W9128A-19-R-0014_Drawings_-_Package_1_(Part_3_of_11).pdf

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

H

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W A

II

R E

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

I

C H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

N

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

T

F

IL

E N

A M

E

12:49:40 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

LIGHT GAUGE STEEL CONSTRUCTION AND CONNECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.2, 1705.11.2, 1705.11.3, UFC 4 023 03

TASK INSPECTION

TYPE

DESCRIPTION

1. TRUSSES SPANNING 60-

FEET OR GREATER

WHERE/IF APPLIES

PERFORM VERIFY THAT TEMPORARY AND PERMANENT TRUSS

RESTRAINT/BRACING IS INSTALLED IN ACCORDANCE WITH

APPROVED TRUSS SUBMITTAL PACKAGE.

OBSERVE VERIFY PROPER WELDING OPERATIONS, SCREW

ATTACHMENT, BOLTING, ANCHORING AND OTHER

FASTENING OF COMPONENTS WITHIN THE PROGRESSIVE

COLLAPSE RESISTING SYSTEM, INCLUDING HORIZONTAL TIE

FORCE ELEMENTS, VERTICAL TIE FORCE ELEMENTS AND

BRIDGING ELEMENTS (UFC 4 023 03).

COLD-FORMED STEEL

(PROGRESSIVE

COLLAPSE RESISTING

SYSTEM WHERE/IF

APPLIES)

4.

LIGHT GAUGE STEEL FRAMING AND/OR LIGHT GAUGE TRUSSES

CONSTRUCTION SPECIAL INSPECTION

2. OBSERVE VISUALLY INSPECT ALL WELDS COMPOSING PART OF THE

MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM,

INCLUDING SHEARWALLS, BRACES, COLLECTORS (DRAG

STRUTS), AND HOLD-DOWNS.

WELDED CONNECTIONS

(SEISMIC AND/OR WIND

RESISTING SYSTEM)

3. VISUALLY INSPECT ALL SCREW ATTACHMENT, BOLTING,

ANCHORING AND OTHER FASTENING OF COMPONENTS

WITHIN THE MAIN WIND OR SEISMIC FORCE RESISTING

SYSTEM, INCLUDING ROOF DECK, ROOF FRAMING, EXTERIOR

WALL COVERING, WALL TO ROOF/FLOOR CONNECTIONS,

BRACES, COLLECTORS (DRAG STRUTS) AND HOLD-DOWNS.

CONNECTIONS (SEISMIC

AND/OR WIND RESISTING

SYSTEM)

OBSERVE

STEEL INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: TABLE C-N5.4-1

TASK INSPECTION

TYPE

DESCRIPTION

1. VERIFY THAT THE

WELDING PROCEDURES

SPECIFICATION (WPS) IS

AVAILABLE

PERFORM

THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL

MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED

A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED,

SHALL BE THE LOW-STRESS TYPE.

WELDER IDENTIFICATION

SYSTEM

4.

STEEL – WELDING SECTION

2. VERIFY MANUFACTURER

CERTIFICATIONS FOR

WELDING CONSUMABLES

ARE AVAILABLE

3. TYPE AND GRADE.VERIFY MATERIAL

IDENTIFICATION

PERFORM

- JOINT PREPARATION

- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE,

BEVEL)

- CLEANLINESS (CONDITION OF STEEL SURFACES

- TACKING (TACK WELD QUALITY AND LOCATION)

- BACKING TYPE AND FIT (IF APPLICABLE)

FIT-UP OF GROOVE

WELDS (INCLUDING

JOINT GEOMETRY)

5. OBSERVE

PERFORM

PERFORM

CONFIGURATION AND

FINISH OF ACCESS HOLES

6. OBSERVE

- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

- CLEANLINESS (CONDITION OF STEEL SURFACES)

- TACKING (TACK WELD QUALITY AND LOCATION)

FIT-UP OF FILLET WELDS7. OBSERVE

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: TABLE C-N5.4-2

TASK INSPECTION

TYPE

DESCRIPTION

WELDING BY WELDERS, WELDING OPERATORS, AND TACK

WELDERS WHO ARE QUALIFIED IN CONFORMANCE WITH

REQUIREMENTS.

USE OF QUALIFIED

WELDERS

8. PERFORM

- PACKAGING

- ELECTRODE ATMOSPHERIC EXPOSURE CONTROL

CONTROL AND HANDLING

OF WELDING

CONSUMABLES

9. OBSERVE

NO WELDING OVER

CRACKED TACK WELDS

10. OBSERVE

ENVIRONMENTAL

CONDITIONS

11. OBSERVE - WIND SPEED WITHIN LIMITS

- PRECIPITATION AND TEMPERATURE

WELDING PROCEDURES

SPECIFICATION

FOLLOWED

12. OBSERVE - SETTINGS ON WELDING EQUIPMENT

- TRAVEL SPEED

- SELECTED WELDING MATERIALS

- SHIELDING GAS TYPE/FLOW RATE

- PREHEAT APPLIED

- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

- PROPER POSITION (F, V, H, OH)

- INTERMIX OF FILLER METALS AVOIDED

WELDING TECHNIQUES13. OBSERVE - INTERPASS AND FINAL CLEANING

- EACH PASS WITHIN PROFILE LIMITATIONS

- EACH PASS MEETS QUALITY REQUIREMENTS

WELDS CLEANED14. OBSERVE

SIZE, LENGTH, AND

LOCATION OF ALL WELDS

15. PERFORM SIZE, LENGTH, AND LOCATION OF ALL WELDS CONFORM TO

THE REQUIREMENTS OF THE DETAIL DRAWINGS.

WELDS MEET VISUAL

ACCEPTANCE CRITERIA

16. PERFORM

AND

DOCUMENT

- CRACK PROHIBITION

- WELD/BASE-METAL FUSION

- CRATER CROSS SECTION

- WELD PROFILES

- WELD SIZE

- UNDERCUT

- POROSITY

ARC STRIKES17. PERFORM

K-AREA18. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES

OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA,

VISUALLY INSPECT THE WEB K-AREA FOR CRACKS.

19.REPAIR ACTIVITIES

20.

PERFORM

AND

DOCUMENT

DOCUMENT

ACCEPTANCE OR

REJECTION OF WELDED

JOINT OR MEMBER

PERFORM

PERFORM

SPECIAL INSPECTION SCHEDULES, CONT

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 341-10: TABLES J8-1 & J10-1

TASK INSPECTION

TYPE

DESCRIPTION

1. ANCHOR RODS AND

OTHER EMBEDMENTS

SUPPORTING

STRUCTURAL STEEL

PERFORM VERIFY THE DIAMETER, GRADE, TYPE, AND LENGTH OF THE

ANCHOR ROD OR EMBEDDED ITEM, AND THE EXTENT OR

DEPTH OF EMBEDMENT PRIOR TO PLACEMENT OF

CONCRETE.

STEEL - OTHER INSPECTIONS SPECIAL INSPECTION

2. OBSERVE VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE

CONSTRUCTION DOCUMENTS, SUCH AS BRACES,

STIFFENERS, MEMBER LOCATIONS AND PROPER

APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

FABRICATED STEEL OR

ERECTED STEEL FRAME

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: TABLE C-N5.6-1

TASK INSPECTION TYPE

1. MANUFACTURE’S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS PERFORM

2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OBSERVE

3. PROPER FASTENERS SELECTED FOR JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF

THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)

OBSERVE

6. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER

COMPONENTS

OBSERVE

7. FASTENER ASSEMBLIES OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED

OBSERVE

8. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING

OPERATION

OBSERVE

9. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: TABLE C-N5.6-3

TASK INSPECTION TYPE

11.DOCUMENT ACCEPTANCE OR REJECTION OF ALL BOLTED CONNECTIONS DOCUMENT

STEEL – BOLTING SECTION

4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE

5. CONNECTING ELEMENTS, INCLUDING APPROPRIATE FAYING SURFACE CONDITION

AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

OBSERVE

10.BOLTS ARE PRETENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE

EDGES

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: TABLE C-N5.6-2

TASK INSPECTION TYPE

OBSERVE

INSPECTION DEFINITIONS:

PERFORM THESE TASKS FOR EACH WELD, FASTENER OR BOLTED CONNECTION, AND

NOTED VERIFICATION.

OBSERVE THESE ITEMS RANDOMLY DURING THE COURSE OF EACH WORK DAY TO

INSURE THAT APPLICABLE REQUIREMENTS ARE BEING MET. OPERATIONS NEED NOT

BE DELAYED PENDING THESE INSPECTIONS AT CONTRACTOR’S RISK.

DOCUMENT, WITH A REPORT, THAT THE WORK HAS BEEN PERFORMED IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS IS IN ADDITION TO ANY

OTHER REPORTS REQUIRED IN THE SPECIAL INSPECTIONS GUIDE SPECIFICATION.

CONSTANT MONITORING OF IDENTIFIED TASKS BY A SPECIAL INSPECTOR OVER THE

DURATION OF PERFORMANCE OF SAID TASKS.

PERFORM:

OBSERVE:

DOCUMENT:

CONTINUOUS:

P T

IO

N A

L V

A L

U E s b -B

S -0

.d g n

U T

H E

R

B H

J

S-021

P

E C

IA

L I

N S

P E

C T

IO

N N

O T

E S

B131/CUP

D M

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:43 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

MINIMUM METAL DECK SECTION

PROPERTIES

I

(IN. )

THICKNESS

(GAGE)

DECK

TYPE

ROOF 20 0.231

-S

(IN. )

+S

(IN. )

COMPOSITE

0.230 NO0.237

NOTES:

1. PROVIDE INTERLOCKING METAL ROOF DECK

FOR SCREW FASTENED SIDELAP

ATTACHMENTS.

METAL DECK NOTES:

1. METAL DECK AND ACCESSORIES SHALL BE FORMED FROM STEEL

SHEETS CONFORMING TO ASTM 653 SQ GRADE 33 MINIMUM YIELD

STRENGTH 38 KSI WITH G60 GALVANIZED COATING.

2. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2 INCHES.

3. DECK SHALL BE CONTINUOUS OVER 2 SPANS MINIMUM AND OVER 3

SPANS WHERE PERMITS.

SUPPORT

CONNECTION

TRUSS

SUPPORT

PERIMETER

SUPPORT

PARALLEL TO

DECK

SIDE SEAM

CONNECTION

DECK FASTENING SCHEDULE

DECK

PERPENDICULAR

# PER

SHEET

CONNECTIONDECK TYPE

ROOF

#12

SCREWS

DECK

PARALLEL

SPACINGCONNECTION

SIDELAP

ATTACHMENT

CONNECTION SPACING

#10

SCREWS

12"

NOTES:

1.

#12

SCREWS

6"2 1/2 "3 1/2 "

/2

36"

A1

METAL DECK FASTENING DETAIL

NOT TO SCALE

C1

METAL ROOF DECK PROFILE

NOT TO SCALE

SHEET

36" WIDE

SHEET

36" WIDE

SCREWS SHALL BE SDI RECOGNIZED SCREWS.

OF 5/16" AND THICKNESS OF 0.05".

ACCORDANCE WITH ASTM C1513 WITH A MINIMUM WASHER DIAMETER

#10 SCREWS SHALL BE SELF-DRILL, SELF-TAPPING SCREWS IN

2.

6"

F1

SECTION

1 1/2" = 1'-0" F3

SECTION

1 1/2" = 1'-0" F6

SECTION

1 1/2" = 1'-0"

(4) 5/8" Ø THREADED

ROD DRILL & EPOXY

INTO CMU WALL, TYP

CLOF L6 x 6

3/16"

L6 x 6

3-SIDES

L4 x 4 DIAG

CLOF L4 x 4

3/16"

TYP

WORKPOINT

F6

S-010

L4 x 4 BEYOND

F3

S-010

L6 x 6

L4 x 4

3/16"

TYP

3/8" THICK

STEEL PLATE

(2) 5/8" Ø A325-N

BOLT

3/8" THICK

STEEL PLATE

OUTLINE

OF ANGLE

CLOF ANGLE

EMBED

6" MIN

2'-0" MAX

2" M

IN

/2

M

IN

/2

/2

3"1/2"

1 1/2" 1 1/2"

8"2", TYP

600S162 - BOTTOM

CHORD

(2) 5/8" Ø A307

BOLT SPACED

3" APART

L4 x 4 x 3/16" x 6"

LONG CLIP

BOTTOM OF

TRUSS

NOTE:

PROVIDE L4 x 4 CLIP AT PIPE SUPPORTS

SEE MECH DWGS FOR PIPE LOCATIONS

C8

SECTION

1 1/2" = 1'-0"

P T

IO

N A

L V

A L

U E s b -B

S -0

.d

E

R

B H

S-030

BLDG CUP

T Y

P

IC

A L D

E T

A

IL

S

D M

LAP

SHEETS

2" MIN

LAP DECK

SHEETS

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:44 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

TO REMAIN

(E) FOOTING

TO REMAIN, TYP

(E) CMU WALL

TO BE REMOVED

(E) CMU SILL

TYP

TO REMAIN,

STAIR WELL

(E) CONC

TYP

TO BE REMOVED,

(E) CMU WALL

DEMOLITION NOTES LEGEND

SEE ARCH DWGS

REMOVE (E) WINDOW,

SLAB-ON-GRADE

REMOVE (E) CONC

TO REMAIN, TYP

(E) STEEL COLUMN

TO REMAIN,TYP

(E) STEEL COLUMN

(E) METAL DECK

CMU WALL, DO NOT DAMAGE

REMOVE (E) FULL-HEIGHT

TYP

TO BE REMOVED,

(E) CMU WALL

ARM'S VAULT

(E) CMU WALL FOR

PARTIALLY DEMO

SLAB-ON-GRADE

REMOVE (E) CONC

SLAB-ON-GRADE

REMOVE (E) CONC

ARM'S VAULT

(E) CMU WALL FOR

PARTIALLY DEMO

4. SEE MECHANICAL DRAWINGS FOR PLUMBING LOCATIONS.

3. FOR ADDITIONAL DEMOLITION NOTES, SEE S001.

SAFETY DWGS.

2. FOR FIRE LINE WALL PENETRATIONS, SEE FIRE PROTECTION/LIFE

1. FOR FLOOR PENETRATIONS , SEE MECH, ELEC & ARCH DWGS.

SLAB-ON-GRADE

REMOVE (E) 4" CONC

SD501

SD501

1/16"=1'-0" A1

FOUNDATION DEMOLITION PLAN

A1

A8

SD502

A1

A6

SD501

A8

SD502

SD501

A1

A8

SD502

SD501

A1

SLAB-ON-GRADE

REMOVE (E) CONC

INDICATES EXISTING FOOTING TO REMAIN

PARTIALLY-GROUTED CMU WALL TO REMAIN

INDICATES EXISTING FULL - HEIGHT

BE REMOVED. COORDINATE WITH NEW WORK.

INDICATES EXISTING CMU WALL AND CONC SLAB TO

P T

IO

N A

L V

A L

U E s b -B

S

D .d

T

H E

R

B H

J A

SD10132'8'0 16'

F

IR

S T F

L O

O R D

E M

O L

IT

IO

N P

L

BLDG 131

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

A

B

C

D

E

A1

SD401

PLAN

NORTH

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:46 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

TO REMAIN, TYP

(E) CMU WALL

SOLID PLANK TO REMAIN

(E) PRESTRESSED

TYP

TO BE REMOVED,

(E) CMU WALL

DEMOLITION NOTES LEGEND

TYP

TO BE REMOVED,

(E) CMU WALL

4. SEE MECHANICAL DRAWINGS FOR PLUMBING LOCATIONS.

3. FOR ADDITIONAL DEMOLITION NOTES, SEE S001.

SAFETY DWGS.

2. FOR FIRE LINE WALL PENETRATIONS, SEE FIRE PROTECTION/LIFE

1. FOR FLOOR PENETRATIONS , SEE MECH, ELEC & ARCH DWGS.

1/16"=1'-0" A1

FIRST FLOOR FRAMING DEMOLITION PLAN - UEPH

PARTIALLY-GROUTED CMU WALL TO REMAIN

INDICATES EXISTING FULL - HEIGHT

BE REMOVED.

INDICATES EXISTING CMU WALL AND CONC SLAB TO

OPEN TO BELOW

SEE ARCH DWGS AND

AND (E) SILL BELOW,

REMOVE (E) WINDOW

A4

SD511

P T

IO

N A

L V

A L

U E s b -B

S

D .d

T

H E

R

B H

J

SD10232'8'0 16'

BLDG 131

IR

S T F

L O

O R D

E M

O L

IT

IO

N P

L A

N U

E P

H

D M

A6

SD401

PLAN

NORTH

C

D

E

B

6 7 8 9 10 11 12 13 14 15 16

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:48 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

(E) CMU WALL

TO REMAIN, TYP

(E) PRESTRESSED

SOLID PLANK TO REMAIN

DEMOLITION NOTES LEGEND

REMOVE (E)

6" CMU NON-

STRUCTURAL WALL,

TYP

1. FOR FLOOR PENETRATIONS, SEE MECH, ELEC, AND ARCH DWGS.

2. FOR FIRE LINE WALL PENETRATIONS, SEE FIRE PROTECTION/LIFE

SAFETY DWGS.

3. FOR ADDITIONAL DEMOLITION NOTES, SEE S001.

FULL HEIGHT (E) CMU

WALL TO BE REMOVED,

TYP

F1

SD501

F1

SD501

REMOVE (E) WINDOW

AND (E) SILL BELOW,

SEE ARCH DWGS AND A4

SD511

REMOVE (E) C6 X FLAT

BEAM AND L2 X 2 BRACING

TYPICAL AT ALL CMU/CONC

INFILL LOCATIONS, SEE S-101

REMOVE (E) C6 X FLAT

BEAM AND L2 X 2 BRACING

TYPICAL AT ALL CMU/CONC

INFILL LOCATIONS, SEE S-101

INDICATES EXISTING CMU WALL AND CONC SLAB TO

BE REMOVED. COORDINATE WITH NEW WORK.

INDICATES EXISTING FULL - HEIGHT

PARTIALLY-GROUTED CMU WALL TO REMAIN

E8

SD502

D1

SD511

OH

E8

SD502

D1

P T

IO

N A

L V

A L

U E s b -B

S

D .d

T

H E

R

B H

J

SD10332'8'0 16'

C O

N D F

L O

O R F

R A

M

IN

G D

E M

O L

IT

IO

N P

L A

N U

E P

H

1/16"=1'-0" A1

SECOND FLOOR FRAMING DEMOLITION PLAN - UEPH BLDG 131

D M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

A

B

C

D

E

A6

SD401

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:50 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

(E) CMU WALL

TO REMAIN, TYP

(E) CMU WALL

TO BE REMOVED,

TYP

(E) PRESTRESSED

SOLID PLANK TO REMAIN

DEMOLITION NOTES LEGEND

INDICATES EXISTING CMU WALL TO

BE REMOVED.

INDICATES EXISTING FULL - HEIGHT

PARTIALLY-GROUTED CMU WALL TO REMAIN

REMOVE (E)

6" CMU NON-

STRUCTURAL WALL,

TYP

1. FOR FLOOR PENETRATIONS, SEE MECH, ELEC, & ARCH DWGS.

2. FOR FIRE LINE WALL PENETRATIONS, SEE FIRE PROTECTION/LIFE

SAFETY DWGS.

3. FOR ADDITIONAL DEMOLITION NOTES, SEE S001.

A4

SD511

REMOVE (E) WINDOW

AND (E) SILL BELOW,

SEE ARCH DWGS AND

P T

IO

N A

L V

A L

U E s b -B

S

D .d

T

H E

R

B H

J

SD10432'8'0 16'

IR

D F

L O

O R F

R A

M

IN

G D

E M

O L

IT

IO

N P

L A

N U

E P

H

1/16"=1'-0" A1

THIRD FLOOR FRAMING DEMOLITION PLAN - UEPH BLDG 131

D M

4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

B

C

D

E

A6

SD401

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:52 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

A1

ENLARGED DEMOLITION FOUNDATION PLAN

1/4"=1'-0"

A6

ENLARGED DEMOLITION FLOOR FRAMING PLAN

1/4"=1'-0"

P T

IO

N A

L V

A L

U E s b -B

S

D .d

T H E

R

T H E

R

SD401

BLDG 131

E N

L A

R G

E D U

N

IT

D

E M

O L

IT

IO

N F

L O

O R P

L A

N

D M

GRID GRID

GRID

GRID

GRID

GRID

GRID GRID

GRID

GRID

GRID

GRID

DEMOLITION NOTES

3. FOR ADDITIONAL DEMOLITION NOTES, SEE S001.

SAFETY DWGS.

PROTECTION/LIFE

2. FOR FIRE LINE WALL PENETRATIONS, SEE FIRE

ARCH DWGS.

1. FOR FLOOR PENETRATIONS SE LOCATION, SEE MECH &

LEGEND

INDICATES EXISTING FOOTING TO REMAIN

PARTIALLY-GROUTED CMU WALL TO REMAIN

INDICATES EXISTING FULL - HEIGHT

BE REMOVED.

INDICATES EXISTING CMU WALL TO

A1

SD511

F1

SD511

A1

SD511

A1

SD511

F1

SD511

A1

SD511

A1

SD511

A1

SD511

A1

SD511

A1

SD511

F4

SD511

F4

SD511

F4

SD511

F4

SD511

A4

SD511 SD511

A4OH

SD511

A4

SD511

A4OH

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

0 4' 8'2'

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:53 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

(E) CMU WALL

DOWEL @ 48"O.C.

PRESERVE (E) #4

SLAB-ON-GRADE

REMOVE (E) 4" CONC

GRADE

FINISH

CONCRETE SILL

DEMOLISH (E)

(E) CMU WALL

(E) CMU WALL

REMOVE

M

IN

EXIST CMU WALL

A8

SECTION AT WALL DEMO

3/4" = 1'-0"A1

SECTION

3/4" = 1'-0"

A4

SECTION AT CMU INFILL

NOT TO SCALE

EXIST TRUSS

EXIST STEEL BEAM

REMOVE EXIST L2X2 BRACING

REMOVE EXIST C6 X FLAT

FLOOR

FINISH

GRADE

FINISH

(E) CMU WALL

PIPING/CONDUIT. SEE

MECH/ELEC DWG.

SEE C1/S-009 FOR

PENETRATION

DETAIL

SEE A1/SD501

NOTE:

CONTRACTOR SHALL BE

RESPONSIBLE FOR

MAINTAINING ALL TRENCH

SLOPES BY SHORING AS

REQUIRED

E4

SECTION AT WALL PENETRATION

3/4" = 1'-0"

F1

SECTION

3/4" = 1'-0"

GRADE

FINISH

FLOOR

FINISH

FLOOR

FINISH

SHORE FRAMING

AS REQUIRED

A6

SECTION AT NEW DOOR

NOT TO SCALE

GRADE

FINISH

(E) CMU WALL

FLOOR

FINISH

A6

S-007

REBAR PER

PATCH EXPOSED

CMU WALL

DEMOLISH (E)

TOP OF FLOOR

(E) 8" CMU WALL

MAINTAIN (E) REBAR

WHERE OCCURS

(E) TRUSS,

AS REQUIRED

SHORE TRUSS

CMU WALL

P T

IO

N A

L V

A L

U E s b -B

S

D .d

E

R

B H

J A

SD501

BLDG 131

D E

T A

IL

S

A D

M

IN

T Y

P

IC

A L D

E M

O L

IT

IO

N S

E C

T

IO

N S A

N D

D M

F9 NOT TO SCALE

WALL ELEVATION - ADMIN

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:56 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

A8

SECTION

3/4" = 1'-0"

GRADE

FINISH

V

R

IF

Y

(E) CMU WALL

REMOVE

TO REMAIN

EXIST CMU WALL

3'-0" MIN

COORD WITH A1

S-503

E8

SECTION

3/4" = 1'-0"

TEMP SHORE

PRESERVE EXIST

LEDGER ANGLE

EXIST METAL

ROOFING

EXIST Z-PURLINS

CMU WALL

DEMOLISH EXIST

P T

IO

N A

L V

A L

U E s b -B

S

D .d

E

R

B H

J A

SD502

BLDG 131

D E

T A

IL

S

A D

M

IN

T Y

P

IC

A L D

E M

O L

IT

IO

N S

E C

T

IO

N S A

N D

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:57 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

E8

SECTION

3/4" = 1'-0"

DEMOLISH 6" CMU

PRESERVE (E) #4

TOP BAR @ 32" O.C.

(E) CONC TOPPING

(E) PRESTRESSED

PLANK

UEPH SECOND

AND THIRD FLOOR

UEPH FIRST FLOOR

TEMP SHORING

TEMP SHORING

DEMOLISH 6" CMU

PRESERVE (E)

VERT #4 @ 24" O.C.

PRESERVE (E)

BOND BEAM

(E) CONC TOPPING

(E) PRESTRESSED

PLANK

NOTE: SEE A9

S-512

UEPH FIRST FLOOR

(E) CONC TOPPING

OVER PRESTRESSED

PLANK

(E) 8" CMU WALL

TOP OF FLOOR

(E) 6" CMU WALL

(E) CONCRETE

BEAM

(E) 6" CMU

WALL

A1

(TYP INTERIOR AT CRAWL SPACE)

WALL ELEVATION

1/2"=1'-0" A4

NEW WINDOW ELEVATION - UEPH

1/2"=1'-0"

E8

SD511

DEMOLISH 8" CMU WALL

DEMOLISH (E)6"

CMU WALL

FINISH GRADE, WHERE

OCCURS

D1

CONCRETE TOPPING DEMO SECTION

1/2"=1'-0"

(E) CMU WALL

DEMOLTION PORTION OF (E)

CONC TOPPING. DO NOT DAMAGE

(E) PRESTRESSED PLANK

(E) CONC TOPPING

OVER PRESTRESSED

PLANK

TOPPING

THICKNESS

TOP OF FLOOR

MAINTAIN (E) REBAR,

24" MIN

(E) CONC TOPPING

OVER PRESTRESSED

PLANK

(E) 8" CMU WALL

(E) CONC TOPPING

OVER PRESTRESSED

PLANK

BOT OF CEILING

TOP OF FLOOR

MAINTAIN (E) REBAR,

24" MIN

F1

WALL ELEVATION (TYP INTERIOR)

1/2"=1'-0" F4

WALL ELEVATION

1/2"=1'-0"

E8

SD511

E8

P T

IO

N A

L V

A L

U E s b -B

S

D .d

E

R

B H

J A

SD511

BLDG 131

D E

T A

IL

S

U E

P H

T Y

P

IC

A L D

E M

O L

IT

IO

N S

E C

T

IO

N S A

N D

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:49:59 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

NON STRUCTURAL

STUD WALL,

SEE ARCH DWGS

LEGEND

REFERENCE DRAWINGS:

SLAB ON GRADE NOTES:

CJ

CJ

CJ

CJ

5" CONC SLAB ON-GRADE

W/ #4 AT 12" EA WAY 5" CONC SLAB

ON-GRADE

W/ #4 AT 12"

EA WAY

6" THICK CONC

SLAB-ON-GRADE

W/ #4 @ 8" E.W.

6" THICK CONC

SLAB-ON-GRADE

W/ #4 @ 8" E.W.

A4

S-501

A1

S-503

A4

S-503

A6

S-501

WF-2

8" THK REINF CONC

WALL, SEE A1/S-503

WF-2

EXPANSION JOINT,

SEE C8/S-008

7-5/8" THK REINF CONC

WALL, SIM TO A1/S-503

8" THK REINF CONC

WALL, SEE A1/S-503

7-5/8" THK REINF CONC

WALL, SIM TO A1/S-503

EXPANSION JOINT,

SEE C8/S-008

(E) FOOTING,

LEAVE IN PLACE

E7

S-501

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES ARMS VAULT S.O.G.

INDICATES 5" CONC S.O.G.

8" CMU

INFILL WALL

WF-1

WF-1

W F -1

W F -1

WF-2

WF-2

WF-2

WF-4

W F -3

W F -3

WF-4

WF-4

WF-2

WF-2

WF-2

WF-1

WF-1

W F -1

W F -1

8" CMU

INFILL WALL

INDICATES DEPRESSED SLAB,

SEE ARCHITECTURAL DRAWINGS

6" CONC

CURB

6" CONC

CURB

A1

S-501

S-510

A1

A1

S-510

SB501

A6 OH

MECH EQUIPMENT,

SEE MECH DWG.

EQUIPMENT PAD,

SEE A1/S-005

EQUIPMENT PAD,

SEE A1/S-005

MECH EQUIPMENT,

SEE MECH DWG.

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

W F

-3WF-4

BOOTWASH

SEE CIVIL DWGS

BOOTWASH

SEE CIVIL DWGS

A8

S-501 TYP

8" CMU

INFILL WALL

SEE

S-516

D4

A8

S-501 TYP

8" CMU

INFILL WALL

SEE

S-516

D4

A7

S-503

DNDN

STAIR ON GRADE,

SEE ARCH AND

S-006

A6

STAIR ON GRADE,

SEE ARCH AND

S-006

A6

S-501

C4

(E) STEEL COLUMN

SEE TYP

S-501

C4

(E) STEEL COLUMN

SEE TYP

S-501

C4

(E) STEEL COLUMN

SEE TYP

S-501

C4

(E) STEEL COLUMN

SEE TYP

E7

S-501

S-501

C4

(E) STEEL COLUMN

SEE TYP

S-501

C4

(E) STEEL COLUMN

SEE TYP

S-501

C4

(E) STEEL COLUMN

SEE TYP

S-501

C4

(E) STEEL COLUMN

SEE TYP

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

CONCRETE

SIDEWALK, SEE

CIVIL DWGS

A1

S-510

TRANSFORMER ON

PAD. SEE ELEC

DWG AND A1/S-005

TRANSFORMER ON

PAD. SEE ELEC

DWG AND A1/S-005

S-510

A1

A9

S-510

TRANSFORMER

ON PAD. SEE

ELEC DWG

AND A1/S-005

(E) CONCRETE

SLAB-ON-GRADE, TYP

(E) CONCRETE

SLAB-ON-GRADE,

TYP

1. TYPICAL CONC SOG DETAILS S-005 AND S-006

2. TYPICAL CONC WALL DETAILS S-007

3. TYPICAL CMU WALL DETAILS S-008

1. THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM

AND SHALL BE MAINTAINED AT ALL SLOPED AND

DEPRESSED AREAS.

2. FOR FLOOR ELEVATIONS, DEPRESSED SLABS

LOCATIONS, SLOPES TO DRAIN AND EQUIPMENT PAD

AND CURB LOCATIONS, SEE ARCHITECTURAL,

ELECTRICAL, AND MECHANICAL DRAWINGS.

3. SLABS SHALL BE POURED WITH A MINIMUM

TWENTY ONE (21) DAYS LAPSED TIME BETWEEN

ADJACENT POURS.

4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE SEE

ARCHITECTURAL AND CIVIL DRAWINGS.

5. TRENCH WORK SIZE AND LOCATION SHALL BE

COORDINATED WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, ELECTRICAL, AND TELECOM DRAWINGS.

CONTRACTOR SHALL SUBMIT TRENCHING PLANS

TO THE CONTRACTING OFFICER FOR APPROVAL

PRIOR TO DEMOLITION.

6.PROVIDE CHEMICAL TREATMENT IN ACCORDANCE WITH

PECIFICATION SECTION 31 31 16.13

7.PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE

WITH SPECIFICATION SECTION 31 31 16.19

8.FOR WALL PENETRATIONS SEE ARCHITECTURAL,

FIRE PROTECTION, PLUMBING, MECHANICAL,

ELECTRICAL, AND TELECOM DRAWINGS. SEE

DETAILS ON S-008 AND S-009.

INDICATES CHANGES IN TOP OF

SLAB ELEVATION OR DEPRESSION.

SEE ARCHITECTURAL

A3

S-516

CONC HEADER,

SEE

A3

S-516

CONC HEADER,

SEE

MECH UNIT,

SEE MECH

DWGS

P T

IO

N A

L V

A L

U E s b -B

S -1

.d

T

H E

R

B H

S-101

O

U N

D A

T

IO

N P

L A

N A

D M

IN

IS

T R

A T

IO

N W

IN

G

S

1/8"=1'-0" A1

FOUNDATION PLAN - ADMINISTRATION WEST WING

1/8"=1'-0"

FOUNDATION PLAN - ADMINISTRATION EAST WING

A6

BLDG 131

D M

1 3 4 5 6 18 19 21

A

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

A1

S-512

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:01 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

LEGENDREFERENCE DRAWINGS: FRAMING NOTES:

A5

S-510

A1

S-510

S-514

A1

INDICATES 5" CONC S.O.G.

S-511

A7

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

TYP

S-510

A5

S-510

A5

A5

S-510

HOT WATER

STORAGE

TANK, SEE

PLUMB DWGS.

EQUIPMENT

PAD, SEE

A1/S-005

INDICATES CHANGES IN TOP OF

SLAB ELEVATION OR DEPRESSION.

SEE ARCHITECTURAL

1. TYPICAL CONC SOG DETAILS S-005 AND S-006

2. TYPICAL CONC WALL DETAILS S-007

3. TYPICAL CMU WALL DETAILS S-008

1.THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM AND

SHALL BE MAINTAINED AT ALL SLOPED AND DEPRESSED AREAS.

2.FOR FLOOR ELEVATIONS, DEPRESSED SLABS LOCATIONS SLOPES

TO DRAIN AND EQUIPMENT PAD AND CURB LOCATIONS, SEE

ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.

3.SLABS SHALL BE POURED WITH A MINIMUM TWENTY ONE (21)

DAYS LAPSED TIME BETWEEN ADJACENT POURS.

4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE SEE ARCHITECTURAL

AND CIVIL DRAWINGS.

5.PROVIDE CHEMICAL TREATMENT IN ACCORDANCE WITH

SPECIFICATION SECTION 31 31 16.13.

6.PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE WITH

SPECIFICATION SECTION 31 31 16.19.

7.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL

DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)

SEE ARCHITECTURAL DRAWINGS.

8.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,

PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.

SEE DETAILS ON S-008 AND S-009.

CRAWL SPACE

FINISH GRADE, TYP.

(E) CONCRETE

SLAB-ON-GRADE

P T

IO

N A

L V

A L

U E s b -B

S -1

.d

T

H E

R

B H

J A

S-102

BLDG 131

1/8"=1'-0" A1

FOUNDATION PLAN - UEPH

F O

U N

D A

T

IO

N P

L A

N U

E P

H

D M

5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

S-401

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:03 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

LEGENDREFERENCE DRAWINGS: FRAMING NOTES:

FULL-HEIGHT CONC INFILL WALL W/

#4 AT 16" EA WAY, TYP

FP-01

CONC SLAB

INFILL

FP-01

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

INDICATES FRP REINFORCED

(E) PRESTRESSED PLANK, SEE

SLAB SCHEDULE A1/S-010

OPEN TO BELOW

A1

S-511

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

FP-01

S-511

A7

1. TYPICAL CONC WALL DETAILS S-007

2. TYPICAL CMU WALL DETAILS S-008

1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR

FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.

2.THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND

ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.

3.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL

DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)

SEE ARCHITECTURAL DRAWINGS.

4.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,

PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.

SEE DETAILS ON S-008 AND S-009.

TYPICAL UNIT (E) PRESTRESSED

PLANK AND CONC

TOPPING, TYP

P T

IO

N A

L V

A L

U E s b -B

S -1

.d

T

H E

R

B H

J A

S-1031/8"=1'-0" A1

FIRST FLOOR FRAMING PLAN - UEPH

F

IR

S T F

L O

O R F

R A

M

IN

G P

L A

N U

E P

H

BLDG 131

D M

5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

A6

S-401

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:06 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

(E) W4 X 13 (E) W4 X 13

LEGEND

(E) CRIPPLE

POST

(E) CRIPPLE

POST

6" THICK CONC

SUSPENDED ARMS

VAULT SLAB W/ #5

AT 6" EA WAY BLW

6" THICK CONC

SUSPENDED ARMS

VAULT SLAB W/ #5

AT 6" EA WAY BLW

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

INDICATES NEW CONC

SUSPENDED SLAB

ROOF FRAMING NOTES

(E) TRUSS

(E) TRUSS

(E) TRUSS

R O

O F R

ID

G E

TYP

MAX

10-0"

TYPICAL ENTIRE

ADMIN ROOF

MAX

10-0"

MAX

10-0"

SECONDARY

BLKG

SECONDARY

BLKG

SECONDARY

BLKG

SECONDARY

BLKG

1.SEE MECHANICAL DRAWINGS FOR LOCATIONS OF

EQUIPMENT AND DUCTS. SEE S-502 FOR MECHANICAL

EQUIPMENT SUPPORT FRAMING. CONTRACTOR

SHALL COORDINATE SUPPORT FRAMING LOCATION

WITH MECHANICAL EQUIPMENT AND DUCTS.

2.FOR BALANCE OF INFORMATION NOT SHOWN ON

STRUCTURAL DRAWINGS, (DIMENSIONS, SLOPES,

ELEVATIONS, ETC.) SEE ARCHITECTURAL

DRAWINGS.

3.FOR WALL PENETRATIONS SEE ARCHITECTURAL,

FIRE PROTECTION, PLUMBING, MECHANICAL,

ELECTRICAL, AND TELECOM DRAWINGS. SEE

DETAILS ON S-008 AND S-009.

SECONDARY

BLKG, TYP

PRIMARY BLKG:

L3-1/2X3-1/2X1/4

P T

IO

N A

L V

A L

U E s b -B

S -1

.d

T

H E

R

B H

O F F

R A

M

IN

G P

L A

N A

D M

IN

IS

T R

A T

IO

N W

IN

G

S

1/8"=1'-0" A1

1/8"=1'-0" A6

ROOF FRAMING PLAN - ADMINISTRATION WEST WING ROOF FRAMING PLAN - ADMINISTRATION EAST WING S-104

BLDG 131

D M

1 3 4 5 6 18 19 21

A

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

F4

S-501

E8

C1

S-503

S-503

C4

S-503

S-502

A6

LEGENDREFERENCE DRAWINGS: FRAMING NOTES:

A8

S-515

(E) 5 1/2"

CONC SLAB

(E) 5 1/2"

CONC SLAB

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

M A

T C

H L

IN

E S

E E S

H E

E T S -1

F

O R C

O N

T

W x B

L W

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

PRESTRESSED PLANK

PENETRATION, SEE

C3/S-009 AND MECH

DWGS

8" CONC INFILL,

SEE A1/S-515, SIM

8" CONC INFILL,

SEE A1/S-515, SIM

TYPICAL UNIT (E) PRESTRESSED

PLANK AND CONC.

TOPPING, TYP

1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR

FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.

2.THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND

ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.

3.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL

DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)

SEE ARCHITECTURAL DRAWINGS.

4.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,

PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.

SEE DETAILS ON S-008 AND S-009.

1. TYPICAL CONC WALL DETAILS S-007

2. TYPICAL CMU WALL DETAILS S-008

A3

S-516

CONC HEADER,

SEE

A3

S-516

CONC HEADER,

SEE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:09 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

S-105

P T

IO

N A

L V

A L

U E

T

H E

R

B H

J A

S E

C O

N D F

L O

O R F

R A

M

IN

G P

L A

N A

N D L

O W

E R R

O O

F

F R

A M

IN

G P

L A

N U

E P

H

1/8"=1'-0" A1

SECOND FLOOR FRAMING PLAN AND LOWER ROOF FRAMING PLAN - UEPH BLDG 131

s b -B

S -1

.d g n

D M

5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

A6

S-401

S-512

A1

A1

S-402

A5

S-402

LEGENDREFERENCE DRAWINGS: FRAMING NOTES:

MECHANICAL PAD,

SEE A1/S-005

MECH EQUIP

SEE MECH

DWGS

S-515

A8

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

INDICATES FRP REINFORCED

(E) PRESTRESSED PLANK, SEE

SLAB SCHEDULE A1/S-010

FP-01FP-01

FP-01

FULL-HEIGHT CONC INFILL WALL, TYP

(E) 5 1/2"

CONC SLAB

(E) 5 1/2"

CONC SLAB

A1

S-513 S-513

A6

S-513

D6

S-513

D1 S-515

A8

S-511

D1

S-511

D4

S-511

D7

PRESTRESSED

PLANK PENETRATION,

SEE C3/S-009 AND

MECH DWGS

PRESTRESSED PLANK

PENETRATION, SEE

C3/S-009 AND MECH

DWGS

8" CONC INFILL,

SEE A1/S-515, SIM

8" CONC INFILL,

SEE A1/S-515, SIM

1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR

FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.

2.THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND

ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.

3.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL

DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)

SEE ARCHITECTURAL DRAWINGS.

4.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,

PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.

SEE DETAILS ON S-008 AND S-009.

1. TYPICAL CONC WALL DETAILS S-007

2. TYPICAL CMU WALL DETAILS S-008

TYPICAL UNIT (E) PRESTRESSED

PLANK AND CONC.

TOPPING, TYP

A3

S-516

CONC HEADER,

SEE

A3

S-516

CONC HEADER,

SEE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:11 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

S-106

P T

IO

N A

L V

A L

U E

T

H E

R

B H

J A

T H

IR

D F

L O

O R F

R A

M

IN

G P

L A

N U

E P

1/8"=1'-0"

THIRD FLOOR FRAMING PLAN - UEPH BLDG 131

s b -B

S -1

.d g n

D M

5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

A6

S-401

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:13 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

LEGENDREFERENCE DRAWINGS: ROOF FRAMING NOTES:

(E) Z PURLINS

AT 4'-0", TYP

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

(E

T R

U S

S

ROOF RIDGE

TYPICAL ENTIRE

UEPH ROOF

A6

S-502

M A

X

M A

X

M A

X

A9

S-502

(E) CMU WALL

S-515

F1

MECH EQUIP

BELOW, SEE

MECH DWG

W10x12

F7

TYP

S-515 W10x12

BLKG

W10x12

F1

S-515

SIM

PRIMARY BLOCKING

PRIMARY BLOCKING

PRIMARY BLOCKING

PRIMARY BLOCKING

L5x5x5/16 TYP

MAX,

10'-0"

TYP

MAX,

10'-0"

TYP

MAX,

10'-0"

PRIMARY BLOCKING

PRIMARY BLOCKING

PRIMARY BLOCKING

SECONDARY BLOCKING

L3-1/2x3-1/2x1/4

S E

C O

N D

A R

Y B

L K

S E

C O

N D

A R

Y B

L K

S E

C O

N D

A R

Y B

L K

S E

C O

N D

A R

Y B

L K

PRIMARY BLOCKING

S E

C O

N D

A R

Y

B L

O C

K

IN

G

S E

C O

N D

A R

Y

B L

O C

K

IN

G S

E C

O N

D A

R Y

B L

O C

K

IN

G

S E

C O

N D

A R

Y

B L

O C

K

IN

G

S E

C O

N D

A R

Y

B L

O C

K

IN

G

S E

C O

N D

A R

Y

B L

O C

K

IN

G

S E

C O

N D

A R

Y

B L

O C

K

IN

G

TYP

MAX,

10'-0"

TYP

MAX,

10'-0"

TYP

MAX,

10'-0"

M A

X

M A

X

M A

X

M A

X

PRIMARY BLOCKING

PRIMARY BLOCKING

S E

C O

N D

A R

Y B

L K

S E

C O

N D

A R

Y B

L K

M A

X

TYP

MAX,

10'-0"

TYP

MAX,

10'-0"

TYP

MAX,

10'-0"

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

1. TYPICAL CONC WALL DETAILS S-007

2. TYPICAL CMU WALL DETAILS S-008

1.SEE MECHANICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND

DUCTS. SEE S-502 FOR MECHANICAL EQUIPMENT SUPPORT FRAMING.

CONTRACTOR SHALL COORDINATE SUPPORT FRAMING LOCATION

WITH MECHANICAL EQUIPMENT.

2.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL

DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)

SEE ARCHITECTURAL DRAWINGS.

3.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,

PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.

SEE DETAILS ON S-008 AND S-009.

S E

C O

N D

A R

Y

B L

O C

K

IN

G

IN

P T

IO

N A

L V

A L

U E s b -B

S -1

.d

B H

1/16"=1'-0"

ROOF FRAMING PLAN - UEPH

S-107

R O

O F F

R A

M

IN

G P

L A

N U

E P

H

BLDG 131

D M

5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

0 8'4' 16'

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

PLAN

NORTH

E

A

211661

KEY PLAN

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:16 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

OH

S E

E A

R C

H O

P E

N

IN

G

OH

A1

ENLARGED UNIT FOUNDATION PLAN

1/4"=1'-0"

A6

ENLARGED UNIT FRAMING PLAN

1/4"=1'-0"

M

IN

1. EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR

TO REPAIR FLOOR PENETRATION PER TYPICAL REPAIR

DETAIL E1/S-009.

2. FOR BALANCE OF INFORMATION NOT SHOWN ON

STRUCTURAL DRAWINGS, (DIMENSIONS, SLOPES,

ELEVATIONS, ETC.) SEE ARCHITECTURAL DRAWINGS.

3. FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE

PROTECTION,PLUMBING, MECHANICAL, ELECTRICAL, AND

TELECOM DRAWINGS. SEE DETAILS ON S-008 AND S-009.

P T

IO

N A

L V

A L

U E s b -B

S -4

.d

E R

E R

S-401

E N

L A

R G

E D T

Y P

IC

A L U

N

IT

F

L O

O R P

L A

N

BLDG 131

GRID GRID

GRID

GRID

GRID

GRID

GRID GRID

GRID

GRID

GRID

GRID

LEGEND

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

SLAB ON GRADE NOTES:

REFERENCE DRAWINGS:

1. TYPICAL CONC SOG DETAILS SEE S-005 & S-006

2. TYPICAL CONC WALL DETAILS, SEE S-007

3. TYPICAL CMU WALL DETAILS SEE S-008

E1

S-512

E1

S-512

F1

S-514

E1

S-512

E1

S-512

F1

S-514

A1

S-515

A1

S-515

A1

S-515

A1

S-515

A1

S-514

A1

S-514

A1

S-514

A1

S-514

6" CONC

INFILL WALL

6" CONC

INFILL WALL

6" CONC

INFILL WALL

6" CONC

INFILL WALL

6" CONC

INFILL WALL

6" CONC

INFILL WALL

8" CMU

INFILL WALL

6" CONC

INFILL WALL

A8

S-515

D1

S-515

CONCRETE HEADER,

SEE

A1

S-514

A1

S-514

A1

S-514

A1

S-514

F1

S-510

ELECTRICAL CONDUIT

SUPPORT, SEE

ELEC/TELECOM DWGS

F4

S-510

WATER CLOSET

SUPPORT, SEE

WATER CLOSET

SUPPORT, SEE F4

S-510

(E) PEN INFILL,

SEE E1/S-009, TYP

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

0 4' 8'2'

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:22 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

LEGENDREFERENCE DRAWINGS: FRAMING NOTES:

FP-01

A1

LOWER ROOF FRAMING PLAN - UEPH WEST

PARTIAL ENLARGED SECOND FLOOR AND

1/4"=1'-0" A5

LOWER ROOF FRAMING PLAN - UEPH EAST

PARTIAL ENLARGED SECOND FLOOR AND

1/4"=1'-0"

FP-02

FP-02

FP-03

FP-03

FP-02

FP-03

FP-01

FP-02

FP-03

FP-02

FP-02

FP-03

FP-03

A1

S-516 C1

S-516

F1

S-516

F4

S-516

#5x2'-0" AT 2'-0", CENTERED OVER

WALL BELOW

DEMO AND REPLACE

CONCRETE TOPPING

#5x2'-0" AT 2'-0"

#5x2'-0" AT 2'-0", CENTERED OVER

WALL BELOW

#5x2'-0" AT 2'-0"

W x B

E L

O W

F4

S-516

F1

S-516

CONTRACTION

JOINT, SEE

S-516

F6

S-516

C1

SIM

CONTRACTION

JOINT, SEE

S-516

F6

S-516

F6

CONTRACTION

JOINT, SEE

F1

S-516

F1

S-516

G8

S-516

S-516

E8

INDICATES (E) CMU WALL TO

BE REMAIN

INDICATES NEW CMU WALL

INDICATES NEW CONC WALL

INDICATES NON-STRUCTURAL

WALL SEE ARCH

INDICATES FRP REINFORCED

(E) PRESTRESSED PLANK, SEE

SLAB SCHEDULE A1/S-010

INDICATES NEW CONC TOPPING

1. TYPICAL CONC WALL DETAILS S-007

2. TYPICAL CMU WALL DETAILS S-008

1. EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR

FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.

2. THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND

ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.

3. FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL

DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)

SEE ARCHITECTURAL DRAWINGS.

4. FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,

PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.

SEE DETAILS ON S-008 AND S-009.

(E) PRESTRESSED

PLANK AND CONC.

TOPPING, TYP

EDGE OF EXISTING

PRESTRESSED PLANK

EDGE OF EXISTING

PRESTRESSED PLANK

(E) PRESTRESSED

PLANK AND CONC.

TOPPING, TYP

T O

P P

IN

G

T H

IC

K N

E S

S /2 V

IF

P P

IN

G

T H

IC

K N

E S

S

/2 V

IF

FP-01

P P

IN

G

T H

IC

K N

E S

S

/2 V

IF

T O

P P

IN

G

T H

IC

K N

E S

S /2 V

IF

(E) 5 1/2" CONC

SLAB

(E) 5 1/2" CONC

SLAB

P T

IO

N A

L V

A L

U E s b -B

S -4

.d

E R

E R

S-402

BLDG 131

R O

O F F

R A

M

IN

G P

L A

N S U

E P

H W

E S

T A

N D E

A S

T

P A

R T

IA

L E

N L

A R

G E

D S

E C

O N

D F

L O

O R A

N D L

O W

E R

D M

5 6

D

D

D

E

16 17

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

0 4' 8'2'

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:23 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

M

IN

M

IN

8" CMU WALL

REBAR, STD HOOK

CMU WALL HORIZ

O.C., TYP.

ENDS AND @ 48"

HEADED STUD 6" FROM

1/2"DIA, 4" LONG

CONCRETE INFILL 7

M

IN

M

IN

(E)TS 4"x4"x1/4"

END OF WALL

INTERIOR

PLAN

END

#5 VERT BAR, TYP

TYP

1/4"

SEE DETAIL "A"

AND AT 2'-0" MAX.,

CONC BOND BEAM

6" FROM EA END OF

STEEL ASSEMBLY

1-1/2" GAP

2 - #4 xCONT

BOND BEAM

12" CONC

CMU INFILL WALL

DETAIL "A"

STEEL PLATE

3/8"x3" BENT 8 /2

2 1/2"

ROOFING

EXIST METAL

TRUSS

EXIST

Z-PURLINS

EXIST

STEEL ASSEMBLY

EPOXY AT EA

ROD DRILL AND

5/8" DIA THREADED

HOLE

SLOTTED

VERT LONG

M

IN

/2

2 - #4 xCONT

TRUSS CHORD

BOT OF EXIST

EXIST STEEL BEAM

2-#4xCONT

CONC BOND BEAM

2-#4xCONT

EACH (E) FRAME

HEADED STUD AT

1/2" DIA, 4" LONG

CMU INFILL WALL

M

IN

BEAM AND @ 24" O.C.

FROM ENDS OF EXIST

HEADED STUD 12"

1/2" DIA, 6" LONG

TRUSS CHORD

BOT OF EXIST

EXIST TRUSS

SLAB-ON-GRADE

EXIST CONC

EXIST CMU WALL

M

IN

OF VERT WALL REINF

SIZE AND SPACING

DOWEL TO MATCH

SLAB-ON-GRADE

EXIST CONC

TYP

AT 18" EA SIDE,

EPOXY DOWELS

#4 DRILL AND

4 - #4 xCONT

AT 12"

#4x

DOWEL AT 12", EA SIDE

#4 DRILL AND EPOXY

w/ #4 AT 12"

SLAB-ON-GRADE

5"CONC

SEE PLAN

NEW WALL,

-3 /4

1'-6" xCONT

WF-2,

#4 AT EACH TREAD,

EMBEDDED 4" WITH EPOXY

#4 AT 12" O.C., EMBEDDED

2" WITH EPOXY

2" WITH EPOXY

#4 AT EACH TREAD,

EMBEDDED 4" WITH EPOXY

CONT #4

(E) 4" S.O.G.

6" CONCRETE

WALLS, TYP

ROUGHEN SURFACE W/

1/4" AMPLITUDE, TYP

NOTE: PROVIDE 1/2" THICK

EXPANSION JOINT FILLER AT

INTERFACE WITH EXISTING

CMU WALL

IN

F

IL

L W

A L L

C

W

L L

E X

IS

T C

M U

EMBED, TYP

6" MIN

SEE S-009

CMU INFILL WALL,

GRADE

FINISH

OF VERT WALL REINF

SIZE AND SPACING

DOWELS TO MATCH

DRILL AND EPOXY

(E)CMU WALL

(E)SLAB

EPOXY DOWEL AT 12"

#4 DRILL AND

#4

CONT

2'-0" MIN

48 DIA OR

LAP SPLICE

OF VERT WALL REINF

SIZE AND SPACING

DOWELS TO MATCH

DRILL AND EPOXY

SEE S-009

CMU INFILL WALL,

4" EMBED

-3 /4

4" EMBED

9" 1'-9" 12"

28"

4'-8"

4" EMBED18"

M

B E

D

M

IN

#4 AT 12" O.C.,

EMBEDDED

/2

6"

3"

S-005

F8

OF NOTES, SEE

FOR REMAINDER

S-005

F8SEE

OF NOTES,

FOR REMAINDER

OF NOTES, SEE

FOR REMAINDER

S-005

F8

EXIST STEEL BEAM

CONTINUE BAR

OVER PIER

2-#5

2'-0"

4"4"

2'-0"

E7

WALL SECTION - ADMIN

1/2"=1'-0"

TOP OF FLOOR

CMU WALL

HORIZ REINF.

(2) #4 CONT

#4 @ 18"

#5 @ 16"

#4 @ 24"

6" EMBED

(2) #5

VERT, TYP

2'-0"

#4 VERT

8" 8"

AT NEW CMU WALL AT PIER AT EXIST CMU WALL

HEADED STUD ON

BOTH SIDES OF

EXISTING BEAM

END

#4 @ 12" MAX

SOLID GROUT CMU

WALL WHERE

UNGROUTED

WALL OCCURS

PRIOR TO

INSTALLING

DOWELS

1/2" DIA, 6"

LONG

HEADED

STUD @

2'-0" O.C.

P T

IO

N A

L V

A L

U E s b -B

S -5

.d

E

R

B H

Y

P

IC

A L S

E C

T

IO

N S A

N D D

E T

A

IL

S

A D

M

IN

W

IN

G

S

S-501

BLDG 131

D M

C4 3/4" = 1'-0"

SECTION

F4 3/4" = 1'=0"

SECTION

F1 3/4" = 1'=0"

SECTION

M

IN

D

IA

O

R

L A

P S

P L

IC

E

WF-2 SECTION

WALL AT STAIRS

SECTION SECTION AT CMU INFILL SECTION AT CMU INFILL

3/4" = 1'-0"3/4" = 1'-0"

3/4" = 1'-0"

NOT TO SCALE

C1

A1 A4 A6 A8

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

F Y Q

U A

D A R

E P

A

IR

B

L D

G

N O

L U

L U D

IS

T R

IC

T

F T S

H A

F T

E R

H A

W

G

IO

N A

L E

N G

IN

E E

R

IN

G C

E N

T E

R

H O

N O

L U

L U E

N G

IN

E E

R D

IS

T R

IC

T

H O

N O

L U

L U

H

O F

IE

L D B

A R

R A

C K

S

O A

H U

H A

W

D C

O N

S T

R U

C T C

E N

T R

A L U

T

IL

IT

Y P

L A

E N

A M

E

12:50:26 PM7/15/2019

pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str

J U

N E

RTA

A1

TYPICAL EXISTING ADMIN WING TRUSS ELEVATION, 40' SPAN

SCALE: 3/16"=1'-0"

D1

B131 UEPH TRUSS

SCALE: 3/16"=1'-0"

A6

TYPICAL HANGER SECTION

SCALE: 3"=1'-0"

D9

SECTION

SCALE: 3"=1'-0"

D9

S-502

1 1/2 "1 1/2 " 2 5/8 "

/2

/2

3"

1/2 " MAX

M A

X V

A R

IE

S -1 /2

M

IN

D6

SECTION

SCALE: 3"=1'-0"

/2

D9

S-502

1 1/2 " 1 1/2 "2 5/8 "

/2

/2

1/2 " MAX

A9

SECTION AT WALL

HANGER

SCALE: 3"=1'-0"

P T

IO

N A

L V

A L

U E s b -B

S -5

.d

E

R

B H

P

IC

A L S

E C

T

IO

N S A

N D D

E T

A

IL

S

A D

M

IN

W

IN

G

S

S-502

BLDG 131

D M

NOTE:

TO VERIFY FIELD CONDITION.

FOR REFERENCE ONLY. CONTRACTOR

TRUSS ELEVATIONS ARE PROVIDED

E B

EXIST TRUSS TOP CHORD

3/8" THK PLATE

SLOTTED HOLES

CENTERED IN LONG

2- 5/8" DIA A307 BOLTS,

EXIST ROOFING

EXIST TRUSS TOP CHORD

1/4"

1/4"

1/4" 2"

2"

WHERE OCCURS

ADJACENT FRAMING

3/8" THK PLATE

4" AT ADMIN WINGS, 6" AT UEPH

EXIST PURLINS AT 4'-0" O.C.

1/4"

1/4"

2"

2"1/4"

1/4"

EXIST LEDGER

WALL

EXIST CMU/CONC

3/8" THK PLATE

SEE PLAN

SECONDARY BLOCKING,

BOLTS, SEE A6 THIS SHEET

SEE PLAN

PRIMARY BLOCKING,

TOP CORD

EXIST TRUSS

SIM

WHERE OCCURS

BLOCKING,

SECONDARY

PRIMARY BLKG

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A…