73.pdf

REPUBLIC OF THE PHILIPPINES

NATIONAL CAPITAL REGION

WEST BANK ROAD, MANGGAHAN FLOODWAY

ROSARIO, PASIG CITY

PROJECT/LOCATION:

CONSTRUCTION OF MULTI-PURPOSE BUILDING

BRGY. CONCEPCION DOS, MARIKINA CITY

NAME OF PROJECT SHEET CONTENT

AS SHOWN

PREPARED BY CHECKED BY REC. APPROVAL APPROVED SET NO. SHEET NO.

ROBERTO S. NICOLAS

DISTRICT ENGINEER

1

MANUEL Y. MADRID

ENGINEER II

LUISITO C. PONCIANO

OIC/CHIEF, PLANNING & DESIGN SECTION

ENGINEER III




ROSARIO, PASIG CITY

EULOGIO V. YDIO

OIC/ASST. DISTRICT ENGINEER

ENGINEER III



PROPOSED CONSTRUCTION OF

ONE(1)-STOREY MULTI-PURPOSE BUILDING

SITE

18

.0

0

30.00

C R E A M S T R E E T

VICINITY MAP

SUMMARY OF QUANTITIES

SITE DEVELOPMENT PLAN


AS SHOWN


ROBERTO S. NICOLAS

DISTRICT ENGINEER

2

MANUEL Y. MADRID

ENGINEER II




ROSARIO, PASIG CITY



J

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CONCEPCION DOS

BARANGAY HALL

BUILDING

E N I G I U M S C H O O L

P I O

D

E

L

P

I L

A

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S

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MARIKINA CONVENTION

CENTER BUILDING

5.0

0

(S

ET

B

AC

K)

C O N C R E T E S I D E W A L K

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LUISITO C. PONCIANO


ENGINEER III

EULOGIO V. YDIO


ENGINEER III


AS SHOWN


ROBERTO S. NICOLAS

DISTRICT ENGINEER

3

MANUEL Y. MADRID

ENGINEER II




ROSARIO, PASIG CITY



18.00

6.00 6.00 6.00 6.00 6.00

30.00

6.00

6.00

6.00

1.50

15.00

1.50

1.0028.001.00

FLOOR PLAN

SCALE: 1:100 MTS

QOUNSET ROOF

STAINLESS GUTTER(SEE DETAIL 1)

TYP. FRONT & REAR ELEVATION

SCALE: 1:100 MTS

FAMILY GYM

STAINLESS STEEL SIGNAGES PROVIDED WITH

SIDINGS & REFLECTORIZED OVEN-BAKED PAINT

FINISH, FULLY WELD AT STAINLESS STEEL SHEET,

OVEN-BAKED PAINT BACKGROUND

FINISH COURT LEVEL

ELEV. +0000 MM

TOP OF ROOF

ELEV. +9500 MM

TOP OF LINTEL BEAM

ELEV. +6700 MM

TOP OF BEAM 2

ELEV. +5000 MM

TOP OF BEAM 1

ELEV. +3000 MM

LUISITO C. PONCIANO


ENGINEER III

EULOGIO V. YDIO


ENGINEER III


AS SHOWN


ROBERTO S. NICOLAS

DISTRICT ENGINEER

4

MANUEL Y. MADRID

ENGINEER II




ROSARIO, PASIG CITY



GENERAL CONSTRUCTION NOTES

GENERAL 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. CONSTRUCTION MATERIALS SHALL NOT BE STORED ON PURED FLOORS OR ROOF. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THIS REQUIREMENT IS MET.

6. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE PROPER ALIGNMENT OF

THE STRUCTURE AFTER INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS.

7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST APPLICABLE

STANDARDS OR SPECIFICATIONS ALL WORKS SHALL CONFORM WITH BEST PRACTICE

PREVAILING IN THE VARIOUS TRADES.

8. INSPECTION - ALL WORKMANSHIP AND CONSTRUCTION SHALL BE SUBJECT TO INSPECTION

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

HAVE THE RIGHT TO REJECT DEFECTIVE MATERIALS AND WORKMANSHIP OR REQUIRE ITS

CORRECTION.

9.UNLESS SPECIFICALLY DETAILED ELSEWHERE SHALL FOLLOW TYPICAL DETAILS AS SHOWN

IN THIS DRAWINGS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK AIMING THE

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

ALL WORKS WITHIN THE AVAILABLE SPACE.

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

REQUIREMENTS SHALL GOVERN OVER UNSCALED DRAWINGS.

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

COORDINATED WITH ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS SHALL BE

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

13. THE CONTRACTOR IS GIVEN THE OPTION TO UTILIZE ALTERNATIVE METHODS OF DESIGN

AND ALTERNATIVE METHOD OF CONSTRUCTION AS DEEMED SUITABLE PROVIDED THAT SUCH

OPTION IS IN CONFORMANCE TO THE DESIGN CONCEPT OF THE PROJECT AND IN COMPLIANCE

WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.

DESIGN CRITERIA

A1. ROOF

DEAD LOAD 939.83 Pa

LIVE LOAD 166.09 Pa

B2. WIND LOADS

WL = 4.729 X 10 ^8 V^2 Ch

V = 200 Kph

WHERE:

WL = BASIC WIND PRESSURE

Ch = HEIGHT CORRECTION FACTOR

C3. SEISMIC LOADS

V = ZKCWIS

WHERE:

W = DEAD WEIGHT OF STRUCTURE

Z = ZONE COOFECIENT

C = NUMERICAL COOFECIENT

I = OCCUPANCY IMPORTANCE FACTOR

S = NUMERICAL COOFECIENT FOR SITE RESONANCE

A. DESIGN

B1. CONCRETE

a. FOR COLUMNS AND FOOTINGS

f'c = 20.94 MPa, f'c = 9.308 MPa

b. FOR SLAB ON FILL

f'c = 20.94 MPa, f'c =9.308 MPa

B2. STEEL REINFORCING BARS

NOTE:

(ALL MILD STEEL STEEL SHALL BE STRUCTURAL GRADE

DEFORMED BARS CONFORMING TO ASTM A = 65)

a. FOR BARS SMALLER THAN 16MMØ

fy = 30.264 MPa, fs = 124.106 MPa

b. FOR BARS LARGER THAN 16MMØ

fy = 344.738 MPa, fs = 137.895 MPa

c. STRUCTURAL STEEL fy = 137.895 MPa

d. WELDS E = 70 ELECTRODES

B3. FOUNDATION

a. ASSUMED SOIL BEARING CAPACITY OF 95.76 KPa AT 1.80 METERS

BELOW THE EXISTING NATURAL GRADE LINE.

NOTE:

a.1. IN CASE ACTUAL SOIL BEARING CAPACITY IS FOUND

LESS THAN THEN NOTIFY THE STRUCTURAL ENGINEER

OR PROPER AUTHORITIES FOR PROPER REVISION OF

FOOTINGS.

a.2. SUBMIT SHOP DETAIL OF STRUCTURAL FRAME TO THE

DIRECTOR, BUREAU OF DESIGN FOR APPROVAL PRIOR

TO FABRICATION.

b. NO FOOTING SHALL REST ON FILL.

C. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE

75MM CLEAR DEPOSITED AGAINTS A FORMWORK.

D. BACKFILL SHALL BE PLACED IN 200MM LAYERS. EACH LAYER

SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS PER

ASTM D1557 WITH SUBGRADE MODULUS VALUE OF K = 0.0475MPa/mm

(K = 175 lbs/sq. in/in). USE SELECTED BORROW MATERIAL WITH

UNIFIED SOIL CLASSIFICATION OF SC OR SM.

B. DESIGN STRESSES

CONSTRUCTION NOTES

1. SHOP DRAWINGS FOR STRUCTURAL STEEL WORKS AND FOR CONCRETE SHALL BE SUBMITTED

TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION.

2. CONSTRUCTION JOINTS NOT INDICATED ON THE DRAWINGS, SHALL BE MADE SO AS TO AT

LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND SHALL BE SUBJECT FOR APPROVAL OF

THE ENGINEER.

3. BEFORE POURING OF CONCRETE, CHECK WITH ALL TRADES FOR PLACEMENT OF OPENINGS,

SLEEVES, CURBS, CONDUITS, ITEMS EMBEDDED IN OR ATTACHED TO THE CONCRETE.

4. REINFORCING STEEL BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIALS LIKELY

TO IMPAIR BOND.

5. REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING OF

CONCRETE OR APPLYING MORTAR OR GROUT.

6. UNLESS SHOWN OTHERWISE, SPLICING OF REINFORCEMENT IN BEAMS AND COLUMNS SHALL

BE 40 BAR DIAMETERS, BUT NOT LESS THAN 600MM, LAP SPLICE SHALL BE STAGGERED WHERE

POSSIBLE AT 1200MM MINIMUM CENTER-TO-CENTER DISTANCE ALONG THE LONGITUDINAL AXIS

OF THE FRAME MEMBER.

7. ALL EXCAVATION, BACKFILLING AND COMPACTION SHALL BE INSPECTED AND APPROVED BY

THE ENGINEER BEFORE PROCEEDING WITH RELATED WORKS.

8. FORM SETTING SHALL BE CHECKED FOR FULL BEARING PREPARED BASE, ADEQUACY OF

CLAMPS, BRACES AND SPREADERS AS APPLICABLE, ALIGNMENT AND CONFORMITY WITH

REQUIRED DIMENSION OF THE STRUCTURE.

NOTES ON ROOF CONSTRUCTION

1. IN ACTUAL FABRICATION OF STEEL TRUSSES, MEMBERS MEETING AT A POINT SHALL HAVE

THEIR GRAVITY AXIS INTERSECT AS NEARLY AS PRACTICABLE AT A COMMON POINT.

2. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACINGS AND SHORING, MAKE

ACTUAL MEASUREMENTS IN THE FEILD PRIOR TO FABRICATION/INSTALLATION OF ALL TRUSSES.

NOTES ON MATERIALS

1.CONCRETE: MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS, f'c = 21 MPa(3,000 PSI)

FOR ALL STRUCTURAL ELEMENTS.

2. ANCHOR BOLTS SHALL COMPLY WITH ASTM A - 325.

ORDINARY BOLTS SHALL COMPLY WITH ASTM A - 307.

B1

2.0

1

3.1

13

.0

0

1.62

B1

B2

LINTEL BEAM

G.I PLAIN SHEET LOUVER

(SEE DETAIL)

QOUNSET ROOFING

STAINLESS GUTTER

(SEE DETAIL 1)

TYP. RIGHT & LEFT ELEVATION

SCALE:

1:100 MTS

LONGITUDINAL SECTION THRU "A"

SCALE: 1:100 MTS

LUISITO C. PONCIANO


ENGINEER III

EULOGIO V. YDIO


ENGINEER III

FINISH COURT LEVEL

ELEV. +0000 MM

TOP OF ROOF

ELEV. +9500 MM

TOP OF LINTEL BEAM

ELEV. +6700 MM

TOP OF BEAM 2

ELEV. +5000 MM

TOP OF BEAM 1

ELEV. +3000 MM

FINISH COURT LEVEL

ELEV. +0000 MM

TOP OF ROOF

ELEV. +9500 MM

TOP OF LINTEL BEAM

ELEV. +6700 MM

TOP OF BEAM 2

ELEV. +5000 MM

TOP OF BEAM 1

ELEV. +3000 MM

0.3

0


AS SHOWN


ROBERTO S. NICOLAS

DISTRICT ENGINEER

5

MANUEL Y. MADRID

ENGINEER II




ROSARIO, PASIG CITY



C1-F1

C1-F1

C1-F1

C1-F1

C1-F1

C1-F1

C1-F1

C1-F1

C2-F2

C2-F2

C2-F2

C2-F2

C2-F2

C2-F2

C2-F2

C2-F2

6.00

6.00

6.00 6.00

6.00

6.00

6.00

6.00

18.00

30.00

100MM THK SLAB ON FILL W/ 12MMØ BAR

@ EVERY 0.40M. O.C.

GB

GB

GB GB

6.00

6.00

6.00 6.00

6.00

6.00

6.00

6.00

18.00

30.00

B1

B1

B1

B1

6.00

6.00

6.00 6.00

6.00

6.00

6.00

6.00

18.00

30.00

LINTEL BEAM(SEE SCHEDULE)

B2

B2

B2

B2

LINTEL BEAM(SEE SCHEDULE)

FOUNDATION PLAN

SCALE: 1:150 MTS

B2/LINTEL BEAM FRAMING PLAN

SCALE: 1:150 MTS

B1 FRAMING PLAN

SCALE: 1:150 MTS

MARK

THK.

(mm)

SIZE(m)

F-1

F-2

NOTE: NO FOOTING SHOULD REST ON BACKFILL MATERIALS

300

300

WIDTH

3.00

3.00

LENGTH

3.00

3.00

BOTTOM BARS

BAR"W"

15-16MMØ

15-16MMØ

BAR"L"

15-16MMØ

15-16MMØ

DEPTH

OF

EXCAVATION

3.00M

3.00M

REMARKS

ISOLATED FTG.

ISOLATED FTG.

SCHEDULE OF FOOTING

MARK

B-1

B-2

NOTE: STIRRUPS AA 10MMØ 1@50MM, 2@100MM, REST @ 150MM O.C.

LEFT SUPPORT

TOP

8

5

BOTTOM

4

3

DIMENSION

B x D(mm)

3.00M

3.00M

STIRRUPS

AA

AA

SCHEDULE OF BEAM

LINTEL 2 2 3.00M AA

GRADE

BEAM

5 3 3.00M AA

MIDSPAN

TOP

4

3

BOTTOM

8

2 2

3 5

RIGHT SUPPORT

TOP

8

5

BOTTOM

4

2 2

5 3

5 3

BAR(mm) Ø

TOP

25

20

BOTTOM

25

16 16

25 25

20

LUISITO C. PONCIANO


ENGINEER III

EULOGIO V. YDIO


ENGINEER III


AS SHOWN


ROBERTO S. NICOLAS

DISTRICT ENGINEER

6

MANUEL Y. MADRID

ENGINEER II




ROSARIO, PASIG CITY



16MMØ ROUND BAR(LACING)

3-76MMØ SCH. #40 G.I. PIPE

SECTION

12MMØ ROUND BAR BUILT-UP STRUT

STOPPER DETAIL

6MM THK. x 1-1/2" x 1-1/2" ANGLE

ISOMETRIC VIEW

FLAT BAR (GUTTER FRAME)

STAINLESS GUTTER

FLAT BAR

CONCRETE BEAM

16MMØ X 0.30M LONG ANCHOR BOLT(A307)

@ 600MM O.C. WITH DOUBLE NUT & WASHER

300MM X 6MM THK. CONTINOUS PLATE

6MM THK. STIFFINER PLATE SPACED @ 600MM O.C.

25MMØ X 6MM THK. CONTINOUS PLATE

12MMØ BUILT-UP STRUT

L50 X 50 X 6MM THK. CONTINOUS

DETAILS OF ANCHORAGE

SCALE: 1:10 MTS

DETAILS OF TRILLON

SCALE: 1:10 MTS

DETAIL-2

LOUVER'S (BENDED G.I. SHEET)

QUONSET ROOFING

CONCRETE BEAM & COLUMN

16MMØ ANCHOR BOLT x 0.45m WITH DOUBLE NUT @ 0.60M. O.C.

PLAIN SHEET

DETAIL-2

250MM x 6MM THK. CONTINUOUS PLATE(TOP OF BEAM)

DETAIL-2DETAIL-1

SCALE: 1:20 MTS.

SCALE: 1:20 MTS.

1/4X1 FLAT BAR GUTTER

4"Ø PVC PIPE DOWNSPOUT

GA#24 STAINLESS GUTTER

SUPPORT/HOLDER @1.0M. O.C.

2"X6" TUBULAR BAR

G.A 24 PRE-PAINTED PLAIN SHEETS (LOUVER)

BEAM

CO

LU

MN

GA# 24 PRE-PAINTED PLAINSHEETS

FOR LOUVER FRAME

DETAILS OF FOOTINGS(F1)

SCALE: 1:50 MTS

0.24

0.2

4

3

0

°

0.24

4-25MM REBARS

8-25MM REBARS

5-20MM REBARS

3-20MM REBARS

2-16MM EXTRA BARS

5-25MM REBARS

3-25MM REBARS

0.40

LUISITO C. PONCIANO


ENGINEER III

EULOGIO V. YDIO


ENGINEER III

0

.

2

4

0.10 THK. GRAVELFILL0.10 THK. GRAVELFILL

0.3

0

0.3

0


AS SHOWN


ROBERTO S. NICOLAS

DISTRICT ENGINEER

7

ANTHONY C. GONZALES

ENGINEER II




ROSARIO, PASIG CITY



ELECTRICAL LIGHTING LAYOUT

SCALE: 1:100 MTS

LUISITO C. PONCIANO


ENGINEER III

EULOGIO V. YDIO


ENGINEER III

WATTS

CKT NO.

1

DESCRIPTION VOLTS

SIZE OF WIRE AND PIPE

230

800

SCHEDULE OF LOAD

SERVICE ENTRANCE

RISER DIAGRAM

15AT

100AT

1

15AT

15AT 30AT

30AT

3

5

2

4

M2-8.00mm² THW AWG WIRE

IN 1-1"Ø RSC PIPE

LIGHTING OUTLET

AMPERE

1.73 A

BRANCH

15 AT

PROTECTION

2-2.0mm² THW AWG @ 15mmØ PIPE

2 230

800- do -

3.47 A 15 AT- do -

3 230

800 3.47 A 15 AT- do -

CONVENIENCE OUTLET

2-3.5mm² THW AWG @ 15mmØ PIPE

4 230

1440 7.82 A 30 AT

6

SPARE

It @ 85%D.F. = 5,280 x 0.85 = 19.51 A

230

USE : 1-100AT 2P 100AF 230V

2-8.0mm² THW AWG ELECTRICAL WIRE

1-1"Ø RSC

1-2.0mm² THW AWG FOR GROUND

GROUND

M

GENERAL NOTES & SPECIFICATION

ALL WORKS SHALL COMPLY WITH THE PROVISION OF THE LATEST EDITION OF

THEPHILIPPINE ELECTRICAL CODE WITH THE RULES AND REGULATIONS OF THE NATIONAL

AND LOCAL AUTHORITIES CONCERNED WITH ENFORCEMENT OF THE ELECTRICAL LAWS AND

ORDINANCES AND THE RULES AND REGULATIONS OF UTILITY COMPANIES CONCERNED.

1. SERVICE TO THE BUILDING SHALL BE 230V SINGLE PHASE 2-WIRE.

2. SERVICE ENTRANCE SHALL BE INTERMEDIATE METAL CONDUIT.

3. SMALLEST BRANCH CIRCUIT WIRE SHALL BE 3.5MM THHN AMD THE SMALLEST

RACEWAY SHALL BE 15MM TRADE SIZE UNLESS OTHERWISE INDICATED WIRES SHALL BE

INSULATED FOR 600V.

4. ALL MATERIALS TO BE USE SHALL BE NEW AND APPROVED TYPE FOR LOCATION AND

PURPOSED.

5. NO BRANCH CIRCUIT SHALL HAVE A LOAD OF MORE THAN 80% RATINGS.

6. MOUNTING HEIGHT SHALL BE AS FOLLOWS:

A. LIGHT CONTROL SWITCH - 1.40M ABOVE F.F.L. @ CENTER.

B. DUPLEX CONVENIENCE OUTLET - 0.30M ABOVE F.F.L. @ CENTER

C. SPECIAL PURPOSED OUTLET - AS REQUIRED BY EQUIPMENT SERVED.

LEGEND:

- WEATHERPROOF CONVENIENCE OUTLET

- SERVICE ENTRANCE

- METER BASE

- CIRCUIT NUMBER

1

- 200W CFL

- PANEL BOARD

Wp

5 230

1440 7.82 A 30 AT- do -

- do -

- do -

SPARE

6

ELECTRICAL POWER LAYOUT

SCALE: 1:100 MTS

Wp Wp Wp Wp

Wp Wp Wp Wp

P

P

1

2

3

4

5

P

73.pdf

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