10.pdf
TRANSCRIPT
AA 1
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
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
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 10CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
PREPARED BY:
DRAWN BY:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
BLOW UP DETAILS
BLOW UP DET.AA10
BLOW UP DET.AC10
BLOW UP DET.AB10
2810
CONCURRED BY:
DANILO M. MARCIALSPECIAL PROJECT ENGINEER
PAGCOR
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
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
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
A - 11
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
2811
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
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
100 mm 250mm EACH WAY
100 mm 200mm EACH WAY
100 mm 175mm EACH WAY
100 mm 150mm 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
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
GENERAL CONSTRUCTIONNOTES
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 1CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
FOR SIZE AND SPACING OF HOR.
AND VERTICAL BARS SEE
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
FOR SIZE AND SPACING OF HOR.
AND VERTICAL BARS SEE
CONSTRUCTION NOTES.
INTERSECTION WALL INTERSECTING R.C COL. OR WALL
TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING
ELEVATION
(D
OW
EL)
FOR SIZE AND SPACING OF HOR.
AND VERTICAL BARS SEE
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.)
DOWEL BARS TO MATCH CHB
VERT. BARS
3 - 10 BARS (AS SHOWN)
10 BOTT. BARS @ 300 O.C.
DOWEL BARS TO MATCH CHB
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)
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
STRUCTURAL SPECIFICATIONS
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 2CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
FOUNDATION PLAN MAT FOOTINGSECOND FLOOR FRAMING PLAN
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 3CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
THIRD FLOOR FRAMING PLANFOURTH FLOOR FRAMING PLAN
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 4CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
ROOF FRAMING PLANROOF BEAM FRAMING PLAN
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 5CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
SCHEDULE OF SLAB
TYP. SLAB ELEVATION
TRANSVERSE BEAM
REINFORCEMENTDETAIL
TYP. ARRANGEMENT OF
LONGITUDINALREINFORCEMENT
STAIR DETAILS
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 6CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
FIRST 10 @ 100mm, NEXT 4 @ 150mm
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
FIRST 10 @ 100mm, NEXT 4@150mm
REST @ 250mm O.C.
FIRST 10 @ 100mm, NEXT 4@150mm
REST @ 250mm O.C.
FIRST 10 @ 100mm, NEXT 4@150mm
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
FIRST 8 @ 100mm, NEXT 4 @ 150mm
REST @ 200mm O.C.
FIRST 8 @ 100mm, NEXT 4 @ 150mm
REST @ 200mm O.C.
FIRST 8 @ 100mm, NEXT 4 @ 150mm
REST @ 200mm O.C.
FIRST 5 @ 100mm, NEXT 4 @ 150mm
REST @ 200mm O.C.
1 - 16
1 - 16
FIRST 10 @ 100mm, NEXT 4 @ 150mm
REST @ 200mm O.C.
FIRST 10 @ 100mm, NEXT 4 @ 150mm
REST @ 200mm O.C.
3
2
3
2
FIRST 10 @ 100mm, NEXT 4 @ 150mm
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.
3 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,
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.
3 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,
REST @ 200MM O.C.
40mm CONCRETE COVER
500
500
12- 20mm DIA.
3 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,
REST @ 200MM O.C.
40mm CONCRETE COVER
3 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,
470
470
8 - 25mm DIA.
75mm CONCRETE COVER
2 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,
REST @ 200mm O.C.
40mm CONCRETE COVER
2 SETS 10mm DIA. TIES, FIRST 10 @ 100mm,
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.
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
ELEVATION OF CLOMUN
SECTION - 1
SCHEDULE OF BEAMS
TYPICAL TRUSS ACHORAGE DETAIL
MAT FOOTING SECTION DETAIL
SCHEDULE OF COLUMNS
DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 7CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
D E T A I L O F T - 2SCALE: 1:50m8
C
C
ES
D E T A I L O F T - 3SCALE: 1:50m8
1
1
2
LEGEND:
1
2
-
-
2" G.I. PIPE
CURVE PRATT TRUSS; 1-1/2"∅ G.I.
PIPE VERT. & DIAGONAL
WEB MEMBERS
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
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:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 8CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
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
GROUND FLOOR PLANSECOND FLOOR PLAN
PREPARED BY:
DRAWN BY:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
A - 2
CONCURRED BY:
DANILO M. MARCIALSPECIAL PROJECT ENGINEER
PAGCOR
CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
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
D E T A I L O F H T - 1SCALE: 1:50m9
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
D E T A I L O F H T - 4SCALE: 1:50m9
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
D E T A I L O F H T - 3SCALE: 1:50m9
B
B
B
B
B
C
C
C
C
C
C
C
C
C
C
C
A A A A
C
JS
D E T A I L O F H T - 5SCALE: 1:50m9
B
B
B
B
B
C
C
C
C
C
CC
C
C
C
C
C
A A A A
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
DETAIL OF LT - 1
DETAIL OF HT - 1 TO HT -5
DETAIL OF G1 - G3, PARAPPET AND
TRUSS DETAIL DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 9CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
GS
D E T A I L O F G - 1SCALE: 1:30m9
FS
D E T A I L O F G - 2SCALE: 1:30m9
ES
D E T A I L O F G - 3SCALE: 1:30m9
"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
DS
PARAPET AND TRUSS DETAILSCALE: 1:30m9
20 28
8
AA.1CE
RAMP UP
SHEET CONTENT: SHEET NO.:CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:PREPARED BY:PROJECT/LOCATION:REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
ROSARIO, PASIG CITY
DETAIL - ELEVATION OF RAMP
PLAN OF RAMP
SPOT DETAIL 'A - A'
SPOT DETAIL 'B - B' DESIGNED BY:
DRAWN BY: CHARLES MARINDATA ENCODER I
MANUEL Y. MADRIDENGINEER II
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
SET NO.:
S - 10CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
"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
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
32mmØ C ( 2-22mm2THHN )
TO MDP-3
DPB
32mmØ C ( 2-22mm2THHN )
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 :
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
GENERAL NOTES, RISER DIAGRAM,SCHEDULE OF PANELBOARD LUISITO 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.:
E - 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:CHARLES MARIN
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
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
GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR LIGHTING LAYOUT LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
E - 2
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:CHARLES MARIN
DATA ENCODER I
ANTHONY C. GONZALESENGINEER II
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
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
GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR POWER LAYOUT LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
E - 3
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:CHARLES MARIN
DATA ENCODER I
ANTHONY C. GONZALESENGINEER II
2824REYNALDO G. TAGUDANDO
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
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
GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR SEWER LINE LAYOUT LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
P - 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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
2825REYNALDO G. TAGUDANDO
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
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
GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR WATER LINE LAYOUT LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
P - 2
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
2826REYNALDO G. TAGUDANDO
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
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
GROUND FLOOR & TYPICAL 2ND TO 4THFLOOR STORM DRAINAGE LAYOUT LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
P - 3
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
2827REYNALDO G. TAGUDANDO
REGIONAL DIRECTOR
SCALE : NOT TO SCALE
SCALE : NOT TO SCALE
SCALE : NOT TO SCALE
SCALE : NOT TO SCALE
SCALE : NOT TO SCALE
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
GENERAL NOTES, LEGENDS,CATCH BASINDETAILS, AND SEPTIC TANK DETAILS LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
P - 4
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
2828REYNALDO G. TAGUDANDO
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
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
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
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
ROOF PLANREAR ELEVATION
FRONT ELEVATIONLUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 3
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
3 28REYNALDO G. TAGUDANDO
REGIONAL DIRECTOR
81 2 3 4 5 6 7
SECOND FLOOR LVLELEV = ± 4.20m
GROUND FLOOR LVLELEV = ± 1.00m
NATURAL GRADE LINEELEV = ± 0.00m
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
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
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
SCHEDULE OF DOORS AND WINDOWS
CROSS SECTIONLUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 4
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
4 28REYNALDO G. TAGUDANDO
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
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
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
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
RIGHT SIDE ELEVATIONLEFT SIDE ELEVATION LUISITO C. PONCIANO
OIC - CHIEF PLANNING AND DESIGN SECTIONENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 5
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
5 28REYNALDO G. TAGUDANDO
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
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
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
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
LONGITUDINAL SECTIONBLOW UP PLAN @ STAGE
FRONT ELEVATION @ STAGESECTION
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 6
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
6 28REYNALDO G. TAGUDANDO
REGIONAL DIRECTOR
75
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
ICONIC DESIGN ELEVATIONCURVE PRATT TRUSS DETAIL
HANDRAIL DETAILBLOW UP DETAIL
TAPERED COLUMN DETAIL
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
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:
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:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
7
-
28REYNALDO G. TAGUDANDO
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
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
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 8CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
PREPARED BY:
DRAWN BY:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
BLOW UP PLAN @ STAIRSNOSING DETAIL
CRASH RAILING DETAILSTAIR DETAIL
CRASH RAILING DETAILAC
8
AB8
NOSING DETAIL
STAIR DETAILAD
8
8 28
CONCURRED BY:
DANILO M. MARCIALSPECIAL PROJECT ENGINEER
PAGCOR
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
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)
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
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
SET NO.:
A - 9CONSTRUCTION OF (4) FOUR STOREY(20) TWENTY CLASSROOM SCHOOL
BUILDING STA. ELENA HIGH SCHOOL,MARIKINA CITY
PREPARED BY:
DRAWN BY:CHARLES MARIN
DATA ENCODER I
MANUEL Y. MADRIDENGINEER II
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:
DANILO M. MARCIALSPECIAL PROJECT ENGINEER
PAGCOR
REYNALDO G. TAGUDANDOREGIONAL DIRECTOR
CHECKED BY: SUBMITTED BY: RECOMMENDING APPROVAL: APPROVED BY:
LUISITO C. PONCIANOOIC - CHIEF PLANNING AND DESIGN SECTION
ENGINEER III
EULOGIO V. YDIOOIC - ASSISTANT DISTRICT ENGINEER
ROBERTO S. NICOLASDISTRICT ENGINEER
REYNALDO G. TAGUDANDOREGIONAL DIRECTORMANUEL Y. MADRID
ENGINEER II
REPUBLIC OF THE PHILIPPINES
NATIONAL CAPITAL REGION
FIRST METRO MANILA ENGINEERING DISTRICT
WEST BANK ROAD, MANGGAHAN FLOODWAY
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: