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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
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
REPUBLIC OF THE PHILIPPINES
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
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
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
VICINITY MAP
SITE DEV'T. PLAN
2
3
4
B
A
6.00
6.00
6.00
20.00
C
O
N
S
T
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O
F
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Y
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W
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A
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C
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AUGUSTO T. VIRAY,JR.
ARCHITECT II
PREPARED BY: SUBMITTED BY: APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
2
A 2
DPWH-IV-B
PERSPECTIVE
PERSPECTIVE
VICINITY MAP
SITE DEV'T. PLAN
REPUBLIC OF THE PHILIPPINES
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
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
AIRPORT ROAD BRGY. 9, MAMBURAO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
S-4
STRUCTURAL NOTES
DISTRICT ENGINEER
SALVADOR E. ABAD
ASSISTANT DISTRICT ENGINEER
CHECKED BY:
OIC-CHIEF ,PLANNING & DESIGN SECTION
ENGINEER II (Building Coordinator)
SUBMITTED BY:
CONST. OF MULTI-PURPOSE BUILDING
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
AUGUSTO T. VIRAY,JR.
ARCHITECT II
PREPARED BY: SUBMITTED BY: APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
20.00
DISTRICT ENGINEER
SALVADOR E. ABAD
ASSISTANT DISTRICT ENGINEER
CHECKED BY:
OIC-CHIEF ,PLANNING & DESIGN SECTION
ENGINEER II (Building Coordinator)
SUBMITTED BY:
CONST. OF MULTI-PURPOSE BUILDING
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
AUGUSTO T. VIRAY,JR.
ARCHITECT II
PREPARED BY: SUBMITTED BY: APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
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
ASSISTANT DISTRICT ENGINEER
CHECKED BY:
OIC-CHIEF ,PLANNING & DESIGN SECTION
ENGINEER II (Building Coordinator)
SUBMITTED BY:
CONST. OF MULTI-PURPOSE BUILDING
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
B
A
AUGUSTO T. VIRAY,JR.
ARCHITECT II
PREPARED BY: SUBMITTED BY: APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
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
ASSISTANT DISTRICT ENGINEER
CHECKED BY:
OIC-CHIEF ,PLANNING & DESIGN SECTION
ENGINEER II (Building Coordinator)
SUBMITTED BY:
0.25
0.50
CONST. OF MULTI-PURPOSE BUILDING
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
AUGUSTO T. VIRAY,JR.
ARCHITECT II
PREPARED BY: SUBMITTED BY: APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
20.0
0
DISTRICT ENGINEER
SALVADOR E. ABAD
ASSISTANT DISTRICT ENGINEER
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:
OIC-CHIEF ,PLANNING & DESIGN SECTION
ENGINEER II (Building Coordinator)
SUBMITTED BY:
BOTT BARS
STIRRUPS
TOP BARS
TYP.R.C.BEAM SECTION
D
B
BOTT BARS
STIRRUPS
TOP BARS
TYP.R.C.BEAM SECTION
D
B
STIRRUPS
TOP BARS
D
B
EXTRA BOTT BARS
STIRRUPS
TOP BARS
D
B
TYP.R.C.BEAM SECTION
@ MID-SPAN
EXTRA BOTT BARS@ SUPPORT
@ SUPPORT @ MID-SPAN
CONST. OF MULTI-PURPOSE BUILDING
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
AUGUSTO T. VIRAY,JR.
ARCHITECT II
PREPARED BY: SUBMITTED BY: APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
REPUBLIC OF THE PHILIPPINES
AIRPORT ROAD BRGY. 9, MAMBURAO OCC.MINDORO
REGION IV - B MIMAROPA
MINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
OFFICE OF THE DISTRICT ENGINEER
MAMBURAO, OCCIDENTAL MINDORO
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
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
ASSISTANT DISTRICT ENGINEER
0.20
3.51
5.79
0.50
0.55
0.30
0.18
CHECKED BY:
OIC-CHIEF ,PLANNING & DESIGN SECTION
ENGINEER II (Building Coordinator)
SUBMITTED BY:
CONST. OF MULTI-PURPOSE BUILDING
BRGY. TALABAAN MAMBURAO
AMELIA PAZ D. VASQUEZ
JOHNNY USI
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
OFFICE OF THE DISTRICT ENGINEERMINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
MAMBURAO, OCCIDENTAL MINDORO
CONSTRUCTION OF MULTI-PURPOSE BUILDINGAT BRGY. TANGKALAN, MAMBURAO, OCC. MINDORO
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZ
CHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF MULTI-PURPOSE BLDG.
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
SUBMITTED BY:
ENGINEERING ASST.
REPUBLIC OF THE PHILIPPINESOFFICE OF THE CITY/MUNICIPALENGINEER/BUILDING OFFICIAL
DISTRICT/CITY/MUNICIPALITY
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
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3938
3736
35
3334
32
3130
29
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24
2322
21
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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
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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
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
1 2
A
B
C
D
6.0
06.0
06.0
0
2
A3
18.00
-
---
CONCRETE PAVEMENTELEV. (VERIFY)
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
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
PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
PURLINS 150 x 65 x 20 x 1.10mmSPACED @ 0.75 m O.C.
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
9 A
M
A3
1 : 100
ROOF PLAN1
1 : 100
CROSS SECTION2
1 : 100
LONGITUDINAL SECTION3
PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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.
DOWEL TO MATCHCHB VERT. BARS
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
FOR SIZE AND SPACING
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
90 DEG STANDARD HOOK FORNONSTIRRUP REINFORCEMENT
TYPICAL CONNECTION DETAIL OF MASONRY WALL
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
9 A
M
S1PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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
S C H E D U L E O F F O O T I N G
C O L U M N S C H E D U L E
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
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
7:0
0 A
M
S2
1 : 100
FOUNDATION LAYOUT1
NTS
FOOTING, COL. & BEAMS2
FOUNDATION LAYOUTFOOTING SCHEDULEFOOTING DETAILSCOLUMN SCHEDULEBEAM DETAILS
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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)
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)
DET. ELEVATION OF STRUT-1
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
LAP SPLICES AREONLY ALLOWED INTHIS PORTION
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
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
ROOF FRAMING PLANBEAM DETAILSSTRUT DETAILS
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
PURLINS 150 x 65 x 20 x 1.10mmSPACED @ 0.75 m O.C.
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)
12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER
GUSSET PLATE (100 x 130 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.
WEB MEMBER (51mm x 51mm x6mm thk)
WEB MEMBER (51mm x 51mm x6mm thk)
TOP CHORD (63mm x 63mm x 6mm thk)
BOTTOM CHORD (63mm x 63mm x 6mm thk)
12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER
GUSSET PLATE (150 x 200 x 6mm thk)
GUSSET PLATE (100 x 130 x 6mm thk)
STEEL CLEATS
0.3
0
0.25
0.60
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
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
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
TRUSS DETAILSBASE PLATE DETAILSTRUSS SPOT DETAIL
DISTANCE FROM TOP CHORDTO BOTTOM CHORD
WELLDED TRUSS CONNECTIONTO SUPOORT BASE PLATE
CONC. COLUMN
CONC. BEAM
BRGY. TANGKALAN, MAMBURAO,OCC. MINDORO
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
SUBMITTED BY:
ENGINEERING ASST.
20/1
2/2
016 1
1:2
9:5
1 A
M
1
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
OFFICE OF THE DISTRICT ENGINEERMINDORO OCCIDENTAL DISTRICT ENGINEERING OFFICE
MAMBURAO, OCCIDENTAL MINDORO
CONSTRUCTION OF COVERED COURTMALAWAAN, RIZAL OCC. MINDORO
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ VAZQUEZ
CHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF MULTI-PURPOSE BLDG.
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
SUBMITTED BY:
ENGINEERING ASST.
REPUBLIC OF THE PHILIPPINESOFFICE OF THE CITY/MUNICIPALENGINEER/BUILDING OFFICIAL
DISTRICT/CITY/MUNICIPALITY
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.
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n g a n
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g b a
h a n
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M t . Micm ic
Calam intao
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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
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A
m
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y
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Amnay
Calanguan
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v e n
R.
E a g l e P a s s
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Patrick R
.
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C a t h e r i n e R.
R a y u s a n R .
San Agust in
Pagasa
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R .
A m n a y R.
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p o n g
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SABLA YAN PENA L CO LO NY
I budSan Vicente
San Fr ancisco
I bud R.
Tulaong R.
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D o
n g
o n P
t .
TabonacPoypoy
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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
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M angaagui Pt.BugiasM agirom
PawicanCabaong
Tabal
Natandol
Pawican Pt .
S i l a n g B a y
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Baulan
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M apaya
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M agbay
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Adela
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M angatSalvacion
M alawaan
M agsikap
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M alatikwang
NiyayosNew Dagupan
Balagbagan
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Patay Ilog
I riron
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M alpalon
Concepcion
Burgos
LigayaDongon Pt.
Pandanan
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Agsigang
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ang
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an
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tar
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an
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azon
aA
piasB
atota
ng B
ato
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o Lay
ag
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ilA
nola
ng
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. Tom
as
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guint
o Pt .
Bar
io Pt.
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Lum angbayanTibag
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Talusungan
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Balibago Lanas Lake
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Talabaan
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n R
.
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I gsuso
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Ma
riil Cov
e
Camtas Pt.
P a l u a n B a y
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ason
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Tubili
Anduyanan
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BinitinAyasan
M ason
BuriM arikit
M arikit
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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
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
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
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
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
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
-
---
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
GA#26 PRE PAINTED G.I.SHT. RIDGE ROLL
PERSPECTIVELOCATION 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
9.00 9.00
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
GA#26 PRE PAINTED G.I.SHT. RIDGE ROLL
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
BEAM BEAM
R 1
1.72
GA#26 PRE PAINTED G.I.SHT. RIDGE ROLL
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFINGPURLINS 150 x 65 x 20 x 1.10mmSPACED @ 0.75 m O.C.
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
PERSPECTIVELOCATION MAPVICINITY MAPSITE DEVELOPMENT PLANTABLE OF CONTENTS
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.
DOWEL TO MATCHCHB VERT. BARS
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
FOR SIZE AND SPACING
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
90 DEG STANDARD HOOK FORNONSTIRRUP REINFORCEMENT
TYPICAL CONNECTION DETAIL OF MASONRY WALL
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
S C H E D U L E O F F O O T I N G
C O L U M N S C H E D U L E
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
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
FOUNDATION LAYOUTFOOTING SCHEDULEFOOTING DETAILSCOLUMN SCHEDULEBEAM DETAILS
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
12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER
12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER
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)
1-(63mm x 63mm x 6mm 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)
DET. ELEVATION OF STRUT-1
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
LAP SPLICES AREONLY ALLOWED INTHIS PORTION
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
ROOF FRAMING PLANBEAM DETAILSSTRUT DETAILS
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
GA#26 PRE-PAINTED RIB-TYPEG.I. SHT.ROOFING
PURLINS 150 x 65 x 20 x 1.10mmSPACED @ 0.75 m O.C.
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)
12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER
GUSSET PLATE (100 x 130 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.
WEB MEMBER (51mm x 51mm x6mm thk)
WEB MEMBER (51mm x 51mm x6mm thk)
TOP CHORD (63mm x 63mm x 6mm thk)
BOTTOM CHORD (63mm x 63mm x 6mm thk)
12MM DIA PLN BAR SIGSAG BARW/STD. NUTS & WASHER
GUSSET PLATE (150 x 200 x 6mm thk)
GUSSET PLATE (100 x 130 x 6mm thk)
STEEL CLEATS
0.3
0
0.25
0.60
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
MAMBURAO, OCCIDENTAL MINDORO
ARDEE D. EUGENIO
PREPARED BY:
SALVADOR E. ABAD
RECOMMENDING APPROVAL:
AMELIA PAZ D. VASQUEZCHECKED BY:
DISTRICT ENGINEER
APPROVED BY:
JOSEFINO M. MELGAR, JR.
SET NO. SHT NO.
OIC-CHIEF ,PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER
DPWH-IV-B
CONSTRUCTION OF COVERED COURT,BRGY. MALAWAAN, RIZAL, OCCIDENTAL
MINDORO
RIZAL , OCC. MINDORO
JOHNNY M. USIENGR. II - BLDG. COORDINATOR
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
TRUSS DETAILSBASE PLATE DETAILSTRUSS SPOT DETAIL
DISTANCE FROM TOP CHORDTO BOTTOM CHORD
WELLDED TRUSS CONNECTIONTO SUPOORT BASE PLATE
CONC. COLUMN
CONC. BEAM
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