STRUCTURAL STANDARD DETAILS MAIN REINFORCEMENT TO BE

CONTINUOS (TOP & BOTTOM BARS)

ø '0x' 000 LONG
MAIN REINFORCEMENT

1 OR 1/4 D
@ 300 O.C.

T
40
SLEEVES FORE UTILITY

D
CONSTRUCTION NOTES: PIPES WAX '/5 D

T/3
T/3
T/3

T
CONCRETE HOLLOW BLOCKS PROVIDE 3 ø ' 0 EXTRA BARS
GENERAL STANDARD CONCRETE SLABS REINFORCEMENT AS TABULATED BELOW SHALL BE PROVIDED
PLAN EACH SIDE OF SLEEVES
MAIN REINFORCEMENT TO BE
A. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE A. IF SLABS ARE REINFORCED BOTHWAYS THE SHORT SPAN UNLESS OTHERWISE SPECIFIED ON THE PLAN
REQUIRMENTS OF THE FOLLOWING BUILDING CODES: BOTTOM BARS SHALL BE PLACEDBELOW LONG SPAN BARS
CONTINUOS (TOP & BOTTOM BARS)
TYP. DETS. FOR SLEEVES
WHERE JOINT IS AT POINT OF
ACI 3'8 7' AND 3'8 77 AND TOP BARS, VICE VERSA. BLOCK REINFORCEMENTS
REMARKS
STRESS, PROVIDE SHEAR RODS THRU CONCRETE BEAM
THICKNESS WITH ENGINEERS APPROVAL
HORIZONTAL VERTICAL 30 BAR DIA 30 BAR DIA DOWN INTO EDGE BEAM EXTENDED
B. IN THE INTERPRETATION OF THESE DRAWINGS INDICATED B. LENGTH OF BAR CUT OFF SHALL BE AS SHOWN.
A. MIN. SPLICE @LAP = 30 (MIN.) (MIN.) 4 ø'2 X '800 LONG TOP BARS BEND
DIMENSIONS SHALL GOVERN AND DISTANCES OR SIZES SHALL 0.102 10mmø @0.60 M.O.C 10mmø @0.60 M.O.C B. PROVIDE RIGHT ANGLED BARS MIN. OF ',200 (4' 00") INTO BARS

D/3 D/3 D/3

NOT BE SCALED FOR CONSTRUCTION PURPOSES UNLESS REINF. @CORNERS 0.10 LONG
OTHERWISE NOTED; ALL DIMENSIONS ARE TO ROUGH CONC. L1 / 4 L1 / 4 L2 / 4 L2 / 4 0.152 10mmø @0.60 M.O.C 10mmø @0.60 M.O.C C. WHERE CHB WALL ADJOINING

D
COLUMNS, R.C BEAMS, WALL
SURFACES.

44
DOWEL WITH SAME SIZE AS
10mmø @0.60 M.O.C 10mmø @0.60 M.O.C

0.
VERT. OR HOR REINF SHALL 4 ø '2 BOTT.

33
BARS
FOUNDATION BE PROVIDED.

0.
BEAM

A. MINIMUM CONCRETE PROTECTION OF REINFORCING BARS TYPICAL SLAB & BEAM

SHALL BE 0.075M CLEAR FOR CONCRETE DEPOSITED L1/5 L1/5 L2/5 L2/5 REMOVAL OF FORMS CONSTRUCTION JOINT DETAILS
AGAINTS THE FORMWORKS. L1 L2 L3 STRIPPING OF FORMS AND SHORES SHALL BE AS FOLLOWS:

0.
33
TYPICAL EXTERIOR TYPICAL EXTERIOR CANTILEVER
B. BACKFILL SHALL BE PLACE IN LAYERS NOT EXCEEDING
0.'5 IN DEPTH. EACH LAYER MUST BE MOISTENED
1. FOUNDATIONS 2 DAYS TYPICAL CORNER SLAB DETAILS
2. COLUMNS 3 DAYS
AS DIRECTED AND DIRECTLY COMPACTED BEFORE PLACING 3. BEAM & GIRDERS 2' DAYS
THE NEXT LAYER. C. CONCRETE COVERING SHALL BE 8MM FOR TOP AND BOTTOM BARS. SEE CONSTRUCTION NOTES SEE CONSTRUCTION NOTES SEE CONSTRUCTION NOTES
4. BEARING & RETAINING WALLS 3 DAYS FOR MASONRY WALL REINFORCEMENT FOR MASONRY WALL REINFORCEMENT FOR MASONRY WALL REINFORCEMENT
5. SLABS '2 DAYS (TYPICAL)
D. TEMP. BARS TO SLABS SHALL BE GENERALLY PLACED NEAR (TYPICAL) (TYPICAL)
CONCRETE THE TENSION FACE AND SHALL NOT BE LESS THAN 0.0025 bt. 6. CANTILEVER BEAMS & SLABS 28 DAYS FIN. FLR. LVL.
DOWEL BARS TO MATCH DOWEL BARS TO MATCH

600 MIN. VARIES

CHB VERTICAL BARS CHB VERTICAL BARS
DESIGN WORKING STRESSES FOR CONCRETE ARE BASE ON THE
CONCRETE WALLS NGL
DOWEL BARS TO MATCH 300 300 WHERE DEPRESSED SLAB

VARIES
FOLLOWING 28 DAYS ULTIMATE COMPRESSIVE STRENGTH. OCCURS
CONCRETE COLUMNS

250 400
CHB VERTICAL BARS ø '0 BOTT. BARS
(TYP.)
A. UNLESS OTHERWISE INDICATES IN THE PLANS THE R.C WALL ø '0 BOTT. BARS
@300 O.C (TRANSVERSE)
CAST IN PLACE SLABS, CONVENTIONAL BEAMS A. CONSTRUCTION JOINTS IN COLUMNS SHALL BE LOCATED FOR BARS SHALL ENCLOSE THE VERTICAL BARS.

250
@300 O.C (TRANSVERSE)
WALL, STAIRS AND FOOTINGS UNLESS OTHERWISE AT THE TOP OF THE PEDESTAL OR FOOTINGS AT MID HEIGHT B. REINFORCING BARS TO BE 0.03M CLEAR FROM THE FACE OF
SPECIFIED . . . . . . . . . . . . . . . . . . . .f ' c = 4,000 psi OF COLUMN AND FLOOR LINE. THE WALL EXCEPT IN 0.'0M WALL WHERE THEY SHALL BE @ 3 ø '0 STRAIGHT BARS
SLAB ON FILL . . . . . . . . . . . . . . . . . . f ' c = 2,500 psi THE CENTER. 3 ø '0 STRAIGHT BARS
ALL COLUMNS . . . . . . . . . . . . . . . . . f ' c = 4,000 psi 400
B. ALL TIES SHALL BE FASTENED TO COLUMN VERTICAL REIN C. CARRY VERTICAL BARS 0.50M ABOVE FLOOR LEVEL TO PRO 300 300
FORCEMENT BY MEANS OF WIRES AT ALL INTERSECTION VIDE FOR SPLICES WHEN NECESSARY ELSEWHERE STOP @
REINFORCEMENT POINTS OF TIES AND COLUMNS REBARS. 0.05M BELOW THE TOP OF THE SLABS. TYPICAL CHB FOOTING DETAILS (WHERE IF APPLICABLE)
D. HORIZONTAL & VERTICAL BARS IF NECESSARY SHALL BE ø' 2 X '000 LONG @
PROVIDE THESE ADDITIONAL BARS FOR MID DEPTH OF SLAB
ALL MILD REQUIRMENT SHALL BE NEW BILLET STEEL C. NOT MORE THAN ONE HALF (1/2) OF TOTAL NUMBERS OF SPLICE BY LAPPING A DISTANCE OF 24 DIA. AND ALL OPENINGS PLUS BARS 9NOT SHOWN) @ EACH CORNER
INTERMEDIATE GRADE ( fy = 40,000 psi ) DEFORMED BARS BARS SHALL BE SPLICE AT THE SAME LEVEL. WIRED SECURELY WITH #'6 G.I WIRED PROVIDED THAT SPLICES PARALLEL TO SIDE OF OPENING EQUAL TO
EXCEPT FOR COLUMN VERTICAL BARS IN ADJACENT BARS AND STAGGERED AT LEAST .50 M.O.C THE NUMBER OF TERMINATED BARS AT OPENING ' ø'2 TOP &

4O DIA. OR 600mm MIN.

BOTTOM BARS
WHICH SHALL BE GRADE 60. SEE ARCHITECTURAL & MECHANICAL PLANS
FOR SLAB OPENING LOCATION. 38 mm CLEAR
A. UNLESS OTHERWISE NOTED IN THE PLANS CAMBER ALL 30 BAR DIA 30 BAR DIA

VERIFY DEPRESSION
R.C BEAM AND GIRDERS ATE LEAST 6MM FOR EVERY (MIN.) (MIN.)

400
0.075
4.50M OF SPAN EXCEPT CANTILEVERS WHICH SHALL BE
'8MM FOR EVERY 3.00M OF SPAN.
WINDOW
0.075
B. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS OPENING
USE 25MM ø SEPARATORS SPACED @ '.00 M. O. C.

400
C. IF BEAM REINFORCING BARS END IN A WALL, THE CLEAR
IN TWO WAY SLAB EXTEND
DISTANCE FROM THE BAR TO THE FARTHER FACE OF THE WALL 38 mm CLEAR
BARS UP TO BEAM SUPPORT
SHALL NOT BE LESS THAT 5 DIAMETER THE REINFORCING BAR OMIT TRIMMER BARS WHERE
SHALL TERMINATE ON A STANDARD 90° OPENING IS FRAMED BY BEAM
D. WHEN A BEAM CROSSES A GIRDER, REST BEAM BARS ON TOP D. LAP WELDED SPLICE MAYBE USED. THE CAPACITY OF THE 30 BAR DIA
(MIN.)
TYP. EXTERIOR WDW & DOOR OPENING
OF GIRDER BARS. WELD PROVIDED SHALL BE '25% LARGER THAN THE TENSILE TYPICAL SLAB OPENING DETAIL
E. LENGTH OF BARS CUT OFF AND CLEARANCES SHALL BE AS CAPACITY OF BIGGER BAR BEING SPLICED. NO BUTT WELDED '2 THK. EXPANSION JOINTS
WITH MASTIC FILLER
SHOW UNLESS OTHERWISE INDICATED IN PLANS. SPLICED ARE ALLOWED UNLESS OTHERWISE PERMITTED BY THE TYPICAL DETAIL FOR BEAM OR SLAB
STRUCTURAL ENGINEER.
CHANGE SOFFIT ø'6 VERT BARS
FOR SIZE AND SPACING
OF HOR.& VERT. BARS
CONSTRUCTION JOINTS ø'6 VERT BARS FOR SIZE AND SPACING SEE CONSTRUCTION NOTES
240 OR 300mm (MIN.) OF FOR & VERT. BARS
A. CONSTRUCTION JOINTS SHALL BE NEAR THE MIDDLE OF SPAN DOWEL BARS TO MATCH
DOWEL BARS TO SEE CONSTRUCTION NOTES

400
OF SLABS, BEAMS, OR GIRDER AT BEAM GIRDER INTERSECTION FOR SIZE AND SPACING CHB VERT. BARS
L1 / 4 L1 / 4 L2 / 4 L2 / 4 MATCH VERT. BARS
THE CONSTRUCTION JOINTS ON THE GIRDER SHALL BE OFFSET FLOOR SLABS OR BEAM
OF FOR & VERT. BARS
A DISTANCE EQUAL TO TWICE THE WIDTH OF THE BEAM. SEE CONSTRUCTION NOTES 2 ø '2 TOP BARS

400
DIOGONAL BARS SHALL BE PROVIDED TO RESIST 100% SHEAR 2 ø '2 BOTT. BARS

400
CHB
AT THE CONSTRUCTION JOINTS.
CORNER WALL
1. ALL JOINTS AND CELLS CONTAINING OPENING OR END WALL SECTION
L1/6 L1/6 L2/6 L2/6 B. WHERE A JOINTS IS TO BE MADE THE SURFACE OF THE VERIFY ARCHITECTURAL REINFORCING BARS SHALL BE FILLED
CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE WITH CONCRETE GROUT.
L1 L2 L3 CHB ø '0 STIRRUPS
STANDING WATER REMOVED. VERTICAL JOINTS SHALL ALSO BE R.C. COLUMN OR WALL
2. FOR REINFORCEMENT SEE ø'6 VERT BARS @ '50 mm O.C
TYPICAL EXTERIOR TYPICAL EXTERIOR CANTILEVER THOROUGHLY WETTED AND COATED WITH NEAT CEMENT GROUT
CONSTRUCTION NOTES. ø'6 VERT BARS
IMMEDIATELY BEFORE PLACING A NEW CONCRETE. '2 THK. EXPANSION JOINTS CHB WALLS
WITH MASTIC FILLER '2 THK. EXPANSION JOINTS
WITH MASTIC FILLER
STRUCTURAL STEEL ø '6 CONT. BARS
25mm ø F. TOP BARS SHALL BE LOACATED AT ø '6 VERT BARS
FOR FLOOR SLABS ONLY
400

SEPARATOR MID SPAN AND BOTTOM BAR SPLICES STRUCTURAL FRAMES SHALL BE A 36 STRUCTURAL STEEL

(DOWEL)
AT COLUMN SUPPORTS, UNLESS ( fy = 36,000 psi ) FOR SIZE AND SPACING

400
0.038

OTHERWISEINDICATED ON PLANS. OF FOR & VERT. BARS FIN. FLR. LEVEL

SEE CONSTRUCTION NOTES 400
0.038 0.038
TYPICAL SECTION OF MASONRY

G:\loptop\engineering(norsu)\toledo\2-Storey Residential.rvt
INTERSECTION WALL ELEVATION
PARTITION REINFORCEMENT TYPICAL DET. OF LINTEL BEAM
TYPICAL CONNECTION DETAILS OF MASONRY WALL
ST CHB WALL OPENING

MEMBER OF THE STUDENT: SIGN & SEAL APPROVED AS TO PLANS SHEET CONTENTS SHEET NO

PROPOSED 2-STOREY RESIDENTIAL

BABOR, SAMUEL JR. B. PROJECT TITLE
ENGR. CARMEL HUBERT BANUA
PROFESSIONAL CIVIL ENGINEER BUILDING
CAGANG, FEGIEL E.
PRC REG. NO. VALIDITY DEJARISCO STRUCTURAL S-1
MOSCOSO, J BRYAN CARLO L.
LOCATION BONG BONG VALENCIA, NEG. OR. OWNER
NIERE,MARLON A. PTR NO.: ISSUED ON:
TIN: ISSUED AT: PREPARED BY: ADDRESS : BAGACAY, DUMAGUETE CITY 9-13
 TOP OF R-BEAM

0.30

7 HO O PS AT 0.10m
BOT OF R-BEAM

0.60
4-16mm COLUMN
MAIN REBARS &
4-12mm EXTRA BAR

9 HO O PS AT 0.15m
3.00
FULLY WELDED

2.70

1.50
1.3
A B C D E
2
1 - 1/4" x 2" x 2"ANGLE BAR TOTAL HOOPS:
2ND FLR LVL - BOT. OF R-BEAM
1.3
2
TOP & BOTTOM CHORD = 23 HOOPS
6.6
7

7 HO O PS AT 0.10m
1.3
1 - 3/16" x 1 1/2" x 1 1/2"
2

0.60
11.55
1.3 ANGLE BAR
0.600.600.600.60 1.20
2
WEB MEMBERS 2ND FLR. LINE
0.6
2"X3" C-PURLINS 9
0.6

0.40
SPACED @ 0.60 O.C 0.6 9
FT-1 FT-1
9
1 1

7 HO O PS AT 0.10m
0.15

0.15
BOT OF BEAM

1.97
1.20 1.14 1.14 1.14 1.14

0.60
1-A
FT-1 FT-1

1.97
2 2 FULL TRUSS (FT-1) 4-16mm COLUMN
FT-1 FT-1 MAIN REBARS &
10.61

4-12mm EXTRA BAR

9 HO O PS AT 0.14m
3.00
1.97
3 3

2.60

1.40
FT-1 FT-1 TOTAL HOOPS:
4 T.O. FTNG. - BOT. OF BEAM
= 31 HOOPS
1.97

4.24
FT-1 FT-1

7 HO O PS AT 0.10m
2.24

5 5

0.70
S.O.F. (SLAB-ON-FILL)
1.1
4
6 FT-2 FT-2 6 3.6
1.1 7
4
4.92 6.63 ROAD LEVEL
0.6
11.55 9
0.6

8 HO O PS AT 0.15m
0.6 9
9

1.05
0.15

0.15

1.00
0.60 0.60 0.99 0.99 1.98

1.20 3.96

0.23
0.30
A B C D E 6.36

1 ROOF FRAMING PLAN

FULL TRUSS (FT-2) 7-12mm MATTING BARS
A-3 S-2
1 : 100
EQUALLY SPACED
BOTHWAYS.

0.25
1.20
4-16mm COLUMN
MAIN REBARS &
2 TRUSSES DETAIL 4-12mm EXTRA BAR
S-2
1 : 50
0.40

1.20
F2-C1 DETAIL

G:\loptop\engineering(norsu)\toledo\2-Storey Residential.rvt
4
S-2
1 : 25

MEMBER OF THE STUDENT: SIGN & SEAL APPROVED AS TO PLANS SHEET CONTENTS SHEET NO

PROPOSED 2-STOREY RESIDENTIAL

BABOR, SAMUEL JR. B. PROJECT TITLE
ENGR. CARMEL HUBERT BANUA
PROFESSIONAL CIVIL ENGINEER BUILDING
CAGANG, FEGIEL E.
PRC REG. NO. VALIDITY DEJARISCO STRUCTURAL S-2
MOSCOSO, J BRYAN CARLO L.
LOCATION BONG BONG VALENCIA, NEG. OR. OWNER
NIERE,MARLON A. PTR NO.: ISSUED ON:
TIN: ISSUED AT: PREPARED BY: ADDRESS : BAGACAY, DUMAGUETE CITY 7-13
 TB-1

A B C D E A B C D E A B C D E

B-1
10.18 10.18
9.03
1.15 5.00 4.03
1.15 5.00 4.03
5.00 4.03

1.00 1.50 1.00

TB-1 RB-1
B-1
1 TB-1
1 1 B-1
1 1 1
1.39

1.36
TB-1
B-1
1-A 1-A 1-A

3.00
TB-1

RB-1

B-1

2.06

2.26

RB-1
TB-1

B-1

5.16
RB-1

6.21
2 2 2 S-1 DN 2 2 2

B-1
4.61

RB-1

RB-1
1.66

9.30

8.96
S-1

3.00
RB-1

10.73
10.77
7.96
3 3 3 3 3 3
11.26

TB-1 B-1
B-1 RB-1
4 4 4

9.87
TB-1

RB-1
1.99
3.80

3.80
10mm ø MATT. BARS SPACED S-1
@ 0.5m O.C. BOTH WAYS S-2 RB-1
TB-1

4.56

B-1
5.26

1.09
B-1
TB-1 S-1
B-1 RB-1
5 5 5 5 5 5

1.64
TB-1

1.91

6 6 6 6 6 6

5.00 4.03

4.84 5.52 4.65 1.53 4.03

9.03
10.36
10.18

A B C D E
A B C D E A B C D E

2 FOUNDATION PLAN 1 SECOND FLOOR BEAM PLAN 3 ROOF BEAM PLAN

A-3 S-3
1 : 100 A-3 S-3
1 : 100 A-3 S-3
1 : 100

G:\loptop\engineering(norsu)\toledo\2-Storey Residential.rvt
MEMBER OF THE STUDENT: SIGN & SEAL APPROVED AS TO PLANS SHEET CONTENTS SHEET NO

PROPOSED 2-STOREY RESIDENTIAL

BABOR, SAMUEL JR. B. PROJECT TITLE
ENGR. CARMEL HUBERT BANUA
PROFESSIONAL CIVIL ENGINEER BUILDING
CAGANG, FEGIEL E.
PRC REG. NO. VALIDITY DEJARISCO STRUCTURAL S-3
MOSCOSO, J BRYAN CARLO L.
LOCATION BONG BONG VALENCIA, NEG. OR. OWNER
NIERE,MARLON A. PTR NO.: ISSUED ON:
TIN: ISSUED AT: PREPARED BY: ADDRESS : BAGACAY, DUMAGUETE CITY 6-13
 10MM∅ BOTTOM. BARS, CL CL
SPACED AT 0.30 M. O.C.,
10MM∅ TOP. BARS,
SPACED AT 0.30 M.O.C.

0.15 0.15 0.15 0.15 0.15

10MM∅ CUT BARS, SPACED AT
0.30 M. O.C., (On top of bottom
straightbars)

2-16mm 2-16mm

D
2-16mm 2-16mm

0.30
0.30
B B

0.30
AT MIDSPAN

0.30
AT SUPPORT

0.15
2-12mm Ø SIDE BARS

LONG SPAN
0.15
B EAM S C H E D U LE

0.15
10mm DEF. BAR Size S T E E L R E I N F O R C E M E N T S
LONG DIRECTION

0.15
SPCD AT 0.30m O.C. STIRRUP

0.15
Bottom Top
10MM∅ STRAIGHT Reinforcement Reinforcement
B D (10MM Ø)
BOTTOM BARS SPACED Beam Mark (width) (width) Web
AT 0.30M O.C.,BOTHWAYS. mm mm Bars
10mm DEF. BAR Continous Additional Additional (UNLESS NOTED OTHERWISE) Remarks
SHORT DIRECTION Bottom Bottom bars Continous Top Bars@ Support
BENT BARS SPACED
SPCD AT 0.15m O.C. bars @ midspam Top Bars
Center
AT 0.30M O.C.,BOTHWAYS.

"C" "D" "A"

Beam Size

TB 200 300 2-Ø16 2-Ø16 N/A 1-Ø10; 5@50mm; 5@750mm; 5@100mm;5@

150mm;REST@200mm O.C. to CL
B1 300 400 2-Ø16 2-Ø16 2-Ø16 2-Ø16 N/A 1-Ø10; 5@50mm; 5@750mm; 5@100mm;5@
10mm DEF. BAR 10mm DEF. BAR 150mm;REST@200mm O.C. to CL
LONG DIRECTION SHORT DIRECTION 1-Ø10; 5@50mm; 5@750mm; 5@100mm;5@
SPCD AT 0.30m O.C. SPCD AT 0.15m O.C. RB 200 300 2-Ø16 2-Ø16 N/A
10MM∅ CUT BARS, 150mm;REST@200mm O.C. to CL
SPACED AT 0.30 M.

100
O.C., (On top of bottom straightbars)
10MM∅ STRAIGHT
BOTTOM BARS SPACED 10MM∅ BOTTOM. BARS,
AT 0.30M O.C.,BOTHWAYS. SPACED AT 0.30 M. O.C., NOTE:
(Arrange asshown)
SHORT DIRECTION BAR SHOULD BE
10MM∅ BENT-UP BARS 10MM∅ TOP. BARS,
SPACED AT 0.30 M. BELOW THE LONG DIRECTION BAR.
SPACED AT 0.30M O.C.,BOTHWAYS.
O.C., (Arrange asshown) 4.27
0.30 0.30 0.30

SHORT SPAN
0.10

0.30 0.30 0.30 0.15 0.15 0.15

16mm TOP BAR

L/4 L/4 SPCD AT 0.15m O.C.

10mm BOTTOM TEMPERATURE

BARS SPCD AT 0.20m. O.C.
4 S1 (TWO WAY) SLAB DETAILS 5 S2 (ONE-WAY SLAB DETAIL)
S-4
1 : 30 S-4
1 : 25
1" GI PIPE RAILINGS
(S-20) 10mm TOP TEMPERATURE BARS
SPCD AT 0.20m. O.C.
1 1/2" GI PIPE RAILINGS
E & VERTICAL BALLUSTER
LANDING
(S-20)

0.20
0
ALUMINUM SCREEN SAG ROD 10mm L STIFFENER BAR 1.0
.
ON 1"x2" FRAMING
2"X3" C-PURLIN 10mm CORNER BAR B-2
.
4" THK. C.H.B. ROOFING SHEET 10mm BOTTOM TEMPERATURE
1 - 1/4" x 2" x 2"ANGLE BAR BARS SPCD AT 0.30m. O.C. 16mm BOTTOM BAR
C1 SPCD AT 0.15m. O.C.
TOP & BOTTOM CHORD 10mm TOP TEMPERATURE
BARS SPCD AT 0.30m. O.C. 1.57
16mm BOTTOM BAR
SPCD AT 0.15m. O.C.
0
CONCRETE ROOF BEAM 3/4" THK. FIBER 1.0
0.30
CEMENT FASCIA BOARD 16mm BOTTOM BAR
SPCD AT 0.15m. O.C.
STAIR SECTION

0.20
16mm VERTICAL & TOP CUT BAR
SPCD AT 0.15m O.C.
CHB
10mm ø REBARS G.I. BASKET STRAINER

2-12mm LONGITUDINAL BAR

0.70

G:\loptop\engineering(norsu)\toledo\2-Storey Residential.rvt
0.20
16mm TRANSVERSE BAR
SPCD AT 0.15m. O.C.
0.80
1 EAVES DETAIL
A-4 S-4
1 : 30 STAIR FOOTING 2 STAIR DETAILS
S-4
1 : 25
MEMBER OF THE STUDENT: SIGN & SEAL APPROVED AS TO PLANS SHEET CONTENTS SHEET NO

PROPOSED 2-STOREY RESIDENTIAL

BABOR, SAMUEL JR. B. PROJECT TITLE
ENGR. CARMEL HUBERT BANUA
PROFESSIONAL CIVIL ENGINEER BUILDING
CAGANG, FEGIEL E.
PRC REG. NO. VALIDITY DEJARISCO STRUCTURAL S-4
MOSCOSO, J BRYAN CARLO L.
LOCATION BONG BONG VALENCIA, NEG. OR. OWNER
NIERE,MARLON A. PTR NO.: ISSUED ON:
PREPARED BY: CASTRO, C.P.J. ADDRESS : BAGACAY, DUMAGUETE CITY
TIN: ISSUED AT:

8-13