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Column 1: Typ. Column - Footing Detail Detail of Tie Beam

The document contains architectural and structural details for a construction project in the Philippines, including specifications for roofing, insulation, beams, and footings. It outlines dimensions, materials, and reinforcement requirements for various structural elements. Additionally, it includes design and compliance information related to the project and the responsible civil engineer.
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0% found this document useful (0 votes)
12 views1 page

Column 1: Typ. Column - Footing Detail Detail of Tie Beam

The document contains architectural and structural details for a construction project in the Philippines, including specifications for roofing, insulation, beams, and footings. It outlines dimensions, materials, and reinforcement requirements for various structural elements. Additionally, it includes design and compliance information related to the project and the responsible civil engineer.
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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REPUBLIC OF THE PHILIPPINES

DPWH

0.08
0.20 OFFICE OF THE BUILIDING OFFICIAL
G.I.#26 SHEET
PRE-PAINTED
LONG SPAN ROOFING
INSULATION
G.I.SHEET
WALL CAPPING

0.08
SEALANT
G.I.SHEET
FLASHING

0.60

0.60
SMOOTH PLASTERED
FINISH W/
NEUTRALIZER

C-PURLIN

0.4
BOTTOM OF ROOF BEAM
BEAM
ROOF BEAM
A B D
3/8" THK. 50mm x 50mm
GYPSUM BOARD GROOVE

10.03
4.10 2.50 3.44
0.15
VS
1 VS VS
STRUCTURAL
WF
VS

3.58

3.58
C1/F1 C1/F1 C1/F1 C1/F1 VS

3.00
VS
WF TB
VS VS
TB WF TB 100 MM THK. TB

0.45
SLAB ON FILL
@ .50 OC BW

VS
1' VS TB C1/F1 WF VS VS

8.20

8.20
1.11

1.11
C1/F1 1.50
2 TB
WF TB TB

1.24 1.44

1.44
C1/F1 C1/F1
VS TB VS
TB VS
2' WF TB REBARS:

0.83
TB
2" C1/F1

1.24
TB TIES:
C1/F1 3@.75, 5@.10, REST
SECOND FLOOR LEVEL 3 TB @.20 TO MIDHEIGHT
C1/F1 C1/F1

0.45
1.50
BEAM
4.09
9.34
2.50 2.75
COLUMN 1
0.2 0.4

CANOPY
0.1
0.2

LINTEL
0.1

BEAM
0.33 0.05
DOOR JAMB
3.20

DRIP 0.02
EDGE 0.15
DOOR LEAF

BOTHWAYS

@ 3-.75, 5-.10, REST @ .20M.

GROUND FLOOR LEVEL SCHEDULE OF FOOTINGS FINISH FLOOR LINE


0.10

X (width) Y (length) REBARS ALONG X REBARS ALONG Y


FOOTING T (m) D (m)
(m) (m) PCS PCS TB

0.50
0.50

GRAVEL FILL
0.40

BACK FILL NAT. GRADE LINE


NATURAL GRADE LINE F1 1.50 1.50 0.30 1.50 8 16 MM 8 16 MM ON FILL
X (1.50)
NGL
TIEBEAM
NOTE: STIRRUPS for LB NOTE: STIRRUPS for LB
5@ 0.10; 10@ 0.15; REST @ 0.20 m OC 5@ 0.10; 10@ 0.15; REST @ 0.20 m OC
D (1.50)
1.20

Y (1.50)

1.50
1.50

COLUMN
BOTHWAYS
T (0.30)

2-16 mm 3-16 mm

GRAVEL FILL
X (1.50) SPACED @ 0.20 m SPACED @ 0.20 m
ON CENTER ON CENTER

0.30
PLAN SECTION
0.30

3-16 mm 2-16 mm
@ SUPPORT 'S' @ MIDSPAN 'M'
0.10

GRAVEL FILL
S TYP. COLUMN - FOOTING DETAIL S DETAIL OF TIE BEAM 1.50
1 03 SCALE: N.T.S 1 04 SCALE 1:20 M.
SUB-GRADE

PREPARED IN THE OFFICE OF: R.A. 9266 Section 33 DESIGN BY: P.R.C.: 85005 PROJECT TITLE: CONFORMED BY: SHEET CONTENTS: SHEET NO.

This drawing are instrument of P.T.R. NO.: 3407889


JOHN LEONARDI T. TAN
CIVIL ENGINEER, SAFETY OFFICER, POLLUTION CONTROL OFFICER
service are the property and
documents of the Architect. It
shall be unlawful for any person DATE: 1/04/2021 AS SHOWN S-1
PHASE 1 BLOCK 9 LOT 15 NHA BRGY. BAKHAW, MANDURRIAO, I.C. without the written consent of

85005 PHONE NO.: 0949-113-79-79, 0956-786-65-32


the Architect or author of the
said documents to duplicate or
copy said instruments.
JOHN LEONARDI T. TAN
CIVIL ENGINEER
T.I.N.:

PLACE:
923-417-334

ILOILO CITY LOCATION: OWNER CADD BY: CHECKED BY: DATE:


3

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