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P E R S P E C T I V E V I E WSCALE: NOT TO SCALE

I N D E X O F S H E E T S

ARCHITECTURALA1 - PERSPECTIVE VIEW, SUMMARY OF QUANTITIES

INDEX OF SHEETS, SITE DEVELOPMENT PLAN,VICINITY MAP

A2 - GROUND FLOOR PLANSECOND TO FOURTH FLOOR PLAN

A3 - ROOF PLAN, REAR ELEVATION, FRONT ELEVATIONA4 - SCHEDULE OF DOORS & WINDOWS,

CROSS-SECTIONA5 - RIGHT SIDE ELEVATION, LEFT SIDE ELEVATIONA6 - LONGITUDINAL SECTION, BLOW UP PLAN AT

STAGE FRONT ELEVATION AT STAGE, SECTIONA7 - ICONIC DESIGN ELEVATION, CURB PRATT TRUSS

DETAIL, HAND RAIL DETAIL, BLOW UP DETAIL,TAPERED COLUMN DETAIL

A8 - BLOW UP PLAN AT STAIRS, NOSING DETAIL, CRASHDETAIL, STAIR DETAIL

A9 - CR DETAIL AT GROUND FLOOR (PWD),CR DETAIL AT GROUND FLOOR (SHE),CR DETAIL AT GROUND FLOOR (HE),SECTION A-A, SECTION B-B, SECTION C-C, SECTIOND-D,SECTION E-E, SECTION F-F

A10 - BLOW UP DETAILSA11 - BLOW UP PLANS OF STAIRS @ GROUND FLOOR,

SECOND TO FOURTH FLOOR, (FIRE EXIT), DETAIL SECTION OF STAIRS, SPOT DETAIL (CRASH RAILING)SPOT DETAIL 'A-A' SPOT DETAIL 'B-B', HANDRAIL DETAIL, CROSS SECTION

STRUCTURALS1 - GENERAL CONSTRUCTION NOTESS2 - STRUCTURAL SPECIFICATIONS3 - FOUNDATION PLAN, MAT FOOTING, SECOND FLOOR

FRAMING PLANS4 - THIRD FLOOR FRAMING PLAN, FOURTH FLOOR

FRAMING PLANS5 - ROOF FRAMING PLAN, ROOF BEAM FRAMING PLANS6 - SCHEDULE OF SLAB, TYPICAL SLAB ELEVATION,

TRANSVERSE BEAM, REINFORCEMENT DETAIL,TYPICAL ARRANGEMENT OF LONGITUDINALREINFORCEMENT, STAIR DETAILS,

S7 - ELEVATION OF COLUMN, SECTION - 1, SCHEDULE OFBEAMS, TYPICAL TRUSS ANCHORAGE DETAIL, MATFOOTING SECTION DETAIL, SCHEDULE OF COLUMNS

S8 - SPOT DETAIL OF PARAPPET AND TRUSS DETAIL,SCHEDULE OF SLAB REINFORCEMENT, C2F1 DETAIL,CONCRETE SUNBREAKER DETAIL, DETAIL OF T - 1,DETAL OF T - 2, DETAIL OF T - 3

S9 - DETAIL OF LT - 1, DETAIL HT - 1 TO HT - 5, DETAILG 1 - 3, PARAPPET AND TRUSS DETAIL

S10 - DETAIL / ELEVATION OF RAMP, PLAN OF RAMP,SPOT DETAIL 'A - A' SPOT DETAIL 'B - B'

ELECTRICALE1 - GENERAL NOTES, RISER DIAGRAM, SCHEDULE OF PANELBOARDE2 - GROUND FLOOR & TYPICAL 2ND TO 4TH FLOOR LIGHTING LAYOUTE3 - GROUND FLOOR & TYPICAL 2ND TO 4TH FLOOR POWER LAYOUT

PLUMBINGP1 - GROUND FLOOR & TYPICAL 2ND TO 4TH FLOOR

SEWER LINE LAYOUTP2 - GROUND FLOOR & TYPICAL 2ND TO 4TH FLOOR WATER LINE LAYOUTP3 - GROUND FLOOR & TYPICAL 2ND TO 4TH FLOOR STORM DRAINAGE LAYOUTP4 - GENERAL NOTES, LEGENDS,CATCH BASIN DETAILS, AND SEPTIC TANK DETAILS

SUMMARY OF QUANTITIES

V I C I N I T Y M A P S I T E D E V E L O P M E N T P L A N

SITE

SHO

E AV

E.

FLOR

ENC

I O PA

Z

E. JACINTO

SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES

NATIONAL CAPITAL REGION

FIRST METRO MANILA ENGINEERING DISTRICT

WEST BANK ROAD, MANGGAHAN FLOODWAY

ROSARIO, PASIG CITY

PERSPECTIVE VIEW, INDEX OF SHEETS,SUMMARY OF QUANTITIES, SITE

DEVELOPMENT PLAN, VICINITY MAPLUISITO C. PONCIANO

OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III

EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER

ROBERTO S. NICOLASDISTRICT ENGINEER

REYNALDO G. TAGUDANDOREGIONAL DIRECTOR

SET NO.:

A - 1

CONCURRED BY:

DANILO M. MARCIALSPECIAL PROJECT ENGINEER

PAGCOR

CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL

BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY

PREPARED BY:

DRAWN BY:JERWIN ANDES

DATA ENCODER I

MANUEL Y. MADRIDENGINEER II

281

CONSTRUCTION OF (4) FOUR STOREY (20)TWENTY CLASSROOM SCHOOL BUILDINGSTA. ELENA HIGH SCHOOL, MARIKINA CITY

LEGEND :

EXISTING BUILDING





ROSARIO, PASIG CITY

LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION

ENGINEER III



SET NO.:

A - 10CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL


PREPARED BY:

DRAWN BY:CHARLES MARIN

DATA ENCODER I


BLOW UP DETAILS

BLOW UP DET.AA10

BLOW UP DET.AC10

BLOW UP DET.AB10

2810

CONCURRED BY:


PAGCOR


UP

LAN

DIN

G

2 3 4

CORRIDOR

CLASSROOMS

K12345

UP

FF1-

- -

DN

UP

CORRIDOR

CLASSROOMS

2 3 4

K

FF1-

- -

SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PROJECT/LOCATION:

BLOW UP PLAN OF STAIRS GROUNDFLOOR, 2ND TO 4TH FLOOR ( FIRE EXIT ),

DETAIL SECTION OF STAIRS, SPOT DETAIL (CRASH RAILING ), SPOT DETAIL A - A, B- B,

HANDRAIL DETAIL, CROSS SECTIONLUISITO C. PONCIANO





SET NO.:

A - 11

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I


2811

REPUBLIC OF THE PHILIPPINES




ROSARIO, PASIG CITY

AA

BLOW UP PLAN OF STAIRS @ GROUND FLOOR (FIRE EXIT)SCALE: 1:75m11

IA

BLOW UP PLAN OF STAIRS @ 2ND FLOOR TO 4TH FLOOR (FIRE EXIT)SCALE: 1:75m11

BA

DETAIL SECTION OF STAIRSSCALE: 1:20m11

A 11C

LANDING (F.F.L.)

HA

C R A S H R A I L I N G D E T A I LSCALE: 1:20m11

A 11-

A 11A

EA

S P O T D E T A I L ' A - A 'SCALE: 1:20m11

GA

SPOT DETAIL (CRASH RAILING)SCALE: 1:5m11

FA

S P O T D E T A I L ' B - B 'SCALE: 1:5m11

A 11B

DA

H A N D R A I L D E T A I LSCALE: 1:20m11

CA

C R O S S S E C T I O NSCALE: 1:20m11

NATURAL GROUND LVL

FINISH GROUND LVLGROUND FLOORCORRIDOR

SECOND FLOORCORRIDOR

THIRD FLOORCORRIDOR

FOURTH FLOORCORRIDOR

A 11H

A 11D

A 11B

LANDING

LANDING

LANDING

SECOND FLOOR LVL

THIRD FLOOR LVL

FOURTH FLOOR LVL.

1. WELDS SHALL ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STREGTH AT THE

END OF TWENTY EIGHT (28) DAYS W/ CORRESPONDING MAXIMUM SIZE AGGREGATE &

SLUMPS AS FOLLOWS.

LOCATION 28 DAYS STRENGTH MAX. SIZE OF MAX. SLUMP

AGGREGATE

ALL OTHER INCLUDING

SUSPENDED SLABS 4000 PSI (27.6 Mpa) 20mm 100mm

COLUMNS 4000 PSI (27.6 Mpa) 20mm 100mm

BEAMS, SLABS 4000 PSI (27.6 Mpa) 20mm 100mm

SLAB ON GRADE 4000 PSI (27.6 Mpa) 20mm 100m

2. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.

SUSPENDED SLABS--------------------------------------------------------------20mm

SLAB ON GRADE-----------------------------------------------------------------40mm

WALLS ABOVE GRADE----------------------------------------------------------25mm

BEAM STRIRRUPS & COLUMN TIES-----------------------------------------40mm

WHERE CONCRETE IS EXPOSE TO

EARTH BUT POURED AGAINST FORMS-------------------------------------50mm

WHERE CONCRETE IS DEPOSITED.

DIRECTLY AGAINST EARTH----------------------------------------------------75mm

3. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGRATION,

RE-HANDLING OR FLOWING PLACING SHALL BE DONE PREFERABLY WITH BUGGIES,

BUCKETS OR WHEELBARROWS, NO CHUTES WILL BE ALLOWED EXEPT TO TRANSFER

CONCRETE FROM HOPPERS TO BUGGIES, WHEEL BARROWS OR BUCKETS IN WHICH

CASE THEY SHALL NOT EXCEED SIX (6) METERS IN AGGREGATE LEGTH.

4. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF

VIBRATORS UNLESS AUTHORIZE IN WRITING BY THE DESIGNER AND ONLY FOR

UNUSUAL CONDITIONS WHERE VIBRATIONS IS EXTREMELY DIFFICULT TO ACCOMPLISH.

5. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PRPERLY POSITIONED

& SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.

6. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMM OF SEVEN CONSECUTIVE

DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP FOG SPRAYING,

CURING COMPOUNDS OR OTHER APPROVED METHODS.

GENERAL NOTES

NOTES ON CONCRETE MIXES & PLACING

7. STRIPPING OF FORMS AND SHORES:

FOUNDATION-------------------------------------------------------------------24hrs.

SUSPENDED SLAB EXEPT WHEN

ADDITIONAL LOADS ARE IIMPOSED--------------------------------------8DAYS

WALLS----------------------------------------------------------------------------21 DAYS

BEAMS---------------------------------------------------------------------------14 DAYS

COLUMNS-----------------------------------------------------------------------21 DAYS

8. THE CONTRACTOR SHALL SUBMIT THE SCHEDULE OF POURING AND THE

LOCATION OF THE CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER

AT LEAST (4) DAYS PRIOR TO THE POURING FOR APPROVAL.

9. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ADEQUATE FORMS

SHORINGS UNTIL THE CONCRETE MEMBERS HAVE ATTAINED THEIR

WORKING CONDITION AND STRENGTH.

NOTES OF FOOTINGS.

1. FOOTINGARE DESIGNER FOR AN ALLOWABLE SOIL BEARING PRESSURE

OF 95.708 Kpa ( 2000 psf ). CONTRACTOR SHALL REPORT TO THE

ENGINEER, IN WRITING, SOIL CONDITIONS, UNCOVERED AND CONFIRM

ACTUAL BEARING CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE.

2. FOOTING SHALL REST AT LEAST 1500mm BELOW NATURAL GRADE LINE

UNLESS OTHERWISE INDICATE IN PLANS. NO. OF FOOTING SHALL REST N

FILL.

3. MINIMUM CNCRETE PROTECTION FOR REINFORCEMENTS SHALL BE

75mm CLEAR DEPOSITED AGAINST A FORMWORK.

L 1/3 L 1/4 L 2/4 L 3/4 L 3/3 L 2/3 L 1/3

L 1/3 L 1/3 L 1/3

L1

L 1/3 L 1/3 L 1/3 L 1/3 L 1/3 L 1/3

L2 L3 L4

0.20 MIN. 0.15 MIN. 0.15 MIN. EDGE BARS

2 BARS

1. UNLESS OTHERWISE NOTED IN PLANS, THE YIELD STRENGTH OF REINFORCING BARS

SHALL BE:

A. FOOTINGS, FOOTING BEAMS AND GIRDERS-----------------fy = 414 Mpa ( 60,000 psi )

B. COLUMNS AND SHEAR WALLS---------------------------------fy = 414 Mpa ( 60,000 psi )

C. BEAMS AND GIRDER--------------------------------------------fy = 414 Mpa ( 60,000 psi )

D. NON- LOAD BEARING WALL PARTITIONS, BEDDED SLABS, FLOOR & ROOF SLABS,

PARAPETS, CATCH BASIN, SIDE WALK----------------------fy = 227.5 Mpa ( 33,000 psi )

2. ALL REINFORCING BARS SIZE 10mm OR BIGGER SHALL BE DEFORMD IN

ACCORDANCE W/ ASTM A 706, BARS.

3. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN

ACCORDANCE W/ TABLE A & TABLE B ( TABLE OF LAP SPLICE & ANCHORAGE

LENGTH ) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL BE

STAGGERED WHENEVER POSSIBLE.

NOTES ON REINFORCEMENT

1. ALL SLAB REINFORCEMENTS SHALL BE 20mm CLEAR MINIMUM FROM

BOTTOM AND FROM THE TOP OF SLAB.

2. UNLESS OTHERWISE DETAILED IN CONTINOUS SLAB HAVING SAME

REINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING BRS SHALL

BE BENT UP, OR CUT AS FOLLOWS.

NOTES ON CONCRETE SLABS

TYPICAL BAR BENDING AND CUTTING DETAILS FOR SLABS

3. IF SLABS ARE REINFORCED BOTHWAYS BARS ALONG THE SHORTER SPAN SHALL BE

PLACED BELOW THOSE ALONG THE LONG SPAN AT THE CENTER AND OVER THE LONGER

SPAN FOR REINFORCING BARS NEAR THE SUPPORTS, THE SPACING OF THE BARS AT THE

COLUMN STRIPS SHALL BE APPROXIMATELY ONE AND A HALF (1 1/2) SLAB THICKNESS

OR 45 CENTIMETERS.

4. TEMPERATURE BARS FOR SLABS SHALL BE GENERALY PLACED NEAR THE FACE IN

TENSION AND SHALL NOT BE LESS THAN 0.0025 BT. ( SEE SCHEDULE BELOW )

SCHEDULE OF MINIMUM SLAB REINFORCEMENT

THICKNESS

100 mm

125 mm

150 mm

175 mm

200 mm

MINIMUM TEMPERATURE BARS

100 mm 300mm EACH WAY





5. UNLESS OTHERWISE NOTED IN THE PLANS ALL BEDDED SLABS SHALL BE REINFORCED

WITH 10mm O AT 250mm O.C EACH WAY TO CENTER OF SLAB AND. CONSTRUCTION

JOINTS FOR SAME SHALL NOT BE LESS THAN 3.65 METER APART.

6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB (TWO ADJACENT

DISCONTINUOUS EDGES) AS SHOWN BELOW.

7. CONCRETE SLAB REINFORCEMENTS SHALL BE PROPERLY SUPPORTED WITH 10mm O

STEEL CHAIR OR APPROVED EQUIVALENT SPACED AT 1.0 METER ON CENTER

BOTHWAYS.

6

0

0

6

0

0

6

0

0

DOWN INTO EDGE BEAM EXTENDED 4-

12 @ 1800 LONG TOP BARS BEND BARS

MIN. OF 1,200 (4' - 0") INTO BARS.

4- 12

BOTT. BARS

NOTES ON COLUMNS

1. PROVIDE EXTRA SET OF TIES AT 100mm O.C FOR TIED

COLUMN REINFORCEMENT ABOVE AND BELOW

BEAM- COLUMN CONNECTIONS FOR A DISTANCE FROM

FACE OF CONNECTION EQUAL TO GREATER OF THE

OVERALL THICKNESS OF COLUMN, 1/6 THE CLEAR

HEIGHT OF COLUMN OR 450mm.

2. COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY

A COVERING OF CONCRETE CAST MONOLITHICALLY

WITH THE CORE WITH THE MINIMUM SIZE OF COARSE

AGGREGATES IN MILLIMETERS.

3. WHERE COLUMN CHANGE IN SIZE, VERTICAL

REINFORCEMENTS SHALL BE OFFSETAT A SLOPE OF

NOT MORE THAN 1 IN 6 AND EXTRA 10mm AT 100mm

SHALL BE PROVIDED THRU OUT THE OFFSET REGION.

4. UNLESS OTHERWISE INDICATED IN THE PLANS, LAP

SPLICES FOR COLUMN REINFORCEMENT SHALL BE

MADE WITH THE CENTER HALF OF COLUMN HEIGHT.

AND THE SPLICE LENGTH SHALL NOT BE LESS THAN 40

BAR DIAMETERS. WELDING OR APPROVED

MECHANICAL DEVICES MAY BE USED PROVIDED THAT

NOT MORE THAN ALTERNATE BARS ARE WELDED OR

MECHANICALLY SPLICED AT ANY LEVEL AND THE

VERTICAL DISTANCES BETWEEN THESE WELDS OR

SPLICES OF ADJACENT BARS IS NOT LESS THAN 600mm.

SLAB

OPENING

400

400

1- 12 TOP

& BOTT. &

BARS

12 X 1000 LONG

AT MID- DEPTH

OF SLAB AT EACH

CORNER

38 mm

CLEAR

IN TWO WAY SLAB EXTENDED

BARS UP TO BEAM SUPPORT

OMIT TRIMMER BARS WHERE

OPENING IS FRAMED BY BEAM

TYPICAL CORNER SLAB DETAIL

TYPICAL SLAB OPENING DET.

NOTES ON BEAMS AND GIRDERS

1. UNLESS, OTHERWISE NOTED IN PLANS, CAMBER ALL BEAMS AND GIRDER ATLEAST

6mm.S, FOR EVERY 4.50M SPAN , EXEPT CANTILEVERS FOR WHICH THE

CAMBER SHALL BE AS NOTED IN PLANS OR AS ORDERED BY THE ENGINEER BUT IN

NO CASE LESS THAN 20mm FOR EVERY 3.0M OF FREE SPAN.

2. TYPICAL BARS BENDING AND CUTTING DETAILS FOR BEAMS SHALL BE AS SHOWN

IN FIG. B-1.

L1

L1/3L1/3

L2

L1/4L1/4

L2

L1/5L1/3

SEE TABLE "A" FOR

LENGTH OF EMBEDMENT

SEE TABLE "A"

FOR LENGTH OF

EMBEDMENT

SEE TABLE "A" FOR

LENGTH OF LAPPED

SPLICE

15 MIN. ( WHEN COUNTED

FOR COMPRESSIION

EXTEND 20 DIA. BEYOND

DEPOSIT FACE SUPPORT

15 MIN.

EXTERIOR

COLUMN

SUPPORT

INTERIOR

COLUMN

SUPPORT

INTERIOR

COLUMN

SUPPORT

EXTERIOR

COLUMN

SUPPORT

20 BAR DIA.

LAPPED SPLICE ON

COMPRESSION BARS

TABLE "A"

BAR SIZE

(DEFORMED)

10 mm

12 mm

16 mm

20 mm

25 mm

TENSION BARS

EMBEDMENT LENGTHS AND LAPPED

SPLICED IN MILLIMETERS

TABLE "B"

TENSION BARS

EMBEDMENT LENGTHS AND LAPPED

SPLICED IN MILLIMETERS

3. IF THE BEAM REINFORCING BARS END IN

A WAL, TH CLEAR DISTANCE FROM THE

BAR TO THE FARTHER FACE OF THE

WALL NOT BE LESS THAN 25mm.

EMBEDMENT LENGHT SHALL BE AS

SHOWN IN A TABLE "A" FOR TENSION

BARS AND TABLE "B" FOR

COMPRESSION BARS WITH A DISTANCE

TWICE THE MEMBER DEPTH FROM THE

FACE OF THE COLUMN. AT LEAST TWO

STRRUPS SHALL BE PROIVIDED AT ALL

SPLICES.

4. IF THERE ARE TWO OR MORE LAYERS

OF REINFORCING BARS, USE 25mm Ø

BAR SEPARATORS SPACED AT 1.0M ON

CENTER, IN NO CASE SHALL THERE BE

LESS THANTWO (2) SEPARATORS

BETWEEN TWO LAYERS OF BARS.

5. MINIMUM CONCRETE PROTECTION FOR

REINFORCING BARS, USE 25mm Ø BAR

SEPARATORS BETWEEN TWO

LAYERS OF BARS.

6. WHEN A BEAM CROSSES A

GIRDER, REST BEAM ON TOP OF

GIRDER BARS, BEAM

REINFORCING BAR SHALL BE

SYMMETRICAL ABOUT CENTER

LINE WHENEVER POSSIBLE.

7. GENERALLY NO SPLICES SHALL BE

PERMITTED AT POINTS WHERE

CRITICAL BENDING STRESSES

OCCUR, SPLICES WHERE SO

PERMITTED SHALL BE INDICATED

IN THE TABLE "S" "B" WELDED

SPLICES SHALL DEVELOP IN A

TENSION AT LEAST 125% OF

SPECIFIED YIELD STRENGTH OF

THE BAR, NOT MORE THAN 50%

OF THE BARS AT ANY ONE

SECTION IS ALLOWED TO BE

SPLICED THEREIN.

D

CO

NF. REIN

F.

CO

NF.

REIN

F.

CO

NF.

REIN

F.

CO

NF. REIN

F.

PER

SCH

ED

ULE

JO

IN

T REIN

F.

D

CO

LU

MN

TIES AS

D

JO

IN

T REIN

F.

D

JOINT HOOP SPACE @ "25" WHEN

THERE ARE BEAMS HAVING WIDTH OF

AT LEAST ONE HALF THE COLUMN

WIDTH & DEPTHS NOT LESS THAN

THREE QUARTERS OF THE DEEPEST

BEAM THAT FRAME INTO FOUR SIDES

OF THE COLUMN. ALL OTHER

CONDITIONS USE HOOPS @ "5"

CENTERS.

H

350m

m. M

AX

H

CROSS TIE

1

0

d

M

I

N

.

WITH

IN

CEN

TER

HALF O

F "H

"

JO

IN

T REIN

F.

LAP SPLICE LENGTH:

AT ANY LEVEL NO MORE THAN

ALTERNATE BARS SHOULD BE

SPLICED. MIN. DISTANCE BET. TWO

ADJACENT BARS SPLICES SHALL BE

600mm

TOP BARS @ SUPPORT (CONT.)

REQ.D BOTT. BARS @ SUPPORT

L/4

20SPLICE

TYP. DETAIL OF COL. LAP SPLICE &

EXT. GIRDER TO COOL. CONNECT.

TYPICAL COLUMN

ELEV. SHOWING

DOWELS AND

TIES SPACING.

b

WEB BARS

SEE NOTE

0.025M

SEPARATOR

ht

SEE NOTE

SEE

NOTE

NOTE 1

20mm CLEAR FOR JOIST

40mm CLEAR FOR BEAMS

AND GIRDERS

FIG. B-2

D

t

t O

R 1/4 D

SLEEVES FOR

UTILITY PIPES

MAX. 1/5 D

PROVIDE 3- 10

EXTRA STIRR. EACH

SIDE OF SLEEVES

TYP. DET. SLEEVES THRU. CONCRETE BEAM

FIG. B-3

300

300

300

400

600

300

300

400

550

800

300

300

300

350

550

300

300

400

500

750

750

950

1000

850

650

850

850

850

225

275

350

450

550

625

700

300

300

400

500

625

675

775

200

250

325

475

550

625

700

300

300

400

500

625

675

775

28 mm

32 mm

fe'= 20.7 MPa,(3000psi)

EMBEDMENTLAPPED

fe'=27.6 MPa,(4000psi)

EMBEDMENTLAPPED

BAR SIZE

(DEFORMED)

fe'= 20.7 MPa,(3000psi)

EMBEDMENTLAPPED

fe'=27.6 MPa,(4000psi)

EMBEDMENTLAPPED

10 mm

12 mm

16 mm

20 mm

25 mm

28 mm

32 mm

GENERAL CONSTRUCTION NOTES

1. GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS SHALL BE APPLIED TO ALL DRAWINGS

UNLESS OTHERWISE SHOWN OR NOTED

2. FOR SIMILAR CONDITIONS MODIFY TYPICAL DETAILS AS REQUIRED TO MEET SPECIAL

CONDITIONS.

3. THE CONTRACTOR SHALL EXAMINE THE DRAWING AND SHALL NOTIFY THE ENGINEER /

ARCHITECTS OF ANY DESCRIPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK OR

DURING THE CONSTRUCTION

4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND

BRACING OF THE STRUCTURE FOR ALL LOADS THAT MAY BE IMPOSED DURING THE

CONSTRUCTION.

5. ALL MATERIAL AND WORKSMASHIP SHALL CONFORM WITH THE LATEST APPLICABLE STANDARDS

OR SPECIFICATIONS ALL WORKS SHALL CONFORM WITH THE BEST PRACTICE PREVAILING IN THE

VARIOUS TRADES.

6. INSPECTION - ALL WORKSMANSHIP AND CONSTRUCTIONS SHALL BE SUBJECT TO INSPECTION

EXAMINATION AND TESTING BY ENGINEER / ARCHITECT. THE ENGINEER / ARCHITECT SHALL HAVE

THE RIGHT TO REJECT DEFECTIVE MATERIALS AND WORKSMANSHIP OR REQUIRE ITS

CORRECTIONS.

7. UNLESS SPECIFICALLY DETAILED ELSEWHERE SHALL FOLLOW TYPICAL DETAILS AS SHOWN IN

THIS DRAWINGS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK AMING THE

VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF

ALL WORKS WITHIN THE AVAILABLE SPACE.

9. DO NOT SCALE DRAWINGS, CALLED OUT DIMENSIONS AND STANDARD CODE REQUIREMENTS

SHALL GOVERN OVER UNSCALED DRAWINGS.

10. SPECIAL NOTE: DIMENSIONS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE

COORDINATED WITH THE ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS SHALL BE

USED TO DEFINE DETAIL CONFIGURATIONS, ELEVATIONS, OPENINGS, JOINTS, SLOPES ETC.

11. THE CONTRACTOR IS GIVEN THE OPTION TO UTILZE ALTERNATIVE METHODS OF DESIGN AND

ALTERNATIVE METHOD OF CONSTRUCTION AS DEEMED SUITABLE PROVIDED THAT SUCH OPTION

IS IN CONFORMANCE TI THE DESIGN CONCEPT OF THE PROJECT AND IN ACCOMPLIANCE WITH THE

INFORMATION GIVEN IN THE CONTRACT DOCUMENTS

SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES




ROSARIO, PASIG CITY

GENERAL CONSTRUCTIONNOTES

DESIGNED BY:

DRAWN BY: CHARLES MARINDATA ENCODER I



ENGINEER III




SET NO.:

S - 1CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL


"THE CONSULTANT, ENGR. ROMEO D. ROBLES , SHALL BE HELD FULLY RESPONSIBLE FORFAILURE OF THE FACILITY DUE TO FAULTY DESIGN EXCEPT FOR THE CHANGES MADEWITHOUT THE CONFORMITY OF THE CONSULTANTS."

ENGR. ROMEO D. ROBLES msce, m.asepSTRUCTURAL ENGINEER

12 28

STRUCTURAL SPECIFICATIONS

NOTES ON CONCRETE HOLLOW BLOCKS WALL

1. UNLESS OTHERWISE SHOWN IN PLANS ALL CONCRETE BLOCKS AND CERAMIC BLOCKS SHALL BE

REINFORCED AS SHOWN IN THE SCHEDULE OF CONCRETE HOLLOW BLOCKS AND CERAMIC BLOCK

REINFORCEMENT.

2. PROVIDE 150mm x 300mm STIFFENER COLUMN REINFORCED WITH 4-12mm WITH 6mm TIES AT

150mm ON CENTER WHERE CONCRETE HOLLOW BLOCK TERMINATES AND AT VERY 3.0M LENGTH OF

CONCRETE HOLLOW BLOCK WALLS UNLESS NOTED IN STRUCTURAL PLANS.

SCHEDULE OF CONCRETE HOLLOW BLOCK AND CERAMIC BLOCK REINFORCEMENT

BLOCK THICKNESS

HORIZONTAL VERTICAL

NOTESREINFORCEMENT

10 mm @ 600mm O.C.75 mm

125 mm

150 mm

200 mm

10 mm @ 600mm O.C.

10 mm @ 600mm O.C.

12 mm @ 600mm O.C.

10 mm @ 600mm O.C.

10 mm @ 600mm O.C.

10 mm @ 600mm O.C.

12 mm @ 600mm O.C.

A. MINIMUM LAPS AT SLICE = 0.25

B. PROVIDE RIGHT ANGLED REINFORCEMENT

AT CORNERS 0.92M LONG

C. WHERE CHB OR CER. BLK. WALL DOWELS

JOIN COL. R.C. BEAMS AND WALL DOWELS

WITH THE SAME SIZE AS VERT. OR HOR.

REINFORCEMENTS SHALL BE PROVIDED.

REINFORCING CONCRETE LINTEL BEAM IN CONCRETE BLOCK WALLS

LINTELS IN BLOCK WALLS

CLEAR

SPAN

("L")

TOTAL

LENGTH

(L+0.40M)

MIN

fc'

(MPa)

HEIGTH OF

LINTEL

(MM)

1.20 M

1.50 M

1.80 M

2.10 M

2.40 M

2.70 M

3.00 M

3.30 M

3.60M

1.60M

1.90 M

2.20 M

2.50 M

2.90 M

3.10 M

3.40 M

3.70 M

4.00M

14.0

17.0

20.0

200

200

200

250

250

250

300

300

300

1- 10

1- 10

1- 12

1- 12

1- 12

1- 16

1- 16

1- 16

1- 20

BOTTOM TOP STIRRUPS

1- 10

1- 10

1- 10

1- 10

1- 10

1- 12

1- 12

1- 12

1- 12

6mm @ 200 mm

6mm @ 200 mm

6mm @ 200 mm

6mm @ 200 mm

6mm @ 200 mm

10mm @ 200 mm

10mm @ 200 mm

10mm @ 200 mm

10mm @ 200 mm

R E I N F O C E M E N T

OPENING

12 THK. EXPANSION JOINT WITH

MASTIC FILLER

1 - 16 VERT. BARS

CHB WALL

FOR SIZE AND SPACING OF HOR.

AND VERTICAL BARS SEE

CONSTRUCTION NOTES.

(D

OW

EL)

CORNER WALL



CONSTRUCTION NOTES.

CHB WALL

1 - 16 VERT. BARS

OPENING OR END WALL

10 STIRRUPS

@ 150 O.C.

CHB WALL.

1 - 16 VERT.

BARS TYPICAL

FIN. FLR. LVL

TYPICAL CONNECTION DETAIL OF MASONRY WALL

NOTES ON CONCRETE WALL

1. ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL

REINFORCEMENT UNLESS OTHERWISE INDICATED IN THE PLANS.

WALL

THICKNESS

HORIZONTAL VERTICAL

R E I N F O R C E M E N T

REMARKS

VERTICAL

SECTION

100 mm

125 mm

150 mm

10 mm @ 250mm O.C.

10 mm @ 200mm O.C.

12 mm @ 250mm O.C.

10 mm @ 300mm O.C.

10 mm @ 250mm O.C.

12 mm @ 300mm O.C.

HORIZONTAL BARS

AT CENTERS VERTICAL

BARS STAGGERED OUT

REINFORCED BAR SHALL HAVE 25mm CLEAR CONCRETE COVER FROM FACE OF WALL EXCEPT

FOR WALLS IN CONTACT WITH THE GROUND WHERE A MINIMUM OF 60mm SHALL BE PROVIDED.

AND FOR EXPOSED FACES OF FORMED WALLS WHERE THE MINIMUM SHALL BE 50mm CLEAR.

2. CARRY VERTICAL BARS AT LEAST 50mm ABOVE FLOOR LEVEL TO PROVIDE FOR SPLICES

WHEN NECESSARY STOP AT 50mm BELOW TOP SLAB OR SOLID BAND WHERE THE WALL

ENDS VERTICAL AND HORIZONTAL BARS SHALL BE SPLICED BY LAPPING A DISTANCE

EQUAL TO 30 DIAMETERS AND WIRED SECURELY WITH 16 G.I. WIRE PROVIDED THAT

SPLICES IN ADJACENT BARS ARE STAGGERED AT LEAST 1.50M.O.C.

3. UNLESS OTHERWISE NOTED IN THE PLANS, ALL OPENINGS IN WALLS 250mm OR

THICKER SHALL BE REINFORCED AROUND WITH 2-20mm BARS FOR 225mm, 200mm,

175mm, 150mm, USE 2-16mm . FOR 125mm AND 100mm WALLS, USE 2-12mm BARS.

ALL WALLS SPANNING SHALL HAVE VERTICAL REINFORCEMENT BENT TO A U-FORM LIKE

STIRRUPS AND SPACED ACCORDING TO THE SCHEDULE UNLESS OTHERWISE NOTE (SEE

FIG.1).

NOTES ON WELDS

1. USE E70xx ELECTRODES FOR ALL MEMBERS WELDED.

2. WELDS SHALL DEVELOP THE FULL STRENGTH OF MEMBERS JOINED UNLESS OTHERWISE

SHOWN OR DETAILED IN THE DRAWINGS.

NOTES ON STRUCTURAL STEEL

1. STRUCTURAL STEEL TO BE USED FOR FABRICATION AND ERECTION OF THIS STRUCTURE SHALL

COMPLY WITH ALL THE PERTINENT PROVISION OF AISC SPECIFICATION FOR THE DESIGN.

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING LATEST EDITION.

2. ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A 36 STRUCTURAL STEEL UNLESS

OTHERWISE INDICATED.

3. ALL WELDED CONNECTION SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS CONNECTED.

4. ALL BOLTS USED UNLESS OTHERWISE SPECIFIED SHALL BE ASTM A 307 BOLTS.

NOTES ON EMBEDED PIPES

A. ALL EMBEDDED PIPES FOR UTILITIES, ETC. THAT PASS THRU BEAMS SHALL BE MAXIMUM 100mm

OR D/3 WHICHEVER IS LESS DIAMETER SINGLE RIGID GALVANIZED IRON PIPE UNLESS

OTHERWISE OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

B. NO PIPES SHALL BE ALLOWED TO PASS THRU BEAMS VERTICALLY.

C. NO PIPES SHALL BE EMBEDDED TO COLUMNS.

NOTES ON CONCRETE HOLLOW BLOCKS WALL

1. WHERE A CONSTRUCTION JOINT IS TO BE MADE. THE SURFACE OF CONCRETE

SHALL BE CLEANED AND ALL LAITANCE AND STANDING WATER REMOVED.

NOTES OF STIRRUPS

1. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS OTHERWISE PERMITTED BY

THE STRUCTURAL ENGINEER.

2. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FILLED BENT,

EXCEPT AS SHOWN IN THE DESIGN DRAWINGS OR PERMITTED BY THE STRUCTURAL

ENGINEER.

3. TIES AND CLOSE STIRRUPS MUST BE BENT AT 135°.

180° END HOOKS

90° END HOOKS

90° END HOOKS

135° HOOKS

MAIN BAR END HOOK

(ALL GRADES)

BAR SIZE

(DEFORMED)

DIAMETER

(mm)

180° HOOK 90° HOOK

D + 2db L L

10mm

12mm

16mm

20mm

25mm

28mm

32mm

60

75

95

115

150

240

300

75

100

125

150

200

300

335

125

150

175

200

230

350

450

150

200

250

300

450

550

600

STIRRUP AND TIE HOOKS

(ALL GRADES)

BAR SIZE

(DEFORMED)

DIAMETER

(mm)

180° HOOK 90° HOOK

D + 2db L L

10mm

12mm

16mm

20mm

25mm

40

50

65

115

150

165

250

365

85

115

140

165

230

100

115

150

300

450

125

200

(DOWEL)

R.C COLUMN OR WALL

DOWEL BARS TO MATCH

CHB HOR. BARS

12 THK. EXPANSION JOINT

WITH MASTIC FILLER

(D

OW

EL)

CHB WALL

1 - 16 VERT. BARS

12 THK. EXPANSION JOINT WITH

MASTIC FILLER



CONSTRUCTION NOTES.

INTERSECTION WALL INTERSECTING R.C COL. OR WALL

TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING

ELEVATION

(D

OW

EL)



CONSTRUCTION NOTES.

DOWEL BARS TO MATCH

CHB HOR. BARS

2 - 12 TOP BARS

2 - 12 TOP BARS

SECTION

VERT.

BARS

HOR.

BARS

4 - 16 VERT. BARS

4 - 16 VERT. BARS

TYPICAL CONNECTION DETAIL

OF R.C. WALL AT CORNERS

(MIN.) (MIN.)

MAIN REINFORCEMENT TO BE

CONTINUOUS (TOP & BOTT BARS.)

WHERE JOINTS IS AT POINT OF

STRESS, PROVIDE SHEAR RODS

WITH ENGINEERS APPROVAL

MAIN REINFORCEMENT TO BE

CONTINUOUS

10 x 1000 LONG

@300 O.C.

BEAM SLAB

TYPICAL SLAB & BEAM

CONSTRUCTION JOINT DET.

DOOR

OPENING

WINDOW

OPENING

PROVIDE THESE ADDITIONAL BARS FOR

ALL OPENING PLUS BARS (NOT SHOWN)

PARALLEL TO SIDE OF OPENING EQUAL TO

THE NUMBER OF TERMINATED BARS AT

OPENING

SEE ARCHITECTURAL & MECHANICAL

PLANS FOR SLAB OPENING LOCATION

38mm

CLEAR

NOTE:

TYP. EXTERIOR WINDOW & DOOR OPENING

(D

OW

EL)

(D

OW

EL)

FLR. SLAB OR BEAM

DOWEL BARS TO MATCH

CHB VERT. BARS

1. ALL JOINTS AND CELLS

CONTAINING REINFORCING

BARS SHALL BE FILLED WITH

CONCRETE GROUT.

2. FOR REINFORCEMENTS SEE

CONSTRUCTION NOTES.

1 - 16 CONT. HOR. BARS

FOR FLOOR SLAB ONLY

FIN. FLR. LVL.

NAT. GRD. LVL

SEE CONSTRUCTION NOTES FOR

MASONRY WALL REINFORCEMENTS

(TYPICAL)

DOWEL BARS TO MATCH CHB

VERT. BARS

10 BOTT. BARS @

300 O.C.

3 - 10 BOTT. BARS

(D

OW

EL)

FIN. FLR. LVL.

(TYP.)


VERT. BARS

3 - 10 BARS (AS SHOWN)

10 BOTT. BARS @ 300 O.C.


VERT. BARS

3 - 10 BARS (AS SHOWN)

10 BOTT. BARS @ 300 O.C.

(TYP.)

WHERE DEPRESSED SLAB

OCCURS

(D

OW

EL)

(MIN.) (MIN.)

t =

FO

R SLAB

(MIN.)

2t = FOR SLAB

TYP. SECTION OF MASONRY

PARTITION REINFORCEMENTS

TYPICAL CHB FOOTING DETAILS

( WHERE APPLICABLE )

TYPICAL DETAIL FOR BEAM

OR SLAB CHANGE SOFFIT

D = FOR BEAM

30 BAR DIA.

D =

FOR

BEAM

VERI

FY D

EPRE

SSIO

N

30 BAR DIA.30 BAR DIA.

400

250

400

250

400

250

300

400

400

300

400

250

400

VARI

ES60

0

(MIN

.)

250

VERI

FY A

RCHI

TECT

URAL

400

400

40

t

t/3t/3

t/3

5030 BAR DIA30 BAR DIA

D

D/3

D/3 D/

3

550550

55055

0

400

200

400

400

L1L

L

db

D

6db

D

L12

db

dbD

db

4db or 85mm

D +

2db

L

200(MIN)

400

200(MIN)





ROSARIO, PASIG CITY

STRUCTURAL SPECIFICATIONS

DESIGNED BY:




ENGINEER III




SET NO.:





13 28

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

AS 3

FOUN DATION PLA N MAT FOOTING

SCALE: 1:125m

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

BS 3

S E C O N D F L O O R F R A M I N G P L A N

SCALE: 1:125m

5.A 6.A 5.A 6.A





ROSARIO, PASIG CITY

FOUNDATION PLAN MAT FOOTINGSECOND FLOOR FRAMING PLAN

DESIGNED BY:




ENGINEER III




SET NO.:





14 28

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

AS 4

T H I R D F L O O R F R A M I N G P L A N

SCALE: 1:125m

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

BS 4

F O U R T H F L O O R F R A M I N G P L A N

SCALE: 1:125m

5.A 6.A 5.A 6.A





ROSARIO, PASIG CITY

THIRD FLOOR FRAMING PLANFOURTH FLOOR FRAMING PLAN

DESIGNED BY:




ENGINEER III




SET NO.:





15 28

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

AS 5

R O O F B E A M F R A M I N G P L A N

SCALE: 1:125m

5.A 6.A

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

E

2

A

A.1

C

D

81 43

J

5 6 7

F

G

H

I

K

AA 2

R O O F F R A M I N G P L A N

SCALE: 1:125m

DS

DS

DS

DS

DS

DS

DS

DS

DSDS DS DS DS DS

DS

DS

DSDSDSDS

DS

DS

DS

DS

DS

DS

5.A 6.A

T - 1

HT - 5 HT - 5

T - 1

T - 1

T - 1

T - 1

LT -

1G

- 1LT

- 1

G - 1

LT -

1

HT - 4HT - 3

HT - 3

HT - 1

HT - 1

HT - 3

G - 2

HT - 2

G - 3

G - 1 LT - 1 G - 1

T - 2

LT - 1

T - 2

T - 2

T - 2

T - 2





ROSARIO, PASIG CITY

ROOF FRAMING PLANROOF BEAM FRAMING PLAN

DESIGNED BY:




ENGINEER III




SET NO.:





16 28

TYPICAL STAIR DETAILS

SCALE: 1:20m

1.00

2.25 2.50 3.00

8.00

TRANSVERSE BEAM REINFORCEMENT DETAIL

SCALE: 1:60m

TYPICAL TWO-WAY SLAB SHOWINGARRANGEMENT OF TOP REINFORCEMENTS

TYPICAL TWO-WAY SLAB SHOWINGARRANGEMENT OF BOTTOM REINFORCEMENTS

12mm @300mm O.C.12mm @300mm O.C.

12mm @150mm O.C.

12mm @ 150mm O.C.12mm @150mm O.C.

12mm @300mm O.C.12mm @300mm O.C.

12mm @150mm O.C.

SLABMARK

SLABTHICKNESS

BARDIAMETER

TBBB

SHORT SPANBAR SPACING IN mm

COL STRIPDISCONT. MIDDLE

COL STRIPCONT.

LONG SPANBAR SPACING IN mm

COL STRIPDISCONT. MIDDLE

COL STRIPCONT.

REMARKS

4S-1 130

(mm)

12

(mm)

150300 150

150300 TWO-WAY

TBBB130 123S-1

TBBB TWO-WAY

TB - TOP BARSBB - BOTTOM BARS

2S-1

12mm @300mm O.C.

12mm @300mm O.C.

SCHEDULE OF SLABNOT TO SCALE

12mm @300mm O.C.

12mm @300mm O.C.

130 12

150300 150

150300

TWO-WAY150300 150

150300

150300 150

150300

150300 150

150300

150300 150

150300

1.00

L1/4 L1/4 OR L2/4

L1/8 L1/8 L2/8 L2/8 L3/8

L1/4 OR L2/4 L2/4 OR L3/4L2/4 OR L3/4

TYPICAL ARRANGEMENT OF LONGITUDINAL REINFORCEMENTSSCALE: 1:50m

0.60

H

B

TOP BAR

WEB BAR

BOTTOM BAR

STIRRUPS

600mm MIN.

135

O

40mm CONCRETE COVER

BEAM SECTION

BEAM SPLICE DETAILS

0.15

0.30

0.20

10mm DIA. FRAMING BAR

10mm DIA. TEMP BARS

16mm DIA. @ 200mm O.C.

12mm DIA. @ 200mm O.C.

2 - 20mm DIA.

2 - 16mm DIA.

2 - 16mm DIA.

5 - 20mm DIA.

0.25

2.00

SECTION 2 - 2

SCALE: 1:20m

L1/6

L1/3

TOP

BAR

L1/3

L1

L1/5

L2/5

L1/3

BOTTOM

BAR

L2TOP

BAR

BOTTOM

BAR

TYPICAL SLAB ELEVATION

NOT TO SCALE

12mm DIA. @

250mm O.C. BOTH

FACES

NOTES ON CONCRETE WORKS:

1. THESE DRAWINGS SHALL BE

READ IN CONJUNCTION WITH

RELEVANT ARCHITECTURAL

DRAWINGS.

2. MINIMUM COMPREHENSIVE

STRENGTH (f'c) OF CONCRETE

AT 28 DAYS SHALL BE 27.6 MPa.

U.N.O

3. MINIMUM YIELD STRENGTH

(f'y) OF REINFORCING BARS

SHALL BE :

- 414 MPa FOR BARS 16mm AND

BIGGER

-275 MPa FOR BARS 12mm AND

SMALLER

4. REINFORCING BARS SHALL

COMPLY WITH ASTM A705M.

NOTES ON STEEL WORKS:

1. ALL STEEL ELEMENTS (PLATES

AND ANGLES) SHALL COMPLY

WITH ASTM A36.

2. WELDING ELECTRODES SHALL

BE E70XX AND SHALL COMPLY

WITH AWS CODE.

3. WELDS AND WELDING

PROCEDURE SHALL COMPLY

WITH THE REQUIREMENTS OF

AWS CODE.

4. ANCHOR BOLTS SHALL

COMPLY WITH ASTM A307.

ABBREVIATIONS:

TB - TOP BARS

BB - BOTTOM BARS

O.C. - ON CENTER

LEGEND:

ST1 - FABRICATED BOX SECTION

FROM 2L-X2X2X1/4 ANGLES

VS1 - 12MM∅ VERT. CROSS

BRACING

NOTES ON FOUNDATION:

1. FOOTINGS ARE DESIGNED

FOR AN ALLOWABLE SOIL

BEARING CAPACITY OF 95 KPa..

THE CONTRACTOR SHALL

REPORT TO THE ENGINEER IN

WRITING ACTUAL SOIL

CONDITIONS UNCOVERED AND

CONFIRMED ACTUAL BEARING

CAPACITY OF SOIL BEFORE

DEPOSITING CONCRETE.

2. NO FOOTING SHALL REST ON

FILL.

3. ALL FOOTING SHALL BE

PROVIDED WITH 50mm THK.

LEAN CONCRETE.

1600 8 EQUAL TREADS = 2400

700

550

450

700

10 E

QU

AL

RIS

ERS

@ 1

60 =

160

0

3200

100

900

550

450

10 E

QU

AL

RIS

ERS

@ 1

60 =

160

0 2ND. FLR. LVL.

12mm dia. @ 270mm O.C. BOTTOM BARSCUT-OFF ALTERNATE @ 450mm FROMFACE OF SUPPORT W/ 10mm dia. TEMP.BARS UP TO LOCATION OF CUT-OFFBARS ONLY

LANDING LEVEL

12mm dia. TOP BARS @ 250mm O.C.W/ 10mm dia. @ 300mm O.C. TEMP BARS

STAIR SLAB THK. = 150mm & FIN (TYPICAL)

10mm dia. NOSING BARS (TYPICAL)

10mm dia. @ 300mm O.C. CHAIR BARS (TYPICAL)

12mm dia. TOP BARS @200mm O.C. (TYPICAL)

500

GROUND FLR. LN.FIN. GRD. LN.

12mm dia. VERTICAL BARS @ 250 mm O.C.W/ 10mm dia. @ 300mm O.C. HORIZONTAL BARS

12mm dia. BOTTOM BARS @ 260mm O.C.CUT-OFF ALTERNATE @ 500mm FROMFACE OF SUPPORT (TYPICAL)

DETAIL OF STAIRS

GB-1

TOP OF GRADE BEAM

2B2





ROSARIO, PASIG CITY

SCHEDULE OF SLAB

TYP. SLAB ELEVATION

TRANSVERSE BEAM

REINFORCEMENTDETAIL

TYP. ARRANGEMENT OF

LONGITUDINALREINFORCEMENT

STAIR DETAILS

DESIGNED BY:




ENGINEER III




SET NO.:





17 28

MARK

BEAM SECTION

WIDTH (mm)

BAR DIAM.

TB

BB

16

DISCONT. END CONT. END MIDSPANCONT. END

DISCONT. END

LONGITUDINAL REINFORCEMENTS

EACH FACE

WEB BARS

DIAMETER

STIRRUPS

SPACING

RB1 200 350

DEPTH (mm)

4

2

4

2

2

4

4

2

4

2

10

FIRST 8 @ 100mm

REST @ 200mm O.C.

TB

BB

16RB2 200 350

3

2

3

2

2

3

3

2

3

2

10

TB

BB

204B1 600

5

2

5

2

2

5

5

2

5

2

10

FIRST 8 @ 100mm, NEXT 4 @ 150mm

REST @ 200mm O.C.

TB

BB

204B2

200

500

4

2

4

2

2

4

4

2

4

2

10

TB

BB

204B3 500 10

TB

BB

204B4 450

4

2

4

2

4

2

4

2

4

2

10

TB

BB

164B5 500

5

2

5

2

2

5

5

2

5

2

10

TB

BB

253B1 300 600

4

2

4

2

2

4

4

2

4

2

10


REST @ 200mm O.C.

TB

BB

253B2 250 500

3

2

3

2

2

3

3

2

3

2

10

TB

BB

253B3 250 550

3

2

3

2

2

3

3

2

3

2

10

1 - 12

1 - 12

1 - 12

1 - 16

MARK

BEAM SECTION

WIDTH (mm)

BAR DIAM.

TB

BB

25

DISCONT. END CONT. END MIDSPANCONT. END

DISCONT. END

LONGITUDINAL REINFORCEMENTS

EACH FACE

WEB BARS

DIAMETER

STIRRUPS

SPACING

3B4 250 450

DEPTH (mm)

3

2

3

2

2

3

10

TB

BB

163B5 200 500

2

2

2

2

2

2

2

2

2

2

10

FIRST 5 @ 100mm

REST @ 200mm O.C.

TB

BB

252B1 300 650

4

2

4

2

2

4

4

2

4

2

10

FIRST 10 @ 100mm, NEXT 4@150mm

REST @ 200mm O.C.

TB

BB

252B2 300 550

3

2

3

2

2

3

3

2

3

2

10

TB

BB

252B3 300 550

3

2

3

2

2

3

3

2

3

2

10

TB

BB

252B4 300 450

3

2

3

2

2

3

3

2

3

2

10

TB

BB

162B5 200 500

5

2

5

2

2

5

5

2

5

2

10

TB

BB

20GB1 250 500

3

3

3

3

3

3

3

3

3

3

10

FIRST 5 @ 100mm

REST @ 200mm O.C.

1 - 16

1 - 12

1 - 12

1 - 16


REST @ 250mm O.C.


REST @ 250mm O.C.


REST @ 250mm O.C.

1 - 16

FIRST 6 @ 100mm

REST @ 200mm O.C.

FIRST 8 @ 100mm

REST @ 200mm O.C.

250

250

250

250

4

2

4

2

2

4

4

2

4

2

1 - 12

1 - 12


REST @ 200mm O.C.


REST @ 200mm O.C.


REST @ 200mm O.C.


REST @ 200mm O.C.

1 - 16

1 - 16


REST @ 200mm O.C.


REST @ 200mm O.C.

3

2

3

2


REST @ 200mm O.C.

1 - 12

0.50

2.50

0.50

SECTION 1 - 1

SCALE: 1:40m

MAT FOOTING SECTIONAL DETAIL

SCALE: NTS

150mm LEAN CONCRETE

25mm at 300mm O.C. B.W.

6" CHB 6" CHB 6" CHB

GB1 GB1 GB1

1.00

0.65

2.00

VARI

ES

NGL

FGL

8.00 3.00 1.00

FRO

M 4th TO

RO

OF

500

500

12- 25mm DIA.

FRO

M G

D FLR TO

4TH

FRO

M FTG

TO

G

D FLR

2 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,

REST @ 200mm O.C.


REST @ 200MM O.C.

75mm CONCRETE COVER

MARK/

FLR.

S C H E D U L E O F C O L U M N S

C1 C2

570

570

12- 25mm DIA.


REST @ 200MM O.C.

40mm CONCRETE COVER

500

500

12- 20mm DIA.


REST @ 200MM O.C.

40mm CONCRETE COVER


470

470

8 - 25mm DIA.

75mm CONCRETE COVER


REST @ 200mm O.C.

40mm CONCRETE COVER


REST @ 200mm O.C.

40mm CONCRETE COVER

400

400

8 - 25mm DIA.

400

8 - 20mm DIA.

400

150mm LEAN CONCRETE

75mm CONCRETE COVER

40mm CONCRETE COVER

B

Ln

LjLo

LvLo

Lj

SPLI

CIN

G

ELEVATION OF COLUMN

SCALE: NTS

50 50 50 50200

TYPICAL TRUSS ACHORAGE DETAIL

SCALE: NTS

SECTION

SCHEDULE OF BEAMS

LB-1 220 400

TB

BB

2

3

2

3

3

2

3

2

2

3

10

FIRST 1 @ 50mm 2ND 6 @ 100mm

REST @ 150mm O.C.





ROSARIO, PASIG CITY

ELEVATION OF CLOMUN

SECTION - 1

SCHEDULE OF BEAMS

TYPICAL TRUSS ACHORAGE DETAIL

MAT FOOTING SECTION DETAIL

SCHEDULE OF COLUMNS

DESIGNED BY:




ENGINEER III




SET NO.:





18 28

B

B

B

B

B

B

B

B

B

B

C C

C

C

C

C

C

C

C

CC

C

C

C

C

C

C

C

A A A A AAAA

B

C C

LEGEND:

A

B

C

-

-

-

2L 2 1/2" x 2 1/2" x 1/4"

2L 2" x 2" x 1/4"

L 2" x 2" x 1/4"

AS

D E T A I L O F T - 1SCALE: 1:50m8

CC

A A A A

C

C

C

C

C

C

C C

C

B

B

B

B

B

B

AAAA

C

C

C

C

C

C

CC

C

B

B

B

B

B

LEGEND:

A

B

C

-

-

-

2L 2 1/2" x 2 1/2" x 1/4"

2L 2" x 2" x 1/4"

L 2" x 2" x 1/4"

FS


C

C

ES


1

1

2

LEGEND:

1

2

-

-

2" G.I. PIPE

CURVE PRATT TRUSS; 1-1/2"∅ G.I.

PIPE VERT. & DIAGONAL

WEB MEMBERS





ROSARIO, PASIG CITY

SPOT DETAIL OF PARAPET AND TRUSSDETAIL

SCHEDULE OF SLAB REINFORCEMENTC2F1 DETAIL

CONCRETE SUNBREAKER DETAILDETAIL OF T - 1,DETAIL OF T - 2

DETAIL OF T - 3 DESIGNED BY:




ENGINEER III




SET NO.:





DS

CONCRETE SUNBREAKER DETAILSCALE: 1:10m9

FINISH GROUND LVL.

TOP OF TAPERED COLUMN

CS

C 2 F 1 D E T A I LSCALE: 1:50m9

PLAN

SECTION

PLAN

CS

SPOT DETAIL OF PARAPET AND TRUSS DETAILSCALE: 1:20m9

19 28

A

B

D

E

F

G

H

I

J

K

1 2 3 4

W1

W1

W1

W1

W1

W1

CLASSROOM

CLASSROOM

CLASSROOM

MALE (CR)

D2

D4

D4

D2

FEM

ALE

(CR)

FF1

FF1

FF1

CORR

IDO

RFF

1CO

RRID

OR

FF1

FF2

FF2

D4

D4

D4

W3

W3

12345678

1211109

UP

URINAL

5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

WW

W4

54

W W1 1

CLASSROOM

FF1

CLASSROOM

FF1

CORRIDORFF1

CORRIDORFF1

14 15 16

DN

W3

W3

BA 1

T Y P I C A L 2 N D T O 4 T H F L O O R P L A N

SCALE: 1:125m

DA 5

CA 2

5.A 6.A

PARAPPET WALL LN.

PARAPPET WALL LN.

PARAPPET WALL LN.

PARA

PPET

WAL

L LN

.PA

RAPP

ET W

ALL

LN.

PARA

PPET

WAL

L LN

.

CA 9

AA 9

BA 9

AA 8

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

DN

-A 11

A

B

D

E

F

G

H

I

J

K

1 2 3 4

W1

W1

W1

W1

W1

W1

CLASSROOM

CLASSROOM

CLASSROOM

D3

HE (CR)

D2

D4

D4

D2

SHE

(CR)

FF1

FF1

FF1

CORR

IDO

RFF

1CO

RRID

OR

FF1

FF2

FF2

FF2

D4

D4

D4

W3

W3

12345678

1211109D2

UP

MULTI PURPOSE AREAP.E. AREA

STO

FF1

URINAL

5 6 7 8

A

A.1

C

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

12

1 2 3 4 5

12

12345

UP

UP

UP

UPSTAGEFF1

1234

UP

W3

W3

W1

W1

RAMP UP

AA 1

G R O U N D F L O O R P L A N

SCALE: 1:125m

DA 5

CA 2

5.A 6.A

PARAPPET WALL LN.

PARAPPET WALL LN.

PARAPPET WALL LN.

PARA

PPET

WAL

L LN

.PA

RAPP

ET W

ALL

LN.

PARA

PPET

WAL

L LN

.

DS 10

CA 9

AA 9

BA 9

DS 5

FF1

AA 8

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

D1

W2

12345

FF1

UP

UP-

A 11

LAN

DIN

G





ROSARIO, PASIG CITY

GROUND FLOOR PLANSECOND FLOOR PLAN

PREPARED BY:


DATA ENCODER I



ENGINEER III




SET NO.:

A - 2

CONCURRED BY:


PAGCOR



282

LEGEND:FF1

FF2

-

-

PLAIN CEMENT FINISH

200mmX200mm VITRIFIEDFLOOR TILES (UNGLAZED)

AS

D E T A I L O F L T - 1SCALE: 1:40m9

B

B B BB

B B

B

B B

LIN

E O

F T - 1

LIN

E O

F T - 1

CS

D E T A I L O F H T - 2SCALE: 1:50m9

C

C

C

B

B

B

B

B

B

B

C

C

C

C

C

C

C

C

C

C

A A A A A A

BS


C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

B

B

B

B

B

B

B

LEGEND:

A

B

C

-

-

-

2L 2 1/2" x 2 1/2" x 1/4"

2L 2" x 2" x 1/4"

L 2" x 2" x 1/4"

LEGEND:

A

B

C

-

-

-

2L 2 1/2" x 2 1/2" x 1/4"

2L 2" x 2" x 1/4"

L 2" x 2" x 1/4"

IS


C

C

C

C

C

C

C

B

B

B

B

A A

LEGEND:

A

B

C

-

-

-

2L 2 1/2" x 2 1/2" x 1/4"

2L 2" x 2" x 1/4"

L 2" x 2" x 1/4"

A

B

C

B

C

A

B

C

A

HS


B

B

B

B

B

C

C

C

C

C

C

C

C

C

C

C

A A A A

C

JS


B

B

B

B

B

C

C

C

C

C

CC

C

C

C

C

C

A A A A





ROSARIO, PASIG CITY

DETAIL OF LT - 1

DETAIL OF HT - 1 TO HT -5

DETAIL OF G1 - G3, PARAPPET AND

TRUSS DETAIL DESIGNED BY:




ENGINEER III




SET NO.:



GS

D E T A I L O F G - 1SCALE: 1:30m9

FS


ES




DS

PARAPET AND TRUSS DETAILSCALE: 1:30m9

20 28

8

AA.1CE

RAMP UP





ROSARIO, PASIG CITY

DETAIL - ELEVATION OF RAMP

PLAN OF RAMP

SPOT DETAIL 'A - A'

SPOT DETAIL 'B - B' DESIGNED BY:




ENGINEER III




SET NO.:





AS

P L A N O F R A M PSCALE: 1:75m10

CS

DETAIL - ELEVATION OF RAMPSCALE: 1:50m10

NON SKID PLAIN CEMENT

BS

S P O T D E T A I L ' B - B 'SCALE: 1:50m10

DS

P L A N O F R A M PSCALE: 1:10m10

DS 10

CS 10

CS

S P O T D E T A I L ' A - A 'SCALE: 1:5m10

21 28

BS 10

GENERAL NOTES:

1. ALL ELECTRICAL WORKS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE,

EXISITNG APPLICABLE ORDINANCES, RULES & REGULATIONS OF THELOCAL GOVERNMENT & WITH THE REQUIREMENTS OF THE LOCAL POWER

COMPANY.

2. THE TYPE OF POWER SUPPLY SHALL BE SINGLE PHASE 220V, 2 - WIRE 60 HZ A.C.

3. ALL WIRINGS SHALL BE INSTALLED IN STANDARD RIGID STEEL CONDUITS RUN EMBEDDED INSIDE THE CONCRETE AND HOLLOW BLOCKS STRUCTURES,

SLABS, COLUMNS, WALLS, PARTITIONS AND / OR CONCEALED BETWEEN DOUBLE WALL WOODEN PARTITIONS AND INSIDE THE CEILING SPACES,

WHERE THE USE OF CONCEALED CONDUIT WIRING IS IMPRACTICABLE, SURFACE METAL MOUDLING MAY BE USED.

4. UNLESS OTHERWISE INDICATED ON THE PLANS, THE MINIMUM SIZES OF WIRE AND RIGID STEEL CONDUIT TO BE USED SHALL BE 2.0mm2 AND 15mm

DIAMETER, RESPECTIVELY.

5. ALL LIGHTING CIRCUIT HOMERUNS AND CONVENIENCE OUTLETS SHALL BE WIRED WITH NOT LESS THAN 3.5mm2 TW IN SIZE, UNLESS OTHERWISE

INDICATED ON THE PLANS.

6. WHEREVER REQUIRED AND NECESSARY, PULL BOXES AND JUNCTION BOXES OF PROPER SIZES SHALL BE INSTALLED AT CONVENIENT AND

INCONSPICUOUS LOCATIONS, ALTHOUGH SUCH BOXES ARE NOT SHOWN ON THE PLANS NOR MENTIONED IN THE SPECIFICATIONS.

7. ALL NON-CURRENT METAL PARTS OF EQUIPMENT / DEVICES SUCH AS PANELBOARD ACB AND THE LIKE SHALL BE PROPERLY GROUNDED IN

ACCORDANCE WITH THE PROVISIONS OF ARTICLE 4, PHILIPPINE ELECTRICAL CODE.

8. ALL WALL OUTLETS SHALL BE INSTALLED AT THE FOLLOWING HEIGHTS ABOVE THE FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED:

A. WALL SWITCHES 1200mm C. FIRE ALARM STATION OUTLET 1500mm

B. CONVENIENCE OUTLETS 300mm D. PUSH BUTTON OUTLET 1200mm

9. ALL ELECTRICAL WORKS / INSTALLATIONS SHALL BE DONE IN STANDARD WORKSMANSHIP MANNER WITH SKILLED MANPOWER DULYSUPERVISED BY A

REGISTERED ELECTRICAL ENGINEER.

SYMBOLS DESCRIPTION

- CEILING LIGHT OUTLET

- DISTRIBUTION PANEL BOARD W/ SOLID NEUTRAL

- THREE WAY DEVICE SWITCH

- ELECTRIC SERVICE METER

- SERVICE ENTRANCE

- VIBRATING BELL OUTLET

- FIRE ALARM BELL OUTLET

- CONCEALED OR EMBEDDED CONDUIT RUN

- MAIN DISTRIBUTION PANEL BOARD

- GROUNDING SYSTEM

- PUSH BUTTON

- CIRCUIT HOMERUN

- JUNCTION BOX OR PULL BOX WITH COVER

- UNDERGROUND OR UNDER FLOOR CONDUIT RUN

- FIRE ALARM CONTROL PANEL

S3W

M

B

B

- ELECTRIC RISER

- SINGLE POLE TUMBLER SWITCH

- DUPLEX CONVENIENCE OUTLET

- WEATHER PROOF CONVENIENCE OUTLET

- EMERGENCY LIGHT

- THREE WAY TUMBLER SWITCH

FACP

S

S3

SYMBOL DESCRIPTION MOUNTINGL /INSTALLATION

T-5 2-28W FLOURESCENT LAMP

REFLECTORIZED SURFACE

MOUNTED W/OUT LOUVRE

ELECTRONIC BALLAST 220V 60HZ

2

T-5 1-28W FLOURESCENT LAMP

REFLECTORIZED SURFACE

MOUNTED W/OUT LOUVRE

ELECTRONIC BALLAST 220V 60HZ

SURFACE CEILINGMOUNTED

SURFACE CEILINGMOUNTED

CEILING LINE

FOURTH FLOOR LINE

DPD

32mmØ C ( 2-22mm2THHN )

TO MDP-4

DPC


TO MDP-3

DPB


TO MDP-2

THIRD FLOOR LINE

SECOND FLOOR LINE

GROUND FLOOR LINEFINISH GRADE LINE

B

FS

B

FS

B

FS

B

FS

FACP

TO MDP LINESIDE15mmØC( 2 - 35mmØTW )

ENCLOSED ACB RATED20AT, 2P, 240V

FIRE ALARM FIRE ALARM

B

B

B

B

P.B.

CONNECT TO NEAREST O.C.

15mmØ C ( 2- 2.0mm2 TW )

4-3.5mm2 WIRE IN 15mmØ

1800

5400

DPAMDP

20mmØ X 300mm LENGTHGROUNDIN ROD COPPER WELD

2-22mm2 BARE COPPERWIRE IN 20mmØ C

SYMBOLS DESCRIPTION

1

LEGEND :





ROSARIO, PASIG CITY

GENERAL NOTES, RISER DIAGRAM,SCHEDULE OF PANELBOARD LUISITO C. PONCIANO





SET NO.:

E - 1

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I

ANTHONY C. GONZALESENGINEER II

2822

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

STO

5 6 7 8

A

A.1

C

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

UP

UP

UP

UP

UP

RAMP UP

S =

1:16

AE 2

GRO UND FL OO R L IGH TING LAYOUT

SCALE: 1:125m

S

S

1

2Sab

1

1

1

1

1

1

1 a

b

c

d

e

g

2 c

3Sab

c

2 b

2 a

2 c

2 b

2 a

2 c

3Sab

c

2 b

2 a

2 c

2 b

2 a

2 c

3Sab

c

2 b

2 a

2 c

2 b

2 a

DPA1

i

11

1

1

2Slm DPA MDD FACP

jk

l

m

S3W

TO CONNECT TO S3W @ 2ND FLOORSTAIRWAY LANDING

ELECTRIC SERVICE ENTRANCE220V, 1 - PHRASE 2 WIRE

DPA3

1 1 1 1

2Spq2Sno

2Sjk 2 a

2 a

2 b

2 b

2 c

2 c

2 d

2 d1 h

2Sab

2 b 2 c

1

2Scd

2Sef

2Si

Sgh

2Scd

f

n o p q

D

UP

UP

LAN

DIN

G

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

URINAL

5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

BE 2

T Y P I C A L 2 N D T O 4 T H F L O O R L I G H T I N G L A Y O U T

SCALE: 1:125m

2Sab

1

1

1

1

1

1 a

b

c

d

e

2 c

3Sab

c

2 b

2 a

2 c

2 b

2 a

2 c

3Sab

c

2 b

2 a

2 c

2 b

2 a

2 c

3Sab

c

2 b

2 a

2 c

2 b

2 a

DPA1

2Scd

2Sef

f

11 gi

11

1

1

2Slm

jk

l

m

S3W

2Sjk

1

2Si

Sgh

1 h

1 1 1 1n o p q

2 2 2 2a c d f

2 2 2 2a c d f

2Sno 2Spq

2Sabc 2Sdef

DPB3

DPC3

DPD3

DPCDPB

DPB1

DPC1

DPD1

DPB2

DPC2

DPD2

2 b

2 b

2 e

2 e

DN





ROSARIO, PASIG CITY

GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR LIGHTING LAYOUT LUISITO C. PONCIANO




SET NO.:

E - 2

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I


2823REYNALDO G. TAGUDANDO

REGIONAL DIRECTOR

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

URINAL

5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

BE 3

T Y P I C A L 2 N D T O 4 T H F L O O R P O W E R L A Y O U T

SCALE: 1:125m

F F

F F 2Sef

F D

F C 2Scd

F B

F A 2Sab

FS B

WP

WP

WP

RISE

R U

P TO

SIM

ILAR

OU

TLET

DPB4

DPC4

DPD4

DPB5

DPC5

DPD5

WP

DPB7

DPC7

DPD7

FG

FH

DPB6

DPC6

DPD6

2Sgh

WP

Fi

Fj

2Sij

B

DPBDPCDPD

DN

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

STO

5 6 7 8

A

A.1

C

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

UP

UP

UP

UP

UP

RAMP UP

S =

1:16

AE 3

G R O U N D F L O O R P O W E R L A Y O U T

SCALE: 1:125m

F F

F F 2Sef

WP

F D

F C 2Scd

WP

F B

F A 2Sab

WP

FS B

RISE

R U

P TO

SIM

ILAR

OU

TLET

B

DPA5

DPA MDD FACP

WP

WP WP WP

WP WP

F

F

F

F

F

F

F

F

AB E H

GDC F

3Sfg

h

DPA7

DPA6 2S

ab

3Scd

e

WP WP

UP

UP

LAN

DIN

G





ROSARIO, PASIG CITY

GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR POWER LAYOUT LUISITO C. PONCIANO




SET NO.:

E - 3

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

UP

STO

5 6 7 8

A

A.1

C

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

12

12

12345

UP

UP

UP

UP

UP

RAMP UP

S =

1:16

AP 1

GROUND FLOOR SEWER LINE LAYOUT

SCALE: 1:125m

M

F

SEPTIC

VAULT

(SEE DETAIL)

CO CO

CO

FD

WC WC

LAV

URI

LAV

FD

WC

PVCSS

CO

FD

FD

CO

WC

WC

WC

CO

FD

LA

V

PVCSS

CO

100mmØ PVCSP

100mmØ

PVCSP

100mmØ

PVCSP

100mmØ

PVCSP

SS

SS

UP

UP

LAN

DIN

G

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

UP

5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

DN

BP 1

T YPIC AL 2 ND TO 4TH F L O OR S EWER L INE LA Y OUT

SCALE:

1:125m

FD

WC WC

LAV

URI

LAV

FD

PVCSS

CO

FD

FD

CO

WC

WC

WC

CO

FD

LA

V

PVCSS

CO

100mmØ

PVCSP

100mmØ

PVCSP

100mmØ

PVCSP

SS

DN





ROSARIO, PASIG CITY

GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR SEWER LINE LAYOUT LUISITO C. PONCIANO




SET NO.:

P - 1

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

UP

5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

DN

BP 2

TYPICAL 2ND TO 4TH WATER LINE LAYOUT

SCALE: 1:125m

F

M

38mmØ PVC CWR

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ

PV

C C

WL

38mmØ PVC CWR

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

SS

SS

WCWC

WC

WC

WC

LAV

LAV

URI

DN

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

UP

STO

5 6 7 8

A

A.1

C

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

12

12

12345

UP

UP

UP

UP

UP

RAMP UP

S =

1:16

AP 2

GROUND FLOOR WATER LINE LAYOUT

SCALE: 1:125m

MH

F

38mmØ PVC CWR

38mmØ PVC CWR

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ

PV

C C

WL

19mmØ

PVC CWL

TAP TO MAIN

WATER LINE

38mmØ PVC CWR

WCWC

LAV

URI

LAV

WC

WC

WC

WC

LAV

SS

SS

MH

F

38mmØ PVC CWR

38mmØ PVC CWR

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ PVC CWL

19mmØ

PV

C C

WL

19mmØ

PVC CWL

38mmØ PVC CWR

WCWC

LAV

URI

LAV

WC

WC

WC

WC

LAV

SS

SS

UP

UP

LAN

DIN

G





ROSARIO, PASIG CITY

GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR WATER LINE LAYOUT LUISITO C. PONCIANO




SET NO.:

P - 2

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

UP

STO

LAV

5 6 7 8

A

A.1

C

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

12

12

345

UP

UP

AP 3

G R O U N D F L O O R S T O R M D R A I N A G E L A Y O U T

SCALE: 1:125m

TA

P T

O M

AIN

ST

OR

M D

RA

IN

200mmØ

CDP

TAP TO MAIN

STORM DRAIN

200mmØ

CD

P

CB

PV

CD

S

150mmØ CDP

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

S

CB

150mmØ CDP

CB

150mmØ CDP

CB

150mmØ CDP

CB

1

5

0

m

m

Ø

C

D

P

CB

PVCDS

150mmØ CDP

CB

PVCDS

150mmØ CDP

CB

PVCDS

150mmØ CDP

CB

PVCDS

CB

PVCDS

1

5

0

m

m

Ø

C

D

P

PVCDS

CB

PVCDS

PVCDS

CB

1

5

0

m

m

Ø

C

D

P

PVCDSPVCDSPVCDS

CBCBCBCB

150mmØ CDP150mmØ CDP150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

150mmØ CDP

CB

CB

CB

CB

CB

CB

CB

CB

CB

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

UP

UP

LAN

DIN

G

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4

UP

5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

K

DN

BP 3

TYPICAL 2ND TO 4TH STORM DRAINAGE LAYOUT

SCALE: 1:125m

F

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

S

PVCDS PVCDS PVCDS PVCDS PVCDS PVCDS

PVCDS

PVCDS

PVCDSPVCDSPVCDS

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

PV

CD

SP

VC

DS

DN





ROSARIO, PASIG CITY

GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR STORM DRAINAGE LAYOUT LUISITO C. PONCIANO




SET NO.:

P - 3

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

SCALE : NOT TO SCALE









ROSARIO, PASIG CITY

GENERAL NOTES, LEGENDS,CATCH BASINDETAILS, AND SEPTIC TANK DETAILS LUISITO C. PONCIANO




SET NO.:

P - 4

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

A

A.1

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8

A

A.1

C

D

E

1 2 3 4 5 6 7 8

F

G

H

I

J

KDS

DS

DS

DS

DS

DS

DS

DS

DSDS DS DS DS DS

DS

DS

DSDSDSDS

DS

DS

DS

DS

DS

DS

AA 2

R O O F P L A N

SCALE: 1:125m

5.A 6.A

W3

W1

W1

W3

W3

W3

W1

W1

W1

W1

W1

W1

W1

W4

W4

W5

W3

W3

W3

W3

1 2 3 4 5 6 7 8

NATURAL GRADE LINEELEV = ± 0.00m

GROUND FLOOR LVLELEV = ± 1.00m

SECOND FLOOR LVLELEV = ± 4.20m

THIRD FLOOR LVLELEV = ± 7.40m

FOURTH FLOOR LVLELEV = ± 10.60m

CEILING LN.ELEV = ± 13.80m

TOP OF ROOF BEAMELEV = ± 14.35m

APEX OF ROOFELEV = ± 17.15m

BA 2

F R O N T E L E V A T I O N

SCALE: 1:125m

5.A 6.A

12345678









CA 2

R E A R E L E V A T I O N

SCALE: 1:125m

D1 2

W D12

W D1 2

W D12

W

D1 2

W D12

W D1 2

W D12

W

D1 2

W D12

W D1 2

W D12

W





ROSARIO, PASIG CITY

ROOF PLANREAR ELEVATION

FRONT ELEVATIONLUISITO C. PONCIANO




SET NO.:

A - 3

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I


3 28REYNALDO G. TAGUDANDO

REGIONAL DIRECTOR

81 2 3 4 5 6 7









SEE TRUSS DETAIL

EARTHFILL / EMBANKMENT

CORRIDOR

CORRIDOR

CORRIDOR

SHE (CR)STO

CA 2

C R O S S S E C T I O N

SCALE: 1:125m

CORRIDOR

SHE (CR)

SHE (CR)

SHE (CR)

5.A 6.A

STEEL CASEMENT WINDOW WITH 14" THK. ORD.

CLEAR GLASS

SOLID CORE PANEL DOOR SWINGTYPE w/ TRANSOM, 1

4" THK., ORD.CLR. FIXED GLASS, ON 50x150mm

WOOD JAMBS/FRAMES

WTOILET (DISABLED)

HOLLOW CORE FLUSH TYPE SWING DOOR ON50x150mm YACAL GUIJO JAMB W/ MARINE PLYWOOD

FACING INSIDE AND ORDINARY OUTSIDE COMPLETE W/HARDWARE AND ACCESSORIES

HOLLOW CORE FLUSH TYPE SWING DOOR ON 50x150mm GUIJO/YACAL JAMB w/MARINE PLYWOOD FACING INSIDE AND ORDINARY OUTSIDE COMPLETE W/

HARDWARE AND ACCESSORIES PROVIDE KICK PLATE

TOILET (CUBICLE)

HOLLOW CORE FLUSH TYPE SWING DOOR, (MARINEPLYWOOD, BOTH SIDES) ON 50X100 YACAL/GUIJO DOOR

JAMB COMPLETE WITH HARDWARE ACCESSORIES

D

JALOUSIE TYPE WINDOW WITH 14" THK. ORD. CLR.

GLASS TRANSOMAWNING WINDOW WITH 1

4" THK. ORD. CLEARGLASS

1D2

D3

D4

F.F.L

1W2

W3

F.F.L

DESCRIPTION:

SETS:

LOCATION:

36 SETS

CLASSROOMS

DESCRIPTION:

SETS:

LOCATION:12 SETS

(SHE/HE) / STAIRS

1 SETS

DISABLED

20 SETS

COMFORT ROOM

32 SETS

@ CLASSROOMS

36 SETS

@ CORRIDOR / CLASSROOMS

8 SETS

@ STAIRS / COMFORT ROOM

S C H E D U L E O F D O O R S A N D W I N D O W S

SCALE: 1:40m

AWNING WINDOW WITH FIXEDGLASS PANEL, 14" THK.

TEMPERED CLR. GLASS ONANALOK FINISH ALUMINUM

FRAMING

AWNING WINDOW WITH FIXEDGLASS PANEL, 14" THK.

TEMPERED CLR. GLASS ONANALOK FINISH ALUMINUM

FRAMING

W4

W5

DESCRIPTION:

SETS:

LOCATION:

2 SETS

FACADE

1 SETS

FACADE





ROSARIO, PASIG CITY

SCHEDULE OF DOORS AND WINDOWS

CROSS SECTIONLUISITO C. PONCIANO





SET NO.:

A - 4

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

K J I H G F D B A

NATURAL GRADE LINE

GROUND FLOOR CORRIDORFINISH FLOOR LINE

SECOND FLOOR CORRIDORFINISH FLOOR LINE

THIRD FLOOR CORRIDORFINISH FLOOR LINE

FOURTH FLOOR CORRIDORFINISH FLOOR LINE

CEILING LINE

TOP OF BEAM

ROOF APEX LINE

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W3

W3

W3

W3

W3

W3

W3

W3

AA 4

L E F T S I D E E L E V A T I O N

SCALE: 1:125m

EARTHFILL / EMBANKMENT

FA 6

A A.1 C E F G H I J K

D3

D3

BA 4

R I G H T S I D E E L E V A T I O N

SCALE: 1:125m

EARTHFILL / EMBANKMENTNATURAL GRADE LINE





CEILING LINE

TOP OF BEAM

ROOF APEX LINE

FA 6

AA 6

D12

W

D12

W

D12

W

D12

W

D1 2

W

D1 2

W

D1 2

W

D1 2

W

D12

W

D12

W

D12

W

D12

W

D1 2

W

D1 2

W

D1 2

W

D1 2

W

D12

W

D12

W

D12

W

D12

W





ROSARIO, PASIG CITY

RIGHT SIDE ELEVATIONLEFT SIDE ELEVATION LUISITO C. PONCIANO




SET NO.:

A - 5

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

C F IA A.1 E HG J K

D3

D3

AA 5

L O N G I T U D I N A L S E C T I O N

SCALE: 1:125m

EARTHFILL / EMBANKMENTNATURAL GRADE LINE





CEILING LINE

TOP OF BEAM

ROOF APEX LINE

SEE TRUSS DETAIL

D3

D3

D3

D4

D4

D4

FA 6

BLOW UP PLAN @ S TAGE WITH S TAIR SD

SCALE: 1:75mA 5

12

1 2 3 4 5

12

12345

STAGEPLAIN CEMENT FIN

ELEV = + 0.90m

UP

UP

UP

UP

W W1 1

ELEV = + 0.54m ELEV = + 0.54m

ELEV = + 0.00m ELEV = + 0.00m

PLANT BOXPBPB PBPB

PB PB

C

8A

4 5 6 7 8

A

5.A 6.A

F R O N T E L E V A T I O N @ S T A G EC

SCALE: 1:100mA 5

W1

W1

5 6 7 85.A 6.A

S E C T I O N

SCALE: 1:50mA 8

B





ROSARIO, PASIG CITY

LONGITUDINAL SECTIONBLOW UP PLAN @ STAGE

FRONT ELEVATION @ STAGESECTION


ENGINEER III



SET NO.:

A - 6

CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I



REGIONAL DIRECTOR

75





ROSARIO, PASIG CITY

ICONIC DESIGN ELEVATIONCURVE PRATT TRUSS DETAIL

HANDRAIL DETAILBLOW UP DETAIL

TAPERED COLUMN DETAIL


ENGINEER III



SET NO.:

A - 7

CURVE PRATT TRUSS DET.

AD

TAPERED COLUMN DET.

AC

BLOW-UP DET.

AE

6

6

6

HANDRAIL ELEVATIONA

A6

BLOW UP DETAILA

B6

ICONIC DESIGN ELEVATION

AF

6CONCURRED BY:


PAGCOR



PREPARED BY:


DATA ENCODER I


7

-


REGIONAL DIRECTOR

678

1211109

W

123456

1211D3STO

3

UP

A

A.1

B

2 3

@ GROUND FLOOR

678

1211109

W

123456

1211

3

UP

@ SECOND TO THIRD FLOOR

A

A.1

B

2 3

DN

678

1211109

W

123456

1211

3

@ FOURTH FLOOR

1413 1615

A

A.1

B

2 3

DN

B L O W U P P L A N @ S T A I R SA

SCALE: 1:50mA 8





ROSARIO, PASIG CITY


ENGINEER III



SET NO.:



PREPARED BY:


DATA ENCODER I


BLOW UP PLAN @ STAIRSNOSING DETAIL

CRASH RAILING DETAILSTAIR DETAIL

CRASH RAILING DETAILAC

8

AB8

NOSING DETAIL

STAIR DETAILAD

8

8 28

CONCURRED BY:


PAGCOR


D3C

D

3

A' A'

B'

B' A

A.1

BD3

FEM

ALE

(CR)

FF2

D4

D4

D4

W3

W3

1 2C'

C'

D'D'

W3

W3

W3

D

D3

D4

D4

FF2W3

1 2

C

E' E'

F'

F'

MALE (CR)





ROSARIO, PASIG CITY


ENGINEER III



SET NO.:



PREPARED BY:


DATA ENCODER I


C.R. DETAIL @GROUND FLOOR DETAIL(PWD) / C.R. DETAIL @GROUND FLOORDETAIL (SHE) / C.R. DETAIL @GROUNDFLOOR DETAIL (HE) / SECTION A' - A' /

SECTION B' - B' / SECTION C' - C' /SECTION D' - D' / SECTION E' - E' /

SECTION F' - F'

C.R. DETAIL @ GROUND FLOOR (PWD)C.R. DETAIL @ GROUND FLOOR (HE)

AC

9

SECTION B'- B'AF9

SECTION A'- A'AG

9

SECTION C'- C'AE9

SECTION D'- D'AH

9

SECTION F'- F'

SECTION E'- E'A

I9

AA9

C.R. DETAIL @ GROUND FLOOR (SHE)AB9

AD

9

289

AA10

AB10

AC10

CONCURRED BY:


PAGCOR


CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:


ENGINEER III



REYNALDO G. TAGUDANDOREGIONAL DIRECTORMANUEL Y. MADRID

ENGINEER II

REPUBLIC OF THE PHILIPPINES




ROSARIO, PASIG CITY

CONSTRUCTION OF (4) FOUR STOREY (20)TWENTY CLASSROOM SCHOOL BUILDING STA.

ELENA HIGH SCHOOL, MARIKINA CITY

LOCATION / NAME OF PROJECT :

PREPARED BY:

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