2-16mmØ RSB VERT.

A B C D E 4-16mmØ
VERT. BARS
BARS w/ 10mmØ RSB
16.00 TIES @ 0.20m. OC. 10mmØ RSB VERT. BARS @ REPUBLIC OF THE PHILIPPINES
w/ 10mmØRS LAT. TIES
sp. 3@ 0.05, 2@0.10 0.60m. & HOR. BARS @ EVERY
4.00 4.00 4.00 4.00
3.00 1.50 1.50 2.00 4.00 2.00 2.00
REST @ 0.20m OC
3-12mmØ
3-LAYERS OF CHB
4-12mmØ HOR. BARS
w/ 10mmØ TIES @ O.20m. OC. 0.15
D.P.W.H.
C1/F1 C1/F1 RSB MAIN BARS
C1/F1 C1/F1
w/ 10mmØ RSB TIES OFFICE OF THE BUILDING OFFICIALS

0.20
SC SC SC SC
4 WF WF WF
@ 0.60m. OC.
0.40

N.G.L
WF WF F.F.L

0.30
WF WF WF
3.78
3.78

3.78
WF WF SC WF
PASSI CITY

1.00

0.60
SC
SC SC SC
LINTEL BEAM DETAIL

1.25
C1/F1
SCALE 1:30MTS
WF WF WF 0.25
3

0.20
0.10
WF SC

0.25
1.69

1.69
C1/F1 C1/F1 C1/F1 C1/F1 C1/F1
WF WF 0.40
10mmØ RSB MATT BARS 4-16mmØ RSB HOR. BARS w/ 10mmØ RSB
WF
STIRRUPS SPACED @ 6@0.05m.,2@0.10m.,
11.45

@ 0.60m O.C B.W 1@ 0.15m. REST @ 0.20m. OC.

WF WF
SC DETAIL 0.20 0.20
1.27

1.27
WF 4"THK CHB WALL 6-16mmØ
SCALE 1:20MTS

0.30
WF DETAIL

0.30
SC SC
SCALE 1:30MTS

0.25

1.00
6-16mmØ 2-16mmØ STRUC TU RAL
WF
WF
WF 4-12mmØ RSB HOR. BARS w/ 10mmØ RSB
L/4 L/2 L/4 @ SUPPORT @ MIDSPAN
3.27

3.27
STIRRUPS SPACED @ 5-0.05m.,3-0.10m.,
REST @ 0.15m. OC.
0.15 L
C1/F1 C1/F1 C1/F1 C1/F1 C1/F1 3.78

0.20
WF 0.30 7-16mmØMATT.
WF WF WF
2 BARS BOTHWAYS
ROOF BEAM DETAIL
1.00
1.45

SCALE 1:30MTS
WF WF BEAM-1 DETAIL

2.40
WF WF WF
C1/F1 DETAIL SCALE 1:30MTS
A C D E
SCALE 1:30MTS
B
1 FOUNDATION PLAN WF WF
A C D E 16.00
SCALE 1:100MTS
B
16.00

A B C D E 4.00 4.00 4.00 4.00 INSIDE GUTTER

-SEE DTL.
3.00 1.50 1.50 2.00 4.00 2.00 2.00

0.60
16.00
4.00 4.00 4.00 4.00 4

0.60
3.00 1.50 1.50 2.00 4.00 2.00 2.00
4 RB RB RB RB

3.78
4 RB RB
RB RB
RB

3.78

3.78
RB RB
RB RB
3.78

3.78 3

RAFTER TRUSS-2

RAFTER TRUSS-2

RAFTER TRUSS-2
RAFTER TRUSS-2

T R U S S - 2

T R U S S - 2

T R U S S - 2
T R U S S - 2

T R U S S - 1
CB CB
3 RB RB RB RB

3.10
1.69

1.69
B1 RB
3

13.00
CB CB
11.45
1.69

1.69

13.00
1
4" THK ORD. PLYWOOD

1.27

1.27
PRATT TRUSS PRATT TRUSS PRATT TRUSS PRATT TRUSS
11.45

1.27

1.27

12.40

12mmX38mmX5m FURRING CHANNEL

3.13
SP. @ 0.60m O.C B.W RB
3.27

3.27
RB RB
SIDE GIRT-2 SIDE GIRT-2 SIDE GIRT-2 SIDE GIRT-2
19mmX50mmX5m CARRYING CHANNEL
2
3.27

3.27

SP. @ 1.20m O.C B.W

RB RB RB
2

TRUSS-3
2.40
RB
1.45

CB CB
2

2.40
B1 B1 RB RB SIDE GIRT-1
1
1.45

ROOF FRAMING PLAN

2.40

1
CEILING PLAN CB RB
SCALE 1:100MTS
SCALE 1:100MTS
1 ROOF BEAM FRAMING PLAN
SCALE 1:100MTS
19mmX50mmX5m
CARRYING CHANNEL
HANGER 19mmX50mmX5m
CARRYING CHANNEL 2-6mmX50mmX50mm ANGLE BAR FRAME
SP. @ 1.20m O.C B.W 2-6mmX38mmX38mm ANGLE BAR SUPPORT 2-6mmX50mmX50mm ANGLE BAR FRAME
W- CLIP 12mmX38mmX5m FURRING CHANNEL 2-6mmX38mmX38mm ANGLE BAR SUPPORT
3.00
SP. @ 0.60m O.C B.W 4-16mmØ RSB HOR. BARS w/ 10mmØ RSB 4.00
STIRRUPS SPACED @ 6@0.05m.,2@0.10m.,
A 1@ 0.15m. REST @ 0.20m. OC. 0.20

B
4-16mmØ
2-12mmØ
0.40
0.25

1.25
1.50
2-16mmØ

A-A

0.20
1 1.00 1.00 1.00 1.00
4" THK ORD. PLYWOOD 4-16mmØ
1.50 1.00 1.00 1.00
2-12mmØ
0.25

25mmX25mm WALL ANGLE 2-16mmØ

CANTILIVER BEAM DTL. B-B
CEILING DETAIL scale 1:30 mts.
SECTION
SIDE GIRT-1 DTL. SIDE GIRT-2 DTL.
scale 1:40 mts. scale 1:40 mts.
SCALE 1:10mts.

ARCHITECH/CIVIL ENGINEER PRC NO.: 0162295 PROJECT TITLE / LOCATION : APPROVED BY: SHEETCONTENT REVISION SHEET NO.
DRAWNED BY:
TIN: 736-820-178
PREPARED BY:
PTR NO.: 7761313
ANTONIO STEVEN L. CHAN S
EL FRED A. DEL CASTILLO DATE of ISSUE: 1-7-2020
PROPOSED LOCKER ROOM DATE:
CIVIL ENGINEER
CENTRAL AZUCARERA DE SAN ANTONIO INC. S 3
PLACE of ISSUE: PASSI CITY LOCATION : BRGY. CADILANG, PASSI CITY OWNER PLACE: