N6274224R6719_0003 PPIs and SOW.pdf

ACQR6064313

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

N6274224R6719 D/B UFC Renovate Operations Building and Transient Barracks at Basa Air Base, Floridablanca, Philippines.

Detail of Amendment 0003 begins on the next page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Aug-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N6274224R6719

X 9B. DATED (SEE ITEM 11)

19-Jul-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Aug-2024

CODE

NAVFAC ROICC THAILAND (US EMBASSY)

7 SATHORN TAI ROAD

BANGKOK THAILAND 10120

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274224R6719

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMD 0003 PPIS

The following changes will be considered part of this solicitation:

A. Proposal due date is extended to 26 August 2024, no later than 11:00 a.m. Thailand time.

B. The following changes are hereby incorporated to solicitation Parts 1, 3 and 6 under this solicitation.

AMENDMENT 0003

SUMMARY OF CHANGES

PART 1

PROPOSAL, FORMS & DOCUMENTS

1. Section 002100, Page 6, 1. Pre-Proposal Site Visit (PPSV), Change:

a. The Contracting Office intends to host a Pre-Proposal Site Visit (PPSV). The PPSV is scheduled on 8

August 2024, at 08:00 a.m. local time, meeting at Base Basa Air Base Main Gate, GPS Coordinate 14°58'40.77"N, 120°30'10.32"E. Reference clause 52.236-27 SITE VISIT (CONSTRUCTION) – ALTERNATE I in this solicitation.

2. Section 002100, Page 12, 52.232-19 AVAILABILITY OF FUNDS FOR THE NEXT FISCAL YEAR (APR

1984) - update to read ‘FY2024’.

3. Section 002100, Page 13, 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995), paraghaph c.

Change:

(c) Participants will meet at--

Base Basa Air Base Main Gate GPS coordinate: 14°58'40.77"N, 120°30'10.32"E

4. Section 002200, Page 19-20 of 34 under item 2.4 Non-Cost Factor 4 – Technical Solution;

Change from:

i. Provide the following conceptual design drawing details:

1. Site layout plan showing footprint of proposed building, internal road, locations of transformer, generator house, pump house, septic tank, and existing road within 50 m radius from the proposed buildings. The drawing shall also include connecting point of main water supply system, connecting point of main power supply system, and discharge point of wastewater treatment system.

2. Floor plan and roof plan of for proposed buildings. The drawings shall include dimensions, items to be renovated to illustrate understanding of the statement of requirements.

To:

i. Provide the following conceptual design drawing details:

1. Conceptual of new ADAC door plan. The drawings shall include dimensions, motor location, and steel supporting structures.

2. Floor plan for proposed buildings. The drawings shall include dimensions, items to be renovated to illustrate understanding of the statement of requirements.

3. New roof plan for Operations Building. The drawings shall include dimensions, items to be renovated to illustrate understanding of the statement of requirements.

5. Section 00700, Page 31, 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

Deleted wording:

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the Contract Award Document (SF1442), (b) prosecute the work diligently, and (c) complete the entire work for both Base Bid and Option items ready for use not later than three hundred (300) calendar days after Contract Award. The time stated for completion shall include final cleanup of the premises.

PART 3

STATEMENT OF WORKS

6. On Page 6 of 16 under item KEY PERSONNEL;

This project will require the following management personnel (check one):

Dedicated Superintendent, Dedicated Quality Control Manager, and Dedicated Site Safety Health Officer (3 different people on site during production at all times)

Dedicated Superintendent and Dedicated Quality Control Manager; Superintendent may serve as Site

Safety Health Officer if qualified but not Quality Control Manager (2 different people on site during production at all times)

Triple-Hat Superintendent, Quality Control Manager, and Site Safety Health Officer (1 person on site during production at all times)

This project will require two (2) groups of the following management personnel (check one):

Dedicated Superintendent, Dedicated Quality Control Manager, and Dedicated Site Safety Health Officer (3 different people on site during production at all times)

Dedicated Superintendent and Dedicated Quality Control Manager; Superintendent may serve as Site

Safety Health Officer if qualified but not Quality Control Manager (2 different people on site during production at all times)

Triple-Hat Superintendent, Quality Control Manager, and Site Safety Health Officer (1 person on site during production at all times)

One set of key personnel will be designated for CLIN 001: Renovate Operation Building and CLIN 002:

Renovate Transient Barrack and Latrine Facilities, while another set of key personnel will be designated for CLIN 003: Fabricate and Install Hangar Door and CLIN 004: Improve Hangar Storm Water Drainage.

7. On Page 7 of 16 under section 5.2.2 LATRINE FACILITY;

Replaced all damaged plumbing fixtures.

Replace all water closets, toilet doors, urinals, and exhaust fans.

Replace loose or damaged electrical outlets and lighting fixtures.

Repair and replace damaged electrical wiring.

Repair and refinish all the exterior doors.

Replaced all damaged plumbing fixtures.

Replace all water closets, toilet doors, urinals, and exhaust fans.

Replace loose or damaged electrical outlets and lighting fixtures.

Replace all soap holders and shower partitions.

Repair and replace damaged electrical wiring.

Repair and refinish all the exterior doors.

8. On Page 8 of 16 under item 5.4.2 STORM DRAINAGE IMPROVEMENT;

Sawcut the existing concrete apron and remove it. Excavate two trenches, each approximately 2.5 feet (0.76 meters) wide by 3.5 feet (1.0 meters) deep, with a total length of 732 feet (223 meters).

Install eight 1-meter-tall reinforced concrete manholes / drop inlets with grates. Inlet dimension shall be no less than 25 inches x 25 inches (0.6 meters x 0.6 meters).

Install 223 meters of 15-inch (375 mm) reinforced concrete pipe with a minimum slope of 0.2%.

Backfill with free draining angular ¾ inch aggregate and place a reinforced concrete pad to meet design requirements for the airport apron. Install 20-inch-long dowels at 12 inches on center spacing to connect the existing concrete with the new reinforced concrete pad.

Remove existing grates and infill with concrete to meet design requirements for the airport apron. Install 20-inch-long dowels on 12-inch center spacing to connect the existing concrete with the new reinforced concrete pad.

Remove existing grates and drop inlet covers and replace it with reinforced concrete cover.

Sawcut and remove concrete as required to install new drainage grates and drop inlet covers to ensure the grates are flush with existing apron concrete.

Contractor shall design, provide and install new ductile iron or stainless-steel drainage grates and drop inlets to withstand required loads.

9. On Page 9 of 16 under item B10 SUPERSTRUCTURE;

Add:

B102001 FACADE FRAMING SYSTEM

a. Design the facade framing system to support various loads, including wind loads, dead loads (self-weight of the materials), live loads (temporary loads such as maintenance workers), and impact loads.

The system must ensure structural stability and integrity under all conditions, including extreme weather events.

10. On Page 10 of 16 under item B2030 EXTERIOR DOOR;

B203005 HANGAR DOOR

a. Equip the door system with a reliable power supply, including backup systems such as generators or uninterruptible power supplies (UPS) to ensure operation during power outages.

b. Include safety features in the hangar door system, such as emergency stop buttons, safety sensors, and obstruction detection systems, to prevent accidents during operation.

c. Design the door system for smooth and efficient operation, minimizing noise and vibration.

d. Use a basic wind speed of 260 kph (162 mph) for determining the design wind load of the hangar door, based on the Structural Load Data Tool for UFC 3-301-01, Risk Category III, and the National Structural Code of the Philippines (NSCP 2015).

11. On Page 10 of 16 under item C1020 INTERIOR DOORS;

a. Replace all the existing toilet doors of the latrine facility and add as necessary to provide a fully functioning facility as per project objectives.

b. Door frames shall be made of aluminum with solid wood filled inside and door leaves shall be made of solid wood in paint finishes or tempered glass.

c. No CMU brick can be placed directly on top of the aluminum frame structure.

d. All interior edges of the door frame shall be completely sealed with approved weather proof, UV resistant, non-hardening silicon sealant of an appropriate color.

e. All interior doors shall be lockable from inside only.

f. Door jambs at toilets area shall be elevated 5 mm above finished floor level of the toilets.

To:

a. Replace all the existing toilet doors of the latrine facility and add as necessary to provide a fully functioning facility as per project objectives.

b. Door frames shall be made of aluminum with solid wood filled inside and door leaves shall be made of solid wood in paint finishes or tempered glass.

c. No CMU brick can be placed directly on top of the aluminum frame structure.

d. All interior edges of the door frame shall be completely sealed with approved weather proof, UV resistant, non-hardening silicon sealant of an appropriate color.

e. All interior doors shall be lockable from inside only.

f. Door jambs at toilets area shall be elevated 5 mm above finished floor level of the toilets.

g. Replace all the shower partitions in the latrine facility.

12. On Page 13 of 16 under item D2040 RAIN WATER DRAINAGE;

D204090 RAINWATER CONCRETE COVER

a. Determine the expected load-bearing capacity based on the types of vehicles or equipment that will pass over the drain. Design accordingly a concrete cover to withstand these loads.

b. Provide manholes to allow for cleaning and debris removal. This ensures the drainage system remains functional and efficient over time.

13. On Page 16 of 16 under item G20 SITE IMRPROVEMENT;

a. Perform a deep cleaning inside the latrine facility, to include floor, wall, and all fixtures.

b. A disinfectant cleaner shall be used to clean the latrine facility.

PART 6

ATTACHMENTS

14. Add pictures.

15. Add following documents:

1. Enclosure 3: As-Built Drawing of Operations Building

2. Enclosure 4: As-Built Drawing of Transient Barrack and Latrine Facility.

C. The following attachments are incorporated to the RFP.

- Attachment A – PPIs and Answers.

- Exhibit D. Revised BOQ.

D. All other terms and conditions remain the same.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 22-Aug-2024 11:00 AM to 26-Aug-2400 11:00 AM.

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

52.232-19 AVAILABILITY OF FUNDS FOR THE NEXT FISCAL YEAR (APR 1984)

Funds are not presently available for performance under this contract beyond FY2024. The Government's obligation for performance of this contract beyond that date is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise for performance under this contract beyond FY2024, until funds are made available to the Contracting Officer for performance and until the Contractor receives notice of availability, to be confirmed in writing by the Contracting Officer.

(End of clause)

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the Contract Award Document (SF1442), (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than three hundred (300) calendar days after Contract Award. The time stated for completion shall include final cleanup of the premises.

CLIN 0001: Renovation of Operation Building – 300 calendar days CLIN 0002: Renovation of Transient Barrack and Latrine Facilities – 300 calendar days.

CLIN 0003: Fabricate and Install Hangar Door – 300 calendar days CLIN 0004: Improve Hangar Storm Water Drainage – 300 calendar days

(End of clause)

(End of Summary of Changes)

D/B UFC Renovate Operations Building and Transient Barracks N6274224R6719_0003 Basa Air Base, Floridablanca, Philippines Part 6

AMENDMENT 0003

PART 6

ATTACHMENT

1. Add following pictures:

Figure 31 Front View of the Existing Adjacent Hangar for reference

Figure 32 Rear View of the Existing Hangars

Figure 33 Front View of the ADAC Hangar

Figure 34 Upper and Lower Tracks of Existing Hangar for reference

Figure 35 Pocket Door at Existing Hangar for reference

Figure 36 Structural Truss at Existing Hangar for reference

Figure 37 Existing Foundation for Installation of Hangar Door

Figure 38 Steel Grating at the back and Front of ADAC Hangar

Figure 39 Existing Panel Board at ADAC Hangar

Figure 40 Aircraft Hangar Mooring and Grounding

Figure 41 Existing Lights Inside Hangar

Figure 42 Mechanical Motor for the front door of the existing hangar adjacent to the project site.

Figure 43 Mechanical Motor of the ADAC hangar door (back door of the hangar where the door will be installed)

Figure 44 Reference of heavy- duty Reinforced Concrete Drain Cover

Basa Air Base, Floridablanca, Philippines

ENCLOSURE 3

AS-BUILT DRAWING OF OPERATIONS BUILDING

ENDEC IN

C

SENSITIVE BUT UNCLASSIFIED

Basa Air Base, Floridablanca, Philippines

ENCLOSURE 4

AS-BUILT DRAWING OF TRANSIENT BARRACK AND LATRINE FACILITY

MUNICIPALITY OF FLORIDA BLANCA

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

R E P U B L I C O F T H E P H I L I P P I N E S

MECHANICAL

SANITARY

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

LINE AND GRADE

LAND USE AND ZONING

T A B L E O F C O N T E N T S

ARCHITECTURAL

A 001 PERSPECTIVE

SITE DEVELOPMENT PLAN

LOCATION MAP

A 002 BARRACKS FLOOR PLAN

STRUCTURAL

S 001 STRUCTURAL NOTES

ELECTRICAL

E 001 E 002

E 003

PLUMBING

O F F I C E O F T H E B U I L D I N G O F F I C I A L

SCALE NTSA-001

SCALE 1:600 metersA-001

A 003

A 004

BARRACKS FRONT ELEVATION

BARRACKS REAR ELEVATION

A 006

BARRACKS LEFT SIDE ELEVATION

BARRACKS RIGHT SIDE ELEVATION

BARRACKS SECTION THRU AA

BARRACKS SECTION BB

SCHEDULE OF DOORS

BARRACKS ROOF PLAN

S 002

S 003 BARRACKS FOUNDATION PLAN

WELD LENGHT

E 002-B

SCHEDULE OF WINDOWS

BARRACKS REFLECTED CEILING PLAN

A 005

BARRACKS GFCI LAYOUT FOR 220 VOLTS

BARRACKS CEILING FAN LAY-OUT

BARRACKS ELECTRICAL LIGHTING LAY-OUT 2

BARRACKS POWER LAY-OUT FOR 220 VOLTS

BARRACKS ELECTRICAL LIGHTING LAY-OUT 1

E 004

BARRACKS STORM DRAIN PLAN LAY-OUTP 001

P 003

BARRACKS ISOMETRIC STORM DRAIN LAY-OUTP 002

LOAD SCHEDULE AND COMPUTATION FOR LIGHTING PANEL BOARD-110VAC(PB3-110V)

E 005

LATRINE FLOOR PLAN

LATRINE FRONT ELEVATION

LATRINE REAR ELEVATION

LATRINE LEFT SIDE ELEVATION

LATRINE RIGHT SIDE ELEVATION

LATRINE ROOF FRAMING PLAN

LATRINE SECTION THRU AA

LATRINE SECTION BB

A 007

A 008

A 009

E 006

BARRACKS GFCI LAYOUT FOR 110 VOLTS

LATRINE ELECTRICAL REFLECTED LAY-OUT

E 007

LATRINE EXHAUST FAN LAY-OUT

BARRACKS ROOF FRAMING PLAN

TYPICAL ROOF BEAM (RB1) DETAILS

SCHEDULE OF BEAM

TYPICAL TIE BEAM (TB) DETAILS

S 004

LATRINE LIGHTING LAY-OUT

E 008 E 009

LATRINE SEWER AND DRAINAGE PLAN LAY-OUT

LATRINE WATER LINE PLAN LAY-OUT

P 004

P 005

P 006

P 007

LATRINE DETAIL OF ABSORPTION & DRAIN FIELD

LATRINE PLAN DETAIL OF WASTE WATER HOLDING TANK

LATRINE WASTE WATER HOLDING TANK SECTION DETAIL THRU AA

STORM WELL DRAINAGE

LATRINE PLAN DETAIL OF CATCH BASIN

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

REP. ACT 545

Information to be used only by the

D:\jamari\NAVFAC\NAVFAC LOGO.jpg

ADUANA BLDG., CAMP AGUINALDO, PHILIPPINES

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEPERSPECTIVE

SITE DEVELOPMENT PLAN

LOCATION MAP

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 001

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

S 005

S 006 LATRINE ROOF FRAMING PLAN

LATRINE FOUNDATION PLAN

BAY SECTION DETAIL

S 007 POWER HOUSE WITH GEN. PAD PLAN DETAIL

POWER HOUSE WITH GEN. PAD SECTION PLAN DETAIL

WASH BAY PLAN VIEW

WASHBAY FRONT, REAR, SIDE ELEVATION

S 008 POWER HOUSE ROOF FRAMING PLAN

TYPICAL SIDE ELEVATION

FRONT ELEVATION

REAR ELEVATION

WASHBAY SECTION DETAIL

LATRINE (MALE TOILET)

A 010

A 011

A 012

A 001-A A 001-B A 001-C

SITE DEVELOPMENT PLAN

TOPOGRAPHIC PLAN

TOPOGRAPHIC PLAN ON NATURAL GRADE LINE

LATRINE (FEMALE TOILET)A 013

LATRINE REFLECTED CEILING PLAN

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpg

E 010

E 011

E 012

BARRACKS REFLECTED ELECTRICAL LAY-OUT

BARRACKS AIRCON POWER LAY-OUT

BARRACKS POWER LAYOUT FOR 110 VOLTS

LATRINE GFCI LAY-OUT FOR 220 VOLTS

LOAD SCHEDULE AND COMPUTATION FOR PANEL BOARD-1(PB1)

E 013 PANEL BOARD-1(PB1) ONE LINE DIARAM

LOAD SCHEDULE AND COMPUTATION FOR PANEL BOARD-4(PB4)

E 014 ONE LINE DIAGRAM (OPTION 1)

E 015 SCHEMATIC DIAGRAM

E 017 LATRINE LIGHTNING ARRESTER DETAIL

LATRINE ISOMETRIC LAY-OUT OF SEWER AND DRAINAGE

LATRINE ISOMETRIC LAY-OUT OF WATER LINE

P 008 LATRINE STORM DRAIN PLAN

P 09 LATRINE STORM DRAIN ISOMETRIC LAY-OUT

M 001 BARRACKS MECHANICAL PLAN

E 016 RISER DIAGRAM

SCALE NTSA-001

31000

2000 2000

45000

27990

BARRACKS FACILITY

BUILDING LINE

LATRINE

BUILDING LINE

MULTIPURPOSE FACILITY (by others)

LATRINE (by others)

ELEVATED WATER TANK

DEEP WELL

(BY OTHERS)

WASTE WATER HOLDING TANK

(BY OTHERS)

BARRACKS FACILITY

LATRINE

2000 16000 2000

EXISTING TWO STOREY FACILITY

6.0 m

W

ID

E

AS

PH

AL

T

PA

VE

ME

NT

A

CC

ES

S

RO

AD

(e xis tin g)

PARKING (by others) PARKING/LAYDOWN AREA

O

N

R

E

T

A

D

WASTE WATER

HOLDING TANK

LATRINE

WASH BAY

CONCRETE PAD

FOR GENERATOR

12750

PARKING AREA

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

EX

IS

TI

NG

R

OA

D

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

PROPOSED 3M EARTH EMBARKMENT

ELEV. 43.00M

GR

AD

ED

G

RO

UN

D

LIN

E

N E

W S

STREET LIGHT

DINING FACILITY

CO

NC

RE

TE

P

AT

HW

AY

(B Y

OT

HE

RS

ELECTRICAL POSTELECTRICAL POST

ELECTRICAL POST

PROPOSED REPLACEMENT

STREET LIGHT

STREET LIGHTSTREET LIGHT

STREET LIGHT

STREET LIGHT

STREET LIGHT

PARKING AREA

( AVILA BUILDING )

STREET LIGHT

STREET LIGHT

STREET LIGHT

STREET LIGHT

COLUMN AND FOOTING DEATIL

SCHEDULE OF COLUMN AND FOOTING

TYPICAL TRUSS CONNECION DETAILS

SPLICING DETAIL

TYPICAL BASE PLATE DETAILS

TYP.PURLINS-TRUSS CONNECTION DETAIL

TRUSS PANEL JT. CONNECTION DETAIL

BARRACKS FULL TRUSS - 1

BARRACKS HALF TRUSS - 2

BARACKS HALF TRUSS - 1

BARRACKS HALF TRUSS - 3

LATRINE HALF TRUSS-2 & TYP. LINTEL BEAM

FULL TRUSS - 1 AND LATRINE HALF TRUSS - 1

VENTILATOR DETAIL

SECTION L

SECTION I

SECTION J

SECTION K

SECTION M

SECTION N

SECTION O

SECTION P

SECTION Q

SECTION R

SECTION S AND T

SECTION A AND B

SECTION C AND D

SECTION E AND F

SECTION G AND H

LOAD SCHEDULE AND COMPUTATION FOR PANEL BOARD-2(PB2)

PANEL BOARD-4(PB-4) ONE LINE DIARAM

PANEL BOARD-2(PB2) ONE LINE DIAGRAM

3A- PANEL BOARD(PB3)110V @ 220V ONE LINE DIARAM

3B- PANEL BOARD(PB3)110V @ 110V ONE LINE DIARAM

BARRACKS LIGHTNING ARRESTER DETAIL

GROUND ROD CONNECTION DETAIL

M 002 LATRINE EXHAUST FAN LAY-OUT

M 003 BARRACKS FIRE PROTECTION PLAN

M 004 LATRINE FIRE PROTECTION PLAN LAY-OUT

P 010 BRANCH DRAIN LINE DETAILS

MECHANICAL

A 007-A DOOR SCHEDULES AND ACCESSORIES

CT-S 001 CISTERN TANK PLAN DETAIL

CISTERN TANK PLAN @ MID-HEIGHT

CISTERN TANK WATER TOWER FOUNDATION PLAN

CISTERN TANK SECTION THRU XX

DETAIL "2' AND DETAIL "1"

COLUMN SECTION DETAIL

CT-S 002 CISTERN TANK FRONT,REAR ELEVATION

CISTERN TANK RIGHT SIDE AND LEFT SIDE ELEVATION

H2O TOP SLAB PLAN

CISTERN TANK PLAN VIEW

DETAIL OF CAGE AND LADDER PLAN

CAGE AND LADDER SIDE ELEVATION

CT-S 003 COLUMN SCHEDULE

TYPICAL BASE PLATE DEATAIL

RAILINGS DETAIL

3D DRAWING MANHOLE AND RUNGS

CT-S 004 H2O TANK TOP SLAB REINFORCING DETAIL

SECTION THRU AA AND MANHOLE DETAIL

TYPICAL COLUMN /BRACE BEAM DETAIL

DISTRIBUTION LINE OF H2O

TYPICAL BRACE BEAM SECTION

CT-S 005 STRUCTURAL NOTES

CONCRETE PAD

FOR GENERATOR

M 005 SCHEMATIC ONE LINE PIPING DIAGRAM

31000

2000 2000

45000

27990

10000

BARRACKS FACILITY

BUILDING LINE

LATRINE

BUILDING LINE

MULTIPURPOSE FACILITY (by others)

LATRINE (by others)

DEEP WELL

(BY OTHERS)

WASTE WATER HOLDING TANK

(BY OTHERS)

BARRACKS FACILITY

LATRINE

2000 16000 2000

EXISTING TWO STOREY FACILITY

6.0 m

W

ID

E

AS

PH

AL

T

PA

VE

ME

NT

A

CC

ES

S

RO

AD

(e xis tin g)

PARKING (by others) PARKING/LAYDOWN AREA

HOLDING TANK

ACACIA TREE

MAHOGANY TREE

MANGO TREE

LEGEND:

SCALE 1:300M

SITE DEVELOPMENT PLAN

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CESITE DEVELOPMENT PLAN

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 001-A

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

LATRINE

WASH BAY

CONCRETE PAD

FOR GENERATOR

12750

ACCESS ROAD

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

EX

IS

TI

NG

R

OA

D

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

3 E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT 3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

PROPOSED 3M EARTH EMBARKMENT

2M WALKWAY

2M WALKWAY

2M WALKWAY

2M WALKWAY

2M W

AL

KW

AY

2M W

AL

KW

AY

2M W

AL

KW

AY

ELEV. 44.15M

ELEV. 44.05M

ELEV. 44.00M

ELEV. 43.85M

ELEV. 43.85M

ELEV. 44.3M

ELEV. 43.57M

ELEV. 43.77M

ELEV. 43.00M

ELEV. 43.80M

ELEV. 43.50M

EL

EV

. 4 3.8

5M

EL

EV

. 4 3.8

5M

EL

EV

. 4

3.8 5M

GRADED GROUND LINE

ELEV. 43.50M

GRADED GROUND LINE

ELEV. 43.50M

GR

AD

ED

G

RO

UN

D

LIN

E

EL

EV

. 4

3.7 0M

GR

AD

ED

G

RO

UN

D

LIN

E

EL

EV

. 4

3.5 0M

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N E

W S

STREET LIGHT

DINING FACILITY

3M E

AR

TH

E

MB

AN

KM

EN

T

3M EARTH EMBANKMENT

CO

NC

RE

TE

P

AT

HW

AY

(B Y

OT

HE

RS

ELECTRICAL POSTELECTRICAL POST

ELECTRICAL POST

PROPOSED REPLACEMENT

STREET LIGHT

STREET LIGHTSTREET LIGHT

STREET LIGHT

STREET LIGHT

STREET LIGHT

PARKING AREA

( AVILA BUILDING )

STREET LIGHT

STREET LIGHT

STREET LIGHT

STREET LIGHT

MANGO TREE

POWER HOUSE

20000

2000 3000

ELEVATED WATER TANK

3M E

AR

TH

E

MB

AN

KM

EN

31000

2000 2000

45000

27990

BARRACKS FACILITY

BUILDING LINE

LATRINE

BUILDING LINE

MULTIPURPOSE FACILITY (by others)

LATRINE (by others)

ELEVATED WATER TANK

DEEP WELL

(BY OTHERS)

WASTE WATER HOLDING TANK

(BY OTHERS)

BARRACKS FACILITY

LATRINE

2000 16000 2000

EXISTING TWO STOREY FACILITY

6.0 m

W

ID

E

AS

PH

AL

T

PA

VE

ME

NT

A

CC

ES

S

RO

AD

(e xis tin g)

PARKING (by others) PARKING/LAYDOWN AREA

HOLDING TANK

ACACIA TREE

MAHOGANY TREE

MANGO TREE

LEGEND:

LATRINE

WASH BAY

12750

ACCESS ROAD

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

EX

IS

TI

NG

R

OA

D

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M EARTH EMBANKMENT 3 EARTH EMBANKMENT

3M EARTH EMBANKMENT

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

3M E

AR

TH

E

MB

AN

KM

EN

T

PROPOSED 3M EARTH EMBARKMENT

2M WALKWAY

2M WALKWAY

2M WALKWAY

2M WALKWAY

2M W

AL

KW

AY

2M W

AL

KW

AY

2M W

AL

KW

AY

ELEV. 44.05M

ELEV. 44.05M

ELEV. 44.00M

ELEV. 43.85M

ELEV. 43.85M

GRADED ELEV. 43.8M

ELEV. 44.30M

ELEV. 43.57M

ELEV. 43.77M

ELEV. 43.00M

ELEV. 43.80M

ELEV. 43.50M

EL

EV

. 4 3.8

5M

EL

EV

. 4 3.8

5M

EL

EV

. 4

3.8 5M

GRADED GROUND LINE

ELEV. 43.50M

GRADED GROUND LINE

ELEV. 43.50M

GR

AD

ED

G

RO

UN

D

LIN

E

EL

EV

. 4

3.7 0M

GR

AD

ED

G

RO

UN

D

LIN

E

EL

EV

. 4

3.5 0M

N E

W S

STREET LIGHT

DINING FACILITY

3M E

AR

TH

E

MB

AN

KM

EN

T

3M EARTH EMBANKMENT

CO

NC

RE

TE

P

AT

HW

AY

(B Y

OT

HE

RS

ELECTRICAL POSTELECTRICAL POST

ELECTRICAL POST

PROPOSED REPLACEMENT

STREET LIGHT

STREET LIGHTSTREET LIGHT

STREET LIGHT

STREET LIGHT

STREET LIGHT

PARKING AREA

( AVILA BUILDING )

STREET LIGHT

STREET LIGHT

STREET LIGHT

STREET LIGHT

MANGO TREE

SCALE 1:300M

PROFILE SECTION THRU NORTH TO SOUTH-1

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CETOPOGRAPHIC PLAN

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 001-B

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

NA

TU

RA

L G

RA

DE

LI

NE

PR

OP

OS

ED

G

RA

DE

LI

NE

BA

RR

AC

KS

F

AC

ILI

TY

LA

TR

IN

E

PR

OP

OS

ED

P

AR

KI

NG

/ L

AY

DO

W

N

AR

EA

NA

TU

RA

L G

RA

DE

LI

NE

PA

TH

W

AY

E

LE

V.

44.30 m.

44.20 44.10 44.00 43.90 43.80 43.70 43.60 43.50 43.40 43.30 43.20 43.10

43.00 m.

BARRACKS FACILITY

WALK WAYPATH WAY

EMBANKMENT

45000 2000 30006000 1000 14479

SC

AL

E 1:

0M

PR

O

FI

LE

S

EC

TI

O

N T

H R

U W

ES

T

TO

E

AS

T

PR

OP

OS

ED

G

RA

DE

LI

NE

PROPOSED GRADE LINE

EM

BA

NK

ME

NT

44.30 m.

44.20 44.10 44.00 43.90 43.80 43.70 43.60 43.50 43.40 43.30 43.20 43.10

43.00 m.

ELEV.= 44.00 M.

ELEV. 43.85M

.3

M

.2

.1

.0

.9

.8

.7

.6

.5

.4

.3

.2

.1

.0

M

.3

M

.2

.1

.0

.9

.8

.7

.6

.5

.4

.3

.2

.1

.0

M

76875

ELEV. 43.85M

G R

AD

ED

E

LE

V.

.5

M

44.30 m.

44.20 44.10 44.00 43.90 43.80 43.70 43.60 43.50 43.40 43.30 43.20 43.10

43.00 m.

LATRINE

ROAD

PATH WAY ELEV.44.05 M.

EMBANKMENT

3000 200010875 6000 1000 2000

PROPOSED GRADE LINE

NATURAL GRADE LINE

44.30 m.

44.20 44.10 44.00 43.90 43.80 43.70 43.60 43.50 43.40 43.30 43.20 43.10

43.00 m.

ELEV. = 44.15 M

PATHWAY ELEV. = 44.05 M

ELEV.= 43.65 M.

SCALE 1:300M

PROFILE SECTION THRU NORTH TO SOUTH-2

16000 3000

ELEV. = 43.85 M

0 10 m. 20m. 30m. 40m. 50m. 60m. 70m. 80m. 90m. 100m. 110m. 120m.

ELEV.= 43.20 M.

NATURAL GRADE LINE

ELEV. = 43.80 M

ELEV. = 43.45 M

GRADED ELEV. LATRINE = 43.65 M.

GRADED ELEV. BARRACKS = 43.50 M.

ELEV.= 43.35 M.

LATRINE

ELEV. = 44.15 MEXISTING ELEVATION OF ROAD = 44.30 M

ELEV. = 43.45 M

G R

AD

E

EL

EV

3.

M

N

AT

U R

AL

G

R

AD

E

EL

EV

3.

M

E X

I S T

I N G

L I

E

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

SCALE 1:300M

TOPOGRAPHIC PLAN

10875

ELEV. 44.15M

CONCRETE PAD

FOR GENERATOR

POWER HOUSE

30002000

20000

3M E

AR

TH

E

MB

AN

KM

EN

T

2M W

AL

KW

AY

3M EARTH EMBANKMENT

SCALE 1:300M

PROFILE SECTION THRU NORTH TO SOUTH

30000

33530

EXISTING TWO STOREY FACILITY

6.0 m

W

ID

E

AS

PH

AL

T

PA

VE

ME

NT

A

CC

ES

S

RO

AD

(e xis tin g)

PARKING (by others)

PROPOSED PARKING/LAYDOWN AREA

ELECTRICAL POST

ELECTRICAL POST

EX

IS

TI

NG

D

IR

T

RO

AD

ACACIA TREE

MAHOGANY TREE

KALIBANG-BANG TREE

LEGEND:

SCALE 1:300M

TOPOGRAPHIC PLAN

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CETOPOGRAPHIC PLAN ON NATURAL GRADE LINE

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 001-C

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

ACCESS ROAD

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

PR

OP

OS

ED

3M E

AR

TH

E

MB

AN

KM

EN

T

PROPOSED 3M EARTH EMBARKMENT

ELEV. 43.57M

ELEV. 43.77M

ELEV. 43.00M

ELEV. 43.50M

NA

TU

RA

L G

RA

DE

LI

NE

NA

TU

RA

L G

RA

DE

LI

NE

44.30 m.

44.20 44.10 44.00 43.90 43.80 43.70 43.60 43.50 43.40 43.30 43.20 43.10

43.00 m.

ELEV. = 43.85 M

ELEV.= 43.80 M.

ELEV.= 43.77 M.

ELEV.= 43.00 M.

ELEV.= 43.57 M.

ROAD

10875

SC

AL

E 1:

0M

PR

O

FI

LE

S

EC

TI

O

N T

H R

U W

ES

T

TO

E

AS

T

44.30 m.

44.20 44.10 44.00 43.90 43.80 43.70 43.60 43.50 43.40 43.30 43.20 43.10

43.00 m.

.3

M

.2

.1

.0

.9

.8

.7

.6

.5

.4

.3

.2

.1

.0

M

.3

M

.2

.1

.0

.9

.8

.7

.6

.5

.4

.3

.2

.1

.0

M

EL

EV

3.

M

EXISTING ELEVATION OF ROAD = 44.30 M

0 10 m. 20m. 30m. 40m. 50m. 60m. 70m. 80m. 90m. 100m. 110m. 120m.

ELEV.= 43.00 M.

ELEV.= 43.10 M.

NATURAL GRADE LINE

EL

EV

3.

M

EL

EV

3.

M

EL

EV

3.

M

ELEV.= 43.40 M.

ELEV.= 43.60 M.

ELEV.= 44.30 M.

ON NATURAL GRADE LINE

ELEV.= 43.00 M.

ELEV. = 43.45 M

ELEV.= 43.10 M.

ELEV. = 43.80 M

ELEV. = 43.45 M

ELEV. = 43.65 M

ELEV.= 43.50 M.

ELEV.= 43.35 M.

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpg C:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N E

W S

45000 2000 3000412526000 1000 144792000

76875

BA C D E F G H I J

5000 5000 5000 5000 5000 5000 5000 5000 5000

45000

5000 5000 5000 5000 5000 5000 5000 5000 5000

45000

1300 1300 24001300 1300 24001300 1300 24001300 1300 24001300 1300 24001300 1300 24001300 1300 24001300 1300

24001300 1300 24001300 1300 24001300 1300 24001300 1300 24001300 1300

S I D E W A L K S I D E W A L K S I D E W A L K S I D E W A L KS I D E W A L K

S I D E W A L K S I D E W A L K S I D E W A L K S I D E W A L KS I D E W A L K

BA C D E F G H I J

24001300 1300 24001300 1300 24001300 1300

A

B

ROOF LINE

ROOF LINE

D-02 A-7

D-01 A-4

W-02 A-7

W-01 A-7

D-02 A-7

SCALE 1:100M

BARRACKS FLOOR PLAN

15021502 2000

1502 15022000

63 10

A-7

A-002

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEBARRACKS FLOOR PLAN

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 002

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

D-01 A-4

2000 2000

2000 2000

12001200

1200 1200

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N E

W S

W-01 A-7

W-02 A-7

W-01 A-7

W-01 A-7

W-02 A-7

W-02 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

5000 50005000 5000 50005000 5000

45000

2400 1300 1300 2400 1300 13001300 24001300 1300 24001300 130024001300 240024001300 1300 1300 1300

BA C D E F G H I J

5000 5000 5000 5000 5000 5000 5000 5000 5000

45000

W-01 A-7

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER COAT-FINISH

SCALE 1:100M

BARRACKS FRONT ELEVATION

SCALE 1:100M

BARRACKS REAR ELEVATION

24001300 1300

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

1477 2000 1477

D-01 A-4

A-003

A-003

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEBARRACKS FRONT ELEVATION

BARRACKS REAR ELEVATION

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

WEATHER PROOF C.O COVER

11-C-6727

A 003

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

1200 1200

2000 2000

5000 5000 5000 5000 5000 5000 5000 5000

45000

24001300 1300 24001300 1300 1300 24001300 1300 24001300 130024001300 1300 24001300 1300 24001300 1300

BA C D E F G H I J

5000 5000 5000 5000 5000 5000 5000 5000 5000

45000

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER COAT-FINISH

24001300 1300

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

1477 2000 1477

D-01 A-490

1200 1200

2000 2000

FINISHED CEILING LINE

FINISHED FLOOR LINE

GRADED GROUND LINE

ROOF APEX LINE

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpg

4" PVC SLEEVES

C:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

SLIDING GLASS WINDOW IN ALUMINUM FRAME

WITH 6.0mm THICK GLASS AND INSECT SCREEN

SLIDING GLASS WINDOW IN ALUMINUM FRAME

WITH 6.0mm THICK GLASS AND INSECT SCREEN

FINISHED CEILING LINE

FINISHED FLOOR LINE

GRADED GROUND LINE

ROOF APEX LINE

ELEV. 47.30M

ELEV. 44.00M

ELEV. 43.50M

ELEV. 48.62M

w/ CHAIN COVER HOLDER

4" PVC SLEEVES

w/ CHAIN COVER HOLDER

ELEV. 47.30M

ELEV. 44.00M

ELEV. 43.50M

ELEV. 48.62M

WEATHER PROOF C.O COVER

WEATHER PROOF C.O COVER

W-02 A-7

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER COAT-FINISH

W-02 A-7

1 2 3 4

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER

14000

24001050 105024001050

SCALE

BARRACKS LEFT-SIDE ELEVATION

SCALE 1:100M

BARRACKS RIGHT-SIDE ELEVATION

SCALE 1:100M

BARRACKS SECTION THRU BB

SCALE 1:100M

BARRACKS SECTION THRU AA

APEX LINE

FINISHED CEILING LINE

FINISHED FLOOR LINE

NATURAL GROUND LINE

W-02 A-7

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER COAT-FINISH

W-02 A-7

1:100M

1 2 3 4

50004500 4500

14000

1000 1000 438438

24001050 10502400

1 2 3 4

50004500 4500

14000

SEE TRUSS DETAIL

1200 5631200 120010001000 563

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

D-02 A-7

D-02 A-4

D-03 A-7

A-004

A-004

A-004

A-004

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEBARRACKS RIGHT SIDE ELEVATION

BARRACKS LEFT SIDE ELEVATION

BARRACKS SECTION THRU BB

BARRACKS SECTION THRU AA

VENTILATOR DETAIL

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

WEATHER PROOF C.O COVER

11-C-6727

A 004

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

5000 5000 5000 5000 5000 5000 5000 5000

45000

24001300 1300 24001300 1300 1300 24001300 1300 24001300 130024001300 1300 24001300 1300 24001300 1300

BA C D E F G H I J

5000 5000 5000 5000 5000 5000 5000 5000 5000

45000

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER COAT-FINISH

24001300 1300

CEMENT PLASTER & PAINT FINISH

1477 2000 1477

D-01 A-790

1200 1200

2000 2000

SEE TRUSS DETAIL

2000 200014000

0 2000 200014000

2000 200014000

FINISHED CEILING LINE

FINISHED FLOOR LINE

GRADED GROUND LINE

ROOF APEX LINE

0m m

600mm

ROOF EXHAUST VENTILATOR

(WELDED @ ROOF TOP)

VENTILATOR DETAIL

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpg

4" PVC SLEEVES

C:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

W-01 A-7

SLIDING GLASS WINDOW IN ALUMINUM FRAME

WITH 6.0mm THICK GLASS AND INSECT SCREEN

SLIDING GLASS WINDOW IN ALUMINUM FRAME

WITH 6.0mm THICK GLASS AND INSECT SCREEN

SLIDING GLASS WINDOW IN ALUMINUM FRAME

WITH 6.0mm THICK GLASS AND INSECT SCREEN

FINISHED CEILING LINE

FINISHED FLOOR LINE

GRADED GROUND LINE

ROOF APEX LINE

FINISHED CEILING LINE

FINISHED FLOOR LINE

GRADED GROUND LINE

ROOF APEX LINE

Base Board Paint Line Interrior Wall

Base Board Paint Line Interrior Wall

SMOOTH COATED FINISH

w/ CHAIN COVER HOLDER

4" PVC SLEEVES

w/ CHAIN COVER HOLDER

SEE TRUSS DETAIL

W/ STAINLESS KICK PLATE AND PUSH PLATE

W/ STAINLESS KICK PLATE AND PUSH PLATE

A-004

2-2 GANG CONVENIENCE OUTLET

110V AND 220V

2-2 GANG CONVENIENCE OUTLET

110V AND 220V

200035

ELEV. 47.30M

ELEV. 44.00M

ELEV. 43.50M

ELEV. 48.62M

ELEV. 47.30M

ELEV. 44.00M

ELEV. 43.50M

ELEV. 48.62M

ELEV. 47.30M

ELEV. 44.00M

ELEV. 43.50M

ELEV. 48.62M

WEATHER PROOF C.O COVER

4" PVC SLEEVES

w/ CHAIN COVER HOLDER

WEATHER PROOF C.O COVER

5000 5000 5000 5000 5000 5000 5000

45000

5000 5000

Ga # 24, pre-painted clip lock type

ROOF EXHAUST VENTILATOR

SCALE 1:100M

BARRACKS ROOF PLAN

1200 1200

12001200

DS DS DS DS DS DS DS DS

DS

DS

DS DS DS DS DS DS DS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

A-005

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEBARRACKS ROOF PLAN

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 005

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

Ga # 24, pre-painted roofing sheet (clip lock type)

LIGHTNING ARRESTER(SEE DETAIL, E-011)

4" O LEADER/

4" O LEADER/

4" O LEADER/

4" O LEADER/

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

4" O

L

EA

D

ER

Ga # 24, pre-painted GUTTER(6" x 12")

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N E

W S

45000

5000 5000 5000 5000 5000 5000 5000 5000 5000

45000

S I D E W A L K S I D E W A L K S I D E W A L K S I D E W A L KS I D E W A L K

S I D E W A L K S I D E W A L K S I D E W A L K S I D E W A L KS I D E W A L K

BA C D E F G H I J

SCALE 1:100M

BARRACKS REFLECTED CEILING PLAN

CEILING BOARD

LEGEND:

2400 2400 2400 2400 2400 2400 24002400 2400 2400 24002400 2400 2400 2400 2400 24002400 900900

A-006

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEBARRACKS REFLECTED CEILING PLAN

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

ACCESS PANEL IN SETS

11-C-6727

A 006

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

CEILING VENT

5000 5000 5000 5000 5000 5000 500050003325

900mm X 250mm

7000 7000 7000 7000 7000

7000 7000 7000 7000 7000

0 ACCESS PANEL

700mm X 700mm

6mm THICK FICE BOARD

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N E

W S

FINISH FLOOR LINE

W-03 W-04

OPERATION :

LOCATION :

QUANTITY :

LATRINE

7 SETS

OPERATION :

LOCATION :

QUANTITY :

LATRINE

3 SETS

600600600600600600600600600600600600

360024001200

W-05

OPERATION :

LOCATION :

QUANTITY :

LATRINE

2 SETS

D-01 A-7

OPERATION :

LOCATION :

QUANTITY : 2 SET

D-03

STEEL DOOROPERATION :

LOCATION :

QUANTITY :

BARRACKS

1 SET

D-02

OPERATION :

LOCATION :

QUANTITY : 2 SET

STEEL DOOR

BARRACKS

STEEL DOOR

BARRACKS

FINISH FLOOR LINE

OPERATION :

LOCATION :

QUANTITY : 4 SETS

2400 1000

BARRACKS

D-04

OPERATION :

LOCATION :

QUANTITY : 1 SET

STEEL DOOR

D-05

STEEL DOOROPERATION :

LOCATION :

QUANTITY : 1 SET

800 800

LATRINE LATRINE

FINISH FLOOR LINE

W-01 W-02

SCALE 1:20M

SCHEDULE OF DOORS

A-007

SCALE 1:20M

SCHEDULE OF WINDOWS

A-007

W/ GLASS VISION PANEL W/ GLASS VISION PANEL

A-7 A-7 A-7 A-7

A-7A-7A-7

A-7A-7

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CESCHEDULE OF DOORS

SCHEDULE OF WINDOWS

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 007

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

6mm annealed glass 6mm annealed glass

BOTTOM LOUVER

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

OPERATION :

LOCATION :

QUANTITY : 4 SETS

SLIDING GLASS WINDOW IN ALUMINUM FRAME

BARRACKS

WITH 6.0mm THICK GLASS AND INSECT SCREEN STELL CASEMENT WINDOW

STELL CASEMENT WINDOW STELL CASEMENT WINDOW

SLIDING GLASS WINDOW IN ALUMINUM FRAME

WITH 6.0mm THICK GLASS AND INSECT SCREEN

W/ ALUMINUM FRAME

MOSQUITO SCREEN

W/ STAINLESS KICK PLATE

AND EMERGENCY PUSH BAR

W/ STAINLESS KICK PLATE

AND PANIC DOOR DEVICE

W/ STAINLESS KICK PLATE

AND PUSH PLATE

W/ AWNING ARM DEVICE

W/ AWNING ARM DEVICE W/ AWNING ARM DEVICE

Emergency Push BarEmergency Push Bar

Schlage Door Lockset Schlage Door LocksetSS- Push Plate

Schlage Door Lockset

Emergency Push Bar

Schlage Door Lockset

200x300

W/ SS- EMERGENCY PUSH BAR W/ SS- EMERGENCY PUSH BAR

DOOR SCHEDULE DIMENSION HARDWARE / ACCESSORIES

D1

IN

OUT

D2

IN

OUT

IN

OUT

D3

IN

OUT

D4

IN

OUT

D5

IN

OUT

2.0m W x 2.10m H

Glass Vision Panel, Concealed Door Closer w/ Hold open function 4pcs-SS ball bearing butterfly hinges each leaf , SS Kick Plate, Emergency Push Bar, Concealed Barrel Bolt (top) at fixed leaf, mortise lock for the opening leaf

1.0m W x 2.10m H Glass Vision Panel, Concealed Door Closer w/ Hold open function 4pcs-SS ball bearing butterfly hinges, SS Kick Plate , Panic device

1.0m W x 2.10m H Concealed Door Closer w/ Hold open function

4pcs-SS ball bearing butterfly hinges, SS Kick Plate, SS Push plate, mortise lock

1.60m W x 2.10m H

Bottom Louver 4pcs-SS ball bearing butterfly hinges each leaf Concealed Barrel Bolt (top) at fixed leaf,Emergency Push Bar, mortise lock for the opening leaf

1.0m W x 2.10m H Bottom Louver 4pcs-SS ball bearing butterfly hinges,Emergency Push Bar

NOTE:

LOCKSETS ARE S-SERIES ENTRANCE LOCK by SCHLAGE WITH MASTER KEY CAPABLE OF OPENING ALL DOOR LOCKS

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CEDOOR SCHEDULES AND ACCESSORIES

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 007-A

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

C:\Documents and Settings\JAMARI\Desktop\basa jpeg\NAVFAC LOGO.jpgE:\ALL FILE\basa jpeg\NAVFAC LOGO.jpgC:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N T S

DOOR SCHEDULES AND ACCESSORIES

A-007-A

SCALE 1:100M

LATRINE FLOOR PLAN

600 600 600 600

SCALE 1:100M

LATRINE LEFT SIDE ELEVATION

SCALE 1:100M

LATRINE RIGHT SIDE ELEVATION

APEX LINE

FINISHED CEILING LINE

FINISHED FLOOR LINE

NATURAL GROUND LINE

A B C

A B C

A

B

D

D

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL CASEMENT WINDOW

WITH 1/4" THK ANNEALED GLASS

SCALE 1:100M

LATRINE FRONT ELEVATION

600600600600600600

36004550 3135

SCALE 1:100M

LATRINE REAR ELEVATION

APEX LINE

FINISHED CEILING LINE

FINISHED FLOOR LINE

GRADED GROUND LINE

STEEL CASEMENT WINDOW

WITH 1/4" THK ANNEALED GLASS

ROOF EXHAUST VENTILATOR(SEE DETAIL)

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

A-008

A-008

A-008

A-008

A-008

15001500

360016001600

64664550

1500 1550 1500 6001800600

3000 3000

1500 15001500

600600600600

965 2400 965 9652400965 300 3004630

12004780

300300

6166 4550

5834 6166

600 600

600 600

25171216

17150 17150

16900

17200

1200 12001200 3693 1200

16900

600 600

9652400965

2400 1530300 300 4630

1200 4780

36939764 3693 36939764

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CELATRINE FLOOR PLAN

LATRINE LEFT SIDE ELEVATION

LATRINE RIGHT SIDE ELEVATION

LATRINE FRONT ELEVATION

LATRINE REAR ELEVATION

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

MALE AND FEMALE LATRINE MAP WASH DRAWING

MALE LATRINE URINAL POSITIONG 11-C-6727

A 008

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

D-05 A-7

D-04 A-7

W-04 A-7

W-04 A-7

W-05 A-7

W-05 A-7

W-03 A-7

W-03 A-7

W-04 A-7

W-04 A-7

W-03 A-7

W-05 A-7

W-05 A-7 W-03

A-7

D-04

450mm reinforced concrete bench

2000 2000 2000 2000

20002000 2000

ELEV. 47.99M

ELEV. 46.85M

ELEV. 44.15M

ELEV. 43.65M

5 15

2000 2000

2000 2000

STAINLESS STEEL

6" X 6" FLR. DRAIN

STAINLESS STEEL

6" X 6" FLR. DRAIN

PAIL-FLUSH TYPE

TOILET BOWL

(ELONGATED WHITE)

PAIL-FLUSH TYPE

TOILET BOWL

(ELONGATED WHITE)

PUSH BUTTON LAV.

FAUCET.

FIXED SHOWER HEAD

STAINLESS STEEL,

INDUSTRIAL-TYPE.

ROOF EXHAUST VENTILATOR(SEE DETAIL)

STEEL DOOR POWDER COAT-FINISH

STEEL CASEMENT WINDOW

WITH 1/4" THK ANNEALED GLASS

CLIP LOCK PREPAINTED ROOF

CEMENT PLASTER & PAINT FINISH

D-05

C:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

N E

W S

W-03 A-7

W-03 A-7

W-04 A-7

W-03 A-7

W-03 A-7

W-03 A-7

W-03 A-7

W-04 A-7

W-03 A-7

W-03 A-7

W-03 A-7

W-03 A-7

600600600600

ELEV. 47.99M

ELEV. 46.85M

ELEV. 44.15M

ELEV. 43.65M

30003000295015001550150015001500

17150

300 300

12001200120012001200

APEX LINE

FINISHED CEILING LINE

FINISHED FLOOR LINE

NATURAL GROUND LINE

SCALE

LATRINE SECTION THRU BB

1:50

SCALE

LATRINE SECTION THRU AA

1:50

A-009

A-009

APEX LINE

FINISHED CEILING LINE

FINISHED FLOOR LINE

NATURAL GROUND LINE

4780 4780

1200 12003693 36939764

SEE TRUSS DETAIL

SEE TRUSS DETAIL

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CELATRINE SECTION THRU AA

LATRINE SECTION THRU BB

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 009

BARRACKS AND LATRINE

N62742-11-C-6727

BASA AIRBASE, FLORIDA BLANCA

PAMPANGA, PHILIPPINES

Note:

For more information about water closet, shower, urinal, lavatory etc..

see LATRINE toilet detail

00 1/2" O

1/2" O

1/2" O

1/2" O

1/2" O

3/4" O

3/4" O

3/4" O

3/4" O

3/4" O

3/4" O

TO 1" O SUPPLY

5 80

FIXED SHOWER HEAD

STAINLESS STEEL,

INDUSTRIAL-TYPE.

SHOWER CONTROL VALVE

300mm X 300mm

WALL GLAZED TILES

PAIL-FLUSH TYPE

TOILET BOWL

(ELONGATED WHITE)

20002000

2000 2000

E:\ALL FILE\basa jpeg\NAVFAC LOGO.jpg

C:\Documents and Settings\User\Desktop\NAVFAC LOGO.jpg

W-03 A-7

W-03 A-7

W-03 A-7

W-03 A-7

W-03 A-7

ELEV. 47.99M

ELEV. 46.85M

ELEV. 44.15M

ELEV. 43.65M

ELEV. 47.99M

ELEV. 46.85M

ELEV. 44.15M

ELEV. 43.65M

SCALE 1:100M

LATRINE REFLECTED CEILING PLAN

A B C

D

16900

4550 6466 5884

A B C D

16900

4550 6466 5884

4799 4799 45824582

4799 4799 45824582

12001200

12001200

0 900

0 900

A-010

18700

A B C D

DS DS DS DS

A B C D

DS DS DS DS

5284 6466 4550

163001200 1200

DS

DS

DS

DS

DS

DS

SCALE 1:100M

LATRINE ROOF FRAMING PLAN

A-010

ROOF EXHAUST VENTILATOR(SEE DETAIL)

LIGHTNING ARRESTER(SEE DETAIL, E-011)

PROJECT NUMBERDATECADD BYREVISIONSCADD BYENGINEERSHEET CONTENTSCLIENTPROJECTThese drawings are documents of

REFERENCE SHEET NO.

DATE

CHECKED

DATE:

DATE ISSUED

VALID UNTIL

PRC NO.

:PLACE

DATE

PTR NO. :

LOCATION :

They are the sole property of and cannot be copied nor reproduced without their written permission.

Designer and the General Contractor.

J A M A R I C O N S T R U C T I O N

SHERYL BRIONES-GO

CONTRACTING OFFICERS AUTHORIZED REPRESENTATIVE

FRANCIS RICHARD A. ENRIQUEZ, CELATRINE ROOF FRAMING PLAN

LATRINE REFLECTED CEILING PLAN

0669387

JANUARY 21, 2013

ZAMBOANGA CITY

061047 04/11/2013 03/17/2016

11-C-6727

A 010

BARRACKS AND LATRINE

N62742-11-C-6727

BASA…