TABLE OF CONTENTS AND HIGHWAYS€¦ · e - 1 lighting layout, notes & legend e - 2 e - 3 structural...

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AUG. 1, 1989DATE :DATE :DATE :DATE : ISSUED ON :

REVISION :PROJECT TITLE : OWNER :

LOCATION :

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Design

GIBMA Engineering ServicesConstruction

E-mail: [email protected]

93 Kalikasan Street Karangalan Village Phase 2A, Dela Paz, Pasig City 1611Tel. No.: 682 7114 Cellphone No.: 0920 9226441

- - Project Management Surveys-

URL: www.gibma.comFax. No.: 682 8467

DESCRIPTION:

PASIG CITYISSUED AT :106-459-911TIN :

.DATE :

DATE :

ADDRESS :JAN. 4, 2017

2321899PERSPECTIVESVICINITY MAPTABLE OF CONTENTS

A - 1RHV

GEN. SANTOS AVE., BICUTAN, TAGUIG CITY, METRO MANILA GEN. SANTOS AVE., BICUTAN, TAGUIG CITY, METRO MANILA

METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC)

1

PERSPECTIVESA

1

N. T. S.

DOST TOWER SIGNAGELAND USE AND ZONING

AND HIGHWAYS

REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS

OFFICIALOFFICE OF THE BUILDING

ARCHITECTURAL

SANITARY

STRUCTURAL

LINE AND GRADE

ELECTRICAL

MECHANICAL

TAGUIG CITY

TABLE OF CONTENTS

SHEET CONTENTSDWG NO

ARCHITECTURAL

A - 1TABLE OF CONTENTS

PERSPECTIVES & VICINITY MAP

SITE DEVELOPMENT PLANA - 2

A - 3 FLOOR PLAN, FRONT & RIGHT SIDE ELEVATIONS

A - 4

GBM

A - 5

PROPOSED COVERED WALKWAY, PARKINGAND DOST NORTH GATE SIGNAGE

DOST NORTH GATE SIGNAGE DOST GROUND SIGNAGE

1

VICINITY MAPA

2

N. T. S.

PLAN, FRONT, LEFT SIDE ELEVATIONS & DETAILS

FLOOR, ROOF PLAN, FRONT ELEVATION & SECTION "A"

A - 6 FLOOR, ROOF PLAN, FRONT & REAR ELEVATIONS

A - 7 LEFT SIDE RIGHT SIDE ELEVATIONS & SECTION "A"

PLAN & TYPICAL DETAILSA - 8

MIRDC COVERED WALKWAY COVERED CAR PARKING COVERED MOTORCYCLEPARKING

SPEED LIMIT SIGN 1 SPEED LIMIT SIGN 2

SLOW DOWN SIGN 2SLOW DOWN SIGN 1

A - 9 FLOOR, ROOF PLAN, RIGHT SIDE & LEFT SIDE ELEVATION

A - 10 FRONT, REAR ELEVATION, SECTION "A" & "B"

S - 1 GENERAL NOTES, MASONRY WALL & TYPICAL SLAB/BEAM DETAILS

S - 2 COMBINE FOOTING PLAN DETAILS & SECTION THRU "A" & "B"

S - 3 FRONT & RIGHT SIDE ELEVATIONS, FOOTING & BASE PLATE DETAILS

S - 4 FOUNDATION, ROOF FRAMING PLAN, FOOTING & BASE PLATE DETAILS

S - 5 FRONT ELEVATION, SECTION "A" & DETAIL 1

S - 6 FOUNDATION & ROOF FRAMING PLAN & DETAILS

S - 7 SECTION "A" & "B"

S - 8 FOUNDATION PLAN & ROOF FRAMING PLAN

S - 9 ELEVATION, TRUSS & STRUT & FOOTING DETAILS

THE GENERICS PHARMACYSCIENCE EDUCATIONINSTITUTE

NDH BASKETBALL COURT

POLYTECHNIC UNIVERSITYOF THE PHILIPPINES TAGUIG

PUP GYMNASIUMBUILDING B

CAYETANO BUILDING

BUILDING A

SERVICE ROAD - BICUTANMETROBANK@EAST

HERMANOS BUILDING 1

BICUTAN EXIT

BICUTAN ENTRANCE

BICUTAN SOUTHENTRANCE BUS

BICUTAN NORTHENTRANCE BUS TERMINAL

GENERAL SANTOS AVE.

GENERAL SANTOS AVE.

GENERAL SANTOS AVE.

SALIKSIK ST.

THE GENERICS PHARMACY

PNR BICUTANSTATION

TERMINAL

STEEL BUILDING

PL ATINUM BUILDING TITANIUM BUILDING

COPPER BUILDING

GOL D BUIL DING

E - 1 LIGHTING LAYOUT, NOTES & LEGEND

E - 2

E - 3

STRUCTURAL

ELECTRICALCOVERED WALKWAY

LIGHTING LAYOUT, NOTES & LEGENDCOVERED CAR PARK

LIGHTING LAYOUT, NOTES & LEGENDCOVERED MOTORCYCLE PARKING

COVERED MOTORCYCLE PARKING


COVERED CAR PARK

COVERED CAR PARK

COVERED WALKWAY

COVERED WALKWAY

NORTH GATE GROUND SIGNAGE

NORTH GATE TOWER SIGNAGE

NORTH GATE TOWER SIGNAGE

NORTH GATE GROUND SIGNAGE

COVERED WALKWAY

COVERED CAR PARK

COVERED CAR PARK

OPEN PARKING



N

PUP TAGUIG

PUP GYMNASIUM

STEEL BUILDING

PLATINUM BUILDINGTITANIUM BUILDING

GOLD BUILDING

COPPER BUILDING

MOTORPOOL

TECHNOLOGYBUSINESS INCUBATOR

(TBI)

ALUMINUMBUILDING

(CANTEEN)

2

SITE DEVELOPMENT PLANA

1

SCALE: 1:800 M.

GROUND SIGNAGESEE DWG. NO. A - 4

TOWER SIGNAGESEE DWG. NO. A - 3

COVERED CAR PARKSEE DWG. NO. A - 6

COVERED MOTORCYCLE& BICYCLE PARKINGSEE DWG. NO. A - 8

COVERED WALKWAYSEE DWG. NO. A - 5

CAR PARKINGSEE DWG. NO. A - 7

20 KPH SIGNSEE DWG. NO. A - 5

SLOW DOWN SIGNSEE DWG. NO. A - 7





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SIGNAGE, COVERED WALKWAY & PARKING

SITE DEVELOPMENT PLAN

3

FRONT ELEVATIONA

2

SCALE: 1:30 M. 3

RIGHT SIDE ELEVATIONA

3

SCALE: 1:30 M.

3

P L A NA

1

SCALE: 1:30 M.

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TOWER SIGNAGE

PLANFRONT ELEVATIONRIGHT SIDE ELEVATION


3

FRONT ELEVATIONA

2

SCALE: 1:30 M.

3

P L A NA

1

SCALE: 1:30 M.

2

LEFT SIDE ELEVATIONA

3

SCALE: 1:30 M.

3

DETAIL - ''A''A

4

SCALE: 1:20 M. 3

DETAIL - ''B''A

5

SCALE: 1:20 M.

3

DETAIL - ''C''A

6

SCALE: 1:20 M.

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GROUND SIGNAGE

PLAN & DETAILSFRONT ELEVATIONLEFT SIDE ELEVATION


5

SECTION ''A''A

3

SCALE: 1:30 M.

5

FLOOR PLANA

1

SCALE: 1:30 M.

5

FRONT ELEVATIONA

2

SCALE: 1:30 M.

1 2A

1

2

A B C

A-

B C

5

ROOF PLANA

4

SCALE: 1:30 M.

1

2

A B C

A-

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COVERED WALKWAY

FLOOR & ROOF PLANFRONT ELEVATIONSECTION "A"


A

1

B C D

A B C D

6

FLOOR PLANA

1

SCALE: 1:75 M.

6

FRONT ELEVATIONA

2

SCALE: 1:75 M.

AA-7

A

1

B C D

6

ROOF PLANA

4

SCALE: 1:75 M.

AA-7

D C B A

6

REAR ELEVATIONA

3

SCALE: 1:75 M.

2 2

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FLOOR P L A N

FRONT ELEVATIONREAR ELEVATIONROOF PLAN


1

7

SECTION "A"S

3

SCALE: 1:50 M.

7


1

SCALE: 1:50 M.

1

1

22

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) LEFT SIDE ELEVATION

RIGHT SIDE ELEVATIONSECTION "A"


7

P L A NA

1

SCALE: 1:75 M.

7

TYPICAL PARKING SIGNAGE DETAILSA

2

SCALE: 1:20 M.7

TYPICAL WHEEL STOPPER DETAILSA

3

SCALE: 1:20 M.

P L A N

ELEVATION SECTION

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P L A NTYPICAL DETAILS


9

FLOOR PLANA

1

SCALE: 1:75 M.

A B C D E F

1

2

A 1 2

9

RIGHT SIDE ELEVATIONA

3

SCALE: 1:75 M.

2 1

9


4

SCALE: 1:75 M.

A B C D E F

1

2

9

ROOF PLANA

2

SCALE: 1:75 M.

B

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) P L A N

ROOF PLANRIGHT ELEVATIONLEFT ELEVATION


A

8

SECTION AA

3

SCALE: 1:75 M.

B C D E F

8

REAR ELEVATIONA

2

SCALE: 1:75 M.

ABCDEF

A

8

FRONT ELEVATIONA

1

SCALE: 1:75 M.

B C D E F

1 2

8

SECTION ''B''A

4

SCALE: 1:75 M.

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FRONT ELEVATION

REAR ELEVATIONSECTION A & B


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2321899 GBM

GENERAL NOTESMASONRY WALLTYPICAL SLAB DETAILTYPICAL BEAM DETAIL

S - 1RHV




1

TYPICAL BEAM DETAILS

3

NOT TO SCALE

L2/4

: 230 MPaDEFORMED BARS Ø12mm AND SMALLER

ENGINEER.

COMPRESSION LAP,mm

640480400

1,2801,000800

TENSION LAP,mm

835625520

BAR SIZE

161210

1,6651,300

3225

WHEREVER POSSIBLE.

UNLESS OTHERWISE STATED.

4. STANDARD PROVISIONS

BE SPLICED AT ONE SECTION.

ENGINEER.

4.2 CONSTRUCTION JOINTS

CONCRETING.

RELEVANT ARCHITECTURAL DRAWINGS AND SPECIFICATION.

DRAWINGS AND RESOLVE DISCREPANCIES, IF ANY, BEFORE

THE CONSTRUCTION WORKS.

ATTENTION OF THE ARCHITECT/ ENGINEER.

ARCHITECT/ ENGINEER FOR HIS APPROVAL.

ENGINEER.

SPECIFICATIONS.

SLABS, SUMP PITS, DRAINS, ETC.

ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH THE

SHORING AND STRUTTING SHALL BE SUBMITTED TO THE ARCHITECT/

CONFORM TO THE LATEST EDITION OF THE RELEVANT CODES:WHERE APPLICABLE, ALL MATERIALS AND WORKMANSHIP SHALL

UNLESS OTHERWISE STATED, A MINIMUM OF 50mm THICK LEANCONCRETE LAYER SHALL BE PROVIDED ON ALL SOIL SURFACES FORMING THE UNDERSIDE OF ANY REINFORCED FOOTINGS, BEAMS,

THE CONTRACTOR SHALL INCORPORATE ALL MECHANICAL, SANITARY

ALL STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH

ANY DISCREPANCIES BETWEEN DRAWINGS SHALL BE BROUGHT TO THE

THE LATEST REVISIONS IN THE DRAWINGS SHALL BE INCORPORATED IN

FOR ALL EXCAVATIONS INCLUDING BUT NOT LIMITED TO FOOTINGS,PITS AND TRENCHES BELOW GROUND LEVEL, CULVERTS AND DRAINPIPE TRENCHES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEDESIGN AND PROVISION OF ADEQUATE SHORING AND STRUTTING TO THE SATISFACTION OF THE ARCHITECT/ ENGINEER. DETAILS OF THE

REQUIREMENTS OF STRUCTURAL AND ARCHITECTURAL DRAWINGS AND

ANY DEVIATIONS IN THE STRUCTURAL WORK DUE TO SERVICES REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE

OPENINGS FOR PIPE OR DUCT WORKS BASED IN THE REQUIREMENTSOF M&E DRAWINGS IN HIS POSSESSION. HE SHALL CHECK THE M&E

AND ELECTRICAL WORKS TO BE EMBEDDED IN THE CONCRETE OR

5. CRITICAL CONSTRUCTION PROCEDURE

CONCRETE.

BEEN CAST.

: 275 MPa

: 3,000 psi: 2,500 psi

: 1,500 psiLEAN OR MASS CONCRETE

AS FOLLOWS:

D. AISC

PARAPET WALLS

C. ACI 318 - 2008

SLAB-ON-GRADE, CATCH BASIN, AREA DRAIN

DEFORMED BARS Ø16mm AND BIGGER

FOOTINGS, FOOTING TIE BEAMS, COLUMNS,SUSPENDED BEAMS AND SLABS, GIRDERS,

CONCRETE SHALL BE AS FOLLOWS:

B. NATIONAL BUILDING CODE OF THE PHILIPPINES

THE MINIMUM YIELD STRENGTH OF STEEL REINFORCEMENT SHALL BE

UNLESS OTHERWISE STATED ON THE DRAWINGS, THE GRADE OF

A. NSCP 2010

3.2.2 STEEL REINFORCEMENT

3.2 MATERIAL STRENGTHS3.2.1 CONCRETE

1.4 INCORPORATION OF M&E REQUIREMENTS IN STRUCTURE

3. MATERIALS AND WORKMANSHIP

3.1 STANDARDS AND SPECIFICATIONS

2.2 LEAN CONCRETE

2. SUBSTRUCTURE WORKS

2.1 EARTHWORKS

1,040

1.3 DRAWINGS

20

BOTTOM BARS AT SUPPORTS. SPLICES SHALL BE STAGGERED

STIFFENERS SHALL BE SPACED AT NOT MORE THAN 5m APART.Ø10 @ 200mm O.C. SPACING OF STIRRUPS/ LATERAL TIES.STIFFENER BEAMS AND COLUMNS REINFORCED WITH 4-Ø16 AND

AT LEAST 7 DAYS AFTER THE ADJACENT CONCRETE PANELS HAVE

ARCHITECTURAL DRAWINGS DURING THE INITIAL CASTING OF THE

BARS THEREFROM SHALL BE PROVIDED AS PER ARCHITECTURAL

(POUR STRIPS) AT APPROPRIATE INTERVALS AS APPROVED BY THEAND WALLS, THE CONTRACTOR SHALL PROVIDE SHRINKAGE JOINTS

A: FOR MASONRY WALLS 3.0m HIGH, USE 150mm X 300mmDRAWINGS, UNLESS OTHERWISE STATED:

R.C. STIFFENERS FOR CONCRETE MASONRY WALLS AND STARTER

4.3 R.C. STIFFENERS FOR CONCRETE MASONRY WALLS

THE LOCATION OF CONSTRUCTION JOINTS AND THE CONCRETECASTING PLAN SHALL BE SUBJECTED TO THE APPROVAL OF THE

TENDER DOCUMENTS, THE FOLLOWING STANDARD PROVISIONS ARE

BENT OR OTHERWISE DAMAGED WHILE THEY ARE EXPOSED.

AT LEAST FOR ONE MONTH SHALL BE PROTECTED WITH 2 COATS OF

COLUMNS SHALL CORRESPOND IN NUMBER AND SIZE TO THE

4.1 STARTER BARS FOR WALLS AND COLUMNS

CONSIDERED PART OF THE CONTRACT AND SHALL BE CARRIED OUT

5.2 CONCRETE IN FLOOR SLABS SHALL BE LAID TO FALLS AS SHOWN IN THE

ARCHITECT/ ENGINEER. THE JOINTS SHALL NOT BE CONCRETED UNTIL

5.1 TO MINIMIZE CRACKING DUE TO SHRINKAGE IN THE LARGE AREA SLABS

CEMENT WASH. THE COATING SHALL BE MAINTAINED PERIODICALLY TO ENSURE PROTECTION TO THE REINFORCEMENT. BARS SHALL NOT BE

REINFORCEMENT IN THE WALL OR COLUMN IN WHICH THEY ARE TO BEEMBEDDED. ALL STARTER BARS FOR WORKS NOT TO BE CARRIED OUT

STARTER BARS FROM THE STRUCTURAL SYSTEM FOR R.C. WALLS AND

REGARDLESS OF WHETHER OR NOT SHOWN IN DRAWINGS AND OTHER

CRANKING OF COLUMN BARS SHOULD NOT EXCEED A SLOPE OF 1 IN 10WHENEVER POSSIBLE. NOT MORE THAN 50% OF COLUMN BARS SHOULD

NO SPLICES SHALL BE MADE AT POINT OF MAXIMUM STRESS, I.E., TOPBARS IN BEAMS AND SLABS SHOULD NOT BE SPLICED AT MIDSPAN AND

3.4 LAPS AND SPLICES (UNLESS OTHERWISE SPECIFIED)

: 40 mm

: 75 mm

: 40 mm: 20 mm

: 20 mm: 70 mm

THE NSCP.

UNLESS OTHERWISE SPECIFIED.

3.2.3 STRUCTURAL STEEL

WALLS

SLABS

THAN:EXPOSED TO WEATHER OR IN CONTACT

FOOTINGS

COLUMNS

WITH EARTH

3.3 WORKMANSHIP

BEAM SOFFIT AND SIDES

ENGINEER.

DRAWINGS.

RELEVANT WORKS.

ARE IN METRIC MEASUREMENT.

ALL NECESSARY BOUNDARY LINES, BUILDING LINES AND CORNER PEGS

STATED IN THE RELEVANT ARCHITECTURAL DRAWINGS SHALL BEBROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/

WITH REFERENCE TO APPROVED BENCH MARKS. ALL LEVELS SHOWNPROPOSED BUILDING FORMATION LEVELS SHALL BE ESTABLISHED

ANY DISCREPANCIES IN THE MEASURED LEVELS AND THE LEVELS

ALL NECESSARY REDUCED LEVELS OF THE EXISTING SITE AND

ALL DISCREPANCIES IN THE DIMENSIONS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO THE ORDERINGOF MATERIAL AND COMMENCEMENT OF CONSTRUCTION OF THE

ALL DIMENSIONS MEASURED ON SITE SHALL BE CHECKED AND CONFIRMED WITH RELEVANT ARCHITECTURAL, STRUCTURAL AND M&E

SHALL BE ESTABLISHED AND APPROVED BY A REGISTERED GEODETIC

1.2 LEVELS

1. GENERAL

1.1 SETTING OUT

CONCRETE COVER TO ALL REINFORCEMENT INCLUDING STIRRUPS(UNLESS OTHERWISE SHOWN ON DRAWINGS), SHALL BE NOT LESS

ALL STRUCTURAL STEEL WORKS SHALL BE CARRIED OUT CONFORMINGTO THE LATEST EDITION OF THE AISC AND RELEVANT PROVISIONS OF

ALL STRUCTURAL STEELWORKS SHALL CONFORM TO GRADE 36 STEEL

1

MASONRY WALLTYPICAL CONNECTION DETAIL OF

S

1

NOT TO SCALE

1

TYPICAL SLAB DETAILS

2

NOT TO SCALEOPENING OR END WALLCORNER WALL

INTERSECTION WALL INTERSECTING R.C. COL. OR WALL

2

COMBINE FOOTING DETAILS

2

SCALE: 1:20 M.

FIN. ROAD LEV.

F.F.L

A

A

FIN. ROAD LEV.

2

FOUNDATION PLANS

1

SCALE: 1:20 M.

2

SECTION THRU "A-A"S

3

SCALE: 1:20 M.

2

SECTION THRU "B-B"S

5

SCALE: 1:10 M.

2

BASE PLATE DETAILS

6

SCALE: 1:10 M.

2

C - 1 P L A NS

4

SCALE: 1:10 M.

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2321899 GBM

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FOUNDATION PLAN, C-1 PLAN

COMBINE FOOTING PLAN & DETAILSSECTION THRU A & BPEDESTAL DETAILS


TO CENTERBEAM TYPE

TOP

LEFT END REBARS

TOP BOTTOM

MIDSPAN REBARS

TOP

RIGHT END REBARS

BOTTOMSPACING OF Ø10 STIRRUPSBEAM

MARKING (B x H)SECTION

BOTTOM

SCHEDULE OF BEAMS

3

SECTION THRU "B-B"S

3SCALE: 1:30 M.

SECTION(B X H) REBARS

MAIN VERT. Ø10 LATERAL TIESLEVEL

COLUMNMARKING

SCHEDULE OF COLUMN

3

SECTION THRU "A-A"S

2SCALE: 1:30 M.

Xmm

FOOTINGDESIGNATION

Ymm

THICKNESSmm ALONG X ALONG Y

NUMBER OF Ø16mm REBARSFOOTING SIZE

SCHEDULE OF FOOTING

B

AA

B

FINISHED ROAD LEVEL FINISHED ROAD LEVEL

F.F.L F.F.L

3

FOUNDATION PLANS

1SCALE: 1:30 M.

FINISHED ROAD LEVEL

F.F.L

3

P L A NS

4

SCALE: 1:20 M.

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FOUNDATION PLAN & DETAILS

SECTION THRU "A" & "B"SCHEDULES OF FOOTING, COLUMN& BEAMS


4

ROOF FRAMING PLANS

2

SCALE: 1:30 M.

1

2

A B C

AS-5

4

FOUNDATION PLANS

1

SCALE: 1:30 M.

1

2

A B C

4

BASE PLATE DETAILS

4

SCALE: 1:10 M.

4

FOOTING DETAILSS

3

SCALE: 1:10 M.

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FOUNDATION PLAN

ROOF FRAMING PLANFOOTING & BASE PLATE DETAILS


5

FRONT ELEVATIONS

1

SCALE: 1:30 M.

A B C

5

SECTION ''A''S

2

SCALE: 1:30 M.

1 2

A-

1 2

5

DETAIL 1S

3

SCALE: 1:30 M.

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FRONT ELEVATION

SECTION "A"DETAIL 1


A

1

B C D

6

FOUNDATION PLANA

1

SCALE: 1:75 M.

BS-7

A

1

B C D

6

ROOF FRAMING PLANA

2

SCALE: 1:75 M.

BS-7

AS-7 A

S-7

2

2

F.G.L.

5

FOOTING DETAILS (F-1)S

3

SCALE: 1:20 M.

5

BASE PLATE DETAILS

4

SCALE: 1:20 M.

7

TYPICAL WHEEL STOPPER DETAILSA

3

SCALE: 1:20 M.

P L A N

ELEVATION SECTION

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METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) FOUNDATION P L A N

ROOF FRAMING PLANFOOTING DETAILSBASE PLATE DETAIL


1

7

SECTION "A"S

1

SCALE: 1:50 M.

1

7

SECTION "B"S

2

SCALE: 1:50 M.

2

SHEET NO. :


GILBERT B. MAGBUTAY

PTR NO. :REG. NO. : 055251



LOCATION :


APPROVED BY :

CHECKED BY :

DATE :

CADD BY :

DESIGNED BY :

Design






DESCRIPTION:


JBNNDATE :

DATE :


2321899 GBM

S - 7RHV



SECTION "A"SECTION "B"


A B C D E F

1

2

8

FOUNDATION PLANS

1

SCALE: 1:75 M.

A B C D E F

1

2

8

ROOF FRAMING PLANS

2

SCALE: 1:75 M.

ST-2

TRU

SS-

1

TRU

SS-

1

TRU

SS-

1

TRU

SS-

1

TRU

SS-

1

TRU

SS-

1

ST-1 ST-1

ST-2ST-1 ST-1

ST-1 ST-1

ST-1 ST-1

ST-3 ST-3 ST-3 ST-3ST-4

SHEET NO. :


GILBERT B. MAGBUTAY

PTR NO. :REG. NO. : 055251



LOCATION :


APPROVED BY :

CHECKED BY :

DATE :

CADD BY :

DESIGNED BY :


Construction





DESCRIPTION:


DATE :

DATE :


2321899

S - 8 BAS

GBM



FOUNDATION PLANROOF FRAMING PLAN


JBNN

9

ELEVATIONS

1

SCALE: 1:75 M.

1 2

BASE PLATE (BP-1)PEDESTAL PLAN (P-1)

9

FOOTING DETAIL ( F-1 )S

7

SCALE: 1:20 M.

F.G.L.

SECTION

P L A N

1 4

9

TRUSS - 1 DETAILS

2

SCALE: 1:30 M.

GRID GRID

9

STRUT ( ST-1 )S

3

SCALE: 1:30 M.

GRID GRID

9

STRUT ( ST-2 )S

4

SCALE: 1:30 M.

GRID GRID

9

STRUT ( ST-3 )S

5

SCALE: 1:30 M.

GRID GRID

9

STRUT ( ST-4 )S

6

SCALE: 1:30 M.

SHEET NO. :


GILBERT B. MAGBUTAY

PTR NO. :REG. NO. : 055251



LOCATION :


APPROVED BY :

CHECKED BY :

DATE :

CADD BY :

DESIGNED BY :


Construction





DESCRIPTION:


DATE :

DATE :


2321899

S - 9 BAS

GBM


METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) ELEVATION

TRUSS DETAIL - 1STRUT- 1, 2, 3 & 4FOOTING DETAIL


JBNN

1

LIGHTING LAYOUTE

1

SCALE: 1:30 M.

1

2

A B C

1

PARTIAL LIGHTING LAYOUTE

1

SCALE: 1:30 M.

SHEET NO. :


LOCATION :


APPROVED BY :

CHECKED BY :

DATE :

CADD BY :

DESIGNED BY :


Construction





DESCRIPTION: .DATE :

DATE :

ADDRESS :

PTR NO. :REG. NO. :

DATE :DATE :DATE :DATE : ISSUED ON :

ISSUED AT :TIN :

PROFESSIONAL ELECTRICAL ENGINEER :

AMADOR L. CRUZ

0002267

10 - 03 - 88

138-735-734 MARIKINA CITY

6669191

JAN. 3, 2017

ALC / GBM

E - 1RHV



LIGHTING LAYOUTNOTES & LEGEND


LEGEND

A B C D

1

LIGHTING LAYOUTE

1

SCALE: 1:75 M.

1

2

SHEET NO. :


LOCATION :


APPROVED BY :

CHECKED BY :

DATE :

CADD BY :

DESIGNED BY :

Design







DATE :

ADDRESS :

PTR NO. :REG. NO. :


ISSUED AT :TIN :


AMADOR L. CRUZ

0002267

10 - 03 - 88


6669191

JAN. 3, 2017

ALC / GBM

E - 2RHV


METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) LIGHTING LAYOUT

NOTES & LEGEND


LEGEND

A B C D E F

1

2

1

LIGHTING LAYOUTE

1

SCALE: 1:75 M.

SHEET NO. :


LOCATION :


APPROVED BY :

CHECKED BY :

DATE :

CADD BY :

DESIGNED BY :

Design







DATE :

ADDRESS :

PTR NO. :REG. NO. :


ISSUED AT :TIN :


AMADOR L. CRUZ

0002267

10 - 03 - 88


6669191

JAN. 3, 2017

ALC / GBM

E - 3RHV


METAL INDUSTRY RESEARCH ANDDEVELOPMENT CENTER (MIRDC) LIGHTING LAYOUT

NOTES & LEGEND


LEGEND

TABLE OF CONTENTS AND HIGHWAYS€¦ · e - 1 lighting layout, notes & legend e - 2 e - 3 structural...

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