CONSTRUCTION OF MULTI - PURPOSE BUILDING (SENIOR … · 2021. 1. 24. · combined footing detail schedule of footing tb - 1 detail. fin. floor line. t d. nat. grd. ln. l l. x - bars

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE NO. 3

BULACAN 1ST DISTRICT ENGINEERING OFFICE

Tikay, City of Malolos, Bulacan

C.Y. 2021 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR

CONSTRUCTION OF MULTI - PURPOSE BUILDING (SENIOR CITIZEN BUILDING)

at BARANGAY BABATNIN, MALOLOS , BULACAN

MALOLOS CITY, BULACAN

SUBMITTED:

DATE:

APPROVED:

HENRY C. ALCANTARA

OIC-DISTRICT ENGINEER

DATE:

RECOMMENDED:

ARISTOTLE B. RAMOS

ASSISTANT DISTRICT ENGINEER

DATE:

NORBERTO L. SANTOS

CHIEF, DESIGN and PLANNING SECTION

Annex "B - 1"

SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.

DATE:

REVIEWED:DRAFTED:

PREPARED:

SHEET CONTENTS:PROJECT NAME AND LOCATION:






PERSPECTIVE VIEW

SITE DEVELOPMENT PLAN

VICINITY MAP

TABLE OF CONTENTS

MARK LESTER S. CASTRO

ENGINEER II, PLANNING AND DESIGN

ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS

CHIEF, PLANNING AND DESIGN

DATE:

HENRY C. ALCANTARA

CONSTRUCTION OF MULTI - PURPOSE BUILDING

(SENIOR CITIZEN BUILDING) AT

BARANGAY BABATNIN, MALOLOS, BULACANOIC, DISTRICT ENGINEER

DATE:

ROJEANE ANN R. DE LEON

ENGINEER I

PAUL JAYSON F. DUYA

ENGINEER II

MECHANICAL

ELECTRICAL

SANITARY

STRUCTURAL

ARCHITECTURAL

LINE and GRADE

LAND USE and ZONING

TABLEOF

CONTENTS


OFFICE OF THE CITY / MUNICIPALENGINEERING / BUILDING OFFICIAL

DISTRICT / CITY / MUNICIPALITY

A - 1 PERSPECTIVE VIEW

SUMMARY OF QUANTITIES

SITE DEVELOPMENT PLAN

VICINITY MAP

TABLE OF CONTENTS

A - 2 GROUND FLOOR PLAN

SECOND FLOOR PLAN

FRONT ELEVATION

REAR ELEVATION

SCHEDULE OF FLOOR FINISHES

A - 3 LEFT SIDE ELEVATION

RIGHT SIDE ELEVATION

SCHEDULE OF DOORS & WINDOWS

STAIR DETAILS

A - 4 REFLECTED CEILING PLAN

PERSPECTIVE CEILING

SECTION (CEILING)

S - 1 FOUNDATION PLAN

SCHEDULE OF COLUMN

COMBINED FOOTING SECTION

SCHEDULE OF FOOTING

TB - 1 DETAIL

S - 2 SECOND FLOOR FRAMING PLAN

SCHEDULE OF BEAM

TYPICAL BEAM DETAIL

SCHEDULE OF SLAB

TYPICAL SLAB DETAIL

S - 3 GENERAL CONSTRUCTION NOTES

S - 4 GENERAL CONSTRUCTION NOTES

E - 1 GROUND FLOOR LIGHTING LAYOUT

GROUND FLOOR POWER LAYOUT

GENERAL NOTES

SCHEDULE OF LOADS

ELEC'L LEGEND

PANEL BOARD DIAGRAM

CIRCUIT BREAKER DIAGRAM

P - 1 FLOOR WATER LAYOUT

FLOOR PLUMBING LAYOUT

LEGEND

GENERAL PLUMBING NOTES

DPWH PROJECT BILLBOARD

COA PROJECT BILLBOARD

BUNKHOUSE DETAIL

PERSPECTIVE VIEW1

A-1

SCALE: NTS.

SITE DEVELOPMENT PLAN2

A-2

SCALE: NTS.

1

11

1

A 4

B A R A N G A Y R O A D

S C H O O L H A L L W A Y

VICINITY MAP3

A-3

SCALE: NTS.

SUMMARY QUANTITIES

BARANGAY HALL

BABATNIN

ELEMENTARY

SCHOOL

DAY

CARE

CENTER

DATE: 01/19/2021

DATE: 01/19/2021

AutoCAD SHX TextTHE SITE

EL+ 625

EL+ 600

EL+ 3600

A

1

B

2

3

UP

EL+ 1400

EL+ 575

DN

3400

1400

2600

16

49

26

00

52

00

10

00

10

00

20

00

2000

UP

95

1

A

1

B

2

3

52

00

3400

950

FD

60

03

00

01

20

0

F.F.L

N.G.L

00

3600

SECOND FFL.

600

60

03

00

01

20

0

F.F.L

N.G.L

00

3600

SECOND FFL.

600

A B

A B

FD


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA

OIC, DISTRICT ENGINEER

DATE:

PAUL JAYSON F. DUYA

ENGINEER II

2

11

2

A 4

GROUND FLOOR PLAN

SECOND FLOOR PLAN

FRONT ELEVATION

REAR ELEVATION


FF - 1


FF - 2

60cm x 60cm CERAMIC UNGLAZED TILES

FF - 3

CEMENT FLOOR FINISH w/ WATER PROOFING

30cm x30 cm CERAMIC UNGLAZED TILES

GROUND FLOOR PLAN

4

A-1

SCALE: 1:80mts.

SECOND FLOOR PLAN

5

A-2

SCALE: 1:80mts.

150mm thk CHB WALL PLAIN

PLASTER and PAINT FINISH



FRONT ELEVATION6

A-3

SCALE: 1:80mts.

REAR ELEVATION7

A-4

SCALE: 1:80mts.




BARANGAY BABATNIN, MALOLOS, BULACAN


ENGINEER I







CONCRETE SUN BREAKER

DATE: 01/19/2021

DATE: 01/19/2021

AutoCAD SHX TextFF-

AutoCAD SHX Text1

AutoCAD SHX TextD

AutoCAD SHX Text1

AutoCAD SHX TextD

AutoCAD SHX Text2

AutoCAD SHX TextFF-

AutoCAD SHX Text3

AutoCAD SHX Text1

AutoCAD SHX TextW

AutoCAD SHX Text2

AutoCAD SHX TextW

AutoCAD SHX TextFF-

AutoCAD SHX Text2

MARK:

TYPE:

ALUMINUM GLASS DOOR w/ COMPLETE

HARDWARE AND ACCESSORIES

LOCATION:MAIN DOOR TOILET

QUANTITY: 1 SET 1 SET

FFL

PVC DOOR w/ COMPLETE HARDWARES AND

ACCESSORIES

MARK:

TYPE:

LOCATION:

QUANTITY:

FFL

ALUMINUM GLASS WINDOW (AWNING TYPE)

w/ COMPLETE HARDWARES AND

ACCESSORIES

FRONT ELEVATION

1 SET

TOILETS

1 SET

2100

900

2100

600

2100

400

400

400

400

2100

ALUMINUM GLASS WINDOW (AWNING TYPE)

w/ COMPLETE HARDWARES AND

ACCESSORIES

900

33 2

60

03

00

01

20

0

F.F.L

N.G.L

00

3600

SECOND FFL.

600

3 32

60

03

00

01

20

0

F.F.L

N.G.L

00

3600

SECOND FFL.

600

600

3000

1200

800

900

1000 2300 1200

150

1000


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

3

11

3

A 4

LEFT SIDE ELEVATION



STAIR DETAILS


10

A-3

SCALE: 1:80mts.


9

A-2

SCALE: 1:80mts.

STAIRS DETAILS

11

A-4

SCALE: 1:80mts.






ENGINEER I









TUBULAR RAILINGS

50mm x 50mm

TUBULAR RAILINGS

50mm x 50mm

LEFT SIDE ELEVATION8

A-1

SCALE: 1:80mts.

CONCRETE SUN BREAKER

DATE: 01/19/2021

DATE: 01/19/2021

AutoCAD SHX TextD

AutoCAD SHX Text1

AutoCAD SHX TextD

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX TextW

AutoCAD SHX Text2

AutoCAD SHX TextW

5200

3400

C-1

A

1

B

2

3

CH = 2.60M

C-1CH = 2.60M

400

400

400400

1200

1200

1200

1200

1200

TYPICAL CEILING DETAIL

SCHEDULE OF FINISHES

C - 1

4.5mm THK. FIBER CEMENT BOARD

SUSPENDED ON METAL FRAME, PAINTED

FINISH

PRE FORMED

WIRE CLIP

PRIMARY CHANNEL

4.5mm THK FIBER CEMENT

BOARD

(PAINTED FINISH) ON METAL

FURRING CHANNELS @ 400mm

O.C

CEILING FURRING SECTION

ROD SUSPENSION HANGER WITH ADJUSTMENT SPRING

REFLECTED CEILING PLAN12

A-1

SCALE: 1:80mts.


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

4

11

4

A 4

REFLECTED CEILING PLAN

PERSPECTIVE CEILING

SECTION (CEILING)

ROD SUSPENSION HANGER

WITH ADJUSTMENT SPRING

METAL DOUBLE FURRING CHANNEL (NAILER)

12mm x 38mm x 5m x 0.8mm THK. @ 400mm O.C.

METAL CARRYING CHANNEL (CEILING JOIST)

12mm x 38mm x 5m x 0.8mm THK. @ 1200mm O.C.

4.5mm THK FIBER CEMENT BOARD

(PAINTED FINISH) ON METAL FURRING

CHANNELS @ 400mm O.C

13

A-2

PERSPECTIVE (CEILING)

NOT TO SCALE

14

A-3

NOT TO SCALE

SECTION (CEILING)






ENGINEER I

DATE: 01/19/2021

DATE: 01/19/2021

100mm thk. SLAB 100mm thk. SLAB

52

00

3400

A

1

B

2

3

WF - 2

TB - 1

WF - 2

WF - 2

TB - 1

TB - 1

TB - 1

C1 / CF1

WF - 1

WF - 1

TB - 1

TB - 1

TB - 1

C1 / CF1

C1 / CF1

WF - 2

20

00

ELEVATION

10mm Ø STIRRUPS SPACED AS SHOWN

3 @ 50mm, 10@ 100mm REST @ 150mm

FOOTING FOOTING

1000

TB - 1 DETAIL17

S-3

SCALE: 1:40mts.

400


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

5

11

1

S 4

FOUNDATION PLAN

SCHEDULE OF COLUMN

COMBINED FOOTING DETAIL

SCHEDULE OF FOOTING

TB - 1 DETAIL

FIN. FLOOR LINE

T

D

NAT. GRD. LN

L

L

W

X - BARS

Y - BARS

X - BARS

Y - BARS

100mm thk. GRAVEL

BEDDING

75mm thk. CONCRETE

COVER

SCHEDULE OF FOOTING

FOOTING

MARK

REINFORCEMENTREMARKS

CF - 12300 300 9 - 16mmØ

COMBINED

FOOTING

DEPTH

(D)

X - BARS

FOOTING DIMENSIONS (mm)

3400 1200

LENGTH

(L)

WIDTH

(W)

TOPBOTTOM

Y - BARS

TOPBOTTOM

2300 3002700 1200

9 - 16mmØ 24 - 16mmØ

CF - 29 - 16mmØ 9 - 16mmØ 19 - 16mmØ

COMBINED

FOOTING

THICKNESS

(T)

24 - 16mmØ

19 - 16mmØ

MAIN BARS: 6 - 16mm Ø VERT. BARS

TIES: 10mm Ø TIES SPACED @

1 - 0.05m, 3 - 0.10m, 5 - 0.15m

REST 200mm

COVER: 40mm thk. CONCRETE COVER

SCHEDULE OF COLUMN

LEVEL

GR

OU

ND

F

LO

OR

TO

R

OO

F

DE

SC

RIP

TIO

N

C1

M

C

T

300

300

FOUNDATION PLAN15

S-1

SCALE: NTS.

COMBINED FOOTING DETAIL16

S-2

SCALE: NTS.






ENGINEER I

SLAB ON FILL 100mm thk.

SLAB,10mm Ø TEMP. BARS

SPACED @ 0.4m B.W.

DATE: 01/19/2021

DATE: 01/19/2021

10mmØ @ 300 E.W BOTTOM BARS

10mmØ @ 300 E.W TOP BARS

10mmØ @ 300 E.W BENT BARS

10mmØ @ 300 E.W BENT BARSL1

L 1/3

L1/6

L 1/3 L 2/3L2

L 1/5 L2/5

GB - 1

GB - 1

GB

- 1

GB

- 1

GB

- 1

GB

- 1

GB - 2

S-2

5200

3400

A B

2

3

2550

2650

S-2

1

L

L/3 L/3

3 @ 100, 3 @ 150, REST @ 200 O.C.

TYPICAL STAIR DETAIL

21

S-4

SCALE: 1:50mts.

TYPICAL BEAM DETAIL

19

S-2

SCALE: NTS

250

200

1

5

0

12mm Ø MAIN BARS

12mm Ø MAIN BAR

12mm Ø RSB SPACED @

300mm

12mm Ø RSB SPACED @

300mm

100

100 300 100

3 - 12mm Ø

CONT. LONG

BARS

12mm Ø REBARS

TYPICAL

TY

PIC

AL


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

6

11

2

S 4

SECOND FLOOR FRAMING PLAN

DETAIL OF STAIR BEAM

SCHEDULE OF BEAM

TYPICAL BEAM DETAIL

SCHEDULE OF SLAB

TYPICAL SLAB DETAIL

SCHEDULE OF SLAB

SLAB MARKSPACAING in mm.

THICKNESS in mm.

S - 1

FLOOR LVL.

1ST 100

REMARKS

ONE WAY SLAB

w/ 500mm thk.

embankment

400

REBAR SIZE

10mm Ø

S - 22ND 150 10010mm Ø TWO WAY SLAB

SECOND FLR. FRAMING PLAN18

S-1

SCALE: NTS.

SCHEDULE OF BEAM

GB - 1

GB - 2

LEVEL MARK

A B

SIZE

REBAR STIRRUPS

TOP BOTTOM

LEFT

TOP BOTTOM

MID SPAN

TOP BOTTOM

RIGHT

300 400 16mm Ø

16mm Ø 5 3 3 5 5 3300 400

300 400 16mm ØTB - 1

10mmØ 3 @ 50mm, 5 @

100mm, rest @ 150mm

2 2 3 3 23

10mmØ 3 @ 50mm, 5 @

100mm, rest @ 150mm

10mmØ 3 @ 50mm, 5 @

100mm, rest @ 150mm

GR

OU

ND

F

LO

OR

3 3 3 3 3 3

TYPICAL R.C. SLAB DETAIL

20

S-3

SCALE: NTS






ENGINEER I

DATE: 01/19/2021

DATE: 01/19/2021

SHOWN IN FIG. B-2 UNLESS SPECIFIED ELSEWHERE.

TWO STIRRUPS SHALL BE PROVIDED AT ALL SPLICES.

BETWEEN TWO LAYERS OF BARS.

5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS OR STEEL SHAPES SHALL BE AS

SPACED AT 1.0M ON CENTER. IN NO CASE SHALL THERE BE LESS THAN TWO (2) SEPARATORS

UNLESS SPECIFIED IN PLAN. TOP BAR SHALL NOT BE SPLICED WITHIN THE COLUMN OR

3. IF THE BEAM REINFORCING BARS END IN A WALL THE CLEAR DISTANCE FROM THE BAR TO

4. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS, USE 25mmØ BAR SEPARATORS

WITHIN A DISTANCE TWICE THE MEMBER DEPTH FROM THE FACE OF THE COLUMN. AT LEAST

BE AS SHOWN IN A TABLE 'A' FOR TENSION BARS AND TABLE 'B' FOR COMPRESSION BARSTHE FARTHER FACE OF THE WALL NOT BE LESS THAN 25mm. EMBEDMENT LENGTH SHALL

ALLOWED TO BE SPLICED THEREIN.STRENGTH OF THE BAR. NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION ISWELDED SPLICES SHALL DEVELOP IN TENSION AT LEAST 125 % OF THE SPECIFIED YIELDOCCUR, SPLICES WHERE SO PERMITTED SHALL BE INDICATED IN THE TABLE 'A' AND 'B'.

7. GENERALLY NO SPLICES SHALL BE PERMITTED AT POINTS WHERE CRITICAL BENDING STRESSES

FORCING BAR SHALL BE SYMMETRICAL ABOUT CENTER LINE WHENEVER POSSIBLE.6. WHEN A BEAM CROSSES A GIRDER, REST BEAM ON TOP OF GIRDER BARS, BEAM REINF-

SHOWN IN FIG. B-1.

20mm FOR EVERY 3.0M OF FREE SPAN.

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

AS NOTED IN PLANS OR AS ORDERED BY THE ENGINEER BUT IN NO CASE LESS THAN FOR EVERY 4.50M OF SPAN , EXCEPT CANTILEVERS FOR WHICH THE CAMBER SHALL BE

1. UNLESS , OTHERWISE NOTED IN PLANS, CAMBER ALL BEAMS AND GIDER AT LEAST 6mmØ

LAPPED SPLICED IN MILLIMETERS

NOTE : TOP PLAIN BARS , MULTIPLY VALUE BY 2

28mm Ø

25mm Ø

20mm Ø

16mm Ø

12mm Ø

32mm Ø

BAR SIZE(DEFORMED)

10mm Ø

6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB (TWO ADJACENT DISCONTINUOUS

4-Ø 12@ 1800 LONG TOP BARS BENDBARS MIN. OF 1,200 (4'-0") INTO BARS.

DOWN INTO EDGE BEAM. EXTENDED

TYPICAL CORNER SLAB DETAIL

7. CONCRETE SLAB REINFORCEMENTS SHALL BE PROPERLY SUPPORTED WITH 10mmØ STEELCHAIR OR APPROVED EQUIVALENT SPACED AT 1.0 METER ON CENTER BOTHWAYS

EDGES) AS SHOWN BELOW.

--------------------------------------------

3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENTS SHALL BE 75mm CLEAR

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

1. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 96

FOR CONCRETE DEPOSITED THE GROUND AND 50mm FOR CONCRETE

SOIL CONDITIONS UNCOVERED AND CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE

KPa ( 2000 psf). CONTRACTOR SHALL REPORT TO THE ENGINEER, IN WRITING, THE ACTUAL

DEPOSITING CONCRETE.

DEPOSITED AGAINST A FORMWORK.

INDICATED IN PLANS. NO FOOTING SHALL REST ON FILL.

POURING FOR APPROVAL.

8. THE CONTRACTOR SHALL SUBMIT THE SCHEDULE OF POURING AND THE LOCATION OF THECONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER AT LEAST (4) DAYS PRIOR TO THE

9. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ADEQUATE FORMS AND SHORINGS UNTIL THECONCRETE MEMBERS HAVE ATTAINED THEIR WORKING CONDITION AND STRENGTH.

---------------------------------------------

---------------------------------------------

-----------------------------------------

IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING6. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS

7. STRIPPING OF FORMS AND SHORES:

SUSPENDED SLAB EXCEPT WHENADDITIONAL LOADS ARE IMPOSED

COMPOUNDS OR OTHER APPROVED METHODS.

COLUMNS

FOUNDATION

BEAMSWALLS

-----------------------------

600

600

600

21 DAYS

24 HRS.

21 DAYS8 DAYS

14 DAYS

OPENING DET.

OPENINGSLAB

MID-DEPTH OF SLABØ12x1000 LONG AT

AT EACH CORNER

BARS UP TO BEAM SUPPORTIN TWO WAY SLAB EXTEND

OPENING IS FRAMED BY BEAMOMIT TRIMMER BARS WHERE

TYPICAL SLAB

400

4-Ø12 BOTT. BARS

400

BOTT. BARS1-Ø12 TOP &

38mm CLEAR

ALTERNATE BARS SHOULD BEAT ANY LEVEL NO MORE THAN

TWO ADJACENT BARS SPLICESSPLICED. MIN. DISTANCE BET.

AT MID SPAN

EXTRA TOP BARS@ SUPPORT

BOTTOM BARS

REQ'D. BOTT. BARS @ SUPPORT

TOP BARS @ SUPPORT (CONT.)

TYP. DETAIL OF COL. LAP SPLICE& EXT. GIRDER TO COL. CONNECT.

JT. R

EIN

F.

SPLICE

HA

LF O

F "

H"

WIT

HIN

CE

NT

ER

L/4

LAP SPLICE LENGTH:

SHALL BE 600mm. ht

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

2. ALL REINFORCING BARS SIZE 10mm OR LARGER SHALL BE DEFORMED IN ACCORDANCE WITH

A. FOOTINGS, FOOTING BEAMS AND GIRDERS

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

ASTM A 706. BARS SMALLER THAN 10mm MAY BE PLAIN.

B. COLUMNS AND SHEAR WALLS

PARAPETS, CATCH BASIN, SIDE WALK.

C. BEAMS AND GIRDER

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

WITH 10mm Ø AT 250mm O.C EACH WAY TO CENTER OF SLAB AND CONSTRUCTIONJOINTS FOR SAME SHALL NOT BE LESS THAN 3.65 METER APART

2. UNLESS OTHERWISE SHOWN, REINFORCEMENT IN CONTINUOUS ELEVATED SLAB SHALL

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

4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION

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

AND SHALL NOT BE LESS THAN 0.0025 x GROSS CROSS-SECTIONAL AREA (Ag) OF THE SLAB

STRIPS SHALL NOT BE MORE THAN ONE AND A HALF (1 1/2) SLAB THICKNESSFOR REINFORCING BARS NEAR THE SUPPORTS. THE SPACING OF THE BARS AT THE COLUMNBELOW THOSE ALONG THE LONG SPAN AT THE CENTER AND OVER THE LONGER SPAN

BE CUT AS FOLLOWS:

THE TOP OF SLAB.

SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE. W/ TABLE A & TABLE B (TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE

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

9. ALL RESULTS OF MATERIAL TESTING FOR CONCRETE, REINFORCING BARS, & STRUCTURALSTEEL MUST BE NOTED & APPROVED BY THE STRUCTURAL DESIGNER.

APPROVAL BEFORE FABRICATION.

7. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEELS,

6. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE

MISCELLANEOUS IRON, PRE-CAST CONCRETE, ETC. SHALL BE SUBMITTED FOR ENGINEERS

SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.

OF DRAINS ETC.

BOTH THE STRUCTURAL ENGINEER AND THE ARCHITECT.

THE STRUCTURAL PLANS, AND ARCHITECTURAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY3. IN CASE OF DISCREPANCIES AS TO THE LAYOUT, DIMENSIONS, AND ELEVATIONS BETWEEN

WITH THE LOCAL BUILDING CODE REQUIREMENT.

CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ALL STRUCTURAL STEEL WORK4. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI.318 95 BUILDING

5. ACI REFERS TO AMERICAN CONCRETE INSTITUTE, AISC TO AMERICAN INSTITUTE OF STEEL

ACCORDING WITH AISC SPECIFICATION (9th EDITION) IN SO FAR AS THEY DO NOT CONFLICT

CONSTRUCTION AND ASTM TO AMERICAN SOCIETY FOR TESTING MATERIALS.

HOPPERS TO BUGGIES, WHEELBARROWS OR BUCKETS IN WHICH CASE THEY SHALL NOT

LING OR PLACING SHALL BE DONE PREFERABLY WITH BUGGIES, BUCKETS OR

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

3. CONCTRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION. RE-HAND

WHERE VIBRATIONS ARE EXTREMELY DIFFICULT TO ACCOMPLISH.UNLESS AUTHORIZED IN WRITING BY THE DESIGNERS AND ONLY FOR UNUSUAL CONDITIONS

WHEELBARROWS, NO CHUTES WILL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM

EXCEED SIX (6) METERS IN AGGREGATE LENGTH.

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

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

EQUIPMENT'S AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL,8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS,

WHERE CONCRETE IS DEPOSITED

BEAM STIRRUPS AND COLUMN TIES WHERE CONCRETE IS EXPOSED TOEARTH BUT POURED AGAINST FORMS

ELECTRICAL, AND MECHANICAL DRAWINGS.

SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.

SLAB ON GRADE SUSPENDED SLABS

DIRECTLY AGAINST EARTH

WALLS ABOVE GRADE

EIGHT (28) DAYS W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMPS AS FOLLOWS.1. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY

SLAB ON FILL

ALL OTHERS, INCLUDINGSUSPENDED SLABS,

BEAMS, SLABS

COLUMNS

LOCATIONAGGREGATE

--------------------------------------

MAX. SIZE OF

20mm

20mm

20mm

20mm

----------------------------------------

-------------------------------------

---------------------------

----------------------------

----------------------------------

28 DAYS STRENGTH

4000 PSI (27.6 MPa)

4000 PSI (27.6 MPa)

4000 PSI (27.6 MPa)

4000 PSI (27.6 MPa)

75mm

50mm

MAX. SLUMP

100mm

100mm

100mm

100mm

40mm

40mm25mm

20mm

IN FLOOR SLABS, OPENINGS IN THE WALLS AND SLABS, INTERIOR PARTIONS, LOCATION2. IN REFERENCE TO OTHER DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR DEPRESSIONS

1. IN THE INTERPRETATION OF THE DRAWING, INDICATED DIMENSIONS SHALL GOVERN ANDDISTANCES AND SIZES SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

SCHEDULE OF MINIMUM SLAB REINFORCEMENT

10 mm Ø @ 225mm EACH WAY





125 mm

200 mm

175 mm

150 mm

100 mm

THICKNESS MINIMUM TEMPERATURE BARS

fy = 227.5 MPa ( 33,000 psi )---------

CONF

. REI

NF.

SHALL NOT BE LESS THAN 100mm)(SPACING OF TIES ALONG THIS REGION

TYPICAL COLUMN ELEV. SHOWINGDOWELS AND TIES SPACING

DEEPEST BEAM THAT FRAME INTO FOUR

CONDITIONS USE HOOPS @ "Sh" CENTERS.SIDES OF THE COLUMN. ALL OTHER

FOR COL. BAR SPLICES SEE TABLEOF MIN. LAP SPLICE LENGTH OFCOLUMN REINFORCEMENT

EDITION OF ACI DETAILING MANUAL DONE IN ACCORDANCE WITH THE LATEST

ALL CONCRETE REINF. DETAIL SHOULD BE

CONF

. REI

NF.

CONF

. REI

NF.

Sh

NOTE:

CONF

. REI

NF.

Sh

PE

R S

CH

ED

ULE

ARE BEAMS HAVING WIDTH OF AT LEAST ONE-HALF THE COLUMN WIDTH & DEPTHS

JOINT HOOP SPACE @ "2Sh" WHEN THERE

NOT LESS THAN THREE QUARTERS OF THE

H

10d min.

CROSS-TIE

350m

m. M

AX

.

H

fy = 275 MPa ( 40,000 psi )

fy = 275 MPa ( 40,000 psi )

fy = 275 MPa ( 40,000 psi )-------------------

--------------

------

b

20 mm CLEAR FOR JOIST

FIG. B-2

40 mm CLEAR FOR BEAMSAND GIRDERS

NOTE 1

SEE NOTE

SEE NOTE

t

WEB BARS

0.025M Ø

SEE NOTE

SEPARATOR

t

D

FIG. B-3

MAIN REINFORCEMENT

EACH SIDE OF SLEEVESPROVIDE 3-Ø10 EXTRA STIRR.

TYP. DET. FOR SLEEVESTHRU CONCRETE BEAM

t OR

1/4

D

PIPES MAX. 1/5 DSLEEVES FOR UTILITY

fc'= 27.6MPa(4000psi)fc'= 20.7MPa(3000psi)fc'= 27.6MPa(4000psi)fc'= 20.7MPa(3000psi) BAR SIZE

12mm Ø

16mm Ø

20mm Ø

25mm Ø

28mm Ø

32mm Ø

10mm Ø

FOR COLUMNS.VALUES GIVEN ABOVE CAN ALSO BE USED

NOTE : TOP PLAIN BARS , MULTIPLY VALUE BY 2

(DEFORMED)EMBEDMENT

650

550

350

300

300

850

300

EMBEDMENT LAPPED

750

600

400

300

300

950

300

400

550

800

1000

300

1300

300

LAPPED

1100

400

850

500

750

300

300

EMBEDMENT

325

475

550

625

250

700

200

EMBEDMENT LAPPED

350

450

700

625

550

275

225

400

500

625

675

300

775

300

LAPPED

775

675

625

500

400

300

300

EMBEDMENT LENGTHS ANDTENSION BARSTABLE 'A'

LAPPED SPLICED IN MILLIMETERSEMBEDMENT LENGTHS AND

COMPRESSION BARSTABLE 'B'

D

(SEE SCHEDULE BELOW)

A

1-Ø12EA.TOP&BOT.

1-Ø12EA.TOP&BOT.

L1/3

L1/6

L2/3TOP BAR

BOTTOM BAR

L1/3

L1/5 L2/5

L1

BOTTOM BAR

TOP BAR

L2

D

L1

2D

L3/5L2/5L2/5

2-Ø12mm SIDE BARS

L2/3

LAP SPLICES ARE ALLOWEDONLY IN THIS PORTION

L2/32D

L2

2D 2DL3/3

L3

L3/6

L3/32D

BOTTOM BARS WEB BARS

TOP BARS


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

ENGINEER II

7

11

3

S 4

GENERAL CONSTRUCTION NOTES






ENGINEER I

PAUL JAYSON F. DUYA

DATE: 01/19/2021

DATE: 01/19/2021

AutoCAD SHX TextNOTES ON BEAMS AND GIRDERS

AutoCAD SHX TextNOTES ON FOOTINGS

AutoCAD SHX TextSECTION "A"

AutoCAD SHX TextNOTES ON REINFORCEMENT

AutoCAD SHX TextNOTES ON CONCRETE SLABS

AutoCAD SHX TextTYPICAL BAR BENDING AND CUTTING DETAILS FOR SLABS

AutoCAD SHX TextNOTES ON CONCRETE MIXES & PLACING

AutoCAD SHX TextGENERAL NOTES

AutoCAD SHX TextJOINT REINF.

AutoCAD SHX TextD

AutoCAD SHX TextJOINT REINF.

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextCOLUMN TIES AS

AutoCAD SHX TextD

AutoCAD SHX TextNOTES ON COLUMNS

AutoCAD SHX TextFIG. B-1

AutoCAD SHX Text1. PROVIDE EXTRA SETS OF TIES AT 100mm O.C. FOR TIED COLUMN REINFORCEMENT PROVIDE EXTRA SETS 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 THE 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 COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE CAST MONOLITHICALLY WITH THE CORE WITH THE MINIMUM THICKNESS OF 40mm AND NOT LESS THAN 40 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE IN MILLIMETERS. 3. WHERE COLUMNS CHANGE IN SIZE, VERTICAL REINFORCEMENTS SHALL SHALL BE WHERE COLUMNS CHANGE IN SIZE, VERTICAL REINFORCEMENTS SHALL SHALL BE OFFSET AT A SLOPE OF NOT MORE THAN 1 IN 6 AND EXTRA 10mm TIES AT 100mm SHALL BE PROVIDED THRU OUT THE OFFSET REGION. 4. UNLESS OTHERWISE INDICATED IN THE PLANS, LAP SPLICES FOR VERTICAL COLUMN UNLESS OTHERWISE INDICATED IN THE PLANS, LAP SPLICES FOR VERTICAL COLUMN REINFORCEMENT SHALL BE MADE WITHIN 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.

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

DOOROPENING

28mm Ø

25mm Ø

20mm Ø

16mm Ø

12mm Ø

32mm Ø

BAR SIZE(DEFORMED)

10mm Ø

STRUCTURAL ENGINEER.

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

2. REINFORCEMENT PARCIALLY EMBEDED IN CONCRETE SHALL NOT BE FILLED BENT, EXCEPT

AS SHOWN IN THE DESIGN DRAWINGS OR PERMITTED BY THE STRUCTURAL ENGINEER.

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

CLEANED AND ALL LAITANCE AND STANDING WATER REMOVED. SHEAR KEY SHALL BE

D/3

D/3

TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING

TYPICAL CONNECTION DETAIL OF MASONRY WALL

200

(DO

WE

L)

400

400

(DO

WE

L)

SECTION

INTERSECTING R.C. COL. OR WALL

(DOWEL)

(DO

WE

L)

FIN. FLR. LVL.

BARS TYPICAL1-Ø16 VERT.

ELEVATION

OPENING

200

INTERSECTION WALL

Ø10 STIRRUPS@ 150 O.C.

CHB WALL

(MIN) 200 (MIN)

400

2-Ø12 TOP BARS

2-Ø12 BOTT. BARS

FOR SIZE AND SPACINGOF HOR. & VERT. BARSSEE CONSTRUCTION NOTES

DOWEL BARS TO MATCHCHB VERT. BARS

Ø10mm @ 200mmØ10mm @ 200mmØ10mm @ 200mm

OPENING OR END WALL

400

FOR SIZE AND SPACING

12 THK. EXPANSION JOINT

SEE CONSTRUCTION NOTES.

SEE CONSTRUCTION NOTES.OF HOR. & VERT. BARS

CORNER WALL

CHB WALL

WITH MASTIC FILLER

1-Ø16 VERT. BARS


OF HOR. & VERT. BARSFOR SIZE AND SPACING

3.40M3.70M4.00

3.003.303.60

20.0

CHB WALL

WITH MASTIC FILLER

1-Ø16 VERT. BARS

1-Ø161-Ø161-Ø20

300300300

1-Ø121-Ø121-Ø12


CHB HOR. BARSDOWEL BARS TO MATCH

R.C. COLUMN OR WALL

WITH MASTIC FILLER

SEE CONSTRUCTION NOTES.

CHB WALL

OF HOR. & VERT. BARSFOR SIZE AND SPACING

1-Ø16 VERT. BARS

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

SHOWN OR DETAILED IN THE DRAWINGS.

1. USE E70xx ELECTRODES FOR ALL MEMBERS WELDED.

TYPICAL CHB FOOTING DETAILS

Ø10 BOTT. BARS @ 300 O.C.3-Ø10 BARS (AS SHOWN)

t=F

OR

SLA

B

TYPICAL DETAIL FOR BEAMOR SLAB CHANGE SOFFIT

(min.)

2t=FOR SLAB

( WHERE APPLICABLE )

(min.) (min.)

Ø10 BOTT. BARS @ 300 O.C.3-Ø10 BARS (AS SHOWN)

DOWEL TO MATCHCHB VERT. BARS

WHERE DEPRESSEDSLAB OCCURS

DOWEL TO MATCHCHB VERT. BARS

FIN. FLR. LVL.

db

550

OF R.C. WALL AT CORNERSTYPICAL CONNECTION DETAIL

550

dbD

TYP. SECTION OF MASONRYPARTITION REINFORCEMENTS

FLR. SLAB OR BEAM

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

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

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

BLOCK REINFORCEMENT.

12mmØ @ 600mm O.C.

10mmØ @ 600mm O.C.

10mmØ @ 600mm O.C.

10mmØ @ 600mm O.C.

OF CONCRETE HOLLOW BLOCK WALLS UNLESS NOTED IN STRUCTURAL PLANS.150mm ON CENTER WHERE CONCRETE HOLLOW BLOCK TERMINATES AND AT EVERY 3.0M LENGTH

SCHEDULE OF CONCRETE HOLLOW BLOCK AND CERAMIC BLOCK REINFORCEMENT

HORIZONTAL

125 mm

200 mm

150 mm

75 mm

BLOCKTHICKNESS

B. PROVIdE RIGHT ANGLED REINFORCEMENT

Ø6mm @ 200mmØ6mm @ 200mm

Ø6mm @ 200mmØ6mm @ 200mm

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

Ø6mm @ 200mm

REINFORCEMENTS SHALL BE PROVIDED

C. WHERE CHB OR CER. BLK. WALL DOWELSJOIN COL. R.C. BEAMS AND WALL DOWELS

WITH THE SAME SIZE AS VERT. OR HOR.

AT CORNERS 0.92M LONG

A. MINIMUM LAPS AT SPLICE = 0.25M

Ø10mm @ 200mm

HEIGHT OF

(MM)LINTEL

1.60M

(L+0.40M)

TOTALLENGTH

2.20M1.90M

2.90M2.50M

1.80M150M

2.10M2.40M

1.20M

("L")

SPANCLEAR

14.0

17.0

(MPa)

MIN.fc'

3.10M2.70M

1-Ø121-Ø10

200200

1-Ø121-Ø12250

250

1-Ø101-Ø10

1-Ø101-Ø10

1-Ø10

BOTTOM

200

TOP

1-Ø10

1-Ø16250 1-Ø12

10mmØ @ 600mm O.C.

10mmØ @ 600mm O.C.

12mmØ @ 600mm O.C.

10mmØ @ 600mm O.C.

REINFORCEMENT

VERTICAL

STIRRUPS

NOTES

REINFORCEMENT UNLESS OTHERWISE INDICATED IN THE PLANS.1. ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL

STAGGERED AT LEAST 1.50M.O.C.

REINFORCING BARS SHALL HAVE 25mm CLEAR CONCRETE COVER FROM FACE OF WALL EXCEPTFOR 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.

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

BE REINFORCED AROUND WITH 2-20mmØ BARS FOR 225mm, 200mm, 175mm, 150mm, USE2-16mmØ. FOR 125mm AND 100mm WALLS, USE 2-12mmØ BARS. ALL WALLS SPANNINGSHALL HAVE VERTICAL REINFORCEMENT BENT TO A U-FORM LIKE STIRRUPS AND SPACED

2. CARRY VERTICAL BARS AT LEAST 60mm ABOVE FLOOR LEVEL TO PROVIDE FOR SPLICES WHEN

AND HORIZONTAL BARS SHALL BE SPLICED BY LAPPING A DISTANCE EQUAL TO 30 DIAMETERSAND WIRED SECURELY WITH 16 G.I. WIRE PROVIDED THAT SPLICES IN ADJACENT BARS ARE

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

ACCORDING TO THE SCHEDULE UNLESS OTHERWISE NOTED (SEE FIG.1)

Ø10mm @ 250mm O.C.

Ø10mm @ 200mm O.C.

Ø12mm @ 250mm O.C.

HORIZONTAL

1-Ø16 CONT. HOR. BARS

2. FOR REINFORCEMENTS SEE

FOR MASONRY WALL REIN-SEE CONSTRUCTION NOTES

FIN. FLR. LVL.

NAT. GRD. LVL.

FORCEMENTS (TYPICAL)

CHB VERTICAL BARS

Ø10 BOTT. BARS

DOWEL BARS TO MATCH

@ 300 O.C.

3-Ø10 BOTT. BARS

400

(DO

WE

L)

FOR FLOOR SLAB ONLY

WITH CONCRETE GROUT.

CONSTRUCTION NOTES.

BARS SHALL BE FILLED

4-Ø16 VERT. BARS

550

150mm

125mm

100mm

CONTAINING REINFORCING 1. ALL JOINTS AND CELLS

400

(DO

WE

L)

DOWEL BARS TOMATCH VERT. BARS

WALLTHICKNESS

4-Ø16 VERT. BARS

550

Ø10mm @ 300mm O.C.

Ø10mm @ 250mm O.C.

Ø12mm @ 300mm O.C. BARS STAGGERED OUT

AT CENTERS VERTICAL

HORIZONTAL BARS

BARS

VERT.BARS

HORIZ.

VERTICAL REMARKS

VERTICAL SECTION

PROVIDE THESE ADDITIONAL BARS FOR

BAR SIZE

10mm Ø

(DEFORMED)

12mm Ø

16mm Ø

20mm Ø

25mm Ø

(ALL GRADES)

180° HOOK

350

230

200

450

D+2db

240

150

115

95

75

300

60

125

150

200

300

100

335

75

DIAMETER(mm)

L

175

150

125

600

250

550

300

450

200

150

90° HOOK

L

MAIN BAR END HOOKS

D

12db L

(ALL GRADES)

180° HOOKDIAMETER

125

165

200

250

365

40

50

65

115

150

D+2db(mm)

90° HOOK

85

115

140

165

230

L

100

115

150

300

405

L

STIRRUP AND TIE HOOKS

L

D6db

L1

EQUAL TO THE NUMBER OF TERMINATED

PLANS FOR SLAB OPENING LOCATION.

SHOWN) PARALLEL TO SIDE OF OPENING

SEE ARCHITECTURAL & MECHANICAL

TYP. EXTERIOR WINDOW & DOOR OPENING

4db or 65mm

L

D+

2db

ALL OPENINGS PLUS BARS (NOT

BARS AT OPENING

db

L

OPENINGWINDOWCLEAR

38mm

CONSTRUCTION JOINT DET.TYPICAL SLAB & BEAM

NOTE:

BEAM

WITH ENGINEERS APPROVALSTRESS, PROVIDE SHEAR RODSWHERE JOINTS IS AT POINT OF

(MIN.)(MIN.)

30 BAR DIA.50

D/3

30 BAR DIA.

D

t/3

t/3

t/3

MAIN REINFORCEMENTSTO BE CONTINUOUS

Ø10x1000 LONG

SLAB

@ 300 O.C.

40

t

CONTINUOUS (TOP & BOTT. BARS)MAIN REINFORCEMENTS TO BE

WRITING BY THE STRUCTURAL ENGINEER.

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

A. ALL EMBEDED PIPES FOR UTILITIES, ETC. THAT PASS THRU BEAMS SHALL NOT EXCEED 100mm

1. STRUCTURAL STEEL TO BE USED FOR FABRICATION AND ERECTION OF THIS STRUCTURE SHALLCOMPLY WITH ALL THE PERTINENT PROVISION OF AISC SPECIFICATION FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING LATEST EDITION.

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

OTHERWISE INDICATED.2. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS

4. UNLESS OTHERWISE SPECIFIED ALL WELDING RODS SHALL CONFORM AWS E60 ELECTRODES.

IN DIAMETER OR 1/3 BEAM DEPTH WHCHEVER IS LESS, UNLESS OTHERWISE APPROVED IN

C. NO PIPES SHALL BE EMBEDED IN COLUMNS.

PROVIDED AT THE JOINT.

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


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

8

11

4

S 4

GENERAL CONSTRUCTION NOTES






ENGINEER I

DATE: 01/19/2021

DATE: 01/19/2021

AutoCAD SHX TextNOTES OF STIRRUPS

AutoCAD SHX TextNOTES ON CONSTRUCTION JOINTS IN CONCRETE

AutoCAD SHX TextD=FOR BEAM

AutoCAD SHX TextNOTES ON WELDS

AutoCAD SHX Text250

AutoCAD SHX TextVERIFY DEPRESSION

AutoCAD SHX TextD=FOR BEAM

AutoCAD SHX Text30 BAR DIA.


AutoCAD SHX Text400


AutoCAD SHX Text400

AutoCAD SHX Text300

AutoCAD SHX Text(TYP.)

AutoCAD SHX Text400

AutoCAD SHX TextDOWEL

AutoCAD SHX Text400

AutoCAD SHX Text300

AutoCAD SHX Text(TYP.)

AutoCAD SHX Text400

AutoCAD SHX TextDOWEL

AutoCAD SHX Text250

AutoCAD SHX TextVERIFY ARCHITECTURAL

AutoCAD SHX TextVARIES

AutoCAD SHX Text600 (MIN.)

AutoCAD SHX TextNOTES ON CONCRETE HOLLOW BLOCK WALLS

AutoCAD SHX TextREINFORCING CONCRETE LINTEL BEAM IN

AutoCAD SHX TextLINTELS IN BLOCK WALLS

AutoCAD SHX TextCONCRETE BLOCK WALLS

AutoCAD SHX TextNOTES ON CONCRETE WALLS

AutoCAD SHX Text250

AutoCAD SHX TextREINFORCEMENT

AutoCAD SHX Text180%%D END HOOKS

AutoCAD SHX Text90%%D END HOOKS

AutoCAD SHX Text90%%D HOOKS

AutoCAD SHX Text135%%D HOOKS

AutoCAD SHX TextNOTES ON STRUCTURAL STEEL

AutoCAD SHX TextNOTES ON EMBEDED PIPES

1LPP

Sa

Sa

Sa

Sa

Sa

52

00

A

1

B

2

3

3400

20

00

2LPP

3LPP

52

00

A

1

B

2

3

3400

20

00

SCHEDULE OF LOADS

PANEL NAME : LPP

CKT. NO. LOAD DESCRIPTION

NO. OF

OUTLETS

VOLTS

LOAD (VA)

AMPERE

CIRCUIT

BREAKER

FEEDER SIZE CONDUIT SIZE AND TYPE

1 LIGHTING OUTLET 5 230 500 1.74 15 2- 3.5mm

2

THHN + 2 3.5mm

2

TW 20 mm Ø PVC PIPE

2 6 230 2160 9.39 20 2- 3.5mm

2

THHN + 2 3.5mm

2


31.0HP ROOM ACU, 230V, 8A

1 230 1840 8 30 2- 3.5mm

2

THHN + 2 3.5mm

2


CONNECTED LOAD (VA) = 4,500

VA

I

T

= 4,500 +25% (8)

( 230 V)

= 19.57A + 2A

= 21.57 AMPERES

Idf @ 80% df = 17.26 AMPERES

FEEDER SIZE

USE: 2 - 8.0mm

2

THHN STRANDED COPPER WIRE

1 - 5.5mm

2

TW(G) STRANDED COPPER WIRE

IN 25mm Ø RSC PIPE

1 - 40AT CIRCUIT BREAKER

CONVENIENCE OUTLET

ELECTRICAL LEGEND

SYMBOL DESCRIPTION QTY.

PANEL BOARD (LPP)

1

SERVICE METER 1

1 x 40 WATTS FLUORESCENT LAMP 1

LIGHTING RECEPTACLE w/ 23W, 230V,

CFL

4

DUPLEX CONVENIENCE OUTLET 6

ACU OUTLET 1

ONE GANG SWITCH 5

SERVICE ENTRANCE 1

CIRCUIT HOMERUN 3

CIRCUIT BREAKER, RATING AS

INDICATED

4

SWITCH LOCATION 4

RACEWAY CONDUIT, CONCEALED IN

CEILING / UNDER FLOOR

RACEWAY CONDUIT CONCEALED IN

WALL

M

Sa

#LPP


DATE:

REVIEWED:DRAFTED:

PREPARED:







GROUND FLOOR LIGHTING LAYOUT

GROUND FLOOR POWER LAYOUT

GENERAL NOTES

SCHEDULE OF LOADS

ELEC'L LEGEND

PANEL BOARD DIAGRAM

CIRCUIT BREAKER DIAGRAM

PELAGIO D. DELA CRUZ


ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

GENERAL NOTES:

1. ALL ELECTRICAL WORKS SHALL COMPLY WITH

THESE PLANS AND SPECIFICATION. THE

APPLICABLE PROVISIONS OF THE LATEST EDITION

OF THE PHILIPPINE ELECTRICAL CODE (PEC). THE

RULES AND REGULATIONS OF THE LOCAL

ENFORCING AUTHORITY AND THE REQUIREMENTS

OF THE LOCAL POWER COMPANY.

2. THE ELECTRICAL SERVICE POWER SHALL BE

1-PHASE, 2WIRE, 230 VOLTS AC,60 Hz.

3. WIRING METHOD SHALL BE AS FOLLOWS:

RIGID STEEL CONDUIT OR POLYVINYL CHLORIDE

CONDUIT SCHEDULE 40 SHALL BE USED AS

SPECIFIED IN THE PLAN.

4. ALL WIRES SHALL BE COPPER AND

THERMOPLASTIC INSULATED TYPE "THHN" UNLESS

OTHERWISE INDICATED IN THE PLAN,THE MINIMUM

SIZE WIRE FOR POWER AND LIGHTING CIRCUIT

HOMERUNS SHALL BE 3.5mm² AND INSULATED FOR

600VOLTS. LIKEWISE, ALL CONDUCTORS SHALL BE

COLOR-CODED. SMALLEST RACEWAY SHALL BE

15mm Ø (NOMINAL).

5. ALL OUTLET BOXES SHALL BE GALVANIZED GAGE

NO. 16 DEEP TYPE

6. ALL MATERIALS TO BE USED SHALL BE BRAND

NEW AND APPROVED FOR THE PARTICULAR

LOCATION AND USAG

7. EQUIPMENT GROUNDING SYSTEM SHALL BE

APPROVED TO THE ELECTRICAL SYSTEM AS PER

PHILIPPINE ELECTRICAL SYSTEM AS PER

PHILIPPINE ELECTRICAL CODE REQUIREMENT.

8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE

AS FOLLOWS:

a. LIGHT SWITCH......................1.20m ABOVE FINISH FLOOR

b. CONVENIENCE OUTLET.......0.30m ABOVE FINISH FLOOR

c. PANEL BOARD.......................1.50m ABOVE FINISH FLOOR

9. ALL ELECTRICAL WORKS SHALL BE DONE UNDER

THE DIRECT AND IMMEDIATE SUPERVISION OF A

DULY REGISTERED ELECTRICAL ENGINEER

FLOOR PLAN

SCALE: 1:100mts.

23

E-2

POWER LAYOUT

9

11

1

E 1

FLOOR PLAN

SCALE: 1:100mts.

22

E-1

LIGHTING LAYOUT

SCHEDULE OF LOADS

40 AT

M

2 - 8.0mm2 THHN COPPERWIRE1 - 5.5mm2 TW (G) in25mm Ø PVC PIPE

GROUND TERMINAL BLOCK

16mm Ø x 2.40m COPPER WELD GROUNDROD WITH HEAVY DUTY CLAMP

LPP

2 - 8.0mm2 THHN COPPER WIRE1 - 5.5mm2 TW (G) in

25mm Ø RSC PIPE

LIGHTING OUTLET 1ACU 3

2 CONVENIENCEOUTLET

15 AT 20 AT

30 AT

FINISHED GRADE LEVEL

GROUND FLOOR LEVEL

"LPP"

SINGLE ENTRANCE:Single Phase, 2 wire,230 volts, 60 hz.

16mm Ø x 2.40m COPPER GROUND RODW/ HEAVY DUTY CLAMP

BUILD

ING

LINE

1 - 8.0mm2 TW wire in 25 mm Ø PVC PIPE

2 - 8.0mm2THHNin 1 - 5.5mm2 TW (G)in 25mm Ø PVC PIPE

2 - 8.0mm2THHNin 1 - 5.5mm2 TW (G)

in 25mm Ø PVC PIPE

ELEC'L RISER DIAGRAM

PANEL BOARD DIAGRAM





ENGINEER I

DATE: 01/19/2021

DATE: 01/19/2021

AutoCAD SHX Text5.00

AutoCAD SHX Text1728.00

5200

3400

TAP

TO E

XIST

ING

WAT

ER LI

NE

WC

LAV

A B

1

2

3

5200

3400

CONN

ECT

TO E

XIST

ING

SEPT

IC T

ANK

WC

FD

LAV

A B

1

2

3

2000

2000

PLUMBING LEGEND:

WATER METER

WATER CLOSETWC=

M=

FAUSETFAU=

CLEAN OUTCO=

GATE VALVEGV=

=

POLYVINYL CHLORIDE VENT PIPE50mm Ø PVC VP=

POLYVINYL CHLORIDE VENT PIPE75mm Ø PVC VP=

=

DOWNSPOUT=

CATCH BASINCB=

18mm Ø PVC CWL

12mm Ø PVC CWL

POLYVINYL CHLORIDE COLD WATER LINE

POLYVINYL CHLORIDE COLD WATER LINE

CHECK VALVECV=

FLOOR DRAINFD=

LAVATORYLAV=

DS

POLYVINYL CHLORIDE SOIL PIPE100mm Ø PVC VS=

PROVISIONS OF THE PHILIPPINE PLUMBING CODE,

COORDINATE THE DRAWINGS WITH OTHER RELATED

ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF

ALL PLUMBING WORKS INCLUDED HEREIN

RULES AND REGULATIONS OF THE LOCALITY.

GENERAL PLUMBING NOTES :

MANUFACTURER'S RECOMMENDATIONS.

CONTACT WITH THE SOIL SHALL BE PROVIDED

WRAPPED WITH JUTE CLOTH AND SOAKED

WORK WITH THE SEWER AND STORM DRAINAGE

THE CONTRACTOR SHALL VERIFY ALL EXISTING

WATER LINE SERVICE/CONNECTING POINT.

CHAMBER MADE OF CAPPED VERTICAL

SIZED IN ACCORDANCE WITH THE

EXECUTION OF PLUMBING WORKS SHALL BE

ANY RELOCATION REQUIRED FOR PROPER

ELEVATION OF ALL EXISTING PIPES AND

PROPOSED SANITARY UTILITIES SHALL CONFORM

ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL

ALL BRANCHES OF FIXTURE OR GROUP OF

24 HOURS BEFORE BURIED OR COVERED.

ALL WATER LINES SHALL BE HYDROSTATICALLY

MINIMUM UNLESS OTHERWISE SPECIFIED.

MILLIMETERS (mm) UNLESS OTHERWISE SPECIFIED.

09.

08.

AND/OR THE ARCHITECT.

07.

05.

03.

04.

02.

01.

SHALL BE EXECUTED IN ACCORDANCE WITH THE

THE NATIONAL BUILDING CODE AND THE

DRAWING SPECIFICATIONS. THE ENGINEER AND/OR

ANY OTHER DISCREPANCIES FOUND

ALL PIPES SHALL BE INSTALLED AS INDICATED.

WITH PROPER APPROVAL FROM THE ENGINEER

STRUCTURES AS VERIFIED BY THE CONTRACTOR.

TO THE ACTUAL LOCATION, DEPTH AND

MAINTAIN A ONE-PERCENT (1%) SLOPE

WATER SUPPLY PIPES TO FIXTURES SHALL BE 06.

EXTENSION PIPE NIPPLE.

FIXTURES SHALL BE PROVIDED WITH AIR

WITH TWO (2) COATS OF ASPHALT AND

IN MELTED ASPHALT.

ALL GALVANIZED IRON PIPES DIRECTLY IN

TESTED AT 120 P.S.I. FOR A PERIOD OF

LINE, EFFLUENT DISPOSAL POINT AND THE

UTILITIES AT THE SITE AND COORDINATE THE

ALL PIPES AND OTHER DIMENSIONS ARE IN 10.


DATE:

REVIEWED:DRAFTED:

PREPARED:








ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

10

11

1

P 1

FLOOR WATER LAYOUT


LEGEND

GENERAL PLUMBING NOTES

FLOOR WATER LAYOUT

SCALE: 1:80mts.

24

E-1


SCALE: 1:80mts.

25

E-2






ENGINEER I

DATE: 01/19/2021

DATE: 01/19/2021

CONSTRUCTION OF (Name of Project and Location)

CONTRACTOR :

DATE STARTED :

CONTRACT COMPLETION DATE :

CONTRACT COST :

CONSTRUCTION CONSULTANT :

IMPLEMENTING OFFICE :

SOURCE OF FUND :


Text 2920 or call (02) 165-02 for any concern on this project

www.dpwh.gov.ph

1200

50 X 50 WOODEN STAKE

1000

500

1000

DISPLAY AREA

50 x 50 HORIZONTAL

COCO LUMBER

GROUND

LEVEL

50 x 75 VERTICAL

COCO LUMBER

GROUND

LEVEL

DISPLAY AREA

(1200 X 2400 X 12

MARINE PLYWOOD)

1200

1000

500

GROUND

LEVEL

DISPLAY AREA

(TARPAULIN ON 1200 X 2400 X 5

MARINE PLYWOOD

1200

1000

500

50 x 50

HORIZONTAL

COCO LUMBER

50 x 75 VERTICAL

COCO LUMBER

50 x 50 WOODEN

STAKE

24002400

TYPICAL FRAME

ELEVATION

FRONT ELEVATION

(OPTION 1)

FRONT ELEVATION

(OPTION 2)

4

5

°

BILLBOARD

EDGE OF ROAD

TRAFFIC DIRECTION

ROAD

ORIENTATION

BILLBOARD FRAME

(NOT TO SCALE, ALL DIMENSIONS ARE

IN MILLIMETERS)

DPWH Project

Billboard

2" X 2" X 8' COCO LUMBER SPACE @ 0.60m

G.I. CORRUGATED SHEET

1

4

THK ORDINARY PLYWOOD

FLOOR PLAN FRONT ELEVATION

DETAILED PLAN LEFT SIDE ELEVATION

1

4

THK ORDINARY PLYWOOD

G.I. CORRUGATED SHEET

BUNKHOUSE PLAN

SCALE: NTS

SCALE: NTSSCALE: NTS

SCALE: NTS SCALE: NTS

Department of Public Works and Highways

Bulacan First Distric Engineering Office

Tikay City of Malolos, Bulacan

Project:

Location:

Implementing Agency/ies:

Development Partner/s:

Contractor/Supplier:

Brief Description of Project:

Project Details:

Cost:

Fund Source/s:

For particular or complaints about this project, please contact

the Regional Office or Cluster which has audit jurisdiction on

this Project:

COA Regional Office No./Cluster:

Address:

Contact No.:

Project Date Project Date

Remarks

Duration Started

Target

Date of

Completion

Percentage

of

Completion

As of

(Date)

Cost

Incurred

to Date

Date

Completed

COA Project

Billboard


DATE:

REVIEWED:DRAFTED:

PREPARED:







DPWH PROJECT BILLBOARD

COA PROJECT BILLBOARD

BUNKHOUSE DETAIL

11


ARISTOTLE B. RAMOS


DATE:

NORBERTO L. SANTOS


DATE:

HENRY C. ALCANTARA


DATE:

PAUL JAYSON F. DUYA

ENGINEER II

11

1

M 1

2.40

6.00

2.00

6.00

6.00

2.40

6.00






ENGINEER I

DATE: 01/19/2021

DATE: 01/19/2021

Documents

CONSTRUCTION OF MULTI - PURPOSE BUILDING (SENIOR … · 2021. 1. 24. · combined footing detail schedule of footing tb - 1 detail. fin. floor line. t d. nat. grd. ln. l l. x - bars