Repair Warehouse Bldg 163-11 DRAFT Drawings.pdf

PDF 32 MB Posted Apr 22, 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 document provides details regarding an upcoming federal contract opportunity for repair work on Building 163-11 at Sagami General Depot in Japan. The U.S. Army Corps of Engineers, Japan District will issue an Invitation for Bid for repair services including replacement of the metal roofing, doors and other architectural elements; repair of concrete surfaces, replacement of damaged structural steel, and upgrades to mechanical, electrical, fire protection and communication systems. The anticipated period of performance is 15 months. The solicitation is expected to be released in early May 2021 and will include a mandatory site visit scheduled for May 24, 2021. Questions are due by May 17, 2021 and bids are due in early June 2021 with award intended by September 30, 2021. Only local Japanese sources registered and licensed to perform construction work in Japan will be considered. The total value is estimated between 100 to 500 million Japanese Yen.

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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.

ABBREVIATIONS

STRUCTURAL

REVISION

STATUS

SHEET

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

ARCH

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-101

B1A1

A-101

ELEVATION INDICATOR, INTERIOR

MULTIPLE VIEWS

ELEVATION INDICATOR, EXTERIOR

A-201

SECTION INDICATOR FOR

PARTIAL BUILDING

SECTION INDICATOR FOR

BUILDING WITH BREAK

OBJECT REFERENCE

A-301

DETAIL INDICATOR SYMBOL

A-301

0 1000 2000SCALE 1:100

DETAIL/SECTION/ELEVATION TITLE

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

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

CONTRACTOR STORAGE AREA &

CONSTRUCTION STAGING AREA

CONTRACTOR

ENTRY GATE #1

THIS PROJECT

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PARKING

AutoCAD SHX Text 132-S3

AutoCAD SHX Text 143-S1

AutoCAD SHX Text 143-S2

AutoCAD SHX Text 142-3

AutoCAD SHX Text 122-S2

AutoCAD SHX Text 123-S10

AutoCAD SHX Text 154-4

AutoCAD SHX Text 154-S1

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-S10

AutoCAD SHX Text 172-S9

AutoCAD SHX Text 171-S10

AutoCAD SHX Text 171-S8

AutoCAD SHX Text 171-18

AutoCAD SHX Text 141-17

AutoCAD SHX Text 165-T17

AutoCAD SHX Text 154-6

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 145-S27

AutoCAD SHX Text S15

AutoCAD SHX Text 145-16

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 144-S1

AutoCAD SHX Text T-23

AutoCAD SHX Text 161-T15

AutoCAD SHX Text 123-5

AutoCAD SHX Text

POOL

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 155-7

AutoCAD SHX Text 143-T9

AutoCAD SHX Text 143-T10

AutoCAD SHX Text 134-T3

AutoCAD SHX Text MWR Paint Ball Game Field

AutoCAD SHX Text

5TH STREET

AutoCAD SHX Text Gate

AutoCAD SHX Text 145- S-13

AutoCAD SHX Text 143-S12

AutoCAD SHX Text 165-S27

AutoCAD SHX Text 156-S3

AutoCAD SHX Text 161-T21

AutoCAD SHX Text

161-22 (WASH FACILITY)

AutoCAD SHX Text 151-T18

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0 1 2mSCALE 1:100

REMOVAL FLOOR PLAN

A-201

A-301

AD-101

DRAFT -

FOR IN

FORMATIO

NAL P

URPOSE O

NLY

DRAFT -

FOR IN

FORMATIO

NAL P

FORMATIO

NAL P

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

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 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.

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

OUTLINE OF NEW

ROLL-UP DOOR HOUSING

NEW NITROGEN

GENERATOR (FP WORK)

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MODIFIED FLOOR PLAN

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A-202

A-301

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DRAFT -

FOR IN

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A-102

0 1 2mSCALE 1:100

MODIFIED ROOF PLAN

A-501

0 1 2mSCALE 1:100

REFLECTED CEILING PLAN

DRAFT -

FOR IN

FORMATIO

NAL P

FORMATIO

NAL P

FORMATIO

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FORMATIO

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ELEVATION

GLASS

REMARKS

TYPE

FINISH

HARDWARE

LOCATION

2EA 1EA

MARK & QTY

NEW DOOR AND LOUVER SCHEDULE

4EA

STORAGE AREA

STEEL ROLL-UP DOOR

PAINT (DP)

FIXED ALUMINUM LOUVER

MONOLOCK x1, HINGE x 3, DOOR CLOSER x1, DOOR STOP, SST KICK PLATE (BOTH SIDES)

NATURAL

STORAGE AREA STORAGE AREA

SINGLE SWING STEEL DOOR

1 400

WITH STAINLESS STEEL INSECT SCREENELECTRIC OPERATED, WIND RESISTANCE

5 100

STORAGE AREA

1 2

SET HARDWARE

10 10

E R

I F

45 45 100

15020

75 70 25

PAINT (DP)

400 630

(DOOR OPENING)

FOR DOOR LEVEL TYPE AND FRAMES GAUGE,

REFER TO SPECS SECTION 08 11 13,

PARAGRAPH 2.1 AND 2.2.

N E

O V

A L

O O

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

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

S C

H E

D U

L E

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A I

NOT TO SCALE

DETAIL-1

NOT TO SCALE

DETAIL-2

0 0.5 1mSCALE 1:50

DOOR KEY PLAN

CONCRETE FILL

SEALANT

EDGE OF EXST CONC STOOP

0.2 0.4m0SCALE 1:20

DETAIL-3

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

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-5

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

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A R

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A-601

DRAFT -

FOR IN

FORMATIO

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FPFP

FPFPFP

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

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SHEET ID

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

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E ng in ee rin g

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S ei se n

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EXISTING FIRE PROTECTION LINE

POINT OF DISCONNECTION

CIVIL DESCRIPTION OF WORK - REMOVAL

REMOVE EXISTING ASPHALT PAVEMENT.

REMOVE EXISTING FIRE PROTECTION PIPE.

REMOVE EXISTING SODDING AND EXCAVATE.

LEGEND

ASPHALT CUTTING LINE

REMOVE EXISTING FIRE

PROTECTION PIPE

REMOVE EXISTING

ASPHALT PAVEMENT

SOIL EXCAVATION 3a

CIVIL DESCRIPTION OF WORK - NEW

PROVIDE NEW ASPHALT PAVEMENT.

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

4ANEW FIRE PROTECTION LINE

NEW FIRE PROTECTION LINE

POINT OF CONNECTION

EXISTING FIRE PROTECTION PIPE

PROVIDE NEW SODDING AND BACKFILL.

3ANEW SODDINGREMOVE EXISTING SODDING 3a

POD

POC

REMOVAL WORK DESCRIPTION SYMBOL

NEW WORK DESCRIPTION SYMBOL

POC

POD

UTILITY POINT OF CONNECTION SYMBOL

UTILITY POINT OF DISCONNECTION SYMBOL

A S

P H

A L T

P A

V E

M E

N T

S A

K F

I L L

300300

NEW FIRE PROTECTION PIPE

ASPHALT CUTTING LINE 1A

TACK COAT

1A NEW ASPHALT PAVEMENT

PRIME COAT

SUB BASE

B A

C K

F I L L

BACKFILLING

WITH ORIGINAL SOIL

NEW FIRE PROTECTION PIPE

4A4A

NEW SODDING 3A

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

0 1 2mSCALE 1:100

NEW SITE PLAN

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

0.2 0.4m0SCALE 1:20

NEW ASPHALT PAVEMENT SECTION

P L A

E C

T I O

A I L

O V

A L

C I V

I L

C-101

R8-3

R8-4

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 U-TYPE DITCH

R8-3

R8-4

V U Ø

U450X450

300 300

NEW FIRE PROTECTION LINE SYMBOL

EXISTING FIRE PROTECTION LINE SYMBOL

EXISTING STORM DRAINAGE LINE SYMBOL

0.2 0.4m0SCALE 1:20

NEW SODDING DETAIL

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)

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)

EXST

N E

3 000

1 500

EXISTING STORM DRAINAGE MANHOLE

SOIL EXCAVATION 3a

REMOVE EXISTING SODDING 3a 3ANEW SODDING

REMAIN FIRE PROTECTION PIPE

0.1 0.2m0SCALE 1:10

ASPHALT PAVEMENT RESTORATION DETAIL

NEW EXST

SURFACE COURSE DENSE GRADED

ASPHALT CONCRETE

PRIME COAT

BASE COURSE

SUB BASE COURSE

NEW GATE VALVE

5ANEW GATE VALVE

NEW BURIED IDENTIFICATION TAPE

NEW BURIED

IDENTIFICATION TAPE

Ø150 Ø150

Ø200 Ø200

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

300x300

100 100

500x500

200x450

PLAIN CONCRETE

FOUNDATION

VALVE BOX

PLAIN CONCRETE

FOUNDATION

GATE VALVE

PLAIN CONCRETE

FOUNDATION

DRAFT -

FOR IN

FORMATIO

NAL P

ES ES ES ES ES ES ES

E S

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P L A

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C-102

E E

4TH STREET

V E

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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

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

V E

N U

REMOVE EXISTING

UNDERGROUND

ELECTRICAL LINE

EXISTING TRANSFORMER

0 3 6mSCALE 1:300

REMOVAL SITE PLAN

0 3 6mSCALE 1:300

NEW SITE PLAN

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.

REMOVE EXISTING CONCRETE PAVEMENT.

REMOVE EXISTING SODDING AND EXCAVATE.

REMOVE EXISTING UNDERGROUND ELECTRICAL LINE.

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.

PROVIDE NEW CONCRETE PAVEMENT.

PROVIDE NEW SODDING AND BACKFILL.

PROVIDE NEW UNDERGROUND ELECTRICAL LINE.

PROVIDE NEW SIDEWALK.

REMOVE EXISTING SIDEWALK

NEW EXST

INJECTED JOINT FILLER

0 0.5 1mSCALE 1:50

RESTORATION DETAIL

CONCRETE PAVEMENT

SURFACE COURSE PLAIN CONCRETE

UNDERLAY PAPER

BASE COURSE

SUB BASE COURSE

163-T18

NEW SODDING

0 0.5 1mSCALE 1:50

TRANSITION DETAIL

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

PLAIN CONCRETE

UNDERLAY PAPER

BASE COURSE t=100 t=100

0 0.5 1mSCALE 1:50

CABLE DUCT DETAIL

NEW SODDING 3A

NEW CABLE TO

REPLACE EXST

(SEE ELEC DWG)

EXST CONDUIT

TO REMAIN, TYP

WARNING TAPE

E R

I F

600 (VERIFY)

DRAFT -

FOR IN

FORMATIO

NAL P

28 850

HSG1

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

H S

HSB3 HSB3

H S

HSB3 HSB3

H S

HSB3

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 ｐｐ e eee

G.PL

Ｂｐ

ＡＮ

G.PL

ee p

G.PL

(TYPE -1)

TYPE1

(mm)

HTB

(mm) e2 x gt

(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

O R M

O R E e

P e 2 B

1 915(*1)

J 1 915(*1)

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

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

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

1 2

(TYPE -2) (TYPE -3)

SPACING

6 000

O R M

O R E

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

*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.

S-501

SECTION

S-501

CENTER

S-501

JOINT

S-501

TYPICAL

S-501

END

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Iz um i S oh ke n

E ng in ee rin g

C o.

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M ic hi ga n A ve

S ui te

C hi ca go

, I L

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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

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S-101

0 1000 2000SCALE 1:100

ROOF FRAME REINFORCEMENT PLAN

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FOR IN

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: PORTION OF DEFORMED FLANGE

PL-9 (STIFFENER)

PL-9

H-692x300x13x20

SG1

A-A SECTION B-B SECTION

100 20

PL-9 (STIFFENER)

PL-9 (STIFFENER) *1

H-692x300x13x20

SG1

EW15

EXST

HSB1

H-200x100x5.5x8 (NEW)

-250x90x9x13 (NEW)

G.PL-9 (NEW)

HTB 2-M16

-250x90x9x13 (NEW)

200 200

EW15

TYPICAL

EFFECTIVE EMBEDDED LENGTH: 12d OR MORE

A.BOLT 4-M16

(EXST)

CENTER

JOINT

H-692x300x13x20

SG1

PL-28 (REINFORCEMENT)

r=35

H-692x300x13x20

SG1

20100

PL-28

(REINFORCEMENT)

r=35

12d

(STIFFENER)

A-A SECTION B-B SECTION

PL-9 (STIFFENER)

G.PL-9

: PORTION OF DEFORMED FLANGE

(*1)

A.BOLT 4-M16

(EXST)

(*1)

A.BOLT 4-M16

(EXST)

(*1)

1. AT GRID-C ONLY

EFFECTIVE EMBEDDED LENGTH :12d OR MORE

CHEMICAL ANCHOR

4-M16 (NEW)

CHEMICAL ANCHOR

4-M16 (NEW)

CHEMICAL ANCHOR

4-M16 (NEW)

1. EXISTING ANCHOR BOLT LOCATION SHALL BE

VERIFIED PRIOR TO CONSTRUCTION.

・NEW CHEMICAL ANCHOR BOLT ：QTY：40

・EXST ANCHOR BOLT ：QTY：40

1. CLEAN OF RUST AROUND THE AREA FOR WELDING.

2. EXPOSE STEEL SURFACE USING A GRINDER.

* THE CONSTRUCTION ORDER WILL BE CAREFULLY PLANNED TO

MINIMIZE THE DEFORMATION BY WELDING HEAT.

* OVERHEAD POSITION WELDING SHALL BE DONE BY THE QUALIFIED

WORKER WHO HAS THE QUALIFICATION OF OVER HEAD POSITION

FILLET WELDING (Fil-O) CERTIFIED BY THE JAPAN WELDING

ENGINEERING SOCIETY (JWES).

NOTE :

PRIOR TO WELDING WORKS:

SECTION

200 200

END

A.BOLT 2-M16

(EXST)

(*1)

EFFECTIVE EMBEDDED LENGTH :12d OR MORE

CHEMICAL ANCHOR

2-M16 (NEW)

1. CLEAN OF RUST AROUND THE AREA FOR WELDING.

2. EXPOSE STEEL SURFACE USING A GRINDER.

* THE CONSTRUCTION ORDER WILL BE CAREFULLY PLANNED TO

MINIMIZE THE DEFORMATION BY WELDING HEAT.

* OVERHEAD POSITION WELDING SHALL BE DONE BY THE QUALIFIED

WORKER WHO HAS THE QUALIFICATION OF OVER HEAD POSITION

FILLET WELDING (Fil-O) CERTIFIED BY THE JAPAN WELDING

ENGINEERING SOCIETY (JWES).

NOTE :

PRIOR TO WELDING WORKS:

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SHEET ID

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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:

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.

100 2000SCALE 1:10

JOINT DETAILS (EXST RC GIRDER G1 AND NEW STEEL BEAM)

100 2000SCALE 1:10

SG-1 REINFORCEMENT DETAILS (UPPER FLANGE)

100 2000SCALE 1:10

SG-1 REINFORCEMENT DETAILS (LOWER FLANGE)

S-501

R E

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F O

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A I L

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DRAFT -

FOR IN

FORMATIO

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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.

*4. FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL VISIT THE SITE TO VERIFY

2. REMOVE RUST FROM REBAR IF EXIST.

3. FILL CONCRETE BY USING FORMS.

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

FILL

EXST ANCHOR

EXST GIRDER

EXST WALL

SPALLED & CRACKED AREA（*5）

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 PORTION

FLAKING PORTION

EXST COLUMN

NON SHRINK MORTAR FILL

NON SHRINK

A-A SECTION

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

MORTAR

12d

CHEMICAL

ANCHOR(NEW)

APPROXIMATE AREA=25SM ( *4)

APPROXIMATE AREA=0.4SM( *5)

(*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 4010

3@45 3@45

(*2) (*2)

*3: CONTRACTOR SHALL VERIFY JOINT LOCATION ON SITE.

EXISTING CONDITION OF EXISTING CONCRETE SURFACES WITH SPALLS

AND FLAKES TO DETERMINE THE AREAS TO BE REPAIRED.

(*2)

S-502

TOP VIEW

*5. FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL VISIT THE SITE TO VERIFY

EXISTING CONDITION OF EXISTING CONCRETE SURFACES WITH SPALLS

AND FLAKES TO DETERMINE THE AREAS TO BE REPAIRED.

B-B SECTION

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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.

100 2000SCALE 1:10

REPAIR SPALLED CONCRETE DETAILS

100 2000SCALE 1:10

JOINT FILLER PLATE DETAIL

100 2000SCALE 1:10

CONCRETE GIRDER REPAIR DETAILS

S-502

R E

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F O

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A I L

S T

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C T

U R

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DRAFT -

FOR IN

FORMATIO

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STORAGE AREA

EXST FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

DS DS

28 850

5 750 5 750 5 850 5 750 5 750

6 000

EXST EMERGENCY SHOWER/ EYEWASH

STATION TO BE REMOVED

EXST AIR INTAKE LOUVER

WITH SCREEN, TYP

(ARCH WORK)

EXST 40 DRAIN PIPE

TO BE REMOVED,

EXST HOSE BIBB

TO REMAIN

EXST SHUT-OFF VALVE TO REMAIN

EXST 32 DCW TO

REMAIN

DCP

EXST 32 DCW

TO REMAIN

W H

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US Army Corps of Engineers

E P

T E

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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:

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

P L

U M

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M E

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0 1 2mSCALE 1:100

PLUMBING LAYOUT - REMOVAL PLAN

MD-101

MECHANICAL DESCRIPTION OF WORK

ABBREVIATIONS

MECHANICAL NOTES

CMH CUBIC METER PER HOUR

DCP DISCONNECTION POINT

EA EACH

EF EXHAUST FAN

ES/EWS EMERGENCY SHOWER/EYEWASH STATION

EXST EXISTING

EWH ELECTRIC WATER HEATER

kW KILOWATT mm MILLIMETER

Pa PASCAL

Ph PHASE

QTY QUANTITY

V VOLT

W WITH/WIDTH

MTD MOUNTED

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

FP FIRE PROTECTION

DS DOWNSPOUT

ARCH ARCHITECTURAL

DCW DOMESTIC COLD WATER

POC POINT OF CONNECTION

Hz HERTZ

D DEPTH

H HEIGHT

PROVIDE THREE (3) ROOF MOUNTED EXHAUST FANS INCLUDING

MOUNTING FRAMES AND INSECT SCREEN.

REMOVE AND REPLACE ONE (1) EMERGENCY SHOWER/EYEWASH

(ES/EWS) ON THE NORTHEAST SIDE AND PROVIDE ONE (1) ES/EWS

ON THE SOUTHWEST SIDE OF THE BUILDING. PROVIDE NEW

DOMESTIC WATER SHUT OFF VALVE ON THE NORTHEAST SIDE

OUTSIDE THE BUILDING.

PROVIDE TWO (2) WALL MOUNTED TANKLESS TYPE WATER

HEATER, ONE FOR EACH ES/EWS FOR THE SUPPLY OF TEPID

WATER TO COMPLY WITH ISEA/ANSI Z358.1.

PROVIDE PIPE INSULATION AND PIPE CLADDING ON THE DOMESTIC

COLD WATER SUPPLY PIPE RISER TO ES/EWS FOR FREEZE

PROTECTION INSIDE THE WAREHOUSE SIMILAR TO EXISTING PIPE

INSULATION AND CLADDING.

REUSE EXISTING EXERIOR HOSE BIBB WITH PIPE ENCASEMENT ON

THE NORTHEAST SIDE AND PROVIDE ONE (1) EXTERIOR HOSE BIBB

ON THE SOUTHWEST SIDE OF THE BUILDING SIMILAR TO EXISTING.

1. ALL INSTALLATION OF NEW WORK FOR THIS PROJECT SHALL BE IN

ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS.

2. DAMAGED CAUSED BY REMOVAL OPERATIONS OR CONSTRUCTION

IN ALL AREAS OF THE PROJECT SITE SHALL BE

REPAIRED/RESTORED TO THE APPROXIMATE ORIGINAL CONDITIONS

OR BETTER AND SATISFACTORY TO THE CONTRACTING OFFICER .

3. ANY DEVIATIONS FROM THE CONTRACT DRAWINGS WHICH ARE

NECESSITATED BY FIELD CONDITIONS DIFFERING FROM THOSE

INDICATED ON THE DRAWINGS SHALL BE CALLED TO THE

ATTENTION OF THE CONTRACTING OFFICER.

4. THE CONTRACTOR, UPON THE COMPLETION OF ALL WORK IN THIS

PROJECT SHALL LEAVE THE AREA CLEAN AND COMPLETE TO THE

SATISFACTORY OF THE CONTRACTING OFFICER.

5. ALL INDICATED SIZE AND MATERIALS ARE NEW UNLESS OTHERWISE

NOTED AS EXISTING.

6. ALL WORK, EQUIPMENT AND MATERIALS ARE NEW UNLESS

OTHERWISE NOTED AS EXISTING.

7. ALL MATERIALS TO BE INSTALLED SHALL BE ASBESTOS AND LEAD

FREE.

DET DETAIL

TEMP TEMPERATURE

DIAG DIAGRAM

FL FINISH FLOOR LINE

DRAFT -

FOR IN

FORMATIO

NAL P

STORAGE AREA

NEW FIRE SPRINKLER

RISER CONTROL VALVE

(FP WORK)

28 850

1 2

NEW EMERGENCY SHOWER/

EYEWASH STATION, TYP

NEW AIR INTAKE LOUVER WITH

SCREEN, TYP (ARCH WORK)

EWH

NEW 40 DRAIN

PIPE, TYP

EXST HOSE BIBB

NEW SHUT-OFF VALVE

EXST SHUT-OFF VALVE

NEW HOSE BIBB

EXST 32 DCW

POC

WAREHOUSE

8,141

0.75 200 3

EQUIPMENT SCHEDULE

EXHAUST FAN

AIR FLOW,

CMH

ROOF MTD

VENTILATOR

ELECTRICAL CAPACITY

THERMOSTATICALLY CONTROLLED

EXHAUST FAN COMPLETE WITH

BACKDRAFT DAMPER AND INSECT

SCREEN.

REMARKS

QTY

FAN

TYPE

AREA SERVED

MARK

kW V Ph Hz

REMARKS

ES/EWS TEPID WATER SUPPLY

SOURCE.

ELECTRICAL CAPACITY

V HzPh

208 3

DIMENSION , mm

600W x 200Dx 600H

TYPE

WALL MTD

TANKLESS TYPE

QTY

AREA

SERVED

WAREHOUSE

POWER

INPUT,

kW (EA)

ELECTRIC WATER HEATER

EWH 55

TSP,

MARK

NEW ELECTRIC

WATER HEATER

EWH

NEW ELECTRIC

WATER HEATER

28 850

NEW ROOF VENTILATOR,

TYP OF 3

ROOF VENTILATOR,

TYP (SEE DWG M-101)

690 x 690

BASE OPENING

EXST WALL

L STRAINER

32mm SUPPLY CONNECTION

40mm DRAIN

PULL ROD

SHOWER HEAD

EYEWASH

BOWL

DESIGN

TEMP

°C

TO POWER SOURCE

FLOW SWITCH

HORN

LIGHT

SILENCE SWITCH

32mm PIPE

NEW NITROGEN

GENERATOR (FP WORK)

32 SUPPLY

CONNECTION

32 BALL VALVE

WALL MOUNTED

ELECTRIC WATER

HEATER (EWH)

32 WYE STRAINER

32 SHUT-OFF VALVE

(SOUTH WEST SIDE)

EXST 32 DCW

POC (NORTH EAST SIDE)

POC (SOUTH WEST SIDE)

EMERGENCY

SHOWER/EYEWASH

STATION (ES/EWS)

40 DRAIN

EYEWASH

SHOWER

32 CHECK VALVE

EXST 32 SHUT-OFF VALVE

(NORTH EAST SIDE)

NEW WALL MTD

THERMOSTAT

I N

I M

U M

A R

W H

V F

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

US Army Corps of Engineers

E P

T E

M B

E P

A R

A T

I O

E S

I G

O C

U M

E N

F Y

I G

A R

E H

O U

S A

G A

M I

E N

E R

O T

J A

P A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

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 Q

U I P

M E

E D

U L

L U

M B

I N

N D

V E

N T

I L

A T

I O

A Y

O U

E T

A I L

O D

I F

I E

L A

M E

C H

A N

I C

A L

0 1 2mSCALE 1:100

PLUMBING LAYOUT- MODIFIED PLAN

M-101

0 1 2mSCALE 1:100

VENTILATION LAYOUT- MODIFIED PLAN

NOT TO SCALE

ROOF VENTILATOR

NOT TO SCALE

EMERGENCY SHOWER/EYEWASH

NOT TO SCALE

ES/EWS AND EWH DIAG

DRAFT -

FOR IN

FORMATIO

NAL P

N E

R A

E S

C R

I P

T I O

O R

O T

G E

N D

E L E

C T

R I C

A L

W H

V F

U S

R M

O R

N G

I N

E E

R S

J A

P A

I S

T R

I C

A P

US Army Corps of Engineers

E P

T E

M B

E P

A R

A T

I O

E S

I G

O C

U M

E N

F Y

E S

I G

A R

E H

O U

S A

G A

M I

E N

E R

A L

E P

O T

J A

P A

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

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-001

LIGHTING

ABBREVIATIONS

AFF

AFG

AHU

AIC

ANT

ATS

AUTO

AWG

BATT

BLDG

BRKR

CKT

CLG

COMM

CONN

D/S

DIA

DISC

DWG(S)

ELEC

EMER

EMT

ENCL

EQUIP

EWC

EXH

EXST

EXT

F-C

FACP

FLA

FXTR

GALV

GEN

GF/CI

GF/GI

GFCI

GND/GRD

HVAC

INCH

JUNCTION BOX

KILOVOLT

KILOVOLT-AMPERE

KILOWATT

LONG

LIGHT EMITTING DIODE

LENGTH/LONG

LIGHTING

LOW VOLTAGE

METER

MANUAL

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MECHANICAL

PRIMARY BOUNDING BUSBAR

MANHOLE

MINIMUM

MOUNTED

NEUTRAL

NON-FUSED

NOT TO SCALE

OCCUPANCY SENSOR

POLE

PUBLIC ADDRESS

POWER FACTOR

PHASE

PANELBOARD

PAIR

POLYVINYL…

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