NOTES:

1. FS = Footing Stump (Footing to

Ground Floor Level only.

A B C A B C
12.30 12.30

6.15 6.15 6.15 6.15

GB.1 GB.1
(0.20X0.40m) (0.20X0.40m)
3 3
F2 F5 FS
(1.25x1.25 (0.80x0.80 F2a (0.80x0.80 F2a
(1.30x1.30 x0.25m) (1.30x1.30

(0.20X0.40m)

(0.20X0.40m)
x0.30m) x0.30m)

S.3T12

S.3T12
(0.30x0.20)

(0.30x0.20)
3.66

3.66
GB.2

GB.2
x0.30m) x0.30m) S1 S1 S.4T12 S1 S1
(0.40x0.20)

S.4T12 S.4T12
7.325

7.325
2 2 (0.40x0.20) (0.40x0.20)

F2 FS F2
(1.25x1.25 (0.80x0.80 (1.25x1.25

S.3T12
(0.30x0.20)
x0.30m) x0.25m) x0.30m)

(0.20X0.40m)

(0.20X0.40m)
S.3T12
(0.30x0.20)
S1 S1 S1 S1

GB.2

GB.2
S.4T12

3.66

3.66
(0.40x0.20)

GB.1 GB.1
(0.20X0.40m) (0.20X0.40m)

1 1
F2 F2 F2
F5 F5
(1.25x1.25 (1.25x1.25 (1.25x1.25 3.075 3.075 3.075
(0.80x0.80 (0.80x0.80
x0.30m) x0.30m) x0.30m)
x0.30m) x0.30m)
3.075 3.075 3.075 A A' B' C
GYM BUILDING S.1: All slab to be125mm thk. Slab on
Grade (unless otherwise stated)
on 50mm thk Lean Concrete

G FOUNDATION PLAN Well Compacted Sub-grade

at 95% max. Dry Density
10mmØ Temp. Bars / 0.30m OC BW
GYM BUILDING
GROUND FLOOR BEAMS PLAN
1. In the event that a construction
Scale 1:100M
S-1
joint is required, contractor to
provide T12x0.50m long @
0.30m spacing dowel bars at top
G
portion, for anti-crack purposes.
Scale 1:100M
CJ should be located at 1/4L of
the unsupported length / span.
2. In this case (Gym, Kids Club),
S-1
slab should be concreted in
whole area as one pouring.
3. Contractor should provide at
least 2 concrete vibrators.

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Foundation
S1
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN + Ground Floor Beams Layout
(1 Story Detached)

JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION

LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN

G
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 A B C A B C
12.30 12.30
1.66 1.50
6.15 6.15 6.15 6.15

RB.1 RB.1 RB.2

(0.20X0.40m) (0.20X0.40m) (0.20X0.50m)
3 3
C Purlins LWS galvanized 50x100mm @

2.16
0.60m cc. Must test together with actual roof
profile & the Engineer on the proper fixing.
(0.20X0.40m)

(0.20X0.40m)

3.66

3.66
RB.3

RB.3
7.325

7.325
2 2

T.2 T.1 T.1 T.1 T.1 T.2

(0.20X0.40m)

(0.20X0.40m)
RB.3

RB.3

3.66

3.66
RB.1 RB.1 RB.1 RB.1
(0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m)

1 1
3.075 3.075 3.075
3.075 3.075 3.075

A A' B' C A A' Bracing: Gauge 20 GI B' C

sheet, 50mm wide.
Screwed to truss
memebers.

GYM BUILDING GYM BUILDING

G ROOF BEAMS PLAN G ROOF FRAMING PLAN
Scale 1:100M Scale 1:100M
S-3 S-4

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Roof Beams Plan
S2
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN + Roof Framing Plan
(1 Story Detached)

JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION

LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN

G
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 COLUMN C.2a
COLUMN C.2 DETAILS
DETAILS
0.20 0.25

6T12 Vertical Bars 8T12 Vertical

T10 Lateral Ties Bars

0.35

0.40
(10T10@0.05m Top & T10 Lateral Ties
Bottom of Column, Rest (10T10@0.05m
at T10@0.10mcc Top & Bottom of
Column, Rest at
T10@0.10mcc

Splicing of T12 @ 0.75m Splicing of T12 @ 0.75m

Rest T10 @ 0.10m cc Above column rebars Rest T10 @ 0.10m cc Above column rebars
Except 10T10 @ 0.05m cc should be bended as Except 10T10 @ 0.05m cc should be bended as
at Top, or Bottom of Roof shown. at Top, or Bottom of Roof shown.
Beams Beams

0.75

0.75
8T10 @ 0.05m cc 8T10 @ 0.05m cc

Approved back fill Approved back fill

materials. materials.
Filling should gradual to Filling should gradual to
sorrounding of column, sorrounding of column,
not by one side or it will not by one side or it will

0.30

0.30
push & break the push & break the
construction joint. 10T10 @ 0.05m cc construction joint. 10T10 @ 0.05m cc

Road Kerb Level. To verify with Architect. Road Kerb Level. To verify with Architect.
T10 @ 0.10m cc T10 @ 0.10m cc
Natural Ground Level Natural Ground Level

5T10 @ 0.05m cc 5T10 @ 0.05m cc

3T10 @ 0.10m cc or Rest 3T10 @ 0.10m cc or Rest

COLUMN & STUMP COLUMN & STUMP
0.20x0.30m 0.20x0.30m
1.00

1.00
8T10 @ 0.05m cc 8T10 @ 0.05m cc

1.25mW x 1.25mW x
1.25mL x 1.25mL x
T10 Tie 0.30mD T10 Tie 0.30mD
Footing Footing
0.30
0.20

0.30
0.20
50mm Lean Concrete. 10T12 Bothways 50mm Lean Concrete. 10T12 Bothways

Compacted original Compacted original

ground to 95%. ground to 95%.
Using Rammer Using Rammer
machine, plate machine, plate
compactor not compactor not
acceptable. acceptable.
No filling below
1.25 No filling below
1.30
footing is allowed. footing is allowed.

FOOTING F.2 DETAILS FOOTING F.2a DETAILS

(0.30m x 1.25m x 1.25m) (0.30m x 1.30m x 1.30m)
1.25 1.30

10T12 Bothways 10T12 Bothways

1.25

1.30
SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Footing Details (Foundation) S3
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN + Columns Details
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
DESIGNED, DRAWN & PREPARED BY : JMG
 COLUMN ST (Stiffener )
DETAILS
0.15

4T12 Vertical Bars

0.30
T10 Lateral Ties
COLUMN STUMP C.1 (10T10@0.05m Top &
Bottom of Column, Rest

DETAILS at T10@0.10mcc

0.20

4T12 Vertical Bars

T9 Lateral Ties

0.30
(10T10@0.05m Top &
Bottom of Column
Stump, Rest at
T10@0.10mcc
Splicing of T12 @ 0.75m
Rest T10 @ 0.10m cc Above column rebars
Except 10T10 @ 0.05m cc should be bended as
at Top, or Bottom of Roof shown.
Beams

0.75
FLOOR LEVEL

8T10 @ 0.05m cc

0.30
S4T12
S4T12 Bottom Bars Approved back fill
2T12 Top Bars materials.
Road Kerb Level. To verify with T9 @ 0.20m cc Lateral Ties Filling should gradual to
Architect.
sorrounding of column,
Natural Ground Level
not by one side or it will

0.30
push & break the
5T10 @ 0.05m cc construction joint. 10T10 @ 0.05m cc

Road Kerb Level. To verify with

Approved back fill Architect. T10 @ 0.10m cc
materials. Natural Ground Level
Filling should gradual to 3T10 @ 0.10m cc or Rest
0.80M To Verify

sorrounding of column,
not by one side or it will 5T10 @ 0.05m cc
push & break the
construction joint.
8T10 @ 0.05m cc
COLUMN & STUMP 3T10 @ 0.10m cc or Rest
0.20x0.30m 0.80mW x COLUMN & STUMP
0.80mL x 0.20x0.30m
0.25mD

1.00
T10 Tie Footing
0.25
0.15

8T10 @ 0.05m cc

50mm Lean Concrete. 0.80mW x

6T12 Bothways
0.80mL x
0.25mD
Compacted original T10 Tie Footing
ground to 95%.

0.25
0.15
Using Rammer
machine, plate
compactor not 6T12 Bothways 50mm Lean Concrete.
acceptable.
0.80 No filling below Compacted original
footing is allowed. ground to 95%.
Using Rammer
machine, plate
FOOTING STUMP 'FS' DETAILS compactor not
acceptable.
0.80 No filling below
(0.25m x 0.80m x 0.80m)
footing is allowed.

6T12 Bothways FOOTING F.5 DETAILS

(0.25m x 0.80m x 0.80m)

6T12 Bothways
0.80

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Footing Details (Foundation) S4
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN + Columns Details
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 A A' B

3.07 3.07 3.07

0.70 0.69 0.72 0.72 0.72 0.71

10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars
1.39 1.44 1.40

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars

GROUND BEAM GB.1 GROUND BEAM GB.1 GROUND BEAM GB.1

ALONG GRID 3 / (0.20m x 0.40m) ALONG GRID 3 / (0.20m x 0.40m) ALONG GRID 3 / (0.20m x 0.40m)

MATCH LINE 'A-A'

A A' B

3.07 3.07 3.07

0.70 0.69 0.72 0.72 0.72 0.71

10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars
1.39 1.44 1.40

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars

GROUND BEAM GB.1 GROUND BEAM GB.1 GROUND BEAM GB.1

ALONG GRID 1 / (0.20m x 0.40m) ALONG GRID 1 / (0.20m x 0.40m) ALONG GRID 1 / (0.20m x 0.40m)

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S5
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 B' C

3.07
B
0.68 0.68

10T10 Lateral Ties

@ 0.05mcc
3T10 Lateral Ties
@ 0.10mcc
3T10 Lateral Ties
@ 0.10mcc
10T10 Lateral Ties
@ 0.05mcc
2
3T12 Top Bars 2T12 Top Bars 3T12 Top Bars
1.40 0.70

T10x1.40m @ 0.30mcc TB 2T12 Top Bars T10x0.70m L Shape @ 0.30mcc TB

T10 Reinforcement @ 0.30m Bothways T10 Reinforcement @ 0.30m Bothways
T10 Lateral Ties @ 0.15mcc

0.20
50mm Lean Concrete.
2T12 Top Bars 2T12 Top Bars

0.125

0.125
4T12 Bottom Bars Compacted original ground to 95%. Compacted original ground to 95%.
Using Rammer machine, plate compactor not acceptable. Using Rammer machine, plate compactor not acceptable.
1.36 0.40

4T12 Bottom Bars

3T12 Top Bars 3T12 Top Bars
2T12 Top Bars
T10 Lateral
Ties T10 Lateral
T10 Lateral
Ties
TYPICAL SLAB WALL FOOTING BEAM (S.4T12) TYPICAL SLAB REINFORCEMENT AT ENDS
Ties
(0.20m X 0.40m) (T10 x 0.70m w/ L shape End @ 0.30mcc)
2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars

GROUND BEAM GB.1

ALONG GRID 3 / (0.20m x 0.40m)
MATCH LINE 'A-A'

1.40

T10x1.40m @ 0.30mcc TB 2T12 Top Bars

T10 Reinforcement @ 0.30m Bothways
T10 Lateral Ties @ 0.15mcc

B' C

0.20
50mm Lean Concrete.

0.125
Compacted original ground to 95%.
Using Rammer machine, plate compactor not acceptable.
0.30
3.07

0.68 0.68 3T12 Bottom Bars

10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.05mcc @ 0.10mcc @ 0.10mcc @ 0.05mcc TYPICAL SLAB WALL FOOTING BEAM (S.3T12)
3T12 Top Bars 2T12 Top Bars 3T12 Top Bars
(0.20m X 0.30m)

NOTES:
2T12 Top Bars 2T12 Top Bars 1. Contractor should verify all floor levels
4T12 Bottom Bars
as per Architectural drawings.
1.36
2. Depression should be understood
when execution of ground floor
3T12 Top Bars 3T12 Top Bars
beams and floor slabs.
T10 Lateral
2T12 Top Bars
T10 Lateral
3. Dowel bars T12 should be casted-in
Ties T10 Lateral Ties situ for steps / stair, front & rear
Ties
access. Top bars T12 x 1.00m @
2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 0.20m cc.
GROUND BEAM GB.1
ALONG GRID 1 / (0.20m x 0.40m)

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S6
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 1 2 3
3.66 3.66

0.79 0.79 0.79 0.79

10T10 Lateral Ties
@ 0.05mcc 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars
1.59 1.58

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars

GROUND BEAM GB.2 GROUND BEAM GB.2

ALONG GRID A / (0.20m x 0.40m) ALONG GRID 3 / (0.20m x 0.40m)

1 2 3
3.66 3.66

0.79 0.79 0.79 0.79

10T10 Lateral Ties
@ 0.05mcc 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars
1.59 1.58

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars

GROUND BEAM GB.2 GROUND BEAM GB.2

ALONG GRID C / (0.20m x 0.40m) ALONG GRID C / (0.20m x 0.40m)

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S7
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 A A' B

3.07 3.07

0.70 0.69 0.72 0.72 1.46

10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 12T10 Lateral Ties 5T10 Lateral Ties
@ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 6T12 Top Bars 6T12 Top Bars 4T12 Top Bars

2T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars

4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars
1.39 1.44 4T12 Top Bars
8T12 Bottom Bars

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 6T12 Top Bars 6T12 Top Bars
2T12 Top Bars 2T12 Top Bars 4T12 Top Bars

0.80
T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties Ties
Ties
Ties Ties 2T12 Bottom Bars
2T12 Top Bars
4T12 Bottom Bars
2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars
8T12 Bottom Bars.
2T12 Top Bars 25mm clear spacing.
ROOF BEAM RB.1 ROOF BEAM RB.1
ALONG GRID 3 / (0.20m x 0.40m) ALONG GRID 3 / (0.20m x 0.40m)
ROOF BEAM RB.2
ALONG GRID 3 / (0.20m x 0.50m)

A A' B

3.07 3.07 3.07

0.70 0.69 0.72 0.72 0.72 0.71

10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars
1.39 1.44 1.40

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars 4T12 Bottom Bars

ROOF BEAM RB.1 ROOF BEAM RB.1 ROOF BEAM RB.1

ALONG GRID 1 / (0.20m x 0.40m) ALONG GRID 1 / (0.20m x 0.40m) ALONG GRID 1 / (0.20m x 0.40m)

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Roof Beams S8
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 C

6.15

1.46

3T10 Lateral Ties 10T10 Lateral Ties

Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

4T12 Top Bars

4T12 Top Bars

8T12 Bottom Bars

2.92

6T12 Top Bars

4T12 Top Bars
T10 Lateral
T10 Lateral
Ties
Ties
2T12 Bottom Bars
2T12 Top Bars

2T12 Top Bars

4T12 Bottom Bars
8T12 Bottom Bars.
25mm clear spacing.

ROOF BEAM RB.2

ALONG GRID 3 / (0.20m x 0.50m)

B' C

3.07

0.68 0.68

10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.05mcc @ 0.10mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars

4T12 Bottom Bars

1.36

3T12 Top Bars 3T12 Top Bars

2T12 Top Bars
T10 Lateral T10 Lateral
Ties T10 Lateral Ties
Ties

2T12 Bottom Bars 2T12 Bottom Bars

4T12 Bottom Bars

ROOF BEAM RB.1

ALONG GRID 1 / (0.20m x 0.40m)

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Roof Beams S9
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 1 2 3
3.66 3.66

0.79 0.79 0.79 0.79

10T10 Lateral Ties
@ 0.05mcc 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars
1.59 1.58

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars

ROOF BEAM RB.3 ROOF BEAM RB.3

ALONG GRID 1 / (0.20m x 0.40m) ALONG GRID 1 / (0.20m x 0.40m)

1 2 3
3.66 3.66

0.79 0.79 0.79 0.79

10T10 Lateral Ties
@ 0.05mcc 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 10T10 Lateral Ties
@ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.05mcc @ 0.10mcc Rest. T10 Lateral Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 4T12 Bottom Bars
1.59 1.58

3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars
2T12 Top Bars 2T12 Top Bars
T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties T10 Lateral Ties Ties T10 Lateral Ties
Ties Ties

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
4T12 Bottom Bars 4T12 Bottom Bars

ROOF BEAM RB.3 ROOF BEAM RB.3

ALONG GRID 1 / (0.20m x 0.40m) ALONG GRID 1 / (0.20m x 0.40m)

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Roof Beams S10
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
G
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 1 3
Double Collar C Channel
Back View

cc. 1.5x C
LWS 600mm 1st Conct 15x50x10 Purlins
rlins L
C Pu spaced at e start of ile. purlins ractor sh 0mm sp WS
aced
m th prof shou ould
100m e sure roof tile ld mat make su at 600m
15 x50x ould mak tu al ch th re th m cc
1.5x ctor sh the ac al first.
Double C channels Test e e . Double C channels
50x150mm (spacer + ra atch for ap actual ro start of 50x150mm (spacer +
member) Conct should m for approv prov 1s
al first of tile prof t member)
t
purlins Tes . ile.

ord C Ch
p Ch anne
0.60 S To m l
2x15 LWS Top
0.60
l LW
hanne 50x150m x50x
150m Chord

1.21
C C x 0.60
0.60 2x15 m
0.07
0.07
Screw 1: Screw 2:
C Channel Section C Channel
2xC Channel LWS 2xC Channel LWS Face to Thru: Face to
Bottom Chord Bottom Chord Face 2xC Lip
2x15x50x150mm 2x15x50x150mm Side
View
Channel
Bottom
Side
View
Screw 1: Screw 2:
Splicing 4xC Channel 2mmx15x50x150mm
Chord
C Channel Section C Channel
0.15 Face to Thru: Face to
Must be "in contact" 1.60 Must be "in contact" Face 2xC Lip
with end/side of C with end/side of C
Side Channel Side
channel channel
2xC Channel 2xC Channel LWS Bottom Chord 2x15x50x150mm 2xC Channel View Bottom View
Support 50x100mm Support 50x100mm
Chord
Must be "in contact" Must be "in contact"
with RC beam with RC beam
7.32
BOTTOM CHORD DETAILS
Sp3

Sp2 Sp1 Sp3

Sp1

Sp2

Sp4

1.60

Sp2 BC1 BC2

ROOF TRUSS T1 DETAILS

Sp1 Sp3

BC2 = Bottom Chord #2

Sp1 = Splice

Sp4

1 3

2.16 SPLICING DETAILS

C Purlins LWS
1.5x15x50x100mm
spaced at 600mm cc.
Conctractor should make
sure the start of 1st
purlins should match the
actual roof tile profile.
Double C channels Test for approval first.
50x150mm (spacer +
member)

0.60 0.60
Double Collar C Channel
0.60
0.60
d
S To
p Ch
or Back View
l LW 0mm
anne
C Ch 15x50x15 0.07
0.07
0.81

2x

2xC Channel LWS 2xC Channel LWS

Bottom Chord Bottom Chord
2x15x50x150mm 2x15x50x150mm

Splicing 4xC Channel 2mmx15x50x150mm

0.15 2xC Channel LWS Bottom Chord 2x15x50x150mm

Must be "in contact" 1.60 Must be "in contact"
with end/side of C with end/side of C
channel channel
2xC Channel 2xC Channel
Support 50x100mm Support 50x100mm
Must be "in contact" Must be "in contact"
with RC beam with RC beam
7.32

Sp3

Sp2 Sp1 Sp3

Sp1

Sp2

Sp4

1.60

NOTES:
1. Make all sure all details from other
drawings shall be followed, like
anchor bars, self level grout to roof
ROOF TRUSS T2 DETAILS
truss against wind load. Applied to all
trusses, rafters to roof beams in
contact.
2. 'R' means rafter, 50x150x15mm C
Channel LWS (Light Weight Channel),
galvanized.

SDP DESIGNER : DEVELOPER : CERTIFIED BY : OWNER / CLIENT : PROJECT TITLE: TITLE / DESCRIPTION : SHEET NO :

FOUR POINTS by SHERATON PALAWAN

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
GYM BUILDING
STRUCTURAL DRAWINGS
+ Roofing System, Trusses & Frames
S11
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN
(1 Story Detached)

JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION

LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN

G
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG