, AIR VOIDS, OR SPACES.

SANDBAGS ARE TO BE STACKED AND SECURED TO PREVENT TOPPLING.

S-9 STRUCTURAL STEEL, I.E. WIDE FLANGES, CHANNELS, ANGLES, SHALL BE ONE

CONTINUOUS MEMBER. THE USE OF MULTIPLE MEMBERS AND CREATING JOINTS TO SPAN

ONE LENGTH IS PROHIBITED.

S-10 ALL STRUCTURAL MEMBERS SHALL BE CONTINUOUS, THE USE OF JOINTED MEMBERS

SPANNING ONE SECTION IS PROHIBITED.

S-11 COLUMN FLANGES SHALL BEAR AGAINST VERTICAL CONCRETE FACES (OUTSIDE

EDGES) FLUSH. MINIMAL BULKHEAD ADJUSTMENT (LEFT-TO-RIGHT) IS ACCEPTABLE IF AND

ONLY IF THE COLUMN'S WEB PROJECTION REMAINS IN CONTACT WITH THE CONCRETE

FACE. FLANGES ARE ACCEPTABLE TO OVERHANG IN FREE SPACE TO ACHIEVE BETTER

FLANGE BEARING WHERE BOLT HEADS OBSTRUCT FULL-CONTACT BEARING, I.E. BOLT

HEADS IN CONTACT WITH CONCRETE. IF PROPER BEARING CANNOT BE ACHIEVED, BOLTS

ARE TO BE OMITTED FROM SECTIONS WHERE BOLT HEADS PREVENT COLUMN FLANGES

FROM CREATING FULL BEARING AGAINST CONCRETE.

S-12 STRUCTURAL STEEL CONNECTIONS TO BE FIELD BOLTED.

A. BOLTS: 19MM DIAMETER ASTM A 325M UNO WITH MATCHING WASHERS AND

HEAVY HEX NUTS.

B. BOLTS: 13MM DIAMETER ASTM A325M WITH MATCHING WASHERS AND HEAVY

HEX NUTS

C. BOLTS: 6MM DIAMETER SAE J429-GR5 (ASTM A449 TYPE 1)

D. THREADED ROD: 19MM DIAMETER ASTM A449 WITH MATCHING WASHERS AND

TWO HEAVY HEX NUTS PER SIDE

E. THREADED ROD: 13MM DIAMETER ASTM A449 WITH MATCHING WASHERS AND

TWO HEAVY HEX NUTS PER SIDE (USE WASHERS AS NEEDED TO ACHIEVE

PROPER BOLT BEARING, AVOID ECCENTRIC/ANGLED THREADED ROD

CONNECTIONS.

F. ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO WASHERS, ONE ON

BOLT HEAD SIDE AND ONE ON NUT SIDE.

G. BOLT HEADS SHALL BE AGAINST BUNKER, ON BUNKER SIDE, AND THREAD/NUT

PORTION SHALL BE FACING OUTWARD, MINIMIZING GAP/AIR VOID AS STEEL

COLUMN BEARS AGAINST CONCRETE BUNKER FACE.

S-13 SUBSTITUTION OF EXPANSION ANCHORS FOR THROUGH BOLT ANCHORS SHOWN ON

THE DRAWINGS WILL NOT BE PERMITTED.

S-14 WELDING IS NOT PERMITTED.

STRUCTURAL STEEL (CONT'D)

S-15 PAINT AND PROTECTION:

A. STRUCTURAL STEEL, UNLESS INDICATED OTHERWISE, TO BE SHOP CLEANED

PER SSPC SP3 AND PAINTED ONE SHOP COAT OF PRIMER COMPATIBLE WITH

INTERMEDIATE AND TOP COATS OF PAINT SPECIFIED IN DIVISION 9. TOUCH UP

AFTER ERECTION.

B. EXPOSED STRUCTURAL STEEL TO RECEIVE PAINTED FINISH TO BE SHOP

CLEANED AND PRIME PAINTED PER THE SPECIFICATIONS. REFERENCE

ARCHITECTURE FOR FINISH PAINT SYSTEMS.

C. GALVANIZED FASTENERS AND ACCESSORIES TO BE HOT DIPPED GALVANIZED

PER ASTM A153/A153M.

D. REPAIR DAMAGE TO GALVANIZED COATINGS USING ASTM A780 ZINC RICH PAINT.

D. WOOD SPECIFICATIONS

1. WOOD NOTES

a. WOOD FRAMING MEMBERS: 50mm X 200mm WITH THE MINIMUM VALUES, FOR ALL

VALUES:

50mmx200mm (2”x8”) SHALL MEET ALL MINIMUM VALUES:

Fb (BENDING): 6032 kPA = 875psi F+ (TENSION PARALLEL TO GRAIN): 3100 kPa = 450psi Fv (SHEAR PARALLEL TO GRAIN): 930 kPa = 135psi Fc+ (COMPRESSION PERPENDICULAR TO GRAIN): 2930 kPa = 425psi Fc (COMPRESSION PARALLEL TO GRAIN): 7925 kPa = 1150psi E (MODULUS OF ELASTICITY): 9,652 MPa = 1,400,000psi Em (MODULUS OF ELASTICITY): 3,516 MPa = 510,000psi

TYPE DESCRIPTION

A 20D ZINC BOX NAIL

FASTENERS AND CLIPS ABBREVIATIONS FOR WOOD

d PENNY (NAIL SIZE)

(IN) INCHES

NS NAIL SPACING

ABOVE FINISHED

FLOOR

ANCHOR

APPROXIMATELY

ARCHITECTURAL

BEARING

CENTER LINE

CLEAR

COLUMN

CONNECTION

CONTINUOUS

DRAWING(S)

EACH

ELEVATION

EQUAL

FINISHED FLOOR

ELEVATION

FOOTING

HORIZONTAL

LONG

MAXIMUM

MINIMUM

NUMBER

NOT TO SCALE

ON CENTER

OPPOSITE

PLATE

REQUIRED

SCHEDULE

SIMILAR

SLOPE(D)

STANDARD

TOP OF FOOTING

TYPICAL

UNLESS OTHERWISE

NOTED

SHEAR

VERTICAL

AFF

AHR

APPROX

ARCH

BRG

CLR

COL

CONN

CONT

DWG(S)

ELEV

FFE

FTG

HORIZ

MAX

MIN

NO.

NTS

OPP

REQD

SCHED

SIM

STD

TOF

TYP

UON

VERT

SYMBOL DESCRIPTION

STRUCTURAL ABBREVIATIONS

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-001

N O

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

S-201

1 2 3 4 5

FACE OF BUNKER

600 860 600

(IF NEEDED)

VARIES

EX. BUNKER WIDTH

THRESHOLD WIDTH

(IF NEEDED)

MC1001

MC1002 (PLACED AT

COLUMN LINE 4 OR 5;

WHICHEVER IS OUTERMOST)

MC1002

WC1001WC1002 WC1003

WC1001

SD1001

EXPAND TO 5 COLUMNS IF WIDTH

OF EXISTING BUNKER REQUIRES

ADDITIONAL BULKHEAD WIDTH TO

ACCOMMODATE OPENING.

LA1001 (TYP)

LA1001

19 Ø ALL-THREAD

ROD; TWO HEAVY

NUTS EACH SIDE

S-401

BR1004

SIM

LA1001

BR1004

BR1002

BR1003

BR1002

BR1003

MC1002

19 Ø ALL-THREAD

ROD; TWO HEAVY

NUTS EACH SIDE

NOTE: IN-FILL BETWEEN COLUMNS

NOT SHOWN FOR CLARITY.

(1) 10mm (3/8") STEEL PLATE(2) 10mm (3/8")

STEEL PLATE

SAND BAG IN-FILLPLAIN CAST-IN-PLACE

CONCRETE IN-FILL

NOMINAL 50 x 200 (38 x 184)

LUMBER IN-FILL

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-101

O R

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 10S-101

1 FLOOR PLAN

PLAN NORTH

GRAPHIC SCALE

DIM. NOTE & NORTH

SCALE: 1 : 10S-101

2 IN-FILL OPTIONS - PLAN VIEW

1:10

1m0.2m 0.8m0.6m0.4m0m

1 2 3 4 5

EX. BUNKER

BR1001

13 Ø ALL-THREAD ROD BOLTED TO

BR1001 AND COLUMNS (8 TOTAL) -

SEE F-104/2 FOR SPACING DETAILS.

19 Ø THROUGH ROD BOLTED TO BR1001

AND EX. BUNKER (3 TOTAL) - SEE F-104/1

FOR SPACING DETAILS.

FRONT EDGE OF BUNKER

(3) BR1005; LENGTH

VARIES; CUT TO FILL

SPACE BETWEEN

COLUMNS

TOP OF STEEL COLS.

TOP OF BUNKER

WEB COLUMN

13 Ø ALL-THREAD ROD

BOLTED TO COLUMN

AND BR1001; TWO

HEAVEY NUTS PER SIDE

BR1005

19 Ø THROUGH ROD

BOLTED TO

BUNKER. SHIM WITH

WASHERS AS

NEEDED.

BR1001

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-102

R O

O F

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 10S-102

1 ROOF PLAN

SCALE: 1 : 5S-102

2 TOP BRACING DETAIL

1:10

1m0.2m 0.8m0.6m0.4m0m

PLAN NORTH

GRAPHIC SCALE

DIM. NOTE & NORTH

1:5

0.5m0.1m 0.4m0.3m0.2m0m

FINISHED GRADE

WC1001

MC1001, PLACED ON RIGID

GRADE

CONCRETE

BUNKER

BEYOND

IN-FILL NOT SHOWN

(IF NEEDED)

600600860600

DOOR OPENING

BULKHEAD WIDTH

(IF NEEDED)

S-201 TYP.

S-201

SD1001 - SEE

F-105 FOR

DOOR DETAILS

BOTTOM OF DOOR

HEADER

TOP OF STEEL COLS.

TOP OF BUNKER

1 2 3 4 5

VARIES

BUNKER WIDTH

WC1001 WC1002 WC1003

MC1002

BR1001

D O

O R

G H

H T

THRESHOLD WIDTH

(IF NEEDED)

EXPAND TO 5 COLUMNS IF WIDTH

OF EXISTING BUNKER REQUIRES

ADDITIONAL BULKHEAD WIDTH TO

ACCOMMODATE OPENING.

S-201

MC1002 (PLACED AT

COLUMN LINE 4 OR 5;

WHICHEVER IS OUTERMOST)

DH1001

BR1002

BR1003

KNEE BRACE ASSEMBLY

(PLACED AT COLUMN LINE 4

OR 5; WHICHEVER IS

OUTERMOST)

5189021

BR1005 BR1005

FINISHED GRADE

WC1001

MC1001

(2) 19 Ø (3/4") A325

STD. BOLT WITH

LA1001, TYP. - SEE

DETAILS 1, 2 & 3 ON

F-103 FOR SPACING.

(2) 19 Ø (3/4") A325 STD.

BOLT WITH LA1001, TYP -

SEE DETAILS 1, 2 & 3 ON

F-103 FOR SPACING.

FINISHED GRADE

WC1001

MC1001

(2) 19 Ø (3/4") A325 STD.

BOLT WITH 8MM PLATE,

TYP. - SEE DETAILS 1, 2 & 3

ON F-103 FOR SPACING.

(2) 19 Ø (3/4") A325 STD.

BOLT WITH 8MM PLATE,

TYP. - SEE DETAILS 1, 2 & 3

ON F-103 FOR SPACING.

26 152 25

LA1001

FINISHED GRADE

MC1002 -

LEG SUPPORT MC1001 -

THRESHOLD

LA1002

4511245

COLUMN WITH

CONNECTIONS,

BEYOND

(2) 19 Ø (3/4") A325

STD. BOLT - SEE

DETAILS 4, 5 & 6 ON

F-103 FOR SPACING.

(2) 19 Ø (3/4") A325

STD. BOLT - SEE

DETAILS 4, 5 & 6 ON

F-103 FOR SPACING.

BR1002 KNEE

BRACE

BR1003 ANGLE

(2) 13 Ø (1/2") A325

BOLTS - SEE DETAILS

4 - 9 FOR ON F-104 FOR

SPACING

(2) 13 Ø (1/2") A325

BOLTS - SEE DETAILS

4 - 9 FOR ON F-104 FOR

SPACING

FINISHED GRADE

(2) 19 Ø (3/4") A325

STD. BOLT - SEE

DETAILS 4, 5 & 6

FOR SPACING.

(2) 19 Ø (3/4") A325 STD.

BOLT - SEE DETAILS 4,

5 & 6 FOR SPACING.

LA1002

COLUMN

MC1001 - THRESHOLD

MC1002 - LEG

SUPPORT

EX. BUNKER

BR1002 KNEE

BRACE

BR1003 ANGLE

(2) 13 Ø (1/2") A325

BOLTS - SEE DETAILS

4 - 9 FOR ON F-104 FOR

SPACING

(2) 13 Ø (1/2") A325 BOLTS -

SEE DETAILS 4 - 9 FOR ON

F-104 FOR SPACING

BR1003 ANGLE

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-201

N S

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 10S-201

1 BULKHEAD ELEVATION

1:10

1m0.2m 0.8m0.6m0.4m0m

1:5

0.5m0.1m 0.4m0.3m0.2m0m

SCALE: 1 : 5S-201

2 TYPICAL BASE CONNECTION - ELEV

SCALE: 1 : 5S-201

3 TYPICAL BASE CONNECTION - SIDE VIEW

GRAPHIC SCALE

SCALE: 1 : 5S-201

4 TYPICAL LEG SUPPORT CONNECTION - ELEV

SCALE: 1 : 5S-201

5 TYPICAL LEG SUPPORT CONNECTION - SIDE VIEW

LA1001

(1) 19 Ø ALL-THREAD

ROD CONNECTING

BR1004 TO EX. BUNKER

(1) 19 MM (3/4") A325

BOLT CONNECTING

LA1001 TO BR1004

(2) 19 MM (3/4") A325

BOLTS CONNECTING

LA1001 TO MC1001

THRESHOLD

MC1001 THRESHOLD

S-401

BR1004

FINISHED GRADE

LA1001

(1) 19 Ø ALL-THREAD

ROD CONNECTING

BR1004 TO EX. BUNKER

(1) 19 MM (3/4") A325

BOLT CONNECTING

LA1001 TO BR1004

(2) 19 MM (3/4") A325

BOLTS CONNECTING

LA1001 TO MC1001

THRESHOLD

EX. BUNKER

MC1001

32 272

BR1004

FINISHED GRADE

S-401 EX. BUNKER

19 Ø ALL-THREAD ROD

CONNECTING BR1004

TO EX. BUNKER

(1) 19 MM (3/4") A325

BOLT CONNECTING

LA1001 TO BR1004

(2) 19 MM (3/4") A325

BOLTS CONNECTING

LA1001 TO MC1001

THRESHOLD

WC1001 (BEYOND)

MC1001

BR1004

LA1001

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-401

R G

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 5S-401

1 ENLARGED PLAN

SCALE: 1 : 5S-401

2 BULKHEAD TO BUNKER CONNECTION - SIDE VIEW

SCALE: 1 : 5S-401

3 BULKHEAD TO BUNKER CONNECTION - REAR VIEW

1:5

0.5m0.1m 0.4m0.3m0.2m0m

GRAPHIC SCALE

(MIRRORED ON OPPOSITE SIDE)

SP1002 BOLTED TO BACK

FLANGE OF COLUMNS

SP1002 SLID IN PLACE TO

FRONT FLANGE OF

COLUMNS

SP1001 BOLTED TO BACK

FLANGE OF COLUMNS

SP1001 SLID IN PLACE TO

FRONT FLANGE OF

COLUMNS

DOOR NOT SHOWN

PLAIN CAST-IN-PLACE

CONCRETE

CAST-IN-PLACE

CONCRETE

STEEL PLATE

CAST-IN-PLACE

CONCRETE

STEEL PLATE

DOOR NOT SHOWN

NOMINAL 50 x 200 (38 x 184) LUMBER

IN-FILL

O.C.

TYP. 38 MM

20D NAILS

(ALTERNATING LAYERS)

38 x 184 LUMBER

38 TYP. 38 MM O.C.

20D NAILS

38 x 184 LUMBER

NOTE: NOTCH LOWER BOARDS

AS NECESSARY TO ALLOW FOR

SNUG FIT AGAINST ANGLE

CONNECTION PLATES.

DOOR NOT SHOWN

SAND BAG IN-FILL

SP1002 BOLTED TO BACK

FLANGE OF COLUMNS

SP1001 BOLTED TO BACK

FLANGE OF COLUMNS

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-501

-F

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

S-501

1 STEEL & CONCRETE IN-FILL-ISO VIEW

SCALE: 1 : 5S-501

3 STEEL REINFORCING DETAIL - PLAN

SCALE: 1 : 5S-501

2 STEEL REINFORCING DETAIL - SECTION 1:5

0.5m0.1m 0.4m0.3m0.2m0m

GRAPHIC SCALE

S-501

4 WOOD IN-FILL-ISO VIEW

SCALE: 1 : 5S-501

5 NAIL PATTERN - 38x184 LUMBER IN-FILL

SCALE: 1 : 5S-501

6 NAIL PATTERN - 38x184 LUMBER IN-FILL ELEV

S-501

7 SAND BAG IN-FILL-ISO VIEW

NO IN-FILL SHOWN

SAND BAG IN-FILL

WOOD IN-FILLSTEEL AND CONCRETE IN-FILL

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

T D

C M

D R

E, W

C H

R , V

/2 0 2

S-901

3D V

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

49 115 485 115 745 115 485 115 46 439 115

(IF NEEDED)

(16 OR 20) 22 Ø PRE-DRILLED

HOLES ON TOP FACE FOR

COLUMN CONNECTIONS LENGTH OF MC1001 DEPENDENT ON OVERALL

WIDTH OF BULKHEAD; ONE CONTINUOUS

MEMBER BASED ON OVERALL LENGTH

REQUIRED. USE OF TWO SEPARATE MEMBERS

IS PROHIBITED.

(IF NEEDED)

F-101

77 5236 52 81

(2) 22 Ø PRE-DRILLED

HOLES ON FRONT FACE

(2) 22 Ø PRE-DRILLED HOLES ON

FRONT FACE - LOCATION OF LAST

TWO HOLES DEPENDENT ON

OVERALL WIDTH OF BULKHEAD

258 64 (2) 22 Ø PRE-DRILLED

HOLES ON REAR FACE

HOLES @ 64 MM O.C.

(7) 22 Ø PRE-

DRILLED

(IF NEEDED)

(7) ADD'L HOLES

52 81

64 75 64

22 Ø PRE-DRILLED

HOLES

22 Ø PRE-DRILLED

HOLES

75 52 76

(2) 22 Ø PRE-DRILLED

HOLES ON TOP FACE

(1) 14 Ø PRE-DRILLED

HOLE ON TOP FACE

75 52 76

F-101

22 Ø HOLES

14 Ø HOLE

(2) 22 Ø PRE-DRILLED

HOLES ON TOP FACE

63221

(1) 14 Ø PRE-

DRILLED HOLE ON

TOP FACE

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

F-101

C H

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

CHANNELS

PIECE NO. PART

MC1001

MC1002

THRESHOLD

LEG SUPPORT

QUANTITY

MATERIAL STOCK NO. OF PRE-DRILLED

HOLES

CUT PIECE FROM MATERIAL STOCK

GRADE A36 STEEL - MC200x33.9

29 (40)

SCALE: 1 : 10F-101

1 MC1001 THRESHOLD PLAN

SCALE: 1 : 10F-101

2 MC1001 FRONT ELEV

SCALE: 1 : 5F-101

3 MC1001 SECTION

SCALE: 1 : 10F-101

4 MC1002 LEG PLAN

SCALE: 1 : 5F-101

5 MC1002 FRONT ELEV

SCALE: 1 : 5F-101

6 MC1002 SECTION

1:10

1m0.2m 0.8m0.6m0.4m0m

GRAPHIC SCALE

196419

(2) 8 Ø PRE-DRILLED

HOLES ON REAR FLANGE

FOR STEEL IN-FILL PLATE

CONNECTION PER ROW

(1) 14 Ø PRE-

DRILLED HOLE ON

FRONT FLANGE

FOR KNEE BRACE

CONNECTION

O W

A T

M O

9 84 9

(2) 14x32 SLOTTED PRE-

DRILLED HOLES

6 190 6

70 64 69(2) 22 Ø PRE-DRILLED

HOLES FOR CONNECTION

TO CHANNEL BEAM; EACH

COLUMN

70 64 69

(2) 22 Ø PRE-DRILLED

HOLES FOR DOOR

HEADER CONNECTION;

WC1002

FLANGE PRE-

DRILLED HOLES

NOT SHOWN FOR

CLARITY

6 190 6

70 64 69

(2) 22 Ø PRE-

DRILLED HOLES FOR

CONNECTION TO

CHANNEL BEAM;

EACH COLUMN

FLANGE PRE-

DRILLED HOLES

NOT SHOWN FOR

CLARITY

196419

M M

O .C

O W

A T

M O

(2) 8 Ø PRE-DRILLED

HOLES ON BACK FLANGE

FOR STEEL IN-FILL

PLATE CONNECTION PER

ROW

(1) 8 Ø PRE-DRILLED

HOLES ON BACK FLANGE

FOR STEEL IN-FILL PLATE

CONNECTION PER ROW

(2) 14x32 SLOTTED PRE-

DRILLED HOLES 99

196419

(2) 8 Ø PRE-DRILLED

HOLES ON BACK FLANGE

FOR STEEL IN-FILL PLATE

CONNECTION PER ROW

(1) 8 Ø PRE-DRILLED

HOLES ON BACK FLANGE

FOR STEEL IN-FILL PLATE

CONNECTION PER ROW

O W

A T

M O

.C .1

(2) 14x32 SLOTTED PRE-

DRILLED HOLES

9 9 6 190 6

70 64 69

(2) 22 Ø PRE-DRILLED

HOLES FOR CONNECTION

TO CHANNEL BEAM; EACH

COLUMN

70 64 69

(2) 22 Ø PRE-DRILLED

HOLES FOR DOOR

HEADER CONNECTION;

WC1003

FLANGE PRE-

DRILLED HOLES

NOT SHOWN FOR

CLARITY

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

F-102

C O

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 5F-102

1 WC WEB COLUMN PLAN

SCALE: 1 : 10F-102

2 WC1001 FRONT ELEV

SCALE: 1 : 10F-102

5 WC1002 SECTION

SCALE: 1 : 10F-102

3 WC1001 SECTION

SCALE: 1 : 10F-102

4 WC1002 FRONT ELEV

1:5

0.5m0.1m 0.4m0.3m0.2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

SCALE: 1 : 10F-102

6 WC1003 FRONT ELEV

SCALE: 1 : 10F-102

7 WC1003 SECTION

W - WEB COLUMNS

PIECE NO. PART

WC1001

WC1002

WC1003

BULKHEAD COLUMN

BULKHEAD COLUMN -

DOOR SUPPORT NON-

HINGE SIDE

BULKHEAD COLUMN -

DOOR SUPPORT HINGE

SIDE

QUANTITY

MATERIAL STOCK NO. OF PRE-DRILLED

HOLES

CUT PIECE FROM MATERIAL STOCK

GRADE A992 STEEL - W200x19.3

GRAPHIC SCALE

KEY NOTES

1 PRE-DRILLED HOLES TO BE SIZED, SPACED, AND LOCATED

IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS.

44 32

(2) 22 Ø PRE-DRILLED

HOLES ON TOP FACE USING

19 MM BOLTS

(2) ANGLES PER

COLUMN AT BASE;

MIRRORED

(2) ANGLES PER

COLUMN AT BASE;

MIRRORED

22 Ø PRE-

DRILLED HOLES

44 64 44

(2) 22 Ø PRE-DRILLED

HOLES SIDE FACE USING 19

MM BOLTS

(2) 22 Ø PRE-DRILLED

HOLES ON TOP FACE USING

19 MM BOLTS

30 52 30

305230

(2) 22 Ø PRE-DRILLED

HOLES SIDE FACE USING 19

MM BOLTS

3122 Ø PRE-

DRILLED HOLES

(14) 8 Ø PRE-DRILLED

HOLES ON FRONT FACE

USING 6 MM BOLTS

VIEW NOT SHOWN IN

FINAL ORIENTATION. SEE

F-105/1 FOR ACTUAL

PLACEMENT.

50 14 HOLES SPACED @ 50 MM O.C. 50

19 45

8 Ø PRE-

DRILLED

HOLES

(8) 14 Ø PRE-DRILLED

HOLES ON BACK FACE

USING 13 MM BOLTS

44 76 76 76 76 76 76 76 44

(8) 14 Ø PRE-DRILLED

HOLES ON BACK FACE

44 76 76 76 76 76 76 76 44

LA1005 ANGLE - FLIPPED TOP

AND BOTTOM LOCATIONS -

SEE F-105 FOR PLACEMENT.

14 Ø PRE-

DRILLED HOLES

(8) 14 Ø PRE-DRILLED

HOLES ON BACK FACES

USING 13 MM BOLTS

44 76 76 76 76 76 76 76 44

(8) 14 Ø PRE-DRILLED

HOLES ON BACK FACE

44 76 76 76 76 76 76 76 44

(8) 14 Ø PRE-DRILLED

HOLES ON BACK FACE

14 Ø PRE-

DRILLED HOLES

(31) 8 Ø PRE-DRILLED

HOLES ON FRONT FACE

USING 6 MM BOLTS

VIEW NOT SHOWN IN

FINAL ORIENTATION. SEE

F-105/1 FOR ACTUAL

PLACEMENT.

50 31 HOLES SPACED @ 50 MM O.C. 50

8 Ø PRE-

DRILLED

HOLES

9 55

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

F-103

C O

N N

O N

A N

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

L - ANGLES

PIECE NO. PART

LA1001

LA1002

LA1003

LA1004

LA1005

LA1006

ANGLE CONNECTION

LEG SUPPORT

VERT. DOOR STIFFENER

HOR. DOOR STIFFENER

QUANTITY

MATERIAL STOCK NO. OF PRE-DRILLED

HOLES PER

CUT PIECE FROM MATERIAL STOCK

GRADE A36 STEEL - L76x76x10

GRADE A36 STEEL - L127x76x10

GRADE A36 STEEL - L64x64x5

GRADE A36 STEEL - 2L64x64x5

SCALE: 1 : 5F-103

1 LA1001 CONNECTION PLAN

SCALE: 1 : 5F-103

2 LA1001 FRONT ELEV

SCALE: 1 : 5F-103

3 LA1001 SECTION

SCALE: 1 : 5F-103

4 LA1002 LEG SUPPORT ANGLE PLAN

SCALE: 1 : 5F-103

5 LA1002 FRONT ELEV

SCALE: 1 : 5F-103

6 LA1002 SECTION

SCALE: 1 : 5F-103

7 LA1003 VERT. DOOR STIFFENER ELEV

SCALE: 1 : 5F-103

8 LA1003 SECTION

SCALE: 1 : 5F-103

11 LA1005 DOOR STIFFENER PLAN

SCALE: 1 : 5F-103

12 LA1005 FRONT ELEV

SCALE: 1 : 5F-103

13 LA1005 SECTION

1:10

1m0.2m 0.8m0.6m0.4m0m

GRAPHIC SCALE

1:5

0.5m0.1m 0.4m0.3m0.2m0m

SCALE: 1 : 5F-103

14 LA1006 DOOR STIFFENER PLAN

SCALE: 1 : 5F-103

15 LA1006 FRONT VIEW

SCALE: 1 : 5F-103

16 LA1006 SECTION

SCALE: 1 : 5F-103

9 LA1004 VERT. DOOR STIFFENER ELEV

SCALE: 1 : 5F-103

10 LA1004 SECTION

(2) 14x32 SLOTTED PRE-

DRILLED HOLES ON FRONT

FACE FOR THREADED RODS

PER COLUMN

616 540 540 616

(3) 22 Ø PRE-DRILLED

HOLES TO CONNECT TO

EX. BUNKER

EXTEND BR1001 IF

NECESSARY BASED ON

EXISTING BUNKER WIDTH

94 64 536 64 796 64 536 64 94

(2) 14x32 SLOTTED PRE-

DRILLED HOLES FOR

THREADED RODS PER COLUMN

(3) 22 Ø PRE-DRILLED

HOLES TO CONNECT TO

EX. BUNKER

EXTEND BR1001 IF

NECESSARY BASED ON

EXISTING BUNKER WIDTH

49 22 Ø PRE-

DRILLED HOLES

8 Ø PRE-

DRILLED HOLES

L76x76x10

(2) 14 Ø PRE-

DRILLED HOLES

L76x76x10(2) 14 Ø PRE-

DRILLED HOLES

L76x76x10 ANGLE;

ENDS CUT TO 45º

ANGLE

14 Ø PRE-

DRILLED HOLES

14 Ø PRE-

DRILLED HOLES

32 44

(2) 14 Ø PRE-DRILLED

HOLES ON TOP FACE USING

13MM BOLTS

L76x76x10 ANGLE

14 Ø PRE-

DRILLED HOLES

76 76

(1)14 Ø PRE-

DRILLED HOLES

L76x76x10 ANGLE

(2) 22 Ø PRE-DRILLED

HOLES

L76x76x10 ANGLE

(2) 22 Ø PRE-DRILLED

HOLES

22 Ø PRE-

DRILLED HOLES

L76x76x10 ANGLE

51 253 51

32 (2) 22 Ø PRE-

DRILLED HOLES

L76x76x10 ANGLE

(2) 22 Ø PRE-

DRILLED HOLES

CUT TO FILL BETWEEN COLUMNS

LENGTH VARIES

L76x76x6 ANGLE

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

F-104

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 10F-104

1 BR1001 TOP BRACING PLAN

BRACING

PIECE NO. PART

BR1001

BR1002

BR1003

BR1004

BR1005

TOP BRACING

KNEE BRACING

ANGLE

CONNECTION

BUNKER BRACING

IN-FILL ANGLE

QUANTITY

2 (IF

POSSIBLE)

3 (4)

MATERIAL STOCK NO. OF PRE-DRILLED

HOLES

CUT PIECE FROM MATERIAL STOCK

GRADE A36 STEEL - L76x76X10

GRADE A36 STEEL - L76x76X6

11 (14)

1:10

1m0.2m 0.8m0.6m0.4m0m

GRAPHIC SCALE

1:5

0.5m0.1m 0.4m0.3m0.2m0m

SCALE: 1 : 10F-104

2 BR1001 FRONT ELEV

SCALE: 1 : 5F-104

3 BR1001 SECTION

SCALE: 1 : 10F-104

4 BR1002 KNEE BRACING PLAN

SCALE: 1 : 10F-104

5 BR1002 FRONT ELEV

SCALE: 1 : 10F-104

6 BR1002 SIDE ELEV

SCALE: 1 : 5F-104

7 BR1003 KNEE BRACE ANGLE PLAN

SCALE: 1 : 5F-104

8 BR1003 FRONT ELEV

SCALE: 1 : 5F-104

9 BR1003 SIDE ELEV

SCALE: 1 : 5F-104

10 BR1004 BUNKER BRACING PLAN

SCALE: 1 : 5F-104

11 BR1004 FRONT ELEV

SCALE: 1 : 5F-104

12 BR1004 SIDE ELEV

SCALE: 1 : 5F-104

13 BR1005 IN-FILL BRACING PLAN

HINGE (3) TOTAL;

SEE SPECS

LA1006 (2 TOTAL)

SD1001 STEEL

DOOR

124 621 145

DH1001

LA1005 (2 TOTAL)

LA1003 (2

TOTAL)

LA1004 (1 TOTAL)

BOLTS SHALL NOT

OBSTRUCT DOOR FROM

BEARING FLUSH ON

STRUCTURAL STEEL.

LA1005 (2 TOTAL)

SD100116

DH1001

LA1006 (2 TOTAL)

LA1003 (2 TOTAL)

LA1004 (BEYOND - 1 TOTAL)

50 740 50

(2) 22 Ø PRE-DRILLED

HOLES (4 TOTAL)

(10) 14 Ø PRE-

DRILLED HOLES

HINGE (3) TOTAL;

SEE SPECS

(16) 14 Ø PRE-DRILLED

HOLES PER STIFFENER

ATTACHMENTS LA1005

(2 TOTAL)

SD1001 STEEL DOOR -

STIFFENERS NOT SHOWN

161 14 Ø @ 76 MM O.C. 190

95 680 115

(1) 14 Ø PRE-DRILLED

FOR CLAMPING

LEVER ASSEMBLY

(8) 14 Ø PRE-DRILLED

HOLES PER STIFFENER

ATTACHMENTS LA1004

(2 TOTAL)

H O

0M M

O .C

(1 3)

P R

E- D

H O

0M M

O .C

(1 3)

P R

E- D

H O

0M M

O .C

(3 2)

P R

E- D

50 740 50

22 Ø PRE-

DRILLED HOLES

22 Ø PRE-

DRILLED HOLES

(10) 14 Ø PRE-

DRILLED HOLES

2810 @ 76 MM O.C.28

69 65 69

22 Ø PRE-DRILLED HOLES

14 Ø PRE-

DRILLED HOLES

13 Ø ALL

THREAD ROD -

ASTM 449

STEEL DOOR

WEB COLUMN

(5) 13MM NUTS (3) 13MM WASHERS

(3) CLAMPING

LEVER HANDLES 13 Ø ALL

THREAD ROD -

ASTM 449

CLAMPING LEVER CLAMPING LEVER

13MM NUT

13MM WASHER 13MM WASHER

13MM NUT

STEEL DOOR WEB COLUMN

PLACE ADDITIONAL WASHERS

AS REQUIRED TO LOCK

INNERMOST CLAMPING LEVER

IN UPRIGHT POSITION.

OUTSIDE INSIDE

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

F-105

D O

O R

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

SCALE: 1 : 10F-105

1 SD1001 STEEL DOOR

DOOR

PIECE NO. PART

SD1001

WH1001

DH1001

STEEL DOOR

WEB HEADER

DOOR HANDLE ASSEMBLY

QUANTITY

MATERIAL STOCK NO. OF PRE-DRILLED

HOLES PER

CUT PIECE FROM MATERIAL STOCK

GRADE A36 STEEL - 10 THICK

GRADE A992 STEEL - W200x19.3

PER SPECIFICATIONS

SCALE: 1 : 10F-105

3 SD1001 SECTION

SCALE: 1 : 10F-105

4 WH1001 WEB DOOR HEADER

SCALE: 1 : 10F-105

2 SD1001 FRONT ELEV (STIFFENER NOT SHOWN)

SCALE: 1 : 10F-105

5 WH1001 FRONT ELEV

SCALE: 1 : 5F-105

6 WH1001 SECTION

1:5

0.5m0.1m 0.4m0.3m0.2m0m

1:10

1m0.2m 0.8m0.6m0.4m0m

GRAPHIC SCALE

KEY NOTES

1 PRE-DRILLED HOLES TO BE SIZED, SPACED, AND LOCATED

IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS.

SCALE: 1 : 5F-105

7 DOOR HANDLE - ASSEMBLED

SCALE: 1 : 5F-105

8 DOOR HANDLE - EXPLODED

(1) 10mm (3/8") STEEL

PLATE - SEE DETAIL 2/

F-106 FOR PRE-DRILLED

HOLE LOCATIONS

(1) 10mm (3/8")

STEEL PLATE

Ø H

M O

(2) 8 Ø PRE-DRILLED

HOLES PER ROW FOR

CONNECTION TO

COLUMN FLANGES

19 19

(1) 10mm (3/8") STEEL

PLATE - SEE DETAIL 4/

F-106 FOR PRE-DRILLED

HOLE LOCATIONS

50 730 49

(1) LA1007 STIFFENER

PER SP1002

(1) 10mm (3/8")

STEEL PLATE

19 791 19

HOLES @ 76 MM O.C.

(10) 14 Ø PRE-DRILLED 72

M O

(5 ) 8

Ø P

R E-

D R

D H

23 76 76 76 76 76 76 76 76 76 23

(11) 14 Ø PRE-DRILLED

HOLES ON BACK FACE

(11) 14 Ø PRE-DRILLED

HOLES ON BACK FACE

US Army Corps of Engineers ®

SHEET ID

S O

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

C M

D R

E, W

C H

R , V

/2 0 2

F-106

W O

E B.

M . W

U S

.S . A

R M

Y C

O M

D . H

, C H

100% DESIGN FOR CONSTRUCTION

R O

CHANNELS

PIECE NO. PART

SP1001

SP1002

LA1007

STEEL PLATE

PLATE STIFFENER

QUANTITY

2 (3)

MATERIAL STOCK NO. OF PRE-DRILLED

HOLES

CUT PIECE FROM MATERIAL STOCK

GRADE A36 STEEL - 10 THICK

GRADE A36 STEEL - 2L64x64x5

SCALE: 1 : 10F-106

1 SP1001 STEEL PLATE

SCALE: 1 : 10F-106

2 SP1001 FRONT ELEV

SCALE: 1 : 10F-106

3 SP1002 STEEL PLATE

SCALE: 1 : 10F-106

4 SP1002 FRONT ELEV (STIFFENER NOT SHOWN)

SCALE: 1 : 5F-106

6 LA1007 FRONT ELEV

1:10

1m0.2m 0.8m0.6m0.4m0m

GRAPHIC SCALE

GENERAL

GI001 - COVER SHEET

GI002 - INDEX OF DRAWINGS

STRUCTURAL

S-001 - GENERAL NOTES

S-101 - FLOOR PLAN

S-102 - ROOF PLAN

S-201 - ELEVATIONS

S-401 - ENLARGED PLAN

S-501 - IN-FILL DETAILS

S-901 - 3D VIEW RENDERINGS

FABRICATION

F-101 - CHANNEL

F-102 - COLUMN

F-103 - CONNECTION ANGLES

F-104 - BRACING

F-105 - DOOR

F-106 - STEEL PLATES

File details come from the government source that posted it. Updated Jul 23, 2021.