This document contains engineering plans and schedules for the construction of a two-story marine multi-species hatchery building, including foundation plans, framing plans, roof plans, column details, and schedules. The plans show dimensions, materials, and reinforcement details for the building's slab foundations, columns, beams, trusses, and roof structure. Column reinforcement is specified in a schedule. The project title, location, approvals, and other administrative details are also provided.

1. 4.00 4.00 4.00 4.00 4.00
28.00
4.00
4.00
3.00
4.00
4.00
1.83
20.83
4.00 4.00 4.00 4.00
4.00
4.00
3.00
19.00
4.00
28.00
4.00
4.00
4.00 4.00
4.00
FTB2
4.00
FTB1 FTB1 FTB1 FTB1
FTB1 FTB1 FTB1 FTB1 FTB1
FTB1 FTB1
FTB1 FTB1
FTB1 FTB1
FTB1 FTB1
FTB1 FTB1
FTB1
WF1
WF1
WF1
FTB2
FTB2
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB2
FTB2
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB1
FTB2 FTB1
A B E
C D F G H
1
2
3
4
5
6
WF1
WF1
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
C2F2 C2F2
C2F2 C2F2
C1F1
C1F1 C1F1 C1F1 C1F1 C1F1
C1F1
C1F1 C1F1 C1F1 C1F1
C1F1 C1F1
C1F1 C1F1 C1F1
C1F1
C1F1 C1F1
C1F1
C1F1 C1F1
C1F1 C1F1 C1F1
C1F1 C1F1 C1F1 C1F1 C1F1 C1F1
C1F1
C1F1
C1F1
C1F1
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
SLAB ON FILL
SLAB
FILL
ON
FTB1
WF1
WF1
WF1
WF1
WF1
WF1
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.60 m ELEV.
-
+ 0.525 m ELEV.
-
+ 0.60 m ELEV.
3.50
WF1
4.00 4.00 4.00 4.00 4.00
28.00
4.00
4.00
3.00
4.00
4.00
19.00
4.00 4.00 4.00 4.00
4.00
4.00
3.00
19.00
4.00
28.00
4.00 4.00
4.00
4.00
4.00
RB1
4.00
FB FB FB FB
FB FB FB FB
WB FB FB FB FB
FB FB
FB FB
WB FB FB
WB FB
FB FB
FB
RB1
RB1
FB
FB
FB
FB
FB
FB
FB
FB
FB
FB
FB
RB1
RB1
WB
FB
FB
FB
FB
FB
WB
FB
FB
FB
FB
FB
FB
FB
FB
FB
RB1 FB
A B E
C D F G H
1
2
3
4
5
6
FB
FS1 FS1 FS1 FS1
FS1
FS1
FS1
FS1
FS1
FS1 FS1 FS1
FS1 FS1 FS1
FS1 FS1 FS1 FS1
CONFERENCE
ROOM
AREA
OFFICE
AREA
OFFICE
AREA
STAIRWELL
OPEN
BELOW
FOUNDATION PLAN
SCALE 1:200 METERS
SECOND FLOOR FRAMING PLAN
SCALE 1:200 METERS
FOUNDATION PLAN
SECOND FLOOR FRAMING PLAN
SHEET NO.
12
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S1
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

2. 4.00 4.00 4.00 4.00 4.00
28.00
4.00
4.00
3.00
4.00
4.00
19.00
4.00 4.00 4.00 4.00
4.00
4.00
3.00
19.00
4.00
28.00
4.00 4.00
4.00
4.00
4.00 4.00
RB2
RB2
A B E
C D F G H
1
2
3
4
5
6
RB2 RB2 RB2
RB2 RB2 RB2
RB2
RB2 RB2 RB2 RB2 RB2 RB2 RB2
RB2 RB2
RB2 RB2 RB2 RB2 RB2
RB2 RB2 RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
ROOF LINE OF CONFERENCE ROOM
& OFFICE AREA
OPEN
BELOW
OPEN
BELOW
RB2
5.95
2.00 2.00 2.00
29.95
2.00
2.00
1.88
1.88
1.13
19.88
2.00 2.00 2.00 2.88
2.88
2.00
2.00
20.75
2.00
2.00 2.88
2.88
2.88
2.00 2.88
RB2
RB2
A B E
C D F G H
RB2 RB2 RB2
RB2
RB2 RB2
RB2
RB2 RB2
RB2 RB2 RB2 RB2 RB2
RB2 RB2
RB2 RB2
RB2
RB2
RB2
RB2 RB2 RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
RB2
ROOF LINE OF CONFERENCE ROOM
& OFFICE AREA
RB1
RB1
RB1
RB1
RB1
RB1
RB1
2.00
2.00
2.88
2.00
1.13
2.88
2.00
2.00
1.50
1.50
1.13
2.63
1.75
1.75
2.63
2.88
1.13
2.88
2.93
2.63 1.75 2.25 1.38
29.75
HTRUSS
1
H
T
R
U
S
S
2
HTRUSS
2
HTRUSS 12
HTRUSS
12
HTRUSS
12
HTRUSS 12
HTRUSS 12 HTRUSS 12
HTRUSS 12
HTRUSS 12
HTRUSS
12
HTRUSS
12
HTRUSS
12
HTRUSS
12
H
T
R
U
S
S
2
HTRUSS
5
H
T
R
U
S
S
5
H
T
R
U
S
S
5
HTRUSS 6
TRUSS
4
TRUSS
4
H
T
R
U
S
S
5
H
T
R
U
S
S
1
0
HTRUSS
10
H
T
R
U
S
S
1
0
HTRUSS
10
HTRUSS 11
HTRUSS 13
HTRUSS 13
HTRUSS
13
HTRUSS
13
TRUSS
7
TRUSS
7
HTRUSS 6
HTRUSS
6
HTRUSS
6
HTRUSS 7
TRUSS
8
TRUSS
9
TRUSS 1
TRUSS 3
TRUSS 3
TRUSS
5
TRUSS
6
TRUSS
6
HTRUSS 7
HTRUSS 7
HTRUSS 7
HTRUSS
7
H
T
R
U
S
S
5
HTRUSS
8
HTRUSS
8
H
T
R
U
S
S
3
HTRUSS
9
HTRUSS
4
HTRUSS 14
HTRUSS 14
HTRUSS 14
HTRUSS 15
HTRUSS 15
RB2
2" X 3" WOOD PURLINS SPACED @ 600mm O.C.
ROOF BEAM PLAN
SCALE 1:200 METERS
ROOF FRAMING PLAN
SCALE 1:200 METERS
ROOF BEAM PLAN
ROOF FRAMING PLAN
SHEET NO.
13
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S2
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

3. A B E
C D F G H
1
2
3
4
5
6
0.80 4.15 0.80 6.25 0.80 16.15 0.80
0.80
7.20
0.80
3.20
0.80
20.75
0.80 7.20 0.80 12.15 0.80
29.75
29.75
7.20 0.80
0.80
8.15
0.80
10.20
0.80
0.80
7.15
20.75
FTB FTB
FIN. FLR. LINE
N.G.L.
SPACED @, 4- 0.05m., 5- 0.10m.,
BOTHWAYS SPCD AS SHOWN
6- 0.15m.,REST @ 0.20M. O.C.
0.40
M.
0.40
M.
0.60
M.
0.30
M.
0.70
M.
1.80
M.
0.80
M.
GRAVEL BED @ 10mm thk
(FROM FOOTING TO SECOND FLOOR)
(FROM SECOND FLOOR TO ROOF BEAM)
BED BARS BOTHWAYS SPCD
AS SHOWN
5 SPCD @ 0.10, 6 SPCD@ 0.15 REST @ 0.20m O.C
0.50 M.
2.00 M.
0.40
M.
2.00
M.
ROOF PLAN
SCALE 1:200 METERS
DETAIL OF C1F1
SCALE 1:30 METERS
ELEVATION
PLAN
ROOF PLAN
DETAIL OF C1F1
SHEET NO.
14
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S3
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

4. C1 C2
6 PCS SPCD AT 150mm AND REST AT 200mm O.C. UP TO H/2
4 PCS SPCD AT 50mm, 5 PCS SPCD AT 100mm,
LAT. TIES :
TIES :
SIZE :
VERT BARS :
SIZE :
VERT BARS :
TIES :
SCHEDULE OF COLUMNS
AS SHOWN
AS SHOWN
VERT BARS :
SIZE :
TIES :
AS SHOWN
0.40
0.50
0.40
0.50
0.30
0.40
FTB FTB
FIN. FLR. LINE
N.G.L.
SPACED @, 4- 0.05m., 5- 0.10m.,
6- 0.15m.,REST @ 0.20M. O.C.
BOTHWAYS SPCD AS SHOWN
GRAVEL BED @ 10mm thk
0.40
M.
0.80
M.
0.60
M.
0.40
M.
0.95
M.
1.80
M.
0.25
M.
(FROM FOOTING TO ROOF BEAM)
5 SPCD @ 0.10, 6 SPCD@ 0.15 REST @ 0.20m O.C
AS SHOWN
BED BARS BOTHWAYS SPCD
1.20
M.
0.40
M.
0.30 M.
1.20 M.
DETAIL OF C2F2
SCALE 1:30 METERS
ELEVATION
PLAN
DETAIL OF C2F2
SCHEDULE OF COLUMNS
SHEET NO.
15
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S4
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

5. A
A
STIRRUP REMARKS
STIRRUPS
4.00 / 3.00
FB
FTB1
MARK LENGTH
( m )
S C H E D U L E O F B E A M S
SUPPORT
STEEL REINFORCEMENT ( mm )
BOTTOM
TOP
MID - SPAN
300 x 450
SIZE
( mm )
200 x 400
- 3 PCS SPCD AT 0.05, 4 PCS SPCD AT 0.10, 6 PCS SPCD AT 0.15, AND REST SPCD AT 0.20 M O.C. UP TO MID-SPAN
- 2 PCS SPCD AT 0.05, 3 PCS SPCD AT 0.10, 5 PCS SPCD AT 0.15, AND REST SPCD AT 0.20 M O.C. UP TO MID-SPAN
MID. BAR
( mm )
A
FTB2
250 x 400
4.00
BOTTOM
TOP
A
RB1 200 x 350
A
RB2 200 x 400
A
WB 250 x 400
4.00
4.00 / 3.00
4.00 / 3.00
4.00 / 3.00
@ MID - SPAN @ SUPPORT
FTB2
@ MID - SPAN @ SUPPORT
RB1
0.25
0.40
0.25
0.40
0.20
0.35
0.20
0.35
FTB1
@ MID - SPAN @ SUPPORT
0.20
0.40
0.20
0.40
@ MID - SPAN @ SUPPORT
FB
0.30
0.45
0.30
0.45
@ MID - SPAN @ SUPPORT
WB
0.25
0.40
0.25
0.40
RB2
@ MID - SPAN @ SUPPORT
0.20
0.40
0.20
0.40
SCHEDULE OF BEAMS
SHEET NO.
16
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S5
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

6. R.C. BEAM
L
L/4
L/5
STIRRUP
SECTION
L/4
L/5
R.C. GIRDER
TYPICAL DETAIL OF BEAM SHOWING ADDITIONAL
STIRRUPS AT THE INTERSECTION OF BEAM AND GIRDER
L2
L2/5
L2/4
L1/5
L1/4
L1/5
D
@ MID-SPAN
B L1/4
L1
EXTERIOR SPAN
D
@ SUPPORT
B
L2/5
L2/4
INTERIOR SPAN
MID SPAN TOP BARS
RIGHT SUPPORT TOP BARS
MIDDLE BARS
( AS SPECIFIED )
RIGHT SUPPORT BOTTOM BARS
MID SPAN BOTTOM BARS
L3
L3/5
L3/4
TYPICAL CONVENTIONAL BEAM DETAIL
TYPICAL DETAIL OF BEAM
SHOWING ADDITIONAL STIRRUPS
TYPICAL CONVENTIONAL BEAM DETAIL
SHEET NO.
17
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S6
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

7. MID-SPAN
L2/4
L2
TOP BARS
L 2/5
LEFT SUPPORT
LEFT SUPPORT
BOTTOM BARS
D
@ MID-SPAN
L3
TOP BARS
B B
@ SUPPORT
D
L3/4
L3/5
L1
L2/4
RIGHT SUPPORT
BOTTOM BARS
L 2/5
L3/4
MIDDLE BARS
( AS SPECIFIED )
D
L3/5
RIGHT SUPPORT
TOP BARS
MID-SPAN
BOTTOM BARS
TYPICAL FOOTING TIE BEAM (FTB) DETAIL
100mm THK CONC. SLAB ON WELL
COMPACTED GRAVEL FILL. REINF.
O.C. BOTHWAYS
0.30
0.30
6.38 1.50
8.48
1.45
0.30
0.30
7.88
7.03 1.53 4.85
13.40
1.75
1.78
5.58
2.35
ENTRANCE STEPS & PWD RAMP FOUNDATION PLAN
SCALE 1:75 METERS
TYPICAL FOOTING TIE BEAM DETAIL
ENTRANCE STEPS & PWD RAMP
SHEET NO.
18
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S7
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
FOUNDATION PLAN
Sheet Contents:

8. BOTTOM AT MID-SPAN
BARS PARALLEL TO LONG SPAN
TOP AT SUPPORT
( MM )
NOTES :
125
THICKNESS
PANELS AT THE COMMON SUPPORT.
MARK
FS1
TOP AT SUPPORT BOTTOM AT MID-SPAN
BARS PARALLEL TO SHORT SPAN
( LAPPED OR WELDED ) AT SUPPORT FOR BOTTOM BARS AND AT MID SPAN FOR TOP BARS.
DIFFERENT, THE SMALLER SPACING SHALL BE FOLLOWED OR ADAPTED ON BOTH SLAB
STRUCTURAL ENGINEER. STRAIGHT CONTINUOUS BARS IN SLAB MAY BE SPLICED
3. BARS SHALL BE SPLICED ONLY WHERE INDICATED ON DETAILS OR AS APPROVED BY THE
2. IF THE TOP BARS REINFORCEMENT OVER A COMMON SUPPORT OF TWO ADJACENT SPAN ARE
THE SHORTER SPAN SHALL HAVE THE BIGGER EFFECTIVE DEPTH, UNLESS OTHERWISE
DETAILED OR NOTED DUE TO THE CONTINUITY OF BARS FROM ADJOINING SPAN.
BOTTOM BARS, AND AT THE UPPER LAYER FOR TOP BARS SO THAT THE BARS ALONG
1. IN TWO- WAYS SLABS, THE BARS ALONG THE SHORT SPAN BE AT THE LOWER LAYER FOR
R E I N F O R C E M E N T ( MM )
S C H E D U L E O F F L O O R S L A B S
REMARKS
TWO-WAY
EXTRA BARS
L2
L2/4
LONG SPAN ( L )
L2/4
W2/4
L3/4
W3/4
W2/4
W1/4
W2
TOP BARS AT SUPPORT
L3/4
BOTTOM BARS AT MID-SPAN
TOP BARS AT SUPPORT
SHORT
SPAN
(
W
)
TYPICAL DETAIL OF TWO-WAY SLAB
(SHOWING TIE OR HOOP SPACING)
ELEVATION OF TIED COLUMN
Y
SPLICED
FLOOR BEAM
FLOOR LINE
SPLICING SHOULD
BE LOCATED AT
3 SETS TIES
COLUMN OR AT
1/3 OF COLUMN
HEIGHT
MID-HEIGHT OF
FLOOR
HEIGHT
(H1)
Y
Y
Y
FLOOR LINE
Y
" Y " - CLOSER SPACING
OF COLUMN TIES PER
SET AS SPECIFIED IN
FLOOR LINE
FLOOR BEAM
3 SETS TIES
NOTE :
THE COLUMN SCHEDULE
Y
FLOOR
HEIGHT
(H2)
SCHEDULE OF FLOOR SLABS
TYPICAL DETAIL OF TWO WAY SLAB
ELEVATION OF TIED COLUMN
SHEET NO.
19
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S8
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

9. CORE FILLED WITH
MORTAR FOR LATERAL
STABILITY AND SEALANT
12mm dia. HORIZONTAL BARS
CEMENT PLASTER
ALTERNATE LAYING OF 4" THK.
CHB WALL @ INTERSECTION
0.35 0.60
0.15
SPACED @ 0.30m O.C.
0.60
0.15
BOT. OF FOOTING
4" THK. CHB
FIN. GRADE LINE
FIN. FLR. LINE
SPACED @ EVERY
3 LAYERS
SPACED @ 0.30m O.C.
0.60
0.40
0.15
BOT. OF FOOTING
4" THK. CHB
FIN. GRADE LINE
FIN. FLR. LINE
0.40
3 LAYERS
W/ 12mm TRANS.BARS
SPACED @ 0.30M.O.C
0.40
4"THK CHB
PLAN
SECTION
DETAIL OF WALL FOOTING
SCALE 1:20 METERS DETAIL OF WALL INTERSECTION
SCALE 1:10 METERS
DETAIL OF WALL FOOTING
DETAIL OF WALL INTERSECTION
SHEET NO.
20
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S9
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

10. 0.20
0.30
L/4
2ND FLR. FIN. FLR LN
150MM THICKNESS
600
250
1.45
FLOOR LINE
HEIGHT
nosing
0.10
STAIR LANDING
ALTERNATELY BENT-UP @ L/4
0.10
FLOOR LINE
WB
ELEVATION
10mm dia. STIRRUPS
SPACED @ 0.15m O.C.
0.20m (min.) 0.20m (min.)
CHB WALL
1-12mm dia. VERTICAL
BARS TYPICAL
F.F.L.
SECTION
0.40
0.20
(
DOWEL
)
DOWEL BARS TO
MATCH VERTICAL BARS
2- 12mm dia. TOP BARS
2- 12mm dia. BOTTOM BARS
NTS
STRUCTURAL DETAIL OF STAIRS
TYPICAL DETAIL OF LINTEL BEAM AT CHB WALL OPENING
SCALE 1:40 METERS
SCALE NTS
STRUCTURAL DETAIL OF STAIRS
TYPICAL DETAIL OF LINTEL
BEAM AT CHB WALL
OPENING
SHEET NO.
21
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S10
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
Sheet Contents:

11. TRUSS 1 (1 UNIT)
0.70 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.75 0.62
9.38
1.82
1.10
2.93
2.73
7.52
HTRUSS 1 (1 UNIT)
2.93
0.98
0.90
0.90
0.90
0.90
1.68
7.52
0.63
6.88
HTRUSS 2 (3 UNITS)
0.98
0.90
0.90
0.90
0.90
0.90
2.82
1.43
9.72
2.93
10.23
TRUSS 2 (2 UNITS)
1.16
1.77
2.93
1.30 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1.75 0.62
10.87
4.37
7.52
HTRUSS 3 (1 UNIT)
0.98 0.90 0.90 0.90 0.90 1.08
5.66
1.88
1.05
2.93
5.96
HTRUSS 4 (1 UNIT)
0.98 0.90 0.90 1.23
4.00
2.93
1.88
1.05
4.42
TRUSS 3 (2 UNITS)
0.90
9.75
0.90 0.90 0.90 1.55 0.63
0.90
0.90
1.55
0.63
2.01
5.32 5.32
TRUSS 4 (1 UNIT)
1.30 0.90 0.90 0.90 0.90 0.90 0.90 1.55 0.63
8.88
1.74
0.27
2.01
4.36
5.32
TRUSS DIAGRAM
SCALE 1:100 METERS
TRUSS DIAGRAM:
TRUSS 1, HTRUSS 1, HTRUSS 2
SHEET NO.
22
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S11
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN TRUSS 2, HTRUSS 3, HTRUSS 4
TRUSS 3, HTRUSS 4, TRUSS 3,
Sheet Contents:
TRUSS 4

12. TRUSS 5 (2 UNITS)
1.10 0.90 0.90 0.90 0.90 1.55 0.63
1.14
0.87
2.01
2.18
5.32
6.88
HTRUSS 5 (5 UNITS)
0.98
0.90
0.90
0.90
2.26
0.96
6.89
2.01
7.20
HTRUSS 6 (4 UNITS)
0.98
0.90
0.90
1.48
0.63
4.88
2.01
5.29
HTRUSS 7 (5 UNITS)
0.98
0.90
0.90
1.23
4.00
2.01
4.33
HTRUSS 8 (2 UNITS)
1.05
2.01
0.97
2.99
0.98 0.90 0.95
2.83
HTRUSS 9 (1 UNIT)
0.98 1.03
2.00
2.01
0.97
1.05
2.22
TRUSS 6 (2 UNITS)
4.84
4.84
0.90 0.90 1.90
0.90
0.90
1.90
0.68
8.75
0.68
1.77
TRUSS 7 (1 UNIT)
1.70 0.90 0.90 0.90 0.90 1.70
7.00
1.77
3.82 3.82
TRUSS 8 (1 UNIT)
0.60
3.00
0.90 0.90 0.60
1.77
1.12
0.65
1.64 1.64
HTRUSS 10 (4 UNITS)
0.98
0.90
0.90
0.90
1.56
0.96
6.19
1.77
6.48
TRUSS DIAGRAM
SCALE 1:100 METERS
SHEET NO.
23
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S12
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
TRUSS DIAGRAM:
TRUSS 5, HTRUSS 5, HTRUSS 6
HTRUSS 7, HTRUSS 8, HTRUSS 9
TRUSS 6, TRUSS 7, TRUSS 8,
HTRUSS 10

13. HTRUSS 11 (1 UNIT)
0.98
0.90
0.90
0.93
0.68
1.77
4.78
4.38
HTRUSS 12 (12 UNITS)
0.98
1.28
0.63
2.88
1.05
3.09
HTRUSS 13 (4 UNITS)
0.98
0.98
0.68
0.92
2.82
2.63
3.10 0.90 0.98
5.75
0.78
HTRUSS 15 (2 UNITS)
0.98
0.90
0.90
0.90
0.90
0.90
2.78
0.73
8.98
1.43
9.08
HTRUSS 14 (3 UNITS)
RIB TYPE LONG SPAN ROOFING
2" x 4" WOOD WEB MEMBERS
2 - 2" x 4" WOOD COLLAR PLATE
W/ WOOD BRACES
2" x 6" WOOD KING POST
2" x 3" WOOD PURLINS
2 - 2" x 6" WOOD
BOTTOM CHORD
RB1 RB1
VARIABLE
VARIABLE
2 - 2" x 6" WOOD
TOP CHORD
2" x 6" WOOD KING POST
2" x 2" CEILING JOIST
2" x 3" WOOD PURLINS
RB2
RIB TYPE ROOFING
WOOD FASCIA
1
4" THK. MARINE
PLYWOOD
0.80
TRUSS DIAGRAM
SCALE 1:100 METERS
TRUSS DETAIL
SCALE 1:50 METERS SPOT DETAIL OF EAVES
SHEET NO.
24
Project Title: Checked by:
CONSTRUCTION OF A TWO-STOREY MARINE
Design by: Conformed by:
TIN:
PRC:
PTR:
Date:
Approved by: CONCEPTED by:
AutoCAD by:
Date Started:
Date Finished:
Location: VSU Tolosa Campus, Tanghas, Tolosa, Leyte, Philippines DIRECTOR, GSD VSU PRESIDENT Place:
Place:
Dr. EDGARDO E. TULIN
Engr. MARIO LILIO P. VALENZONA
MULTI-SPECIES HATCHERY BUILDING
24
Checked by:
Noted by:
ARNEL G. AGRAVA
HEAD, Office of the Planning &
Infrastructure Management VSU - Tolosa
13
S13
VP FOR FINANCE & ADMINISTRATION
OVPPRGAS
Dr. DILBERTO O. FERRAREN Dr. DANIEL LESLIE S. TAN
TRUSS DIAGRAM:
HTRUSS 11, HTRUSS 12,
HTRUSS 13, HTRUSS 14,
HTRUSS 15
TRUSS DETAIL
SPOT DETAIL OF EAVES