W912HV-21-Z-0009 DRAWINGS-DRAFT .pdf

PDF 32 MB Posted Mar 3, 2021

Attached to: Repair Building 163-11, Sagami General Depot, Japan
Solicitation number: W912HV-21-Z-0009
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 is a market survey notice from the U.S. Army Corps of Engineers Engineering District Japan regarding a potential design-bid-build construction project titled "Repair Building 163-11 Sagami General Depot, Japan." The project involves repair work at the specified building including civil, architectural, structural, mechanical, electrical, communication, and fire protection elements. The anticipated project value is between 100 million and 500 million Japanese Yen, and the period of performance is approximately 18 months. Interested local firms are requested to provide company and licensing information along with responses to questions about their capability and experience with comparable projects, interest level, bonding capacity, and any risks or issues regarding the project scope, schedule or long lead equipment. Responses are due by March 18, 2021. The agency intends to release an invitation for bid solicitation open to local sources only, with award of a firm fixed-price contract resulting from the procurement.

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FY18 DESIGN WAREHOUSE 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 (SHOWING HAULING ROUTE)

TITLE

ARCHITECTURAL

HOKKAIDO

HONSHU

SHIKOKU

OKINAWA

KYUSHU

PROJECT LOCATION

SAGAMI GENERAL DEPOT

THIS PROJECT

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

A-E CONTRACT NUMBER: W912HV-17-D-0010

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 FLOOR 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 FLOOR PLAN

FX-001 FIRE PROTECTION LEGEND, GENERAL NOTES AND DETAILS

MAIN PANELBOARD DIAGRAM & SCHEDULE LIGHTING AND FIXTURE DETAIL

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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

LAPTOP

Text Box

MAY 1, 2019

FOR IN

FORMATIO

NAL P

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

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

P R

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.

EXISTING FIRE PROTECTION LINE

POINT OF DISCONNECTION

CIVIL DESCRIPTION OF WORK - REMOVAL

REMOVE EXISTING ASPHALT PAVEMENT.1a

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.1A

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 SYMBOL1a

NEW WORK DESCRIPTION SYMBOL1A

POC

POD

UTILITY POINT OF CONNECTION SYMBOL

UTILITY POINT OF DISCONNECTION SYMBOL

A S

P H

A L

P A

V E

M E

N T

S A

K F

I 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

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 N

E C

T I O

O V

A L

C I V

I L

C-101

R8-3

R8-4

V U

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

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.

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

H V

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

T E

M B

E P

A R

A T

I O

E S

I G

O C

U M

E N

F Y

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A R

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O U

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S I G

N E

D E

S C

R I P

T I O

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S I Z

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C O

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K E

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S U

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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:

-6

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

S-101

0 1000 2000SCALE 1:100

ROOF FRAME REINFORCEMENT PLAN

R O

I N

F O

R C

E M

E N

L A

S T

R U

C T

U R

A L

FOR IN

FORMATIO

NAL P

: 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:

H V

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

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.

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

I N

F O

R C

E M

E N

E T

A I L

S T

R U

C T

U R

A L

FOR IN

FORMATIO

NAL P

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

H V

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US Army Corps of Engineers

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

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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

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T E

D A

T E

C O

N T

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C H

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K 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:

-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

I N

F O

R C

E M

E N

E T

A I L

S T

R U

C T

U R

A L

FOR IN

FORMATIO

NAL P

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

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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

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

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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

FOR IN

FORMATIO

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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.

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M ic hi ga n A ve

S ui te

C hi ca go

, I L

1, U

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

Ja pa n, -0

2, B un ky o

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

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S ei se n

K oi sh ik aw a

B ld g 3f

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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 CHLORIDE

POWER

QUANTITY

REFERENCE

RIGID GALVANIZED STEEL

ROOM

RIGID STEEL CONDUIT

SERVICE ENTRANCE

SECONDARY

SECTION

SINGLE POLE

SURGE PROTECTION DEVICE

SPECIFICATION

SWITCH

SYSTEM

TERMINAL

SECONDARY BOUNDING BUSBAR

TELEVISION

TYPICAL

UNDERGROUND

W/O

WHM

XFMR

XFR

AMPERE

ALTERNATING CURRENT

AMPERE FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ANTENNA

AMPERE TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BATTERY

BUILDING

BREAKER

CONDUIT

CIRCUIT BREAKER

CIRCUIT

CEILING

COMMUNICATIONS

CONNECTION

CURRENT TRANSFORMER

COPPER

DISCONNECT SWITCH

DIRECT CURRENT

DIAMETER

DISCONNECT

DRAWING(S)

EACH

EXHAUST FAN

ELECTRICAL

EMERGENCY

ELECTRICAL METALLIC TUBING

ENCLOSURE

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXTERIOR

FOOTCANDLE

FIRE ALARM

FIRE ALARM CONTROL PANEL

FULL LOAD AMPS

FIBER OPTIC

FUSE

FIXTURE

GROUND/GROUNDING CONDUCTOR

GALVANIZED

GENERATOR

GOVERNMENT FURNISHED/CONTRACTOR INSTALLED

GOVERNMENT FURNISHED/GOVERNMENT INSTALLED

GROUND FAULT CIRCUIT INTERRUPT

GROUND/GROUNDING

HANDHOLE

HORSEPOWER

HOUR

HEATING VENTILATION & AIR CONDITIONING

HERTZ

KVA

LED

LTG

MAN

MAX

MCA

MCB

MECH

PBB

MIN

MTD

NTS

PNL

PVC

PWR

QTY

RGS

RSC

SEC

SECT

SPD

SPEC

SYS

TERM

SBB

TYP

U/G

VOLT

VOLT-AMPERE

WATT, WIDTH

WITH

WITHOUT

KILOWATT-HOUR METER

WEATHERPROOF

TRANSFORMER

TRANSFER

PHASE, DIAMETER

* INDIVIDUAL CIRCUIT NUMBERS ARE LOCATED AT EACH DEVICE

CIRCUIT NUMBER

FIXTURE DESIGNATION

LED LIGHT, 300mm x 1200mm

EXIT LIGHT FIXTURE CEILING MOUNTED

SYMBOL

DESCRIPTION

THREE-WAY SWITCH, 20A 120/277V

FAN SWITCH

DUPLEX CONVENIENCE RECEPTACLE, 15A 125VAC

GFI

PHOTOCELL SWITCH SENSOR

JUNCTION BOX

SINGLE POLE SWITCH, 20A 120/277V

SINGLE POLE SWITCH WITH PILOT LIGHT

SINGLE POLE SWITCH WITH

WEATHERPROOF COVER

DUPLEX CONVENIENCE RECEPTACLE WITH INTERNAL

GROUND FAULT PROTECTION, 15A 125VAC

LIGHTING CONTROL

GENERAL NOTES

1. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND MAY NOT SHOW ALL DETAILS

AND COMPONENTS. CONTRACTOR SHALL INCLUDE IN BID ALL ELECTRICAL WORK

INCLUDING ALL COMPONENTS, MATERIALS, AND EQUIPMENT IN A NEAT AND

LOGICAL MANNER IN COORDINATION WITH ALL TRADES FOR A COMPLETE AND

OPERABLE SYSTEM WITHIN THE INTENT INDICATED ON DRAWINGS AND

SPECIFICATIONS.

2. EXISTING SITE CONDITIONS SHOWN ARE BASED ON TOPICAL SURVEY.

CONTRACTOR SHALL STUDY AVAILABLE REFERENCE DRAWINGS AND VERIFY

EXISTING CONDITIONS. ADJUST ARRANGEMENT AND LOCATION OF NEW

ELECTRICAL WORK SHOWN TO AVOID CONFLICT WITH EXISTING UTILITIES. WHERE

EXISTING UTILITIES CANNOT BE AVOIDED, INCLUDE ALL WORK FOR REMOVAL AND

RELOCATION OF EXISTING UTILITIES AND ADDITIONAL WORK NECESSARY TO

ACCOMMODATE UPDATE/REPAIR.

3. RESTORE ALL DAMAGED AREAS INCLUDING LANDSCAPING AND GRASS, UTILITIES,

AND STRUCTURES TO THEIR ORIGINAL CONDITION AND OPERATION DURING AND

AFTER ELECTRICAL WORK.

4. LIGHTWEIGHT LINES DENOTE EXISTING. HEAVY LINES DENOTE NEW.

5. TAKE MEASURES TO PROTECT EXISTING FACILITIES AND ANY DAMAGES THAT MAY

OCCUR DURING THE COURSE OF THIS WORK SHALL BE RESTORED AT THE

EXPENSE OF THE CONTRACTOR.

6. ANY EXCAVATION AND/OR PENETRATION OF EXISTING STRUCTURES REQUIRES

THE USE OF GROUND/WALL PENETRATING RADAR OR X-RAY PRIOR TO DRILLING

OR CORING TO PREVENT ANY DAMAGE TO THE REINFORCING AND/OR OTHER

OBJECT WITHIN THE STRUCTURE.

7. ALL NEW CONDUCTORS AND CABLES SHALL BE JAPANESE ECO-MATERIAL CABLE

(TYPE EM, HALOGEN-FREE, GAS AND HEAT RESISTANT, 75/90*C TYPE) UNLESS

OTHERWISE NOTED AND EXCEPT WHERE EQUIPMENT MANUFACTURERS SPECIFY

OTHERWISE.

8. ALL INDICATED SIZE AND DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE

INDICATED.

SYMBOL DESCRIPTION

TYPICAL WIRING DESIGNATIONS

GFI

DUPLEX CONVENIENCE RECEPTACLE WITH INTERNAL GROUND FAULT

PROTECTION / WEATHERPROOF DUPLEX RECEPTACLE, 15A 125VACWP

DOUBLE POLE SWITCH, 20A 120/277V

LED EMERGENCY POWER NIGHT LIGHT, 300mm x 1200mm

LED STRIP LIGHT, 150mm x 1200mm

LED STRIP EMERGENCY POWER NIGHT LIGHT, 150mm x 1200mm

LED WALL MOUNTED FIXTURE WITH WALL OUTLET BOX

LED SITE LUMINAIRE WALL MOUNTED

EXIT LIGHT FIXTURE WALL MOUNTED

POWER

SWITCH LEG

3-WAY

S a

SYMBOL DESCRIPTION

ELECTRICAL PANELBOARD (208/120V)

PULL BOXPB

MOTOR CONNECTION, HP INDICATED

M 1/2

SYMBOL DESCRIPTION

EXTERIOR

ELECTRICAL MANHOLE OR HANDHOLE

EXISTING ELECTRICAL MANHOLE OR HANDHOLE

WHERE SHOWN, INDICATE QUANTITY OF WIRES

GROUND CONDUCTOR

SYMBOL DESCRIPTION

BRANCH CIRCUIT CONDUIT EXPOSED

ELECTRICAL GROUND

CONDUIT, CAPPED

CONDUIT, TURNING DOWN

CONDUIT, TURNING UP

CONDUIT, BELOW FLOOR

CONDUIT, IN WALL OR CEILING

ARROW INDICATES HOME RUN TO PANELBOARD

SYMBOL DESCRIPTION

TELECOMMUNICATION

TELEPHONE OUTLET

TELEPHONE CABINET WITH TERMINALS

DISCONNECT SWITCH

TELECOMMUNICATIONS BONDING CONDUCTORTBC

LIGHTING PANELBOARD CIRCUIT NUMBER : 1PH 208V

LIGHTING PANELBOARD CIRCUIT NUMBER : 1PH 120V

POEWR PANELBOARD CIRCUIT NUMBER : 208V

VACANCY SENSOR, CEILING MOUNTED

LETTERS INDICATE SWITCH LEGS CONTROLLED.

PROVIDE 1-3 POLE RELAYS AS NECESSARY.

FOR IN

FORMATIO

NAL P

(EXST CONCRETE FLOOR WITH

HARDENER)

EXST CONC PAD FOR

REMOVED ELEC PANEL

28 850

6 000

E 2

E S

ESESESES

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

HH 163-4HH 163-5 TO HH 163-3

ELECTRICAL SERVICE ENTRANCE CONDUCTORS

CV38sq-4C AND CONDUIT FEP40 TO BE REMOVED

PROTRUDING CONDUITS E19mm

TO BE REMOVED, TYP

ELECTRICAL SERVICE ENTRANCE CONDUCTORS CV38sq-4C

AND CONDUIT FEP40 TO BE REMOVED

PHOTOCELL SWITCH SENSOR

TO BE REMOVED

ELECTRICAL DESCRIPTION OF WORK - REMOVAL

REMOVE THE ELECTRICAL SERVICE ENTRANCE CONDUCTORS AND CONDUIT FROM THE REMOVED PANEL TO THE

TRANSFORMER STATION. EXCAVATION SHOULD BE CIVIL WORK.

REMOVE PROTRUDING CONDUITS FROM A WALL NEAR THE ROOF.

REMOVE THE PHOTOCELL SWITCH SENSOR ON THE NORTHWEST WALL.

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

163-11

E E

ES ES ES ES ES ES ES ES

E S

ELECTRICAL SERVICE ENTRANCE CONDUCTORS

CV38sq-4C AND CONDUIT FEP40 TO BE REMOVED

CIRCUIT BREAKER 100AF/75AT FOR B163-11

TO BE REMOVED

R E

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REMOVAL ELECTRICAL FLOOR PLAN

0 10 000SCALE 1:500

REMOVAL ELECTRICAL SITE PLAN

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C o.

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M ic hi ga n A ve

S ui te

C hi ca go

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Ja pa n, -0

2, B un ky o

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

0, S um ito m o

S ei se n

K oi sh ik aw a

B ld g 3f

Te l:

-6

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

ED-101

FOR IN

FORMATIO

NAL P

28 850

6 000

E 2

E S

ESESESESES

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

HH 163-4HH 163-5 TO HH 163-3

100mm x4 (PE70)

8E 6E

2/5M

ELECTRIC WATER HEATER

(BY MECH)

22°

2.0mm x2, G2.0mm (E19)

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

SHALL BE AS FOLLOWS

22°

ELECTRIC WATER HEATER

(BY MECH)

2.0mm x6, G2.0mm (E31)

2.0mm x4, G2.0 (E25)

2.0mm x8, G2.0mm (E31)

22mm x2, G8mm

(E31)

ELECTRICAL DESCRIPTION OF WORK - NEW

PROVIDE THE ELECTRICAL SERVICE ENTRANCE CONDUCTORS AND CONDUIT FROM THE REMOVED PANEL TO THE

TRANSFORMER STATION .

PROVIDE CIRCUIT BREAKER 225AF/150AT FOR B163-11 IN THE EXISTING TRANSFORMER STATION .

SHALL BE CLEANED ELECTRICAL SERVICE ENTRANCE CONDUIT BETWEEN THE MAIN ELECTRICAL PANEL AND OUTSIDE

MANHOLE WITH A MANDREL TO REMOVE ANY FIRE RELATED DEBRIS.

PROVIDE CABLES FOR NEW EXHAUST FAN. (TYP)

PROVIDE CABLES FOR NEW ROLL-UP DOOR.

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

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

163-11

E E

ES ES ES ES ES ES ES ES

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MODIFIED POWER FEEDER FLOOR PLAN

0 10 000SCALE 1:500

MODIFIED SITE PLAN

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ELECTRICAL DESCRIPTION OF WORK - MODIFIED

PROVIDE LIGHTING FIXTURES TYPE A1 IN THE STORAGE AREA.1E

PROVIDE LIGHTING FIXTURES TYPE A1E IN THE STORAGE AREA.

PROVIDE LIGHTING FIXTURES TYPE C1 ON THE WALL ABOVE THE SOUTH DOOR.

PROVIDE LIGHTING FIXTURES TYPE B1 AT THE CANOPY.

PROVIDE LIGHTING FIXTURES TYPE D1 ON THE NORTH WALL USING THE EXISTING STEEL BRACKETS.

PROVIDE EXIT SIGNS TYPE E1 ABOVE THE DOOR IN THE STORAGE AREA.

PROVIDE LIGHT CONTROL MANUAL SWITCHES NEAR THE NORTH DOOR.

PROVIDE PHOTOCELL SWITCH SENSOR ON THE WEST WALL.

PROVIDE NEMA 5-20R RECEPTACLE IN THE STORAGE AREA.9E

10E

PROVIDE NEMA 5-20R GFCI WETHER PROOF RECEPTACLE ON THE NORTH AND SOUTH WALL.

2.0mm x2 (E19)

2.0mm x2, G2.0 (E19)

2.0mm x3, G2.0 (E25)

2.0mm x4, G2.0 (E25)

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

SHALL BE AS FOLLOWS

LUMENS

A1 CEILING MOUNTED LED 5329

FLOODLIGHT LED 11250

TYPE

ROOM

TYPE OF FIXTURE

S T

O R

A G

C A

N O

P Y

E X

T E

R I O

CEILING MOUNTED LED W/GUARD

CEILING MOUNTED LED W/BTT

5329A1E

CEILING/WALL MOUNTED LED

EXIT SIGN LED -E1

LIGHTING FIXTURE SCHEDULE

8°

8mm x2, G5.5mm

(E31)

11E

PROVIDE VACANCY SENSOR FOR LIGHTING CONTROL IN THE STORAGE AREA.

2.0mm x4 (E25)

12E

PROVIDE POWER TO HORN & LIGHT FOR EMERGENCY EYE WASH IN THE STORAGE AREA.

13E

PROVIDE POWER TO FIRE ALARM CONTROL PANEL IN THE STORAGE AREA.

PROVIDE NEMA 5-20R GFCI WETHER PROOF RECEPTACLE FOR HEAT TRACED ON THE NORTHEAST WALL.14E

PROVIDE POWER TO NITROGEN GENERATOR IN THE STORAGE AREA.15E

M O

D I F

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K oi sh ik…

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File details come from the government source that posted it. Updated Mar 4, 2021.