CONSTRUCTION OF MULTI-PURPOSE BUILDING BRGY. …

DISTRICT ENGINEER

APPROVED BY: SHT NO.

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS & HIGHWAYS

REGION IV - B MIMAROPA

MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE

OFFICE OF THE DISTRICT ENGINEER

MAMBURAO, OCCIDENTAL MINDORO

SUBMITTED BY:

JOSEFINO M. MELGAR, JR.

SET NO.

DPWH-IV-B

COVER PAGE

SALVADOR E. ABAD

ASSISTANT DISTRICT ENGINEER

AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO














AUGUSTO T. VIRAY,JR.

ARCHITECT II

CHECKED BY:

OIC-CHIEF ,PLANNING & DESIGN SECTION

ENGINEER II (Building Coordinator)

SUBMITTED BY:

1

A 1

CONSTRUCTION OF MULTI-PURPOSE BUILDING

BRGY. TALABAAN MAMBURAO

BRGY. TALABAAN MAMBURAO, OCC. MINDORO

COORDINATES :

LATITUDE (X) LONGITUDE (Y)

13.149039 120.680327

CONST. OF MULTI-PURPOSE BUILDING


AMELIA PAZ D. VASQUEZ

JOHNNY USI

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REVISION(S)

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DATE

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PROJECT TITLE

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SHEET CONTENTS

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LOCATION : BRGY.TALABAAN MAMBURAO OCC. MINDORO

VICINITY MAP

SITE DEV'T. PLAN

2

3

4

B

A

6.00

6.00

6.00

20.00

C

O

N

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O

F

M

U

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P

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ARCHITECT II

PREPARED BY: SUBMITTED BY: APPROVED BY:


SET NO. SHT NO.

2

A 2

DPWH-IV-B

PERSPECTIVE

PERSPECTIVE

VICINITY MAP

SITE DEV'T. PLAN


OFFICE OF THE CITY/MUNICIPAL

ENGINEER/BUILDING OFFICIAL

DISTRICT/CITY/MUNICIPALITY

TABLE OF CONTENTS

LAND USE AND ZONING

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

SANITARY

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

A -1

PERSPECTIVE

LOCATION MAP

TABLE OF CONTENTS

SITE DEV'T. PLAN

A -2

GROUND FLOOR PLAN

A -3

S-1

FOUNDATION LAYOUT

WALL FOOTING DETAILS

SC DETAILS

CANOPY ROOF FRAMING DETAILS

LOCATION PLAN

LOCATION MAP

LONGITUDINAL ELEVATION

CROSS ELEVATION

LONGITUDINAL SECTION

CROSS SECTION

S-2

ROOF FRAMING PLAN

S-3

DETAILS

DISTRICT ROAD MAP

MINDORO OCCIDENTAL I DISTRICT ENGINEERING OFFICE

Mamburao, Occidental Mindoro

CALINTAAN

SANTA CRUZ

PALUAN

MAGSAYSAY

SAN JOSE

RIZAL

MAMBURAO

N








AIRPORT ROAD BRGY. 9, MAMBURAO




S-4

STRUCTURAL NOTES

DISTRICT ENGINEER

SALVADOR E. ABAD


CHECKED BY:



SUBMITTED BY:




JOHNNY USI

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NTS

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A-1

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2

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1

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4

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PROJECT TITLE

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SHEET CONTENTS

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ARCHITECT II



SET NO. SHT NO.

GROUND FLOOR PLAN

3

A 3

DPWH-IV-B

GROUND FLOOR PLAN

1

B

A

2 3 4 5 6

6.00 6.00 6.00 6.00

30.00

6.00








20.00

DISTRICT ENGINEER

SALVADOR E. ABAD


CHECKED BY:



SUBMITTED BY:




JOHNNY USI

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SHEET CONTENTS

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REVISION(S)

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DATE

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2

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A-2

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SCALE :

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1 : 100 METERS

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MULTI-PURPOSE CONCRETE PAVEMENT

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PROJECT TITLE

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ARCHITECT II



SET NO. SHT NO.

4

A 4

DPWH-IV-B

1 2 3 4 5 6

6.00 6.00 6.00 6.00 6.00

30.00

1 2 3 4 5 6

6.00 6.00 6.00 6.00 6.00

30.00

LONGITUDINAL ELEVATION CROSS ELEVATION

0.20

0.20

LONGITUDINAL SECTION CROSS SECTION

LONGITUDINAL ELEVATION

CROSS ELEVATION

LONGITUDINAL SECTION

CROSS SECTION

0.23















0.20

0.50

BA

0.20

20.00

3.51

5.79

0.50

1.60

2.00

1.25

4.90

1.50

BA

20.00

1.251.60

2.00

1.31

4.90

4.79

5.26

0.20

3.51

5.79

0.50

1

B

A

6.00

30.00

20.00

DISTRICT ENGINEER

SALVADOR E. ABAD


CHECKED BY:



SUBMITTED BY:




JOHNNY USI

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REVISION(S)

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3

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1 : 100 METERS

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4

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A-3

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1 : 100 METERS

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5

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A-3

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1 : 100 METERS

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6

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A-3

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SCALE :

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1 : 100 METERS

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TOP OF TOP CHORD

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FIN FLR LINE

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NAT GRND LINE

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TOP OF TOP CHORD

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FIN FLR LINE

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NAT GRND LINE

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STRUT-2

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GA#26 PRE-PAINTED RIB-TYPE

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CORR.G.I. SHT.FASCIA

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RIDGE ROLL

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END FLUSHING

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EXISTING CONCRETE PAVEMENT

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STRUT-2

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STRUT-2

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STRUT-2

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STRUT-2

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STRUT-1

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END FLUSHING

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PLAIN CEM CONC

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PLASTER FINISH

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TOP OF TOP CHORD

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TOP OF ROOF BEAM

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FIN FLR LINE

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NAT GRND LINE

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BOTT OF ROOF BEAM

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TOP OF TOP CHORD

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TOP OF ROOF BEAM

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FIN FLR LINE

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NAT GRND LINE

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C

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L

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BOTT OF ROOF BEAM

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TOP OF TOP CHORD

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FIN FLR LINE

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NAT GRND LINE

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TOP OF TOP CHORD

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TOP OF ROOF BEAM

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FIN FLR LINE

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NAT GRND LINE

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BOTT OF ROOF BEAM

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TOP OF TOP CHORD

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TOP OF ROOF BEAM

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FIN FLR LINE

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NAT GRND LINE

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C

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L

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BOTT OF ROOF BEAM

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STRUT-2

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STRUT-2

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STRUT-2

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STRUT-2

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STRUT-1

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STRUT-1

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STRUT-1

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STRUT-1

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B

A


ARCHITECT II



SET NO. SHT NO.

FOUNDATION PLAN

5

S 1

DPWH-IV-B

FOUNDATION PLAN

TYP. FOOTING DETAIL

600

400

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

S C H E D U L E O F F O O T I N G

WALL FOOTING- 1

COLUMN SCHEDULE

TYP. FOOTING DETAIL

SCHEDULE OF FOOTING AIRPORT ROAD BRGY. 9, MAMBURAO











1

B

A

2 3 4 5 6

6.00 6.00 6.00 6.00

30.00

6.0020

.00

DISTRICT ENGINEER

SALVADOR E. ABAD


CHECKED BY:



SUBMITTED BY:

0.25

0.50




JOHNNY USI

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REVISION(S)

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DATE

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1

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S-1

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SCALE :

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1 : 100 METERS

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PLAN

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W

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L

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100 mm THICK

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L

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GRAVEL BEDDING

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SCALE

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S-2

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SECTION

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NTS

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Y-BARS

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X-BARS

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D

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t

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NGL

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100

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Y-BARS

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X-BARS

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FFL

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FTB-1

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200(VER.EXISTING PAVEMENT)

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4

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1@50, 3@75, REST @

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150mm TO CENTER

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BOTTOM OF ROOF BEAM LEVEL

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FRM TOP OF COL FOOTING LEVEL TO

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TIES : 2-SETS %%C10 mm

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8-%%C16mm

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MAIN BAR:

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LEVEL

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C-1

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FOOTING DIMENSIONS (mm)

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FOOTING

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2000

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F-1

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(L)

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LENGTH

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MARK

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REINFORCEMENT

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Thickness

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2000

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1600(ver.)

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(D)

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DEPTH

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(W)

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WIDTH

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9 - 16mm%%C

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BAR X

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(t)

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350

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9 - 16mm%%C

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BAR Y

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SQUARE FOOTING

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SQUARE FOOTING

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REMARKS

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8-%%C16mm CONT.

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VERT BARS W/1-SET

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TIES @ 150 mm on center

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(as shown on the plan)

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PROJECT TITLE

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C-1/F-1

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TB-1

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C-1/F-1

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TB-1

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C-1/F-1

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TB-1

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C-1/F-1

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TB-1

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C-1/F-1

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TB-1

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C-1/F-1

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C-1/F-1

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C-1/F-1

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C-1/F-1

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C-1/F-1

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C-1/F-1

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C-1/F-1

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TB-1

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TB-1

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TB-1

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TB-1

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TB-1

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ARCHITECT II



SET NO. SHT NO.

ROOF FRAMING PLAN

6

S 2

DPWH-IV-B

ROOF FRAMING PLAN

1

B

A

2 3 4 5 6

6.00 6.00 6.00 6.00

30.00

6.00








20.0

0

DISTRICT ENGINEER

SALVADOR E. ABAD


BAR 'D' EXTRA BOTT

BAR 'C' EXTRA TOP

BAR 'A' CONT TOP

BAR 'C' EXTRA TOP

BAR 'D' EXTRA BOTT

TYP R.C. BEAM ELEVATION

SPACING OF STIRRUPSSPACING OF STIRRUPSINT SPANINT SUPPEXT SPANEXT SUPP

L2/5L1/5L1/5

INT SUPP

L2/5

BAR 'C' EXTRA TOP

BAR 'A' CONT TOP

BAR 'C' EXTRA TOP

L2/4L2/4L1/4L1/4

CANTILEVER L1 L2

BAR 'D' EXTRA BOTT

BAR 'C' EXTRA TOP

BAR 'A' CONT TOP

BAR 'C' EXTRA TOP

BAR 'D' EXTRA BOTT

TYP R.C. BEAM ELEVATION

SPACING OF STIRRUPSSPACING OF STIRRUPSINT SPANINT SUPPEXT SPANEXT SUPP

L2/5L1/5L1/5

INT SUPP

L2/5

BAR 'C' EXTRA TOP

BAR 'A' CONT TOP

BAR 'C' EXTRA TOP

L2/4L2/4L1/4L1/4

CANTILEVER L1 L2

BOTT BARS

STIRRUPSD

B- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 @ 0.20, REST @ 0.30A- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 @ 0.15,2 @ 0.20 REST @0.30SPACING OF STIRRUPS

B

BOTT BARS

STIRRUPS

TYP.R.C.BEAM SECTION

D

B- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 @ 0.20, REST @ 0.30A- 10 MM STIR. 1 @ 0.05,6 @ 0.10,4 @ 0.15,2 @ 0.20 REST @0.30SPACING OF STIRRUPS

B

INT SPANEXT SPANINT SUPP EXT SUPP

BAR 'D' EXTRA BOTTBAR 'C' EXTRA TOP

CONT BOTTCONT TOPDB

BAR 'B'BAR 'A'DEPTHWIDTHSTIRRUPS

OFSPACING

SIZES

MARKBEAM

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

INT SPANEXT SPANINT SUPP EXT SUPP

BAR 'D' EXTRA BOTTBAR 'C' EXTRA TOP

CONT BOTTCONT TOPDB

BAR 'B'BAR 'A'DEPTHWIDTHSTIRRUPS

OFSPACING

SIZES

MARKBEAM

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

RB-1 0.50 3-16 MM 3-16 MM0.30

FTB-1 B0.50 2-16 MM 2-16 MM2-16 MM 2-16 MM0.25

A2-16 MM 2-16 MM

SCHEDULE OF BEAM

CHECKED BY:



SUBMITTED BY:

BOTT BARS

STIRRUPS

TOP BARS


D

B

BOTT BARS

STIRRUPS

TOP BARS


D

B

STIRRUPS

TOP BARS

D

B

EXTRA BOTT BARS

STIRRUPS

TOP BARS

D

B


@ MID-SPAN

EXTRA BOTT BARS@ SUPPORT

@ SUPPORT @ MID-SPAN




JOHNNY USI

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SHEET CONTENTS

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REVISION(S)

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DATE

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1

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S-1

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SCALE :

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1 : 100 METERS

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1.10mm THK.X 2" X 6"

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C-PURLINS @ 0.70 M.O.C.

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STRUT-1

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STRUT-2

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T-1

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T-1

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T-1

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T-1

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T-1

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T-1

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12MM DIA CROSS BRACING

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W/STD TURNBUCKLE

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12MM DIA PLN BAR SIGSAG BAR

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W/STD. NUTS & WASHER

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12MM DIA PLN BAR SIGSAG BAR

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W/STD. NUTS & WASHER

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STRUT-1

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PROJECT TITLE

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W/STD TURNBUCKLE

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W/STD TURNBUCKLE

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0.075 DIA HOLE

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ARCHITECT II



SET NO. SHT NO.

DETAILS

7

S 3

DPWH-IV-B

A

DET.ELEVATION OF T-1

0.50

0.40

0.35

0

PLAN

ELEVATION

SPOT DETAIL

3 EQUAL PANEL @ 1.966 = 5.898 M.

0.25.05

DET. CONNECTION @ PURLINS

DET. ELEVATION OF STRUT-1

SPOT DETAIL

SPOT DETAIL

W

L 1

L 2

1.20

0.175








4.79 @ 8-EQUAL PARTS

5.26 @ 8-EQUAL PARTS

1.50

4.90

SEE SPOT DET-2

SPOT DETAIL

SEE SPOT DET-1

DISTRICT ENGINEER

SALVADOR E. ABAD


0.20

3.51

5.79

0.50

0.55

0.30

0.18

CHECKED BY:



SUBMITTED BY:




JOHNNY USI

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SHEET CONTENTS

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REVISION(S)

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2

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S-1

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1 : 40 METERS

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4-20MM DIA. X 600MM LONG

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ANCHOR BOLTS W/STD

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NUTS & WASHERS

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500 X 350 X 120MM

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THK.PLATES

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BASE PLATE

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350 X 310 X 60MM

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THK.PLATES

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BASE PLATE

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TOP OF ROOF BEAM

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2

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SCALE :

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NTS

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4-20MM DIA. X 600MM LONG

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ANCHOR BOLTS W/STD

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NUTS & WASHERS

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8MM THK

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SEE SPOT DETAIL-4

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SEE SPOT DETAIL-4

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1-75 X 75 X 6 MM THK.

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150 X 50 MM Ga.# 14 W/

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4-9 MM DIA. BOLTS W/STD.

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NUTS & WASHERS

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1 LS-6 MM X 50 X50 MM

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PURLINS CLEATS

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G

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SCALE :

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G

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SCALE :

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NTS

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4.85 MM THK WELD

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75 X 75 X 6 MM THK

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1L-75.00X75.00X 6MM

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3

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75 X 75 X 6MM THK

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4.85 MM THK WELD

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4

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DESCRIPTION

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MARK

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W (MM)

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L1 (MM)

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L2 (MM)

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L (MM)

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A

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2LS 75.00 X 75.00 X 6.00 MM

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100

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500

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150

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4.85

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B

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88

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450

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140

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4.85

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C

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63

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200

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60

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4.85

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D

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88

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450

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140

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4.85

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E

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63

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200

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60

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4.85

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1L 75.00 X 75.00 X 6.00 MM

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A

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A

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2LS 75.00 X 75.00 X 6.00 MM

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2LS 75.00 X 75.00 X 6.00 MM

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2LS 75.00 X 75.00 X 6.00 MM

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1L-75.00X75.00X 6MM

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C

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L

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2-75 X 75 X 6 MM THK.

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4-10MM DIA. CONT RSB

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10MM DIA. RSB @ 0.40M.O.C.

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RB-1

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RB-1

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1

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SCALE :

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NTS

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7-10MM DIA. CONT RSB

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10MM DIA. RSB @ 0.40M.O.C.

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A

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A

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B

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B

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B

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D

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E

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A

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2-65 X 65 X 6 MM THK.

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E

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E

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E

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C

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C

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C

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D

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D

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D

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3"DIA.HOLE

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0.015 GROOVE

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REPUBLIC OF THE PHILIPPINESDEPARTMENT OF PUBLIC WORKS & HIGHWAYS

AIRPORT ROAD BRGY 9 MAMBURAO OCC. MINDORO

PROJECT TITLE SHEET CONTENTS REVISION(S) DATE

LOCATION :

OFFICE OF THE DISTRICT ENGINEERMINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE


ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD

RECOMMENDING APPROVAL:

AMELIA PAZ D. VASQUEZCHECKED BY:

DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.

OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER

DPWH-IV-B

CONSTRUCTION OF MULTI-PURPOSE BLDG.

, OCC. MINDORO

JOHNNY M. USIENGR. II - BLDG. COORDINATOR

SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

6:5

4 A

M

1





CONSTRUCTION OF MULTI-PURPOSE BUILDINGAT BRGY. TANGKALAN, MAMBURAO, OCC. MINDORO

BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



CHECKED BY:

DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B



SUBMITTED BY:

ENGINEERING ASST.

REPUBLIC OF THE PHILIPPINESOFFICE OF THE CITY/MUNICIPALENGINEER/BUILDING OFFICIAL


LAND USE AND ZONING

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

PLUMBING

SANITARY

TABLE OF CONTENTS

LOCATION MAP

CALINTAAN

SANTA CRUZ

PALUAN

ABRA DE ILOG

MAGSAYSAY

SAN JOSE

RIZAL

SABLAYAN

MAMBURAO

98

979695

9493

92

9190

89

88

87

86

8584

83

82

818079

78

77 76

75

74

73

7271

70

69

DISTRICT ROAD MAP

MINDORO OCCIDENTAL I DIS TRICT ENGI NEERI NG OFFICEMamburao, Occ id ental Mindoro

68

67

666564

63

6162

6059

55

58

5657

54

5253

51

50

4647

48

49

45

44

43

42

41

40

3938

3736

35

3334

32

3130

29

28

27

2625

24

2322

21

20

19

18

17

16

15

14

13

12

11

10

09

08

07

06

0504

03

02

01

O C C I D E N T A L M I N D O R O

O R I E N T A L M I N D O R O

Del Monte Pt.

Bagolayag Pt.

Tagawangawan

S i n a m b a l a n R .

Paikot

P a n d a n R.

I

l i n

S

t r

a

i

t

C a

g

u r

a

y

R.

M aculbo Pt.

A l i t u

n g a n

R.

P a

g b a

h a n

R.

M t . Micm ic

Calam intao

S a

l a g a n

R

.

M a m a l i R

.

B o

c a y a

o R

.

P

i n

t i n

R.

A

m

n a

y

R.

Amnay

Calanguan

I m era

R o

v e n

R.

E a g l e P a s s

M t. F a c h e t

Patrick R

.

Bangor Pass

C a t h e r i n e R.

R a y u s a n R .

San Agust in

Pagasa

V i g a

R .

A m n a y R.

CansayaPulong G ago

Pait an

M o m

p o n g

R.

Tuban

Batong Buhay

E. Aguinaldo

M alisbong

SABLA YAN PENA L CO LO NY

I budSan Vicente

San Fr ancisco

I bud R.

Tulaong R.

Lula

D o

n g

o n P

t .

TabonacPoypoy

Sapaton

M angarin

Ambulong

G ARZA I S.

I ling Pt.

Pabugan Pt .

Buluang Pt .

AMBULONG I S.

I LING

I S.

BURI I S.

M angarin Bay

Labangan

Last e

M angaagui Pt.BugiasM agirom

PawicanCabaong

Tabal

Natandol

Pawican Pt .

S i l a n g B a y

DumalagaBagocog

I nasakanM anukan

BatongUndaque

Bankal

G uiodBunuaga

I ling Proper

BunuagaLipat

TikodAnsiray

PucatodBukad Bukad

M anga

Alibog

Catayungan

Salam agaM unt uridoBungkalan

Sta. Theresa

CagurayBagaas

Sibalat

Bulo

Nicolas

G amot

G apasan

M anoot

Pit ogo

Aguas M ont e Claro

Batasan

M urtha

Alitayt ayan

Baulan

Bayotbot

Paclolo

Lourdes

M apaya

M abini

Labangan

M agbay

Caminawit

BagongSikat

San Roque

Bubog

La Curv a

Camburay

Centr al

Canwaling

San Agust in

Adela

Rumbang

Sto. NiñoSan Pedro

M angatSalvacion

M alawaan

M agsikap

Rizal

TanyagG utad

Cahagnayon

M alatikwang

NiyayosNew Dagupan

Balagbagan

Piri

Patay Ilog

I riron

I r i r o n B a y

M alpalon

Concepcion

Burgos

LigayaDongon Pt.

Pandanan

Sta. Lucia

Agsigang

M ananao Bal

ang

Lau

an

Ban

tar

Or il

an

Am

azon

aA

piasB

atota

ng B

ato

Bag

o Lay

ag

Bas

ilA

nola

ng

St o

. Tom

as

Gui

guint

o Pt .

Bar

io Pt.

I ba

Tugon

Talipanan

Lucut an

Camurong

UdaloM at abang

M t . Cabignayan

Calagian

Aluyan

CabignayanWawa

Lum angbayanTibag

LawaanLacbawan

M agnot

TinabunanLut ic

Talusungan

Tara

San Vicente

Balao

Tuay

CulanguanBaclaran

Baluguhan

Balibago Lanas Lake

Cabacao

EstebanBalant oy

Celina

El Dorado

Vict oria

Tagumpay

Pandan

Sto. Niño

TuburanArellano

Tabtaban LakeBuenavista

Bahay Par i

Anayasan

Pinagt urilanBugtong Kawayan

Balat ikan

BarahanDayap

Pola Banganay

Kabungahan

M ulawin

Lum angbayan

Lusacan

KabanabahanCasague

Pit ogo

Lanas

KawayaananO ring

Curt inganan

AlacaakCulisan

CarumbacAribugan

San Vicente

Lanas

Sahing

Baranggit

Bangayan

Talabaan

Calum bayanCigaras

M imping

Cabiguan

Tangkalan

M aculboLagundian

Balansay

Payompon

Dapi

LagnasLiliw

BagraanBalong M oro

BaniladSinam balan

SantolM at am ayor

Ligang

San Luis

Paluan

R.Maso

n R

.

I gsuso Pt .

I gsuso

M asl ud R.

M aslud

Binarira Pt.

PamutusinPamut usin Cove

Ma

riil Cov

e

Camtas Pt.

P a l u a n B a y

M amar a R.M

ason

R.

Tubili

Anduyanan

Visayan

BinitinAyasan

M ason

BuriM arikit

M arikit

Alipaoy

Lum ang Bayan

M aduronCalawagan

BARO K AN-SA HING

N

THIS SITE

A1

PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS

A2

FLOOR PLANFRONT ELEVATIONSIDE ELEVATION

A3

ROOF FRAMING PLANCROSS SECTIONLONGITUFINAL SECTION

S1

STRUCTURAL NOTES

S2

FOUNDATION LAYOUTFOOTING SCHEDULEFOOTING DETAILSCOLUMN SCHEDULEBEAM DETAILS

S3

ROOF FRAMING PLANBEAM DETAILSSTRUT DETAILS

S4

TRUSS DETAILSBASE PLATE DETAILSTRUSS SPOT DETAIL

THIS SITE

N


SABLAYAN, OCC. MDO.

TO

AB

RA

TO

MA

MB

UR

AO

SITE DEVELOPMENT PLAN

STRUCTURE

N

PERSPECTIVE

TO

MA

MB

UR

AO

TO

AB

RA

NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

1 2

APEX OF TRUSS

8.40

5.0

03.6

0

8.6

0

18.00

5.46

4.45° 4.45°

4.45°

4.45°

4.45°

26.68°

5.46

5.0

03.6

0

8.6

0

9.00 9.00

3S4

GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING

0.00

3.60

8.60

NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

ABCD

APEX OF TRUSS

8.40

6.00 6.00 6.00 0.80

5.0

03.6

0

8.6

0

2

A3

0.00

3.60

8.60


1 2

A

B

C

D

6.0

06.0

06.0

0

2

A3

18.00

-

---

CONCRETE PAVEMENTELEV. (VERIFY)




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


, OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

6:5

8 A

M

A2

1 : 100

FRONT ELEVATION2

1 : 100

LEFT SIDE ELEVATION3

1 : 100

FLOOR PLAN1

GA#26 PRE PAINTED G.I.SHT. RIDGE ROLL



1 2

A

B

C

D

6.0

06.0

06.0

0

9.00 9.00

NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

1 2

APEX OF TRUSS

8.40

18.00

9.00 9.00

5.0

03.6

0

8.6

0

STRUT

STRUT

STRUT

0.00

3.60

8.60

5.0

03.6

0

8.6

0


BEAM BEAM

R 1

1.72

NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

ABCD

APEX OF TRUSS

8.40

2

A3

6.00 6.00 6.00 0.80

0.00

3.60

8.60

STRUTSTRUTSTRUT

STRUTSTRUTSTRUT

5.0

03.6

0

8.6

0

BEAM BEAM BEAM


PURLINS 150 x 65 x 20 x 1.10mmSPACED @ 0.75 m O.C.




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


, OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

6:5

9 A

M

A3

1 : 100

ROOF PLAN1

1 : 100

CROSS SECTION2

1 : 100

LONGITUDINAL SECTION3



4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING & BRACINGS OF THE

STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.

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

1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR

IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED FOR ENGINEERS APPROVAL BEFORE FABRICATION.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN CHECK WITH MECHANICAL

AND ELECTRICAL CONTRACTORS FOR CONDUITS PIPE SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE.

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

4 IN. (100 MM)3/4 IN. (19 MM)20.7 Mpa(3000 PSI)

4 IN. (100 MM)

4 IN. (100 MM)

4 IN. (100 MM)

3/4 IN. (19 MM)

3/4 IN. (19 MM)

20.7 Mpa(3000 PSI)

20.7 Mpa(3000 PSI)

17.2 Mpa(2500 PSI) 3/4 IN. (19 MM)

ELEVATOR SHAFT

COLUMNS

BEAMS, SLABS

SLAB ON GRADE

AND GRADE 40 FOR DIA. 16 AND LARGER BARS.

3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 33 FOR DIAMETER 12 & SMALLER BARS

4. IN GENERAL THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING REINFORCED

2. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT (28) DAYS

W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMPS AS FOLLOWS.

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING CODE OF AMERICAN

CONCRETE INSTITUTE (ACI-318).

3/4 IN. (19 MM)

1 1/2 IN. (38 MM)

1 IN. (25 MM)

1 1/2 IN. (38 MM)

3 IN. (75 MM)

2 IN. (50 MM)

SUSPENDED SLABS

WALLS ABOVE GRADE

SLAB ON GRADE

BE STAGGERED WHENEVER POSSIBLE.

PRIOR TO PLACING OF CONCRETE.

7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED & SECURED IN PLACE

8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENT'S AND

CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN OR NOTED.

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

6. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE W/ TABLE 1

(TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL

BEAM STIRRUPS AND COLUMN TIES

WHERE CONCRETE IS EXPOSED TO

EARTH BUT POURED AGAINST FORMS

WHERE CONCRETE IS DEPOSITED

DIRECTLY AGAINST EARTH

8 DAYS

24 HRS.

18 HRS.

14 DAYS

FOUNDATION

WALLS

BEAMS

1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT NOT TO EXCEED 80 PCF.

FOR LOAD BEARING TYPE CONCRETE BLOCKS, A MINIMUM COMPRESSIVE STRENGTH OF 6.90 MPA

2. PROVIDE 1- 16 VERTICAL BARS AT CORNERS, INTERSECTIONS, END OF WALLS AND EACH SIDE OF OPENINGS.

9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS IMMEDIATELY AFTER

POURING BY THE USE OF WET BURLAP FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS.

10. STRIPPING OF FORMS AND SHORES:

SUSPENDED SLAB EXCEPT WHEN

ADDITIONAL LOADS ARE IMPOSED

10 @ 600 MM

10 @ 600 MM

10 @ 600 MM

12 @ 400 MM

10 @ 400 MM

10 @ 400 MM

8 IN. (200 MM)

6 IN. (150 MM)

4 IN. (100 MM)

6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT

1. FOUNDATION DESIGN WAS BASED ON ASSUMED SOIL BEARING CAPACITY OF 95.76KPA

(REFER TO SPECIFICATIONS).

4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS.

5. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS WHERE SPLICE DOWELS FROM

3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 MM) ON EACH SIDE OF MASONRY WALL OPENING.

TO MATCH.

FOOTING OR SLABS SHALL EXTEND INTO THE BLOCK WALL A MINIMUM OF 30 BAR DIAMETERS, AND DOWELS

MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.

4 IN. (100 MM)3/4 IN. (19 MM)20.7 Mpa(3000 PSI)FOUNDATION FOOTING

SHALL BE DEVELOPED.

WHICHEVER IS GREATER.

COLUMN TIES SCHEDULE.

0.40

0.30

0.35

0.60

0.60

0.60

0.61

0.40

0.45

0.680.90

0.56 0.60

1.10

0.76

1. YIELD STRESS OF HOOPS = 40 KSI

ACI DETAILING MANUAL 1980 PUB SP-66

3. NUMBER OF HOOP TIES SAME AS PER

2. D = USE MAXIMUM COLUMN DIMENSION,

4. ALL CONCRETE REINFORCEMENT DETAIL

1/6 CLEAR HEIGHT OR 18" (450mm)

SHOULD BE DONE IN ACCORDANCE WITH16

10

12

25

20

1.84

1.40

1.43

1.12

2.41

1.90

36

32

1. TYPE "A" BUNDLED BARSTYPE "B" INDIVIDUAL BARS

2. NOT MORE THAN 33% OF THE BARS SHALL BE

SPLICED WITHIN THE REQUIRED LAP LENGTH

28 1.40 1.20 0.86

FLR. SLAB OR BEAM

(DO

WE

L)40

0

MATCH VERT. BARS

1. ALL JOINTS AND CELLSCONTAINING REINFORCING

BARS SHALL BE FILLED

DOWEL BARS TO

(DO

WE

L)40

0

FOR FLOOR SLAB ONLY1- 16 CONT. HOR. BARS

WITH CONCRETE GROUT.2. FOR REINFORCEMENTS SEE

CONSTRUCTION NOTES.

VE

RIF

Y D

EP

RES

SIO

N

VE

RIF

Y A

RC

HIT

EC

TU

RA

L

MAIN REINFORCEMENT

t

t OR

1/4

D

SLEEVES FOR UTILITYPIPES MAX. 1/5 D

PROVIDE 3- 10 EXTRA STIRR.4- 12@ 1800 LONG TOP BARS BENDBARS MIN. OF 1,200 (4'-0") INTO BARS.

4- 12 BOTT. BARS

DOWN INTO EDGE BEAM. EXTENDED

EACH SIDE OF SLEEVES

600

600

600

DOWEL TO MATCHCHB VERT. BARS

(min.)30 BAR DIA.

550

(min.)30 BAR DIA.

4- 16 VERT. BARS

30 BAR DIA. (min.)

2t=FOR SLABD=FOR BEAM

550

4- 16 VERT. BARS

D=F

OR

BE

AM

t=F

OR

SLA

B

CROSS-TIE

H

D

@ 300 O.C.

TO BE CONTINUOUS

10x1000 LONG

MAIN REINFORCEMENTS

550

H

t

40

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

t/3t/3

t/3

10d min.

DJO

INT

RE

INF

.

ShD

CO

NF

. RE

INF

.

LAP SPLICE LENGTH:

SHALL BE 600mm.TWO ADJACENT BARS SPLICES

ALTERNATE BARS SHOULD BEAT ANY LEVEL NO MORE THAN

SPLICED. MIN. DISTANCE BET.C

ON

F. R

EIN

F.

SIDES OF THE COLUMN. ALL OTHER

THERE ARE BEAMS HAVING WIDTH OF

CONDITIONS USE HOOPS @ "Sh" CENTERS.

FOR COL. BAR SPLICES SEE TABLE

JOINT HOOP SPACE @ "2Sh" WHEN

WIDTH & DEPTHS NOT LESS THANAT LEAST ONE-HALF THE COLUMN

BEAM THAT FRAME INTO FOURTHREE QUARTERS OF THE DEEPEST

(MIN.)50

(MIN.)

STRESS, PROVIDE SHEAR RODSWITH ENGINEERS APPROVAL

DD/3

D/3

D/3

30 BAR

FORCEMENTS (TYPICAL)

SEE CONSTRUCTION NOTESFOR MASONRY WALL REIN-

FIN. FLR. LVL.

D Sh

CO

NF

. RE

INF

.

0.25L

REQ'D. BOTT. BARS @ SUPPORT

TOP BARS @ SUPPORT (CONT.)

CO

NF

. RE

INF

.D

0.22L

0.165L SPLICE BOTTOM BARS

EXTRA TOP BARS@ SUPPORT

AT MID SPAN

JOIN

T R

EIN

F.

ALL CONCRETE REINF. DETAIL SHOULD BE DONE IN ACCORDANCE WITH ACIDETAILING MANUAL (LATEST EDITION)

COLUMN REINFORCEMENTOF MIN. LAP SPLICE LENGTH OF

L

PE

R S

CHE

DU

LEC

OLU

MN

TIE

S A

S

WHERE JOINTS IS AT POINT OF

CO

NF

. RE

INF

. TIE

S L

AT

. TIE

S

JT. R

EIN

F.H (C

LEA

R H

EIG

HT

OF

CO

L.)

HA

LF O

F "H

"W

ITH

IN C

EN

TE

R

350m

m. M

AX.


DO

WE

L

400

250

300

(TYP.)

400

DO

WE

L

400

250

6- 10 BARS (AS SHOWN)10 BOTT. BARS @ 300 O.C.

SLAB OCCURS

MID-DEPTH OF SLAB12x1000 LONG AT

1- 12 TOP &BOTT. BARS

AT EACH CORNER

38mmCLEAR

400

SLABOPENING

OMIT TRIMMER BARS WHERE OPENING IS FRAMED BY BEAM

BARS UP TO BEAM SUPPORTIN TWO WAY SLAB EXTEND

400

(TYP.)

300

10 BOTT. BARS

CHB VERTICAL BARSDOWEL BARS TO MATCH

400

3- 10 BOTT. BARS

@ 300 O.C.

NAT. GRD. LVL.

250

400

600

(MIN

.)

BARS AT OPENING

@ 150 O.C.10 STIRRUPS

(MIN)200

200

(DO

WE

L)

400

200 (MIN)

2- 12 BOTT. BARS

2- 12 TOP BARS

CHB VERT. BARSDOWEL BARS TO MATCH

SEE CONSTRUCTION NOTESOF HOR. & VERT. BARSFOR SIZE AND SPACING

WINDOWOPENING

38mm CLEAR

CHB WALL

1- 16 VERT.BARS TYPICAL

OPENINGDOOR

FIN. FLR. LVL.

OPENING

ALL OPENINGS PLUS BARS (NOT

SEE ARCHITECTURAL & MECHANICAL

SHOWN) PARALLEL TO SIDE OF OPENING

PLANS FOR SLAB OPENING LOCATION.

EQUAL TO THE NUMBER OF TERMINATED

PROVIDE THESE ADDITIONAL BARS FOR

FIN. FLR. LVL.

WHERE DEPRESSED

VA

RIE

S

D

LE

Dbar

10 TO 25 6Dbar 4Dbar >60

28 TO 36 4Dbar >608Dbar

LE

Dbar

10 TO 25 3Dbar 12Dbar

28 TO 36 12Dbar4Dbar

30 BAR

550

12 THK. EXPANSION JOINTWITH MASTIC FILLER

1- 16 VERT. BARS

1- 16 VERT. BARS

SEE CONSTRUCTION NOTES.

FOR SIZE AND SPACINGOF HOR. & VERT. BARS

CHB WALL

R.C. COLUMN OR WALL

CHB WALL

OF HOR. & VERT. BARSSEE CONSTRUCTION NOTES.

CHB WALL

FOR SIZE AND SPACING

CHB HOR. BARS

WITH MASTIC FILLER

DOWEL BARS TO MATCH

12 THK. EXPANSION JOINT12 THK. EXPANSION JOINT

1- 16 VERT. BARS

WITH MASTIC FILLER


SEE CONSTRUCTION NOTES. 400(DOWEL)

OF HOR. & VERT. BARS

400

(DO

WE

L)40

0(D

OW

EL)

A. GENERAL

MAX. SLUMP28 DAYS STRENGTH MAX. SIZE AGGREGATELOCATION

B. CONCRETE & REINFORCEMENT

C. MASONRY AND CONCRETE BLOCKS

VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENTWALL THICKNESS

D. FOUNDATION

NOTES:

TYPE "A" TYPE "B"

LAP SPLICES LENGTH

LENGTH (M)ANCHORAGE

(MM)BAR SIZES

NOTES:

PLAN

BEAM

NOTE:

NOTE:

SECTION

ELEVATION

BAR DIAMETER MINIMUM BEND EXTENSIONDbar DIAMETER D LE

BAR DIAMETER MINIMUM BEND EXTENSIONDbar RADIUS R LE

CORNER WALL OPENING OR END WALL

INTERSECTION WALL INTERSECTING R.C. COL. OR WALL

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

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

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

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

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

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

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

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

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

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

CONSTRUCTION NOTESTABLE OF LAP SPLICE & ANCHORAGE LENGTH

PARTITION REINFORCEMENTSTYP. SECTION OF MASONRY

TYP. DET. FOR SLEEVESTHRU CONCRETE BEAM

TYPICAL CORNER SLAB DETAIL

OF R.C. WALL AT CORNERSTYPICAL CONNECTION DETAIL

CONSTRUCTION JOINT DET.TYPICAL SLAB & BEAM

TYPICAL COLUMN ELEV. SHOWINGDOWELS AND TIES SPACING

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

OR SLAB CHANGE SOFFITTYPICAL DETAIL FOR BEAM

TYP. SLAB OPENING DET.

TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING

TYP. EXTERIOR WDW. & DOOR OPENING

TYPICAL CHB FOOTING DETAILS ( WHERE APPLICABLE )

180 DEG STANDARD HOOK FORNONSTIRRUP REINFORCEMENT


TYPICAL CONNECTION DETAIL OF MASONRY WALL




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


, OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

6:5

9 A

M

S1PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS


1 2

A

B

C

D

6.0

06.0

06.0

0

C1F1

C1F1

C1F1

C1F1 C1F1

C1F1

C1F1

C1F1

18.00

18.0

0

1@50, 3@100, REST @

150mm TO CENTER

TIES : Ø10 mm

8-Ø16mmMAIN BAR:

600

300

PLAN

SECTION

(L)

LENGTH Thickness

(D)

DEPTH

(W)

WIDTH BAR X(t)

BAR Y

1600F-1 1600 1800(ver.) 7 - 16mm250 7 - 16mm SQUARE FOOTINGSQUARE FOOTING

W

L

100 mm THICKL

GRAVEL BEDDING

Y-BARS

X-BARS

D

t

NGL

100

Y-BARS

X-BARS

C-1



FOOTING DIMENSIONS (mm)FOOTING

MARK

REINFORCEMENT REMARKS

BEAM DETAILS

SUPPORT MID SUPPORT

250

500

250

500

250

500

1@50, 3@100, REST @

150mm TO CENTER

TIES : Ø10 mm4 - Ø16mmMAIN BAR:

2 - Ø16mmEXTRA BARS @ SUPP. :

EXTRA BARS @ MID : 2 - Ø16mm




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


, OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

7:0

0 A

M

S2

1 : 100

FOUNDATION LAYOUT1

NTS

FOOTING, COL. & BEAMS2



A

B

C

D6.0

06.0

06.0

0

19.7

0

0.9

00.8

0

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

12M

M D

IA C

ROSS B

RAC

ING

W/S

TD T

UR

NBU

CKLE

12M

M D

IA C

ROSS B

RAC

ING

W/S

TD T

UR

NBU

CKLE

ST

RU

TS

TR

UT

ST

RU

T

ST

RU

TS

TR

UT

ST

RU

T

ST

RU

TS

TR

UT

ST

RU

T

12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER

TRUSS

TRUSS

TRUSS

TRUSS

1-(63mm x 63mm x 6mm thk).

4.85 MM THK WELD

1L-(63

mm

x 6

3mm

x 6

mm

thk)

4.85 MM THK WELD

1L-(63

mm

x 6

3mm

x 6

mm

thk)

1-(63mm x 63mm x 6mm thk)


SEE SPOT DETAIL-4

SEE SPOT DETAIL-4

TC & BC

WEBMEMBER

DESCRIPTIONMARK W (MM) L1 (MM) L2 (MM) L (MM)


SPOT DETAIL

SPOT DETAIL

2 EQUAL PANEL @ 1.966 = 5.898 M.

VERIFY

63 200 60 4.85

51 450 140 4.85

2LS 63.00 X 63.00 X 6.00 MM

2LS 51.00 X 51.00 X 6.00 MM

STRUT 63 200 60 4.852LS 63.00 X 63.00 X 6.00 MM

2D2D

L2

L2/3 L2/3 L2/3

2D 2D

L3

L3/3 L3/3 L3/3

2D

L2/5 L2/5 L2/5 L2/5

LAP SPLICES AREONLY ALLOWED INTHIS PORTION





LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


, OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

7:0

0 A

M

S3

1 : 100

ROOF FRAMING PLAN1

NTS

STEEL CONNECTION DET.3

NTS

BEAM DETAILS2

2-16 Ø MM

2-16 Ø MM MAIN CONT. BARS

2-16 Ø MM

2-16 Ø MM MM MAIN CONT. BARS



1 218.00

5.46 4.45°

4.45°

4.45°

4.45°

4.45°

26.68°

5.46

5.22

0.91

0.75

4S4



WEB MEMBER (51mm x 51mm x6mm thk)

BOTTOM CHORD (63mm x 63mm x 6mm thk)

TOP CHORD (63mm x 63mm x 6mm thk)

GUSSET PLATE (150 x 200 x 6mm thk)



WEB MEMBER (51mm x 51mm x 6mm thk)

WEB MEMBER DISTANCE

R 11.72

TRUSS RADIUS

STRUT

STRUT

STRUT

0.60

0.32

0.20

0.5

0

GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFINGPURLINS 150 x 65 x 20 x 1.10mmSPACED @ 0.75 m O.C.








STEEL CLEATS

0.3

0

0.25

0.60




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


, OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

7:0

3 A

M

S4

1 : 30

TRUSS DETAIL1

1 : 10

BASE PLATE (SIDE)3

1 : 10

TRUSS SPOT DETAIL4

1 : 10

BASE PLATE (TOP)2

6-16mm diax600mm Anchor Boltw/ std. NUT & WASHERS

300 x 600 x 12mm thk

410 x 300 x 18mm thk

310 x 175 x 12mm thk

450 x 175 x 12mm thk 175 x 175 x 12mm thk

450 x 175 x 12mm thk

310 x 175 x 12mm thk

410 x 300 x 18mm thk

300 x 600 x 12mm thk

6-16mm Ø x 600mmAnchor Boltw/ std. NUT & WASHERS

175 x 175 x 12mm thk

GA#26 PRE PAINTED G.I. SHT. RIDGE ROLL


DISTANCE FROM TOP CHORDTO BOTTOM CHORD

WELLDED TRUSS CONNECTIONTO SUPOORT BASE PLATE

CONC. COLUMN

CONC. BEAM





LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B

CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL

MINDORO

RIZAL , OCC. MINDORO


SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

9:5

1 A

M

1





CONSTRUCTION OF COVERED COURTMALAWAAN, RIZAL OCC. MINDORO




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD


AMELIA PAZ VAZQUEZ

CHECKED BY:

DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B



SUBMITTED BY:

ENGINEERING ASST.

REPUBLIC OF THE PHILIPPINESOFFICE OF THE CITY/MUNICIPALENGINEER/BUILDING OFFICIAL


LAND USE AND ZONING

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

PLUMBING

SANITARY

TABLE OF CONTENTS

LOCATION MAP

CALINTAAN

SANTA CRUZ

PALUAN

ABRA DE ILOG

MAGSAYSAY

SAN JOSE

RIZAL

SABLAYAN

MAMBURAO

98

979695

9493

92

9190

89

88

87

86

8584

83

82

818079

78

77 76

75

74

73

7271

70

69

DISTRICT ROAD MAP

MINDORO OCCIDENTAL I DIS TRICT ENGI NEERI NG OFFICEMamburao, Occ id ental Mindoro

68

67

666564

63

6162

6059

55

58

5657

54

5253

51

50

4647

48

49

45

44

43

42

41

40

3938

3736

35

3334

32

3130

29

28

27

2625

24

2322

21

20

19

18

17

16

15

14

13

12

11

10

09

08

07

06

0504

03

02

01

O C C I D E N T A L M I N D O R O

O R I E N T A L M I N D O R O

Del Monte Pt.

Bagolayag Pt.

Tagawangawan

S i n a m b a l a n R .

Paikot

P a n d a n R.

I

l i n

S

t r

a

i

t

C a

g

u r

a

y

R.

M aculbo Pt.

A l i t u

n g a n

R.

P a

g b a

h a n

R.

M t . Micm ic

Calam intao

S a

l a g a n

R

.

M a m a l i R

.

B o

c a y a

o R

.

P

i n

t i n

R.

A

m

n a

y

R.

Amnay

Calanguan

I m era

R o

v e n

R.

E a g l e P a s s

M t. F a c h e t

Patrick R

.

Bangor Pass

C a t h e r i n e R.

R a y u s a n R .

San Agust in

Pagasa

V i g a

R .

A m n a y R.

CansayaPulong G ago

Pait an

M o m

p o n g

R.

Tuban

Batong Buhay

E. Aguinaldo

M alisbong

SABLA YAN PENA L CO LO NY

I budSan Vicente

San Fr ancisco

I bud R.

Tulaong R.

Lula

D o

n g

o n P

t .

TabonacPoypoy

Sapaton

M angarin

Ambulong

G ARZA I S.

I ling Pt.

Pabugan Pt .

Buluang Pt .

AMBULONG I S.

I LING

I S.

BURI I S.

M angarin Bay

Labangan

Last e

M angaagui Pt.BugiasM agirom

PawicanCabaong

Tabal

Natandol

Pawican Pt .

S i l a n g B a y

DumalagaBagocog

I nasakanM anukan

BatongUndaque

Bankal

G uiodBunuaga

I ling Proper

BunuagaLipat

TikodAnsiray

PucatodBukad Bukad

M anga

Alibog

Catayungan

Salam agaM unt uridoBungkalan

Sta. Theresa

CagurayBagaas

Sibalat

Bulo

Nicolas

G amot

G apasan

M anoot

Pit ogo

Aguas M ont e Claro

Batasan

M urtha

Alitayt ayan

Baulan

Bayotbot

Paclolo

Lourdes

M apaya

M abini

Labangan

M agbay

Caminawit

BagongSikat

San Roque

Bubog

La Curv a

Camburay

Centr al

Canwaling

San Agust in

Adela

Rumbang

Sto. NiñoSan Pedro

M angatSalvacion

M alawaan

M agsikap

Rizal

TanyagG utad

Cahagnayon

M alatikwang

NiyayosNew Dagupan

Balagbagan

Piri

Patay Ilog

I riron

I r i r o n B a y

M alpalon

Concepcion

Burgos

LigayaDongon Pt.

Pandanan

Sta. Lucia

Agsigang

M ananao Bal

ang

Lau

an

Ban

tar

Or il

an

Am

azon

aA

piasB

atota

ng B

ato

Bag

o Lay

ag

Bas

ilA

nola

ng

St o

. Tom

as

Gui

guint

o Pt .

Bar

io Pt.

I ba

Tugon

Talipanan

Lucut an

Camurong

UdaloM at abang

M t . Cabignayan

Calagian

Aluyan

CabignayanWawa

Lum angbayanTibag

LawaanLacbawan

M agnot

TinabunanLut ic

Talusungan

Tara

San Vicente

Balao

Tuay

CulanguanBaclaran

Baluguhan

Balibago Lanas Lake

Cabacao

EstebanBalant oy

Celina

El Dorado

Vict oria

Tagumpay

Pandan

Sto. Niño

TuburanArellano

Tabtaban LakeBuenavista

Bahay Par i

Anayasan

Pinagt urilanBugtong Kawayan

Balat ikan

BarahanDayap

Pola Banganay

Kabungahan

M ulawin

Lum angbayan

Lusacan

KabanabahanCasague

Pit ogo

Lanas

KawayaananO ring

Curt inganan

AlacaakCulisan

CarumbacAribugan

San Vicente

Lanas

Sahing

Baranggit

Bangayan

Talabaan

Calum bayanCigaras

M imping

Cabiguan

Tangkalan

M aculboLagundian

Balansay

Payompon

Dapi

LagnasLiliw

BagraanBalong M oro

BaniladSinam balan

SantolM at am ayor

Ligang

San Luis

Paluan

R.Maso

n R

.

I gsuso Pt .

I gsuso

M asl ud R.

M aslud

Binarira Pt.

PamutusinPamut usin Cove

Ma

riil Cov

e

Camtas Pt.

P a l u a n B a y

M amar a R.M

ason

R.

Tubili

Anduyanan

Visayan

BinitinAyasan

M ason

BuriM arikit

M arikit

Alipaoy

Lum ang Bayan

M aduronCalawagan

BARO K AN-SA HING

N

THIS SITE

A1


A2

FLOOR PLANFRONT ELEVATIONSIDE ELEVATION

A3

ROOF FRAMING PLANCROSS SECTIONLONGITUFINAL SECTION

S1

STRUCTURAL NOTES

S2


S3


S4


THIS SITE

N

CONSTRUCTION OF COVERED COURTMALAWAAN, RIZAL, OCCIDENTAL MINDORO

RIZAL, OCC. MDO.

TO CALINTAAN

TO SAN JOSE

VICINITY MAP SITE DEVELOPMENT PLAN

STRUCTURE

N

PERSPECTIVE

MALAWAAN BRGY.PLAZA

TO NATIO

NAL RO

AD

AS SHOWN




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

9:5

2 A

M

A1a

NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

1 2

APEX OF TRUSS

8.40

5.0

03.6

0

8.6

0

18.00

5.46

4.45° 4.45°

4.45°

4.45°

4.45°

26.68°

5.46

5.0

03.6

0

8.6

0

9.00 9.00

3S4


0.00

3.60

8.60

NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

ABCDE

APEX OF TRUSS

8.40

F

6.00 6.00 6.00 6.00 6.000.79 0.80

30.00

5.0

03.6

0

8.6

0

2

A3

0.00

3.60

8.60


1 2

A

B

C

D

E

6.0

06.0

06.0

06.0

0F

6.0

0

2

A3

18.00

30.0

0

-

---




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

9:5

6 A

M

A2

1 : 100

FRONT ELEVATION2

1 : 100

LEFT SIDE ELEVATION3

1 : 100

FLOOR PLAN1



1 2

A

B

C

D

E

F6.0

06.0

06.0

06.0

06. 0

0

30. 0

0

18.00

9.00 9.00



NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

1 2

APEX OF TRUSS

8.40

18.00

9.00 9.00

5.0

03.6

0

8.6

0

STRUT

STRUT

STRUT

0.00

3.60

8.60

5.0

03.6

0

8.6

0


BEAM BEAM

R 1

1.72


NAT. GRADE LINE

-0.20

TOP OF BEAM

3.40

ABCDE

APEX OF TRUSS

8.40

F2

A3

6.00 6.00 6.00 6.00 6.000.80 0.80

30.00

0.00

3.60

8.60

STRUTSTRUTSTRUTSTRUTSTRUT

STRUTSTRUTSTRUTSTRUTSTRUT

5.0

03.6

0

8.6

0

BEAM BEAM BEAM BEAM BEAM





LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

9:5

9 A

M

A3

1 : 100

ROOF PLAN1

1 : 100

CROSS SECTION2

1 : 100

LONGITUDINAL SECTION3


4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING & BRACINGS OF THE

STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.

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

1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR

IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED FOR ENGINEERS APPROVAL BEFORE FABRICATION.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN CHECK WITH MECHANICAL

AND ELECTRICAL CONTRACTORS FOR CONDUITS PIPE SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE.

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

4 IN. (100 MM)3/4 IN. (19 MM)20.7 Mpa(3000 PSI)

4 IN. (100 MM)

4 IN. (100 MM)

4 IN. (100 MM)

3/4 IN. (19 MM)

3/4 IN. (19 MM)

20.7 Mpa(3000 PSI)

20.7 Mpa(3000 PSI)

17.2 Mpa(2500 PSI) 3/4 IN. (19 MM)

ELEVATOR SHAFT

COLUMNS

BEAMS, SLABS

SLAB ON GRADE

AND GRADE 40 FOR DIA. 16 AND LARGER BARS.

3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 33 FOR DIAMETER 12 & SMALLER BARS

4. IN GENERAL THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING REINFORCED

2. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT (28) DAYS

W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMPS AS FOLLOWS.

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING CODE OF AMERICAN

CONCRETE INSTITUTE (ACI-318).

3/4 IN. (19 MM)

1 1/2 IN. (38 MM)

1 IN. (25 MM)

1 1/2 IN. (38 MM)

3 IN. (75 MM)

2 IN. (50 MM)

SUSPENDED SLABS

WALLS ABOVE GRADE

SLAB ON GRADE

BE STAGGERED WHENEVER POSSIBLE.

PRIOR TO PLACING OF CONCRETE.

7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED & SECURED IN PLACE

8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENT'S AND

CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN OR NOTED.

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

6. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE W/ TABLE 1

(TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS, SPLICES SHALL

BEAM STIRRUPS AND COLUMN TIES

WHERE CONCRETE IS EXPOSED TO

EARTH BUT POURED AGAINST FORMS

WHERE CONCRETE IS DEPOSITED

DIRECTLY AGAINST EARTH

8 DAYS

24 HRS.

18 HRS.

14 DAYS

FOUNDATION

WALLS

BEAMS

1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT NOT TO EXCEED 80 PCF.

FOR LOAD BEARING TYPE CONCRETE BLOCKS, A MINIMUM COMPRESSIVE STRENGTH OF 6.90 MPA

2. PROVIDE 1- 16 VERTICAL BARS AT CORNERS, INTERSECTIONS, END OF WALLS AND EACH SIDE OF OPENINGS.

9. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS IMMEDIATELY AFTER

POURING BY THE USE OF WET BURLAP FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS.

10. STRIPPING OF FORMS AND SHORES:

SUSPENDED SLAB EXCEPT WHEN

ADDITIONAL LOADS ARE IMPOSED

10 @ 600 MM

10 @ 600 MM

10 @ 600 MM

12 @ 400 MM

10 @ 400 MM

10 @ 400 MM

8 IN. (200 MM)

6 IN. (150 MM)

4 IN. (100 MM)

6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH CONCRETE GROUT

1. FOUNDATION DESIGN WAS BASED ON ASSUMED SOIL BEARING CAPACITY OF 95.76KPA

(REFER TO SPECIFICATIONS).

4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS.

5. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS WHERE SPLICE DOWELS FROM

3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 MM) ON EACH SIDE OF MASONRY WALL OPENING.

TO MATCH.

FOOTING OR SLABS SHALL EXTEND INTO THE BLOCK WALL A MINIMUM OF 30 BAR DIAMETERS, AND DOWELS

MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.

4 IN. (100 MM)3/4 IN. (19 MM)20.7 Mpa(3000 PSI)FOUNDATION FOOTING

SHALL BE DEVELOPED.

WHICHEVER IS GREATER.

COLUMN TIES SCHEDULE.

0.40

0.30

0.35

0.60

0.60

0.60

0.61

0.40

0.45

0.680.90

0.56 0.60

1.10

0.76

1. YIELD STRESS OF HOOPS = 40 KSI

ACI DETAILING MANUAL 1980 PUB SP-66

3. NUMBER OF HOOP TIES SAME AS PER

2. D = USE MAXIMUM COLUMN DIMENSION,

4. ALL CONCRETE REINFORCEMENT DETAIL

1/6 CLEAR HEIGHT OR 18" (450mm)

SHOULD BE DONE IN ACCORDANCE WITH16

10

12

25

20

1.84

1.40

1.43

1.12

2.41

1.90

36

32

1. TYPE "A" BUNDLED BARSTYPE "B" INDIVIDUAL BARS

2. NOT MORE THAN 33% OF THE BARS SHALL BE

SPLICED WITHIN THE REQUIRED LAP LENGTH

28 1.40 1.20 0.86

FLR. SLAB OR BEAM

(DO

WE

L)40

0

MATCH VERT. BARS

1. ALL JOINTS AND CELLSCONTAINING REINFORCING

BARS SHALL BE FILLED

DOWEL BARS TO

(DO

WE

L)40

0

FOR FLOOR SLAB ONLY1- 16 CONT. HOR. BARS

WITH CONCRETE GROUT.2. FOR REINFORCEMENTS SEE

CONSTRUCTION NOTES.

VE

RIF

Y D

EP

RES

SIO

N

VE

RIF

Y A

RC

HIT

EC

TU

RA

L

MAIN REINFORCEMENT

t

t OR

1/4

D

SLEEVES FOR UTILITYPIPES MAX. 1/5 D

PROVIDE 3- 10 EXTRA STIRR.4- 12@ 1800 LONG TOP BARS BENDBARS MIN. OF 1,200 (4'-0") INTO BARS.

4- 12 BOTT. BARS

DOWN INTO EDGE BEAM. EXTENDED

EACH SIDE OF SLEEVES

600

600

600


(min.)30 BAR DIA.

550

(min.)30 BAR DIA.

4- 16 VERT. BARS

30 BAR DIA. (min.)

2t=FOR SLABD=FOR BEAM

550

4- 16 VERT. BARS

D=F

OR

BE

AM

t=F

OR

SLA

B

CROSS-TIE

H

D

@ 300 O.C.

TO BE CONTINUOUS

10x1000 LONG

MAIN REINFORCEMENTS

550

H

t

40

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

t/3t/3

t/3

10d min.

DJO

INT

RE

INF

.

ShD

CO

NF

. RE

INF

.

LAP SPLICE LENGTH:

SHALL BE 600mm.TWO ADJACENT BARS SPLICES

ALTERNATE BARS SHOULD BEAT ANY LEVEL NO MORE THAN

SPLICED. MIN. DISTANCE BET.C

ON

F. R

EIN

F.

SIDES OF THE COLUMN. ALL OTHER

THERE ARE BEAMS HAVING WIDTH OF

CONDITIONS USE HOOPS @ "Sh" CENTERS.

FOR COL. BAR SPLICES SEE TABLE

JOINT HOOP SPACE @ "2Sh" WHEN

WIDTH & DEPTHS NOT LESS THANAT LEAST ONE-HALF THE COLUMN

BEAM THAT FRAME INTO FOURTHREE QUARTERS OF THE DEEPEST

(MIN.)50

(MIN.)

STRESS, PROVIDE SHEAR RODSWITH ENGINEERS APPROVAL

DD/3

D/3

D/3

30 BAR

FORCEMENTS (TYPICAL)

SEE CONSTRUCTION NOTESFOR MASONRY WALL REIN-

FIN. FLR. LVL.

D Sh

CO

NF

. RE

INF

.

0.25L

REQ'D. BOTT. BARS @ SUPPORT

TOP BARS @ SUPPORT (CONT.)

CO

NF

. RE

INF

.D

0.22L

0.165L SPLICE BOTTOM BARS

EXTRA TOP BARS@ SUPPORT

AT MID SPAN

JOIN

T R

EIN

F.

ALL CONCRETE REINF. DETAIL SHOULD BE DONE IN ACCORDANCE WITH ACIDETAILING MANUAL (LATEST EDITION)

COLUMN REINFORCEMENTOF MIN. LAP SPLICE LENGTH OF

L

PE

R S

CHE

DU

LEC

OLU

MN

TIE

S A

S

WHERE JOINTS IS AT POINT OF

CO

NF

. RE

INF

. TIE

S L

AT

. TIE

S

JT. R

EIN

F.H (C

LEA

R H

EIG

HT

OF

CO

L.)

HA

LF O

F "H

"W

ITH

IN C

EN

TE

R

350m

m. M

AX.


DO

WE

L

400

250

300

(TYP.)

400

DO

WE

L

400

250

6- 10 BARS (AS SHOWN)10 BOTT. BARS @ 300 O.C.

SLAB OCCURS

MID-DEPTH OF SLAB12x1000 LONG AT

1- 12 TOP &BOTT. BARS

AT EACH CORNER

38mmCLEAR

400

SLABOPENING

OMIT TRIMMER BARS WHERE OPENING IS FRAMED BY BEAM

BARS UP TO BEAM SUPPORTIN TWO WAY SLAB EXTEND

400

(TYP.)

300

10 BOTT. BARS

CHB VERTICAL BARSDOWEL BARS TO MATCH

400

3- 10 BOTT. BARS

@ 300 O.C.

NAT. GRD. LVL.

250

400

600

(MIN

.)

BARS AT OPENING

@ 150 O.C.10 STIRRUPS

(MIN)200

200

(DO

WE

L)

400

200 (MIN)

2- 12 BOTT. BARS

2- 12 TOP BARS

CHB VERT. BARSDOWEL BARS TO MATCH

SEE CONSTRUCTION NOTESOF HOR. & VERT. BARSFOR SIZE AND SPACING

WINDOWOPENING

38mm CLEAR

CHB WALL

1- 16 VERT.BARS TYPICAL

OPENINGDOOR

FIN. FLR. LVL.

OPENING

ALL OPENINGS PLUS BARS (NOT

SEE ARCHITECTURAL & MECHANICAL

SHOWN) PARALLEL TO SIDE OF OPENING

PLANS FOR SLAB OPENING LOCATION.

EQUAL TO THE NUMBER OF TERMINATED

PROVIDE THESE ADDITIONAL BARS FOR

FIN. FLR. LVL.

WHERE DEPRESSED

VA

RIE

S

D

LE

Dbar

10 TO 25 6Dbar 4Dbar >60

28 TO 36 4Dbar >608Dbar

LE

Dbar

10 TO 25 3Dbar 12Dbar

28 TO 36 12Dbar4Dbar

30 BAR

550

12 THK. EXPANSION JOINTWITH MASTIC FILLER

1- 16 VERT. BARS

1- 16 VERT. BARS

SEE CONSTRUCTION NOTES.

FOR SIZE AND SPACINGOF HOR. & VERT. BARS

CHB WALL

R.C. COLUMN OR WALL

CHB WALL

OF HOR. & VERT. BARSSEE CONSTRUCTION NOTES.

CHB WALL


CHB HOR. BARS

WITH MASTIC FILLER

DOWEL BARS TO MATCH

12 THK. EXPANSION JOINT12 THK. EXPANSION JOINT

1- 16 VERT. BARS

WITH MASTIC FILLER


SEE CONSTRUCTION NOTES. 400(DOWEL)

OF HOR. & VERT. BARS

400

(DO

WE

L)40

0(D

OW

EL)

A. GENERAL

MAX. SLUMP28 DAYS STRENGTH MAX. SIZE AGGREGATELOCATION

B. CONCRETE & REINFORCEMENT

C. MASONRY AND CONCRETE BLOCKS

VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENTWALL THICKNESS

D. FOUNDATION

NOTES:

TYPE "A" TYPE "B"

LAP SPLICES LENGTH

LENGTH (M)ANCHORAGE

(MM)BAR SIZES

NOTES:

PLAN

BEAM

NOTE:

NOTE:

SECTION

ELEVATION

BAR DIAMETER MINIMUM BEND EXTENSIONDbar DIAMETER D LE

BAR DIAMETER MINIMUM BEND EXTENSIONDbar RADIUS R LE

CORNER WALL OPENING OR END WALL

INTERSECTION WALL INTERSECTING R.C. COL. OR WALL

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

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

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

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

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

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

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

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

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

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

CONSTRUCTION NOTESTABLE OF LAP SPLICE & ANCHORAGE LENGTH

PARTITION REINFORCEMENTSTYP. SECTION OF MASONRY

TYP. DET. FOR SLEEVESTHRU CONCRETE BEAM

TYPICAL CORNER SLAB DETAIL

OF R.C. WALL AT CORNERSTYPICAL CONNECTION DETAIL

CONSTRUCTION JOINT DET.TYPICAL SLAB & BEAM

TYPICAL COLUMN ELEV. SHOWINGDOWELS AND TIES SPACING

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

OR SLAB CHANGE SOFFITTYPICAL DETAIL FOR BEAM

TYP. SLAB OPENING DET.

TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING

TYP. EXTERIOR WDW. & DOOR OPENING

TYPICAL CHB FOOTING DETAILS ( WHERE APPLICABLE )



TYPICAL CONNECTION DETAIL OF MASONRY WALL




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:2

9:5

9 A

M

S1PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS

1 2

A

B

C

D

E

F6.0

06.0

06.0

06.0

06.0

0

30. 0

0

18.00

C1F1

C1F1

C1F1

C1F1

C1F1

C1F1 C1F1

C1F1

C1F1

C1F1

C1F1

C1F11@50, 3@100, REST @

150mm TO CENTER

TIES : Ø10 mm

8-Ø16mmMAIN BAR:

600

300

PLAN

SECTION

(L)

LENGTH Thickness

(D)

DEPTH

(W)

WIDTH BAR X(t)

BAR Y

1600F-1 1600 1800(ver.) 7 - 16mm250 7 - 16mm SQUARE FOOTINGSQUARE FOOTING

W

L

100 mm THICKL

GRAVEL BEDDING

Y-BARS

X-BARS

D

t

NGL

100

Y-BARS

X-BARS

C-1



FOOTING DIMENSIONS (mm)FOOTING

MARK

REINFORCEMENT REMARKS

BEAM DETAILS

SUPPORT MID SUPPORT

250

500

250

500

250

500

1@50, 3@100, REST @

150mm TO CENTER

TIES : Ø10 mm4 - Ø16mmMAIN BAR:

2 - Ø16mmEXTRA BARS @ SUPP. :

EXTRA BARS @ MID : 2 - Ø16mm




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:3

0:0

0 A

M

S2

1 : 100

FOUNDATION LAYOUT1

NTS

FOOTING, COL. & BEAMS2


1 2

A

B

C

D

E

F

6.0

06.0

06.0

06.0

06.0

0

30.0

0

18.00

9.00 9.00

31.6

0

0.7

90.8

0

-

---

12M

M D

IA C

ROSS B

RAC

ING

W/S

TD T

UR

NBU

CKLE

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

BE

AM

12M

M D

IA C

ROSS B

RAC

ING

W/S

TD T

UR

NBU

CKLE

12M

M D

IA C

ROSS B

RAC

ING

W/S

TD T

UR

NBU

CKLE

ST

RU

TS

TR

UT

ST

RU

TS

TR

UT

ST

RU

T

ST

RU

TS

TR

UT

ST

RU

TS

TR

UT

ST

RU

T

ST

RU

TS

TR

UT

ST

RU

TS

TR

UT

ST

RU

T



TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

TRUSS

1-(63mm x 63mm x 6mm thk).

4.85 MM THK WELD

1L-(63

mm

x 6

3mm

x 6

mm

thk)

4.85 MM THK WELD

1L-(63

mm

x 6

3mm

x 6

mm

thk)



SEE SPOT DETAIL-4

SEE SPOT DETAIL-4

TC & BC

WEBMEMBER

DESCRIPTIONMARK W (MM) L1 (MM) L2 (MM) L (MM)


SPOT DETAIL

SPOT DETAIL

2 EQUAL PANEL @ 1.966 = 5.898 M.

VERIFY

63 200 60 4.85

51 450 140 4.85

2LS 63.00 X 63.00 X 6.00 MM

2LS 51.00 X 51.00 X 6.00 MM

STRUT 63 200 60 4.852LS 63.00 X 63.00 X 6.00 MM

2D2D

L2

L2/3 L2/3 L2/3

2D 2D

L3

L3/3 L3/3 L3/3

2D

L2/5 L2/5 L2/5 L2/5






LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:3

0:0

2 A

M

S3

1 : 100

ROOF FRAMING PLAN1

NTS

STEEL CONNECTION DET.3

NTS

BEAM DETAILS2

2-16 Ø MM

2-16 Ø MM MAIN CONT. BARS

2-16 Ø MM

2-16 Ø MM MM MAIN CONT. BARS


1 218.00

5.46 4.45°

4.45°

4.45°

4.45°

4.45°

26.68°

5.46

5.22

0.91

0.75

4S4









WEB MEMBER (51mm x 51mm x 6mm thk)

WEB MEMBER DISTANCE

R 11.72

TRUSS RADIUS

STRUT

STRUT

STRUT

0.60

0.32

0.20

0.5

0









STEEL CLEATS

0.3

0

0.25

0.60




LOCATION :



ARDEE D. EUGENIO

PREPARED BY:

SALVADOR E. ABAD



DISTRICT ENGINEER

APPROVED BY:


SET NO. SHT NO.


DPWH-IV-B


MINDORO



SUBMITTED BY:

ENGINEERING ASST.

20/1

2/2

016 1

1:3

0:0

5 A

M

S4

1 : 30

TRUSS DETAIL1

1 : 10

BASE PLATE (SIDE)3

1 : 10

TRUSS SPOT DETAIL4

1 : 10

BASE PLATE (TOP)2

6-16mm diax600mm Anchor Boltw/ std. NUT & WASHERS

300 x 600 x 12mm thk

410 x 300 x 18mm thk

310 x 175 x 12mm thk

450 x 175 x 12mm thk 175 x 175 x 12mm thk

450 x 175 x 12mm thk

310 x 175 x 12mm thk

410 x 300 x 18mm thk

300 x 600 x 12mm thk

6-16mm Ø x 600mmAnchor Boltw/ std. NUT & WASHERS

175 x 175 x 12mm thk

GA#26 PRE PAINTED G.I. SHT. RIDGE ROLL


DISTANCE FROM TOP CHORDTO BOTTOM CHORD

WELLDED TRUSS CONNECTIONTO SUPOORT BASE PLATE

CONC. COLUMN

CONC. BEAM

Date post:	16-Oct-2021
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