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Typical Footing Tie Beam Details: Schedule of Beams

The document outlines the structural details and reinforcement schedules for a renovation project of a two-storey residential house. It includes specifications for beams, slabs, and bars, along with typical details for footings and beams. The document is prepared by civil engineer Martin Fierre L. Gragasin and includes various notes and remarks regarding the reinforcement layout.

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ching garcia
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13 views1 page

Typical Footing Tie Beam Details: Schedule of Beams

The document outlines the structural details and reinforcement schedules for a renovation project of a two-storey residential house. It includes specifications for beams, slabs, and bars, along with typical details for footings and beams. The document is prepared by civil engineer Martin Fierre L. Gragasin and includes various notes and remarks regarding the reinforcement layout.

Uploaded by

ching garcia
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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L

L/4 L/4

BAR A (CONT. TOP BARS)


NGL b BEAM

BAR D, TOP BARS

COLUMN
STRIP
@ COLUMN STRIP

LL / 4
ALONG LONG SPAN
d

(CUT @ LL / 4)

SECTION BAR F (STIFFENERS) BAR B, CONTINUOUS


BOTTOM BARS ALONG
BAR D (CONT. BOT. BARS)
LONG SPAN (PROVIDED
ALL THROUGH OUT LL)
TYPICAL FOOTING TIE BEAM DETAILS BAR A, CONTINUOUS

LL (LONG SPAN)
BOTTOM BARS ALONG
SHORT SPAN (PROVIDED
ALL THROUGH OUT LS)

L BAR C, TOP BARS


L/4 L/4 @ COLUMN STRIP
BAR B (EXTRA TOP BARS BAR C (EXTRA TOP BARS ALONG SHORT SPAN
@ LEFT SUPPORT @ RIGHT SUPPORT (CUT @ LS / 4)
BAR A (CONT. TOP BARS)

BEAM

BEAM
b BAR F, CONTINUOUS
TOP BARS @ COLUMN

COLUMN
STRIP ALONG LONG

STRIP
d

LL / 4
SPAN
BAR E, CONTINUOUS
TOP BARS @ COLUMN
SECTION BEAM
BAR F (STIFFENERS) STRIP ALONG SHORT
L/5 BAR E (EXTRA BOT. BARS) L/5 SPAN
@ MID SPAN
BAR D (CONT. BOT. BARS) NOTES:
COLUMN STRIP COLUMN STRIP
Ls / 4 Ls / 4

TYPICAL BEAM DETAILS Ls SHORT SPAN 1. BAR B IS ON TOP OF BAR A


2. BAR D IS ON TOP OF BAR E
3. BAR C IS ON TOP OF BAR F

TYPICAL SLAB DETAIL


SCHEDULE OF BEAMS
SIZE REINFORCEMENT
SCHEDULE OF SLAB
MARK
b(mm) d(mm)
STIRRUPS REMARKS MARK THICKNESS BOTTOM BAR TOP BARS
BAR A BAR B BAR C BAR D BAR E BAR F
FTB 300 400 3 - 16Ø 3- 16Ø B
(mm) BAR A BAR B BAR C BAR D BAR E BAR F
2B - 1 250 350 3 - 16Ø 2 - 16Ø 2 - 16Ø 3 - 16Ø 2 - 16Ø 1 - 16Ø B
S-1 125 10Ø@0.15m 10Ø@0.15m 10Ø@0.15m 10Ø@0.15m 10Ø@0.30m 10Ø@0.30m
2B - 2 300 500 4 - 16Ø 2 - 16Ø 2 - 16Ø 3 - 16Ø 2 - 16Ø 2 - 16Ø B
2B - 3 250 300 2 - 16Ø 1- 16Ø 1 - 16Ø 3 - 16Ø 2 - 16Ø A CANTILEVERED
2B - 4 250 300 3 - 16Ø 3 - 16Ø A
RB - 1 250 300 3 - 16Ø 3 - 16Ø A
A 10Ø, 1@0.05, 5@0.10, 5@0.15, REST @0.20m
STIRRUPS
B 10Ø, 1@0.05, 5@0.10, REST @0.15m

CIVIL ENGINEER: SHEET CONTENTS: PRINT DATE: CAD BY: CJ GRAGASIN APPROVED BY OWNER: SHEET NO.: 6
PROJECT: RENOVATION OF 2 STOREY
RESIDENTIAL HOUSE

S
DESIGNED BY: M.F.GRAGASIN
MARTIN FIERRE L. GRAGASIN
BRENTWOOD RESIDENCES, DOLORES CAPAS AS SHOWN CHECKED BY: M.F.GRAGASIN
LOCATION:
TARLAC PRC: 0194121 PLACE: TARLAC CHESTER ARELLANO

OWNER: CHESTER ARELLANO PTR: 8761918 DATE: 01-12-24 DATE: APRIL 2024 1 2

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