CONSTRUCTION OF MULTI - PURPOSE BUILDING (SENIOR … · 2021. 1. 24. · combined footing detail...
Transcript of CONSTRUCTION OF MULTI - PURPOSE BUILDING (SENIOR … · 2021. 1. 24. · combined footing detail...
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REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
C.Y. 2021 PROJECT
DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MULTI - PURPOSE BUILDING (SENIOR CITIZEN BUILDING)
at BARANGAY BABATNIN, MALOLOS , BULACAN
MALOLOS CITY, BULACAN
SUBMITTED:
DATE:
APPROVED:
HENRY C. ALCANTARA
OIC-DISTRICT ENGINEER
DATE:
RECOMMENDED:
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, DESIGN and PLANNING SECTION
Annex "B - 1"
-
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
PERSPECTIVE VIEW
SITE DEVELOPMENT PLAN
VICINITY MAP
TABLE OF CONTENTS
MARK LESTER S. CASTRO
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACANOIC, DISTRICT ENGINEER
DATE:
ROJEANE ANN R. DE LEON
ENGINEER I
PAUL JAYSON F. DUYA
ENGINEER II
MECHANICAL
ELECTRICAL
SANITARY
STRUCTURAL
ARCHITECTURAL
LINE and GRADE
LAND USE and ZONING
TABLEOF
CONTENTS
REPUBLIC OF THE PHILIPPINES
OFFICE OF THE CITY / MUNICIPALENGINEERING / BUILDING OFFICIAL
DISTRICT / CITY / MUNICIPALITY
A - 1 PERSPECTIVE VIEW
SUMMARY OF QUANTITIES
SITE DEVELOPMENT PLAN
VICINITY MAP
TABLE OF CONTENTS
A - 2 GROUND FLOOR PLAN
SECOND FLOOR PLAN
FRONT ELEVATION
REAR ELEVATION
SCHEDULE OF FLOOR FINISHES
A - 3 LEFT SIDE ELEVATION
RIGHT SIDE ELEVATION
SCHEDULE OF DOORS & WINDOWS
STAIR DETAILS
A - 4 REFLECTED CEILING PLAN
PERSPECTIVE CEILING
SECTION (CEILING)
S - 1 FOUNDATION PLAN
SCHEDULE OF COLUMN
COMBINED FOOTING SECTION
SCHEDULE OF FOOTING
TB - 1 DETAIL
S - 2 SECOND FLOOR FRAMING PLAN
SCHEDULE OF BEAM
TYPICAL BEAM DETAIL
SCHEDULE OF SLAB
TYPICAL SLAB DETAIL
S - 3 GENERAL CONSTRUCTION NOTES
S - 4 GENERAL CONSTRUCTION NOTES
E - 1 GROUND FLOOR LIGHTING LAYOUT
GROUND FLOOR POWER LAYOUT
GENERAL NOTES
SCHEDULE OF LOADS
ELEC'L LEGEND
PANEL BOARD DIAGRAM
CIRCUIT BREAKER DIAGRAM
P - 1 FLOOR WATER LAYOUT
FLOOR PLUMBING LAYOUT
LEGEND
GENERAL PLUMBING NOTES
DPWH PROJECT BILLBOARD
COA PROJECT BILLBOARD
BUNKHOUSE DETAIL
PERSPECTIVE VIEW1
A-1
SCALE: NTS.
SITE DEVELOPMENT PLAN2
A-2
SCALE: NTS.
1
11
1
A 4
B A R A N G A Y R O A D
S C H O O L H A L L W A Y
VICINITY MAP3
A-3
SCALE: NTS.
SUMMARY QUANTITIES
BARANGAY HALL
BABATNIN
ELEMENTARY
SCHOOL
DAY
CARE
CENTER
DATE: 01/19/2021
DATE: 01/19/2021
AutoCAD SHX TextTHE SITE
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EL+ 625
EL+ 600
EL+ 3600
A
1
B
2
3
UP
EL+ 1400
EL+ 575
DN
3400
1400
2600
16
49
26
00
52
00
10
00
10
00
20
00
2000
UP
95
1
A
1
B
2
3
52
00
3400
950
FD
60
03
00
01
20
0
F.F.L
N.G.L
00
3600
SECOND FFL.
600
60
03
00
01
20
0
F.F.L
N.G.L
00
3600
SECOND FFL.
600
A B
A B
FD
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
2
11
2
A 4
GROUND FLOOR PLAN
SECOND FLOOR PLAN
FRONT ELEVATION
REAR ELEVATION
SCHEDULE OF FLOOR FINISHES
FF - 1
SCHEDULE OF FLOOR FINISHES
FF - 2
60cm x 60cm CERAMIC UNGLAZED TILES
FF - 3
CEMENT FLOOR FINISH w/ WATER PROOFING
30cm x30 cm CERAMIC UNGLAZED TILES
GROUND FLOOR PLAN
4
A-1
SCALE: 1:80mts.
SECOND FLOOR PLAN
5
A-2
SCALE: 1:80mts.
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
FRONT ELEVATION6
A-3
SCALE: 1:80mts.
REAR ELEVATION7
A-4
SCALE: 1:80mts.
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
CONCRETE SUN BREAKER
DATE: 01/19/2021
DATE: 01/19/2021
AutoCAD SHX TextFF-
AutoCAD SHX Text1
AutoCAD SHX TextD
AutoCAD SHX Text1
AutoCAD SHX TextD
AutoCAD SHX Text2
AutoCAD SHX TextFF-
AutoCAD SHX Text3
AutoCAD SHX Text1
AutoCAD SHX TextW
AutoCAD SHX Text2
AutoCAD SHX TextW
AutoCAD SHX TextFF-
AutoCAD SHX Text2
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MARK:
TYPE:
ALUMINUM GLASS DOOR w/ COMPLETE
HARDWARE AND ACCESSORIES
LOCATION:MAIN DOOR TOILET
QUANTITY: 1 SET 1 SET
FFL
PVC DOOR w/ COMPLETE HARDWARES AND
ACCESSORIES
MARK:
TYPE:
LOCATION:
QUANTITY:
FFL
ALUMINUM GLASS WINDOW (AWNING TYPE)
w/ COMPLETE HARDWARES AND
ACCESSORIES
FRONT ELEVATION
1 SET
TOILETS
1 SET
2100
900
2100
600
2100
400
400
400
400
2100
ALUMINUM GLASS WINDOW (AWNING TYPE)
w/ COMPLETE HARDWARES AND
ACCESSORIES
900
33 2
60
03
00
01
20
0
F.F.L
N.G.L
00
3600
SECOND FFL.
600
3 32
60
03
00
01
20
0
F.F.L
N.G.L
00
3600
SECOND FFL.
600
600
3000
1200
800
900
1000 2300 1200
150
1000
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
3
11
3
A 4
LEFT SIDE ELEVATION
RIGHT SIDE ELEVATION
SCHEDULE OF DOORS & WINDOWS
STAIR DETAILS
SCHEDULE OF DOORS & WINDOWS
10
A-3
SCALE: 1:80mts.
RIGHT SIDE ELEVATION
9
A-2
SCALE: 1:80mts.
STAIRS DETAILS
11
A-4
SCALE: 1:80mts.
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
150mm thk CHB WALL PLAIN
PLASTER and PAINT FINISH
TUBULAR RAILINGS
50mm x 50mm
TUBULAR RAILINGS
50mm x 50mm
LEFT SIDE ELEVATION8
A-1
SCALE: 1:80mts.
CONCRETE SUN BREAKER
DATE: 01/19/2021
DATE: 01/19/2021
AutoCAD SHX TextD
AutoCAD SHX Text1
AutoCAD SHX TextD
AutoCAD SHX Text2
AutoCAD SHX Text1
AutoCAD SHX TextW
AutoCAD SHX Text2
AutoCAD SHX TextW
-
5200
3400
C-1
A
1
B
2
3
CH = 2.60M
C-1CH = 2.60M
400
400
400400
1200
1200
1200
1200
1200
TYPICAL CEILING DETAIL
SCHEDULE OF FINISHES
C - 1
4.5mm THK. FIBER CEMENT BOARD
SUSPENDED ON METAL FRAME, PAINTED
FINISH
PRE FORMED
WIRE CLIP
PRIMARY CHANNEL
4.5mm THK FIBER CEMENT
BOARD
(PAINTED FINISH) ON METAL
FURRING CHANNELS @ 400mm
O.C
CEILING FURRING SECTION
ROD SUSPENSION HANGER WITH ADJUSTMENT SPRING
REFLECTED CEILING PLAN12
A-1
SCALE: 1:80mts.
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
4
11
4
A 4
REFLECTED CEILING PLAN
PERSPECTIVE CEILING
SECTION (CEILING)
ROD SUSPENSION HANGER
WITH ADJUSTMENT SPRING
METAL DOUBLE FURRING CHANNEL (NAILER)
12mm x 38mm x 5m x 0.8mm THK. @ 400mm O.C.
METAL CARRYING CHANNEL (CEILING JOIST)
12mm x 38mm x 5m x 0.8mm THK. @ 1200mm O.C.
4.5mm THK FIBER CEMENT BOARD
(PAINTED FINISH) ON METAL FURRING
CHANNELS @ 400mm O.C
13
A-2
PERSPECTIVE (CEILING)
NOT TO SCALE
14
A-3
NOT TO SCALE
SECTION (CEILING)
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
DATE: 01/19/2021
DATE: 01/19/2021
-
100mm thk. SLAB 100mm thk. SLAB
52
00
3400
A
1
B
2
3
WF - 2
TB - 1
WF - 2
WF - 2
TB - 1
TB - 1
TB - 1
C1 / CF1
WF - 1
WF - 1
TB - 1
TB - 1
TB - 1
C1 / CF1
C1 / CF1
WF - 2
20
00
ELEVATION
10mm Ø STIRRUPS SPACED AS SHOWN
3 @ 50mm, 10@ 100mm REST @ 150mm
FOOTING FOOTING
1000
TB - 1 DETAIL17
S-3
SCALE: 1:40mts.
400
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
5
11
1
S 4
FOUNDATION PLAN
SCHEDULE OF COLUMN
COMBINED FOOTING DETAIL
SCHEDULE OF FOOTING
TB - 1 DETAIL
FIN. FLOOR LINE
T
D
NAT. GRD. LN
L
L
W
X - BARS
Y - BARS
X - BARS
Y - BARS
100mm thk. GRAVEL
BEDDING
75mm thk. CONCRETE
COVER
SCHEDULE OF FOOTING
FOOTING
MARK
REINFORCEMENTREMARKS
CF - 12300 300 9 - 16mmØ
COMBINED
FOOTING
DEPTH
(D)
X - BARS
FOOTING DIMENSIONS (mm)
3400 1200
LENGTH
(L)
WIDTH
(W)
TOPBOTTOM
Y - BARS
TOPBOTTOM
2300 3002700 1200
9 - 16mmØ 24 - 16mmØ
CF - 29 - 16mmØ 9 - 16mmØ 19 - 16mmØ
COMBINED
FOOTING
THICKNESS
(T)
24 - 16mmØ
19 - 16mmØ
MAIN BARS: 6 - 16mm Ø VERT. BARS
TIES: 10mm Ø TIES SPACED @
1 - 0.05m, 3 - 0.10m, 5 - 0.15m
REST 200mm
COVER: 40mm thk. CONCRETE COVER
SCHEDULE OF COLUMN
LEVEL
GR
OU
ND
F
LO
OR
TO
R
OO
F
DE
SC
RIP
TIO
N
C1
M
C
T
300
300
FOUNDATION PLAN15
S-1
SCALE: NTS.
COMBINED FOOTING DETAIL16
S-2
SCALE: NTS.
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
SLAB ON FILL 100mm thk.
SLAB,10mm Ø TEMP. BARS
SPACED @ 0.4m B.W.
DATE: 01/19/2021
DATE: 01/19/2021
-
10mmØ @ 300 E.W BOTTOM BARS
10mmØ @ 300 E.W TOP BARS
10mmØ @ 300 E.W BENT BARS
10mmØ @ 300 E.W BENT BARSL1
L 1/3
L1/6
L 1/3 L 2/3L2
L 1/5 L2/5
GB - 1
GB - 1
GB
- 1
GB
- 1
GB
- 1
GB
- 1
GB - 2
S-2
5200
3400
A B
2
3
2550
2650
S-2
1
L
L/3 L/3
3 @ 100, 3 @ 150, REST @ 200 O.C.
TYPICAL STAIR DETAIL
21
S-4
SCALE: 1:50mts.
TYPICAL BEAM DETAIL
19
S-2
SCALE: NTS
250
200
1
5
0
12mm Ø MAIN BARS
12mm Ø MAIN BAR
12mm Ø RSB SPACED @
300mm
12mm Ø RSB SPACED @
300mm
100
100 300 100
3 - 12mm Ø
CONT. LONG
BARS
12mm Ø REBARS
TYPICAL
TY
PIC
AL
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
6
11
2
S 4
SECOND FLOOR FRAMING PLAN
DETAIL OF STAIR BEAM
SCHEDULE OF BEAM
TYPICAL BEAM DETAIL
SCHEDULE OF SLAB
TYPICAL SLAB DETAIL
SCHEDULE OF SLAB
SLAB MARKSPACAING in mm.
THICKNESS in mm.
S - 1
FLOOR LVL.
1ST 100
REMARKS
ONE WAY SLAB
w/ 500mm thk.
embankment
400
REBAR SIZE
10mm Ø
S - 22ND 150 10010mm Ø TWO WAY SLAB
SECOND FLR. FRAMING PLAN18
S-1
SCALE: NTS.
SCHEDULE OF BEAM
GB - 1
GB - 2
LEVEL MARK
A B
SIZE
REBAR STIRRUPS
TOP BOTTOM
LEFT
TOP BOTTOM
MID SPAN
TOP BOTTOM
RIGHT
300 400 16mm Ø
16mm Ø 5 3 3 5 5 3300 400
300 400 16mm ØTB - 1
10mmØ 3 @ 50mm, 5 @
100mm, rest @ 150mm
2 2 3 3 23
10mmØ 3 @ 50mm, 5 @
100mm, rest @ 150mm
10mmØ 3 @ 50mm, 5 @
100mm, rest @ 150mm
GR
OU
ND
F
LO
OR
3 3 3 3 3 3
TYPICAL R.C. SLAB DETAIL
20
S-3
SCALE: NTS
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
DATE: 01/19/2021
DATE: 01/19/2021
-
SHOWN IN FIG. B-2 UNLESS SPECIFIED ELSEWHERE.
TWO STIRRUPS SHALL BE PROVIDED AT ALL SPLICES.
BETWEEN TWO LAYERS OF BARS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS OR STEEL SHAPES SHALL BE AS
SPACED AT 1.0M ON CENTER. IN NO CASE SHALL THERE BE LESS THAN TWO (2) SEPARATORS
UNLESS SPECIFIED IN PLAN. TOP BAR SHALL NOT BE SPLICED WITHIN THE COLUMN OR
3. IF THE BEAM REINFORCING BARS END IN A WALL THE CLEAR DISTANCE FROM THE BAR TO
4. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS, USE 25mmØ BAR SEPARATORS
WITHIN A DISTANCE TWICE THE MEMBER DEPTH FROM THE FACE OF THE COLUMN. AT LEAST
BE AS SHOWN IN A TABLE 'A' FOR TENSION BARS AND TABLE 'B' FOR COMPRESSION BARSTHE FARTHER FACE OF THE WALL NOT BE LESS THAN 25mm. EMBEDMENT LENGTH SHALL
ALLOWED TO BE SPLICED THEREIN.STRENGTH OF THE BAR. NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION ISWELDED SPLICES SHALL DEVELOP IN TENSION AT LEAST 125 % OF THE SPECIFIED YIELDOCCUR, SPLICES WHERE SO PERMITTED SHALL BE INDICATED IN THE TABLE 'A' AND 'B'.
7. GENERALLY NO SPLICES SHALL BE PERMITTED AT POINTS WHERE CRITICAL BENDING STRESSES
FORCING BAR SHALL BE SYMMETRICAL ABOUT CENTER LINE WHENEVER POSSIBLE.6. WHEN A BEAM CROSSES A GIRDER, REST BEAM ON TOP OF GIRDER BARS, BEAM REINF-
SHOWN IN FIG. B-1.
20mm FOR EVERY 3.0M OF FREE SPAN.
2. TYPICAL BARS BENDING AND CUTTING DETAILS FOR BEAMS SHALL BE AS
AS NOTED IN PLANS OR AS ORDERED BY THE ENGINEER BUT IN NO CASE LESS THAN FOR EVERY 4.50M OF SPAN , EXCEPT CANTILEVERS FOR WHICH THE CAMBER SHALL BE
1. UNLESS , OTHERWISE NOTED IN PLANS, CAMBER ALL BEAMS AND GIDER AT LEAST 6mmØ
LAPPED SPLICED IN MILLIMETERS
NOTE : TOP PLAIN BARS , MULTIPLY VALUE BY 2
28mm Ø
25mm Ø
20mm Ø
16mm Ø
12mm Ø
32mm Ø
BAR SIZE(DEFORMED)
10mm Ø
6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB (TWO ADJACENT DISCONTINUOUS
4-Ø 12@ 1800 LONG TOP BARS BENDBARS MIN. OF 1,200 (4'-0") INTO BARS.
DOWN INTO EDGE BEAM. EXTENDED
TYPICAL CORNER SLAB DETAIL
7. CONCRETE SLAB REINFORCEMENTS SHALL BE PROPERLY SUPPORTED WITH 10mmØ STEELCHAIR OR APPROVED EQUIVALENT SPACED AT 1.0 METER ON CENTER BOTHWAYS
EDGES) AS SHOWN BELOW.
--------------------------------------------
3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENTS SHALL BE 75mm CLEAR
2. FOOTING SHALL REST AT LEAST 1500mm BELOW NATURAL GRADE LINE UNLESS OTHERWISE
1. FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 96
FOR CONCRETE DEPOSITED THE GROUND AND 50mm FOR CONCRETE
SOIL CONDITIONS UNCOVERED AND CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE
KPa ( 2000 psf). CONTRACTOR SHALL REPORT TO THE ENGINEER, IN WRITING, THE ACTUAL
DEPOSITING CONCRETE.
DEPOSITED AGAINST A FORMWORK.
INDICATED IN PLANS. NO FOOTING SHALL REST ON FILL.
POURING FOR APPROVAL.
8. THE CONTRACTOR SHALL SUBMIT THE SCHEDULE OF POURING AND THE LOCATION OF THECONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER AT LEAST (4) DAYS PRIOR TO THE
9. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ADEQUATE FORMS AND SHORINGS UNTIL THECONCRETE MEMBERS HAVE ATTAINED THEIR WORKING CONDITION AND STRENGTH.
---------------------------------------------
---------------------------------------------
-----------------------------------------
IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING6. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS
7. STRIPPING OF FORMS AND SHORES:
SUSPENDED SLAB EXCEPT WHENADDITIONAL LOADS ARE IMPOSED
COMPOUNDS OR OTHER APPROVED METHODS.
COLUMNS
FOUNDATION
BEAMSWALLS
-----------------------------
600
600
600
21 DAYS
24 HRS.
21 DAYS8 DAYS
14 DAYS
OPENING DET.
OPENINGSLAB
MID-DEPTH OF SLABØ12x1000 LONG AT
AT EACH CORNER
BARS UP TO BEAM SUPPORTIN TWO WAY SLAB EXTEND
OPENING IS FRAMED BY BEAMOMIT TRIMMER BARS WHERE
TYPICAL SLAB
400
4-Ø12 BOTT. BARS
400
BOTT. BARS1-Ø12 TOP &
38mm CLEAR
ALTERNATE BARS SHOULD BEAT ANY LEVEL NO MORE THAN
TWO ADJACENT BARS SPLICESSPLICED. MIN. DISTANCE BET.
AT MID SPAN
EXTRA TOP BARS@ SUPPORT
BOTTOM BARS
REQ'D. BOTT. BARS @ SUPPORT
TOP BARS @ SUPPORT (CONT.)
TYP. DETAIL OF COL. LAP SPLICE& EXT. GIRDER TO COL. CONNECT.
JT. R
EIN
F.
SPLICE
HA
LF O
F "
H"
WIT
HIN
CE
NT
ER
L/4
LAP SPLICE LENGTH:
SHALL BE 600mm. ht
D. NON-LOAD BEARING WALL PARTITIONS, BEDDED SLABS, FLOOR & ROOF SLABS,
2. ALL REINFORCING BARS SIZE 10mm OR LARGER SHALL BE DEFORMED IN ACCORDANCE WITH
A. FOOTINGS, FOOTING BEAMS AND GIRDERS
1. UNLESS OTHERWISE NOTED IN PLANS, THE YIELD STRENGTH OF REINFORCING BARS SHALL BE:
ASTM A 706. BARS SMALLER THAN 10mm MAY BE PLAIN.
B. COLUMNS AND SHEAR WALLS
PARAPETS, CATCH BASIN, SIDE WALK.
C. BEAMS AND GIRDER
5. UNLESS OTHERWISE NOTED IN THE PLANS ALL BEDDED SLABS SHALL BE REINFORCED
WITH 10mm Ø AT 250mm O.C EACH WAY TO CENTER OF SLAB AND CONSTRUCTIONJOINTS FOR SAME SHALL NOT BE LESS THAN 3.65 METER APART
2. UNLESS OTHERWISE SHOWN, REINFORCEMENT IN CONTINUOUS ELEVATED SLAB SHALL
1. ALL SLAB REINFORCEMENTS SHALL BE 20mm CLEAR MINIMUM FROM BOTTOM AND FROM
4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION
3. IF SLABS ARE REINFORCED BOTHWAYS BARS ALONG THE SHORTER SPAN SHALL BE PLACED
AND SHALL NOT BE LESS THAN 0.0025 x GROSS CROSS-SECTIONAL AREA (Ag) OF THE SLAB
STRIPS SHALL NOT BE MORE THAN ONE AND A HALF (1 1/2) SLAB THICKNESSFOR REINFORCING BARS NEAR THE SUPPORTS. THE SPACING OF THE BARS AT THE COLUMNBELOW THOSE ALONG THE LONG SPAN AT THE CENTER AND OVER THE LONGER SPAN
BE CUT AS FOLLOWS:
THE TOP OF SLAB.
SHOWN ON DRAWINGS, SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE. W/ TABLE A & TABLE B (TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE
3. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE
9. ALL RESULTS OF MATERIAL TESTING FOR CONCRETE, REINFORCING BARS, & STRUCTURALSTEEL MUST BE NOTED & APPROVED BY THE STRUCTURAL DESIGNER.
APPROVAL BEFORE FABRICATION.
7. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEELS,
6. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE
MISCELLANEOUS IRON, PRE-CAST CONCRETE, ETC. SHALL BE SUBMITTED FOR ENGINEERS
SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
OF DRAINS ETC.
BOTH THE STRUCTURAL ENGINEER AND THE ARCHITECT.
THE STRUCTURAL PLANS, AND ARCHITECTURAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY3. IN CASE OF DISCREPANCIES AS TO THE LAYOUT, DIMENSIONS, AND ELEVATIONS BETWEEN
WITH THE LOCAL BUILDING CODE REQUIREMENT.
CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ALL STRUCTURAL STEEL WORK4. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI.318 95 BUILDING
5. ACI REFERS TO AMERICAN CONCRETE INSTITUTE, AISC TO AMERICAN INSTITUTE OF STEEL
ACCORDING WITH AISC SPECIFICATION (9th EDITION) IN SO FAR AS THEY DO NOT CONFLICT
CONSTRUCTION AND ASTM TO AMERICAN SOCIETY FOR TESTING MATERIALS.
HOPPERS TO BUGGIES, WHEELBARROWS OR BUCKETS IN WHICH CASE THEY SHALL NOT
LING OR PLACING SHALL BE DONE PREFERABLY WITH BUGGIES, BUCKETS OR
4. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS
3. CONCTRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION. RE-HAND
WHERE VIBRATIONS ARE EXTREMELY DIFFICULT TO ACCOMPLISH.UNLESS AUTHORIZED IN WRITING BY THE DESIGNERS AND ONLY FOR UNUSUAL CONDITIONS
WHEELBARROWS, NO CHUTES WILL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM
EXCEED SIX (6) METERS IN AGGREGATE LENGTH.
2. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.
5. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED &
EQUIPMENT'S AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL,8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS,
WHERE CONCRETE IS DEPOSITED
BEAM STIRRUPS AND COLUMN TIES WHERE CONCRETE IS EXPOSED TOEARTH BUT POURED AGAINST FORMS
ELECTRICAL, AND MECHANICAL DRAWINGS.
SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.
SLAB ON GRADE SUSPENDED SLABS
DIRECTLY AGAINST EARTH
WALLS ABOVE GRADE
EIGHT (28) DAYS W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMPS AS FOLLOWS.1. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY
SLAB ON FILL
ALL OTHERS, INCLUDINGSUSPENDED SLABS,
BEAMS, SLABS
COLUMNS
LOCATIONAGGREGATE
--------------------------------------
MAX. SIZE OF
20mm
20mm
20mm
20mm
----------------------------------------
-------------------------------------
---------------------------
----------------------------
----------------------------------
28 DAYS STRENGTH
4000 PSI (27.6 MPa)
4000 PSI (27.6 MPa)
4000 PSI (27.6 MPa)
4000 PSI (27.6 MPa)
75mm
50mm
MAX. SLUMP
100mm
100mm
100mm
100mm
40mm
40mm25mm
20mm
IN FLOOR SLABS, OPENINGS IN THE WALLS AND SLABS, INTERIOR PARTIONS, LOCATION2. IN REFERENCE TO OTHER DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR DEPRESSIONS
1. IN THE INTERPRETATION OF THE DRAWING, INDICATED DIMENSIONS SHALL GOVERN ANDDISTANCES AND SIZES SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.
SCHEDULE OF MINIMUM SLAB REINFORCEMENT
10 mm Ø @ 225mm EACH WAY
10 mm Ø @ 140mm EACH WAY
10 mm Ø @ 150mm EACH WAY
10 mm Ø @ 185mm EACH WAY
10 mm Ø @ 250mm EACH WAY
125 mm
200 mm
175 mm
150 mm
100 mm
THICKNESS MINIMUM TEMPERATURE BARS
fy = 227.5 MPa ( 33,000 psi )---------
CONF
. REI
NF.
SHALL NOT BE LESS THAN 100mm)(SPACING OF TIES ALONG THIS REGION
TYPICAL COLUMN ELEV. SHOWINGDOWELS AND TIES SPACING
DEEPEST BEAM THAT FRAME INTO FOUR
CONDITIONS USE HOOPS @ "Sh" CENTERS.SIDES OF THE COLUMN. ALL OTHER
FOR COL. BAR SPLICES SEE TABLEOF MIN. LAP SPLICE LENGTH OFCOLUMN REINFORCEMENT
EDITION OF ACI DETAILING MANUAL DONE IN ACCORDANCE WITH THE LATEST
ALL CONCRETE REINF. DETAIL SHOULD BE
CONF
. REI
NF.
CONF
. REI
NF.
Sh
NOTE:
CONF
. REI
NF.
Sh
PE
R S
CH
ED
ULE
ARE BEAMS HAVING WIDTH OF AT LEAST ONE-HALF THE COLUMN WIDTH & DEPTHS
JOINT HOOP SPACE @ "2Sh" WHEN THERE
NOT LESS THAN THREE QUARTERS OF THE
H
10d min.
CROSS-TIE
350m
m. M
AX
.
H
fy = 275 MPa ( 40,000 psi )
fy = 275 MPa ( 40,000 psi )
fy = 275 MPa ( 40,000 psi )-------------------
--------------
------
b
20 mm CLEAR FOR JOIST
FIG. B-2
40 mm CLEAR FOR BEAMSAND GIRDERS
NOTE 1
SEE NOTE
SEE NOTE
t
WEB BARS
0.025M Ø
SEE NOTE
SEPARATOR
t
D
FIG. B-3
MAIN REINFORCEMENT
EACH SIDE OF SLEEVESPROVIDE 3-Ø10 EXTRA STIRR.
TYP. DET. FOR SLEEVESTHRU CONCRETE BEAM
t OR
1/4
D
PIPES MAX. 1/5 DSLEEVES FOR UTILITY
fc'= 27.6MPa(4000psi)fc'= 20.7MPa(3000psi)fc'= 27.6MPa(4000psi)fc'= 20.7MPa(3000psi) BAR SIZE
12mm Ø
16mm Ø
20mm Ø
25mm Ø
28mm Ø
32mm Ø
10mm Ø
FOR COLUMNS.VALUES GIVEN ABOVE CAN ALSO BE USED
NOTE : TOP PLAIN BARS , MULTIPLY VALUE BY 2
(DEFORMED)EMBEDMENT
650
550
350
300
300
850
300
EMBEDMENT LAPPED
750
600
400
300
300
950
300
400
550
800
1000
300
1300
300
LAPPED
1100
400
850
500
750
300
300
EMBEDMENT
325
475
550
625
250
700
200
EMBEDMENT LAPPED
350
450
700
625
550
275
225
400
500
625
675
300
775
300
LAPPED
775
675
625
500
400
300
300
EMBEDMENT LENGTHS ANDTENSION BARSTABLE 'A'
LAPPED SPLICED IN MILLIMETERSEMBEDMENT LENGTHS AND
COMPRESSION BARSTABLE 'B'
D
(SEE SCHEDULE BELOW)
A
1-Ø12EA.TOP&BOT.
1-Ø12EA.TOP&BOT.
L1/3
L1/6
L2/3TOP BAR
BOTTOM BAR
L1/3
L1/5 L2/5
L1
BOTTOM BAR
TOP BAR
L2
D
L1
2D
L3/5L2/5L2/5
2-Ø12mm SIDE BARS
L2/3
LAP SPLICES ARE ALLOWEDONLY IN THIS PORTION
L2/32D
L2
2D 2DL3/3
L3
L3/6
L3/32D
BOTTOM BARS WEB BARS
TOP BARS
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
ENGINEER II
7
11
3
S 4
GENERAL CONSTRUCTION NOTES
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
PAUL JAYSON F. DUYA
DATE: 01/19/2021
DATE: 01/19/2021
AutoCAD SHX TextNOTES ON BEAMS AND GIRDERS
AutoCAD SHX TextNOTES ON FOOTINGS
AutoCAD SHX TextSECTION "A"
AutoCAD SHX TextNOTES ON REINFORCEMENT
AutoCAD SHX TextNOTES ON CONCRETE SLABS
AutoCAD SHX TextTYPICAL BAR BENDING AND CUTTING DETAILS FOR SLABS
AutoCAD SHX TextNOTES ON CONCRETE MIXES & PLACING
AutoCAD SHX TextGENERAL NOTES
AutoCAD SHX TextJOINT REINF.
AutoCAD SHX TextD
AutoCAD SHX TextJOINT REINF.
AutoCAD SHX TextD
AutoCAD SHX TextD
AutoCAD SHX TextCOLUMN TIES AS
AutoCAD SHX TextD
AutoCAD SHX TextNOTES ON COLUMNS
AutoCAD SHX TextFIG. B-1
AutoCAD SHX Text1. PROVIDE EXTRA SETS OF TIES AT 100mm O.C. FOR TIED COLUMN REINFORCEMENT PROVIDE EXTRA SETS OF TIES AT 100mm O.C. FOR TIED COLUMN REINFORCEMENT ABOVE AND BELOW BEAM-COLUMN CONNECTIONS FOR A DISTANCE FROM FACE OF CONNECTION EQUAL TO THE GREATER OF THE OVERALL THICKNESS OF COLUMN, 1/6 THE CLEAR HEIGHT OF COLUMN OR 450mm. 2. COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE CAST MONOLITHICALLY WITH THE CORE WITH THE MINIMUM THICKNESS OF 40mm AND NOT LESS THAN 40 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE IN MILLIMETERS. 3. WHERE COLUMNS CHANGE IN SIZE, VERTICAL REINFORCEMENTS SHALL SHALL BE WHERE COLUMNS CHANGE IN SIZE, VERTICAL REINFORCEMENTS SHALL SHALL BE OFFSET AT A SLOPE OF NOT MORE THAN 1 IN 6 AND EXTRA 10mm TIES AT 100mm SHALL BE PROVIDED THRU OUT THE OFFSET REGION. 4. UNLESS OTHERWISE INDICATED IN THE PLANS, LAP SPLICES FOR VERTICAL COLUMN UNLESS OTHERWISE INDICATED IN THE PLANS, LAP SPLICES FOR VERTICAL COLUMN REINFORCEMENT SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN HEIGHT, AND THE SPLICE LENGTH SHALL NOT BE LESS THAN 40 BAR DIAMETERS. WELDING OR APPROVED MECHANICAL DEVICES MAY BE USED PROVIDED THAT NOT MORE THAN ALTERNATE BARS ARE WELDED OR MECHANICALLY SPLICED AT ANY LEVEL AND THE VERTICAL DISTANCES BETWEEN THESE WELDS OR SPLICES OF ADJACENT BARS IS NOT LESS THAN 600mm.
-
3. TIES & CLOSE STIRRUPS MUST BE BENT AT 135°.
DOOROPENING
28mm Ø
25mm Ø
20mm Ø
16mm Ø
12mm Ø
32mm Ø
BAR SIZE(DEFORMED)
10mm Ø
STRUCTURAL ENGINEER.
1. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS OTHERWISE PERMITTED BY THE
2. REINFORCEMENT PARCIALLY EMBEDED IN CONCRETE SHALL NOT BE FILLED BENT, EXCEPT
AS SHOWN IN THE DESIGN DRAWINGS OR PERMITTED BY THE STRUCTURAL ENGINEER.
1. WHERE A CONSTRUCTION JOINT IS TO BE MADE, THE SURFACE OF CONCRETE SHALL BE
CLEANED AND ALL LAITANCE AND STANDING WATER REMOVED. SHEAR KEY SHALL BE
D/3
D/3
TYP. DET. OF LINTEL BEAM AT CHB WALL OPENING
TYPICAL CONNECTION DETAIL OF MASONRY WALL
200
(DO
WE
L)
400
400
(DO
WE
L)
SECTION
INTERSECTING R.C. COL. OR WALL
(DOWEL)
(DO
WE
L)
FIN. FLR. LVL.
BARS TYPICAL1-Ø16 VERT.
ELEVATION
OPENING
200
INTERSECTION WALL
Ø10 STIRRUPS@ 150 O.C.
CHB WALL
(MIN) 200 (MIN)
400
2-Ø12 TOP BARS
2-Ø12 BOTT. BARS
FOR SIZE AND SPACINGOF HOR. & VERT. BARSSEE CONSTRUCTION NOTES
DOWEL BARS TO MATCHCHB VERT. BARS
Ø10mm @ 200mmØ10mm @ 200mmØ10mm @ 200mm
OPENING OR END WALL
400
FOR SIZE AND SPACING
12 THK. EXPANSION JOINT
SEE CONSTRUCTION NOTES.
SEE CONSTRUCTION NOTES.OF HOR. & VERT. BARS
CORNER WALL
CHB WALL
WITH MASTIC FILLER
1-Ø16 VERT. BARS
12 THK. EXPANSION JOINT
OF HOR. & VERT. BARSFOR SIZE AND SPACING
3.40M3.70M4.00
3.003.303.60
20.0
CHB WALL
WITH MASTIC FILLER
1-Ø16 VERT. BARS
1-Ø161-Ø161-Ø20
300300300
1-Ø121-Ø121-Ø12
12 THK. EXPANSION JOINT
CHB HOR. BARSDOWEL BARS TO MATCH
R.C. COLUMN OR WALL
WITH MASTIC FILLER
SEE CONSTRUCTION NOTES.
CHB WALL
OF HOR. & VERT. BARSFOR SIZE AND SPACING
1-Ø16 VERT. BARS
2. WELDS SHALL DEVELOP THE FULL STRENGTH OF MEMBERS JOINED UNLESS OTHERWISE
SHOWN OR DETAILED IN THE DRAWINGS.
1. USE E70xx ELECTRODES FOR ALL MEMBERS WELDED.
TYPICAL CHB FOOTING DETAILS
Ø10 BOTT. BARS @ 300 O.C.3-Ø10 BARS (AS SHOWN)
t=F
OR
SLA
B
TYPICAL DETAIL FOR BEAMOR SLAB CHANGE SOFFIT
(min.)
2t=FOR SLAB
( WHERE APPLICABLE )
(min.) (min.)
Ø10 BOTT. BARS @ 300 O.C.3-Ø10 BARS (AS SHOWN)
DOWEL TO MATCHCHB VERT. BARS
WHERE DEPRESSEDSLAB OCCURS
DOWEL TO MATCHCHB VERT. BARS
FIN. FLR. LVL.
db
550
OF R.C. WALL AT CORNERSTYPICAL CONNECTION DETAIL
550
dbD
TYP. SECTION OF MASONRYPARTITION REINFORCEMENTS
FLR. SLAB OR BEAM
SHALL BE REINFORCED AS SHOWN IN THE SCHEDULE OF CONCRETE HOLLOW BLOCKS AND CERAMIC
1. UNLESS OTHERWISE SHOWN IN PLANS ALL CONCRETE HOLLOW BLOCKS AND CERAMIC BLOCKS
2. PROVIDE 150mm x 300mm STIFFENER COLUMN REINFORCED WITH 4-12mm WITH 6mmØ TIES AT
BLOCK REINFORCEMENT.
12mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
OF CONCRETE HOLLOW BLOCK WALLS UNLESS NOTED IN STRUCTURAL PLANS.150mm ON CENTER WHERE CONCRETE HOLLOW BLOCK TERMINATES AND AT EVERY 3.0M LENGTH
SCHEDULE OF CONCRETE HOLLOW BLOCK AND CERAMIC BLOCK REINFORCEMENT
HORIZONTAL
125 mm
200 mm
150 mm
75 mm
BLOCKTHICKNESS
B. PROVIdE RIGHT ANGLED REINFORCEMENT
Ø6mm @ 200mmØ6mm @ 200mm
Ø6mm @ 200mmØ6mm @ 200mm
R E I N F O R C E M E N T
Ø6mm @ 200mm
REINFORCEMENTS SHALL BE PROVIDED
C. WHERE CHB OR CER. BLK. WALL DOWELSJOIN COL. R.C. BEAMS AND WALL DOWELS
WITH THE SAME SIZE AS VERT. OR HOR.
AT CORNERS 0.92M LONG
A. MINIMUM LAPS AT SPLICE = 0.25M
Ø10mm @ 200mm
HEIGHT OF
(MM)LINTEL
1.60M
(L+0.40M)
TOTALLENGTH
2.20M1.90M
2.90M2.50M
1.80M150M
2.10M2.40M
1.20M
("L")
SPANCLEAR
14.0
17.0
(MPa)
MIN.fc'
3.10M2.70M
1-Ø121-Ø10
200200
1-Ø121-Ø12250
250
1-Ø101-Ø10
1-Ø101-Ø10
1-Ø10
BOTTOM
200
TOP
1-Ø10
1-Ø16250 1-Ø12
10mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
12mmØ @ 600mm O.C.
10mmØ @ 600mm O.C.
REINFORCEMENT
VERTICAL
STIRRUPS
NOTES
REINFORCEMENT UNLESS OTHERWISE INDICATED IN THE PLANS.1. ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL
STAGGERED AT LEAST 1.50M.O.C.
REINFORCING BARS SHALL HAVE 25mm CLEAR CONCRETE COVER FROM FACE OF WALL EXCEPTFOR WALLS IN CONTACT WITH THE GROUND WHERE A MINIMUM OF 60mm SHALL BE PROVIDED, AND FOR EXPOSED FACES OF FORMED WALLS WHERE THE MINIMUM SHALL BE 50mm CLEAR.
NECESSARY STOP AT 50mm BELOW TOP SLAB OR SOLID BAND WHERE THE WALL ENDS VERTICAL
BE REINFORCED AROUND WITH 2-20mmØ BARS FOR 225mm, 200mm, 175mm, 150mm, USE2-16mmØ. FOR 125mm AND 100mm WALLS, USE 2-12mmØ BARS. ALL WALLS SPANNINGSHALL HAVE VERTICAL REINFORCEMENT BENT TO A U-FORM LIKE STIRRUPS AND SPACED
2. CARRY VERTICAL BARS AT LEAST 60mm ABOVE FLOOR LEVEL TO PROVIDE FOR SPLICES WHEN
AND HORIZONTAL BARS SHALL BE SPLICED BY LAPPING A DISTANCE EQUAL TO 30 DIAMETERSAND WIRED SECURELY WITH 16 G.I. WIRE PROVIDED THAT SPLICES IN ADJACENT BARS ARE
3. UNLESS OTHERWISE NOTED IN THE PLANS, ALL OPENINGS IN WALLS 250mm OR THICKER SHALL
ACCORDING TO THE SCHEDULE UNLESS OTHERWISE NOTED (SEE FIG.1)
Ø10mm @ 250mm O.C.
Ø10mm @ 200mm O.C.
Ø12mm @ 250mm O.C.
HORIZONTAL
1-Ø16 CONT. HOR. BARS
2. FOR REINFORCEMENTS SEE
FOR MASONRY WALL REIN-SEE CONSTRUCTION NOTES
FIN. FLR. LVL.
NAT. GRD. LVL.
FORCEMENTS (TYPICAL)
CHB VERTICAL BARS
Ø10 BOTT. BARS
DOWEL BARS TO MATCH
@ 300 O.C.
3-Ø10 BOTT. BARS
400
(DO
WE
L)
FOR FLOOR SLAB ONLY
WITH CONCRETE GROUT.
CONSTRUCTION NOTES.
BARS SHALL BE FILLED
4-Ø16 VERT. BARS
550
150mm
125mm
100mm
CONTAINING REINFORCING 1. ALL JOINTS AND CELLS
400
(DO
WE
L)
DOWEL BARS TOMATCH VERT. BARS
WALLTHICKNESS
4-Ø16 VERT. BARS
550
Ø10mm @ 300mm O.C.
Ø10mm @ 250mm O.C.
Ø12mm @ 300mm O.C. BARS STAGGERED OUT
AT CENTERS VERTICAL
HORIZONTAL BARS
BARS
VERT.BARS
HORIZ.
VERTICAL REMARKS
VERTICAL SECTION
PROVIDE THESE ADDITIONAL BARS FOR
BAR SIZE
10mm Ø
(DEFORMED)
12mm Ø
16mm Ø
20mm Ø
25mm Ø
(ALL GRADES)
180° HOOK
350
230
200
450
D+2db
240
150
115
95
75
300
60
125
150
200
300
100
335
75
DIAMETER(mm)
L
175
150
125
600
250
550
300
450
200
150
90° HOOK
L
MAIN BAR END HOOKS
D
12db L
(ALL GRADES)
180° HOOKDIAMETER
125
165
200
250
365
40
50
65
115
150
D+2db(mm)
90° HOOK
85
115
140
165
230
L
100
115
150
300
405
L
STIRRUP AND TIE HOOKS
L
D6db
L1
EQUAL TO THE NUMBER OF TERMINATED
PLANS FOR SLAB OPENING LOCATION.
SHOWN) PARALLEL TO SIDE OF OPENING
SEE ARCHITECTURAL & MECHANICAL
TYP. EXTERIOR WINDOW & DOOR OPENING
4db or 65mm
L
D+
2db
ALL OPENINGS PLUS BARS (NOT
BARS AT OPENING
db
L
OPENINGWINDOWCLEAR
38mm
CONSTRUCTION JOINT DET.TYPICAL SLAB & BEAM
NOTE:
BEAM
WITH ENGINEERS APPROVALSTRESS, PROVIDE SHEAR RODSWHERE JOINTS IS AT POINT OF
(MIN.)(MIN.)
30 BAR DIA.50
D/3
30 BAR DIA.
D
t/3
t/3
t/3
MAIN REINFORCEMENTSTO BE CONTINUOUS
Ø10x1000 LONG
SLAB
@ 300 O.C.
40
t
CONTINUOUS (TOP & BOTT. BARS)MAIN REINFORCEMENTS TO BE
WRITING BY THE STRUCTURAL ENGINEER.
B. NO PIPES SHALL BE ALLOWED TO PASS THRU BEAMS VERTICALLY.
A. ALL EMBEDED PIPES FOR UTILITIES, ETC. THAT PASS THRU BEAMS SHALL NOT EXCEED 100mm
1. STRUCTURAL STEEL TO BE USED FOR FABRICATION AND ERECTION OF THIS STRUCTURE SHALLCOMPLY WITH ALL THE PERTINENT PROVISION OF AISC SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING LATEST EDITION.
3. ALL WELDED CONNECTIONS SHALL DEVELOP THE FULL STRENGTH OF THE MEMBERS CONNECTED.
OTHERWISE INDICATED.2. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS
4. UNLESS OTHERWISE SPECIFIED ALL WELDING RODS SHALL CONFORM AWS E60 ELECTRODES.
IN DIAMETER OR 1/3 BEAM DEPTH WHCHEVER IS LESS, UNLESS OTHERWISE APPROVED IN
C. NO PIPES SHALL BE EMBEDED IN COLUMNS.
PROVIDED AT THE JOINT.
5. ALL BOLTS USED UNLESS OTHERWISE SPECIFIED SHALL BE ASTM A 307 BOLTS.
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
8
11
4
S 4
GENERAL CONSTRUCTION NOTES
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
DATE: 01/19/2021
DATE: 01/19/2021
AutoCAD SHX TextNOTES OF STIRRUPS
AutoCAD SHX TextNOTES ON CONSTRUCTION JOINTS IN CONCRETE
AutoCAD SHX TextD=FOR BEAM
AutoCAD SHX TextNOTES ON WELDS
AutoCAD SHX Text250
AutoCAD SHX TextVERIFY DEPRESSION
AutoCAD SHX TextD=FOR BEAM
AutoCAD SHX Text30 BAR DIA.
AutoCAD SHX Text30 BAR DIA.
AutoCAD SHX Text400
AutoCAD SHX Text30 BAR DIA.
AutoCAD SHX Text400
AutoCAD SHX Text300
AutoCAD SHX Text(TYP.)
AutoCAD SHX Text400
AutoCAD SHX TextDOWEL
AutoCAD SHX Text400
AutoCAD SHX Text300
AutoCAD SHX Text(TYP.)
AutoCAD SHX Text400
AutoCAD SHX TextDOWEL
AutoCAD SHX Text250
AutoCAD SHX TextVERIFY ARCHITECTURAL
AutoCAD SHX TextVARIES
AutoCAD SHX Text600 (MIN.)
AutoCAD SHX TextNOTES ON CONCRETE HOLLOW BLOCK WALLS
AutoCAD SHX TextREINFORCING CONCRETE LINTEL BEAM IN
AutoCAD SHX TextLINTELS IN BLOCK WALLS
AutoCAD SHX TextCONCRETE BLOCK WALLS
AutoCAD SHX TextNOTES ON CONCRETE WALLS
AutoCAD SHX Text250
AutoCAD SHX TextREINFORCEMENT
AutoCAD SHX Text180%%D END HOOKS
AutoCAD SHX Text90%%D END HOOKS
AutoCAD SHX Text90%%D HOOKS
AutoCAD SHX Text135%%D HOOKS
AutoCAD SHX TextNOTES ON STRUCTURAL STEEL
AutoCAD SHX TextNOTES ON EMBEDED PIPES
-
1LPP
Sa
Sa
Sa
Sa
Sa
52
00
A
1
B
2
3
3400
20
00
2LPP
3LPP
52
00
A
1
B
2
3
3400
20
00
SCHEDULE OF LOADS
PANEL NAME : LPP
CKT. NO. LOAD DESCRIPTION
NO. OF
OUTLETS
VOLTS
LOAD (VA)
AMPERE
CIRCUIT
BREAKER
FEEDER SIZE CONDUIT SIZE AND TYPE
1 LIGHTING OUTLET 5 230 500 1.74 15 2- 3.5mm
2
THHN + 2 3.5mm
2
TW 20 mm Ø PVC PIPE
2 6 230 2160 9.39 20 2- 3.5mm
2
THHN + 2 3.5mm
2
TW 20 mm Ø PVC PIPE
31.0HP ROOM ACU, 230V, 8A
1 230 1840 8 30 2- 3.5mm
2
THHN + 2 3.5mm
2
TW 20 mm Ø PVC PIPE
CONNECTED LOAD (VA) = 4,500
VA
I
T
= 4,500 +25% (8)
( 230 V)
= 19.57A + 2A
= 21.57 AMPERES
Idf @ 80% df = 17.26 AMPERES
FEEDER SIZE
USE: 2 - 8.0mm
2
THHN STRANDED COPPER WIRE
1 - 5.5mm
2
TW(G) STRANDED COPPER WIRE
IN 25mm Ø RSC PIPE
1 - 40AT CIRCUIT BREAKER
CONVENIENCE OUTLET
ELECTRICAL LEGEND
SYMBOL DESCRIPTION QTY.
PANEL BOARD (LPP)
1
SERVICE METER 1
1 x 40 WATTS FLUORESCENT LAMP 1
LIGHTING RECEPTACLE w/ 23W, 230V,
CFL
4
DUPLEX CONVENIENCE OUTLET 6
ACU OUTLET 1
ONE GANG SWITCH 5
SERVICE ENTRANCE 1
CIRCUIT HOMERUN 3
CIRCUIT BREAKER, RATING AS
INDICATED
4
SWITCH LOCATION 4
RACEWAY CONDUIT, CONCEALED IN
CEILING / UNDER FLOOR
RACEWAY CONDUIT CONCEALED IN
WALL
M
Sa
#LPP
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
GROUND FLOOR LIGHTING LAYOUT
GROUND FLOOR POWER LAYOUT
GENERAL NOTES
SCHEDULE OF LOADS
ELEC'L LEGEND
PANEL BOARD DIAGRAM
CIRCUIT BREAKER DIAGRAM
PELAGIO D. DELA CRUZ
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
GENERAL NOTES:
1. ALL ELECTRICAL WORKS SHALL COMPLY WITH
THESE PLANS AND SPECIFICATION. THE
APPLICABLE PROVISIONS OF THE LATEST EDITION
OF THE PHILIPPINE ELECTRICAL CODE (PEC). THE
RULES AND REGULATIONS OF THE LOCAL
ENFORCING AUTHORITY AND THE REQUIREMENTS
OF THE LOCAL POWER COMPANY.
2. THE ELECTRICAL SERVICE POWER SHALL BE
1-PHASE, 2WIRE, 230 VOLTS AC,60 Hz.
3. WIRING METHOD SHALL BE AS FOLLOWS:
RIGID STEEL CONDUIT OR POLYVINYL CHLORIDE
CONDUIT SCHEDULE 40 SHALL BE USED AS
SPECIFIED IN THE PLAN.
4. ALL WIRES SHALL BE COPPER AND
THERMOPLASTIC INSULATED TYPE "THHN" UNLESS
OTHERWISE INDICATED IN THE PLAN,THE MINIMUM
SIZE WIRE FOR POWER AND LIGHTING CIRCUIT
HOMERUNS SHALL BE 3.5mm² AND INSULATED FOR
600VOLTS. LIKEWISE, ALL CONDUCTORS SHALL BE
COLOR-CODED. SMALLEST RACEWAY SHALL BE
15mm Ø (NOMINAL).
5. ALL OUTLET BOXES SHALL BE GALVANIZED GAGE
NO. 16 DEEP TYPE
6. ALL MATERIALS TO BE USED SHALL BE BRAND
NEW AND APPROVED FOR THE PARTICULAR
LOCATION AND USAG
7. EQUIPMENT GROUNDING SYSTEM SHALL BE
APPROVED TO THE ELECTRICAL SYSTEM AS PER
PHILIPPINE ELECTRICAL SYSTEM AS PER
PHILIPPINE ELECTRICAL CODE REQUIREMENT.
8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE
AS FOLLOWS:
a. LIGHT SWITCH......................1.20m ABOVE FINISH FLOOR
b. CONVENIENCE OUTLET.......0.30m ABOVE FINISH FLOOR
c. PANEL BOARD.......................1.50m ABOVE FINISH FLOOR
9. ALL ELECTRICAL WORKS SHALL BE DONE UNDER
THE DIRECT AND IMMEDIATE SUPERVISION OF A
DULY REGISTERED ELECTRICAL ENGINEER
FLOOR PLAN
SCALE: 1:100mts.
23
E-2
POWER LAYOUT
9
11
1
E 1
FLOOR PLAN
SCALE: 1:100mts.
22
E-1
LIGHTING LAYOUT
SCHEDULE OF LOADS
40 AT
M
2 - 8.0mm2 THHN COPPERWIRE1 - 5.5mm2 TW (G) in25mm Ø PVC PIPE
GROUND TERMINAL BLOCK
16mm Ø x 2.40m COPPER WELD GROUNDROD WITH HEAVY DUTY CLAMP
LPP
2 - 8.0mm2 THHN COPPER WIRE1 - 5.5mm2 TW (G) in
25mm Ø RSC PIPE
LIGHTING OUTLET 1ACU 3
2 CONVENIENCEOUTLET
15 AT 20 AT
30 AT
FINISHED GRADE LEVEL
GROUND FLOOR LEVEL
"LPP"
SINGLE ENTRANCE:Single Phase, 2 wire,230 volts, 60 hz.
16mm Ø x 2.40m COPPER GROUND RODW/ HEAVY DUTY CLAMP
BUILD
ING
LINE
1 - 8.0mm2 TW wire in 25 mm Ø PVC PIPE
2 - 8.0mm2THHNin 1 - 5.5mm2 TW (G)in 25mm Ø PVC PIPE
2 - 8.0mm2THHNin 1 - 5.5mm2 TW (G)
in 25mm Ø PVC PIPE
ELEC'L RISER DIAGRAM
PANEL BOARD DIAGRAM
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
DATE: 01/19/2021
DATE: 01/19/2021
AutoCAD SHX Text5.00
AutoCAD SHX Text1728.00
-
5200
3400
TAP
TO E
XIST
ING
WAT
ER LI
NE
WC
LAV
A B
1
2
3
5200
3400
CONN
ECT
TO E
XIST
ING
SEPT
IC T
ANK
WC
FD
LAV
A B
1
2
3
2000
2000
PLUMBING LEGEND:
WATER METER
WATER CLOSETWC=
M=
FAUSETFAU=
CLEAN OUTCO=
GATE VALVEGV=
=
POLYVINYL CHLORIDE VENT PIPE50mm Ø PVC VP=
POLYVINYL CHLORIDE VENT PIPE75mm Ø PVC VP=
=
DOWNSPOUT=
CATCH BASINCB=
18mm Ø PVC CWL
12mm Ø PVC CWL
POLYVINYL CHLORIDE COLD WATER LINE
POLYVINYL CHLORIDE COLD WATER LINE
CHECK VALVECV=
FLOOR DRAINFD=
LAVATORYLAV=
DS
POLYVINYL CHLORIDE SOIL PIPE100mm Ø PVC VS=
PROVISIONS OF THE PHILIPPINE PLUMBING CODE,
COORDINATE THE DRAWINGS WITH OTHER RELATED
ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF
ALL PLUMBING WORKS INCLUDED HEREIN
RULES AND REGULATIONS OF THE LOCALITY.
GENERAL PLUMBING NOTES :
MANUFACTURER'S RECOMMENDATIONS.
CONTACT WITH THE SOIL SHALL BE PROVIDED
WRAPPED WITH JUTE CLOTH AND SOAKED
WORK WITH THE SEWER AND STORM DRAINAGE
THE CONTRACTOR SHALL VERIFY ALL EXISTING
WATER LINE SERVICE/CONNECTING POINT.
CHAMBER MADE OF CAPPED VERTICAL
SIZED IN ACCORDANCE WITH THE
EXECUTION OF PLUMBING WORKS SHALL BE
ANY RELOCATION REQUIRED FOR PROPER
ELEVATION OF ALL EXISTING PIPES AND
PROPOSED SANITARY UTILITIES SHALL CONFORM
ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL
ALL BRANCHES OF FIXTURE OR GROUP OF
24 HOURS BEFORE BURIED OR COVERED.
ALL WATER LINES SHALL BE HYDROSTATICALLY
MINIMUM UNLESS OTHERWISE SPECIFIED.
MILLIMETERS (mm) UNLESS OTHERWISE SPECIFIED.
09.
08.
AND/OR THE ARCHITECT.
07.
05.
03.
04.
02.
01.
SHALL BE EXECUTED IN ACCORDANCE WITH THE
THE NATIONAL BUILDING CODE AND THE
DRAWING SPECIFICATIONS. THE ENGINEER AND/OR
ANY OTHER DISCREPANCIES FOUND
ALL PIPES SHALL BE INSTALLED AS INDICATED.
WITH PROPER APPROVAL FROM THE ENGINEER
STRUCTURES AS VERIFIED BY THE CONTRACTOR.
TO THE ACTUAL LOCATION, DEPTH AND
MAINTAIN A ONE-PERCENT (1%) SLOPE
WATER SUPPLY PIPES TO FIXTURES SHALL BE 06.
EXTENSION PIPE NIPPLE.
FIXTURES SHALL BE PROVIDED WITH AIR
WITH TWO (2) COATS OF ASPHALT AND
IN MELTED ASPHALT.
ALL GALVANIZED IRON PIPES DIRECTLY IN
TESTED AT 120 P.S.I. FOR A PERIOD OF
LINE, EFFLUENT DISPOSAL POINT AND THE
UTILITIES AT THE SITE AND COORDINATE THE
ALL PIPES AND OTHER DIMENSIONS ARE IN 10.
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
10
11
1
P 1
FLOOR WATER LAYOUT
FLOOR PLUMBING LAYOUT
LEGEND
GENERAL PLUMBING NOTES
FLOOR WATER LAYOUT
SCALE: 1:80mts.
24
E-1
FLOOR PLUMBING LAYOUT
SCALE: 1:80mts.
25
E-2
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
DATE: 01/19/2021
DATE: 01/19/2021
-
CONSTRUCTION OF (Name of Project and Location)
CONTRACTOR :
DATE STARTED :
CONTRACT COMPLETION DATE :
CONTRACT COST :
CONSTRUCTION CONSULTANT :
IMPLEMENTING OFFICE :
SOURCE OF FUND :
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
Text 2920 or call (02) 165-02 for any concern on this project
www.dpwh.gov.ph
1200
50 X 50 WOODEN STAKE
1000
500
1000
DISPLAY AREA
50 x 50 HORIZONTAL
COCO LUMBER
GROUND
LEVEL
50 x 75 VERTICAL
COCO LUMBER
GROUND
LEVEL
DISPLAY AREA
(1200 X 2400 X 12
MARINE PLYWOOD)
1200
1000
500
GROUND
LEVEL
DISPLAY AREA
(TARPAULIN ON 1200 X 2400 X 5
MARINE PLYWOOD
1200
1000
500
50 x 50
HORIZONTAL
COCO LUMBER
50 x 75 VERTICAL
COCO LUMBER
50 x 50 WOODEN
STAKE
24002400
TYPICAL FRAME
ELEVATION
FRONT ELEVATION
(OPTION 1)
FRONT ELEVATION
(OPTION 2)
4
5
°
BILLBOARD
EDGE OF ROAD
TRAFFIC DIRECTION
ROAD
ORIENTATION
BILLBOARD FRAME
(NOT TO SCALE, ALL DIMENSIONS ARE
IN MILLIMETERS)
DPWH Project
Billboard
2" X 2" X 8' COCO LUMBER SPACE @ 0.60m
G.I. CORRUGATED SHEET
1
4
THK ORDINARY PLYWOOD
FLOOR PLAN FRONT ELEVATION
DETAILED PLAN LEFT SIDE ELEVATION
1
4
THK ORDINARY PLYWOOD
G.I. CORRUGATED SHEET
BUNKHOUSE PLAN
SCALE: NTS
SCALE: NTSSCALE: NTS
SCALE: NTS SCALE: NTS
Department of Public Works and Highways
Bulacan First Distric Engineering Office
Tikay City of Malolos, Bulacan
Project:
Location:
Implementing Agency/ies:
Development Partner/s:
Contractor/Supplier:
Brief Description of Project:
Project Details:
Cost:
Fund Source/s:
For particular or complaints about this project, please contact
the Regional Office or Cluster which has audit jurisdiction on
this Project:
COA Regional Office No./Cluster:
Address:
Contact No.:
Project Date Project Date
Remarks
Duration Started
Target
Date of
Completion
Percentage
of
Completion
As of
(Date)
Cost
Incurred
to Date
Date
Completed
COA Project
Billboard
SUBMITTED: RECOMMENDED: APPROVED: SET NO. SHEET NO.
DATE:
REVIEWED:DRAFTED:
PREPARED:
SHEET CONTENTS:PROJECT NAME AND LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 3
BULACAN 1ST DISTRICT ENGINEERING OFFICE
Tikay, City of Malolos, Bulacan
DPWH PROJECT BILLBOARD
COA PROJECT BILLBOARD
BUNKHOUSE DETAIL
11
ENGINEER II, PLANNING AND DESIGN
ARISTOTLE B. RAMOS
ASSISTANT DISTRICT ENGINEER
DATE:
NORBERTO L. SANTOS
CHIEF, PLANNING AND DESIGN
DATE:
HENRY C. ALCANTARA
OIC, DISTRICT ENGINEER
DATE:
PAUL JAYSON F. DUYA
ENGINEER II
11
1
M 1
2.40
6.00
2.00
6.00
6.00
2.40
6.00
MARK LESTER S. CASTRO
CONSTRUCTION OF MULTI - PURPOSE BUILDING
(SENIOR CITIZEN BUILDING) AT
BARANGAY BABATNIN, MALOLOS, BULACAN
ROJEANE ANN R. DE LEON
ENGINEER I
DATE: 01/19/2021
DATE: 01/19/2021