MATERIALS
NOTES ON REINFORCED CONCRETE SLAB
UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONCRETE CLASS AND STRENGTHEN
SHALL BE AS FOLLOWS:
A.
B.
C.
400
40
0
1. CONCRETE
D.
E.
MPa
PSI
AA
4000
27.60
20
COLUMNS, BEAMS
AA
4000
27.60
20
SLABS
AA
4000
27.60
20
G.
L1/4+ 120
400
FOOTINGS
F.
SEE NOTE C NOTES
ON CONCRETE
WALLS
WHERE:
D=DIAMETER OF
REINFORCING BAR
FIGURE
USED.
2. REINFORCING STEEL
A.
REINFORCING STEEL SHALL CONFORM TO ASSHTO M31 (ASTM A615), GRADE 40 FOR BARS 16mm
AND SMALLER (40,000psi), fy=275.80 Mpa, GRADE 60 FOR BARS 20mm AND LARGER (60,000psi),
fy=414 Mpa.
400
FIGURE 3
B.
L2
TYPICAL EXTERIOR SPAN
TYPICAL EXTERIOR SPAN
L3
CANTILEVER SPAN
WHERE D= DIAMETER OF REINFORCING
BARS USED
SCHEDULE OF MINIMUM SLAB REINFORCEMENT
L1/4 + 120
L2/4+ 120
L2/4 + 120
TABLE - 1
2/3 L3
THICKNESS
(mm)
MINIMUM TEMPERATURE BARS
100
10mm Ø @ 270mm O.C.
110
10mm Ø @ 240mm O.C.
130
10mm Ø @ 210mm O.C.
400
REINFORCEMENT
VERTICAL
SECTIONS
VERTICAL
100
10mm Ø @ 300mm O.C. 10mm Ø @ 300mm O.C.
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
SEE FIG. 1
130
10mm Ø @ 250mm O.C. 10mm Ø @ 250mm O.C.
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
SEE FIG. 1
150
12mm Ø @ 250mm O.C.
12mm Ø @ 300mm O.C.
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
SEE FIG. 1
180
12mm Ø @ 250mm O.C.
12mm Ø @ 100mm O.C.
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
SEE FIG. 1
200
10mm Ø @ 250mm O.C.
10mm Ø @ 300mm O.C.
BOTH FACES
SEE FIG. 2
230
10mm Ø @ 200mm O.C.
10mm Ø @ 250mm O.C.
BOTH FACES
SEE FIG. 2
250
12mm Ø @ 300mm O.C.
12mm Ø @ 350mm O.C.
BOTH FACES
SEE FIG. 2
280
12mm Ø @ 250mm O.C.
12mm Ø @ 300mm O.C.
BOTH FACES
SEE FIG. 2
300
12mm Ø @ 250mm O.C.
12mm Ø @ 280mm O.C.
BOTH FACES
SEE FIG. 2
L1/7
L1/7
L2/7
L3
CANTILEVER SPAN
WHERE D= DIAMETER OF REINFORCING
BARS USED
38mm
(MIN.)
CLEAR
12mm Ø @ 200mm O.C.
12mm Ø @ 250mm O.C.
BOTH FACES
SEE FIG. 2
400
16mm Ø @ 300mm O.C.
16mm Ø @ 350mm O.C.
BOTH FACES
SEE FIG. 2
B.
LENGTH OF BAR CUT-OFFS AND BAR CLEARANCES SHALL BE AS
SPECIFIED IN FIGURE 5.
C.
IF BEAM REINFORCING BARS ENDS IN A WALL THE CLEAR DISTANCE
FROM THE BAR TO THE FURTHER FACE OF THE WALL SHALL NOT BE
LESS THAN 5 BAR DIAMETERS. THE REINFORCING BARS SHALL
TERMINATE ON A STANDARD 90° HOOK, MINIMUM EMBEDMENT SHALL
BE 40 BAR DIAMETER FOR COMPRESSION BARS.
38mm
25mm Ø SEPARATOR
38mm
CLEAR
10mm Ø @ 170mm O.C.
A.
CONFINEMENT TIES SHALL BE PROVIDED ON THE COLUMNS AT BEAM COLUMN INTERSECTION AS SHOWN IN THE FIGURE 9 AND 10
UNLESS OTHERWISE SHOWN IN STRUCTURAL PLANS
B.
COLUMN TIES AND SPIRAL SHALL BE PROTECTED EVERYWHERE BY COVERING OF CONCRETE CAST MONOLITHICALLY WITH CORE OF
MINIMUM THICKNESS OF 38mm AND NOT LESS THAN 1 12 TIMES THE SIZE OF COURSE AGGREGATES.
C.
WHERE COLUMN CHANGES SIZE, VERTICAL REINFORCEMENT SHALL BE OFFSET OF A SLOPE OF NOT MORE THAN 51 WITH EXTRA TIES AT
100mm O.C. SHALL BE PROVIDED THROUGHOUT THE OFFSET REGION.
FIGURE 6
50mm
75mm TYPICAL
E.
MINIMUM CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS
SHOWN IN FIGURE 6.
F.
WHEN BEAM CROSSE A GIRDER, REST REST BEAM BARS ON TOP OF THE GIRDERS. AT COLUMN INTERSECTION, GIRDER
BARS SHALL BE ON TOP OF BARS.
C.
GENERALLY, NO SPLICE SHALL BE PERMITTED IN BEAMS A POINT WHERE CRITICAL BENDING STRESS OCCUR, SPLICE
WHERE SO PERMITTED SHALL BE SIXTY (60) BAR DIAMETER FOR PLAIN BARS AND FORTY (40) BAR DIAMETER FOR
DEFORMED BARS. NOT MORE THAN BARS AT ANY SECTION SHALL BE SPLICED THEREIN.
50mm
FIGURE 9
A.
C. UNLESS OTHERWISE NOTED IN THE PLAN, ALL OPENING WALL 250mm THK. OR THICKNESS SHALL BE REINFORCED AROUND
WITH 2 (TWO) - 20mm Ø BARS. FOR 230mm THICK WALL AND BELOW, USE 2-16mm Ø, FOR
130mm 10mm THICK WALL, USE 2-12mm Ø BARS.
ALL WALL OPENING SHALL HAVE VERTICAL REINFORCEMENT BENT TO U-FORM LIKE STIRRUPS AND SPACED ACCDG.
TO SCHEDULE (TABLE -1). ALL CONCRETE WORKS SHALL BE REINFORCED WITH BARS OF AREA AT LEAST EQUAL TO THAT
SPECIFIED IN THE LATEST EDITION OF ACI CODE.
HORIZONTAL
VERTICAL
76
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
100
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
150
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
200
12mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
REINFORCEMENT
B.
REMARKS
C.
1
A.
B.
C.
100mm O.C.
EXTRA TIES
50mm
75mm TYPICAL
(EXTERIOR
COLUMN)
FIGURE 10
(INTERIOR COLUMN)
GENERAL NOTES
SCHEDULE OF CONCRETE HOLLOW BLOCKS REINFORCEMENT
FIGURE 2
WALL
THICKNESS
(mm)
50mm
75mm TYPICAL
Y
IF THERE ARE TWO OR MORE LAYER OF REINFORCING BARS AT 900mm O.C IN NO CASE SHALL THERE BE LESS THAN TWO
SEPARATORS BETWEEN LAYER OR BARS.
Y
D.
75mm TYPICAL
B.
CARRY VERTICAL BARS AT LEAST 800mm ABOVE FLOOR LEVEL TO PROVIDE FOR
SPLICES. ELSEWHERE STOP AT 50mm BELOW THE TOP OF THE SLAB OR SOLID BOND
WHERE THE WALLS ENDS. HORIZONTAL AND VERTICAL BARS SHALL BE SPLICED BY
LAPPING A DISTANCE EQUAL TO 40 BAR DIAMETER AND WIRED SECURELY WITH NO. 16 G.I.
WIRE PROVIDED AT LEAST 1530mm ON CENTER.
Y= 61 STOREY HEIGHT
CR MAXIMUM COLUMN
DIMENSION WHENEVER
IS GREATER
100mm O.C. EXTRA TIES
TOP OF SLAB
REINFORCING BARS SHALL HAVE 40mm MINIMUM CLEAR DISTANCE FROM WALL FACE
EXCEPT FOR WALLS IN CONTACT WITH THE GROUND WHERE A MINIMUM OF 70mm SHALL
BE PROVIDED.
5-10mm Ø BOTTOM BARS
SPACED @ 200mm
NOTES ON COLUMNS
FIGURE 5
300mm
10mm Ø @ 190mm O.C.
150
FIGURE 8
L2
TYPICAL EXTERIOR SPAN
R.C. SLAB
140
5-10mm Ø BARS SPACED @
200mm O.C. TOP BARS
L2/7
L1
TYPICAL EXTERIOR SPAN
CLEAR
350
FIGURE 1
CONTINUOUS BOTTOM BARS
L 2/7
EXTRA TOP BARS
TABLE - 3
L1/4 + 120
HORIZONTAL
L 2/7
L1
FIGURE 7
ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL
REINFORCEMENT UNLESS OTHERWISE NOTED ON PLANS
WALL
THICKNESS
(mm)
CONTINUOUS TOP BARS
UNLESS OTHERWISE NOTED IN THE PLAN OR SPECIFICATIONS, CAMBER ALL REINFORCED CONCRETE BEAMS AT LEAST
6mm FOR EVERY 4500mm CLEAR SPAN EXPECT CANTILEVERS FOR WHICH THE CAMBERS SHALL BE NOTED IN THE PLANS
OR ORDERED BY THE DESIGNERS BUT IN NO CASE LESS THAN 18mm FOR EVERY 3000mm FREE SPAN
NOTES ON REINFORCED CONCRETE WALLS
A.
L 1/7
EXTRA TOP BARS
NOTES ON REINFORCED CONCRETE BEAMS
A.
L2/4 + 120
INTERIOR TOP BARS
4
L 1/7
STRUCTURAL STEELS ( A36)
FY = 248 MPA
ALL WELDING WORKS SHALL BE DONE BY SKILLED AND LICENSED WELDER
L2/4 + 120
CANTILEVER TOP BARS
3. STRUCTURAL STEEL
A.
L1/4 + 120
EXTERIOR TOP BARS
Y
CLASS
MAX. SIZE OF
COARSE AGGREGATE
mm (in.)
Y
STRUCTURAL
MEMBER
28-DAY CYLINDER STRENGTH
ALL SLAB REINFORCEMENT SHALL BE 18mm CLEAR FROM BOTTOM/ TOP OF SLAB.
LENGTH OF CUT-OFFS SHALL BE AS SPECIFIED IN FIGURE 7.
IF SLABS ARE REINFORCED ON BOTH WAYS, BARS ALONG THE SHORT SPAN SHALL BE PLACE BE PLACED BELOW THOSE ALONG
THE LONG SPAN AT THE CENTER AND OVER THE LONGER SPAN BARS NEAR THE SUPPORT.
TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION. SEE TABLE 3 FOR SPACING.
UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL R.C. SLAB ALONG THE SHORTER SPAN, 3mm PER METER
SPAN.
UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE ARE TO BE REINFORCED WITH 10MM BARS AT 400MM O.C. EACH WAY AT
CENTER OF SLAB CONSTRUCTION JOINT FOR SAME SHALL NOT BE MORE THAN 3000MM APART.
PROVIDE EXTRA REINFORCEMENT FOR SLAB, SEE FIGURE 8.
MINIMUM LAP AT SPLICE = 250mm
PROVIDE RIGHT ANGLE REINFORCEMENT AT
CENTERS 910mm LONG.
WHERE CHB WALLS ADJOIN R.C. COLUMNS,
R.C. BEAMS AND WALLS, DOWELS SHALL
PROVIDED.
D.
E.
F.
IN THE INTERPRETATIONS OF THESE DRAWINGS, INDICATED DIMENSION SHALL GOVERN AND DISTANCES OF SIZES SHALL NOT BE SCALED FOR
CONSTRUCTION PURPOSES.
BARS ON REINFORCE CONCRETE EXPOSED TO WEATHER SHALL PREFERABLY BE PROTECTED WITH AT LEAST 40mm AND IN NO CASE NO LESS
THAN 25mm. THIS PROVIDED MAY BE WAIVED WHEN ADEQUATE WATERPROOFING IS PROVIDED.
ALL CONCRETE WORKS SHALL BE DONE IN ACCORDANCE WITH THE ACI CODE FOR REINFORCED CONCRETE AND ALL STRUCTURAL STEEL
WORKS IN ACCORDANCE WITH THE AISC SPECIFICATIONS IN SO FAR AS THEY WILL NOT CONFLICT WITH LOCAL BUILDING CODE AND THIS
NOTES.
FOOTINGS ARE DESIGNED AN ALLOWABLE SOIL BEARING CAPACITY OF 100 kpa AT FOUNDING DEPTH OF 1.5m FROM NATURAL GRADE LINE.THE
CONTRACTOR SHALL REPORT TO THE ENGINEER IN WRITING ACTUAL SOIL CONDITIONS UNCOVERED AND CONFIRMED ACTUAL BEARING
CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE AND VERIFIED PRIOR TO CONSTRUCTION.
NO FOOTING SHALL REST ON FILL.
ALL FOOTING SHALL BE PROVIDED WITH 50mm THK. LEAN CONCRETE.
STRUCTURAL NOTES
S 1
PROJECT & LOCATION:
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
SHEET CONTENTS:
DESIGNED:
REVIEWED:
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.:
SHEET NO.:
BILLY JOE M. MOSTER
STRUCTURAL NOTES
REPUBLIC OF THE PHILIPPINES
ENGINEER II
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
S1
DRAWN:
RUEL O. BODESTYNE
CHARRY B. RABAGO
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DRAFTSMAN II
DINGRAS, ILOCOS NORTE
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
EMMANUEL W. DIAZ, CESE
RONNEL M. TAN, CESO IV
OIC - ASSISTANT REGIONAL DIRECTOR
DATE:
REGIONAL DIRECTOR
DATE:
S
12 30
2
1
4
3
0.10
1
12.00m
4.00
4.00
2
S2 DETAIL
4
3
Ø 12MM STRAIGHT TOP
AND BOTTOM BARS
@ 300 MM B.W
4.00
12.00M
STIFFENER COLUMN
0.30
4-12mmØ VERT.
TIES,1@0.05,4@0.10,
4@0.15 REST
@ 0.20 M. O.C
0.50
C1F2
C1F2
C1F2
4.00
4.00
4.00
C1F2
0.50
WF1
TB
TB
120mm THK SLAB WITH
12mm Ø TEMP. BARS
SPACED @ 250mm B.W.
C2
S1
1.08
8.00M
2.50
C1F2
4.00
0.45
0.50
TB
WF1
WF2
TB
TB
FFE 00.00
(ONE WAY SLAB) BENT BARS
@ L/4 FROM SUPPORT Ø12MM
@ 300MM PARALLEL TO
SHORTER DIRECTION
MANHOLE
S1
C2
S1
4.00
FFE 00.00
C2
B2
C2F1
S2
B2
C2F1
TB
WF2
TB
STAIRWELL
0.70
C1F2
WF1
S1
C2
B3
TB
TB
4.00
C2
WF2
2.10
8.00m
B
WF2
TB
WF2
FFE 0.00 - 0.60M
FFE 00.00
WF2
TB
WF1
4.00
WF2
WF2
FFE 0.0 - 0.05M
FFE 0.0 - 0.05M
C2
c
2.93
WF1
B2
WF1
B2
TB
4.00
TB
WF1
c
TB
S1
WF2
A
WF1
WF1
TB
TB
TB
C1F2
FFE 0.00 - 0.60M C1F2
C1F2
A
C2
C2
0.50
FFE 00.00
WF1
C2
C1F2
0.70
0.70
4
3
2
1
FOUNDATION PLAN
1
S 2
1
SCALE
2
4
3
SCALE
1:100 M
1
12.00M
4.00
THIRD FLOOR FRAMING PLAN
3
S 2
1:100 M
2
1.20
4.00
12.00
4.00
4.00
4
3
1.20
4.00
4.00
S1 DETAIL
C1
B1
c
B1
Ø 12MM STRAIGHT TOP
AND BOTTOM BARS
@ 300 MM B.W
C1
B1
C2
TF-B1
BENT BARS @ L/4
FROM SUPPORT
Ø12MM @ 300MM B.W.
C1
S1
A
C1
A
B1
C1
S2
C1
C2
1.20
B1
2.00
B1
C1
C2
C2
C2
4.00
4.00
4.00
S1
C2
C2
TF-B1
S1
RB
RB
C1
B2
L
1.08
8.00M
S2
C2
C2
2.93
STAIRWELL
B3
B
RB
C2
4.00
S1
RB
C2
c
8.00
S1
B2
B2
4.00
L
RB
C1
1.20
C1
RB
C2
RB
C2
C2
RB
4.00
2
S 2
SECOND FLOOR FRAMING PLAN
SCALE
PROJECT & LOCATION:
SHEET CONTENTS:
DESIGNED:
REVIEWED:
SUBMITTED:
ROOF BEAM PLAN
SCALE
1:100 M
RECOMMENDED:
APPROVED:
SET NO.:
SHEET NO.:
BILLY JOE M. MOSTER
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
4
S 2
1:100 M
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
THIRD FLOOR FRAMING PLAN
ROOF BEAM PLAN
ENGINEER II
S2
DRAWN:
RUEL O. BODESTYNE
CHARRY B. RABAGO
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DRAFTSMAN II
DINGRAS, ILOCOS NORTE
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
EMMANUEL W. DIAZ, CESE
RONNEL M. TAN, CESO IV
OIC - ASSISTANT REGIONAL DIRECTOR
DATE:
REGIONAL DIRECTOR
DATE:
S
13 30
12-25mm Ø VERTICAL BAR W/ 10mm Ø HOOP &
TIES SPACED AT 2@50mm, 3@75mm, 4@100mm
and REST @150mm CL
2.50
1.05
0.40
1.05
120mm thk. SLAB w/ 12mm
TEMP. BARS SPACED @
250mm B.W. O.C.
2
4
3
0.60
1
elev. 0.00m
4.00
4.00
8-25mm Ø VERTICAL BAR W/
TIES SPACED AT 2@50mm,
4@75mm, 4@100mm and REST
@200mm O.C
4.00
HT-3
16mm Ø REBAR
SPACED @ 180mm
O.C.,B.W.
RB
HT-3
c
RB
HT-3
RB
0.40
1.20
1.40
4.00
N.G.L.
1.20
0.40
12.00
2.50
1.20
HT-3
HT
-2
PLAN
0.40
2
T-
RB
1.20
RB
2
S 3
-2
C2F1 DETAIL
SCALE
1:25
12-20mm Ø VERTICAL BAR W/ 10mm Ø HOOP &
TIES SPACED AT 2@50mm, 3@75mm, 4@100mm
and REST @150mm CL
HT-3
A
SECTION
HT-1
HT
50mm GRAVEL BED
HT-3
HT-3
HT-3
TRUSS-1
4.00
2
HT
TRUSS-1
HT-1
TRUSS-1
RB
8.00
H
B
0.40
2.50
RB
120mm thk. SLAB w/ 12mm
TEMP. BARS SPACED @
250mm B.W. O.C.
RB
2.10
0.35
0.88
0.60
0.87
12MM∅ CROSS BRACING W' TURNBUCKLE
PRE-PAINTED GUTTER
(PNP BLUE)
CONCRETE COLUMN
elev. 0.00m
N.G.L.
8-25mm Ø VERTICAL BAR W/
TIES SPACED AT 2@50mm,
4@75mm, 4@100mm and REST
@200mm O.C
1.40
0.35
2.10
10MM∅ SAG ROD
0.40
16mm Ø REBAR
SPACED @ 175mm
O.C.,B.W.
0.40
PLAN
0.40
50mm GRAVEL BED
2.10
SECTION
2
S 3
ROOF FRAMING PLAN
SCALE
PROJECT & LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
3
S 3
1:80
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
SHEET CONTENTS:
DESIGNED:
REVIEWED:
SUBMITTED:
1:25
RECOMMENDED:
APPROVED:
SET NO.:
SHEET NO.:
ENGINEER II
S3
DRAWN:
DRAFTSMAN II
DINGRAS, ILOCOS NORTE
SCALE
BILLY JOE M. MOSTER
ROOF FRAMING PLAN
C2F1 DETAIL
C1F2 DETAIL
RUEL O. BODESTYNE
CHARRY B. RABAGO
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
C1F2 DETAIL
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
EMMANUEL W. DIAZ, CESE
RONNEL M. TAN, CESO IV
OIC - ASSISTANT REGIONAL DIRECTOR
DATE:
REGIONAL DIRECTOR
DATE:
S
14 30
8-20mm Ø VERTICAL BAR W/
TIES SPACED AT 2@50mm,
4@75mm, 4@100mm and REST
@200mm O.C
FOOTING SCHEDULE
DIMENSION
l
w
(mm)
(mm)
2000
1800
F1
F2
2000
1800
REINFORCEMENTS
t
(mm)
Bar X
SPACING
Bar Y
SPACING
400
400
13-25mmØ
10-25mmØ
150mm O.C.
150mm O.C.
13-25mmØ
10-25mmØ
150mm O.C.
150mm O.C.
elev. 0.40m
SLAB SCHEDULE
elev. 0.00m
120
120
PARALLEL TO LONG SPAN
AT SUPPORT
AT MIDSPAN
12mmØ @ 300mm
12mmØ @ 300mm
12mmØ @ 200mm
12mmØ @ 200mm
16mm Ø BAR W/ 10MM Ø STIRRUPS
SPACED AT 2@50MM, 3@75MM,
4@100MM and REST @200MM
1.40
PARALLEL TO SHORT SPAN
AT SUPPORT
AT MIDSPAN
12mmØ @ 300mm
12mmØ @ 300mm
12mmØ @ 150mm
12mmØ @ 150mm
(mm)
S1
S2
N.G.L.
REINFORCEMENTS
THICKNESS
MARK
F.F.L.
0.60
MARK
COLUMN SCHEDULE
C1
LOCATION
C2
11-25mm Ø REBAR
SPACED @ 175mm
O.C.,B.W.
ROOFING
TO
ROOF DECK
0.40
300
300
4 - 16 MM
0.30x0.30 M.4-16mmØ VERT.TIES,
2@0.05, 4@0.075, 4@0.10REST @ 0.20 M. O.C
0.40
50mm GRAVEL BED
0.40
350
350
COLUMN-FOOTING-BEAM CONNECTION DETAIL
2
SECOND FLOOR
TO
ROOF DECK
S 4
8 - 25 MM
NTS
0.35x0.35 M.
8-20mmØVERT.TIES,
2@0.05,4@0.075, 4@0.10REST @ 0.20 M. O.C
L
0.75 LC
L/4
L/4
350
350
SPLICE LENGTH
SEE TABLE
EQ.
8 - 20 MM
8 - 25 MM
0.35x0.35 M.
8-20mmØ VERT.TIES,
2@0.05, 4@0.075, 4@0.10REST @ 0.20 M. O.C
0.35x0.35 M.
8-25mmØ VERT.TIES,
2@0.05, 4@0.075, 4@0.10REST @ 0.20 M. O.C
TOP BARS AT
CANTILEVER'S
DISCONTINUOUS
END
EQ.
TOP BARS
AT MIDSPAN
TOP BARS
AT SUPPORT
d
FOUNDATION
TO
SECOND FLOOR
LC
350
350
BEAM SCHEDULE
MARK
SECTION
B
H
REINFORCEMENTS
@SUPPORT
@MID-SPAN
TB
300
40
3 - 16mm Ø
3 - 16mm Ø
40
40
40
2 - 16mm Ø
4 - 16mm Ø
40
40
450
40
2 -16mm Ø
5 -16mm Ø
40
HOOP REINFORCEMENT
SEE SCHEDULE
CONTINUOUS END
"A" OR "B"
(SEE REMARKS)
DISCONTINUOUS
FREE END
CONTINUOUS END
"A" OR "B"
(SEE REMARKS)
3
S 4
TYPICAL BEAM DETAIL
NTS
10mm Ø BENT BARS @ 41 FROM SUPPORT
10mm Ø TOP AND BOTTOM BARS
SPACED @ 250mm B.W.
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
2 - 16mm Ø
H
250
H
RDB2
5 - 16mm Ø
50mm MAX.
AT SUPPORT
10mm Ø STIRRUPS SPACED @
B
40
B
40
(L)
(L/4)
350
40
3 - 16mm Ø
2 - 16mm Ø
H
250
H
RB
2 -16mm Ø
40
3 -16mm Ø
40
1
(L/4)
10mm Ø STIRRUPS SPACED @
B
40
B
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
120mm. THK. SLAB
STRUCTURAL SCHEDULE
3
S 4
S 4
PROJECT & LOCATION:
SHEET CONTENTS:
DESIGNED:
REVIEWED:
SLAB DETAIL
NTS
SUBMITTED:
RECOMMENDED:
APPROVED:
SET NO.:
SHEET NO.:
BILLY JOE M. MOSTER
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
2d
NO SPLICE
SHALL BE
ALLOWED 2d
FROM THE
FACE OF THE
SUPPORT
BOTTOM BARS
AT SUPPORT
HOOP REINFORCEMENT
SEE SCHEDULE
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
2 - 16mm Ø
H
H
450
4 - 16mm Ø
0.165 L1
10mm Ø STIRRUPS SPACED @
B
40
B
BOTTOM BARS
AT MIDSPAN
BOTTOM BARS
AT CANTILEVER'S
DISCONTINUOUS
END
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
5 - 20mm Ø
40
250
2 - 20mm Ø
H
40
B
5 - 20mm Ø
H
450
EQ.
10mm Ø STIRRUPS SPACED @
2 - 20mm Ø
RDB1
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
3 - 16mm Ø
EQ.
2d
BOTTOM BARS
AT SUPPORT
40
B
250
3 - 16mm Ø
400
40
B1
STIRRUPS
10mm Ø STIRRUPS SPACED @
B
40
B
ENGINEER II
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
S4
DRAWN:
RUEL O. BODESTYNE
CHARRY B. RABAGO
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DRAFTSMAN II
DINGRAS, ILOCOS NORTE
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
EMMANUEL W. DIAZ, CESE
RONNEL M. TAN, CESO IV
OIC - ASSISTANT REGIONAL DIRECTOR
DATE:
REGIONAL DIRECTOR
DATE:
S
15 30
8.00
01
S-5
DOWEL BARS TO MATCH
CHB VERT. BARS
0.22
1.20
1.00
1.00
0.5mm PRE-PAINTED RIDGE ROLL
2∠-2" X 2" X 14" TC/ BC/ WM
1.00
1.00
1.00
1.00
1.00
1.00
1.20
2" X 4" C-PURLIN WITH ANGLE CLEAT
30 BAR
DIAMETER
DOWELS
300
(TYP.)
0.6mm PRE-PAINTED RIB TYPE ROOF
SHEET
02
S-5
250
3-Ø10 BOT. BARS
16mm Ø SAG ROD
1.50
30 BAR
DIAMETER
DOWELS
NAT. GRD. LVL.
250
600 (MIN.)
VARIES
FIN. FLR. LVL.
6-10mm Ø BARS
(AS SHOWN)
Ø10 BOT. BARS
@ 300 O.C.
400
10mm Ø BOT. BARS
@ 300mm O.C.
400
WF1 DETAIL
WF2 DETAIL
SCALE
SCALE
NTS
NTS
WALL FOOTING DETAILS
1
S 6
TRUSS DETAIL
3
NTS
S 5
SCALE
1:50 M
8.00
1.20
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.20
0.6mm PRE-PAINTED RIB TYPE ROOF SHEET
2" X 4" C-PURLIN WITH ANGLE CLEAT
16mm Ø SAG ROD
1.50
0.5mm PRE-PAINTED RIDGE ROLL
0.6mm PRE-PAINTED RIB TYPE
ROOF SHEET
TRUSS-1
2" X 4" C-PURLINS SPACED AT 0.60M O.C.
4.00
1.20
1.00
1.00
1.00
1.00
BC
- 2 < 2" X 2" X 1/4" THK AB
TC
- 2 < 2" X 2" X 1/4" THK AB
PRE-FAB (PAINTED) GUTTER
COVERED PLASTIC SCREEN
VM - 2 < 2" X 2" X 3/16" THK AB
16mm Ø SAG ROD
2" X 4" C-PURLIN WITH ANGLE CLEAT
1.50
DM - 2 < 2" X 2" X 1/8" THK AB
HT-1
2.00
1.20
1.20
0.66 1.00
1.00
1.00
1.00
1.00
3" PVC DOWNSPOUT
1.00
2∠-2" X 2" X 14" BC
1.00
DETAIL 01
SCALE
1.50
0.75
1:30 M
HT-3
HT-2
DETAIL 02
SCALE
2
S 4
1:20 M
SCHEMATIC TRUSS DIAGRAM
SCALE
1:100
4
SPOT DETAILS
S 6
PROJECT & LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
SHEET CONTENTS:
DESIGNED:
REVIEWED:
APPROVED:
SET NO.:
SHEET NO.:
S5
DRAWN:
DRAFTSMAN II
DINGRAS, ILOCOS NORTE
RECOMMENDED:
ENGINEER II
RUEL O. BODESTYNE
CHARRY B. RABAGO
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
SUBMITTED:
BILLY JOE M. MOSTER
WALL FOOTING DETAIL
SCHEMATIC TRUSS DIAGRAM
TRUSS DETAIL
SPOT DETAILS
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
EMMANUEL W. DIAZ, CESE
RONNEL M. TAN, CESO IV
OIC - ASSISTANT REGIONAL DIRECTOR
DATE:
REGIONAL DIRECTOR
DATE:
S
16 30
4
4
4
4.00
SLAB ON GRADE
10Ø @ 250
10Ø
canopy ln.
c
c
19 18 16 15 14 13 12 11 10
D
8.2
DN
12 11 10
T=125
2
3
4
5
6
7
8
9
9 10 11 12 13
UP
UP
1
2
3
4
5
6
7
3
4
5
6
7
8
10Ø
12Ø @ 250
8
canopy ln.
1
2
360mm
20 19
14
1
2.88
9
20 19 18 17 16 15
GROUND TO SECOND STEPS:
RISER @ 0.175 M.
TREAD @ 0.30 M.
GROUND FLOOR PLAN
SECOND TO ROOFDECK STEPS:
RISER @ 0.184 M.
TREAD @ 0.30 M.
SECOND FLOOR PLAN
1
S 6
12Ø @ 250
4-12Ø
225mm
ROOFDECK FLOOR PLAN
STAIR PLAN
SCALE
3
S 6
1:100
SCALE
1:15
.20 M
RISER
25
0.1
0.30 M
TREAD
STAIR ON GRADE
0.10
1-10MMØ NOZING BAR W/
10MMØ TIES @ 300 MM.O.C.
2"Ø STAINLESS
HANDRAIL
12MMØ @ 100 MM. O.C.
BOTT. BARS (TYP.)
10MMØ @ 300 MM. O.C.
TEMP. BARS (TYP.)
SQUARE BAR GRILLS
PAINTED FIN.
0.20
0.90M
HT. OF HANDRAIL
B2- SEE
STRUC. DET.
FLR. FIN.
0.02
FLOOR TILE
FIN.
0.02
0.006
0.02
0.02
0.02
VERIFY
RISER
STEPS
DETAIL
SCALE:
1:10 M
0.05
16
RUN
0.30
2" NON-SLIP
BRASS NOZING
12
0.125
15
14
13
0.70
0.30 M
TREAD
0.90
CONCRETE STAIR
SEE STRUC. DET.
0.05
RISER
0.20
1.60
1
2
3
4
STAIR LANDING
GROOVES
.60
GROUND FLR FFL
NON-SKID PLAIN CEMENT FLOOR
FINISH W/ GROOVE LINES
.20
.70
0.10
NGL
TYPICAL HANDRAIL DETAIL
.80
SCALE
1:20
4.00
STEPS WIDTH
RAILING
STAIR ELEVATION
SCALE
2
1:20
STAIR DETAIL
3
PROJECT & LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
SHEET CONTENTS:
STAIR PLAN
STAIR DETAIL
RAMP DETAIL
MAIN STAIR(PORCH) ENTRY
SPOT DETAILS
DESIGNED:
REVIEWED:
RECOMMENDED:
APPROVED:
SET NO.:
SHEET NO.:
ENGINEER II
S6
DRAWN:
DRAFTSMAN II
DINGRAS, ILOCOS NORTE
SUBMITTED:
BILLY JOE M. MOSTER
RUEL O. BODESTYNE
CHARRY B. RABAGO
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
RAMP DETAIL
S 6
S 6
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
DATE:
ALBERTO B. ESQUEJO, JR.
CHIEF, PLANNING AND DESIGN DIVISION
DATE:
EMMANUEL W. DIAZ, CESE
RONNEL M. TAN, CESO IV
OIC - ASSISTANT REGIONAL DIRECTOR
DATE:
REGIONAL DIRECTOR
DATE:
S
17 30