Upload
others
View
4
Download
0
Embed Size (px)
Citation preview
L2/4 + 120
L1
L 2/7
L3
1 STRUCTURAL NOTES
S 1
NOTES ON COLUMNS
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
1
2
TIMES THE SIZE OF COURSE AGGREGATES.
C. WHERE COLUMN CHANGES SIZE, VERTICAL REINFORCEMENT SHALL BE OFFSET OF A SLOPE OF NOT MORE THAN
1
5
WITH EXTRA TIES AT
100mm O.C. SHALL BE PROVIDED THROUGHOUT THE OFFSET REGION.
FIGURE 9 (EXTERIOR
COLUMN)
FIGURE 10 (INTERIOR COLUMN)
Y
50mm
75mm TYPICAL
50mm
75mm TYPICAL
100mm O.C. EXTRA TIES
TOP OF SLAB
Y
Y
50mm
75mm TYPICAL
50mm
75mm TYPICAL
Y
100mm O.C.
EXTRA TIES
Y=
1
6
STOREY HEIGHT
CR MAXIMUM COLUMN
DIMENSION WHENEVER
IS GREATER
GENERAL NOTES
A. IN THE INTERPRETATIONS OF THESE DRAWINGS, INDICATED DIMENSION SHALL GOVERN AND DISTANCES OF SIZES SHALL NOT BE SCALED FOR
CONSTRUCTION PURPOSES.
B. 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.
C. 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.
D. 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.
E. NO FOOTING SHALL REST ON FILL.
F. ALL FOOTING SHALL BE PROVIDED WITH 50mm THK. LEAN CONCRETE.
NOTES ON REINFORCED CONCRETE SLAB
A. ALL SLAB REINFORCEMENT SHALL BE 18mm CLEAR FROM BOTTOM/ TOP OF SLAB.
B. LENGTH OF CUT-OFFS SHALL BE AS SPECIFIED IN FIGURE 7.
C. 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.
D. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION. SEE TABLE 3 FOR SPACING.
E. UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL R.C. SLAB ALONG THE SHORTER SPAN, 3mm PER METER
SPAN.
F. 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.
G. PROVIDE EXTRA REINFORCEMENT FOR SLAB, SEE FIGURE 8.
FIGURE 7
L1/4+ 120 L1/4 + 120 L2/4 + 120
L 1/7 L 1/7
TYPICAL EXTERIOR SPAN
L 2/7
L2
TYPICAL EXTERIOR SPAN CANTILEVER SPAN
WHERE D= DIAMETER OF REINFORCING
BARS USED
EXTRA TOP BARS
EXTERIOR TOP BARS
EXTRA TOP BARS
INTERIOR TOP BARS
CONTINUOUS TOP BARS
CANTILEVER TOP BARS
CONTINUOUS BOTTOM BARS
FIGURE 8
5-10mm Ø BARS SPACED @
200mm O.C. TOP BARS
5-10mm Ø BOTTOM BARS
SPACED @ 200mm
TABLE - 3
THICKNESS
(mm)
10mm Ø @ 270mm O.C.
SCHEDULE OF MINIMUM SLAB REINFORCEMENT
100
110
130
140
15010mm Ø @ 170mm O.C.
10mm Ø @ 190mm O.C.
MINIMUM TEMPERATURE BARS
10mm Ø @ 210mm O.C.
10mm Ø @ 240mm O.C.
MATERIALS
1. CONCRETE
UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONCRETE CLASS AND STRENGTHEN
SHALL BE AS FOLLOWS:
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.
3. STRUCTURAL STEEL
A. STRUCTURAL STEELS ( A36)
FY = 248 MPA
B. ALL WELDING WORKS SHALL BE DONE BY SKILLED AND LICENSED WELDER
STRUCTURAL
MEMBER
CLASS
28-DAY CYLINDER STRENGTH
PSI MPa
MAX. SIZE OF
COARSE AGGREGATE
mm (in.)
FOOTINGS AA 4000 27.60 20
COLUMNS, BEAMS AA 4000 27.60 20
SLABS AA 4000 27.60 20
FIGURE 5
L1/4 + 120 L1/4 + 120 L2/4+ 120
400
L2/4 + 120 2/3 L3
L1/7 L1/7
L1
TYPICAL EXTERIOR SPAN
L2/7 L2/7
L2
TYPICAL EXTERIOR SPAN
L3
CANTILEVER SPAN
WHERE D= DIAMETER OF REINFORCING
BARS USED
NOTES ON REINFORCED CONCRETE BEAMS
A. 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
FIGURE 6
R.C. SLAB
300mm
(MIN.)
38mm
CLEAR
38mm
CLEAR
25mm Ø SEPARATOR
38mm
CLEAR
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.
D. 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.
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.
NOTES ON REINFORCED CONCRETE WALLS
A. ALL WALLS SHALL BE REINFORCED ACCORDING TO THE FOLLOWING SCHEDULE OF WALL
REINFORCEMENT UNLESS OTHERWISE NOTED ON PLANS
WALL
THICKNESS
(mm)
100
10mm Ø @ 250mm O.C.
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
TABLE - 1
10mm Ø @ 300mm O.C.
REINFORCEMENT
12mm Ø @ 250mm O.C.
12mm Ø @ 250mm O.C.
130
150
180
200
230
250
280
300
350
400
10mm Ø @ 200mm O.C.
10mm Ø @ 250mm O.C.
12mm Ø @ 300mm O.C.
12mm Ø @ 250mm O.C.
HORIZONTAL VERTICAL
12mm Ø @ 250mm O.C.
12mm Ø @ 200mm O.C.
16mm Ø @ 300mm O.C.
10mm Ø @ 250mm O.C.
10mm Ø @ 300mm O.C.
12mm Ø @ 300mm O.C.
12mm Ø @ 100mm O.C.
10mm Ø @ 250mm O.C.
10mm Ø @ 300mm O.C.
12mm Ø @ 350mm O.C.
12mm Ø @ 300mm O.C.
12mm Ø @ 280mm O.C.
12mm Ø @ 250mm O.C.
16mm Ø @ 350mm O.C.
VERTICAL
SECTIONS
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
VERTICAL BARS AT CENTER, HORIZONTAL BARS STAGGERED
BOTH FACES
BOTH FACES
BOTH FACES
BOTH FACES
BOTH FACES
BOTH FACES
BOTH FACES
SEE FIG. 2
SEE FIG. 2
SEE FIG. 2
SEE FIG. 2
SEE FIG. 2
SEE FIG. 2
SEE FIG. 2
SEE FIG. 1
SEE FIG. 1
SEE FIG. 1
SEE FIG. 1
FIGURE 1 FIGURE 2
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.
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.
SCHEDULE OF CONCRETE HOLLOW BLOCKS REINFORCEMENT
WALL
THICKNESS
(mm)
76
A. MINIMUM LAP AT SPLICE = 250mm
B. PROVIDE RIGHT ANGLE REINFORCEMENT AT
CENTERS 910mm LONG.
C. WHERE CHB WALLS ADJOIN R.C. COLUMNS,
R.C. BEAMS AND WALLS, DOWELS SHALL
PROVIDED.
10mm Ø @ 610mm O.C.
REINFORCEMENT
12mm Ø @ 610mm O.C.
100
150
200
HORIZONTAL VERTICAL
REMARKS
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
10mm Ø @ 610mm O.C.
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.
4
0
0
40
0
40
0
400
FIGURE 3
WHERE:
D=DIAMETER OF
REINFORCING BAR
USED.
FIGURE 4
SEE NOTE C NOTES
ON CONCRETE
WALLS
OIC - ASSISTANT REGIONAL DIRECTOR
EMMANUEL W. DIAZ, CESE
REGIONAL DIRECTOR
RONNEL M. TAN, CESO IV
ENGINEER II
BILLY JOE M. MOSTER
CHARRY B. RABAGO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DESIGNED:
DATE:
CHIEF, PLANNING AND DESIGN DIVISION
ALBERTO B. ESQUEJO, JR.
DRAWN:
DRAFTSMAN II
PROJECT & LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
DATE: DATE: DATE:
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
RUEL O. BODESTYNE
SET NO.: SHEET NO.:
S
DINGRAS, ILOCOS NORTE
S1
12 30
STRUCTURAL NOTES
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
OIC - ASSISTANT REGIONAL DIRECTOR
EMMANUEL W. DIAZ, CESE
REGIONAL DIRECTOR
RONNEL M. TAN, CESO IV
ENGINEER II
BILLY JOE M. MOSTER
CHARRY B. RABAGO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DESIGNED:
DATE:
CHIEF, PLANNING AND DESIGN DIVISION
ALBERTO B. ESQUEJO, JR.
DRAWN:
DRAFTSMAN II
PROJECT & LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
DATE: DATE: DATE:
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
RUEL O. BODESTYNE
SET NO.: SHEET NO.:
S
DINGRAS, ILOCOS NORTE
SCALE 1:100 M
1 FOUNDATION PLAN
S 2
8.0
0m
C1F2
TB
C1F2
C1F2
TB TB
WF
2
12.00m
WF2
WF
2
WF2
WF2
WF2
WF2
C1F2C1F2
C2F1C2F1
TB
TB
C1F2
C1F2
TB
TB
TB
TB
C1F2
TB
4.0
04
.0
0
4.00 4.00 4.00
C1F2
C1F2
TB
TB
TB
TB
TB
TB
TB
FFE 0.00 - 0.60M
FFE 00.00
FFE 00.00
FFE 00.00
FFE 00.00
FFE 0.0 - 0.05M
FFE 0.0 - 0.05M
WF
2
WF2
1
2
3
4
FFE 0.00 - 0.60M
WF
1
WF
1
WF1 WF1 WF1
WF
1W
F1
WF1WF1 WF1
0.3
0
0.10
STIFFENER COLUMN
4-12mmØ VERT.
TIES,[email protected],[email protected],
[email protected] REST
@ 0.20 M. O.C
12
3
4
A
B
c
2.5
0
2.1
0
12.00M
4.00 4.00 4.00
4.0
04
.0
0
8.0
0M
STAIRWELL
2.9
31
.0
84
.0
0
C2
0.5
0
0.50
0.50
0.5
0
0.7
0
0.45
MANHOLE
0.70
C2 C2 C2
C2 C2 C2 C2
0.70
SCALE 1:100 M
3 THIRD FLOOR FRAMING PLAN
S 2
1 2
3
4
A
c
B2
B2
B2
S1
S1
S1
S1
S1
B3
C2
B2
12.00
4.00
8.0
0
4.0
04
.0
0
1.2
01
.2
0
4.00 4.00
1.20 1.20
RB RB RB
RB
RB
RB RB RB
SCALE 1:100 M
4 ROOF BEAM PLAN
S 2
1 2
3
4
A
c
C2 C2 C2 C2
C2 C2 C2 C2
C2
C2 C2 C2
S2
THIRD FLOOR FRAMING PLAN
ROOF BEAM PLAN
12.00M
4.00 4.00 4.00
4.0
04
.0
0
8.0
0M
2.0
0
STAIRWELL
C1 C1 C1 C1
C1 C1
C1 C1 C1 C1
4.00
2.9
31
.0
84
.0
0
1 2
3
4
A
B
c
B2
B2
B2
S1
S1
S1
S1
B1B1B1
S1
B3
S2
C2C2
B1B1B1
SCALE 1:100 M
2 SECOND FLOOR FRAMING PLAN
S 2
13 30
(ONE WAY SLAB) BENT BARS
@ L/4 FROM SUPPORT Ø12MM
@ 300MM PARALLEL TO
SHORTER DIRECTION
S2
120mm THK SLAB WITH
12mm Ø TEMP. BARS
SPACED @ 250mm B.W.
S2 DETAIL
S2
Ø 12MM STRAIGHT TOP
AND BOTTOM BARS
@ 300 MM B.W
L
TF-B1
L
TF
-B
1
BENT BARS @ L/4
FROM SUPPORT
Ø12MM @ 300MM B.W.
Ø 12MM STRAIGHT TOP
AND BOTTOM BARS
@ 300 MM B.W
S1 DETAIL
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
12.00
4.00
8.0
0
4.0
04
.0
0
1.2
01
.2
0
4.00 4.00
1.20 1.20
RB RB RB
RB RB RB
RB RB
TRU
SS-1
TRU
SS-1
TRU
SS-1
HT-2
HT-2
HT-1 HT-1
HT-3
HT-3
HT-2
HT-2
HT-3
HT-3
HT-3
HT-3
HT-3
HT-3
10MM∅ SAG ROD
PRE-PAINTED GUTTER
(PNP BLUE)
CONCRETE COLUMN
1 2
3
4
A
B
c
0.4
0
8-25mm Ø VERTICAL BAR W/
TIES SPACED AT 2@50mm,
4@75mm, 4@100mm and REST
@200mm O.C
16mm Ø REBAR
SPACED @ 180mm
O.C.,B.W.
1.4
0
50mm GRAVEL BED
elev. 0.00m N.G.L.
0.6
0
120mm thk. SLAB w/ 12mm
TEMP. BARS SPACED @
250mm B.W. O.C.
OIC - ASSISTANT REGIONAL DIRECTOR
EMMANUEL W. DIAZ, CESE
REGIONAL DIRECTOR
RONNEL M. TAN, CESO IV
ENGINEER II
BILLY JOE M. MOSTER
CHARRY B. RABAGO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DESIGNED:
DATE:
CHIEF, PLANNING AND DESIGN DIVISION
ALBERTO B. ESQUEJO, JR.
DRAWN:
DRAFTSMAN II
PROJECT & LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
DATE: DATE: DATE:
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
RUEL O. BODESTYNE
SET NO.: SHEET NO.:
S
DINGRAS, ILOCOS NORTE
SCALE 1:80
2 ROOF FRAMING PLAN
S 3
SCALE 1:25
3 C1F2 DETAIL
S 3
PLAN
SECTION
SECTION
SCALE 1:25
2C2F1 DETAIL
S 3
S3
12MM∅ CROSS BRACING W' TURNBUCKLE
14 30
ROOF FRAMING PLAN
C2F1 DETAIL
C1F2 DETAIL
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 1.050.40
0.4
0
2.5
0
0.40 0.40
0.87 0.88
2.10
0.4
0
8-25mm Ø VERTICAL BAR W/
TIES SPACED AT 2@50mm,
4@75mm, 4@100mm and REST
@200mm O.C
16mm Ø REBAR
SPACED @ 175mm
O.C.,B.W.
1.4
0
50mm GRAVEL BED
elev. 0.00m N.G.L.
0.6
0
120mm thk. SLAB w/ 12mm
TEMP. BARS SPACED @
250mm B.W. O.C.
0.40 0.40
2.10
2.1
0
2.50
PLAN
0.3
5
0.35
12-20mm Ø VERTICAL BAR W/ 10mm Ø HOOP &
TIES SPACED AT 2@50mm, 3@75mm, 4@100mm
and REST @150mm CL
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
S4
OIC - ASSISTANT REGIONAL DIRECTOR
EMMANUEL W. DIAZ, CESE
REGIONAL DIRECTOR
RONNEL M. TAN, CESO IV
ENGINEER II
BILLY JOE M. MOSTER
CHARRY B. RABAGO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DESIGNED:
DATE:
CHIEF, PLANNING AND DESIGN DIVISION
ALBERTO B. ESQUEJO, JR.
DRAWN:
DRAFTSMAN II
PROJECT & LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
DATE: DATE: DATE:
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
RUEL O. BODESTYNE
SET NO.: SHEET NO.:
S
DINGRAS, ILOCOS NORTE
15 30
MARK
DIMENSION
F1
1800
l
(mm)
w
(mm)
t
(mm)
REINFORCEMENTS
Bar X
13-25mmØ
1800
400
SPACING
150mm O.C.
Bar Y
13-25mmØ
SPACING
150mm O.C.
FOOTING SCHEDULE
MARK
THICKNESS
S1120
(mm)
REINFORCEMENTS
12mmØ @ 300mm
PARALLEL TO SHORT SPAN
SLAB SCHEDULE
S2
F2
2000
10-25mmØ
2000
400 150mm O.C. 10-25mmØ 150mm O.C.
120
PARALLEL TO LONG SPAN
AT SUPPORT AT MIDSPAN AT SUPPORT AT MIDSPAN
12mmØ @ 300mm
12mmØ @ 150mm12mmØ @ 150mm 12mmØ @ 200mm12mmØ @ 200mm
12mmØ @ 300mm 12mmØ @ 300mm
COLUMN SCHEDULE
C2
C1
30
0
300
0.30x0.30 M.4-16mmØ VERT.TIES,
[email protected], [email protected], [email protected] @ 0.20 M. O.C
35
0
350
8 - 25 MM
4 - 16 MM
35
0
350
8 - 25 MM
0.35x0.35 M.
8-20mmØVERT.TIES,
[email protected],[email protected], [email protected] @ 0.20 M. O.C
0.35x0.35 M.
8-25mmØ VERT.TIES,
[email protected], [email protected], [email protected] @ 0.20 M. O.C
LOCATION
35
0
350
8 - 20 MM
0.35x0.35 M.
8-20mmØ VERT.TIES,
[email protected], [email protected], [email protected] @ 0.20 M. O.C
ROOFING
TO
ROOF DECK
SECOND FLOOR
TO
ROOF DECK
FOUNDATION
TO
SECOND FLOOR
1 STRUCTURAL SCHEDULE
S 4
STIRRUPSMARK
REINFORCEMENTS
@SUPPORT @MID-SPAN
SECTION
B H
300 400
TB
250 450
3 - 16mm Ø
3 - 16mm Ø
B1
10mm Ø STIRRUPS SPACED @
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
BEAM SCHEDULE
3 - 16mm Ø
3 - 16mm Ø
250
5 - 20mm Ø
2 - 20mm Ø
2 - 20mm Ø
5 - 20mm Ø
5 -16mm Ø
2 - 16mm Ø
H
40
B
40
2 -16mm Ø
5 - 16mm Ø
B
40
40
B
40
40
H
40
B
40
H
40
B
40
H
40
B
40
450
RDB2
250
3 -16mm Ø
2 - 16mm Ø
2 -16mm Ø
3 - 16mm Ø
H
40
B
40
H
40
B
40
350
RB
10mm Ø STIRRUPS SPACED @
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
10mm Ø STIRRUPS SPACED @
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
10mm Ø STIRRUPS SPACED @
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
250
4 - 16mm Ø
2 - 16mm Ø
2 - 16mm Ø
4 - 16mm Ø
H
40
B
40
H
40
B
40
450
RDB1
10mm Ø STIRRUPS SPACED @
2 @ 50mm
3 @ 75mm
4 @ 100mm
REST @ 200mm
AT SUPPORT
BOTTOM BARS
AT MIDSPAN
BOTTOM BARS
AT MIDSPAN
AT SUPPORT
AT SUPPORT
BOTTOM BARS
END
DISCONTINUOUS
AT CANTILEVER'S
END
DISCONTINUOUS
CANTILEVER'S
2d
NO SPLICE
SHALL BE
ALLOWED 2d
FROM THE
FACE OF THE
SUPPORT
HOOP REINFORCEMENT
SEE SCHEDULE
HOOP REINFORCEMENT
SEE SCHEDULE
50mm MAX.
AT SUPPORT
0.165 L1
EQ.EQ.2d
SPLICE LENGTH
SEE TABLE
EQ.EQ.
LC
TOP BARS
TOP BARS
TOP BARS AT
d
BOTTOM BARS
0.75 LC
L/4
L
L/4
(SEE REMARKS)
CONTINUOUS END
"A" OR "B""A" OR "B"
(SEE REMARKS)
CONTINUOUS END
FREE END
DISCONTINUOUS
(L/4)(L/4)
(L)
10mm Ø BENT BARS @
1
4
FROM SUPPORT
10mm Ø TOP AND BOTTOM BARS
SPACED @ 250mm B.W.
120mm. THK. SLAB
NTS
3 SLAB DETAIL
NTS
3 TYPICAL BEAM DETAIL
NTS
2 COLUMN-FOOTING-BEAM CONNECTION DETAIL
S 4
S 4
S 4
0.4
0
11-25mm Ø REBAR
SPACED @ 175mm
O.C.,B.W.
1.4
0
50mm GRAVEL BED
elev. 0.00m N.G.L.
0.6
0
8-20mm Ø VERTICAL BAR W/
TIES SPACED AT 2@50mm,
4@75mm, 4@100mm and REST
@200mm O.C
16mm Ø BAR W/ 10MM Ø STIRRUPS
SPACED AT 2@50MM, 3@75MM,
4@100MM and REST @200MM
elev. 0.40m F.F.L.
0.40 0.40
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
S5
16 30
OIC - ASSISTANT REGIONAL DIRECTOR
EMMANUEL W. DIAZ, CESE
REGIONAL DIRECTOR
RONNEL M. TAN, CESO IV
ENGINEER II
BILLY JOE M. MOSTER
CHARRY B. RABAGO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DESIGNED:
DATE:
CHIEF, PLANNING AND DESIGN DIVISION
ALBERTO B. ESQUEJO, JR.
DRAWN:
DRAFTSMAN II
PROJECT & LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
DATE: DATE: DATE:
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
RUEL O. BODESTYNE
SET NO.: SHEET NO.:
S
DINGRAS, ILOCOS NORTE
1.5
0
1.20 1.00 1.00 1.00 1.00 1.201.001.001.001.00
1.5
0
1.20 1.00 1.00 1.00 1.00
8.00
4.00
0.7
5
1.20 1.00 1.00
2.00
TRUSS-1
HT-1
BC - 2 < 2" X 2" X 1/4" THK AB
TC - 2 < 2" X 2" X 1/4" THK AB
VM - 2 < 2" X 2" X 3/16" THK AB
DM - 2 < 2" X 2" X 1/8" THK AB
2" X 4" C-PURLINS SPACED AT 0.60M O.C.
HT-3
1.5
0
1.001.001.001.001.000.661.20
HT-2
SCALE 1:100
SCHEMATIC TRUSS DIAGRAM
S 4
WF1 DETAIL
SCALE NTS
WF2 DETAIL
SCALE NTS
400
25
0
30
B
AR
DIA
ME
TE
R
DO
WE
LS
300
(TYP.)
10mm Ø BOT. BARS
@ 300mm O.C.
6-10mm Ø BARS
(AS SHOWN)
NAT. GRD. LVL.
FIN. FLR. LVL.
@ 300 O.C.
Ø10 BOT. BARS
3-Ø10 BOT. BARS
400
25
0
60
0 (M
IN
.)
VA
RIE
S
30
B
AR
DIA
ME
TE
R
DO
WE
LS
DOWEL BARS TO MATCH
CHB VERT. BARS
0.22
NTS
1 WALL FOOTING DETAILS
S 6
1.001.00
1.5
0
1.00 1.00 1.00 1.00 1.201.001.00
8.00
0.6mm PRE-PAINTED RIB TYPE ROOF
SHEET
1.20
16mm Ø SAG ROD
2" X 4" C-PURLIN WITH ANGLE CLEAT
2∠-2" X 2" X
1
4
" TC/ BC/ WM
0.5mm PRE-PAINTED RIDGE ROLL
WALL FOOTING DETAIL
SCHEMATIC TRUSS DIAGRAM
TRUSS DETAIL
SPOT DETAILS
SCALE 1:50 M
3 TRUSS DETAIL
S 5
01
S-5
02
S-5
0.5mm PRE-PAINTED RIDGE ROLL
0.6mm PRE-PAINTED RIB TYPE
ROOF SHEET
16mm Ø SAG ROD
2" X 4" C-PURLIN WITH ANGLE CLEAT
2∠-2" X 2" X
1
4
" BC
4 SPOT DETAILS
S 6
16mm Ø SAG ROD
2" X 4" C-PURLIN WITH ANGLE CLEAT
0.6mm PRE-PAINTED RIB TYPE ROOF SHEET
3" PVC DOWNSPOUT
PRE-FAB (PAINTED) GUTTER
COVERED PLASTIC SCREEN
DETAIL 01
SCALE 1:30 M
DETAIL 02
SCALE 1:20 M
2
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING
GROUND FLOOR PLAN SECOND FLOOR PLAN ROOFDECK FLOOR PLAN
UP
7654321 8 9 10 11
20 19
12 13
14
18 17 16 15
UP
87654321
1110
4.00
2.88
canopy ln.
canopy ln.
9
12
20 19
2 3 4 5 6 7 81
9
1011121314151618
DN
8.2
D
19
GROUND TO SECOND STEPS:RISER @ 0.175 M.TREAD @ 0.30 M.
SECOND TO ROOFDECK STEPS:RISER @ 0.184 M.TREAD @ 0.30 M.
4
c
4
c
4
SCALE 1:100
1 STAIR PLAN
S 6
SCALE 1:15
3 STAIR ON GRADE
S 6
0.30 MTREAD
0.90
MHT
. OF
HAND
RAIL
SQUARE BAR GRILLS
PAINTED FIN.
CONCRETE STAIR
SEE STRUC. DET.
FLR. FIN.
B2- SEE
STRUC. DET.
FLOOR TILE
FIN.
VERI
FYRI
SER
2" NON-SLIP
BRASS NOZING
0.05
0.05
HANDRAIL
2"Ø STAINLESS
TYPICAL HANDRAIL DETAIL
SCALE 1:20
STAIR DETAIL
17 30
S6
225mm
36
0m
m
10Ø @ 250
10Ø
T=125
10Ø
12Ø @ 250
12Ø @ 250
4-12Ø
SLAB ON GRADE
.2
0 M
RIS
ER
0.30 M
TREAD
0
.
1
2
5
1-10MMØ NOZING BAR W/
10MMØ TIES @ 300 MM.O.C.
TEMP. BARS (TYP.)
10MMØ @ 300 MM. O.C.
12MMØ @ 100 MM. O.C.
BOTT. BARS (TYP.)
STEPS DETAIL
SCALE: 1:10 M
RAILING
0.1
0
0.7
00
.2
0
0.10
NON-SKID PLAIN CEMENT FLOOR
FINISH W/ GROOVE LINES
0.9
0
0.006
0.0
2
0.02
0.02
0.0
2
0.02
GROOVES
3 RAMP DETAIL
S 6
STAIR PLAN
STAIR DETAIL
RAMP DETAIL
MAIN STAIR(PORCH) ENTRY
SPOT DETAILS
.6
0
0.125
.2
0.7
0
GROUND FLR FFL
NGL
.80
4.00
STEPS WIDTH
12
34
1213
1415
16
1.60
STAIR LANDING
0.30
RUN
0.2
0
RIS
ER
2
S 6
STAIR ELEVATION
SCALE 1:20
OIC - ASSISTANT REGIONAL DIRECTOR
EMMANUEL W. DIAZ, CESE
REGIONAL DIRECTOR
RONNEL M. TAN, CESO IV
ENGINEER II
BILLY JOE M. MOSTER
CHARRY B. RABAGO
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
REGIONAL OFFICE NO. 1
Planning and Design Division
Bridges & Other Public Works Design Section
AGUILA ROAD, SEVILLA, SAN FERNANDO CITY, LA UNION
DESIGNED:
DATE:
CHIEF, PLANNING AND DESIGN DIVISION
ALBERTO B. ESQUEJO, JR.
DRAWN:
DRAFTSMAN II
PROJECT & LOCATION: SHEET CONTENTS: REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:
DATE: DATE: DATE:
CHIEF, BRIDGES & OTHERS PUBLIC WORKS DESIGN SECTION
RUEL O. BODESTYNE
SET NO.: SHEET NO.:
S
DINGRAS, ILOCOS NORTE
CONSTRUCTION OF STANDARD TYPE B/C
DINGRAS MPS BUILDING