RTA Drawing_Repair Warehouse Bldg 163-11_5-12-21.pdf

REPAIR WAREHOUSE BLDG 163-11

SAGAMI GENERAL DEPOT, JAPAN

PREPARATION OF DESIGN DOCUMENTS FOR

ENGINEERING AND CONSTRUCTION DIVISION

US ARMY ENGINEER DISTRICT, JAPAN

APO AP 96338-5010

SECTION/DETAIL CROSS REFERENCING CONVENTIONS

SHEET TITLE

GENERAL NOTES VICINITY MAPGENERAL DESCRIPTION OF WORK

LOCATION MAP

TITLE

ARCHITECTURAL

HOKKAIDO

HONSHU

SHIKOKU

OKINAWA

KYUSHU

PROJECT LOCATION

SAGAMI GENERAL DEPOT

LIST OF DRAWINGS

1. ALL INSTALLATION AND NEW WORK FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CONTRACT DRAWINGS

AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE INDICATED IN THE CONTRACT DRAWINGS AND VERIFY EXISTING

SITE CONDITIONS.

3. ALL DIMENSIONS AND QUANTITIES RELATED TO THE PROJECT SHALL BE VERIFIED PRIOR TO COMMENCEMENT OF

WORK.

4. DAMAGED CAUSED BY REMOVAL OPERATIONS OR CONSTRUCTION ACTIVITY IN ALL AREAS OF THE PROJECT SITE

SHALL BE REPAIRED/RESTORED TO THE APPROXIMATE ORIGINAL CONDITIONS OR BETTER AND SATISFACTORY TO

THE CONTRACTING OFFICER AT NO COST TO THE GOVERNMENT.

5. ANY DEVIATIONS FROM THE CONTRACT DRAWINGS WHICH ARE REQUIRED BY FIELD CONDITIONS DIFFERING FROM

THOSE INDICATED ON THE DRAWINGS SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE CONTRACTING

OFFICER.

6. MECHANICAL, ELECTRICAL, FURNISHINGS AND OTHER MISCELLANEOUS ITEMS WHICH ARE REQUIRED TO BE

REMOVED PRIOR TO THE INSTALLATION OF NEW WORK SHALL BE TEMPORARILY REMOVED AND REINSTALLED AS

DIRECTED BY THE CONTRACTING OFFICER.

7. ALL MATERIALS REQUIRED TO BE REMOVED IN THIS PROJECT UNLESS REQUESTED TO BE SALVAGED BY THE

CONTRACTING OFFICER, BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE ALL

U.S. GOVERNMENT CONTROLLED PROPERTY IN ACCORDANCE WITH LOCAL AND OTHER GOVERNING LAWS AND

REGULATIONS.

8. THE CONTRACTOR, UPON COMPLETION OF ALL WORK IN THIS PROJECT SHALL LEAVE THE AREA CLEAN AND

COMPLETE TO THE SATISFACTION OF THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE.

9. ALL INDICATED SIZES, DIMENSIONS AND FLOOR AREAS ARE APPROXIMATE AND WAS BASED ON THE AS-BUILT

DRAWINGS. THE CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXACT DIMENSIONS AND AREAS SHOWN.

10. ALL MATERIALS SHOWN ARE NEW EXCEPT WHEN INDICATED AS EXISTING.

11.NO ASBESTOS REMEDIATION IS REQUIRED IN THIS PROJECT, AS A RESULT OF THE SURVEY REPORT PERFORMED BY

ENVIROQUEST DATED JANUARY 4, 2019. LABORATORY ANALYTICAL RESULTS IDENTIFIED TRACES OF ASBESTOS IN

FOUR SAMPLES OF MATERIALS TAKEN FROM THE EXTERIOR WALL TEXTURE AND INTERIOR WALL COATING. BASED

ON THE LABORATORY ANALYTICAL RESULTS, THE MATERIALS WERE PROVEN TO BE NON-ASBESTOS CONTAINING

MATERIALS. REFER TO APPENDIX-G, FOR THE ASBESTOS SURVEY REPORT IN DESIGN ANALYSIS.

12. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME APPROXIMATE LENGTHS AND AREAS FOR CONCRETE WALL

REPAIRS INDICATED IN THE CONTRACT DRAWINGS.

ABBREVIATIONS

STRUCTURAL

REVISION

STATUS

SHEET

ID

G-001

AD-101

PROJECT TITLE, LIST OF DRAWINGS, GENERAL DESCRIPTION OF WORK,

GENERAL NOTES, SECTION/DETAIL CROSS REFERENCING CONVENTIONS

AND ABBREVIATIONS

ED-101

THE RENOVATION SCOPE OF WORK FOR BUILDING 163-11 CONSISTS OF THE FOLLOWING:

1. CIVIL:

WORK INCLUDES REMOVAL OF EXISTING ASPHALT PAVEMENT, EXISTING SOD AREA AND DISCONNECTION OF

EXISTING FIRE PROTECTION LINE TO ACCOMMODATE INSTALLATION OF NEW FIRE PROTECTION LINE. WORK ALSO

INCLUDES RESTORATION OF EXISTING ASPHALT AND SOD AREA.

2. ARCHITECTURAL:

WORK INCLUDES THE PROVISION OF NEW METAL ROOFING, ROOF FLASHING, EAVES GUTTERS AND DOWN SPOUTS, REPLACEMENT OF EXISTING ROLL-UP DOOR, PARTIAL REMOVAL AND RESTORATION OF EXISTING CONCRETE WALL

FOR INSTALLATION OF THE NEW ROLL-UP DOOR GUIDE RAILS, REPLACEMENT OF EXISTING STEEL DOORS AND

FRAMES INCLUDING ACCESSORIES, REPLACEMENT OF EXISTING WALL LOUVERS WITH STAINLESS STEEL SCREEN, REPAIR OF EXISTING CRACKS, FLAKES AND SPALLED ON EXISTING CONCRETE SURFACES, REPAIR OF EXPOSED

REINFORCING BARS ON CONCRETE SURFACES, REPAIR OF SPALLED CONCRETE FLOOR SLAB AND REFINISHING WITH

HARDENER COATING THROUGHOUT THE FLOOR AREA, REPLACEMENT OF JOINT SEALANT ON THE WALL AND FLOOR

SURFACES, REPLACEMENT OF THE EXISTING CONCRETE PAD FOR ELECTRICAL PANEL, REPAINTING OF EXISTING AND

PAINTING OF NEW SURFACES, REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS (ACM) AND OTHER

INCIDENTAL RELATED MISCELLANEOUS ITEMS.

3. STRUCTURAL:

WORK INCLUDES THE REPLACEMENT OF THE EXISTING DAMAGED STEEL GIRDER, PROVISION OF NEW STEEL BEAMS, PURLINS AND CROSS BRACING AS INDICATED ON THE DRAWINGS, REINFORCEMENT OF EXISTING MINOR DAMAGED

ROOF STRUCTURE SUCH AS STEEL GIRDERS, PURLINS, CROSS BRACING AS NECESSARY AND OTHER RELATED

INCIDENTAL MISCELLANEOUS ITEMS.

4. MECHANICAL:

WORK INCLUDES THE REPLACEMENT OF THREE (3) EXISTING ROOF MOUNTED EXHAUST FANS WITH SCREEN, REPLACEMENT OF ONE (1) EXISTING AND PROVIDING ONE (1) NEW EMERGENCY SHOWER/EYEWASH STATION WILL

HAVE TEPID WATER SUPPLY AND DRAIN, PROVISION OF NEW EXTERIOR HOSE BIBB SIMILAR TO THE EXISTING AND

OTHER INCIDENTAL RELATED MISCELLANEOUS ITEMS.

5. ELECTRICAL:

WORK INCLUDES REMOVAL OF EXISTING ELECTRICAL ITEMS AND REPLACEMENT WITH NEW SURFACE MOUNTED

CONDUITS, BOXES FOR MISCELLANEOUS OUTLETS SUCH AS LIGHT SWITCHES, EXIT LIGHTS AND MISCELLANEOUS

OUTLETS. INSTALLATION OF NEW INTERIOR LIGHTING FIXTURES, REPLACEMENT OF SERVICE ENTRANCE

CONDUCTORS, PROVISION OF NEW ELECTRICAL PANEL, INSTALLATION OF TWO EXTERIOR LIGHTING FIXTURES ON

EXISTING STEEL BRACKETS, REPLACEMENT OF EXISTING PHOTOCELL SWITCH SENSOR AND OTHER INCIDENTAL

RELATED MISCELLANEOUS ITEMS.

6. COMMUNICATION:

WORK INCLUDES THE INSTALLATION OF NEW TELEPHONE CABINET, PROVISION OF NEW TELEPHONE AND GROUND

CONDUCTORS, CLEANING OF THE EXISTING CONDUITS BETWEEN THE PULLBOX AND OUTSIDE MANHOLE AND OTHER

INCIDENTAL RELATED MISCELLANEOUS ITEMS.

7. FIRE PROTECTION:

WORK INCLUDES THE INSTALLATION OF NEW WET PIPE SPRINKLER SYSTEM WITH HEATING REQUIREMENT ONLY FOR

THE RISER PIPING FROM THE SLAB TO THE DRY VALVE AND OTHER INCIDENTAL RELATED MISCELLANEOUS ITEMS AS

REQUIRED. NO FIRE ALARM SYSTEM IS REQUIRED PER UFC 3-600-01, SECTION 9-18.5.

MECHANICAL

ELECTRICAL

FIRE PROTECTION

ES/EWS

FACP

ID

AL

ARCH

Ø

ALUMINUM LOUVER

ARCHITECTURAL

DIAMETER

EMERGENCY SHOWER/EMERGENCY EYEWASH STATION

FIRE ALARM CONTROL PANEL

IDENTIFICATION

REMOVAL FLOOR PLAN, EXISTING EXTERIOR AND INTERIOR FINISH

SCHEDULE AND ARCHITECTURAL DESCRIPTION OF WORK-REMOVAL

A-102

S-101

E-101

E-102

FX-101

FX-102

REMOVAL EXTERIOR ELEVATIONS

A-201

A-201

B2

A-101

A3

A-101

A3

A2

B1A1

B2

A-101

ELEVATION INDICATOR, INTERIOR

MULTIPLE VIEWS

ELEVATION INDICATOR, EXTERIOR

A-201

B2

A-201

B2

SECTION INDICATOR FOR

PARTIAL BUILDING

SECTION INDICATOR FOR

BUILDING WITH BREAK

OBJECT REFERENCE

A-301

B2

DETAIL INDICATOR SYMBOL

A-301

B2

0 1000 2000SCALE 1:100

DETAIL/SECTION/ELEVATION TITLE

A4

DRAWING AREA TITLE IDENTIFICATION SYMBOL

A-101

AD-201

MODIFIED FLOOR PLAN, MODIFIED EXTERIOR AND INTERIOR FINISH

SCHEDULE AND ARCHITECTURAL DESCRIPTION OF WORK-MODIFIED

MODIFIED ROOF PLAN AND REPAIR OF CONCRETE SURFEACES

N

N

MODIFIED EXTERIOR ELEVATIONS

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

DIV DIVISION

DS DOWNSPOUT

CONC CONCRETE

EXST EXISTING

A-E ARCHITECT-ENGINEER

D DEPTH

FY FISCAL YEAR

H HEIGHT

MECH MECHANICAL

MM MILLIMETER

N NORTH

RD ROLL-UP DOOR

SD STEEL DOOR

T THICK

TYPICALTYP

W WIDTH

PVC POLYVINYL CHLORIDE

DP DURABLE PAINT FOR STEEL STRUCTURE

A-301 MODIFIED BUILDING SECTIONS

REMOVAL BUILDING SECTIONSAD-301

STL STEEL

PLUMBING LAYOUT-REMOVAL PLAN, DESCRIPTION OF WORK, NOTES AND

ABBREVIATIONS

EQUIPMENT SCHEDULE, PLUMBING AND VENTILATION LAYOUT-MODIFIED PLAN

S-501

MD-101

M-101

ROOF FRAME REINFORCEMENT PLAN

REINFORCMENT DETAILS - 1

REMOVAL POWER FEEDER PLAN AND REMOVAL ELECTRICAL SITE PLAN

MODIFIED SERVICE ENTRANCE CABLE & POWER FEEDER FLOOR PLAN

AND MODIFIED SITE PLAN

FIRE PROTECTION PLAN

FIRE PROTECTION SECTION PLAN

MODIFIED LIGHTING AND RECEPTACLE FLOOR PLAN

E-103

DWG DRAWING

STC STEEL TROWELED CONCRETE

EP EMULSION PAINT

CONTRACTOR

ENTRY GATE #1

S-502 REINFORCMENT DETAILS - 2

A-501 WALL SECTIONS, DETAILS AND KEY PLAN

A-601 NEW AND REMOVAL DOOR AND LOUVER SCHEDULE, DETAILS AND

DOOR KEY PLAN

CIVIL

C-101 PLAN, SECTION AND DETAIL - NEW & REMOVAL

SDx EXISTING STORM DRAINAGE

FP FIRE PROTECTION

POD POINT OF DISCONNECTION

POC POINT OF CONNECTION

VU THIN WALLED POLYVINYL CHLORIDE (PVC)

TELECOMMUNICATION

REMOVAL TELEPHONE SITE PLAN

MODIFIED TELECOMMUNICATION SITE & FLOOR PLAN,

TELECOMMUNICATIONS GROUNDING & BONDING AND PRIMARY BONDING

BUSBAR DETAIL

GENERAL DESCRIPTION OF WORK, NOTES AND LEGENDT-001

T-101

TD-101

C-102 PLAN, SECTION AND DETAIL - NEW & REMOVAL

E-001 GENERAL DESCRIPTION OF WORK, NOTES AND LEGEND

FA-001 FIRE ALARM LEGEND, GENERAL NOTES AND DETAILS

FA-101 FIRE ALARM LAYOUT PLAN

FX-001 FIRE PROTECTION LEGEND, GENERAL NOTES AND DETAILS

MAIN PANELBOARD DIAGRAM & SCHEDULE LIGHTING AND FIXTURE DETAIL

N

CONTRACTOR STORAGE AREA &

CONSTRUCTION STAGING AREA

CONTRACTOR

ENTRY GATE #1

THIS PROJECT

HAULING

ROUTE

THIS PROJECT

U S

A

R M

Y

C

O R

P S

O

F

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

T

R

R E

P A

I R

W

A R

E H

O U

E

B

L D

G

S A

G A

M I

G

E N

E R

D

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C

N

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

P R

J E

T

L E

L I S

T

O

F

D

R A

W I N

G S

D E

S C

R I P

T I O

N

O

F

W

O R

K

G

E N

E R

A L

N

O T

D

S E

C T

I O

N D

E T

A

O

F

E R

E N

C I N

G

C

O N

V E

N T

I O

N S

G-001

CORRECTED FINAL DESIGN / RTA SUBMITTAL

MAY 27, 2019

T I T

L E

REVISED

AutoCAD SHX Text 165-S16

AutoCAD SHX Text 164-S4

AutoCAD SHX Text T-21

AutoCAD SHX Text 173-2

AutoCAD SHX Text

"H" AVENUE

AutoCAD SHX Text

"G" AVENUE

AutoCAD SHX Text

6TH STREET

AutoCAD SHX Text 143-5

AutoCAD SHX Text 141-T14

AutoCAD SHX Text 130-T21

AutoCAD SHX Text

1ST STREET

AutoCAD SHX Text 130-7

AutoCAD SHX Text 141-4

AutoCAD SHX Text

3RD STREET

AutoCAD SHX Text

2ND STREET

AutoCAD SHX Text

4TH STREET

AutoCAD SHX Text 162-S8

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

RR SIGNAL

AutoCAD SHX Text

RR SIGNAL

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

TANKS

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RET. WALL

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

POND

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TANK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

CONC. SWALE

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BROKEN ASPHALT

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RET. WALLS

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 155-5

AutoCAD SHX Text

4TH STREET

AutoCAD SHX Text 153-5

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

ASPALT

AutoCAD SHX Text

ASPALT

AutoCAD SHX Text

PLAT FORM

AutoCAD SHX Text 142-T7

AutoCAD SHX Text T.R

AutoCAD SHX Text T21

AutoCAD SHX Text 143-4

AutoCAD SHX Text 143-4

AutoCAD SHX Text 143-T8

AutoCAD SHX Text 131-T6

AutoCAD SHX Text

130-12 (GATE NO.1)

AutoCAD SHX Text 143-T7

AutoCAD SHX Text

S-201 FENCE

AutoCAD SHX Text 152-T6

AutoCAD SHX Text

(100,000GAL)

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text T15

AutoCAD SHX Text 161-T18

AutoCAD SHX Text 161-T17

AutoCAD SHX Text 161-T13

AutoCAD SHX Text N

AutoCAD SHX Text 143-3

AutoCAD SHX Text

FIRE TRAINING FAC

AutoCAD SHX Text 143-T6

AutoCAD SHX Text T.R

AutoCAD SHX Text T.R

AutoCAD SHX Text 130-T1

AutoCAD SHX Text 151-27

AutoCAD SHX Text 151-30

AutoCAD SHX Text 151-28

AutoCAD SHX Text 161-14

AutoCAD SHX Text 161-16

AutoCAD SHX Text

TRASH

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text

TRASH BIN

AutoCAD SHX Text 164-S6

AutoCAD SHX Text 164-S7

AutoCAD SHX Text 165-S4

AutoCAD SHX Text 141-S2

AutoCAD SHX Text 161-1

AutoCAD SHX Text 151-29

AutoCAD SHX Text 150-S4

AutoCAD SHX Text 140-S1

AutoCAD SHX Text 141-S1

AutoCAD SHX Text 173-S1

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 172-S7

AutoCAD SHX Text 162-S11

AutoCAD SHX Text 174-1

AutoCAD SHX Text 132-S3

AutoCAD SHX Text 143-S1

AutoCAD SHX Text 142-3

AutoCAD SHX Text 154-4

AutoCAD SHX Text 154-7

AutoCAD SHX Text 150-S1

AutoCAD SHX Text 150-S2

AutoCAD SHX Text 151-S4

AutoCAD SHX Text 151-S10

AutoCAD SHX Text 172-S9

AutoCAD SHX Text 171-18

AutoCAD SHX Text 141-17

AutoCAD SHX Text 165-T17

AutoCAD SHX Text 1N

AutoCAD SHX Text 2N

AutoCAD SHX Text 3N

AutoCAD SHX Text

10,000GAL

AutoCAD SHX Text

6,000GAL

AutoCAD SHX Text

6,000GAL

AutoCAD SHX Text T22

AutoCAD SHX Text 161-T19

AutoCAD SHX Text 161-T20

AutoCAD SHX Text

AutoCAD SHX Text 151-31

AutoCAD SHX Text 150-T6

AutoCAD SHX Text 151-S26

AutoCAD SHX Text 153-T4

AutoCAD SHX Text 163-T18

AutoCAD SHX Text T-23

AutoCAD SHX Text 161-T15

AutoCAD SHX Text 131-S2

AutoCAD SHX Text 130-S8

AutoCAD SHX Text 130-S3

AutoCAD SHX Text 151-S1

AutoCAD SHX Text 151-16

AutoCAD SHX Text 152-S2

AutoCAD SHX Text 153-S2

AutoCAD SHX Text 143-T9

AutoCAD SHX Text 143-T10

AutoCAD SHX Text Gate

AutoCAD SHX Text Gate

AutoCAD SHX Text 143-S12

AutoCAD SHX Text 161-T21

AutoCAD SHX Text

161-22 (WASH FACILITY)

AutoCAD SHX Text 151-T18

AutoCAD SHX Text

OBSCURED

AutoCAD SHX Text

OBSCURED

AutoCAD SHX Text

POND

AutoCAD SHX Text

POND

AutoCAD SHX Text

POND

AutoCAD SHX Text

POND

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text O.T

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text 143-T9

AutoCAD SHX Text 143-T10

AutoCAD SHX Text

GATE

AutoCAD SHX Text 153-S2

DS

DS

FPFP

D

G

F

E

C

B

A

FP

DS

DS

DS

FPFPFP

D

G

F

E

C

B

A

FP

F P

F P

F P

F P

F P

F P

F P

F P

F P

F P

S D x S

D x

S D x S

D x

S D x S

D x

S D x S

D x

S D x S

D x

S D x S

D x

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

EXISTING FIRE PROTECTION LINE

POINT OF DISCONNECTION

1a

CIVIL DESCRIPTION OF WORK - REMOVAL

REMOVE EXISTING ASPHALT PAVEMENT.1a

3a

2a

REMOVE EXISTING FIRE PROTECTION PIPE.

REMOVE EXISTING SODDING AND EXCAVATE.

LEGEND

ASPHALT CUTTING LINE

2a

REMOVE EXISTING FIRE

PROTECTION PIPE

2a

REMOVE EXISTING

ASPHALT PAVEMENT

1a

SOIL EXCAVATION 3a

CIVIL DESCRIPTION OF WORK - NEW

PROVIDE NEW ASPHALT PAVEMENT.1A

3A

2A

ABANDON IN PLACE EXISTING FIRE PROTECTION LINE.

1ANEW ASPHALT PAVEMENT

NEW FIRE PROTECTION LINE

POINT OF CONNECTION

2AEXISTING FIRE PROTECTION LINE

TO BE ABANDONED IN PLACE

1ANEW PIPE CAP

EXISTING FIRE PROTECTION PIPE

4A

4A

4ANEW FIRE PROTECTION LINE

NEW FIRE PROTECTION LINE

POINT OF CONNECTION

EXISTING FIRE PROTECTION PIPE

4A

PROVIDE NEW SODDING AND BACKFILL.

3ANEW SODDINGREMOVE EXISTING SODDING 3a

POD

POC

POC

REMOVAL WORK DESCRIPTION SYMBOL1a

NEW WORK DESCRIPTION SYMBOL1A

POC

POD

UTILITY POINT OF CONNECTION SYMBOL

UTILITY POINT OF DISCONNECTION SYMBOL

W

A S

P H

A L

T

P A

V E

M E

N T

S A

C

K F

I L

L

300300

NEW FIRE PROTECTION PIPE

ASPHALT CUTTING LINE 1A

TACK COAT

1A NEW ASPHALT PAVEMENT

PRIME COAT

SUB BASE

H

B A

C K

F I L

L

BACKFILLING

WITH ORIGINAL SOIL

NEW FIRE PROTECTION PIPE

W

4A4A

3A

NEW SODDING 3A

N

STANDARD EXCAVATION WIDTH

PIPE DIAMETER

EXCAVATION

WIDTH (W)

700MM

(500MM)

150MM OR

LESS

NOTE:

1. THE 500MM EXCAVATION WIDTH SHALL BE TAKEN IN CASE

EXCAVATION IS DONE BY MAN POWER.

2. THE FINAL THICKNESS OF EACH LAYER, MATERIAL, STRENGTH

AND BEARING CAPACITY SHOULD BE EQUAL TO THE EXISTING

CONDITIONS.

0 1 2mSCALE 1:100

REMOVAL SITE PLAN

C1

0 1 2mSCALE 1:100

NEW SITE PLAN

C4

EXISTING FIRE PROTECTION LINE

TO EXISTING BLDG 163-13

EXISTING FIRE PROTECTION

LINE TO EXISTING BLDG 163-13

0.2 0.4m0SCALE 1:20

NEW SODDED AREA SECTION

A1

0.2 0.4m0SCALE 1:20

NEW ASPHALT PAVEMENT SECTION

A3

P L

A N

S

E C

T I O

N

A

T

A

M

O V

A L

C I V

I L

C-101

R8-3

R8-4

V U

Ø

V U

Ø

V U

Ø

EXISTING STORM DRAINAGE MANHOLE

EXISTING U-TYPE DITCH

U450X450

NEW DOWNSPOUT, TYPNEW DOWNSPOUT, TYP

EXISTING FIRE PROTECTION PIPE

EXISTING STORM DRAINAGE MANHOLE

EXISTING STORM DRAINAGE MANHOLE

EXISTING U-TYPE DITCH

R8-3

R8-4

V U

Ø

V U

Ø

V U

Ø

U450X450

300 300

N

NEW FIRE PROTECTION LINE SYMBOL

EXISTING FIRE PROTECTION LINE SYMBOL

FP

FP

EXISTING STORM DRAINAGE LINE SYMBOL

SD

0.2 0.4m0SCALE 1:20

NEW SODDING DETAIL

A7

300 300 300 300

300 300 300 300

100MM THICK TOP SOIL

NEW SODDING (KOURAI SHIBA)

TYPICALTYPICAL

NEW SODDING PLAN

NEW SODDING SECTION

COMPACTED SUBGRADE

10MM THICK SAND TOPPING

T Y

P I C

A L

NEW SODDING (KOURAI SHIBA)

3A

3A

NEW PIPE CAP SYMBOL

U-TYPE DITCH

U450

EXCAVATION SLOPE:

EXCAVATION

DEPTH (H)

H < 1M

1M ≤ H < 5M

3M ≤ H < 5M

STRAIGHT

0.3

0.5

EXCAVATION

SLOPE (N)

BASE COURSE

ORIGINAL SOIL

(SATISFACTORY

MATERIAL)

3A

EXST

N E

W

3 000

1 500

EXISTING STORM DRAINAGE MANHOLE

SOIL EXCAVATION 3a

REMOVE EXISTING SODDING 3a 3ANEW SODDING

REMAIN FIRE PROTECTION PIPE

N

0.1 0.2m0SCALE 1:10

ASPHALT PAVEMENT RESTORATION DETAIL

D7

NEW EXST

SURFACE COURSE DENSE GRADED

ASPHALT CONCRETE

1A

PRIME COAT

BASE COURSE

SUB BASE COURSE

NEW GATE VALVE

5ANEW GATE VALVE

NEW BURIED IDENTIFICATION TAPE

NEW BURIED

IDENTIFICATION TAPE

Ø150 Ø150

Ø

Ø

Ø

N

Ø200 Ø200

5A

PROVIDE NEW FIRE PROTECTION LINE.

PROVIDE NEW UNDERGROUND GATE VALVE WITH AN APPROVED ROADWAY BOX WITH T-WRENCH.

0.2 0.4m0SCALE 1:20

NEW GATE VALVE BOX DETAIL

A8

300x300

100 100

500x500

200x450

PLAIN CONCRETE

FOUNDATION

VALVE BOX

PLAIN CONCRETE

FOUNDATION

GATE VALVE

PLAIN CONCRETE

FOUNDATION

ES ES ES ES ES ES ES

ES

ES

ES

E S

E S

E

E

E

E

ES ES ES ES ES ES ES

ES

ES

ES

E S

E S

E

E

E

E

W

H

V

F

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P

T E

M B

R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

P L

A N

S

E C

T I O

N

A

T

A

M

O V

A L

C I V

I L

C-102

E E

E

E E

E

E

4TH STREET

4TH STREET

H

A

V E

N U

E

163-T18

R A

M P

R A

M P

163-13

163-13163-12

163-12

R A

M P

PLATFORM PLATFORM

R A

M P

PLATFORM PLATFORM

163-11

163-11

REMOVE EXISTING UNDERGROUND

ELECTRICAL LINE

EXISTING TRANSFORMER

EXISTING ELECTRICAL MANHOLE

TO REMAIN

EXISTING ELECTRICAL MANHOLE

EXISTING ELECTRICAL MANHOLE

TO REMAIN

EXISTING ELECTRICAL MANHOLE

ASPHALT PAVEMENT CONCRETE PAVEMENT

ASPHALT PAVEMENT CONCRETE PAVEMENT

NEW UNDERGROUND

ELECTRICAL LINE

NEW UNDERGROUND

ELECTRICAL LINE

H

A

V E

N U

E

REMOVE EXISTING

UNDERGROUND

ELECTRICAL LINE

EXISTING TRANSFORMER

0 3 6mSCALE 1:300

REMOVAL SITE PLAN

D4

0 3 6mSCALE 1:300

NEW SITE PLAN

A4

E

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

3a

2a

REMOVE EXISTING CONCRETE PAVEMENT.

REMOVE EXISTING SODDING AND EXCAVATE.

4a

REMOVE EXISTING UNDERGROUND ELECTRICAL LINE.

5a

REMOVE EXISTING SIDEWALK.

REMAIN EXISTING

UTILITY 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

3A

2A

PROVIDE NEW CONCRETE PAVEMENT.

PROVIDE NEW SODDING AND BACKFILL.

4A

PROVIDE NEW UNDERGROUND ELECTRICAL LINE.

5A

PROVIDE NEW SIDEWALK.

1a

1a

1a

2a REMOVE EXISTING SIDEWALK

3a

3a

4a

4a

4a

5a

1A

1A

1A

2A

3A

3A

4A

4A

4A 5A

NEW EXST

INJECTED JOINT FILLER

0 0.5 1mSCALE 1:50

RESTORATION DETAIL

E8

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 DETAIL

C8

NEW CONCRETE PAVEMENT

TO NEW ASPHALT PAVEMENT

NEW NEW

NEW ASPHALT PAVEMENTNEW CONCRETE PAVEMENT

100 1 200

0.2 0.4m0SCALE 1:20

NEW SIDEWALK DETAIL

B8

PLAIN CONCRETE

UNDERLAY PAPER

BASE COURSE t=100 t=100

0 0.5 1mSCALE 1:50

CABLE DUCT DETAIL

A9

NEW SODDING 3A

NEW CABLE TO

REPLACE EXST

(SEE ELEC DWG)

EXST CONDUIT

TO REMAIN, TYP

WARNING TAPE

V

E R

I F

Y

600 (VERIFY)

EXISTING OVERHEAD

ELECTRICAL LINES AND

POLES TO REMAIN

EXISTING OVERHEAD

ELECTRICAL LINES AND

POLES TO REMAIN

1 2

G

F

E

C

B

A

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.

3a

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

4a

6a

REMOVE EXISTING STEEL DOORS AND FRAMES INCLUDING HARDWARES.

2a

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

7a

REMOVE CORRODED FIXED ALUMINUM LOUVERS WITH STAINLESS STEEL SCREENS.

5a

EXST FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

EXST CONC FLOOR

EXST CONC FLOOR

EXST DOWNSPOUT

TO REMAIN

DS

DS

DS DS

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.

8a

9a

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

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

CONCRETE

ROLL-UP DOOR HOUSING

EXPOSED CONCRETE

HARDENER

DAMAGED PORTION

DAMAGED PORTION

DAMAGED PORTION

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

6a

5a

EXST BOLLARD, TYP

EXST CONC PAD FOR

REMOVED ELEC PANEL

3a

EXST PVC

DOWNSPOUT, TYP

2a

EXST PVC

DOWNSPOUT, TYP

2a

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

4a

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

EXPOSED CONCRETE

REMARKS (EXST CONDITION)

LEGEND

X

XX

EXST DOOR AND LOUVER SYMBOL.

1a

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

A R

F

I R

E

B

L A

C K

E N

L

L

S

U R

F A

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.

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

R E

M O

V A

L

F

L O

A

N

E

X I S

T I N

G

E

X T

E R

I O

R

A

N D

I N

T E

R I O

R

F

I N

I S

H

S

C H

E D

U L E

S

A

C

H I T

E C

T U

R A

L

D E

S C

R I P

T I O

N

O

F

W

O R

K

R

E M

O V

A L

A R

C H

I T

E C

T U

R A

L

0 1 2mSCALE 1:100

REMOVAL FLOOR PLAN

A3

A-201

B2

A-201

E7

A-201

E2

A-201

B7

A-301

C2

A2

A-301

A-301

B7

A-301

E7

AD-101

28 850 30 850

ROLL-UP DOOR OPENING

EXST CANOPY

EXST ALUM LOUVER

WITH SCREEN, TYP

EXST BOLLARD

EXST CONC

CANOPY

28850 30 850

6a

4a 5a 8a

EXST STEEL ROOF

TIGHT FRAME, TYP

1a

EXST DOWNSPOUT

2a

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

7a

EXST WALL CRACK, TYP

EXST DOWNSPOUT, TYP

2a

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

2a

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

3a

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

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

2a

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.

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

R E

M O

V A

L E

X T

E R

I O

R

E

L E

V A

T I O

N S

A R

C H

I T

E C

T U

R A

L

0 1 2mSCALE 1:100

SOUTH ELEVATION

B2

0 1 2mSCALE 1:100

NORTH ELEVATION

E2

0 1 2mSCALE 1:100

EAST ELEVATION

E7

0 1 2mSCALE 1:100

WEST ELEVATION

B7

AD-201

28850

FFL

GL

TOB

30 850

1 000

28 850

FFL

GL

TOB

30 850

FFL

GL

TOB

8a

EXST BOLLARD

EXST ALUMINUM

LOUVER FRAME

(NO LOUVER)

9a EXST ALUM LOUVER

WITH SCREEN, TYP

8a

EXST DOWNSPOUT

2a

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

2a

EXST ROLL-UP

DOOR HOUSING4a

EXST CONC

COLUMN

EXST CONC

COLUMN

13a

EXST FLOOR

CRACK, TYP

EXST ROOF STEEL

TIGHT FRAME, TYP

1a

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 5a3a

EXST 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

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

R E

M O

V A

L

B

U I L

D I N

G

S

E C

T I O

N S

A R

C H

I T

E C

T U

R A

L

0 1 2mSCALE 1:100

BUILDING SECTION-2

E7

0 1 2mSCALE 1:100

BUILDING SECTION-4

B7

0 1 2mSCALE 1:100

BUILDING SECTION-3

B2

0 1 2mSCALE 1:100

BUILDING SECTION-1

E2

AD-301

EXST CANOPY ABOVE

STORAGE AREA

(EXST CONCRETE FLOOR WITH

HARDENER)

NEW FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

DS

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

4A

1 2

G

F

E

C

B

A

1 000 1 000

MODIFIED - ARCHITECTURAL DESCRIPTION OF WORK

1A

3A

4A

6A

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.

7A

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

10A

5A

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

9A

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

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

8A

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

DP

DP

DP

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

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

DP

NATURAL

NATURAL

EP

HARDENER COATING

REPAIR DAMAGED PORTION

REPAIR DAMAGED PORTION

REPAIR DAMAGED PORTION

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)

7A

EXST BOLLARD TO REMAIN, TYP

NEW DOWNSPOUT, TYP

2A

2A

13A

NEW ALUM LOUVER

WITH SCREEN

8A

15A

15A

15A

NEW DOOR STOP

NEW ALUMINUM LOUVER

WITH SCREEN, TYP

NEW ALUM LOUVER

WITH SCREEN, TYP

NEW DOWNSPOUT, TYP

10A

8A

DS

DS

DS

DS

DS

LEGEND

X

XX

NEW DOOR AND LOUVER SYMBOL.

1A

NEW WORK DESCRIPTION SYMBOL

EXST CONCRETE WALL

EXST STEEL COLUMN WITH CONC COVERING

EXST CONC FLOOR

EXST CONC FLOOR

REPAINT

REPAINT

METAL ROOF EXPOSED ROOF BACKING

EP

EP

PAINT

PAINT

PAINT

REPLACE

REPLACE

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)

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

M O

D I F

I E

D

F

L O

A

N

M

D I F

I E

D

E

X T

E R

I O

R

A

N D

I N

T E

R I O

R

F

I N

I S

H

S

C H

E D

U L E

S

A

C

H I T

E C

T U

R A

L

D E

S C

R I P

T I O

N

O

F

W

O R

K

M

O D

I F

I E

D

A R

C H

I T

E C

T U

R A

L

0 1 2mSCALE 1:100

MODIFIED FLOOR PLAN

A3

A-201

B2

A-201

E7

A-201

E2

A-201

B7

A-202

E7

B2

A-301

A-301

B7

A-301

E7

A-101

DS

DS

DS

DS

DS

SLOPE

28 850

1:20

NEW PVC DOWNSPOUT, TYP

2A

NEW GUTTER, TYP

2A

NEW RIB-TYPE METAL ROOF

1A

NEW ROOF

VENTIILATOR, TYP

(MECH WORK)

NEW METAL RIDGE FLASHING

1A

NEW METAL GABLE FLASHING

1A

EXST CONC CANOPY

TO REMAIN, TYP

SLOPE

1:20

A

B

C

D

E

F

G

EXST CONC CANOPY

TO REMAIN, TYP

15A

15A

15A

EXST METAL CANOPY

TO REMAIN

3~5

PRIMER

APPLICATION

FILLING WITH

SEALING MATERIAL

SEALING MATERIAL

POLYMER CEMENT

MORTAR

APPROXIMATE LENGTH = 150 LM

SEALING MATERIAL

TO MATCH EXISTING

CHIP SPALLING AND FLAKING

PORTION AND REPAIR WITH

PRIMER CEMENT MORTAR

REPAIR OF CRACKS BY FILLING METHOD

APPROXIMATE AREA = 10 SM

REPAIR SPALL AND NEW JOINT SEALANT

APPROXIMATE AREA = 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

A

B

C

D

E

F

G

OF EXST CRACKS WITH SEALANT

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

REPLACEMENT OF SEALANT

ON REPAIRED CRACKS AND REPAIR

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

R E

F L

E C

T E

D

C

E I L

I N

G

A

M

D

I F

I E

D

R

O O

F

P

L A

N S

A N

D

R

E P

A

C

O N

C R

E T

E

S

U R

F A

C E

S

A R

C H

I T

E C

T U

R A

L

A-102

N

0 1 2mSCALE 1:100

MODIFIED ROOF PLAN

A8

A-501

A7

0 1 2mSCALE 1:100

REFLECTED CEILING PLAN

A2

2 1

28 850

GA

30 850

NEW STEEL ROLL-UP DOOR

EXST METAL CANOPY

NEW ALUM LOUVER

WITH SCREEN, TYP

EXST BOLLARD,

TYP

NEW STEEL DOOR

1 2

28850

A G

30 850

6A

4A

8A

NEW PVC DOWNSPOUT

2A

EXST NO

SMOKING

SIGN TO BE

REINSTALLED

EXST DANGER

SIGN TO BE

REINSTALLED

EXST BLDG NUMBER

SIGN TO BE

REINSTALLED

EXST LIGHTING

SUPPORT (ELEC WORK)

EXST LIGHTING

SUPPORT

(ELEC WORK)

REPAINT PVC

DOWNSPOUT

OFF LIMIT SIGN

TO BE REINSTLLED

EXST HOSE BIBB

(MECH WORK)

EXST WHSE 22 SIGN

TO BE REINSTALLED

NEW STEEL DOOR

EXST ELEC

CONDUITS

(ELEC WORK)

NEW PVC DOWNSPOUT, TYP

2A

NEW SEALANT ON

EXST WALL JOINT, TYP

EXST METAL

CANOPY

EXST BOLLARD

EXST CONC WALL

EXST CONC

WALL, TYP

EXST CONC

CANOPY

NEW ALUM LOUVER

WITH SCREEN, TYP

9A

EXST NO

SMOKING

SIGN TO BE

REINSTALLED

EXST BLDG

NUMBER SIGN TO

BE REINSTALLED

EXST METAL

CANOPY

EXST CONCRETE

WALL, TYP

EXST NO SMOKING

SIGN TO BE

REINSTALLED

EXST DOWNSPOUT

EXST BLDG

NUMBER SIGN

TO BE REINSTALLED

NEW PVC

DOWNSPOUT

2A

15A

EXST CONC

CANOPY

NEW ROOF VENTILATOR

(MECH WORK)

13A

NEW PVC DOWNSPOUT, TYP

15A

15A

15A

NEW RIB-TYPE

METAL ROOF

1A

NEW RIB-TYPE

METAL ROOF

1A

15A

1:20

7A

15A

2A

3A

NEW ALUM LOUVER

WITH SCREEN, TYP

9A

EXST PORTION

OF PVC DOWNSPOUT

TO REMAIN, TYP

EXST PORTION

OF PVC DOWNSPOUT

TO REMAIN, TYP

15A

15A

15A

15A

15A

15A

NEW ROOF VENTILATOR

(MECH WORK)

NEW ROOF VENTILATOR

(MECH WORK)

EXST PORTION

OF PVC DOWNSPOUT

TO REMAIN, TYP

0 1 2mSCALE 1:100

SOUTH ELEVATION

B2

0 1 2mSCALE 1:100

NORTH ELEVATION

E2

0 1 2mSCALE 1:100

EAST ELEVATION

E7

0 1 2mSCALE 1:100

WEST ELEVATION

B7

17A

17A

17A

17A

17A

17A

17A

17A

17A

NEW SEALANT ON

EXST WALL JOINT, TYP

13A

NEW SEALANT ON

EXST WALL JOINT, TYP

13A

NEW SEALANT ON

EXST WALL JOINT, TYP

13A

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

M O

D I F

I E

D

E

X T

E R

I O

R

E

L E

V A

T I O

N S

A R

C H

I T

E C

T U

R A

L

A-201

1:20

1 2

28 850

FFL

GL

TOB

AG

30 850

1 000

2 1

28 850

FFL

GL

TOB

GA

30 850

FFL

GL

TOB

NEW STEEL ROLL-UP DOOR

NEW 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

7A

NEW PVC DOWNSPOUT

2A

NEW STEEL DOOR

6A

ROOF STEEL FRAMES

(STRUCTURAL WORK)

NEW PVC

DOWNSPOUT

2A

PAINT CONC

COLUMN, TYP

FIRE SPRINKLER

RISER (FP WORK)

REPAINT BOLLARD, TYP

REPAIR CONC WALL

WITH BLACKENED AND

UNEVEN SURFACES, TYP

14A

4A

15A

NEW RIB-STEEL ROOF

1A

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

15A

PAINT CONC

BEAM, TYP

15A

PAINT CONC

COLUMN, TYP

15A

REPAIR DAMAGED

CONC FLOOR, TYP

10A

1:20

12A

REPAIR FLAKES

SURFACE, TYP

11A

NEW METAL

GUTTER

2A

NEW ES/EWS

(MECH WORK)

3A15A

15A

NEW RIB-STEEL ROOF

1A

NEW PVC

DOWNSPOUT

2A

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

13A

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

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

M O

D I F

I

U I L

D I N

G

S

E C

T I O

N S

A R

C H

I T

E C

T U

R A

L

A-301

0 1 2mSCALE 1:100

BUILDING SECTION-2

E7

0 1 2mSCALE 1:100

BUILDING SECTION-4

B7

0 1 2mSCALE 1:100

BUILDING SECTION-3

B2

0 1 2mSCALE 1:100

BUILDING SECTION-1

E2

1 000

A

G

400 630

75 75

3 075

20 150

75 75

20 150

190 190

V A

R I E

S

1 000

V A

R I E

S

G

E

C

A

A

75 75

20 150

V A

R I E

S

E X

S T

T

Y P

690 x 690

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

A-501

0.1 0.2m0SCALE 1:10

DETAIL-1

A1

0.1 0.2m0SCALE 1:10

DETAIL-2

A3

0.1 0.2m0SCALE 1:10

DETAIL-3

B5

0.3 0.6m0SCALE 1:30

SECTION-1

D1

0.3 0.6m0SCALE 1:30

SECTION-2

D3

0.3 0.6m0SCALE 1:30

SECTION-3

D6

TOB

FL

GL

TOB

FL

GL

TOB

FL

GL

NEW RIBBED TYPE

METAL ROOFING, TYP

W A

C

T I O

N S

D

E T

A I L

S

A

K

Y

A

N

NOT TO SCALE

KEY PLAN

A9

N

A-501

D1

A-501

D6

0.3 0.6m0SCALE 1:30

SECTION-4

D9

1A

EXISTING WALL

CONCRETE SURFACE

12A

NEW PVC DOWNSPOUT

2A

NEW METAL GUTTER

2A

TO STORM DRAIN

REPAIR DAMAGED

CONCRETE FLOOR

10A 13A

EXISTING OR NEW

STEEL STRUCTURE

(SEE STRUCTURAL DWGS)

15A

REPAIR DAMAGED

CONCRETE FLOOR

10A 13A

11A 13A 15A

EXISTING AND NEW

STEEL STRUCTURE

(SEE STRUCTURAL DWGS)

15A

EXISTING WALL

CONCRETE SURFACE

12A11A 13A 14A 15A

EXISTING CANOPY

METAL ROOF

15A

EXISTING CANOPY

STEEL FRAME

15A

EXISTING CANOPY

DOWNSPOUT

15A

EXISTING WALL

CONCRETE SURFACE

12A 13A 14A 15A

EXISTING WALL

CONCRETE SURFACE

12A 13A 15A

8A

NEW RIBBED TYPE

METAL ROOFING, TYP

1A

NEW RIBBED TYPE

METAL ROOFING, TYP

1A

EXISTING CONCRETE BEAM

15A

EXISTING EXTERIOR

CONCRETE WALL

11A 12A 15A

EXISTING EXTERIOR

CONCRETE WALL

12A 15A

EXISTING EXTERIOR

CONCRETE WALL

12A 15A

EXISTING EXTERIOR

CONCRETE WALL

12A 15A

11A

11A

11A

REPAIR DAMAGED

CONCRETE FLOOR

10A 13A

EXISTING BOLLARD

(TYP)

15A

NEW ELECTRICALLY

OPERATED STEEL

ROLL-UP DOOR

4A

NEW FIXED ALUMINUM LOUVER

NEW STEEL DOOR AND FRAMES

6A

REPAIR DAMAGED

CONCRETE FLOOR

10A 13A

NEW RIBBED TYPE

METAL ROOFING, TYP

1A

EXISTING CONCRETE BEAM

15A

NEW METAL

GUTTER

2A

NEW PVC DOWNSPOUT

2A

NEW RIBBED TYPE

METAL ROOFING, TY

1A

EXISTING CONCRETE BEAM

15A

EXISTING AND NEW

STEEL STRUCTURE

(SEE STRUCTURAL DWGS)

15A

EXISTING AND NEWSTEEL

STRUCTURE

(SEE STRUCTURAL DWGS)

15A

NEW RIBBED TYPE

METAL ROOFING, TYP

1A

NEW METAL FLASHING

1A

A-501

A3

A-501

A1

EXISTING EXTERIOR

CONCRETE WALL

12A 15A

EXISTING CONCRETE

CANOPY

15A

A-501

A6

TOB

NEW METAL RIDGE

FLASHING

1A

A R

C H

I T

E C

T U

R A

L

EXST CONC STOOP

EXST CONC ASPHALT

PORTION OF EXST

PVC DOWNSPOUT

ROOF VENTILATOR, TYP

(SEE DWG M-101)

FASTENING SCREW

STEEL SUPPORT

L-50x50x4

SEALANT

ALL AROUND

METAL FLASHING

0.5 MM THK.

ROOF END CLOSURE

BASE OPENING

NOT TO SCALE

ROOF VENTILATOR MOUNTING DETAIL

A7

A-501

D9

A-501

D3

A-501

B5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ELEVATION

GLASS

REMARKS

TYPE

FINISH

HARDWARE

LOCATION

2EA 1EA

MARK & QTY

NEW DOOR AND LOUVER SCHEDULE

SD

RD

AL

4EA

FL

STORAGE AREA

STEEL ROLL-UP DOOR

PAINT (DP)

FIXED ALUMINUM LOUVER

NATURAL

STORAGE AREA STORAGE AREA

FL

SINGLE SWING STEEL DOOR

FL

1 400

WITH STAINLESS STEEL INSECT SCREENELECTRIC OPERATED, WIND RESISTANCE

5 100

D

STORAGE AREA

1 2

G

F

E

C

B

A

AL

RD

AL

SD

AL

SD

AL

SET HARDWARE

10 10

V

E R

I F

Y

45 45 100

15020

15020

75 70 25

T

O

F

L

PAINT (DP)

GL

G

400 630

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 (LATCHBOLT

RETRACTED BY KEY OUTSIDE OR BY LEVER INSIDE. OUTSIDE LEVER IS

ALWAYS INOPERATIVE. AUXILIARY LATCH DEADLOCKS LATCHBOLT

WHEN DOOR IS CLOSED. INSIDE LEVER IS ALWAYS FREE FOR

IMMEDIATE EGRESS), CLOSER x 1, THRESHOLD x 1, DOOR SWEEP x 1, SET FRAME SEALS x 1, DRIP x 1, SST KICK PLATE (BOTH SIDES)

N E

W

A

M

O V

A L

D

O O

R

A

U

V

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

REMARKS

QTY

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

SEALANT

EXISTING EXTERIOR

CONCRETE WALL

EXISTING INTERIOR

CONCRETE WALL

SEALANT

ALUMINUM FRAME

ALUMINUM BLADE

ALUMINUM SILL

ALUM FLASHING

CONCRETE FILL

CONCRETE FILL

STAINLESS

STEEL SCREEN

DOOR OR LOUVER SHOWN ON PLANS

CORRESPOND TO NUMBERS SHOWN IN

DOOR AND WINDOW SCHEDULE

X

XX

SYMBOL

S C

H E

D U

L E

D

E T

A I L

S

A

O

R

K

Y

NOT TO SCALE

DETAIL-1

C6

NOT TO SCALE

DETAIL-2

C9

0 0.5 1mSCALE 1:50

DOOR KEY PLAN

A2

CONCRETE FILL

SEALANT

SEALANT

EDGE OF EXST CONC STOOP

0.2 0.4m0SCALE 1:20

DETAIL-3

A6

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-4

A8

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

CONTROL SWITCH

0.1 0.2m0SCALE 1:10

DETAIL-5

B8

L-40x40x6 STEEL

2L-40x40x6 STEEL

FL

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 R

E

N G

I N

E E

R S

J A

P A

N

D

I S

T R

I C

T

A P

O

A

P

US Army Corps of Engineers

P R

E P

A R

A T

I O

N

O

F

D

E S

I G

N

D

O C

U M

E N

R

R E

P A

R

E H

O U

D

G

S A

G A

M I

G

E N

E R

P

O T

J A

P A

N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

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

N

M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

S A

Te l:

2-

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.

jp

A R

C H

I T

E C

T U

R A

A-601

28 850

HSG1

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

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

HSB3 HSB3

H S

B

H S

B

HSB3 HSB3

H S

B

H S

B

Hb Hb Hb Hb

Hb Hb Hb Hb Hb Hb Hb

Hb

Hb

HbHbHbHb Hb

GIRDER LIST

HTB

nxm nxm

2PLs-

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 ｐ ｐ e eee

G.PL

e

Ｂ ｐ

Ａ Ｎ

G.PL

ee p

G.PL

(TYPE -1)

TYPE1

S

(mm)

HTB

p

(mm) e2 x gt

B

(mm) (mm) (mm)

TYPE2 TYPE3

1 2

HV 10-1-M20M18 34 32.5 x

9 70

80 56 72

G.PL TYPE

G.PL DETAIL

TYPE1 TYPE2 TYPE3

e=40

2S

O R M

O R E e

P e 2 B

1 915(*1)

J 1 915(*1)

J

L-65x65x6 9

2-M20

D a d a le

Da da le ln l

176 (11da)

M16 (da)

192(12da)

ANCHOR DETAIL

GPL-9, RIB PL-6

HTB 2-M16

PL-9

HTB 2-M20

PL-9

L65x65x6

LEGEND

HSB3

STK400

Ha C-100x50x20x2.3-

2-M166SSC400

2-M16

C-100x50x20x2.3

PL-6 (BENDING)

(NEW)

HSB1 HSB1

HSG1

A

A

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.

J

6. INDICATES Ha.

7. INDICATES THE LOCATION OF REINFORCEMENT FOR SG1.

SYMBOL

MEMBER MATERIAL

SIZE

QTY OF BOLT

FLANGE

JOINT

WEB

SYMBOL

MEMBER

TYPE

MATERIAL

JOINT DETAIL

BRACE LIST

MATERIAL: SS400, HTB: S10T OR F10T

JIS 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 BRACE

Ha JOINT DETAIL

KNEE BRACE

CHEMICAL ANCHOR

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

QTY OF BOLT

e=40, p=60

SIZE OF

[-250x90x9x13

A-A SECTION

M16

H S

B

H S

B

H S

B

H S

B

H S

B

H S

B

B

C

D

E

F

G

A

1 2

(TYPE -2) (TYPE -3)

SPACING

6 000

S

O R M

O R E

UNLESS OTHERWISE SPECIFIED ：

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

CHEMICAL ANCHOR…