Republic of the Philippines
CAMARINES NORTE STATE COLLEGE
F. Pimentel Avenue, Brgy. 2, Daet, Camarines Norte
COLLEGE OF ENGINEERING
QUANTITY SURVEYING
PROJECT TITLE:
DETAILED ENGINEERING DESIGN PLAN FOR LOCAL PROGRAM –
LOCAL INFRASTRUCTURE PROGRAM – BUILDINGS AND OTHER
STRUCTURES – MULTIPURPOSE/ FACILITIES – CONSTRUCTION
OF MULTI-PURPOSE BUILDING, BARANGAY SAN NICOLAS,
BACOOR CITY, CAVITE
PREPARED BY:
BENITEZ, HUGE VINCE V.
BSCE 4B
SUBMITTED TO:
ENGR. RENATO A. CANARIA
INSTRUCTOR
DETAILED ENGINEERING DESIGN PLAN FOR LOCAL PROGRAM – LOCAL INFRASTRUCTURE PROGRAM – BUILDINGS AND
OTHER STRUCTURES – MULTIPURPOSE/ FACILITIES – CONSTRUCTION OF MULTI-PURPOSE BUILDING, BARANGAY SAN
TOTAL
ITEM NUMBER
DESCRIPTION OF WORK TO BE DONE
% OF TOTAL
UNIT
QUANTITY UNIT COST
AMOUNT
PART I - GENERAL REQUIREMENTS
PART A. OFFICES AND LABORATORY FOR THE ENGINEER
A.1.1(3)
Construction of Field Office for the Engineer
l.s.
1.00
A.1.4(1)
Provision of Progress Photographs
each
120.00
PART B. OTHER GENERAL REQUIREMENTS
B.3
Permits and Clearances
l.s.
1.00
B.5
Project Billboard / Signboard
each
1.00
B.7 (2)
Occupational Safety and Health Program
l.s.
1.00
B.9
Mobilization/ Demobilizaton
l.s.
1.00
B.13
Additional Geotechnical Investigation
l.s.
1.00
PART II - CIVIL, MECHANICAL, ELECTRICAL AND SANITARY WORKS
PART A. EARTHWORKS
801(1)
Removal of Structures and Obstructions
l.s.
1.00
803(1)a
Structure Excavation (Common Soil)
cu.m.
804(1)a
Embankment (from Structure Excavation)
cu.m.
804(1)b
Embankment (from Borrow)
cu.m.
804(4)
Gravel Fill
cu.m.
PART B. PLAIN AND REINFORCED CONCRETE WORKS
900(1)c1
Structural Concrete, Class A (28 days)
cu.m.
60.35
902(1)a
Reinforcing Steel (Deformed, Grade 40)
kgs.
902(1)b
Reinforcing Steel (Deformed, Grade 60)
kgs.
903(2)
Forms and Falsework (for two to five storey buildings)
sq.m.
PART C. FINISHING AND OTHER CIVIL WORKS
C.1 Termite Control Work
1000(1)
Soil Poisoning
L
C.2 Carpentry and Joinery
Ceiling (4.5mm Fiber Cement Board on Metal Frame
1003(1)a1
sq.m.
Ceiling)
C.3 Finishing Hardware
1004(2)
Finishing Hardware
l.s.
1.00
C.4 Windows
1008(1)a
Aluminum Glass Window (Sliding Type)
sq.m.
1008(1)c
Aluminum Glass Window (Awning Type)
sq.m.
1008(1)d
Aluminum Glass Window (Fixed Type)
sq.m.
1012(4)b
Tempered Glass Windows (10mm)
sq.m.
C.5 Glass Door
1007(1)a
Aluminum Framed Glass Door (Swing Type)
sq.m.
C.6 Wooden Doors and Windows
1010(2)a
Wooden Door (Flush)
sq.m.
C.7 Roofing
NAME OF
PROJECT:
1013(2)a2
1013(2)b1
Fabricated Metal Roofing Accessory (Gauge 26, Flashings)
Fabricated Metal Roofing Accessory (Gauge 24, Gutter)
Prepainted Metal Sheets (Above 0.427 mm, Rib Type, Long
1014(1)b2
Span)
C.8 Waterproofing
1016(1)b
Liquid Waterproofing
C.9 Ceramic/Granite Tiles
1018(1)
Glazed Tiles and Trims
1018(2)
Unglazed Tiles
C.10 Cement Floor Finish
1021(1)a
Cement Floor Finish (Plain)
C.11 Cement Plaster Finish
1027(1)
Cement Plaster Finish
C.12 Painting, Varnishing, and Other Related Works
1032(1)a
Painting Works (Masonry/Concrete)
1032(1)b
Painting Works (Wood)
1032(1)c
Painting Works (Steel)
1038(1)
Reflective Insulation
C.13 Masonry Works
CHB Non-Load Bearing (Including Reinforcing Steel), 100
1046(2)a1
mm
ln.m.
ln.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
sq.m.
56.92
CHB Non-Load Bearing (Including Reinforcing Steel), 150
mm
C.14 Metal Structures
1047(2)a
Structural Steel (Trusses)
1047(2)b
Structural Steel (Purlins)
1047(3)a
Metal Structure Accessories (Sagrod)
1047(3)b
Metal Structure Accessories (Anchor Bolt)
1047(3)c
Metal Structure Accessories (Turn Buckle)
1047(3)d
Metal Structure Accessories (Cross Bracing)
1047(6)
Metal Structure Steel Plates
C.15 Railings
1051(6)
Railing
PART D. PLUMBING/SANITARY WORKS
1001(8)
Sewer Line Works
1001(9)
Storm Drainage and Downspout
1002(4)
Plumbing Fixtures
1002(24)
Cold Water Lines
PART E. ELECTRICAL WORKS
Conduits, Boxes and Fittings (Conduit Works/Conduit
1100(10)
Rough-in)
1101(33)
Wires and Wiring Devices
Panel Board with Main and Branch Breakers (Surface
1102(1)b2
Type)
1103(1)
Lighting Fixtures and Lamps
1200(13)a
Air Conditioning
PART F. MECHANICAL WORKS
1202(240)a1 Fire Extinguisher, 10 lbs, ABC with Bracket
1202(240)a3 Fire Extinguisher, 10 lbs, CO2 with Bracket
1046(2)a2
sq.m.
151.09
kgs.
kgs.
each
pc.
pc.
pc.
kgs.
l.s.
1.00
l.s.
l.s.
l.s.
l.s.
1.00
1.00
1.00
1.00
l.s.
1.00
l.s.
1.00
set
1.00
l.s.
l.s.
1.00
1.00
set
set
STRUCTURAL CONCRETE, CLASS A (28 DAYS)
ITEM 900(1)c1
FOOTINGS
Footing Mark
WF-1
F-1
CF-1
CF-2
Length (m)
Width (m)
Thickness (m)
Quantity
1.2
1.425
3.93
3.45
1.2
4.6
4.6
0.4
0.4
0.4
0.4
1
2
2.8
0.25
0.25
0.25
0.25
0.25
0.45
0.45
1
1
1
1
2
2
1
TOTAL
Width (m)
Quantity
0.20
0.45
0.50
0.40
0.30
0.45
0.50
0.45
2
4
1
1
Length (m)
Width (m)
Quantity
0.20
0.45
0.45
0.40
0.30
0.45
0.50
0.45
2
4
1
1
Concrete Volume
(cu. m.)
0.12
0.1425
0.393
0.345
0.6
8.28
5.796
15.6765
COLUMNS
FOUNDATION TO 2ND FLOOR BEAMS
Column Mark
Height (m)
Length (m)
STC-1
4.15
C-1
4.75
C-2
4.75
C-3
4.75
2ND FLOOR BEAMS TO 3RD FLOOR BEAMS
Column Mark
Height (m)
STC-1
3.00
C-1
3.00
C-2
3.00
C-3
3.00
3RD FLOOR BEAMS TO ROOF
Column Mark
Height (m)
Length (m)
Width (m)
Quantity
STC-1
C-1
C-2
C-3
2.80
2.80
2.80
2.80
0.20
0.45
0.45
0.40
0.30
0.45
0.50
0.45
2
4
1
1
TOTAL
Concrete Volume
(cu. m.)
0.498
3.8475
1.1875
0.855
Concrete Volume
(cu. m.)
0.36
2.43
0.675
0.54
Concrete Volume
(cu. m.)
0.336
2.268
0.63
0.504
14.131
BEAMS AND GIRDERS
STRAP BEAMS
Beam Mark
Length (m)
Width (m)
Depth (m)
Quantity
0.35
0.35
0.60
0.60
1
1
Length (m)
Width (m)
Depth (m)
Quantity
4.35
4.375
4.775
4.75
2.30
2.25
0.35
0.35
0.35
0.35
0.35
0.35
0.50
0.50
0.50
0.50
0.50
0.50
1
1
1
1
2
1
Beam Mark
Length (m)
Width (m)
Depth (m)
Quantity
2B-1
2.30
4.375
4.75
4.35
4.775
6.375
3.20
0.30
0.30
0.30
0.30
0.30
0.20
0.20
0.45
0.45
0.45
0.45
0.45
0.40
0.40
3
1
1
1
1
1
1
4.775
4.75
NATURAL GROUND LEVEL
SB-1
Beam Mark
GB-1
GB-2
Concrete Volume
(cu. m.)
1.00275
0.9975
Concrete Volume
(cu. m.)
0.76125
0.765625
0.835625
0.83125
0.805
0.39375
2ND FLOOR LEVEL
2B-2
2B-3
Concrete Volume
(cu. m.)
0.9315
0.590625
0.64125
0.58725
0.644625
0.51
0.256
1.30
1.70
1.00
1.20
1.40
1.00
2.60
5.00
1.20
1.00
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.30
0.30
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.45
0.45
1
1
2
1
1
1
1
1
2
1
Beam Mark
Length (m)
Width (m)
Depth (m)
Quantity
3B-1
2.30
4.375
4.75
4.35
4.775
6.425
3.25
1.30
1.725
1.00
1.25
1.00
2.70
1.20
1.00
0.25
0.25
0.25
0.25
0.25
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.25
0.25
0.45
0.45
0.45
0.45
0.45
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.45
0.45
3
1
1
1
1
1
1
1
1
1
1
1
1
2
1
Length (m)
Width (m)
Depth (m)
Quantity
4.375
4.75
4.35
4.775
2.30
1.20
1.00
6.475
3.30
0.25
0.25
0.25
0.25
0.25
0.20
0.20
0.20
0.20
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
0.40
1
1
1
1
3
2
1
1
1
TOTAL
2B-4
2B-5
2B-6
2B-1a
0.104
0.136
0.16
0.096
0.112
0.08
0.208
0.4
0.324
0.135
3RD FLOOR LEVEL
3B-2
3B-3
3B-4
3B-5
3B-1a
Concrete Volume
(cu. m.)
0.77625
0.4921875
0.534375
0.489375
0.5371875
0.514
0.26
0.104
0.138
0.08
0.1
0.08
0.216
0.27
0.1125
ROOF LEVEL
Beam Mark
RB-1
RB-2
RB-3
Concrete Volume
(cu. m.)
0.4375
0.475
0.435
0.4775
0.69
0.192
0.08
0.518
0.264
20.581875
SLABS
NATURAL GROUND LEVEL
Slab Mark
Length (m)
Width (m)
Thickness (m)
Quantity
2ND FLOOR LEVEL
2.50
3.45
0.10
1
Slab Mark
Length (m)
Width (m)
Thickness (m)
Quantity
1.00
1.00
1.00
1.00
1.00
1.00
1.20
1.20
1.40
1.40
2.425
2.30
5.00
1.10
1.30
1.70
1.30
1.70
2.425
2.30
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
1
1
1
1
1
1
1
2
1
1
Length (m)
Width (m)
Thickness (m)
Quantity
S-1
S-2
Concrete Volume
(cu. m.)
0.8625
Concrete Volume
(cu. m.)
0.2425
0.23
0.5
0.11
0.13
0.17
0.156
0.408
0.3395
0.322
3RD FLOOR LEVEL
Slab Mark
Concrete Volume
(cu. m.)
1.00
1.00
1.00
1.00
1.25
1.25
2.70
5.075
1.15
1.30
1.725
1.30
1.725
5.075
0.10
0.10
0.10
0.10
0.10
0.10
0.10
1
1
1
1
1
2
1
TOTAL
Thickness (m)
Quantity
0.10
2
Thickness (m)
Quantity
1.35
1.35
0.10
0.10
1
1
Length (m)
Width (m)
Thickness (m)
Quantity
1.25
2.00
1.35
1.35
0.10
0.10
1
1
Step Number
Length (m)
Rise (m)
Run (m)
Quantity
1–9
11 – 16
18 – 22
24 – 31
2.25
1.50
1.25
2.00
0.20
0.20
0.20
0.20
0.30
0.30
0.30
0.30
9
6
5
8
TOTAL
Concrete Volume
(cu. m.)
0.6075
0.54
0.1875
0.96
3.6045
ULTIMATE TOTAL
60.353375
S-1
S-2
0.5075
0.115
0.13
0.1725
0.1625
0.43125
1.37025
6.3595
STAIRCASE
LANDING SLAB
Step Number
Length (m)
Width (m)
10 & 23
1.35
1.35
WAIST SLAB (GROUND FLOOR TO 2ND FLOOR)
Description
Length (m)
Width (m)
2.25
Waist Slab 1
1.50
Waist Slab 2
WAIST SLAB (2ND FLOOR TO 3RD FLOOR)
Description
Waist Slab 3
Waist Slab 4
STEPS
Composition
Cement
Sand
Gravel
Composition
Cement
Sand
Gravel
USING 40KG CEMENT (CLASS A MIXTURE)
Concrete Volume (cu. m.)
Proportion 1:2:4
60.353375
9.0
60.353375
0.50
60.353375
1.0
USING 50KG CEMENT (CLASS A MIXTURE)
Concrete Volume (cu. m.)
Proportion 1:2:4
60.353375
7.0
60.353375
0.50
60.353375
1.0
Cement Floor
Finish 1
Cement Floor
Finish 2
Cement Floor
Finish 3
Cement Floor
Finish 4
Concrete Volume
(cu. m.)
0.30375
0.2025
Concrete Volume
(cu. m.)
0.16875
0.27
Quantity
543.180375
30.1766875
60.353375
Unit
bags
cu. m.
cu. m.
Quantity
422.473625
30.1766875
60.353375
Unit
bags
cu. m.
cu. m.
CEMENT FLOOR FINISH (PLAIN)
1021(1)a
Description
Concrete Volume
(cu. m.)
0.3645
Length (m)
Width (m)
Thickness (m)
Quantity
Concrete Volume
(cu. m.)
2.50
4.50
0.10
1
1.125
1.10
1.475
0.10
1
0.16225
1.40
1.475
0.10
1
0.2065
1.20
3.80
0.10
1
0.456
TOTAL
1.94975
ITEM 1046(2)a1
CHB NON-LOAD BEARING (INCLUDING REINFORCING STEEL), 100MM
INTERIOR WALLS
GROUND FLOOR
Description
Wall 1
Wall 2
Wall Dimensions
Wall Height Wall Length Wall Area
(m)
(m)
(sq. m.)
2.70
1.05
2.835
2.70
1.725
4.6575
Wall 3
2.70
4.05
10.935
Door Mark
D-1
D-2
Door Dimensions (To be subtracted)
Door Height Door Width
Quantity
(m)
(m)
2.15
0.90
1
2.15
0.85
1
Door Area
(sq. m.)
1.935
1.8275
Door Dimensions (To be subtracted)
Door Height Door Width
Quantity
(m)
(m)
2.15
0.85
1
2.15
1.00
2
-
Door Area
(sq. m.)
1.8275
4.3
-
Final Area
(sq. m.)
2.835
4.6575
7.1725
2ND FLOOR
Description
Wall 1
Wall 2
Wall 3
Wall 4
Wall 5
Wall 6
3RD FLOOR
Description
Wall Dimensions
Wall Height Wall Length Wall Area
(m)
(m)
(sq. m.)
2.60
1.30
3.38
2.55
1.65
4.2075
2.55
1.05
2.6775
2.55
1.40
3.57
2.60
5.25
13.65
2.60
2.80
7.28
Wall Dimensions
Wall Height Wall Length Wall Area
(m)
(m)
(sq. m.)
Wall 1
2.35
4.375
10.28125
Wall 2
Wall 3
Wall 4
2.40
2.35
2.35
1.20
1.05
2.3
2.88
2.4675
5.405
Door Mark
D-2
D-3
-
Door Mark
D-1
D-2
D-4
Door Dimensions (To be subtracted)
Door Height Door Width
Quantity
(m)
(m)
2.15
0.90
1
2.15
0.85
1
2.15
1.7
1
USING 100MM X 200MM X 400MM CHB
Number of CHB per Square Meter Area
12.5
Final Area (sq. m.)
56.91875
ITEM 1046(2)a2
Door Area
(sq. m.)
1.935
1.8275
3.655
TOTAL
Final Area
(sq. m.)
3.38
2.38
2.6775
3.57
9.35
7.28
Final Area
(sq. m.)
6.51875
2.88
2.4675
1.75
56.91875
Number of Pieces of CHB
711.484375
CHB NON-LOAD BEARING (INCLUDING REINFORCING STEEL), 150MM
EXTERIOR WALLS (USING 150MM X 200MM X 400MM CHB)
GROUND FLOOR
Wall Dimensions
Description
Wall Height Wall Length
(m)
(m)
Window Dimensions (To be subtracted)
Wall Area
(sq. m.)
Window
Mark
Window
Height (m)
Window
Width (m)
Quantity
0.40
0.40
1.20
0.40
1.20
1.60
1.80
1.20
1.20
0.60
1.20
0.40
1
1
1
1
1
3
Wall 1
Wall 2
Wall 3
2.95
2.95
2.95
1.20
2.30
4.35
3.54
6.785
12.8325
Wall 4
2.95
4.775
14.08625
Wall 5
Wall 6
Wall 7
2ND FLOOR
2.95
2.95
3.00
2.30
0.90
3.30
6.785
2.655
9.9
W-5
W-4
W-2
W-3
W-2
W-1
Wall Area
(sq. m.)
Window
Mark
Window
Height (m)
Window
Width (m)
Quantity
W-7
W-5
W-4
W-2
W-2
W-1
W-2
W-3
W-6
2.00
0.40
0.40
1.20
1.20
1.60
1.20
0.40
2.00
0.725
1.80
1.20
1.20
1.20
0.40
1.20
0.60
1.275
1
1
2
1
1
2
1
1
1
Wall Dimensions
Description
Wall Height Wall Length
(m)
(m)
Window
Area
(sq. m.)
0.72
0.48
1.44
0.24
1.44
1.92
Final Area
(sq. m.)
Window
Area
(sq. m.)
1.45
0.72
0.96
1.44
1.44
1.28
1.44
0.24
2.55
Final Area
(sq. m.)
Window
Area
(sq. m.)
1.45
Final Area
(sq. m.)
3.54
6.065
12.3525
12.40625
5.345
2.655
7.98
Window Dimensions (To be subtracted)
Wall 1
Wall 2
Wall 3
Wall 4
Wall 5
Wall 6
Wall 7
2.55
2.55
2.55
2.55
2.55
2.55
2.60
1.2
2.3
4.35
4.775
2.30
0.90
3.30
3.06
5.865
11.0925
12.17625
5.865
2.295
8.58
Wall 8
2.60
6.525
16.965
1.61
5.145
10.1325
12.17625
4.425
2.295
7.14
11.455
3RD FLOOR
Wall Dimensions
Description
Wall 1
Wall Height Wall Length
(m)
(m)
2.35
1.2
Window Dimensions (To be subtracted)
Wall Area
(sq. m.)
Window
Mark
Window
Height (m)
Window
Width (m)
Quantity
2.82
W-7
2.00
0.725
1
1.37
Wall 2
Wall 3
Wall 4
Wall 5
Wall 6
Wall 7
2.35
2.35
2.35
2.35
2.35
2.40
2.3
4.35
4.775
2.30
0.90
3.30
5.405
10.2225
11.22125
5.405
2.115
7.92
Wall 8
2.40
6.525
15.66
Final Area (sq. m.)
151.09125
W-5
W-4
W-2
W-2
W-2
W-1
W-2
W-3
W-6
0.40
0.40
1.20
1.20
1.20
1.60
1.20
0.40
2.00
1.80
1.20
1.20
1.20
1.20
0.40
1.20
0.60
1.275
USING 150MM X 200MM X 400MM CHB
Number of CHB per Square Meter Area
12.5
1
2
2
1
1
2
1
1
1
0.72
0.96
2.88
1.44
1.44
1.28
1.44
0.24
2.55
TOTAL
4.685
9.2625
8.34125
3.965
2.115
6.48
10.15
151.09125
Number of Pieces of CHB
1888.640625
DATE:
REIMART REGIN P. BAUTISTA
OIC - PLANNING AND DESIGN SECTION
SUBMITTED:
DATE:
JENNIFER F. ALAMNZOR
OIC -ASSISTANT DISTRICT ENGINEER
RECOMMENDED:
SOURCE OF FUND: RLIP FY 2021
APPROVED:
DONNIE D. CUNA
DISTRICT ENGINEER
DATE:
LOCAL PROGRAM- LOCAL INFRASTRUCTURE PROGRAMBUILDINGS AND OTHER STRUCTURES - MULTIPURPOSE/ FACILITIESCONSTRUCTION OF MULTI-PURPOSE BUILDING, BARANGAY SAN NICOLAS,
BACOOR CITY, CAVITE
C.Y. 2021 PROJECT
DETAILED ENGINEERING DESIGN PLAN FOR
CAVITE 3rd DISTRICT ENGINEERING OFFICE
CARMONA, CAVITE
REGIONAL OFFICE IV-A
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REPUBLIC OF THE PHILIPPINES
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
VICINITY MAP
PERSPECTIVE VIEW
VICINITY MAP
SITE DEVELOPMENT PLAN
SHEET CONTENTS:
EL
Y
R
TA
EN
EM
H
SC
L
O
O
IS
EX
G
N
TI
G
IN
D
IL
BU
N
TI
IS
N
E
LI
AY
G
AN
R
BA
R
H
PR
O
PE
PREPARED:
DRAFTED:
SITE
TY
EX
G
L
U
M
O
TI
EN
ID
ARCHITECT II
JANICE F. REDONDO
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
ID
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
DATE:
ENGINEER II
SUBMITTED:
JESSITO M. BAGUIO, JR.
REVIEWED:
AL
EA
PAINT COLOR MAY VARY
UPON REQUEST OF THE
END USER
ES
R
AD
DEVELOPMENT PLAN
O
PR
D
SE
PO
SE
PO
R
U
-P
I
LT
G
IN
D
IL
BU
R
BA
AL
G
PERSPECTIVE VIEW
S
LA
O
IC
N
N
SA
E
N
LI
AY
R
TY
R
PE
O
AN
NOTE:
R
ES
AR
AL
TI
EN
PR
COVER PAGE
CEILING PLAN, CEILING SECTION DETAIL
SPOT DETAIL (GUTTER)
SPOT DETAIL CORNER (C.L.G.)
ISOMETRIC DIAGRAM
DETAIL OF CATCH BASIN (CB)
DETAIL OF SEPTIC VAULT
P
3
P
4
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
DATE:
DPWH
REPUBLIC OF THE PHILIPPINES
MECHANICAL
ELECTRICAL
SANITARY
STRUCTURAL
ARCHITECTURAL
LINE AND GRADE
LAND USE AND ZONING
DISTRICT ENGINEER
1
A
7
SET NO.
18
2
SHEET NO.
DISTRICT / CITY / MUNICIPALITY
ENGINEER / BUILDING OFFICIAL
DEPARTMENT OF PUBLIC WORKS AND HIGH WAYS
DONNIE D. CUNA
APPROVED:
DETAIL OF PROJECT BILLBOARD
F
1
PERSPECTIVE,FLOOR PLAN
ROOF PLAN,FRONT ELEVATION
SIDE ELEVATION
POWER LAYOUT
SINGLE LINE DIAGRAM
SCHEDULE OF LOADS AND COMPUTATIONS
E
2
F
2
LIGHTING LAYOUT
GENERAL NOTES AND SPECIFICATIONS
ELECTRICAL LEGENDS AND SYMBOLS
E
1
ELECTRICAL
STORM DRAINAGE PLAN
PLUMBING NOTES
PLUMBING LEGEND,STORM DRAINAGE AND SEWER LINE
LAYOUT,COLD WATER LINE LAYOUT
P
2
P
1
PLUMBING
WALL-FOOTINGS DETAIL(WF),
DET. SECTION OF RAMP
S
6
TRUSS DETAILS
S
4
CONNECTION G.I. SHEET ROOFING TO
PURLIN,TRUSS-PURLINB-ROOF CONN. DETAIL
TRUSS TO BEAM / COLUMN CONN. DETAIL,
DET. SECTION OF STAIR ON FILL
STAGE FRAMING PLAN,ROOF FRAMING
PLAN,SCHEDULE OF SLABS,SCHEDULE OF
GIRDERS AND BEAMS
S
3
S
5
COMFORT ROOM FRAMING PLAN,FOUNDATION
PLAN,SCHEDULE OF FOOTING REINFORCED
CONCRETE COLUMN SCHEDULE
GENERAL CONSTRUCTION NOTES
S
2
S
1
STRUCTURAL
A
7
STAIR DETAIL PLAN, TYPICAL RAMP
SECTION
LONGITUDINAL SECTION, CROSS SECTION,
SCHEDULE OF DOORS& WINDOWS, TOILET DETAILS
A
5
A
6
SCHEDULE OF QUANTITIES
GROUND FLOOR, SECOND FLOOR, THIRD FLOOR PLAN
FRONT, REAR, RIGHT SIDE, LEFT SIDE ELEVATION
A
4
SUMMARY OF QUANTITIES
A
2
A
3
PERSPECTIVE VIEW, VICINITY MAP, SITE DEVELOPMENT PLAN
& TABLE OF CONTENTS
A
1
ARCHITECTURAL
G
1
GENERAL
TABLE OF CONTENTS
3
2
4400
EL ± 200.00
FFL
F
F
F
F
F
F
UP
SCALE
1
3
5
7
9
FF - 3
FF-2
ELEV. ± 200.00
WF - 1
OPEN SPACE/
WAITING AREA
12 14 16
11 13 15 17
4850
1:100
FF - 3
1
D
TOILET 1
FF - 2
3
W
1825
2
D
3800
1
W
FF-1
DAYCARE
CENTER
WF - 1
ELEV. ± 200.00
2
W
M
F
F
F
F
F
F
F
F
F
1:100
SAN NICOLAS 2
F
F
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
C
2
W
A
EL ± 9200.00
TOP OF ROOF BEAM
CONCRETE CANOPY
EL ± 10600.00
PRE-PAINTED
END FLASHING
7
W
5
W
PARAPET WALL
3
2
THIRD FFL
NGL
EL ± 000.00
PLAIN CEMENT
FINISH (PAINTED)
EL ± 3400.00
SECOND FFL
50 mm Ø G.I. PIPE
HANDRAIL FULLY
WELDED
C
2
D
10475
B
2
W
3
D
2775
2
W
FF-1
ELEV. ± 3200.00
WF - 3
WF - 2
OFFICE
SCALE
GROUND FLOOR PLAN
SECOND FLOOR PLAN THIRD FLOOR PLAN
ROOF PLAN
FRONT ELEVATION
REAR ELEVATION
RIGHT SIDE ELEVATION
LEFT SIDE ELEVATION
1:100
F
F
F
2
W
F
F
F
A
M
PREPARED:
DRAFTED:
M
F
F
F
REAR ELEVATION
F
F
F
PRE-PAINTED METAL SHEET
RIB-TYPE, LONG SPAN
B
1:100
2675
ELEV. ± 3200.00
FF-1
OFFICE
WF - 3
3
D
5450
C
4400
SECOND FLOOR PLAN
1950
3
W
WF - 2 TOILET 2
FF - 2
SCALE
1
W
4
W
ELEV. ± 3200.00
FF-1
LOBBY
DN
PRE-PAINTED
GUTTER
5
A-4
3075
2
A-4
6
W
5025
12 14 16
11 13 15 17
UP
WF - 1
9
8
20
19
18
10
4
W
2
A-5
SHEET CONTENTS:
12 mm SQUARE BARS FULLY
WELDED ON 50 Ø mm G.I. PIPE
EL ± 6400.00
PLAIN CEMENT
FINISH (PAINTED)
1
A-5
1
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
M
F
MULTI-PURPOSE BUILDING
FRONT ELEVATION
SCALE
F
F
B
GROUND FLOOR PLAN
F
2
4
6
8
5
A-4
A
1
A-4
5
W
10
4
W
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
NGL
EL ± 000.00
50 mm Ø G.I. PIPE
HANDRAIL FULLY
WELDED
EL ± 3400.00
SECOND FFL
PLAIN CEMENT FINISH
WITH GROOVES
(PAINTED)
EL ± 6400.00
THIRD FFL
PLAIN CEMENT FINISH
(PAINTED)
EL ± 9200.00
TOP OF ROOF BEAM
CONCRETE CANOPY
EL ± 10600.00
PARAPET WALL
1
A-5
1450
1750
1200
10475
C
ARCHITECT II
JANICE F. REDONDO
FF-1
3075
SCALE
3
W
1950
1:100
2
W
WF - 1
2
W
WF - 2
2
W
5450
ELEV. ± 6400.00
FF-1
2
W
SESSION HALL
5450
M
3
2
1:100
1
2
W
M
C
EL ± 10600.00
SCALE
1
F
F
F
F
F
2
A-5
F
F
F
2
F
F
F
F
F
F
3
1:100
3
A-4
5025
SCALE
SLOPE
B
1:100
JENNIFER F. ALMANZOR
OIC - ASSISTANT DISTRICT ENGINEER
5450
M
ALUMINUM FRAMED GLASS WALL
HEIGHT= 2.3 METERS
(WITH PRIVACY FILM OR APPROVED EQUAL
TYPE (COLOR FOR APPROVAL BY THE
END-USED)
WF - 3
FF - 3
FF - 2
FF - 1
M
FLOOR FINISH
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
4
A
7
SET NO.
NON-SKID CEMENT FLOOR
FINISH WITH 6mm GROOVE
LINES AT 20mm O.C.
18
5
SHEET NO.
400mm X 400mm UNGLAZED TILES
(SIZE
& OR COLOR FOR APPROVAL BY
THE END-USER)
DESCRIPTION:
400mm X 400mm GLAZED TILES
(SIZE
& OR COLOR FOR APPROVAL BY
THE END-USER)
SCHEDULE OF FLOOR FINISHES
200mm X 300mm VITRIFIED
GLAZED TILE WALL FINISH
(SIZE & OR COLOR FOR APPROVAL
BY THE END-USER)
- TYPICAL ON ALL TOILET WALLS
DESCRIPTION:
100 mm THK./ 150 mm THK. CHB INTERIOR/
EXTERIOR WALL WITH PLAIN CEMENT,
HEIGHT: FINISHED FLOOR LINE TO UNDER
SLAB/BEAM OF SECOND FLOOR)PLASTER
PAINT FIN.
(SUBMIT COLOR SCHEMES FOR APPROVAL)
C
WF - 2
WF - 1
WALL FINISH
ROOF PLAN
PRE-PAINTED METAL SHEET
RIB-TYPE, LONG SPAN
F
A
LEFT SIDE ELEVATION
RECOMMENDED:
5
A-4
EL ± 000.00
NGL
PLAIN CEMENT
FINISH (PAINTED)
EL ± 3400.00
SECOND FFL
PLAIN CEMENT
FINISH (PAINTED)
THIRD FFL
EL ± 6400.00
PLAIN CEMENT
FINISH (PAINTED)
REIMART REGIN P. BAUTISTA
DATE:
3
2
TOP OF ROOF BEAM
EL ± 9200.00
OIC - PLANNING AND DESIGN SECTION
DATE:
1
A-5
PRE-PAINTED
END FLASHING
1
PRE-PAINTED
GUTTER
PARAPET WALL
ENGINEER II
4400
JESSITO M. BAGUIO, JR.
SUBMITTED:
RIGHT SIDE ELEVATION
REVIEWED:
5
A-4
NGL
EL ± 000.00
PLAIN CEMENT
FINISH (PAINTED)
EL ± 3400.00
SECOND FFL
PLAIN CEMENT
FINISH (PAINTED)
THIRD FFL
EL ± 6400.00
PLAIN CEMENT
FINISH (PAINTED)
TOP OF ROOF BEAM
EL ± 9200.00
EL ± 10600.00
WF - 2
4
D
TOILET 3
FF - 2
2
D
DN
4
W
B
THIRD FLOOR PLAN
SCALE
1
W
ELEV. ± 6400.00
3
A-4
6
W
1
D
25 27 29 31
24 26 28 30 32
5025
STORAGE
22
21
20
19
18
23
4
W
2
A-5
PARAPET WALL
7
W
WF - 1
ENGINEERING ASSISTANT
3
2
5
W
AARON JAY F. FABELLA
1
A-5
1
A
3001
1400
B
3000
1400
1400
3000
650
4400
2
A-5
1400
1
A
1400
900
2800
3000
3200
200
1800
2800
3000
3200
200
1400
2800
3000
3400
2800
3000
3400
5000
1400
F
F
F
F
SCALE
F
F
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
M
FFL
1 SET
3
A-5
ALUMINUM FRAMED
TEMPERED GLASS WALL
F
1175
2 SETS
ALUMINUM AWNING
WINDOW CLEAR GLASS
3
W
FFL
600
F
4
W
1200
F
SCALE
FFL
5 SETS
1
D
900
SCALE
F
2
D
850
3 SETS
1:40
3 SETS
FLUSH TYPE SOLID CORE OR
APPROVED EQUAL SWING TYPE
FFL
5
W
F
ALUMINUM FIXED WINDOW
CLEAR GLASS
FFL
F
1800
M
LONGITUDINAL SECTION
CROSS SECTION
SCHEDULE OF DOORS & WINDOWS
PLAN AND ELEVATION (TOILET 1)
PLAN AND ELEVATION (TOILET 2)
PLAN AND ELEVATION (TOILET 3)
SHEET CONTENTS:
6
W
F
F
3
D
1000
2 SETS
M
PREPARED:
DRAFTED:
2 SETS
7
W
4
D
1700
1 SETS
ARCHITECT II
JANICE F. REDONDO
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
1 SET
1
1
B
B
B
A
A
B
B
B
A
A
A
A
5
A-5
4
A-5
SCALE
DATE:
DATE:
LAV
WC
WC
M
400 X 400 mm TEXTURED CERAMIC
TILE (NON-SKID) FLOOR FINISH
(SUBMIT SAMPLE FOR APPROVAL)
GLAZED TILES OR APPROVED
EQUAL TYPE
PLAIN CEMENT PAINTED FINISH
FIBER CEMENT BOARD CEILING
M
WC
LAV
SCALE
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
1:75
400 X 400 mm TEXTURED CERAMIC
TILE (NON-SKID) FLOOR FINISH
(SUBMIT SAMPLE FOR APPROVAL)
GLAZED TILES OR APPROVED
EQUAL TYPE
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
5
A
7
SET NO.
SECTION THRU B-B
SECTION THRU B-B
WC
LAV
PLAIN CEMENT PAINTED FINISH
M
3200
SECTION THRU B-B
B
FIBER CEMENT BOARD CEILING
TOILET 3 DETAIL
SECTION THRU A - A
1:75
RECOMMENDED:
6
A-5
SCALE
400 X 400 mm TEXTURED CERAMIC
TILE (NON-SKID) FLOOR FINISH
(SUBMIT SAMPLE FOR APPROVAL)
GLAZED TILES OR APPROVED
EQUAL TYPE
PLAIN CEMENT PAINTED FINISH
FIBER CEMENT BOARD CEILING
TOILET 2 DETAIL
SECTION THRU A - A
LAV
1:75
SECTION THRU A - A
2500
TOILET 1 DETAIL
REIMART REGIN P. BAUTISTA
SUBMITTED:
TOILET 3 PLAN
1950
TOILET 2 PLAN
1950
TOILET 1 PLAN
B
B
1825
B
OIC - PLANNING AND DESIGN SECTION
1450
ENGINEER II
1
1400
JESSITO M. BAGUIO, JR.
REVIEWED:
ALUMINUM FIXED WINDOW
CLEAR GLASS
FFL
F
F
F
725
GLASS DOOR (SWING TYPE)
ALUMINUM FIXED W/ AWNING
WINDOW CLEAR GLASS
FFL
F
F
F
1275
GLASS DOOR (SWING TYPE)
FFL
SCHEDULE OF DOORS & WINDOWS
2 SETS
1:100
SEE TRUSS DETAILS
LONGITUDINAL SECTION
NGL
EL ± 000.00
ALUMINUM FIXED WINDOW
CLEAR GLASS
FFL
F
1
A-5
EL ± 200.00
FFL
50 mm Ø G.I. PIPE
HANDRAIL FULLY
WELDED
EL ± 3400.00
SECOND FFL
12 mm SQUARE BARS
FULLY WELDED ON
50 Ø mm G.I. PIPE
EL ± 6400.00
THIRD FFL
PLAIN CEMENT
FINISH (PAINTED)
EL ± 9200.00
TOP OF ROOF BEAM
PARAPET WALL
WOODEN PANEL DOOR OR
APPROVED EQUAL SWING TYPE
2150
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
1 SET
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
1 SET
FFL
ALUMINUM FRAMED
TEMPERED GLASS WALL
FFL
F
1275
ALUMINUM FRAMED
TEMPERED GLASS WALL
F
1175
2 SETS
2
W
7 SETS
FFL
1200
1:100
F
CROSS SECTION
F
F
ALUMINUM SLIDING
WINDOW CLEAR GLASS
2
A-5
F
F
ALUMINUM FIXED WINDOW
CLEAR GLASS
1
W
F
400
NGL
EL ± 000.00
FFL
EL ± 200.00
FFL
50 mm Ø G.I. PIPE
HANDRAIL FULLY
WELDED
EL ± 3400.00
SECOND FFL
12 mm SQUARE BARS
FULLY WELDED ON
50 Ø mm G.I. PIPE
EL ± 6400.00
THIRD FFL
PLAIN CEMENT
FINISH (PAINTED)
EL ± 9200.00
2800
3000
3200
200
EL ± 10600.00
2150
SEE TRUSS DETAILS
2300
1400
2800
3000
3400
TOP OF ROOF BEAM
1600
VARIES
1200
950
400
VARIES
3000
PARAPET WALL
2300
2000
777
3200
2500
EL ± 10600.00
2300
400
1650
400
VARIES
3
2150
2000
773
2500
2
3000
1
2150
C
2500
2500
3000
B
1400
A
2500
3000
18
6
SHEET NO.
1350
12 mm SQUARE BAR
RAILING (FULLY
WELDED ON
HANDRAIL )
3750
300
1
3
5
7
1:30
M
REINFORCED
CONCRETE STAIR
6
A-6
NAT. GRADE LINE
FIN. FLR LINE
SCALE
SCALE
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
576
1:30
576
2
1
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
TYPICAL RAMP SECTION
576
4
A-6
M
5 mm THK. NON-SKID METAL
NOSING STRIP (SUBMIT SAMPLE)
PLAIN CEMENT FINISH
SPOT DETAIL (NON-SKID STRIP)
B
B
2
4
6
8
12 14 16
11 13 15 17
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
3
A-6
50MM G.I PIPE RAILING
EMBEDDED ON REINFORCED
CONCRETE STAIR
2
10
9
LANDING
1500
200
1350
1350
2750
SCALE
9
M
12 14 16
11 13 15 17
1500
SCALE
1:40
M
STAIR DETAIL PLAN
STAIR DETAIL ELEVATION
SPOT DETAIL (NON-SKID STRIP)
STAIR SPOT DETAIL
SPOT DETAIL (HANDRAIL)
TYPICAL RAMP SECTION
HANDRAIL SECTION
SHEET CONTENTS:
NON-SKID PLAIN CEMENT
FLOOR FINISH WITH GROOVE
LINES @ 20mm O.C.
2
1
PREPARED:
1:15
12 mm SQUARE
BAR RAILING
M
JANICE F. REDONDO
M
50
DATE:
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
SCALE
1:10
9 - RISER
6 - RISER
@ 200MM - 1200MM @ 200MM - 1800MM
2
A-6
SCALE
8
21
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
M
5
18
DATE:
4
3
2
1
5
A-7
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
50mmØ G.I. PIPE VERTICAL SUPPORT
@ 600mm O.C. PROVIDE 12mmØ STEEL
DOWELS
RECOMMENDED:
6
19
1:50
7
20
M
2
STAIR DETAIL ELEVATION
9
22
3
A-7
17
16
15
14
13
12
11
10
32
31
30
29
28
27
26
25
24
23
100 x 100 CONCRETE SKIRTING
4
A-7
1
HANDRAIL SPOT DETAIL
ENGINEER II
SUBMITTED:
8
A-7
100
JESSITO M. BAGUIO, JR.
REVIEWED:
NON-SKID PLAIN CEMENT FLOOR FINISH
WITH GROOVE LINES
ENGINEERING ASSISTANT
ARCHITECT II
50 mm Ø G.I.
PIPE HANDRAIL
SPOT DETAIL (HANDRAIL)
SCALE
2000
25 27 29 31
24 26 28 30 32
3500
FULLY WELDED
22
21
20
19
18
23
LANDING
1350
12mm Ø STEEL DOWEL EMBED IN
CONCRETE
AARON JAY F. FABELLA
1:15
5
A-6
300
A
2-50mm Ø G.I. PIPE HANDRAIL WITH 50mm
Ø VERTICAL SUPPORT @ 600mm O.C.
2750
HANDRAIL SECTION
5
A-6
12 mm SQUARE
BAR RAILING
FULLY WELDED
50 mm Ø G.I.
PIPE HANDRAIL
SCALE
1000
DRAFTED:
7
A-6
HANDRAIL SPOT DETAIL
STAIR SPOT DETAIL
2-50mm Ø G.I. PIPE HANDRAIL WITH
50mm Ø VERTICAL SUPPORT @
600mm O.C.
4
A-6
8
12mm SQUARE BARS (PAINTED
FINISH) FULLY WELDED ON 50
mm ∅ G.I. PIPE (GRILLE SUPPORT
FRAME)
50 mm Ø G.I. PIPE
HANDpr RAIL FULLY
WELDED
1:50
8
20
19
18
10
LANDING
1350
3000
STAIR DETAIL PLAN
13
12
11
10
LANDING 9
1
A-6
1250
3000
A
1350
1250
1
A
900
100
900
200
2250
900
300 100
200
700
200
700
150
100
50
150
7- RISER
@ 200MM - 1400MM
10 - RISER
@ 200MM -2000MM
100
6
A
7
SET NO.
18
7
SHEET NO.
4
A-7
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
10
1:100
M
1200
FIBER CEMENT CEILING BOARD
4.5mm THK
CARRYING CHANNEL, 0.8x13x38mm
@ 1.20M O.C.
SCALE
12 14 16
11 13 15 17
(GROUND FLOOR)
CEILING PLAN
1
3
5
7
9
HANGER, FROM 0.8 x13 x 38mm
CARRYING CHANNEL
1
A-7
2
4
6
8
1825
100
M
3800
2B-2
B
J-BOLT
C
SCALE
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
1:20
CEILING PLAN (GROUND FLOOR)
CEILING PLAN (SECOND FLOOR)
CEILING PLAN (THIRD FLOOR)
CEILING SECTION DETAIL
ISOMETRIC DETAIL
SECTION DETAIL (ROOF)
SPOT DETAIL (GUTTER)
SHEET CONTENTS:
M
SPOT DETAIL (GUTTER)
PROJECT NAME AND LOCATION:
7
A-7
100 mm dia DOWNSPOUT
BASKET STRAINER
0.6mm THK (BASE METAL THICKNESS)
PREFORMED, PRE-PAINTED G.I GUTTER
WITH 12 x 300mm FIBER CEMENT FASCIA
BOARD AND 0.60mm THK. PREPAINTED
METAL STRAP WITH STAND, RIVET
(PAINTED FINISH)
20 X 20 X 2MM ANGULAR BAR
FOR FASCIA BOARD FRAME
COATED WITH PRIMER
WALL CAPPING
1:50
CEILING SECTION DETAIL
SCALE
1200
4400
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
2G-3
A
3
2
1
1450
1750
1200
4850
300
3
2
1
8
A-5
A-7
5
A
5025
0
40
1:100
M
C
4400
0
40
W-CLIP
CARRYING CHANNEL,
0.8x13x38mm @ 1.20M O.C.
4.5mm THK FICEM BOARD
HANGER, FROM 0.8 x13 x 38mm
CARRYING CHANNEL
METAL FURRING, 0.40x19x50mm @ 0.40M O.C.
150mm THK WALL
TOP OF ROOF
BEAM
NOT TO SCALE
D
SEE TRUSS DETAIL
CHB WALL
PREPARED:
DRAFTED:
SCALE
ARCHITECT II
JANICE F. REDONDO
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
1:50
A
3
A-7
DATE:
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
6
A-9
M
6
A-7
4000
C
400
1:50
WALL CAPPING
J-BOLT
SAGROD (SEE STRUCTURAL DETAIL)
C-PURLIN (SEE STRUCTURAL DETAIL)
PRE-PAINTED RIB TYPE
1
4.5mm THK FIBER CEMENT BOARD
(PAINTED) ON METAL FURRING
CHANNEL @ 400mm O.C (SEE DETAIL)
TOP CHORD (SEE
STRUCTURAL DETAIL)
R.C. MEDIA AGUA WITH
PAINTED FINISH
M.
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
1: 30
(MEDIA AGUA)
SCALE
M
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
PROVIDE 20 mm SQUARE GROOVE
LINE (DRIP MOULD)
SPOT DETAIL
REINFORCED CONCRETE BEAM
WITH PLAIN CEMENT PLASTER
PAINTED FINISH
(REFER TO STRUCTURAL FOR BEAM'S SIZES)
ENGINEER II
SUBMITTED:
1:100
5450
5450
C
4400
SECTION DETAIL (ROOF)
SCALE
2
SCALE
B
(THIRD FLOOR)
CEILING PLAN
CORRIDOR FLOOR
LEVEL
FLOOR
LEVEL
6
A-7
100 mm dia
DOWNSPOUT
ELBOW PIPE
BASKET STRAINER
20 X 20 X 2MM ANGULAR
BAR FOR FASCIA BOARD
FRAME COATED WITH
PRIMER
WALL CAPPING
DN
1950
25 27 29 31
24 26 28 30 32
3075
22
21
20
19
18
23
5025
JESSITO M. BAGUIO, JR.
REVIEWED:
M
3001
0.6mm THK (BASE METAL THICKNESS)
PREFORMED, PRE-PAINTED G.I GUTTER
WITH 12 x 300mm FIBER CEMENT FASCIA
BOARD AND 0.60mm THK. PREPAINTED
METAL STRAP WITH STAND, RIVET
(PAINTED FINISH)
CHB WALL
3
2
1
4.5mm THK FIBER CEMENT BOARD (PAINTED)
ON METAL FURRING CHANNEL @ 400mm O.C
(SEE DETAIL)
J-BOLT
SPOT DETAIL (CORNER CLG.)
METAL
FURRING
2775
0.40x25x25mm WALL ANGLE
SCALE
2675
5450
ISOMETRIC DETAIL
2
A-7
1950
B
10475
(SECOND FLOOR)
CEILING PLAN
12 14 16
11 13 15 17
3075
9
8
20
19
18
10
SPOT DETAIL (CORNER C.L.G.)
SPOT DETAIL (MEDIA AGUA)
00
12
3000
1400
B
1000
1400
3000
10475
75
A
150
1400
19
300
600
7
A
7
SET NO.
18
8
SHEET NO.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING & BRACINGS OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION.
3/4 IN. (19 MM)
20.7 Mpa (3000 PSI)
17.0 Mpa (2500 PSI)
4 IN. (100 MM)
4 IN. (100 MM)
4 IN. (100 MM)
4 IN. (100 MM)
MAX. SLUMP
Ø10 @ 600 MM
Ø10 @ 600 MM
Ø10 @ 400 MM
Ø10 @ 400 MM
2.
1.
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
1450
1250
1150
950
800
150
200
265
325
400
475
550
610
150
200
350
450
550
650
700
800
Ldh OF STANDARD
HOOKS IN TENSION
(mm)
500
450
400
300
240
200
165
150
250
-
-
200
160
120
100
400
-
320
125
110
100
-
-
350
-
280
200
150
135
1100
950
850
750
600
500
300
300
BEAM COMP.
SPLICE
(mm)
2600
2300
2050
1800
1150
950
500
400
3400
3000
2700
2350
1500
1250
650
550
TENSION LAP SPLICE
CLASS A CLASS B
(mm)
(mm)
0.89
4.831
6.31
1350
1540
1730
850
950
1100
7.986
3.851
960
2.465
1.58
1200
770
500
600
580
300
0.618
UNIT
WEIGHT
(kg/m)
750
480
300
COLUMNS
SPIRAL
TIED
(mm)
(mm)
SPLICE
EXTRA TOP BARS
@ SUPPORT
BOTTOM BARS
AT MID SPAN
CHB WALL
1-Ø16 VERT. BARS
INTERSECTING R.C. COL. OR WALL
400
(DOWEL)
12 THK. EXPANSION JOINT
WITH MASTIC FILLER
DOWEL BARS TO MATCH
CHB HOR. BARS
R.C. COLUMN OR WALL
OPENING OR END WALL
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES.
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
CONSTRUCTION NOTES
SHEET CONTENTS:
TYPICAL CONNECTION DETAIL OF MASONRY WALL
INTERSECTION WALL
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES.
12 THK. EXPANSION JOINT
WITH MASTIC FILLER
1-Ø16 VERT. BARS
CHB WALL
CORNER WALL
CHB WALL
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES.
1-Ø16 VERT. BARS
12 THK. EXPANSION JOINT
WITH MASTIC FILLER
TYP. DETAIL OF COL. LAP SPLICE
& EXT. GIRDER TO COL. CONNECT.
0.22L
0.165L
REQ'D. BOTT. BARS @ SUPPORT
TOP BARS @ SUPPORT (CONT.)
0.25L
L
LAP SPLICE LENGTH:
AT ANY LEVEL NO MORE THAN
ALTERNATE BARS SHOULD BE
SPLICED. MIN. DISTANCE BET.
TWO ADJACENT BARS SPLICES
SHALL BE 600mm.
ALL CONCRETE REINF. DETAIL SHOULD
BE DONE IN ACCORDANCE WITH ACI
DETAILING MANUAL (LATEST EDITION)
CROSS-TIE
PREPARED:
DRAFTED:
1-Ø16 VERT.
BARS TYPICAL
CHB WALL
Ø10 STIRRUPS
@ 150 O.C.
200 (MIN)
ENGINEER II
KRISTOFFER JOSEPH S. SABILLO
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
D/3
50
30Ø BAR
(MIN.)
PROVIDE 3-Ø10 EXTRA STIRR.
EACH SIDE OF SLEEVES
SLEEVES FOR UTILITY
PIPES MAX. 1/5 D
MAIN REINFORCEMENT
PLAN
Ø10x1000 LONG
@ 300 O.C.
40
MAIN REINFORCEMENTS
TO BE CONTINUOUS
3Dbar
4Dbar
10Ø TO 25Ø
28Ø TO 36Ø
6Dbar
8Dbar
28Ø TO 36Ø
3-Ø10 BOTT. BARS
DATE:
REIMART REGIN P. BAUTISTA
SUBMITTED:
400
SEE CONSTRUCTION NOTES
FOR MASONRY WALL REINFORCEMENTS (TYPICAL)
DOWEL BARS TO MATCH
CHB VERTICAL BARS
Ø10 BOTT. BARS
@ 300 O.C.
(min.)
30 BAR DIA.
2t=FOR SLAB
D=FOR BEAM
12Dbar
12Dbar
EXTENSION
LE
LE
D
4Dbar >60
4Dbar >60
(TYP.)
300
400
EXTENSION
LE
30 BAR DIA.
(min.)
38mm
CLEAR
DOWEL TO MATCH
CHB VERT. BARS
6-Ø10 BARS (AS SHOWN)
Ø10 BOTT. BARS @ 300 O.C.
FIN. FLR. LVL.
0
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
60
0
4-Ø12 BOTT. BARS
38mm CLEAR
WINDOW
OPENING
SEE ARCHITECTURAL & MECHANICAL
PLANS FOR SLAB OPENING LOCATION.
PROVIDE THESE ADDITIONAL BARS FOR
ALL OPENINGS PLUS BARS (NOT
SHOWN) PARALLEL TO SIDE OF OPENING
EQUAL TO THE NUMBER OF TERMINATED
BARS AT OPENING
NOTE:
TYPICAL CORNER SLAB DETAIL
60
0
60
DOWN INTO EDGE BEAM. EXTENDED
4-Ø 12@ 1800 LONG TOP BARS BEND
BARS MIN. OF 1,200 (4'-0") INTO BARS.
TYP. SECTION OF MASONRY
PARTITION REINFORCEMENTS
1-Ø16 CONT. HOR. BARS
FOR FLOOR SLAB ONLY
1. ALL JOINTS AND CELLS
CONTAINING REINFORCING
BARS SHALL BE FILLED
WITH CONCRETE GROUT.
2. FOR REINFORCEMENTS SEE
CONSTRUCTION NOTES.
DOWEL BARS TO
MATCH VERT. BARS
(TYP.)
300
400
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
WHERE DEPRESSED
SLAB OCCURS
DOWEL TO MATCH
CHB VERT. BARS
1
S
5
SET NO.
18
9
SHEET NO.
TYP. EXTERIOR WINDOW. & DOOR OPENING
DOOR
OPENING
FLR. SLAB OR BEAM
TYPICAL CHB FOOTING DETAILS ( WHERE APPLICABLE )
NAT. GRD. LVL.
FIN. FLR. LVL.
OIC - PLANNING AND DESIGN SECTION
D
ENGINEER II
DATE:
OMIT TRIMMER BARS WHERE
OPENING IS FRAMED BY BEAM
IN TWO WAY SLAB EXTEND
BARS UP TO BEAM SUPPORT
SLAB
OPENING
1-Ø12 TOP &
BOTT. BARS
180 DEG. STANDARD HOOK FOR
NONSTIRRUP REINFORCEMENT
10Ø TO 25Ø
LE
MINIMUM BEND
DIAMETER D
BAR DIAMETER
Dbar
Dbar
t=FOR SLAB
Ø12x1000 LONG AT
MID-DEPTH OF SLAB
AT EACH CORNER
90 DEG. STANDARD HOOK FOR
NONSTIRRUP REINFORCEMENT
MINIMUM BEND
RADIUS R
BAR DIAMETER
Dbar
Dbar
30 BAR DIA.
(min.)
VERIFY DEPRESSION
TYPICAL DETAIL FOR BEAM
OR SLAB CHANGE SOFFIT
D=FOR BEAM
TYP. SLAB OPENING DET.
TYPICAL SLAB & BEAM
CONSTRUCTION JOINT DET.
BEAM
30Ø BAR
(MIN.)
WHERE JOINTS IS AT POINT OF
STRESS, PROVIDE SHEAR RODS
WITH ENGINEERS APPROVAL
MAIN REINFORCEMENTS TO BE
CONTINUOUS (TOP & BOTT. BARS)
TYP. DET. FOR SLEEVES
THRU CONCRETE BEAM
t/3
JESSITO M. BAGUIO, JR.
REVIEWED:
FIN. FLR. LVL.
1-Ø16 VERT.
BARS TYPICAL
CHB WALL
Ø10 STIRRUPS
@ 150 O.C.
2-Ø12 BOTT. BARS
2-Ø12 TOP BARS
DOWEL BARS TO MATCH
CHB VERT. BARS
ELEVATION
OPENING
200 (MIN)
TYP. DET. OF LINTEL BEAM
AT CHB WALL OPENING
ELEVATION
OPENING
200 (MIN)
550
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES
SECTION
H
1. YIELD STRESS OF HOOPS = 40 KSI
2. D = USE MAXIMUM COLUMN DIMENSION,
1/6 CLEAR HEIGHT OR 18" (450mm)
WHICHEVER IS GREATER.
3. NUMBER OF HOOP TIES SAME AS PER
COLUMN TIES SCHEDULE.
4. ALL CONCRETE REINFORCEMENT DETAIL
SHOULD BE DONE IN ACCORDANCE WITH
ACI DETAILING MANUAL 1980 PUB SP-66
NOTES:
FOR COL. BAR SPLICES SEE TABLE
OF MIN. LAP SPLICE LENGTH OF
COLUMN REINFORCEMENT
NOTE:
4-Ø16 VERT. BARS
TYPICAL CONNECTION DETAIL OF
R.C. WALL AT CORNERS
550
JOINT HOOP SPACE @ "2Sh" WHEN
THERE ARE BEAMS HAVING WIDTH OF
AT LEAST ONE-HALF THE COLUMN
WIDTH & DEPTHS NOT LESS THAN
THREE QUARTERS OF THE DEEPEST
BEAM THAT FRAME INTO FOUR
SIDES OF THE COLUMN. ALL OTHER
CONDITIONS USE HOOPS @ "Sh" CENTERS.
550
TYPICAL COLUMN ELEV. SHOWING
DOWELS AND TIES SPACING
200 (MIN)
TOP BARS SPLICE FOR BEAMS SHOULD BE "BEAM COMPRESSIVE SPLICE X 1.30"
FOR f'c = 3000 psi & fy = 414 MPa (16mm & LARGER BARS) & fy = 275 Mpa (12mm & SMALLER BARS)
NOTES:
1. ACI SECTION 12.4 STATES THAT DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE IN TENSION OR
COMPRESSION, SHALL BE THAT FOR THE INDIVIDUAL BAR,INCREASED 20% FOR THREE BAR BUNDLE, AND 33% FOR FOUR BAR
BUNDLE.
2. FOR COLUMNS, AT ANY LEVEL NO MORE THAN ALTERNATE BARS SHOULD BE SPLICED, NOT MORE THAT 33% OF THE
BARS SHALL BE SPLICED WITHIN THE REQUIRED LAP LENGTH, MINIMUM DISTANCE BETWEEN TWO ADJACENT BAR SPLICES
SHALL BE 600mm.
3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 300mm DEPTH OF CONCRETE CAST BELOW THE REINFORCEMENT.
4. AS MUCH AS POSSIBLE, SPLICES SUBJECTED TO TENSILE STRESSES ARE DISCOURAGE, THESE SHOULD BE AVOIDED
OR PROVIDED WITH STANDARD HOOKS.
36
32
28
25
PROJECT NAME AND LOCATION:
1. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, CAMBER ALL R.C.
BEAMS AT
LEAST 10 mm FOR EVERY 4 m OF CLEAR SPAN EXCEPT CANTILEVERS
WHICH SHALL BE 50 mm FOR EVERY 3 m OF CLEAR SPAN.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATION CAMBER ALL R.C. SLABS 8
mm PER 3 m OF SHORTER SPAN AND 14 mm FOR EVERY 2 m OF CANTILEVER SPAN.
E. CAMBER REQUIREMENTS
1. FOUNDATION DESIGN WAS BASED ON SOIL BEARING CAPACITY OF 95.76 KPA
D. FOUNDATION
6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH
CONCRETE GROUT (REFER TO SPECIFICATIONS).
5. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS WHERE SPLICE
DOWELS FROM FOOTING OR SLABS SHALL EXTEND INTO THE BLOCK WALL A MINIMUM OF
30 BAR DIAMETERS, AND DOWELS TO MATCH.
HORIZONTAL REINFORCEMENT
VERTICAL REINFORCEMENT
6 IN. (150 MM)
4 IN. (100 MM)
8 DAYS
18 HRS.
14 DAYS
24 HRS.
WALL THICKNESS
1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT NOT TO
EXCEED 80 PCF. FOR LOAD BEARING TYPE, TYPE CONCRETE BLOCKS, A MINIMUM
COMPRESSIVE STRENGTH OF 6.90 MPA SHALL BE DEVELOPED.
2. PROVIDE 1-Ø16 VERTICAL BARS AT CORNERS, INTERSECTIONS, END OF WALLS AND EACH
SIDE OF OPENINGS.
3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 MM) ON EACH SIDE OF MASONRY
WALL OPENING.
4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS:
C. MASONRY AND CONCRETE BLOCKS
10. STRIPPING OF FORMS AND SHORES:
FOUNDATION ----------------------------------------SUSPENDED SLAB EXCEPT WHEN
ADDITIONAL LOADS ARE IMPOSED -----------------------------WALLS --------------------------------------------BEAMS ---------------------------------------------
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.
8. THE CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS,
EQUIPMENT'S AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL,
ELECTRICAL, AND MECHANICAL DRAWINGS.
7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY POSITIONED &
SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.
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 BE STAGGERED WHENEVER POSSIBLE.
5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.
-----------------------------20 mm
SUSPENDED SLABS
40 mm
SLAB ON GRADE -------------------------------40 mm
BEAM STIRRUPS AND COLUMN TIES ---------------------WHERE CONCRETE IS EXPOSED TO
50 mm
EARTH BUT POURED AGAINST FORMS --------------------WHERE CONCRETE IS DEPOSITED
-------------------------DIRECTLY AGAINST EARTH
75 mm
4. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE DETAILING
REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN
OR NOTED.
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 40 ( Fy = 275 MPa ) FOR DIAMETER 12 &
SMALLER BARS AND GRADE 60 ( Fy = 414 MPa ) FOR DIA. 16 AND LARGER BARS.
3/4 IN. (19 MM)
3/4 IN. (19 MM)
3/4 IN. (19 MM)
20.7 Mpa (3000 PSI)
20.7 Mpa (3000 PSI)
MAX. SIZE AGGREGATE
COLUMNS
28 DAYS STRENGTH
BEAMS, SLABS
SLAB ON GRADE
FOUNDATION FOOTING
LOCATION
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 NATIONAL BUILDING CODE OF
THE PHILIPPINES AND NSCP 2015
B. CONCRETE & REINFORCEMENT
600
12
16
20
600
10
650
ANCHORAGE
LENGTH
(mm)
BAR
DIAMETER
(mm)
Sh
Sh
D
4-Ø16 VERT. BARS
400
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.
400
400
H
2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEELS,
MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED FOR ENGINEERS
APPROVAL BEFORE FABRICATION.
(DOWEL)
(DOWEL)
WITHIN CENTER
HALF OF "H"
JT. REINF.
H (CLEAR HEIGHT OF COL.)
CONF. REINF. TIES LAT. TIES
350mm. MAX.
1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE
SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
JOINT REINF. D
COLUMN TIES AS
D JOINT REINF.
D
D
CONF. REINF.
CONF. REINF.PER SCHEDULE CONF. REINF.
CONF. REINF.
550
(DOWEL)
t/3 t/3
t
D/3
VARIES
600 (MIN.)
200
t
TABLE OF LAP SPLICE & ANCHORAGE LENGTH
STANDARD HOOK
STANDARD HOOK FOR TIES,
IN TENSION (mm)
STIRRUPS & HOOPS (mm)
90°
180°
90°
135°
180°
DOWEL
D/3
250
VERIFY ARCHITECTURAL
A. GENERAL
400
250
t OR 1/4 D
400
400
400
(DOWEL)
400
(DOWEL)
CONSTRUCTION NOTES
400
in.
DOWEL
dm
250
10
3
2
3200
3
2
1
C-3
A
1
S-2
CF-1
CF-2
C-2
C-1
M
SCALE
1:100
RB-3
RB-1
RB-1
CF-1
C-1
C-1
C
M
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
3
2
1
3200
SCALE
GB-1
GB-1
STC-1
A
WF-1
GB-1
GB-1
STC-1
F-1
SCALE
FOOTING PLAN
GROUND FLOOR BEAM SCHEDULE
SECOND FLOOR BEAM SCHEDULE
THIRD FLOOR BEAM SCHEDULE
ROOF BEAM SCHEDULE
ROOF FRAMING
SCHEDULE OF FOOTING
1:100
5450
M
M
C
PREPARED:
DRAFTED:
SCALE
ENGINEERING ASSISTANT
ENGINEER II
S-1
3000
5025
2B-3
2B-2
S-1
S-2
2B-4
2B-2
1950
S-1
S-2
S-2
2B-4
B
10475
2B-1a
2B-1
S-1
2B-6
2B-3
2B-2
2700
S-1
S-2
M
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
DATE:
ENGINEER II
SUBMITTED:
JESSITO M. BAGUIO, JR.
REVIEWED:
1:100
2675
S-1
S-2
5450
2B-2
C
SECOND FLOOR BEAM SCHEDULE
AARON JAY F. FABELLA
3
S-2
3
2
1
KRISTOFFER JOSEPH S. SABILLO
100mm THK. SLAB
ON GRADE W/
10mmØ BARS @
300mm O.C. BOTH
WAYS
SCHEDULE OF GIRDERS
& BEAMS
ROOF FRAMING
SHEET CONTENTS:
6
S-2
5025
10475
B
1:100
F-1
WF-1
5450
3200
1200
A
2B-1
2B-1a
5025
GB-2
GROUND FLOOR BEAM SCHEDULE
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
3
2
1
2
S-2
PROJECT NAME AND LOCATION:
ROOF BEAM SCHEDULE
RB-3
RB-1
RB-1
5025
10475
B
1:100
5450
SB-1
SB-1
C
SCALE
5025
3B-3
S-1
S-2
3B-2
3B-4
3B-2
S-1
S-2
S-2
3B-4
B
10475
1:100
5450
3B-3
S-1
3B-2
S-2
3B-2
C
M
OIC - ASSISTANT DISTRICT ENGINEER
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
2
S
5
SET NO.
18
10
SHEET NO.
THIRD FLOOR BEAM SCHEDULE
S-1
JENNIFER F. ALMANZOR
RECOMMENDED:
4
S-2
3
2
1
A
3B-1
B
2B-4
2B-4
10475
2B-5
5450
FOOTING PLAN
SCALE
5025
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
5
S-2
3200
2B-4
2B-4
C-1
RB-1
RB-2
1200
2B-1
2B-1a
A
TRUSS-1
3200
1200
C
TRUSS-1
3B-1
3B-1a
1
RB-1
RB-2
GB-2
3200
1200
RB-1
RB-2
GB-2
TRUSS-1
3B-1a
B
TRUSS-1
3B-4
3B-4
10475
TRUSS-1
A
TRUSS-1
3B-4
3B-1
3B-1a
1
S-3
t
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
PLAN
450
D
100
L
W
SCALE
L
SECTION
100mm THK.
GRAVEL BEDDING
FTG. STRAP BEAM
(SEE SCHEDULE)
FTG. TIE BEAM
(SEE SCHEDULE)
500
L
M
500
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
1:30
FOOTING DETAIL (STRAP BEAM)
NGL
450
75
C2
W
Z
2
S-3
b1
FTG. TIE BEAM
(SEE SCHEDULE)
500
SCHEDULE OF COLUMNS
SCHEDULE OF SLABS
FOOTING DETAIL (STRAP BEAM)
FOOTING DETAIL (COMBINED)
FOOTING DETAIL (ISOLATED)
TYPICAL MOMENT FRAME GIRDER DETAIL
WALL FOOTING DETAIL
SHEET CONTENTS:
450
400
b2
Z
BAR Y (TB)
BAR Y (BB)
NOTE:
PROVIDE CONCRETE SPACER 50mm Ø
x 75mm THK. @ EVERY 0.60 M. AND
CHAIR BAR 10mm Ø @ EVERY 1.2 M.
BAR Y
BAR X
100mm THK.
GRAVEL
BEDDING
D
SCALE
1:40
PREPARED:
DRAFTED:
ENGINEER II
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
KRISTOFFER JOSEPH S. SABILLO
M
FOOTING DETAIL (COMBINED)
PLAN
Y
SECTION
BAR X (BB)
BAR X (TB)
NGL
450
C3
t
100
D
2D
NAT. GRD. LN.
FIN.GRD. LN.
GRD. FIN. LN.
t
SCALE
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
DATE:
L3/5
L3/3
2D
1:40
1:75
L3
M
WEB BARS
400
100mm thick C.H.B.
M
OIC - ASSISTANT DISTRICT ENGINEER
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
100mm THK.
WELL-COMPACTED
GRAVEL FILL
10mmØ x 400mm
LONG DOWEL BARS
TO MATCH WITH
VERT. BARS
@350mm O.C. DOWEL
BARS
10mm Ø @ EVERY 3rd LAYER, C.H.B. HOR. BARS
10mm Ø @ EVERY 400mm O.C., VERT. BARS
JENNIFER F. ALMANZOR
RECOMMENDED:
M
L3/6
L3/3
2D
PLAN
10mm Ø @ EVERY 3rd LAYER, C.H.B. HOR. BARS
CHB WALL ON SLAB
FIN. GRD. LN.
100
WALL FOOTING DETAIL
SCALE
ENGINEER II
SUBMITTED:
5
S-3
100mm THK.
WELL-COMPACTED
GRAVEL FILL
10mm Ø x 650mm
LONG DOWEL
BARS TO MATCH
WITH VERT. BARS
@600mm O.C.
DOWEL BARS
10mm Ø @ EVERY 400mm O.C., VERT. BARS
10mm Ø @ EVERY 3rd LAYER, C.H.B. HOR. BARS
10mm Ø @ EVERY 400mm O.C., VERT. BARS
CHB WALL ON FTB
400
L2/5
L2/3
2D
LAP SPLICES ARE ALLOWED
ONLY IN THIS PORTION
1:20
2 - 12MM Ø SIDE BARS BOTTOM BARS
TOP BARS
L2
SCALE
FOOTING DETAIL (ISOLATED)
100mm THK.
GRAVEL BEDDING
L
TYPICAL MOMENT FRAME GIRDER DETAIL
3
S-3
150mm thick C.H.B.
FTB
150
4
S-3
L2/5
L2/3
2D
L
SECTION
FTG. TIE BEAM
(SEE SCHEDULE)
JESSITO M. BAGUIO, JR.
REVIEWED:
L1
100
D
300
200
850
NGL
100
150
C1
250
100
W
3
S
5
SET NO.
18
11
SHEET NO.
DOUBLE ANGLE
SINGLE ANGLE
SINGLE ANGLE
DOUBLE ANGLE
2"X2"X81"
2"X2"X81"
2"X2"X81"
2"X2"X81"
BOTTOM CHORD
VERTICAL
DIAGONAL
VERTICAL
BC
V1
D1
V2
BIGGER SIZE
OF WASHER
SCALE
PURLIN
J-SHAPED BOLT
NEOPRENE GASKET
CYCLONIC WASHER
NUT
1:20
SCALE:
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
M
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
1 : 40
2
S-4
SCHEDULE OF TRUSS MEMBERS
TRUSS DETAIL
CONNECTION OF G.I. SHEET ROOFING TO PURLIN
TRUSS-PURLIN-ROOF CONN. DETAIL
TRUSS TO BEAM/ COLUMN CONN. DETAIL
SHEET CONTENTS:
PC 1 : PURLIN
CONNECTOR
10mmØ SAG ROD W/
STANDARD NUT &
WASHER ( STAGGERED )
M
SCHEDULE OF TRUSS MEMBERS
CONNECTION OF G.I. SHEET ROOFING TO PURLIN
1
S-4
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
S-4
3
DOUBLE ANGLE
2"X2"X81"
TOP CHORD
TC
UNLESS OTHERWISE INDICATED, ALL GUSSET PLATES SHALL BE 6mm THICK MS
PLATE. ALL PURLINS (P1) SHALL BE 100X50X12X2.0mm.
CONFIGURATION
SECTION
POSITION
MARK
V1 D1 V1
SCALE :
PREPARED:
DRAFTED:
ENGINEER II
KRISTOFFER JOSEPH S. SABILLO
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
1:40
DATE:
1000
D1
50
400
50
50
BOTTOM CHORD
50
DETAIL ELEVATION
50
200
DETAIL PLAN
200mm X 400mm X 16mm THK.
BASE PLATE
SUPPORT
V2
RB
4-20mmØ x 300mm
LONG ANCHOR
BOLTS/ CHEM. BOLT
ON EXISTING BEAM
& COLUMN
6mm THK
GUSSET PLATE
4-20mm Ø x 300mm
ANCHOR BOLT
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
SCALE:
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
1:75
4
S
5
SET NO.
M
TRUSS TO BEAM / COLUMN CONN. DETAIL
REIMART REGIN P. BAUTISTA
DATE:
RB
25 mm THK.
LEVELLING GROUT
OIC - PLANNING AND DESIGN SECTION
S-4
4
50
BOTTOM CHORD
M
200mm X 400mm X 6mm THK.
BASE PLATE
1:20
ENGINEER II
SUBMITTED:
SCALE
V1
2"X2"X1/8"
SINGLE ANGLE
VERTICAL AND
DIAGONAL BARS
TRUSS DETAIL
1000
D1
JESSITO M. BAGUIO, JR.
REVIEWED:
M
TRUSS-PURLIN-ROOF CONN. DETAIL
BC
TRUSS-1
1000
D1
2
S-4
PC 1 : PURLIN CONNECTOR BENT PLATE - 4mm x 100 x 100 (LEG) x
50mm (LEG) WITH 4-12mm Ø A-307 BOLTS WITH STD. NUTS AND
WASHERS
TOP CHORD
V1
2"X2"X1/8"
DOUBLE ANGLE
BOTTOM CHORD
1300
LC - 100 x 50 x 12 x 1.50mm
PURLINS @ 600mm O.C.
J-BOLT
SUPPORT
700
D1
V1
50
50
TC
2"X2"X1/8"
DOUBLE ANGLE
VERTICAL BAR
50
50
2"X2"X1/8"
DOUBLE ANGLE
TOP CHORD
200
800
1250
18
12
SHEET NO.
1800
1200
3000
CARMONA, CAVITE
600
SF LEVEL
Ø12mm @ 200 O.C.
1-Ø12mm NOSING BAR
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
Ø10mm @ 250 O.C. TEMP. BARS
+0.000m N.G.L.
+0.200m GF LVL
+3.400m 2F LVL
3000
1:30
+3.400m SF LVL
M
STB-1
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
SCALE
SCHEDULE OF TRUSS MEMBERS
TRUSS DETAIL
CONNECTION OF G.I. SHEET ROOFING TO PURLIN
TRUSS-PURLIN-ROOF CONN. DETAIL
TRUSS TO BEAM/ COLUMN CONN. DETAIL
SHEET CONTENTS:
GF LEVEL
1:40
1400
2000
3400
+0.000m N.G.L.
M
+0.200m GF LVL
3300
SCALE
t = 100mm THK.
PREPARED:
ENGINEER II
KRISTOFFER JOSEPH S. SABILLO
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
Ø10mm @ 250 O.C. TEMP. BARS
DRAFTED:
Ø12mm @ 200 O.C.
250
t = 100mm THK.
SCALE
1:20
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
Ø10mm @ 250 O.C. TEMP. BARS
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
DATE:
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
M
NGL
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
10mmØ TEMPERATURE BARS @ 250mm O.C. EACH WAY
100mm THK WELL-TAMPERED GRAVEL, TYPICAL
DETAIL SECTION OF RAMP
SUBMITTED:
6
S-4
FFL
Ø12mm @ 200 O.C.
250
Ø10mm @ 250 O.C. TEMP. BARS
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
2F LEVEL
ENGINEER II
100
LANDING
1300
2800
1-Ø12mm NOSING BAR
200
JESSITO M. BAGUIO, JR.
REVIEWED:
200
Ø10mm @ 250 O.C. TEMP. BARS
TF LEVEL
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
STC-1
STB-1
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
STAIR REINF. DETAIL (GF TO SF)
Ø12mm @ 200 O.C. TRANSVERSE BARS
Ø12mm @ 200 O.C. LONGITUDINAL BARS
1-Ø12mm NOSING BAR
1
A-7
600
250
Ø12mm @ 200 O.C.
1-Ø12mm NOSING BAR
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
Ø10mm @ 250 O.C. TEMP. BARS
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
+6.400m TF LVL
t = 100mm THK.
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
STAIR REINF. DETAIL (SF TO TF)
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
1
A-7
Ø12mm @ 200 O.C. TRANSVERSE BARS
Ø12mm @ 200 O.C. LONGITUDINAL BARS
STC-1
STB-1
2200
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
3550
200
LANDING
1350
200
1200
2000
PROJECT NAME AND LOCATION:
250
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
t = 100mm THK.
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
1250
3200
Ø12mm @ 200 O.C. TOP & BOTTOM BARS
2600
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
+3.400m SF LVL
STB-1
LANDING
1350
200
+6.400m TF LVL
200
1800
1200
200
+3.400m 2F LVL
200
5
S
5
SET NO.
18
13
SHEET NO.
1
P-1
SCALE
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
LAV
1:75
3800
M
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
DAYCARE
CENTER
3
2
PLUMBING NOTES
PLUMBING LEGENDS
WATERLINE LAYOUT (GROUND FLOOR)
WATERLINE LAYOUT (SECOND FLOOR)
WATERLINE LAYOUT (THIRD FLOOR)
WATERLINE LAYOUT (ISOMETRIC DIAGRAM)
SHEET CONTENTS:
FROM MAIN WATER LINE
(VERIFY CONNECTION)
1
UP
2
P-1
PREPARED:
DRAFTED:
3075
POLYVINYL CHLORIDE DOWNSPOUT
PVCDS
GV
POLYVINYL CHLORIDE VENT PIPE (SERIES 600)
10475
2675
OFFICE
5450
ENGINEER II
CLAUDINE N. CAPALOS
ENGINEERING ASSISTANT
1:75
AARON JAY F. FABELLA
SCALE
M
10
C
47
5
25
C
V
LA
DATE:
DATE:
REIMART REGIN P. BAUTISTA
A
T1
WC
OIC - PLANNING AND DESIGN SECTION
SUBMITTED:
3
2
1
UP
3075
GV
5450
SESSION HALL
5450
1:50
OIC - ASSISTANT DISTRICT ENGINEER
DATE:
M
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
1:75
WATERLINE LAYOUT
SCALE
(THIRD FLOOR)
1950
WC
B
JENNIFER F. ALMANZOR
LAV
TOILET 3
DN
SCALE
(WATER LINE LAYOUT)
INE
R L N)
TE CTIO
A
W
IN NNE
MA CO
OM FY
F R VER I
(
C
4400
1
P
3
SET NO.
M
ISOMETRIC DIAGRAM
E
AR R
YC TE
D A CEN
3
P-1
5025
4
P-1
STORAGE
V
LA
WC
RECOMMENDED:
C
V
LA
00
38
CW
L
CW
L
U
W
ILFEA
TO
25
mm
ØP
PR
CC
E/ WL
A C EA
SPG AR
N
E IN
OP AIT
W
18
PP
RC
PP
RC
ENGINEER II
2775
OFFICE
3
B
25
mm
Ø
25
mm
Ø
JESSITO M. BAGUIO, JR.
REVIEWED:
50
48
2
WATERLINE LAYOUT
LAV
1
B
A
(SECOND FLOOR)
WC
1950
DN
LOBBY
5025
POLYVINYL CHLORIDE DRAIN PIPE (SERIES 1000)
PVCDP
PVCVP
25 mmØ PPRC CWL
WATERLINE LAYOUT
FAU
TOILET 1
(GROUND FLOOR)
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
UP
OPEN SPACE/
WAITING AREA
WC
1825
10475
POLYVINYL CHLORIDE SOIL STACK (SERIES 1000)
PVCSS
A
POLYVINYL CHLORIDE SOIL PIPE (SERIES 1000)
PVCSP
C
POLYPROPYLENE RANDOM COPOLYMER DOWNFEED, TYPE 3, PN 16
PPRC CWD
CB
POLYPROPYLENE RANDOM COPOLYMER COLD WATER LINE, TYPE 3, PN 16
CATCH BASIN
F
PPRC CWL
FAUCET
URI
DOWN SPOUT
URINAL
LAV
DS
FLOOR DRAIN
LAVATORY
FD
WATER CLOSET
WC
25 mmØ PPRC CWL
3
2
1
4850
B
ALL PLUMBING WORKS SHALL BE DONE BY A LICENSED MASTER PLUMBER
AND A LICENSED PLUMBING CONTRACTOR.
9.
A
NO SEPTIC VAULT MUST BE CONSTRUCTED UNDER THE BUILDING.
8.
PIPE CLEAN-OUTS
PIPE CLEAN-OUTS ARE REQUIRED UNDER THE FOLLOWING CONDITIONS:
a. EVERY CHANGE IN HORIZONTAL DIRECTIONS EXCEEDING TWENTY-TWO
AND ONE-HALF DEGREES (22 1/2°).
b. ONE AND ONE-HALF METERS (1.50 m) INSIDE THE PROPERTY LINE BEFORE
THE HOUSE DRAINAGE CONNECTION.
c. EVERY FIFTEEN METERS (15.00 m) IN HORIZONTAL RUN OF PIPES.
d. AT THE END OF ANY HORIZONTAL PIPE LINES.
5.
THE DIGESTION CHAMBER OF SEPTIC VAULT MUST BE WATERPROOFED.
SLEEVES
PROVIDE PIPE SLEEVES AT WALLS, COLUMNS OR SLABS ONE SIZE BIGGER
THAN THE ACTUAL SIZE PASSING THROUGH THE WALLS, COLUMNS OR UNDER
SLAB TO PROTECT PIPE FROM BREAKAGE.
4.
NOT LESS THAN 300 mm OF AIR SPACE MUST BE LEFT BETWEEN THE TOP OF
THE SEWAGE AND THE UNDER PART OF THE VAULT ROOF SLAB.
PROHIBITED FITTINGS
NO DOUBLE HUB OR TEE BRANCH SHALL BE USED ON HORIZONTAL WASTE
LINES. THE DRILLINGS AND TAPPINGS OF HOUSE DRAIN, WASTE OR VENT
PIPES AND USE OF SADDLE HUB AND BEND ARE PROHIBITED.
3.
6.
CHANGE IN DIRECTION ALL CHANGE IN DIRECTION SHALL BE
MADE BY APPROPRIATE USE OF FORTY FIVE DEGREES (45°)
WYES, LONGS WEEP QUARTER BEND, SIX-EIGHT OR SIXTEENTH
BENDS. WHEN THE CHANGE OF FLOW IS FROM HORIZONTAL
TO VERTICAL, 1/8 BEND COMBINATION MAYBE USED ON
VERTICAL STACKS AND SHORT QUARTER BENDS MAYBE USED
ON WASTE LINE. TEE AND CROSSES MAYBE USED IN VENT PIPES.
2.
4400
7.
GRADES OF HORIZONTAL PIPING
RUN ALL HORIZONTAL PIPINGS IN PERFECT ALIGNMENT AND AT A FORM GRADE
OF NOT LESS THAN TWO PERCENT (2%).
1.
3000
1400
1450
1750
CLEAN-OUT
4400
CO
1400
3000
00
44
1200
17
50
14
PLUMBING LEGEND:
3001
1400
12
00
50
PLUMBING NOTES:
25 mmØ PPRC CWL
18
14
SHEET NO.
4400
1
P-2
UP
4
P-3
FD
LAV
TOILET 1
DAYCARE
CENTER
100 mm Ø PVCSP
A
SCALE
1:100
SLOPE
A
1:75
M
5450
M
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
STORM DRAIN LAYOUT
5025
PRE-PAINTED METAL SHEET
RIB-TYPE, LONG SPAN
SCALE
SEPTIC
TANK
OUTLET TO
NEAREST
SEWER LINE
A
3
2
1
1
O
E
T
ET ST
TL RE LIN
OUNEA ER
W
SE
SANITARY LINE LAYOUT (GROUND FLOOR)
SANITARY LINE LAYOUT (SECOND FLOOR)
SANITARY LINE LAYOUT (THIRD FLOOR)
STORM DRAIN LAYOUT
STORM DRAIN LAYOUT (ISOMETRIC DIAGRAM)
SANITARY LINE LAYOUT (ISOMETRIC DIAGRAM)
SHEET CONTENTS:
A
(VERIFY
LOCATION)
SANITARY LINE LAYOUT
50 mm Ø PVCVP
WC
(GROUND FLOOR)
OPEN SPACE/
WAITING AREA
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
A
A
PRE-PAINTED
END FLASHING
A
100 mm Ø PVCDS
PRE-PAINTED
GUTTER
3
2
1
3800
CB
1
m
2
Ø
3
B
S
CO WC
FD
LAV
10475
B
UP
5450
2775
OFFICE
C
M
4400
C
SCALE
CLAUDINE N. CAPALOS
ENGINEERING ASSISTANT
ENGINEER II
A
50
48
DATE:
DATE:
REIMART REGIN P. BAUTISTA
3
OIC - PLANNING AND DESIGN SECTION
2
B
UP
FD
(THIRD FLOOR)
1950
1:75
5450
SESSION HALL
5450
C
M
P
I
TO
WC
CS
m
WC
CO D
F
FD
6
P-3
C
V
LA
FD
mm
Ø
E
AR R
YC TE
DACEN
P
CV
PV
E
(V CAT
LO
IC
PT K
SE TAN RIFYION)
TO
ET ST E
TL RE LIN
OUNEA ER
W
SE
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
SCALE
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
1:75
(SANITARY LINE LAYOUT)
WC
50
M
ISOMETRIC DIAGRAM
V
LA
00
38
1
CO
V
LA
VT
R
PV
CS
P
T
LE
Ø
SCALE
2
P
3
SET NO.
4400
SANITARY LINE LAYOUT
0m
PV
10
Ø
TOILETWC3
LAV
E/
AC EA
SP AR
EN ING
OP AIT
W
25
18
m
CO
DN
B
50 mm Ø PVCVP
RECOMMENDED:
5
47
10
0m
10
VT
3
P-2
3075
R
5025
STORAGE
ENGINEER II
SUBMITTED:
M
1
3
2
1
A
JESSITO M. BAGUIO, JR.
REVIEWED:
1:75
ISOMETRIC DIAGRAM
E
AR R
YC TE
DACEN
CB
TO
ET ST E
TL RE LIN
OUNEA ER
W
SE
S
CD
PV
1:75
(STORM DRAIN LAYOUT)
Ø
AARON JAY F. FABELLA
5
P-3
m
0m
10
00
38
T1
ILE
TO
SCALE
SANITARY LINE LAYOUT
E/
AC EA
SP AR
EN ING
OP AIT
W
5
2675
OFFICE
(SECOND FLOOR)
1950
50 mm Ø PVCVP
2
18
PREPARED:
DRAFTED:
75
4
10
DN
LOBBY
5025
2
P-2
3075
CD
PV
UP
0
5
48
m
00
A
1400
3000
1825
5000
1450
1750
1200
3000
1400
50
14
4850
0
44
0
C
00
12
50
17
650
3001
1400
50
14
B
44
00
10475
50
A
00
12
17
100 mm Ø PVCSP
4400
100 mm Ø PVCSP
18
15
SHEET NO.
1500
150
INLET
150 MM Ø PVCSP
CO
600
MH
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
OUTLET
TO NEAREST
SEWER LINE
(VERIFY)
150
962
CO
LEACHING CHAMBER
(TYPICAL)
600
1
P-3
MH
600
CO
3000
2% SLOPE
CO
1000
150
150
CO
SHORT DIRECTION
LONG DIRECTION
16 MM Ø BARS @ 190 MM ON CENTERS
SCALE
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
1:150
M
DETAIL OF SEPTIC VAULT
SITE DEVELOPMENT PLAN (PLUMBING)
SHEET CONTENTS:
(with REINFORCING BARS)
150
150
150 MM Ø PVCSP
W/ 2% SLOPE
FIN. GRADE LINE
PREPARED:
DRAFTED:
16 MM Ø LONGITUDINAL
BARS AT 269 MM O.C.
16 MM Ø EXTRA BARS
AT +/- 600 MM O.C.
16 MM Ø HOR. BARS
@ 250 MM O.C. &
16 MM Ø VERT. BARS
@ +/- 300 MM O.C. (TYP.)
INLET
150 MM THK. R. C. WALL WITH
16 MM Ø HOR. BARS AT 250 MM
O.C. AND 16 MM Ø VERT. BARS
AT +/-300 MM O.C. (TYPICAL)
100 MM THK. COMPACTED
GRAVEL FILL
16 MM Ø BARS @ 190 MM O. C.
TEMPERATURE BARS
TOP SLAB
OUTLET
TO NEAREST
SEWER LINE
(VERIFY)
DETAIL OF SEPTIC VAULT
16 MM Ø BARS @ 225 MM ON CENTERS
16 MM Ø BARS @ 195 MM O. C. BENT-UP 2 OUT
OF 3 @ L/4 FROM FACE OF SUPPORT
CO
DETAIL SECTION
1500
1200
HEAVY DUTY BRASS CO
COVER (TYPICAL)
150
MH
600
400
DIGESTION CHAMBER
150 MM THK. BOTTOM
SLAB (TYPICAL)
1000
788
LEACHING
CHAMBER
MH
600
SCHEDULE OF TOP SLAB REINFORCEMENT
DETAIL SECTION
1550
℄
1300
16 MM Ø BARS AT 259 MM O.C.
CUT-OFF ALTERNATE @ 462 MM
FROM FACE OF SUPPORT
DIGESTION CHAMBER
PROJECT NAME AND LOCATION:
S-2
S-1
MARK
16 MM Ø LONGITUDINAL BARS
AT 269 MM O.C.
16 MM Ø BARS AT 259 MM O.C.
CUT-OFF ALTERNATE @ 462 MM
FROM FACE OF SUPPORT
16 MM Ø EXTRA
BARS AT +/- 600
MM O.C.
FINISH GRADE LINE
150 MM Ø PVCSP
W/ 2% SLOPE (INLET)
DETAIL PLAN (TOP SLAB)
INLET
CO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
150 MM Ø PVCSP
CO
CO
1000
1200
CO
S-2
1300
150
MH
300
400
MH
350
150 MM Ø PVCSP
300
400
300
1-16 MM Ø BAR (TYP.)
150
FIN. GRADE LINE
450
S-1
150
150
1000
ENGINEER II
CLAUDINE N. CAPALOS
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
EX
150
E
(V
Y
IF
R
(PLUMBING)
L
SCALE
REIMART REGIN P. BAUTISTA
OIC - PLANNING AND DESIGN SECTION
DATE:
ENGINEER II
DATE:
LO
M
IO
AT
C
ER
)
N
E
R
AL
TI
EN
D
I
S
M
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
1:75
SITE DEVELOPMENT PLAN
SUBMITTED:
2
P-3
A
JESSITO M. BAGUIO, JR.
REVIEWED:
R
AN
3000
N
TI
IS
EX
IS
G
H
AY
ET
G
W
BU
BA
G
IN
D
M
D
M
TE
R
IN
D
IL
1550
O
PR
PO
SE
R
U
I-P
LT
U
PO
SE
TI
N
IL
BU
G
AD
1-16 MM Ø EXTRA DIAGONAL BAR
TYPICAL AT EVERY MH CORNERS
R
BA
O
R
AY
G
E
LI
N
150
G
AN
AL
O
PR
TY
PE
R
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
3
P
3
SET NO.
18
16
SHEET NO.
THREE - WAY SWITCH
S3Wa
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
INDOOR UNIT FOR SPLIT TYPE ACU (WALL MOUNTED)
OUTDOOR UNIT FOR SPLIT TYPE ACU (WALL MOUNTED)
AC DISCONNECT BOX
GROUNDING SYSTEM
ELECTRIC SERVICE ENTRANCE
ELECTRIC SERVICE METER
CIRCUIT BREAKER
LIGHTING AND POWER PANEL BOARD, SURFACE MOUNTED
CIRCUIT HOMERUN
CONCEALED OR EMEBEDDED CONDUIT RUN
EMERGENCY LIGHTING OUTLET, GROUNDING TYPE, 15AMP, 240VAC
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
M
LPP
1
THREE SINGLE POLE (TRIPLEX) WALL SWITCH IN ONE SWITCH PLATE
Sabc
EL
TWO SINGLE POLE (DUPLEX) WALL SWITCH IN ONE SWITCH PLATE
Sab
DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE, 15AMP, 240VAC
SINGLE POLE WALL SWITCH IN ONE SWITCH PLATE
S
AUTOMATIC EMERGENCY LIGHTING UNIT
RECESSED DOWNLIGHT WITH 18W COMPACT FLOURESCENT LAMP
DOWNLIGHT WITH 18W COMPACT FLOURESCENT LAMP, SURFACE MOUNTED
LED PANEL LIGHT, 600mm x 600mm, 40W, 230VAC, RECESSED
ELECTRICAL LEGENDS AND SYMBOLS:
11. ALL ELECTRICAL WORKS SHALL BE DONE UNDER THE DIRECT AND IMMEDIATE SUPERVISION OF A DULY REGISTERED
ELECTRICAL ENGINEER.
ALL MOUNTING HEIGHTS SHALL BE CONFIRMED WITH THE ENGINEER PRIOR TO INSTALLATION.
a) WALL SWITCHES @ 1300mm
b) WALL CONVENIENCE OUTLETS @ 300mm
c) PANEL BOARD @ 1400mm (CENTER TO FLOOR)
10. ALL WALL OUTLETS SHALL BE INSTALLED AT THE FOLLOWING HEIGHTS ABOVE THE FINISHED FLOOR LEVEL UNLESS NOTED IN
THE PLAN.
9. STANDARD TYPE OF ACCESSORIES, SPLICING DEVICES, TERMINATIONS AND OTHER APPURTENANCES FOR THE ENTIRE
ELECTRICAL INSTALLATION SHALL BE USED.
8. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND OF THE APPROVED TYPE FOR LOCATION AND PURPOSE.
7. ALL NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE PROPERLY GROUNDED IN ACCORDANCE
WITH THE PROVISIONS OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE.
6. WHEREVER REQUIRED AND NECESSARY, JUNCTION BOXES SHALL BE INSTALLED AT CONVENIENT AND INCONSPICUOUS
LOCATION, ALTHOUGH SUCH BOXES ARE NOT SHOWN ON THE PLAN NOR MENTIONED IN THE SPECIFICATIONS.
5. ALL LIGHTING CIRCUIT HOMERUNS AND CONVENIENCE OUTLETS SHALL BE WIRED WITH NOT LESS THAN 3.5 mm²IN SIZE.
4. UNLESS OTHERWISE SPECIFIED, THE MINIMUM SIZES OF WIRE AND GALVANIZED RIGID STEEL CONDUIT TO BE USED SHALL BE
3.5mm²,THHN AND 20mmNOMINAL DIAMETER, RESPECTIVELY. LIKEWISE ALL ELECTRICAL WIRES SHALL BE COLOR-CODED.
3. THE CONTRACTOR SHALL VERIFY AND ORIENT THE ACTUAL LOCATION OF SERVICE ENTRANCE FOR CONNECTION TO THE
POWER COMPANY SERVICE POINT.
2. THE TYPE OF SERVICE POWER SUPPLY TO BE USED SHALL BE SINGLE-PHASE, 2-WIRE, 230V, 60 HERTZ, A.C
1. ALL ELECTRICAL WORKS SHALL BE DONE IN ACCORDANCE WITH THE PROVISION OF THE LATEST EDITION OF THE PHILIPPINE
ELECTRICAL CODE, EXISTING APPLICABLE ORDINANCES, RULES AND REGULATIONS OF THE LOCAL GOVERNMENT AND WITH
THE REQUIREMENTS OF THE LOCAL POWER COMPANY.
SCALE
S3Wp
A
SCALE
S3Wg
A
UP
e
e
e
WAITING AREA
c
d Sd
1825
1:100
Se
1
LPP
OPEN SPACE/
4850
B
10475
Sabc
a
b
DAYCARE
CENTER
3800
a
b
C
3
2
1
M
UP
g
DN
1950
3075
g
2675
h
OFFICE
Sh
5450
g
2775
1
LPP
i
OFFICE
Si
C
SCALE
m
Sm
3075
STO
p
5025
n
Sn
1950
p
DN
S3Wp
1:100
B
Skl
k
k
5450
l
SESSION HALL
5450
l
6
LPP
C
THIRD FLOOR
POWER LAYOUT
PREPARED:
DRAFTED:
ENGINEER II
BRYAN JOSEPH J. VILLANUEVA
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
M
M
3
2
1
6
E-1
3
2
UP
A
UP
3075
1950
DN
LOBBY
5025
2
LPP
SCALE
3075
STO
REIMART REGIN P. BAUTISTA
OIC - PLANNING AND DESIGN SECTION
DATE:
1:100
1825
EL
DAYCARE
CENTER
2
LPP
3800
C
1:100
EL
B
10475
2675
OFFICE
5450
2775
OFFICE
C
M
EL
5025
1950
DN
1:100
B
5450
EL
SESSION HALL
7
LPP
5450
C
M
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
DATE:
M
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
THIRD FLOOR POWER LAYOUT
A
ENGINEER II
DATE:
WAITING AREA
OPEN SPACE/
4850
B
10475
SECOND FLOOR POWER LAYOUT
SCALE
SCALE
A
GROUND FLOOR POWER LAYOUT
1
SUBMITTED:
5
E-1
4
E-1
3
2
1
4400
JESSITO M. BAGUIO, JR.
REVIEWED:
THIRD FLOOR LIGHTING LAYOUT
A
1:100
j
g
S3Wg
g
Sj
g
LOBBY
5025
10475
B
GROUND FLOOR LIGHTING LAYOUT
GENERAL NOTES AND SPECIFICATIONS
ELECTRICAL LEGENDS AND SYMBOLS
GROUND FLOOR LIGHTING LAYOUT
SECOND FLOOR LIGHTING LAYOUT
THIRD FLOOR LIGHTING LAYOUT
GROUND FLOOR POWER LAYOUT
SECOND FLOOR POWER LAYOUT
SHEET CONTENTS:
3
2
4400
SECOND FLOOR LIGHTING LAYOUT
3
2
3
E-1
2
E-1
TO ALL LIGHTING
FIXTURE "p" AT
THIRD FLOOR
1
1
E-1
TO ALL LIGHTING
FIXTURE "g" AT
SECOND FLOOR
1
1450
1750
1200
1450
1750
1200
GENERAL NOTES AND SPECIFICATIONS:
3000
3001
3000
1400
3001
1400
1400
1400
4400
4400
4400
4400
LPP
1
E
2
SET NO.
18
15
SHEET NO.
1:100
3
LPP
DAYCARE
CENTER
3800
UP
3075
1950
DN
LOBBY
5025
B
OFFICE
2675
4
LPP
1.0 HP ACU
10475
5450
2775
1.0 HP ACU
5
LPP
OFFICE
C
3075
STO
5025
1950
DN
B
1:100
5450
8
LPP
SESSION HALL
5450
M
C
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
1:100
M
M
ACU OUTLET, 1.5 HP
ACU OUTLET, 1.0 HP
ACU OUTLET, 1.0 HP
LIGHTING OUTLET @ 3F
3
4
5
6
SPARE
9
10
T
230
1500
6.52
6.52
12.00
7.04
1.41
8.00
8.00
10.00
6.26
3.04
CURRENT
T
TOTAL CONNECTED LOAD @80% DF:
I = [(15825/230) x 0.80] + (0.25 x 12.0)
I = 37.4 A
230
230
230
230
230
230
1500
2760
1620
325
1840
1840
230
230
2300
230
700
VOLTS
1440
VA
GROUND FLOOR ACU LAYOUT
SECOND FLOOR ACU LAYOUT
THIRD FLOOR ACU LAYOUT
SINGLE LINE DIAGRAM
ELECTRICAL RISER DIAGRAM
SITE DEVELOPMENT PLAN (ELECTRICAL)
SHEET CONTENTS:
TOTAL CONNECTED LOAD IN VA: 15825 VA
ACU OUTLET, 2.0 HP
SPARE
8
CONVENIENCE OUTLET @ 3F
CONVENIENCE OUTLET @ GF & 2F
7
LIGHTING OUTLET @ GF & 2F
1
2
LOAD DESCRIPTION
PANEL NO.: LPP (LIGHTING AND POWER PANEL)
ENCLOSURE: NEMA 1
LOCATION : SECOND FLOOR
SCHEDULE OF LOADS
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
THIRD FLOOR ACU LAYOUT
SCALE
A
SCALE
SECOND FLOOR ACU LAYOUT
A
SCALE
GROUND FLOOR ACU LAYOUT
UP
OPEN SPACE/
WAITING AREA
1825
2.0 HP ACU
3
E-2
3
2
1
2
E-2
3
2
1
1
E-2
3
2
1
1450
1750
1200
3000
1400
4850
4400
4400
4400
3001
1400
20
20
30
20
20
20
20
30
20
20
AT
2
2
2
2
2
2
2
2
2
2
POLE
20 MM Ø
2 - 3.5 MM² THHN +
1 - 3.5 MM² THHN (G)
N
20 MM Ø
2 - 3.5 MM² THHN +
1 - 3.5 MM² THHN (G)
-
PREPARED:
DRAFTED:
AN
R
BA
4
E-2
ENGINEERING ASSISTANT
ENGINEER II
L
AL
H
AARON JAY F. FABELLA
G
IN
D
IL
BU
TI
IS
EX
G
AY
G
BRYAN JOSEPH J. VILLANUEVA
G
N
TI
IS
EX
USE: 75AT / 100AF, 2P, 230V MCCB
-
-
20 MM Ø
2 - 5.5 MM² THHN + 1 3.5MM² THHN (G)
-
20 MM Ø
2 - 3.5 MM² THHN +
1 - 3.5 MM² THHN (G)
20 MM Ø
20 MM Ø
2 - 5.5 MM² THHN + 1 3.5MM² THHN (G)
2 - 3.5 MM² THHN
20 MM Ø
20 MM Ø
2 - 3.5 MM² THHN
PVC PIPE
CONDUIT
2 - 3.5 MM² THHN +
1 - 3.5 MM² THHN (G)
CONDUCTORS
USE: 2 - 22.0 MM² THHN COPPER WIRE +
1 - 8.0 MM² THHN COPPER WIRE (G) IN 32MMØ RSC PIPE
50
50
50
50
50
50
50
50
50
50
AF
E
SCHEDULE OF LOADS AND COMPUTATIONS
N
LI
10475
R
C
PE
B
O
A
PR
20AT, 2P
LPP
GROUND
20AT, 2P
20AT, 2P
30AT, 2P
20AT, 2P
20AT, 2P
75AT, 2P
10
9
8
7
6
SPARE
SPARE
PO
R
U
SE
D
IL
BU
G
IN
R
BA
ACU OUTLET, 2.0 HP
CONVENIENCE OUTLET @ 3F
LIGHTING OUTLET @ 3F
LIGHTING AND POWER PANEL
IN NEMA 1 ENCLOSURE
2- 22.0mm² THHN WIRE
IN 32mmØ RSC
AN
AY
G
R
DATE:
REIMART REGIN P. BAUTISTA
DATE:
OIC - PLANNING AND DESIGN SECTION
SUBMITTED:
M
AL
TI
E
IC
3100mm (MIN.) - 5500mm (MAX.)
M
ID
ES
EN
AR
EA
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
R
AL
TI
1-8.0mm² THHN WIRE IN 20mmØ CONDUIT
CLAMPED TO A 20mmØ X 2400mm COPPERCLAD
GROUNDING ELECTRODE
FIN. GRADE LINE
FIN. FLOOR LINE
75AT, 2PCB
OUTDOOR DISCONNECT
IN NEMA 3R ENCLOSURE
ELECTRIC SERVICE
METER
REINFORCED CONCRETE ELECTRIC
PEDESTAL 5.00m X 0.30m X 0.30m
SERVICE LATERAL PROVIDED WITH 32mmØ
CONDULETS FOR 230V, 2-WIRE,
60Hz, A.C. TO CONNECT TO AVAILABLE
POWER LINES.
LPP
DATE:
2- 22.0mm² THHN WIRE
IN 32mmØ RSC
LIGHTING AND POWER PANEL
IN NEMA 1 ENCLOSURE
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
ELECTRICAL RISER DIAGRAM
ST N)
PO IO
AL AT
C
O
TR L
EC IFY
EL ER
(V
EN
ENGINEER II
1:75
ID
ES
JESSITO M. BAGUIO, JR.
REVIEWED:
SCALE
R
AD
O
SITE DEVELOPMENT PLAN
-P
TI
L
U
M
(ELECTRICAL)
D
SE
PO
O
ACU OUTLET, 1.0 HP
PR
5
ACU OUTLET, 1.0 HP
20AT, 2P
30AT, 2P
20AT, 2P
20AT, 2P
M
SINGLE LINE DIAGRAM
4
3
2
LIGHTING OUTLET @ GF & 2F
CONVENIENCE OUTLET @ GF & 2F
ACU OUTLET, 1.5 HP
1
75 AT, 2PCB
OUTDOOR DISCONNECT
IN NEMA 3R ENCLOSURE
GROUND
1ɸ, 2-WIRE, 230 VAC, 60HZ
SERVICE ENTRANCE
300mm
1800mm
2- 22.0mm² THHN WIRE +
1- 8.0mm² THHN WIRE (G)
IN 32mmØ RSC
N
E
LI
TY
PR
O
PE
R
TY
1.5 HP ACU
2
E
2
SET NO.
18
16
SHEET NO.
90 50
30
90
60
50 50 50 25 50 25 50 25 50 25 50 25 50 25 50
40
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
3
F-1
OUR
ROAD TO PROGRESS
SCALE
1:20
50 x 50
WOODEN
STAKE
50 x 50
HORIZONTAL
COCO LUMBER
DISPLAY AREA
M
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
SCALE
1:10
4
F-1
DPWH STANDARD PROJECT BILLBOARD
SHEET CONTENTS:
50 x 50
WOODEN
STAKE
75 x 75
HORIZONTAL
COCO LUMBER
50 x 50
HORIZONTAL
COCO LUMBER
2440
1220
1:20
M
PREPARED:
DRAFTED:
ENGINEER I
SHERLIE S. SOQUIAT
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
FRONT ELEVATION
SCALE
M
DPWH STANDARD PROJECT BILLBOARD
SIDE ELEVATION
1020
1
F-1
2440
TEXT 2920 or call (02) 165-02 for any concern of this project
www.dpwh.gov.ph
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
CONTRACTOR
:
DATE STARTED
:
CONTRACT COMPLETION DATE:
COTRACT COST
:
CONSTRUCTION CONSULTANT :
IMPLEMENTING OFFICE
:
SOURCES OF FUND
:
50 x 50 WOODEN
STAKE
50 40 40 30 40 30 70
CONSTRUCTION OF (Name of Project and Location)
1220
1017
508
2
F-1
1220
1017
NO
DATE:
REIMART REGIN P. BAUTISTA
SUBMITTED:
F (N
am
e
RE
OG
RO
ADTO
PR
OU
R
SS
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
t
ojec
t an
dL
oca
tion
)
of P
r
jec
DE
TE PART
wwXT 29 MEN
w.d 20 T O
pw or F
h.g call PU
ov.p (0 BL
h 2) 1 IC W
65 O
-02 RK
for S A
an ND
yc H
on IGH
cern W
of AYS
this
pro
:
:
AT AC D
CONE CONT COM
IMP STRU TRAC PLETIO
:
SOULEMENCTIONT COS N
:
RCE TIN CON T
:
OF G OF SUL
FUN FIC TAN :
T:
D E
CO
N
CON ST
DAT TRAC RU
CTI
CONE STATOR
O
D TR RTE
1:10
OIC - PLANNING AND DESIGN SECTION
SCALE
ENGINEER II
DATE:
TRAFFIC DIRECTION
EDGE OF ROAD
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
M
DPWH STANDARD PROJECT BILLBOARD
BILLBOARD
JESSITO M. BAGUIO, JR.
REVIEWED:
508
45°
1
F
2
SET NO.
18
17
SHEET NO.
A
900
CARMONA, CAVITE
CAVITE 3rd DISTRICT
ENGINEERING OFFICE
REGION IV-A
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
2
1
5000
1200
600
SCALE
1: 50
FLOOR PLAN
900
W1
W1
M.
900
D1
LOCAL PROGRAM - LOCAL INFRASTRUCTURE
PROGRAM - BUILDINGS AND OTHER STRUCTURES MULTIPURPOSE/FACILITIES - CONSTRUCTION OF
MULTI-PURPOSE BUILDING, BARANGAY SAN
NICOLAS, BACOOR CITY, CAVITE
PROJECT NAME AND LOCATION:
F-2
1
1200
W1
W1
±6000
300
1
4"
THK. ORDINARY PLYWOOD WALL
DPWH STANDARD FIELD OFFICE
SHEET CONTENTS:
B
A
F-2
2
W1
D1
PREPARED:
DRAFTED:
SCALE
M.
ENGINEER I
SHERLIE S. SOQUIAT
ENGINEERING ASSISTANT
AARON JAY F. FABELLA
1: 50
FRONT ELEVATION
W1
1.2 x 1.2 WINDOW
B
3400
0.9 x 2.1 DOOR
DATE:
DATE:
M.
THK. ORDINARY PLYWOOD WALL
1: 50
SCALE
M.
1
B
OIC - ASSISTANT DISTRICT ENGINEER
JENNIFER F. ALMANZOR
RECOMMENDED:
1: 50
SIDE ELEVATION
1
4"
SCALE
ROOF PLAN
REIMART REGIN P. BAUTISTA
F-2
3
# 26 RIDGE ROLL
# 26 G.I. CORRUGATED ROOFING SHEET
OIC - PLANNING AND DESIGN SECTION
2
4
F-2
7200
6000
FLOOR LINE
ENGINEER II
SUBMITTED:
50
JESSITO M. BAGUIO, JR.
REVIEWED:
# 26 G.I. CORRUGATED ROOFING SHEET
# 26 RIDGE ROLL
2
1000
5000
1000
1
900
2500
PERSPECTIVE
1000
600
A
600
DATE:
DISTRICT ENGINEER
DONNIE D. CUNA
APPROVED:
7000
2
F
2
SET NO.
18
18
SHEET NO.