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Concrete Gutter (Gutter To Column) : 10mmø Lateral Ties Spaced 2@0.05, 3@0.10, REST @0.175

The document shows a diagram of a concrete gutter with reinforcement bars and specifications. It details the placement of 10mm diameter horizontal and vertical reinforcement bars spaced at 0.15m within the gutter walls and floor. It also specifies the use of 3 inch concrete nails spaced at 0.1m in horizontal and vertical directions within the gutter walls and ties them to the reinforcement bars with No. 16 G.I wire. The base below the gutter consists of 0.1m thick gravel/boulders base course above 1.1m thick fine sand base course, both compacted to 98% maximum dry density.

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Felix Albit Ogabang Iii
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107 views1 page

Concrete Gutter (Gutter To Column) : 10mmø Lateral Ties Spaced 2@0.05, 3@0.10, REST @0.175

The document shows a diagram of a concrete gutter with reinforcement bars and specifications. It details the placement of 10mm diameter horizontal and vertical reinforcement bars spaced at 0.15m within the gutter walls and floor. It also specifies the use of 3 inch concrete nails spaced at 0.1m in horizontal and vertical directions within the gutter walls and ties them to the reinforcement bars with No. 16 G.I wire. The base below the gutter consists of 0.1m thick gravel/boulders base course above 1.1m thick fine sand base course, both compacted to 98% maximum dry density.

Uploaded by

Felix Albit Ogabang Iii
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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10mm Ø BARS,SP. @ 0.

15m
0.04
0.40
10mm Ø BARS,SP. @ 0.15m 0.09 0.10

0.13
0.09
10mm Ø BARS,SP. @ 0.15m HORIZONTAL TOP OF PARAPET

0.08
10mmØLATERALTIESSPACED
2@0.05,3@0.10,REST@0.175

10mm Ø BARS,SP. @ 0.15m

0.14
3 INCHES CONCRETE NAILS SPACE @ 0.10 BOTH 10mm Ø HORIZONTAL
HORIZONTAL AND VERTICAL DIRECTION BARS,SP. @ 0.60m OC, &
0.65 " NO. 16 G.I WIRE TIE TO THE CONCRETE NAIL 10mm Ø VERTICAL BARS, SP.

1.00
4-16MM DEFORM BARS

0.05
@ EVERY 3-LAYERS OF CHB.

0.06
TOP OF CONCRETE GUTTER STIFFENER VERTICAL

0.30
10mm Ø BARS,SP. @ 0.15m VERTICAL BARS
4"x 8" CHB WALL
0.40

NO. 16 G.I WIRE TIE TO THE CONCRETE NAIL PAVER BLOCKS 2 X 6


TOP OF CONCRETE GUTTER FLOORING 10mm Ø HORIZONTAL

0.09
BARS,SP. @ 0.60m OC, &
BOTTOM BEAM /CONCRETE GUTTER 10mm Ø VERTICAL BARS, SP.
@ EVERY 3-LAYERS OF CHB.

0.11
0.06
4"x 8" CHB WALL
10mm Ø HORIZONTAL

0.40
3 INCHES CONCRETE NAILS SPACE @ 0.10 BOTH BARS,SP. @ 0.60m OC, &
4 " PVC PIPE HORIZONTAL AND VERTICAL DIRECTION 10mm Ø VERTICAL BARS, SP.
@ EVERY 3-LAYERS OF CHB.

0.10

0.30
1.10m THK. FINE SAND BASE
COURSE COMPACTED TO 98% MDD
BASE ON ASTM D-698

0.10m THK. GRAVEL/BOULDERS BASE


COURSE COMPACTED TO 98% MDD

0.10
BASE ON ASTM D-698
A CONCRETE GUTTER (GUTTER TO COLUMN) .

1.25
1 1 SCALE: 1: 100 MTS.

10mm Ø BARS,SP. @ 0.15m 0.04


0.40
10mm Ø BARS,SP. @ 0.15m 0.09 0.10
0.13

0.09
10mm Ø BARS,SP. @ 0.15m HORIZONTAL TOP OF PARAPET

0.25
0.08

10mm Ø BARS,SP. @ 0.15m


0.14

3 INCHES CONCRETE NAILS SPACE @ 0.10 BOTH

0.10
HORIZONTAL AND VERTICAL DIRECTION
0.65 " NO. 16 G.I WIRE TIE TO THE CONCRETE NAIL
1.00
0.05
0.06

TOP OF CONCRETE GUTTER STIFFENER 0.10m THK. GRAVEL/BOULDERS BASE


COURSE COMPACTED TO 98% MDD
0.30

10mm Ø BARS,SP. @ 0.15m VERTICAL BARS BASE ON ASTM D-698


0.40

NO. 16 G.I WIRE TIE TO THE CONCRETE NAIL .


TOP OF CONCRETE GUTTER FLOORING

BOTTOM BEAM /CONCRETE GUTTER


10mm Ø BARS,SP. @ 0.15m HORIZONTAL BARS COLUMN ELEVATION DETAIL
0.11

A
0.06

1 1 SCALE: 1: 100 MTS.

3 INCHES CONCRETE NAILS SPACE @ 0.10 BOTH


4 " PVC PIPE HORIZONTAL AND VERTICAL DIRECTION

A CONCRETE GUTTER (GUTTER TO BEAM)


SCALE: 1: 100 MTS.
1 1

PREPARED BY: CHECKED BY: APPROVED BY: PROJECT TITLE:

AS-BUILT PLAN PHASE 4 PLAZA

ENGR.LACORTE, JUFREY ALDALLASA MA. VICTORIA L. ONTANILLAS-PIZARRO, CPA


MUNICIPAL ENGINEER MUNICIPAL MAYOR LOCATION:

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