A B C D E

LC L
0.75 LC L/4 L/4

10.85 SPLICE LENGTH

SEE TABLE
2.53 6.33 1.99
EQ. EQ.

TOP BARS AT
12mmØ DEFORMED BAR CANTILEVER'S TOP BARS TOP BARS
SAGRODS DISCONTINUOUS AT SUPPORT AT MIDSPAN
END

d
1 ANGEL BAR TRUSS (T-1) TUBULAR RAFTER (T-2)

2d EQ. EQ.
BOTTOM BARS BOTTOM BARS
AT SUPPORT AT MIDSPAN
2d
NO SPLICE
BOTTOM BARS 0.165 L1 BOTTOM BARS
SHALL BE
3.63

AT CANTILEVER'S AT SUPPORT ALLOWED 2d

TUBULAR RAFTER (T-2) DISCONTINUOUS FROM THE
END 50mm MAX.
AT SUPPORT FACE OF THE

3.600
SUPPORT

HOOP REINFORCEMENT HOOP REINFORCEMENT

SEE SCHEDULE SEE SCHEDULE

2 DISCONTINUOUS CONTINUOUS END CONTINUOUS END

7.85

ANGEL BAR TRUSS (T-1) TUBULAR RAFTER (T-2) FREE END "A" OR "B" "A" OR "B"
(SEE REMARKS) (SEE REMARKS)

TYPICAL BEAM DETAIL

4.22

TUBULAR RAFTER (T-2)

C-PURLINS SPACED
@ 500mm O.C. FOOTING SCHEDULE
DIMENSION REINFORCEMENTS

0.100
MARK l w t
(mm) (mm) (mm) Bar X SPACING Bar Y SPACING

3 ANGEL BAR TRUSS (T-1) TUBULAR RAFTER (T-2)

F1 1000 1000 250 6-16mmØ 150mm O.C. 6-16mmØ 150mm O.C.

8-12mm Ø VERTICAL SLAB SCHEDULE

THICKNESS REINFORCEMENTS

0.750
BARS w/ 10mmØ TIES
ROOF BEAM PLAN
MARK PARALLEL TO SHORT SPAN PARALLEL TO LONG SPAN
(mm)
@ 100mm O.C. Sow (One- Way) 120
AT SUPPORT
12mmØ @ 250mm
AT MIDSPAN
12mmØ @ 150mm
AT SUPPORT
12mmØ @ 250mm
AT MIDSPAN
12mmØ @ 300mm

0.075
Stw (Two- Way) 120 12mmØ @ 250mm 12mmØ @ 250mm 12mmØ @ 250mm 12mmØ @ 250mm
0.075
16mm Ø HORIZONTAL

0.250
BARS
FOOTING AND SLAB DETAIL

0.150
COLUMN (C-1): FOOTING TIE BEAM (FTB-1): BEAM (B-1):
1.000 100mm THK.
WELL-COMPACTED
250 0.25 0.25 0.20 0.20 1.000 GRAVEL FILL
0.250

10mm Ø BENT BARS @ 1/4 FROM SUPPORT

0.30

0.30

0.35

0.35
250

10mm Ø TOP AND BOTTOM BARS

12-16mm Ø SPACED @ 250mm B.W.

HORIZONTAL (L)

(L/4)
BARS SPACED (L/4)
0.250
1.000

8 - 12 MM SUPPORTS MID SPAN SUPPORTS MID SPAN @ 0.2 B.W.

250x250 MM
10mmØ VERT.TIES, 7 - 12 MM 7 - 12 MM
200x350 MM 200x350 MM 120mm. THK. SLAB
2@0.05, 4@0.075,
10mmØ VERT.TIES, 10mmØ VERT.TIES,
4@0.10REST @ 0.20 M. O.C
4@0.05, 6@0.075, 4@0.05, 6@0.075,
4@0.10REST @ 0.20 M. O.C 4@0.10REST @ 0.20 M. O.C

SLAB CROSS-SECTION DETAIL

COLUMN & BEAM SCHEDULE COLUMN-FOOTING DETAIL

CAD BY: SIGN AND SEAL: REPUBLIC ACT 545 SECTION 25(4) PROJECT TITLE: PROJECT OWNER: SHEET CONTENTS: SHEET NO.:

Drawing and Specification duly signed,stamped

or sealed as instrument of service are properties
NHEL ALBRECHT G. BABALCON NHEL ALBRECHT G. BABALCON of the Author whether the object for which they
CIVIL ENGINEER
CIVIL ENGINEER
are madeis executed or not .It is unlawful for any
person, without the writter consent of the author
PROPOSED ONE (1) STOREY RESIDENTIAL BUILDING
MARITES O. AVILA AS SHOWN
S-2
Bliss Site, Zone 4, Paranas, Samar of the said document to duplicate or copy for use
Cel. 0977-164-7148 PRC No. : 0184130 Validity: 07/05/2025 in other projects, whether executed partly or in
PTR No. : 9007946 Date: 01/24/2024 Place Issued: Catbalogan City whole LOCATION: BRGY. BAGSA, PARANAS, SAMAR SCALE: AS SHOWN 05 09