AM-0001 Bldg 163-11 Drawings.pdf

PDF 2 MB Posted Jun 17, 2021

Attached to: Repair Building 163-11, Sagami General Depot, Japan
Solicitation number: W912HV-21-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Written by GovTribe AI · Dec 27, 2023

This solicitation notice provides details for a construction project to repair Building 163-11 at Sagami General Depot in Japan. The project includes civil work such as asphalt and sod removal and fire protection line disconnection. Architectural work comprises new roofing, doors, louvers, crack and spall repairs, joint sealant replacement, electrical panel relocation, and painting. Structural work involves steel repairs and reinforcement. Mechanical work includes exhaust fan and emergency shower replacements. Electrical work consists of conduit, device, lighting, and service entrance replacements. Communication work includes telephone installations. Fire protection includes sprinkler installation. Interested local construction firms must be registered in SAM and with the Government of Japan to bid on this project by the scheduled June 15th bid opening date. A mandatory site visit will be held on May 24th; requests are due by May 17th.

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Other files

File	Type	Posted
Bid Abstract OF1419-W912HV21B0006-Repr WH 163-11-signed.pdf	PDF	Jul 13, 2021
Attendance Sheet for W912HV21B0006 Pre-bid Site Investigation signed 2021-05-24.pdf	PDF	Jun 21, 2021
FIO - BUILDING 163-11 AS-BUILTS.pdf	PDF	Jun 17, 2021
AM-0001-W912HV21B0006 - Revised SpecDwg_Repair 163-11 SGD-FINAL.pdf	PDF	Jun 17, 2021
AM-0001 Bldg 163-11 Specifications.pdf	PDF	Jun 17, 2021
Solicitation W912HV21B0006 - Repair Warehouse 163-11 SGD.pdf	PDF	May 12, 2021
RTA Drawing_Repair Warehouse Bldg 163-11_5-12-21.pdf	PDF	May 12, 2021
RTA SPECS_Repair Warehouse 163-11_5-12-21.pdf	PDF	May 12, 2021

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EXST CANOPY ABOVE

STORAGE AREA

(EXST CONCRETE FLOOR WITH

HARDENER)

NEW FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

28 850

5 750 5 750 5 850 5 750 5 750

NEW ROLL-UP DOOR AND SSTL GUIDES

NEW STEEL DOOR

AND FRAMES 6A

EXST CONC PAD FOR NEW ELEC PANEL

1 2

1 000 1 000

MODIFIED - ARCHITECTURAL DESCRIPTION OF WORK

2A PROVIDE NEW METAL GUTTERS AND PVC DOWNSPOUTS INCLUDING BRACKETS. BOTTOM OF DOWNSPOUT TO REMAIN.

REPAIR DAMAGED PORTION OF EXISTING CONCRETE FLOOR AND APPLY HARDENER THROUGHOUT THE STORAGE AREA.

REPAIR FLAKES OR SPALLED CONCRETE SURFACES ON BUILDING EXTERIOR AND INTERIOR.

10A

PROVIDE NEW FIXED ALUMINUM LOUVERS WITH INSECT SCREEN AT NORTHEAST INCLUDING FLASHING.

PROVIDE NEW STEEL SWING DOOR AT NORTHEAST INCLUDING FRAMES AND HARDWARE.

PROVIDE NEW STEEL SWING DOOR AT SOUTHWEST INCLUDING FRAMES AND HARDWARE.

PROVIDE NEW FIXED ALUMINUM LOUVERS WITH INSECT SCREEN AT SOUTHWEST INCLUDING FLASHING.

11A

12A

13A

14A

REPAIR CRACKS ON BUILDING EXTERIOR AND INTERIOR WALL SURFACES.

PROVIDE NEW SEALANT ON CONCRETE WALL AND FLOOR JOINTS.

PROVIDE NEW RIBBED-TYPE METAL ROOFING INCLUDING FLASHING AND STEEL TIGHT FRAME.

15A PAINT/REPAINT ALL EXISTING INTERIOR AND EXTERIOR SURFACES TO MATCH ADJACENT BUILDING.

16A

REPAIR UNEVEN AND BLACKENED SURFACES CAUSED BY FIRE AT INTERIOR CONCRETE WALLS (REFER TO DRAWINGS FOR

METHOD OF REPAIR).

RESTORE PORTION OF CONCRETE WALLS AFTER INSTALLATION OF GUIDE RAILS FOR THE NEW ROLL-UP DOOR.

NOT USED

PROVIDE NEW ELECTRICALLY OPERATED OVERHEAD ROLL-UP DOORS WITH GUIDE RAILS AND HOUSING.

NOT USED

MATERIAL

MODIFIED EXTERIOR FINISH SCHEDULE

SURFACES FINISH DIMENSION REMARKS MATERIAL

MODIFIED INTERIOR FINISH SCHEDULE

SURFACES FINISH REMARKS

ROOF EAVE GUTTER

DOWNSPOUT

ROLL-UP DOOR CANOPY ROOF

DOOR CANOPY

DOOR/FRAME

EXST CONCRETE/PILE

DIMENSION (W x L x H)

EXST AND NEW STEEL FRAMES

EXST EXPOSED CONCRETE

NEW V-TYPE RIBBED METAL SHEET

NEW METAL SHEET

NEW PVC

BEAM/GIRDER

NEW METAL SHEET

EXST V-TYPE RIBBED METAL SHEET

EXST REINF CONCRETE

NEW STEEL

NEW ALUMINUM

ROLL-UP DOOR NEW STEEL

REPAINT - STC

NEW RESIN COATING

FACTORY PAINTED

REPAINT - STC

NATURAL

5000W x 2800H x 1.6T

1400W x 1000H

900W x 2100H x 40T

LOUVER

EXST STEEL PIPE DP 114.3Ø x 1100H x 4.5TBOLLARD

0.6 MM THICK

100Ø

0.5 MM THICK

0.6 MM THICK

0.5 MM THICK

EXST STEEL WITH CONCRETE COVER

1400W x 1000D

FACTORY PAINTED

ROOF VENT FLASHING

ROOF

WALL

ROOF STRUCTURE

FOUNDATION

EXST STEEL WITH CONC COVER REPAINT - STC COLUMN/BEAM

WITH NEW STAINLESS STEEL SCREEN

NO WORK

REPAINT/PAINT REINFORCED DAMAGED STEEL MEMBERS

NEW FIBERGLASS SHEET ROOF BACKING, T=5

ELECTRICALLY OPERATED

COLUMN

WALL

FLOOR

DOOR / FRAME

LOUVER / FRAME

CEILING

FLOOR / WALL JOINT

EXST STEEL WITH CONCRETE COVER

EXST CONCRETE

STEEL

ALUMINUM

EXPOSED STEEL FRAME/

SEALANT

900W x 2100H x 40T

1400W x 1000H

ROLL-UP DOOR/FRAME STEEL 5000W x 2800H x 1.6TDP

NATURAL

HARDENER COATING

REPAIR DAMAGED PORTION

PAINT NEW AND REPAINT EXST/

REPLACE ALL JOINT SEALANT

BOTTOM PORTION TO REMAIN (SEE DWGS)

REFER TO DRAWINGS FOR DIMENSIONS

REPAINT

EXST BOLLARD

TO REMAIN

EXST CONC FLOOR JOINT

WITH NEW SEALANT, TYP

NEW STEEL DOOR

EXST CONC STOOP

REPAIR DAMAGED CONC FLOOR

AND APPLY HARDENER THROUGHOUT

THE AREA, TYP (AREA: VARIES)

NEW EMERGENCY SHOWER/ EYEWASH

STATION, TYP (MECH WORK)

EXST BOLLARD TO REMAIN, TYP

NEW DOWNSPOUT, TYP

13A

NEW ALUM LOUVER

WITH SCREEN

15A

NEW DOOR STOP

NEW ALUMINUM LOUVER

WITH SCREEN, TYP

NEW ALUM LOUVER

WITH SCREEN, TYP

NEW DOWNSPOUT, TYP

10A

LEGEND

NEW DOOR AND LOUVER SYMBOL.

1A NEW WORK DESCRIPTION SYMBOL

EXST CONCRETE WALL

EXST STEEL COLUMN WITH CONC COVERING

EXST CONC FLOOR

REPAINT

METAL ROOF EXPOSED ROOF BACKING

PAINT

REPLACE

17A REINSTALL TEMPORARILY REMOVED EXTERIOR SIGNAGE.

PAINT

NEW EMERGENCY SHOWER/ EYEWASH

STATION, TYP (MECH WORK)

EXST METAL STRIP TO REMAIN

RESTORE PORTION

OF CONC WALL, TYP 3A

OUTLINE OF NEW

ROLL-UP DOOR HOUSING

NEW NITROGEN

GENERATOR (FP WORK)

18A REPAIR SPALL AND NEW JOINT SEALANT.

19A PROVIDE NEW SEALANT ON REPAIRED CRACKS.

U .S

. A R

M Y

C O

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US Army Corps of Engineers

O F

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0 1 2mSCALE 1:100

MODIFIED FLOOR PLAN A3 A-201

A-201 E7

A-201 E2

A-201 B7

A-202 E7

B2 A-301

A-301 B7

A-301 E7

A-101

C R

O N

O F

W O

R K

AM-0001

SLOPE

28 850

1:20

NEW PVC DOWNSPOUT, TYP

NEW GUTTER, TYP

NEW RIB-TYPE METAL ROOF

NEW ROOF

VENTIILATOR, TYP

(MECH WORK)

NEW METAL RIDGE FLASHING

NEW METAL GABLE FLASHING

EXST CONC CANOPY

TO REMAIN, TYP

SLOPE

1:20

EXST CONC CANOPY

TO REMAIN, TYP

15A

EXST METAL CANOPY

TO REMAIN

3~5

PRIMER

APPLICATION

FILLING WITH

SEALING MATERIAL

POLYMER CEMENT

MORTAR

APPROXIMATE LENGTH = 150 LM

SEALING MATERIAL

TO MATCH EXISTING

30 CHIP SPALLING AND FLAKING

PORTION AND REPAIR WITH

POLYMER CEMENT MORTAR

REPAIR OF CRACKS BY FILLING METHOD

APPROXIMATE LENGTH = 83 LM

REPAIR SPALL AND NEW JOINT SEALANT

APPROXIMATE LENGTH = 500 LM

APPROXIMATE AREA = 12 SM

REPAIR OF SPALLED FLOOR

APPROXIMATE AREA = 145 SM

REPAIR OF FIRE BLACKENED AND UNEVEN WALL SURFACES

REMOVE EXISTING POLYMER

CEMENT MORTAR AND SEALANT.

CLEAN SURFACE AND PROVIDE

NEW ONE

EXST SPALLED

CONCRETE FLOOR

CHIP-OFF FLAKING PORTION

CLEAN SURFACES

AND PROVIDE POLYMER

CEMENT MORTAR

REMOVE FLAKING SURFACE

WITH HIGH PRESSURE

WATER JET SPRAY

CLEAN SURFACE AND

PROVIDE POLYMER

CEMENT MORTAR

SAWCUT ALONG

EXST CRACK

6 000

NEW STRIP EMERGENCY

POWER NIGHT LIGHT, TYP

NEW STRIP LIGHT, TYP

NEW UPRIGHT

SPRINKLER HEAD, TYP

NEW FIRE SPRINKLER

BRANCHLINES, TYP

NEW WALL MOUNTED

LIGHT FIXTURE

CENTER LINE OF NEW

MAIN STEEL GIRDER, TYP

28 850

18a 18A12a 12A

19a 19A

10a 10A 14a 14AREPLACEMENT OF SEALANT AT EXST JOINTS

AND ON REPAIRED CRACKS, AND REPAIR OF

EXST CRACKS WITH SEALANT

13a 13A

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

O F

D O

C U

O R

-1

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O T, J

N O

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O N

D B

C O

N O

B Y:

D R

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G A

N D

M O

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O F

D R

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F C

O N

C R

A-102

0 1 2mSCALE 1:100

MODIFIED ROOF PLAN A8

A-501 A7

0 1 2mSCALE 1:100

REFLECTED CEILING PLAN A2

AM-0001

1 1

C O

R R

D D

N O

F Q

, A D

W O

R K

C R

O N

N O

D , A

N D

H O

D D

1 2 28 850

FFL

GL20

TOB

30 850

1 000

2 1 28 850

FFL

GL20

TOB

30 850

FFL

TOB

NEW STEEL ROLL-UP DOORNEW ALUM LOUVER

WITH SCREEN, TYP 8A

PAINT BOLLARD, TYP

NEW ROOF VENTIILATOR

(MECH WORK)NEW RIB-TYPE

METAL ROOF 1A

NEW ALUMINUM LOUVER

WITH SCREEN 9A

NEW STEEL DOOR

NEW PVC DOWNSPOUT

NEW STEEL DOOR

ROOF STEEL FRAMES

(STRUCTURAL WORK)

NEW PVC

DOWNSPOUT

PAINT CONC

COLUMN, TYP

FIRE SPRINKLER

RISER (FP WORK)

REPAINT BOLLARD, TYP

REPAIR CONC WALL

WITH BLACKENED AND

UNEVEN SURFACES, TYP

14A

15A

NEW RIB-STEEL ROOF

REPAIR DAMAGED

CONC FLOOR, TYP 10A

REPAIR SEALANT AT

WALL JOINT, TYP

PAINT CONC COLUMN, TYP

15A

PAINT CONC BEAM, TYP

15A

PAINT CONC

COLUMN, TYP 15A

PAINT CONC

BEAM, TYP 15APAINT CONC

BEAM, TYP 15A

PAINT CONC

COLUMN, TYP 15A

REPAIR DAMAGED

CONC FLOOR, TYP10A

1:20

12A

REPAIR FLAKES

SURFACE, TYP 11A

NEW METAL

GUTTER

NEW ES/EWS

(MECH WORK)

3A15A

15A

NEW RIB-STEEL ROOF

NEW PVC

DOWNSPOUT

EXST PORTION

OF PVC DOWNSPOUT

TO REMAIN, TYP

REPAIR SEALANT AT

WALL JOINT, TYP

REPAIR SPALLED

SURFACE, TYP 11A

REPAIR FLAKES

PORTION OF

CONCRETE 1A

REPAIR FLAKES

SURFACE, TYP 11A

REPAIR SEALANT AT

WALL JOINT, TYP 13A

NEW EWH (MECH WORK)

NEW ES/EWS

(MECH WORK)

NEW EWH

(MECH WORK)

REPAINT CONC

WALL, TYP 15A

NEW NITROGEN GENERATOR

(FP WORK)

NEW SPRINKLER MAIN AND

BRANCHLINES (FP WORK)

1:20

PAINT CONC WALL, TYP

15A

PAINT CONC WALL, TYP

15A

PAINT CONC WALL, TYP

15A

REPAINT CONC

COLUMN, TYP

15A

PAINT CONC COLUMN, TYP

15A 18A

LEGEND:

WALL JOINT TO REPLACE SEALANT

SPALLED WALL JOINT TO BE REPAIRED

REPAIR SEALANT AT

WALL JOINT, TYP 13A

13A

SPALLED

18A 18A

U .S

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M Y

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US Army Corps of Engineers

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A-301

0 1 2mSCALE 1:100

BUILDING SECTION-2E7

0 1 2mSCALE 1:100

BUILDING SECTION-4B70 1 2mSCALE 1:100

BUILDING SECTION-3B2

0 1 2mSCALE 1:100

BUILDING SECTION-1E2

AM-0001

U T

C R

O N

O F

W O

R K

, C O

R R

D C

U T

C R

O N

O F

W O

R K

, C O

F O

R C

ELEVATION

GLASS

REMARKS

TYPE

FINISH

HARDWARE

LOCATION

2EA 1EAMARK & QTY

NEW DOOR AND LOUVER SCHEDULE

AL 4EA

STORAGE AREA

STEEL ROLL-UP DOOR

PAINT (DP)

FIXED ALUMINUM LOUVER

NATURAL

STORAGE AREA STORAGE AREA

SINGLE SWING STEEL DOOR

FL50

1 400

WITH STAINLESS STEEL INSECT SCREENELECTRIC OPERATED, WIND RESISTANCE

5 100

STORAGE AREA

1 2

AL 1

SET HARDWARE

10 10

45 45 100

10 15

15020

75 70 25

F L

PAINT (DP)

400 630 2

0 G

(DOOR OPENING)

FOR DOOR LEVEL TYPE AND FRAMES GAUGE,

REFER TO SPECS SECTION 08 11 13,

PARAGRAPH 2.1 AND 2.2.

HEAVY DUTY HINGE x 3, STORE ROOM LOCKSET (MORTISE LOCK W/

LEVER, THUMB TURN, STOREROOM AND ANTI-PANIC FUNCTION.

ENSURE KEYING COMPATIBILITY WITH USER), CLOSER x 1, THRESHOLD x 1, DOOR SWEEP x 1, SET FRAME SEALS x 1, DRIP x 1, SST KICK PLATE

(BOTH SIDES)

A N

D R

D O

O R

A N

D L

O U

REMOVAL DOOR AND LOUVER SCHEDULE

DOOR/WINDOW TYPEMARK

STEEL DOOR

WIDTH (W) HEIGHT (H)

SIZES (MM)

SD1

SH1

AL1

ROLL-UP STEEL DOOR

ALUMINUM LOUVER

900 2 100

5 000 2 800

1 0001 400

REMARKSQTY

KICK PLATE

DOOR CLOSER

WITH SST SCREEN

EXISTING CONCRETE FLOOR

SST THRESHOLD

NEOPRENE RUBBER

SEALANT

EXISTING EXTERIOR

CONCRETE WALL

EXISTING INTERIOR

CONCRETE WALL

SEALANT

EXST CONC STOOP

OR ASPHALT SLAB

NEOPRENE RUBBER

SEALANT

EXISTING EXTERIOR

CONCRETE WALL

EXISTING INTERIOR

CONCRETE WALL

SEALANT

ALUMINUM FRAME

ALUMINUM BLADE

ALUMINUM SILL

ALUM FLASHING

CONCRETE FILL

STAINLESS

STEEL SCREEN

DOOR OR LOUVER SHOWN ON PLANS

CORRESPOND TO NUMBERS SHOWN IN

DOOR AND WINDOW SCHEDULE

SYMBOL

, D

N D

D O

O R

NOT TO SCALE

DETAIL-1C6 NOT TO SCALE

DETAIL-2C9

0 0.5 1mSCALE 1:50

DOOR KEY PLANA2

CONCRETE FILL

SEALANT

EDGE OF EXST CONC STOOP

0.2 0.4m0SCALE 1:20

DETAIL-3A6

EXST CANOPY

STRUCTURE

EXST EXTERIOR

CONC WALL

EXST PVC DOWNSPOUT

EXST CONC

ASPHALT

EXST STEEL

BOLLARD, TYP

EXISTING CONC FLOOR

NEW STEEL ROLL-UP DOOR

AND SSTL GUIDE RAIL

NEW ROLL-UP DOOR

STEEL HOUSING

NEW CONC FILL

0.1 0.2m0SCALE 1:10

DETAIL-4A8

EXST CONC WALL

MORTAR FILL

NEW SSTL GUIDE RAIL NEW STEEL ROLL-UP DOOR

NEW STEEL EDGE TRIM

EXTERIOR

INTERIOR

EXST ASPHALT

PAVEMENT

EDGE OF CONC FLOOR

TO BE RESTORED

CONC FLOOR TO

BE RESTORED

CONTROL SWITCH

0.1 0.2m0SCALE 1:10

DETAIL-5B8

L-40x40x6 STEEL

2L-40x40x6 STEEL

ASTRAGAL

OBSTACLE SENSOR

SSTL COVER,1.5 THK

STEEL ROLL-UP DOOR

CONCRETE FILL

EXST ASPHALT

PAVEMENT

NEW CONC FLOOR

20x10 SEALANT, TYP

NEW STEEL EDGE TRIM

U .S

. A R

M Y

C O

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R S

N D

A P

US Army Corps of Engineers

O F

D O

C U

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C O

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D R

B Y:

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SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

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A-601

AM-0001

D O

O R

D W

D O

O R

D W

1 2

EXST CANOPY ABOVE

STORAGE AREA

(EXST CONCRETE FLOOR WITH

HARDENER)

MATERIAL

EXISTING EXTERIOR FINISH SCHEDULE

SURFACES FINISH DIMENSION REMARKS (EXST CONDITION) MATERIAL

EXISTING INTERIOR FINISH SCHEDULE

SURFACES FINISH DIMENSION (W x L x H)

ARCHITECTURAL DESCRIPTION OF WORK - REMOVAL

EXST BOLLARD

REMOVE EXISTING ROOF STEEL TIGHT FRAMES AND OTHER ROOF ACCESSORIES.1a

REMOVE FLAKES AND SPALLED SURFACES ON BUILDING EXTERIOR AND INTERIOR.

REMOVE EXISTING WOOD FRAMES WITH HINGES OF REMOVED DOUBLE SWING WOODEN DOORS.

6a REMOVE EXISTING STEEL DOORS AND FRAMES INCLUDING HARDWARES.

2a REMOVE EXISTING DOWNSPOUT AND BRACKETS. BOTTOM PORTION TO REMAIN (SEE DWGS).

REMOVE CORRODED FIXED ALUMINUM LOUVERS WITH STAINLESS STEEL SCREENS.

EXST FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

EXST CONC FLOOR

EXST DOWNSPOUT

TO REMAIN

DS DS

28 850

5 750 5 750 5 850 5 750 5 750

6 000

EXST CONC FLOOR

JOINT, TYP

EXST ROLL-UP DOOR STEEL

GUIDES AND PORTION OF

CONC WALL

EXST WOOD FRAMES WITH

HINGES OF REMOVED DOOR

(BOTH SIDES)

EXST DAMAGED FRAMES

OF REMOVED STEEL DOOR

EXST CONC STOOP

EXST SPALLED CONC FLOOR, TYP

(AREA: VARIES)

EXST STEEL DOOR

AND FRAMES

EXST EMERGENCY SHOWER/

EYEWASH STATION

(MECH WORK)

REMOVE EXISTING GUIDE RAILS AND HOUSING OF REMOVED ROLL-UP DOOR.

REMOVE FRAMES OF REMOVED STEEL DOOR.

REMOVE DAMAGED PORTION OF CONCRETE FLOOR. (FOR APPROXIMATE LOCATIONS REFER TO THE DRAWINGS)10a

REMOVE DAMAGED METAL FRAMES OF REMOVED ALUMINUM LOUVER.

REMOVE SEALANT ON EXTERIOR AND INTERIOR CONCRETE WALLS AND FLOOR JOINTS.

11a

12a

13a

REMOVE UNEVEN AND DARKENED SURFACES CAUSED BY FIRE ON INTERIOR CONCRETE SURFACES.14a

ROOF EAVE GUTTER

DOWNSPOUT

ROLL-UP DOOR CANOPY

STEEL DOOR CANOPY

STEEL DOOR/FRAME

ROLL-UP DOOR

LOUVER/FRAME

BOLLARD

ROOF

WALL

ROOF STRUCTURE

FOUNDATION

COLUMN/BEAM

CONCRETE/PILE

STEEL

CONCRETE

PVC

RIBBED-TYPE STEEL SHEET

CONCRETE

STEEL

ALUMINUM

STEEL PIPE

STEEL WITH CONC COVERING

SPRAYED TEXTURED COATING

RESIN COATING

PAINTED

FACTORY PAINTED

SPRAYED TEXTURED COATING

NATURAL

PAINTED

SPRAYED TEXTURED COATING

PAINTED

5000W x 2800H x 1.6T

1400W x 1000H

900W x 2100H x 40T

114.3Ø x 1100H x 4.5T

100Ø

0.5 MM THICK

0.6 MM THICK

1400W x 1000D

BEAM/GIRDER STEEL WITH CONCRETE COVER

COLUMN

WALL

FLOOR

CEILING

FLOOR/WALL JOINT

STEEL WITH CONCRETE COVER

CONCRETE

ROLL-UP DOOR HOUSING

EXPOSED CONCRETE

HARDENER

DAMAGED PORTION

DAMAGED JOINT SEALANT PARTIALLY REMOVED (6-LOCATION)

ONE OF FOUR LOUVERS REMOVED

REMOVED EXCEPT DAMAGED STEEL GUIDES

ONE OF TWO DOOR REMOVED

REMOVED EXCEPT ROOF STEEL TIGHT FRAME

TOTALLY REMOVED INCLUDING BRACKETS

DAMAGED HOUSING

NO CEILING

15a

10a

7a 9a

EXST BOLLARD, TYP

EXST CONC PAD FOR

REMOVED ELEC PANEL

EXST PVC

DOWNSPOUT, TYP

EXST PVC

DOWNSPOUT, TYP

REMOVE CRACKS ON BUILDING EXTERIOR AND INTERIOR WALL SURFACES.

PARTIALLY REMOVED

CRACKS AND SPALLED SURFACES

DAMAGED SURFACES

REPAIR/REINFORCED DAMAGED FRAMES, REQUIRES SURFACE CLEANING

REMOVE PORTION OF EXISTING CONCRETE WALL FOR THE INSTALLATION OF NEW ROLL-UP DOOR GUIDE RAILS.

NOT USED

SOME DAMAGED PORTION

NEED REPAINTING

NO WORK

CONCRETE PAD CONCRETE NATURAL

STEEL PAINTED

16a NOT USED

REMOVE DOOR STOP

EXST DAMAGED METAL FRAME

OF REMOVED LOUVER

1 000 1 000

EXPOSED CONCRETE

REMARKS (EXST CONDITION)

LEGEND

EXST DOOR AND LOUVER SYMBOL.

EXST SPALLED CONCRETE FLOOR

REMOVAL WORK DESCRIPTION SYMBOL

EXST CONCRETE WALL

EXST STEEL COLUMN WITH CONC COVERING

17a REMOVE TEMPORARILY ALL EXTERIOR SIGNAGE FOR REINSTALLATION

AREA OF FIRE BLACKENED WALL SURFACE 14a

O F

C E

14a

13a

NOTES:

1. THE CONTRACTOR SHALL DETERMINE THE EXTENT OF DEPTH OF UNEVEN AND DARKENED

SURFACES ON EXISTING CONCRETE WALL SURFACES PRIOR TO START OF WORK.

2. EXISTING SPRAYED TEXTURED COATING FROM THE SURFACES OF CONCRETE WALL SHALL BE

REMOVED PRIOR TO THE START OF REPAINTING WORK.

18a REMOVE SEALANT AND SPALLING AND FLAKING ALONG WALL JOINT.

S502/ E5 30SM

19a REMOVE EXST SEALANT ON REPAIRED CRACK.

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

O F

D O

C U

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-1

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C O

N O

B Y:

D R

B Y:

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SHEET ID

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O O

R P

, E

G E

A N

S C

D A

R C

C R

O N

O F

W O

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- R

0 1 2mSCALE 1:100

REMOVAL FLOOR PLAN A3 A-201

A-201 E7

A-201 E2

A-201 B7

A-301 C2

A2 A-301

A-301 B7

A-301 E7

AD-101

AM-0001

E Q

A N

S R

N U

R /D

N U

R , A

D D

C R

O N

O F

W O

R K

, A D

C R

O N

O F

W O

R K, A N

D C

F O

R C

28 850 30 850

ROLL-UP DOOR OPENING

EXST CANOPY

EXST ALUM LOUVER

WITH SCREEN, TYP

EXST BOLLARD

EXST CONC

CANOPY

28850 30 850

4a 5a 8a

EXST STEEL ROOF

TIGHT FRAME, TYP 1a

EXST DOWNSPOUT

EXST VENT STEEL FRAME

EXST DANGER

SIGN

EXST BLDG

NUMBER SIGN

EXST LIGHTING

SUPPORT

EXST LIGHTING

SUPPORT

EXST PVC DOWNSPOUT

OFF LIMIT SIGN

EXST HOSE BIBB

EXST WHSE 22 SIGN

EXST STEEL

DOOR FRAME

EXST WALL CRACK, TYP

EXST DOWNSPOUT, TYP

EXST WALL JOINT, TYP

EXST

CANOPY

EXST BOLLARD

EXST VENT

STEEL FRAME

EXST CONC WALL WITH

TEXTURED COATING, TYP

EXST STEEL FRAMES,TYP

(SEE STRUCTURAL DWGS)

EXST CONC WALL, TYP

EXST DOOR REMOVED

EXST CONC CANOPY

ALUMINUM LOUVER FRAME

9a8a

EXST SPALLED

CONC WALL, TYP 11a

EXST NO SMOKING

SIGN

EXST BLDG

NUMBER SIGN

EXST CANOPY

EXST BOLLARD

EXST ROOF STEEL

TIGHT FRAME, TYP1a

EXST VENT

STEEL FRAME, TYP

EXST WALL JOINT, TYP

EXST CONCRETE WALL, TYP

EXST DOWNSPOUT, TYP

EXST NO

SMOKING SIGN

EXST WALL CRACK, TYP

EXST DOWNSPOUT

TO REMAIN

EXST LOUVER

REMOVED

EXST BLDG

NUMBER SIGN

EXST DOWNSPOUT

EXST STEEL FRAMES

(STRUCTURAL WORK)

12a

EXST SPALLED

CONC WALL, TYP 11a

12a

EXST SPALLED CONC

SURFACE, TYP 11a

EXST STEEL DOOR

EXST ROLL-UP

DOOR

OPENING

2 1 A G

AG21

EXST NO

SMOKING SIGN

EXST CONDUITS (ELEC WORK)

EXST ALUM LOUVER WITH

SCREEN, TYP

17a

17a 17a

17a

17a 17a

17a

LEGEND:

WALL JOINT TO REPLACE SEALANT

EXISTING CRACK TO BE REPAIRED

EXISTING REPAIRED CRACK

(SEALANT TO BE REPLACED)

SPALLED AREA WITH FLAKING TO BE REPAIRED

EXISTING REPAIRED SPALLED AREA

EXST VENT STEEL FRAME

EXST CONCRETE WALL, TYP

EXST STEEL ROOF

TIGHT FRAME, TYP 1a

NOTES :

1. ROOF PANELS HAVE BEEN REMOVED. ONLY ROOF FRAMING

REMAINS AT PROJECT SITE.

2. EXISTING OVERHEAD ELECTRICAL LINES AND POLE ARE

LOCATED ADJACENT TO THE SOUTH SIDE OF THE BUILDING.

19a

SEALANT ON EXST

REPAIRED CRACK, TYP

19a

SEALANT ON EXST

REPAIRED CRACK, TYP

19a

SEALANT ON EXST

REPAIRED CRACK, TYP

19a

SEALANT ON EXST

REPAIRED CRACK, TYP

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

O F

D O

C U

O R

-1

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O T, J

N O

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O N

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C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

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, I L

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0, S um ito m o

S ei se n

K oi sh ik aw a

B ld g 3f

Te l:

-6

1-w w w .is ec .c o.

R E

N S

0 1 2mSCALE 1:100

SOUTH ELEVATIONB2

0 1 2mSCALE 1:100

NORTH ELEVATIONE2 0 1 2mSCALE 1:100

EAST ELEVATIONE7

0 1 2mSCALE 1:100

WEST ELEVATIONB7

AD-201

AM-0001

U T

C R

O N

O F

W O

R K

, A N

D C

D F

O R

28850

FFL

GL20

TOB

30 850

1 000

28 850

FFL

GL20

TOB

30 850

FFL

TOB

EXST BOLLARD

EXST ALUMINUM

LOUVER FRAME

(NO LOUVER)

9a EXST ALUM LOUVER WITH SCREEN, TYP 8a

EXST DOWNSPOUT

EXST CONC WALL

EXST STEEL

DOOR 6a

EXST STEEL FRAMES

(STRUCTURAL WORK)

EXST WALL JOINT

SEALANT, TYP 13a

EXST WALL JOINT

WITH SEALANT, TYP 13a EXST CONC WALL WITH

UNEVEN AND DARKENED

SURFACES

EXST DOWNSPOUT

EXST ROLL-UP

DOOR HOUSING4a

EXST CONC

COLUMN

EXST CONC

COLUMN

13a

EXST FLOOR

CRACK, TYP

EXST ROOF STEEL

TIGHT FRAME, TYP1a

EXST FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

EXST ES/EWS

(MECH WORK)

14a

EXST BOLLARD, TYP

EXST CONC WALL WITH

UNEVEN AND DARKENED

SURFACES 14a

EXST WALL JOINT

WITH SEALANT, TYP 13a

EXST STEEL FRAMES

(STRUCTURAL WORK)

EXST SPALLED CONC

SURFACES, TYP

11a

EXST SPALLED CONC

SURFACE, TYP 11a

EXST SPALLED CONC

SURFACE, TYP

11a

EXST WALL CRACK, TYP

12a

EXST WALL CRACK, TYP

12a

EXST DOOR GUIDE RAIL

4a 5a3aEXST ROLL-UP

DOOR OPENING

EXST WALL JOINT WITH

SEALANT, TYP

1 2 G A

GA12

EXST ALUM LOUVER

WITH SCREEN, TYP

NOTES:

1. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY

EXISTING CONDITION OF EXISTING CONCRETE SURFACES

WITH CRACKS, SPALLS AND FLAKES TO DETERMINE THE

DEPTH AND LENGTH OF CRACKS AND AREAS OF SPALLS,

FLAKES AND SEALANT TO BE REPAIRED.

2. FOR REPAIR METHOD OF CRACKS, SPALLS, FLAKES AND

JOINTS, REFER TO DWG, A-102.

3. ROOF PANELS HAVE BEEN REMOVED. ONLY ROOF FRAMING

REMAINS AT PROJECT SITE.

EXST FLAKES CONC

SURFACE, TYP 11a

EXST STEEL DOOR

FRAME (NO DOOR) 7a

EXST FLAKES CONC

SURFACE, TYP 11a

13a

EXST WALL

JOINT WITH

SEALANT, TYP

LEGEND:

WALL JOINT TO REPLACE SEALANT

EXISTING CRACK TO BE REPAIRED

SPALLED AREA WITH FLAKING TO BE REMOVED & REPAIRED (SEE STR DWG FOR DET.)

SPALLED & FLAKING EDGE OF CONCRETE COLUMN & GIRDER TO BE REPAIRED

(SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DETAILS)

AREA OF FIRE BLACKENED WALL SURFACE

14a

AREA OF FIRE BLACKENED WALL SURFACE

14a

SPALLED WALL JOINT TO BE REPAIRED

13a

18a

SPALLED

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

O F

D O

C U

O R

-1

I G

O T, J

N O

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C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

fe de ra l+

Iz um i S oh ke n

E ng in ee rin g

C o.

, L td

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0, S um ito m o

S ei se n

K oi sh ik aw a

B ld g 3f

Te l:

-6

1-w w w .is ec .c o.

N S

0 1 2mSCALE 1:100

BUILDING SECTION-2E7

0 1 2mSCALE 1:100

BUILDING SECTION-4B70 1 2mSCALE 1:100

BUILDING SECTION-3B2

0 1 2mSCALE 1:100

BUILDING SECTION-1E2

AD-301

AM-0001

C O

F O

R C

Y, C O

R R

D C

U T, A N

D C

O R

C R

O N

O F

W O

R K

ES ES ES ES ES ES ES ES ES ES

E E E E

ES ES ES ES ES ES ES ES ES ES

E E E E

2H V1

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

N O

F D

N D

O C

U M

F O

R R

R W

O U

-1

I G

T, J

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

fe de ra l+

Iz um i S oh ke n

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C o.

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, S

N A

N D

- N

C-102

E E

4TH STREET

"H " A

U E

163-T18

P R

163-13

163-13163-12

163-12

PLATFORM PLATFORM

163-11

REMOVE EXISTING UNDERGROUND

ELECTRICAL LINE

EXISTING TRANSFORMER

EXISTING ELECTRICAL MANHOLE

TO REMAIN

EXISTING ELECTRICAL MANHOLE

TO REMAIN

EXISTING ELECTRICAL MANHOLE

ASPHALT PAVEMENT CONCRETE PAVEMENT

NEW UNDERGROUND

ELECTRICAL LINE

NEW UNDERGROUND

ELECTRICAL LINE

"H " A

U E

REMOVE EXISTING

UNDERGROUND

ELECTRICAL LINE

EXISTING TRANSFORMER

0 3 6mSCALE 1:300

REMOVAL SITE PLAND4

0 3 6mSCALE 1:300

NEW SITE PLANA4

REMOVE EXISTING

ASPHALT PAVEMENT

NEW SIDEWALK

REMOVE SODDING AND

SOIL EXCAVATION

NEW SODDING

NEW ASPHALT PAVEMENT

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISTING

CONCRETE PAVEMENT

NEW ASPHALT PAVEMENT NEW CONCRETE PAVEMENT

CIVIL DESCRIPTION OF WORK - REMOVAL

REMOVE EXISTING ASPHALT PAVEMENT.1a

2a REMOVE EXISTING CONCRETE PAVEMENT.

REMOVE EXISTING SODDING AND EXCAVATE.

4a REMOVE EXISTING UNDERGROUND ELECTRICAL LINE.

5a REMOVE EXISTING SIDEWALK.

REMAIN EXISTING

UTILITY SHED AND

CONDUIT BELOW SHED

EXISTING UTILITY SHED

NEW SODDING

REMOVE EXISTING

UNDERGROUND

ELECTRICAL LINE

NEW UNDERGROUND

ELECTRICAL LINE

REMOVE SODDING AND

SOIL EXCAVATION

REMOVE EXISTING

ASPHALT PAVEMENT

NEW ASPHALT PAVEMENT

CIVIL DESCRIPTION OF WORK - NEW

PROVIDE NEW ASPHALT PAVEMENT.1A

2A PROVIDE NEW CONCRETE PAVEMENT.

PROVIDE NEW SODDING AND BACKFILL.

4A PROVIDE NEW UNDERGROUND ELECTRICAL LINE.

5A PROVIDE NEW SIDEWALK.

2a REMOVE EXISTING SIDEWALK

4A 5A

NEW EXST

INJECTED JOINT FILLER

0 0.5 1mSCALE 1:50

RESTORATION DETAILE8

CONCRETE PAVEMENT

SURFACE COURSE PLAIN CONCRETE

UNDERLAY PAPER

BASE COURSE

SUB BASE COURSE

163-T18

NEW SODDING 3A

0 0.5 1mSCALE 1:50

TRANSITION DETAILC8

NEW CONCRETE PAVEMENT

TO NEW ASPHALT PAVEMENT

NEW NEW

45°

NEW ASPHALT PAVEMENTNEW CONCRETE PAVEMENT

100 1 200

0.2 0.4m0SCALE 1:20

NEW SIDEWALK DETAILB8

PLAIN CONCRETE

UNDERLAY PAPER

BASE COURSE t=100 t=100

0 0.5 1mSCALE 1:50

CABLE DUCT DETAILA9

NEW SODDING 3A

NEW CABLE AND CONDUIT

TO REPLACE EXST

(SEE ELEC DWG)

WARNING TAPE

600 (VERIFY)

EXISTING OVERHEAD

ELECTRICAL LINES AND

POLES TO REMAIN

EXISTING OVERHEAD

ELECTRICAL LINES AND

POLES TO REMAIN

AM-0001

O N

D U

T, A N

D R

U T

G C

O N

D U

W S

T O

STORAGE AREA

28 850

6 000

1 2

ESESESESES

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

HH 163-4HH 163-5

100mm2 x4 (PE70)

8E6E

2/5M

ELECTRIC WATER HEATER

(BY MECH)

2.0mm x2, G2.0mm (E19)

(NOTE) UNLESS OTHERWISE INDICATED, NUMBER OF WIRES AND CONDUIT SIZES

SHALL BE AS FOLLOWS

22°

ELECTRIC WATER HEATER

(BY MECH)

2.0mm x6, G2.0mm (E31)

2.0mm x4, G2.0 (E25)

2.0mm x8, G2.0mm (E31)

22mm2 x2, G8mm2 (E31)

60mm x 3 in G54

60mm x 3 in G542

ELECTRICAL DESCRIPTION OF WORK - NEW

PROVIDE THE NEW ELECTRICAL SERVICE ENTRANCE NEW CONDUCTORS AND NEWCONDUIT FROM THE NEW PANEL TO THE

TRANSFORMER STATION .

PROVIDE CIRCUIT BREAKER 225AF/200AT FOR B163-11 IN THE EXISTING TRANSFORMER STATION .

CLEAN ELECTRICAL SERVICE ENTRANCE CONDUIT BETWEEN THE MAIN ELECTRICAL PANEL AND OUTSIDE MANHOLE WITH A

MANDREL TO REMOVE ANY FIRE RELATED DEBRIS.

7E PROVIDE CABLES FOR NEW EXHAUST FAN. (TYP)

8E PROVIDE CABLES FOR NEW ROLL-UP DOOR.

PROVIDE A NEW ELECTRICAL MAIN PANELBOARD "LP-F" ON THE EXISTING CONCRETE PAD.

9E PROVIDE DICCONNECT SWITCH AND CABLES FOR NEW ELECTRIC WATER HEATER FOR EMERGENCY EYE WASH. (TYP)

163-11

E E E

ES ES ES ES ES ES ES ES ES ES ES ES

ESES

M O

C E

P O

O R

A N

D M

O D

D S

0 1000 2000SCALE 1:100

MODIFIED POWER FEEDER FLOOR PLAN B163-11 A2

0 10 000SCALE 1:500

MODIFIED SITE PLAN E7

2H V1

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

N O

F D

N D

O C

U M

F O

R R

R W

O U

-1

I G

T, J

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

fe de ra l+

Iz um i S oh ke n

E ng in ee rin g

C o.

, L td

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

6-w w w .e xp fe de ra l.c om

Ja pa n, -0

2, B un ky o

W ar d, O ts uk a, -5 -1

0, S um ito m o

S ei se n

K oi sh ik aw a

B ld g 3f

Te l:

-6

1-w w w .is ec .c o.

E-101

O W

STORAGE AREA

(EXST CONCRETE FLOOR WITH

HARDENER)

EXST CONC PAD FOR ELEC PANEL

ELEC PANEL PREVIOUSLY REMOVED

28 850

6 000

1 2

ESESESES

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

HH 163-4HH 163-5

ELECTRICAL SERVICE ENTRANCE CONDUCTORS

CV38sq-4C AND CONDUIT FEP40 TO BE REMOVED

PROTRUDING CONDUITS E19mm

TO BE REMOVED, TYP

ELECTRICAL SERVICE ENTRANCE CONDUCTORS CV38sq-4C AND CONDUIT FEP40 TO BE REMOVED 1e

PHOTOCELL SWITCH SENSOR

TO BE REMOVED 2e

ELECTRICAL DESCRIPTION OF WORK - REMOVAL

REMOVE THE ELECTRICAL SERVICE ENTRANCE CONDUCTORS AND CONDUIT FROM THE REMOVED PANEL TO THE TRANSFORMER STATION EXCEPT THE CONDUIT UNDER SHED. EXCAVATION SHOULD BE CIVIL WORK.

GRIND FLUSH PROTRUDING CONDUITS FROM A WALL NEAR THE ROOF.

REMOVE THE PHOTOCELL SWITCH SENSOR ON THE NORTHWEST WALL.

4e REMOVE CIRCUIT BREAKER 100AF/75AT FOR B163-11 IN THE EXISTING TRANSFORMER STATION .

163-11

E E E

ES ES ES ES ES ES ES ES ES ES ES ES

ELECTRICAL SERVICE ENTRANCE CONDUCTORS

CV38sq-4C AND CONDUIT FEP40 TO BE REMOVED

CIRCUIT BREAKER 100AF/75AT FOR B163-11

TO BE REMOVED

N A

N D

0 1000 2000SCALE 1:100

REMOVAL ELECTRICAL FLOOR PLAN B163-11A2

0 10 000SCALE 1:500

REMOVAL ELECTRICAL SITE PLAN E7

2H V1

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

N O

F D

N D

O C

U M

F O

R R

R W

O U

-1

I G

T, J

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

fe de ra l+

Iz um i S oh ke n

E ng in ee rin g

C o.

, L td

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

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Te l:

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Ja pa n, -0

2, B un ky o

W ar d, O ts uk a, -5 -1

0, S um ito m o

S ei se n

K oi sh ik aw a

B ld g 3f

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-6

1-w w w .is ec .c o.

ED-101

AM-0001

AutoCAD SHX Text 163-12

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text T.R

AutoCAD SHX Text 163-17

AutoCAD SHX Text 163-16

AutoCAD SHX Text 163-15

AutoCAD SHX Text 163-14

AutoCAD SHX Text 163-13

AutoCAD SHX Text 153-T4

28 850

HSG1

3 685 3 580 3 6853 580 3 580 3 580 3 580 3 580

HSB3 HSB3

Hb Hb Hb Hb

Hb Hb Hb Hb Hb Hb Hb Hb

HbHbHbHbHbHb

GIRDER LIST

HTB

nxm nxm2PLs-

HSG1

2PLs-4PLs-

G.PL H.T.B

HSB1

STEEL MEMBER LIST

HSB3 H-150x75x5x7

H-200x100x5.5x8

REMARKS

END

CENTER H-700x300x13x24 19×300×440M20 19×110×4404x2 @609x1 9×560×170

S.PL

- 2-M16

Hb □-100x100x2.31 - 2-M16

1 2-M16 e ｐｐ e eee

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G.PL

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(TYPE -1)

TYPE1

(mm)

HTB

p (mm) e2 x gt B

(mm) (mm) (mm)

TYPE2 TYPE3

1 2+

HV 10-1-M20M18 34 32.5 x9 70 80 56 72

G.PL TYPEG.PL DETAIL

TYPE1 TYPE2 TYPE3

e=40

OR M

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1e P e 2 B

1 915(*1)J1 915(*1) J

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176 (11da) M16 (da)

192(12da)

ANCHOR DETAIL

GPL-9, RIB PL-6

HTB 2-M16

PL-9

HTB 2-M20

PL-9L65x65x6

LEGEND

HSB3

STK400

Ha C-100x50x20x2.3- - 2-M166SSC400

2-M16

C-100x50x20x2.3

PL-6 (BENDING)

(NEW)

HSB1 HSB1

HSG1

L-90x90x6 (NEW)

HSB1

SB1

1. ● INDICATES NEW MEMBER.

2. INDICATES LOCATION OF JOINT.(SG1:S-502 A2 )

4. HORIZONTAL BRACE SHALL BE HV.

5. INDICATES KNEE BRACE.

6. INDICATES Ha.

7. INDICATES THE LOCATION OF REINFORCEMENT FOR SG1.

SYMBOL MEMBER MATERIAL

SIZE

QTY OF BOLT

FLANGE

JOINT

WEB

SYMBOL MEMBERTYPE MATERIAL

JOINT DETAIL

BRACE LIST

MATERIAL: SS400, HTB: S10T OR F10TJIS TURNBUCKLE BRACE

KNEE BRACE

SYMBOL SIZE

(NOMINAL) QTY-DIA.

PITCH

STRAP

CUT PLATE FLAT BAR

THK REQUIRED W.

GUSSET PLATE

FILLET WELD

REQUIRED WELD LENGTH (mm)

CHEMICAL ANCHOR SCHEDULE

(FROM BOTTOM CHIPPED PORTION)

SURFACE

CHIPPED

JOINT DETAIL OF KNEE BRACEHa JOINT DETAIL

KNEE BRACECHEMICAL ANCHOR

2-M16, EFFECTIVE EMBEDDING DEPTH 12d OR MORE (NEW)

QTY OF BOLT

e=40, p=60

SIZE OF

[-250x90x9x13

A-A SECTION

M16

1 2

(TYPE -2) (TYPE -3)

SPACING

6 000

2S O R

M O

UNLESS OTHERWISE SPECIFIED ：

*ANCHOR REINFORCING BAR LENGTH SHALL BE PROVIDED WITH ADEQUATE ALLOWANCE.

CHEMICAL ANCHOR INSTALLATION PROCESS:

A) BEFORE DRILLING, CHECK THE EXISTING REINFORCEMENT POSITION WITH A REINFORCEMENT EXPLORER, ETC.

B) LOW NOISE TYPE EQUIPMENT SHALL BE USED FOR DRILLING.

C) INSPECTION BY PERCUSSION SHALL BE CONDUCTED AFTER THE INSTALLATION.

NON DESTRUCTIVE INSPECTION WILL BE CARRIED OUT ON 3 INSTALLED ANCHORS WHICH IS RANDOMLY CHOSEN.

THE TEST LOAD IS 26.1kN(M16)

CHEMICAL ANCHOR：PRODUCTS CERTIFIED BY JCAA ( JAPAN CONSTRUCTION ANCHOR ASSOCIATION).

(CAPSUL TYPE, ROTATE-STRIKE TYPE, POLYESTER TYPE EPOXY ACRYLATE TYPE, EPOXY TYPE)

S-501 D2

S-502 A6

S-501 D6 S-501 D6

S-501 D6

*CONTRACTOR SHALL VERIFY EXISTING STEEL MEMBERS SIZES.

REMOVE EXST ＆ PROVIDE NEW G.PL

J J

1 790(*1) 1 790(*1)

3. INDICATES LOCATION OF JOINT.([-250x90x9x13:S-501 A4 )J

*1. CONTRACTOR SHALL VERIFY EXISTING GIRDER JOINT LOCATION ON SITE PRIOR TO CONSTRUCTION.

PRIOR TO STEEL MEMBER FABRICATION.

1. STEEL MEMBER SHALL BE SS400.

2. H.T.B. SHALL BE S10T OR F10T.

UNLESS OTHERWISE SPECIFIED ： 1. STEEL MEMBER SHALL BE SS400.

2. H.T.B. SHALL BE S10T OR F10T.

A4 S-501

SECTIONA4

S-501

CENTER

A4 S-501

JOINT

A4 S-501

TYPICAL

A4 S-501

END

2. CONTRACTOR SHALL SURFACE CLEAN ALL EXISTING ROOF STRUCTURAL FRAMING MEMBERS THAT WILL REMAIN IN ACCORDANCE WITH SPEC 09 90 00.

2H V1

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

N O

F D

N D

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F O

R R

R W

O U

-1

I G

O T, J

N O

C R

O N

D B

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B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

fe de ra l+

Iz um i S oh ke n

E ng in ee rin g

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M ic hi ga n A ve

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W ar d, O ts uk a, -5 -1

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1-w w w .is ec .c o.

S-101

0 1000 2000SCALE 1:100

ROOF FRAME REINFORCEMENT PLANA2

R O

O F

E R

U C

O S

H O

W A

1 400 (EXST) (*3)

EXST WALL

B-B SECTION

C-C SECTION

SPALLED PORTION

FLAKING PORTION

EXPOSED REBAR

EXST WALL

EXST GIRDER

A-A SECTION

EXST COLUMN

REPAIR PROCEDURE:

1. CHIP SPALLED AND SURROUNDING FLAKING PORTION.

C-C SECTION

REPAIR PROCEDURE:

1. CHIP SPALLED AND SURROUNDING FLAKING PORTION.

H-440x300x11x18 (EXST)

SG1

H-692x300x13x20 (EXST)

HSG1

H-700x300x13x24 (NEW)

2. REMOVE RUST FROM REBAR IF EXIST.

3. FILL NON SHRINK GROUT MORTAR BY USING FORMS.

2. REMOVE RUST FROM REBAR IF EXIST.

3. FILL CONCRETE BY USING FORMS.

*4. CONTRACTOR SHALL VERIFY EXST ANCHOR LOCATION ON SITE.

FILL

G1 G1

EXST ANCHOR

EXST GIRDER

EXST WALL

SPALLED & CRACKED AREA

FILLER PLATE t= 4.5

CONCRETE: SPECIFIED DESIGN STRENGTH Fc=24N/mm2

MATERIAL

NON SHRINK MORTAR: SPECIFIED DESIGN STRENGTH Fc=30N/mm2

MATERIAL

A-A SECTION B-B SECTION

GIRDER

COLUMN

SECTION

APPROXIMATE AREA=8SM

EXST GIRDER

SPALLED PORTIONFLAKING PORTION

EXST COLUMN

NON SHRINK MORTAR FILL

NON SHRINK

A-A SECTION

(COLUMN)(WALL)(GIRDER)(COLUMN)(WALL)(GIRDER)

MORTAR

G1 12d

CHEMICAL

ANCHOR(NEW)

APPROXIMATE AREA=30SM

APPROXIMATE AREA=0.4SM

(*1)

FILLER PLATE t= 4.5 (*1)

*1: GAP BY 4MM SHALL BE ADJUSTED BY THE FILLER PLATE

*2: CONTRACTOR SHALL VERIFY EXST BOLT HOLE SPACING ON SITE.

NON SHRINK MORTAR FILL

NEW

200 200

CHEMICAL ANCHOR (NEW)

EXST ANCHOR(*4)

EXST WALL

- 250x90x9x13

EXST GIRDER EXST GIRDER

(S-501 A4 )

EXST WALL

440 (*2)

40 40103@45 3@45

(*2) (*2)

*3: CONTRACTOR SHALL VERIFY JOINT LOCATION ON SITE.

4040 4040

(*2) (*2)

A2 S-502

TOP VIEW

B-B SECTION

11a 11A

LEGEND:

SPALLED & FLAKING EDGE OF CONCRETE COLUMN & GIRDER TO BE REPAIRED

SPALLED AREA WITH FLAKING TO BE REMOVED & REPAIRED

2H V1

U .S

. A R

M Y

C O

O F

R S

N D

A P

US Army Corps of Engineers

N O

F D

N D

O C

U M

F O

R R

R W

O U

-1

I G

O T, J

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10 11 ex p.

fe de ra l+

Iz um i S oh ke n

E ng in ee rin g

C o.

, L td

M ic hi ga n A ve

S ui te

C hi ca go

, I L

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S A

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6-w w w .e xp fe de ra l.c om

Ja pa n, -0

2, B un ky o

W ar d, O ts uk a, -5 -1

0, S um ito m o

S ei se n

K oi sh ik aw a

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-6

1-w w w .is ec .c o.

100 2000SCALE 1:10

REPAIR SPALLED CONCRETE DETAILSE5

100 2000SCALE 1:10

JOINT FILLER PLATE DETAILA2 100 2000SCALE 1:10

CONCRETE GIRDER REPAIR DETAILSA6

S-502

R C

T D

U C

AM-0001

N O

F W

O R

, A

N D

A D

F O

R C

W912HV17D0010A-101

Sheets and Views

A-101 FP-NEW

W912HV17D0010A-102

Sheets and Views

A-102 RF-NEW

W912HV17D0010A-301

Sheets and Views

A-301 SECT - NEW

W912HV17D0010A-601

Sheets and Views

A-601 DOOR & WINDOW SCHEDULE

W912HV17D0010AD-101

Sheets and Views

AD-101 FP-REMOVAL

W912HV17D0010AD-201

Sheets and Views

AD-201 ELEV - REMOVAL

W912HV17D0010AD-301

Sheets and Views

AD-301 SECT - REMOVAL

W912HV17D0010-C 102

Sheets and Views

C102 PLAN SECTION DETAIL

W912HV17D0010E-101

Sheets and Views

E-101 Power Feeder & Site Plan

W912HV17D0010ED-101

シートとビュー

ED-101 Service Entrance Cable Elec Removal

W912HV17D0010S-101

Sheets and Views

S-101 STRUCTURAL PLAN

W912HV17D0010S-502

Sheets and Views

S-502 REINFORCEMENT DETAILS - 2

File details come from the government source that posted it. Updated Jun 17, 2021.