COLUMN SYMBOL & LEGEND :

A B C D D' E E' F A B C D D' E E' F A B C D D' E E' F

15.00 15.00 15.00

2.00 11.00 2.00 2.00 11.00 2.00 2.00 11.00 2.00

SLAB ON-FILL 250MM THK.
W/ 14MMØ TEMP. BARS
4.15 2.85 4.00 4.15 2.85 4.00 @ 150MM O.C.B.W. ON
100MM THK. WELL
4.15 2.85 4.00
COMPACTED GRAVEL BEDDING

1 1 C2F4
1
FTB-1 FTB-1
WF-1 WF-1 WF-1
2.00

2.00

2.00

2.00

2.00

2.00
C2F3 C2F3 C2F4 C2F4 C2F3 C2F3 C2F4

FTB-1

FTB-1

FTB-1
C1F1 WF-1 C1F1 C1F1 C1F1
FTB-1 CB-1
2 2 2
B-1

CB-1
WF-1 WF-1 C2 C2 S-2
C2 FTB-1 FTB-1 C2
CB-1
WF-1

FTB-1

FTB-1
3.00

3.00

3.00

3.00

3.00

3.00
B-1
WF-1

WF-1

B-1
WF-1 S-1

WF-1
WF-2 CB-1
C1F1 C1F1

CB-1

CB-1
S-1 S-1
WF-1
WF-1
WF-1

WF-1

C1F1 C1F1 FTB-1 FTB-1 FTB-1

3 C1F1 C1F1 3 3
WF-1 C1F1 C1F1 B-1 B-1 PC B-1 PC

CB-1
WF-2

FTB-1

FTB-1

FTB-1

FTB-1
WF-2
3.00

3.00

3.00

3.00

3.00

3.00
WF-1

WF-1

B-1

B-1
S-1

B-1
WF-1 S-1
3' 3' 3'
WF-2
C2F3 C2F3
WF-2 FTB-1 FTB-1 FTB-1 B-1 B-1
4 C1F1 C1F1 C1F1 C2F3 4 C2F3 4 COURTYARD
C1F1 C1F1
14.00

14.00

14.00

14.00

14.00

14.00
C1F1 C1F1 C1F1

B-1
FTB-1

FTB-1

FTB-1

FTB-1
WF-1

WF-1

WF-1

WF-1
WF-2
3.00

3.00

3.00

3.00

3.00

3.00
WF-1

WF-1
WF-1

WF-2
WF-2

B-1

B-1

B-1
STAIRWAY S-1
WF-1
20.00

20.00

20.00

20.00

20.00

20.00
WF-2

WF-2 B-1 B-1 B-1

C1F1 C1F1 C1F1
5 C1F1
5 FTB-1 FTB-1 FTB-1 C1F1
5
WF-2 WF-2
C1F1 C1F1 C1F1
WF-1

WF-1

CB-1
3.00

3.00

3.00

3.00

3.00

3.00
FTB-1

FTB-1
WF-2

WF-2

S-1

B-1
S-1

FTB-1
FTB-1

B-1
WF-2

B-1
WF-1

WF-1

WF-1
OPEN BELOW B-1 B-1
6 6 6

CB-1
C2F3 C2F3 FTB-1 FTB-1 PC PC
WF-1

WF-1

WF-1 S-1
2.00

2.00

2.00

2.00

2.00

2.00
CB-1
CB-1
6' WF-1
C1F1 C1F2
6' C1F1 C1F2
6' CB-1 S-2
B-1
7 7 7
WF-1

FTB-1
WF-1

WF-1
C1F1 C1F1 C1F1 C1F1 CB-1
4.00

4.00

4.00

4.00

4.00

4.00
C1F1 C1F1 C1F1 C1F1
WF-1
C2F3 WF-1 C2F3
C2F3 WF-1 C2F3
8 8 8
4.15 2.85 4.00 2.00 4.15 2.85 4.00 2.00 4.15 2.85 4.00 2.00

2.00 13.00 2.00 13.00 2.00 13.00

15.00 SLAB ON-FILL 100MM THK. 15.00 15.00

W/ 10MMØ TEMP. BARS @
0.40M O.C.B.W. ON 50MM
THK. WELL COMPACTED
GRAVEL BEDDING
1 FOUNDATION PLAN 2 FOOTING TIE BEAM PLAN 2 SECOND FLOOR FRAMING PLAN
SCALE SCALE SCALE
S 3 1:100 MTS
S 3 1:100 MTS
S 3 1:100 MTS

DRAWING AND SPECIFICATIONS DULY SIGNED, STAMPED OR SEALEDAS

INSTRUMENTS OF SERVICE ARE THE INTELLECTUAL PROPERTIES & DOCUMENTS
OF THE ARCHITECT, WHETHER THE OBJECT FOR WHICH THEY ARE MADE IS
PROJECT TITLE / LOCATION : OWNER : OWNERS APPROVAL : SHEET CONTENTS : DATE :
SHEET NO. :

FASTPHASE
EXECUTED OR NOT. IT SHALL BE UNLAWFUL FOR ANY PERSON, WITHOUT THE
CONSENT OF THE ARCHITECT OR AUTHOR OF SAID DOCUMENTS TO DUPLICATE OR
TO MAKE COPIES OF SAID DOCUMENTS FOR USE IN THE REPETITION OF AND FOR FOUNDATION PLAN DRAWN BY:
STRUCTURAL ENGINEER
ARCHITECTURAL ENGINEERING CONSULTANCY PRC NO.: VALIDITY :
OTHER PROJECTS OR BUILDINGS, WHETHER EXECUTED PARTLY OR INWHOLE.
PRESIDENTIAL DECREE NO. 49
NOV. 14 1974
" PROTECTION OF INTELLECTUAL PROPERTY "

WORKS OF ARTS, ARCHITECTURE, MODELS AND DESIGNARE CREATIVE WORK AND

CONSIDERED AS PART OF THE INTELLECTUAL PROPERTY OF THE AUTHOR DULY
PROTECTED UNDER PD 49
FOOTING TIE BEAM PLAN
SECOND FLOOR FRAMING PLAN
CHEKED BY :
REVIEWED BY :
S-3
CONTACT : 0961-795-9303 DATE :

4
JANUARY 2018
REPUBLIC ACT 8293 INTELLECTUAL PROPERTY LAW SECTION 186
UNIT 315 EAGLE COURT CONDO. BLDG., NO. 26 MATALINO ST. CENTRAL,Q.C. PTR NO.: ISSUED ON : WORK OF ARCHITECTURE - COPYRIGHT IN A WORK OF ARCHITECTURE SHALL
INCLUDE THE RIGHT TO CONTROL THE ERECTION OF ANY BUILDING WHICH
A P P R O V E D PLOTTING DATE :
ARCHITECTURAL
ISSUED AT : TIN NO.: RTJ DESIGN STUDIO
REPRODUCES THE WHOLE OR A SUBTANTIAL PART OF THE WORK EITHER IN ITS
ORIGINAL FORM OR IN ANY FORM RECOGNIZABLY DERIVED FROM THE ORIGINAL.