PRODUCED BY AN AUTODESK STUDENT VERSION

GENERAL CONDITIONS:
1. CONSTRUCTION NOTES
2. SPECIFICATIONS

I. GENERAL Requirements: III. FOUNDATION WORKS: IV. CONCRETE Reinforcement:

1. ALL STRUCTURAL MATERIALS AND WORKS SHALL CONFORM TO THE 1. FOOTINGS OR COLUMN PADS SHALL BE ON SOLID UNDISTURBED 1. CONCRETE MIXTURE SHALL BE MIXED IN PROPER PROPORTIONS OR
REQUIREMENTS OF THE LATEST EDITION OF THE PHILIPPINES' ORIGINAL EARTH SURFACE OR AT CONTROLLED, COMPACTED MIX DESIGN, WATER RATIO, CEMENT RATIO ALL TO THE APPROVAL
NATIONAL STRUCTURAL CODE (NSCP 2015). STRUCTURAL FILL OR BOTH, SUBJECT TO ENGINEER'S OF THE ENGINEER. MUST BE CONVEYED AND PLACED IN
2. VERIFY ALL ELEVATIONS, DIMENSIONS AND SITE CONDITIONS INSTRUCTION TO AT LEAST 1000MM BELOW LOWEST ADJACENT ACCORDANCE WITH THE PROVISIONS SET BY THE PHIL. NSCP 2015
BEFORE STARTING THE SETTING OUT OF THE BUILDING AND FINISHED GRADE OR NATURAL GROUND. EDITION.
WORKS. NOTIFY THE ENGINEER OR ARCHITECT OF ANY 2. FOOTINGS ARE DESIGNED FOR ASSUMED SOIL BEARING CAPACITY 2. BRACKISH WATER OR BRACKISH RIVER SAND SHALL NOT BE USED.
DISCREPANCIES IMMEDIATELY. OF 2600PSI IN REFERENCE TO LATEST SOIL INVESTIGATION / TEST 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
3. A JOINT INSPECTION BY THE CONTRACTOR AND REPORT. AT 28 DAYS WITH APPROVED MAXIMUM SLUMP AND MAXIMUM
ARCHITECT/ENGINEER BEFORE FINALIZATION OF SETTING OUT. 3. SUB-GRADE PREPARATION INCLUDING DRAINAGE EXCAVATION, AGGREGATE RATIO AS FOLLOWS:
4. NOTES AND DETAILS ON THE DRAWINGS SHALL BE FOLLOWED IN COMPACTION AND FILLING REQUIREMENTS SHALL CONFIRM Structures Strength Max. Slump Aggregate.
PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS IN STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THE SOIL TEST 3.1 SLAB ON GRADE 3000PSI 4" 1"
CASE OF INCONSISTENCY OF DOCUMENTS. THE BOQ SHALL ALSO REPORT OR AS DIRECTED BY THE SOIL OR GEOLOGICAL ENGINEER. 3.2 BELOW GROUND

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

BE CONSIDERED IN CASE OF THE ABOVE MATTER ARISES. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING Foundation, Walls 3500PSI 4" 1" Crushed
5. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN NOR AVAILABLE EXCAVATION HAVE BEEN COMPLETED AND PRIOR TO CONCRETING 3.3 COLUMNS, Walls 3000PSI 4" 3/4" Crushed
IN THE CONTRACT DOCUMENTS FOR ANY PART OF THE WORK, TO CONFIRM THE DESIGN FOUNDATION / SOIL CAPACITY. 3.4 BEAMS, SLAB 3000PSI 4" 3/4" Crushed
SUCH DETAILS SHALL BE DISCUSSED WITH THE ARCHITECT OR 5. DO NOT PLACE NOR FILL USING GRAVEL OR BOULDERS OF
ENGINEER FOR PROPER EXECUTION. GRANULAR FILL MATERIALS AS SUB-GRADE BELOW FOOTINGS. 4. ALL REINFORCED STEEL BARS SHALL CONFORM TO ASTM A615
6. ANY EMBEDDED PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL NOT NATURAL SOIL CONDITION IS BEST SUITED AND PLACE LEAN GRADE 40 FOR 12MM DIA. & SMALLER BARS, AND 16MM DIA & ABOVE
BE PLACED IN SLABS, BEAMS OR WALLS UNLESS SPECIFICALLY CONCRETE OR POLYETHELENE PLASTIC SHEET ABOVE IS SHALL BE GRADE 60.
SHOWN OR INDICATED IN THE DRAWINGS, NOTED NOR SHALL ANY RECOMMENDED. 5. ALL FABRICATION, DETAILING AND PLACING OF STEEL BARS SHALL
STRUCTURAL MEMBERS CUT FOR PIPES, DUCTS & OTHERS. UNLESS 6. ROOF DRAINAGE SYSTEM (RAIN WATER, DOWNSPOUT) SHALL BE CONFORM TO PROVISIONS SET FORTH BY THE PHIL. NSCP 2015
IT IS INDICATED IN THE CONSTRUCTION DRAWINGS, CONTRACTOR DIRECTED AWAY FROM THE FOUNDATIONS. EDITION.
SHALL OBTAIN WRITTEN APPROVAL FOR THE AUTHORITY / S.O. / 7. A STANDBY SUM PIT LOWER THAN THE EXCAVATED FOUNDATION 6. CLEAR DISTANCE SPACING BETWEEN PARALLED BARS IN LAYER
ARCHT / ENGR. FOR INSTALLATION OF ANY ADDITIONAL CONDUIT (FOR MASS OR MAT FOUNDATION WORKS) SHALL BE PREPARED BY SHALL NOT BE LESS THAN 1.50 TIMES THE NOMINAL DIAMETER OF
PIPES OR DUCTS OR RELATED SLEEVES. THE CONTRACTOR TO MITIGATE EXPECTED RAIN, PUMP OUT THE THE BAR, OR 1.33 TIMES MAXIMUM SIZE OF AGGREAGTES, NOR
7. CONTRACTOR SHALL LOCATE AND PROTECT UNDERGROUND OR WATER IMMEDIATELY TO AVOID FOUNDATION BAD CONDITION. LESS THAN 38MM (1.50 INCHES).
CONCEALED CONDUITS, PLUMBING OR OTHER UTILITIES WHERE 8. EXCAVATED AREAS SHALL BE PROPERLY BACKFILLED IN A PROPER 7. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS
NEW WORKS SHALL BE PERFORMED. METHODOLOGY USING DRY EARTH FILL MATERIALS. IN THE EVENT FOLLOWS
8. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE OF WATER PRESENCE IN THE EXCAVATED AREA, NO BACK FILLING 7.1 FOOTING (EXPOSED TO EARTH) ... . 3" (75MM)
INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER IS ALLOWED, UNTIL WATER IS PUMP AND DRY WELL. BACKFILL FOR 7.2 EXPOSED TO EARTH BUT BUILT WITH FORMS . . 2" (50MM)
THE OWNER / CLIENT NOR ARCHITECT / ENGINEER WILL ENFORCE WALLS SHALL BE PERVIOUS MATERIALS ACCEPTABLE TO THE 7.3 SLAB ON GRADE . . . . . 1.50" (40MM)
SAFETY MEASURES OR REGULATIONS. OR DOLE REQUIREMENTS. IT GEOTECHNICAL ENGINEER. DO NOT PLACE BACKFILL BEHIND WALLS 7.4 COLUMN TIES, SPIRALS, STIRRUPS . . . . . 1.50" (40MM)
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE BEFORE WALLS OR STRUCTURES HAVE ATTAINED THE DESIGN 7.5 SUSPENDED SLABS . . . . . 3/4" (20MM)
ADEQUATE PPE AND ADEQUATE SHORING AND BRACING OF ANY STRENGTH. SHORING AND PROTECT WALLS FROM LATERAL LOADS 7.6 SLAB EXPOSED TO SALTY ENVIRON . . . . . 1.25" (32MM)
STRUCTURE FOR ALL THE LOADS THAT MAYBE IMPOSED DURING UNTIL SUPPORTING MEMBERS ARE IN PLACE AND HAVE ATTAEIND
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO SPECIFIED STRENGTH. 8. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL
DESIGN, CONSTRUCT AND MAINTAIN ASLL SAFETY DEVICES AND LAPPED AT LEAST 40 TIMES THE DIAMETER OR 600MM WHICHEVER
SHALL BE SOLELY RESPONSIBLE FOR CONFORMING ALL SAFETY & IS GREATER. STAGGERED BOTTOM AT LEAST 1.50M FROM SPLICES
HEALTH STANDARDS, LOCAL REGULATIONS, DOLE AND LAWS. IN OTHER BOTTOM REINFORCEMENT. STAGGERED SPLICES FOR
9. OBTAIN PRIOR WRITTEN APPROVAL FOR THE ENGINEER / TOP REINFORCEMENT IS SIMILAR.
ARCHITECT IN CASE CHANGES AND/OR DISCREPANCIES ARE FOUND 9. ALL ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE
IN THE CONSTRUCTION DRAWINGS. PROPERLY POSITIONED AND SECURED IN PLACE PRIOR TO PLACING
CONCRETE.
10. ALL FRESH CONCRETE SHALL BE KEPT MOIST FOR A MINIMM OF 7
DAYS IMMEDIATELY AFTER POURING BY THE USE OF CURING
II. DESIGN Criteria: COMPOUNDS OR OTHER APPROVED MEANS.
11. STRIPPING OF FORMS AND SHORINGS:
1. THE DESIGN CRITERIA IS AS STATED IN THE DESIGN CALCULATION 11.1 FOUNDATION . . . . . 24 HOURS
BY THE ENGINEER. (A) SOIL BEARING CAPACITY (B) CONCRETE 11.2 SUSPENDED SLAB . . . . . 8 DAYS
STRENGTH (C) STEEL MATERIALS - WIDE FLANGE, STEEL BARS (MILD 11.3 BEAMS . . . . . 14 DAYS
& HIGH TENSILE STEEL) (C) CEMENT (D) WATER (E) CEMENT & 11.4 UPON REMOVAL, IT IS REQUIRED TO SHORE BACK WITH FEW
WATER RATIO. SUPPORTS, TO ENGINEER'S APPROVAL.
2. STRUCTURAL DESIGN AND ANALYSIS SHALL BE REFERRED TO THE
STRUCTURAL CALCULATIONS PREPARED BY THE ENGINEER.

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

FOUR POINTS by SHERATON PALAWAN STRUCTURAL DRAWINGS

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
SPA BUILDING
+ General Conditions
1. Construction Notes S1
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN 2. Specifications
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

V. CAMBER Requirements: VII. STRUCTURAL STEEL Requirements:

1. UNLESS OTHERWISE STIPULATED IN THE PLANS OR 1. ALL STRUCTURAL STEELS SUCH AS ANGLES, WIDE FLANGE
SPECIFICATIONS, CAMBER REQUIREMENTS WILL APPLY. SECTIONS, PIPES, STIFFENER PLATES, BASE PLATES, ETC SHALL
CONFORM TO ASTM A-36.
2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND
ERECTED BASED ON THE SPECIFICATION FOR DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL GIVEN BY THE
NSCP OF THE PHIL.
3. CONNECTION BOLTS (20MM DIA. UNLESS SHOWN) SHALL CONFORM
TO ASTM A-325. ANCHOR BOLTS (EMBEDDED IN MASONRY OR
VI. MASONRY & CONCRETE BLOCKS: CONCRETE) SHALL CONFORM TO ASTM A-307 UNLESS STATED IN
THE DRAWINGS.
1. CONCRETE HOLLOW BLOCKS CHB, UNLES SPECIFIED SHALL BE 4. ALL STRUCTURAL STEEL SHALL BE CLEAN, RUST FREE AND SHOP

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

150MM THICK. LOAD BEARING BLOCKS SHALL HAVE A MINIMUM COATED WITH THE APPROPRIATE PAINT. STEEL AND BOLTS SHALL
COMPRESSIVE STRENGTH OF 750 PSI, WHILE NON-LOAD BEARING BE MINIMUM ASTM A-36 DOMESTIC, LATEST REVISED CODE.
CHB SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 400 PSI. 5. NON-SHRINK GROUT: PREMIXED, NON-METALLIC, CEMENT BASED
2. PROVIDE 1-T16 OR 1-T12 MM DIA. VERTICAL BARS AT CORNERS, GROUT, SHALL MEET THE REQUIREMENT OF ASTM C 827, ASTM C
INTERSECTIONS, END OF WALLS, EACH SIDE OF OPENINGS. 109 AND CRD-C621. WITH MINIMUM COMPRESSIVE STRENGTH OF
3. CONTRACTOR TO PROVIDE DOWEL OR ANCHOR BARS TO COLUMNS 7000PSI AT 28 DAYS.
AND BEAMS (AT SOFFIT) FOR PROPER REINFORCEMENT SYSTEM OF 6. ALL LIGHT WEIGHT STEEL TO BE USED SHALL BE GALVANIZED IN
THE WALLS. USE T10 OR T9MM DIA x 300MM LONG (WITH AT LEAST ACCORDANCE TO MINIMUM HOT DIPPED ZINC GALVANIZED
200MM EMBEDDED INSIDE CONCRETE STRUCTURES). COATINGS.
4. LINTEL BEAMS SHALL BEAR AT LEAST 200MM ON EACH SIDE OF THE 7. PROVIDE MISCELLANEOUS PLATES, ANGLES, BRACKETS, CLEATS,
MASONRY WALL OPENING. THESE APPLIES FOR DOOR & WINDOW ETC AS SHOWN AND STIPULATED IN THE DRAWINGS.
OPENINGS. 8. ALL CUTTINGS AND BLOCKING OF STEEL SHALL BE SHOWN ON
5. WALL REINFORCEMENT SHALL BE AS FOLLOWS: SHOP DRAWINGS AND PERFORMED ACCORDINGLY IN THE SHOP.
Wall Thickness Vertical Bars Horizontal Bars 9. PROVIDE TEMPORARY BRACING AS REQUIRED, FOR SAFETY
5.1 8" 12mm @ 400mm 10mm @ 600mm PURPOSES AND SOUND STRUCTURE UNTIL ALL FINAL
5.2 6" 10mm @ 400mm 10mm @ 600mm CONNECTIONS ARE MADE.
5.3 4" 10mm @ 400mm 10mm @ 600mm
6. CHB BLOCK WALL REINFORCING BARS SHALL BE LAPPED OF 30 BAR
DIAMETERS WHERE SPLICED, HORIZONTAL OR VERTICAL DOWELS
FROM FOOTING, COLUMNS OR WALLS OR SLABS SHALL BE
EXTENDED INTO THE BLOCK WALL, A MINIMUM OF 30 BAR
DIAMETERS OR A MINIMUM OF 300-400MM WHICHEVER IS LONGER
AND DOWELS TO MATCH VERTICAL REINFORCEMENTS OF WALLS.

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

FOUR POINTS by SHERATON PALAWAN STRUCTURAL DRAWINGS

JDC JDC ENGINEERING & DESIGN OFFICE JECO DEVELOPMENT CORPORATION ENGR. JOSE MAR. G. GENCIANA
CIVIL ENGINEER
Puerto Princesa
SPA BUILDING
+ General Conditions
1. Construction Notes
S1a
JECO DEVELOPMENT CORPORATION JEFFERSON C. TAN 2. Specifications
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

A B C D E E.1 F F.1 G
26.70
4.35 5.05 5.15 1.50 5.32

GB.1
4.1 (0.20X0.40m)
4.18
4.20

(0.20X0.40m)

(0.20X0.40m)
GB.1a

GB.1a
3.77

2.40
S1
GB.2 GB.2 GB.3
(0.20X0.40m) (0.20X0.40m) (0.20X0.40m)
4 GB.3
(0.20X0.40m)
FFL+0.30
NOTES:

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)
1. BM. Assumed +0.00 Level at Road Side Kerb.

GB.1
GB.6

GB.6

GB.6

GB.6
2. All FFL Finish Floor Levels to refer from
4.41

S1 S1 S1 S1 Architectural Plans.

PRODUCED BY AN AUTODESK STUDENT VERSION

5.71
PRODUCED BY AN AUTODESK STUDENT VERSION

0.10
S.3T12 S.3T12 S.3T12 S.3T12
3.1 (0.30x0.20) (0.30x0.20) (0.30x0.20) (0.30x0.20)

0.10
1.30

FFL+0.30 GB.4 GB.3 GB.3

(0.20X0.40m)

(0.20X0.40m) (0.20X0.40m) (0.20X0.40m)

3
GB.6

(0.20X0.40m)
3.43

3.43

(0.20X0.40m)

(0.20X0.40m)
StC.

GB.6
GB.6
S1

GB.6
0.15x0.30
S1 S1
CIS-chb S1
S1

(0.20X0.40m)
S1

GB.7
S.3T12
(0.30x0.20)
(0.20X0.40m)
4.20
15.81

S.3T12
(0.30x0.20)
2.2 S.3T12 S.3T12 S.3T12 S1

GB.6
0.78

(0.30x0.20) (0.30x0.20) (0.30x0.20)

2.1
2.08

(0.20X0.40m)
1.30

GB.6a
GB.4a
(0.20X0.40m)

S1 S1 FFL+0.30
GB.6

(0.20X0.40m)
3.87

(0.20X0.40m)
GB.6

(0.20X0.40m)
GB.3 GB.3

GB.6

(0.20X0.40m)
S1 S.3T12 S.3T12

GB.7a
S1 S1 (0.20X0.40m) (0.20X0.40m)
(0.30x0.20) (0.30x0.20) S1 FFL+0.30
S1
GB.4b GB.3a GB.3a GB.3a
GB.1 S.3T12 S.3T12 (0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m)
1.1 (0.20X0.40m) (0.30x0.20) (0.30x0.20)

0.14
Top Bar
T10/0.125m
S.1: All slab to be125mm thk.
5.90

Apron Dowel
Slab on Grade (unless

(0.20X0.40m)
(0.20X0.40m)

S1

(0.20X0.40m)

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

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

GB.7
GB.6

(0.20X0.40m)

GB.6
GB.6

GB.6
on 50mm thk Lean Concrete FFL+0.30
S1
GB.6
4.10

Well Compacted Sub-grade

S1 S1
at 95% max. Dry Density S1
10mmØ Temp. Bars / 0.30m OC S1
BW FFL+0.30
FFL+0.30 Check all floor depression at T&B
GB.5 areas.
(0.20X0.40m)

1 GB.2 GB.2 GB.1 GB.1 GB.1 GB.1

Top Bar T10/0.125m
Apron Dowel (0.20X0.40m) (0.20X0.40m)
F4.b (0.20X0.40m) F4 (0.20X0.40m) F4.a (0.20X0.40m) F4 (0.20X0.40m)
(0.80x0.80m (1.00x1.00m (1.00x1.00m (1.00x1.00m
4.75 SPA BUILDING x0.25m) x0.30m) x0.30m) x0.30m)

B.1 SPA GROUND FLOOR BEAMS 2.68 2.64 2.66 2.66

Scale 1:100M
S-2
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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Layout Plan
S2
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

A B C D E E.1 F F.1 F.2 G

26.70
4.35 5.05 5.15 1.50 5.33 5.32

4.1 4.18
4.20
F5 F5

2.40
(0.80x0.80x0.25m) (0.80x0.80x0.25m)

F1 F1 F1 F1 F4
(1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.00x1.00x0.30m)
4.41

PRODUCED BY AN AUTODESK STUDENT VERSION

5.71
PRODUCED BY AN AUTODESK STUDENT VERSION

F1 F2 F4
(1.15x1.15x0.30m) (1.25x1.25x0.30m) (1.00x1.00x0.30m)

0.10
3.1 F1 F1

0.10
1.30

(1.15x1.15x0.30m) (1.15x1.15x0.30m)
F2 F2
3 (1.25x1.25x0.30m) (1.25x1.25x0.30m)
3.43

F4
(1.00x1.00m
F2 F2 x0.30m)
(1.25x1.25x0.30m) (1.25x1.25x0.30m)
4.20
15.81

2.2

2.1 F1 F1 F1
2.08

F2 (1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m)

1.30

(1.25x1.25m
2 x0.30m)
F1 F1 F1 F1

1.80
(1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m)

1.1

F4.a F4 F4.a F4 F4.a

5.90

(1.00x1.00m (1.00x1.00m (1.00x1.00m (1.00x1.00m (1.00x1.00m

x0.30m) x0.30m) x0.30m) x0.30m) x0.30m)
4.10

F1 F1 F1 F1 F1
(1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m) (1.15x1.15x0.30m)

1
F4.a F4 F4.a F4
(1.00x1.00m (1.00x1.00m (1.00x1.00m (1.00x1.00m
4.75 SPA BUILDING x0.30m) x0.30m) x0.30m) x0.30m)

B.1 SPA FOUNDATION PLAN 2.68 2.64 2.66 2.66

Scale 1:100M
S-1
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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Foundation Layout Plan
S3
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

A B C D E E.1 F F.1 G
4.35
26.70
5.05 5.15 1.50 5.33 5.32
RB.1
(0.20X0.40m) 2T12TB/3T12BB
4.1 RB Level & Roofing System to 2T12TB
4.18
4.20

(0.20X0.40m)

(0.20X0.40m)
verify with Architectural Plans.
3T12BB Span Lenght L/2 = Extra T12 Bottom Bar

RB.1

RB.1
3T12BB
2T12TB
2.40
3T12TB Span Lenght L/4 = Extra T12 Top Bar

3T12BB
2T12TB
2T12BB

RB.1 RB.1 RB.1 T10 @ 0.15m x

1.55m L Top Bars at
RB.1 NOTES:
1. BM. Assumed +0.00 Level at Road Side Kerb.
(0.20X0.40m)
4
(0.20X0.40m) (0.20X0.40m) (0.20X0.40m) Overhang Slab.
2. All FFL Finish Floor Levels to refer from Architectural
Plans.
RS1: All slab to be125mm thk.
2T12TB 2T12TB 3T12TB 3T12TB 2T12TB 3T12TB 3T12TB 2T12TB 3T12TB 2T12TB 3. Top Levels of Roof Beams RB shall follow Architectural

2T12BB
2T12TB
T10 @ 0.15m x Suspended Slab (unless
3T12TB Plans.
2T12BB 3T12BB 2T12BB 2T12BB 4T12BB 2T12BB 2T12BB 4T12BB 2T12BB 3T12BB 1.55m L Top Bars. otherwise stated)
4. All CHB walls that are not attached with Roof Beams
2T12BB

2T12BB
2T12TB
10mmØ Temp. Bars / 0.20m OC

2T12BB
2T12TB
shall have Roof Tie Beams at minimum size of

2T12BB
2T12TB
BW Bottom Bars. 0.15x0.30m w/ 2T12 TB & 2T12BB, T10@0.15m Tie
2T12TB Slab level shall be checked as Bars.
2T12TB

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)
3T12BB per Architectural Plans. 5. All RC Columns & Roof Beams shall have T10 Dowel
3T12BB Slab concrete cover shall be at

RB.1

RB.1
RB.2

RB.2

RB.2
Bars x 0.30m long at 0.45m spacing for columns and

3T12BB
2T12TB
least 25mm. From any concrete
4.41

0.60m spacing for roof beams, needed for CHB wall

RS1 surface to any contact of steel

3T12BB
2T12TB
3T12BB
2T12TB
3T12BB
2T12TB
RTB.1 RTB.1 bars.
structural connection.

3T12BB
6. Roof Tie Beams above CHB Walls shall have

2T12TB
5.71

PRODUCED BY AN AUTODESK STUDENT VERSION

(0.15X0.30m) (0.15X0.30m) 4T12x0.30m Dowel Bars implanted at Roof Beams.
PRODUCED BY AN AUTODESK STUDENT VERSION

6.1 RTB can be concreted together with all RB.

2T12TB 1T12
6.2 RTB top levels shall be leveled with RB, to assist
2T12BB
3T12TB

0.25
T8 Lateral Ties @

loads from roof truss system.

0.125m cc spacing
2T12

3T12BB

2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB

0.10
0.125
7. Lintel Beams LB shall be reinforced concrete beam
3T12TB RB.1 3T12TB
RB.1 RB.1 3T12TB RB.1 LINTEL BEAM DETAIL
0.125mW x 0.25mD with 2T12 bottom bars and 1T12
2T12BB (0.20X0.40m) (0.20X0.40m) (0.20X0.40m) 2T12BB top bars, with T8 lateral ties spaced at 0.125m cc.
2T12BB (0.20X0.40m)
3.1 2T12TB

2T12BB
3T12TB
2T12BB 2T12BB 3T12BB 2T12BB
3T12TB 2T12TB 2T12TB 3T12TB

3T12BB 3T12TB 2T12TB 3T12TB 3T12TB 2T12TB 3T12TB 2T12TB

0.10
2T12BB
3T12TB
1.30

RTB.1 2T12BB 4T12BB 2T12BB 2T12BB 4T12BB 2T12BB 3T12TB

2T12BB
RB.1 RB.1 RB.1

2T12BB
3T12TB
3T12BB 2T12BB
2T12TB 3T12TB
(0.15X0.30m) 2T12BB
(0.20X0.40m)

(0.20X0.40m) (0.20X0.40m) (0.20X0.40m)

3

2T12BB (0.20X0.40m)
RB.1

(0.20X0.40m)

RB.1
2T12TB

2T12BB
3T12TB
2T12TB

3T12BB
2T12TB
2T12TB 3T12TB 3T12TB

3T12BB
2T12TB
3T12TB 3T12TB

(0.20X0.40m)
RB.1
3T12BB 3T12BB

RB.1
3T12BB 2T12BB 2T12BB 2T12BB 2T12BB

3T12TB
RB.1

3T12TB
3T12TB 2T12BB

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)

(0.20X0.40m)
3T12BB
2T12TB

3T12BB
2T12TB

3T12BB
2T12TB
3T12BB
2T12TB
2T12BB (0.20X0.40m)
2T12BB
3T12TB

RB.1

RB.1

RB.1

RB.1
4.20
15.81

2.2 2T12TB 3T12TB RB.1 3T12TB 3T12TB RB.1 3T12TB

2T12BB
3T12TB
2T12BB (0.20X0.40m) 2T12BB 2T12BB (0.20X0.40m) 2T12BB
3T12BB
2.1 2T12TB 2T12TB
2.08

2T12BB
3T12TB
2T12BB

2T12BB
3T12TB

3T12TB
4T12BB 4T12BB
3T12BB
2T12TB
1.30

(0.20X0.40m)

RTB.1 RTB.1 RTB.1 RB.1 RB.1

RB.1

3T12TB 3T12TB
(0.15X0.30m) (0.15X0.30m) (0.15X0.30m) 2T12BB (0.20X0.40m) (0.20X0.40m)

3T12BB
2T12TB
2T12BB

(0.20X0.40m)

2T12BB (0.20X0.40m)
2
(0.20X0.40m)
2T12BB 3T12BB
3T12TB 2T12TB

3T12BB
2T12TB

RB.1

RB.1
RB.1

RB.1

(0.20X0.40m)
3T12TB 3T12TB

2T12BB
3T12TB
2T12BB
3T12TB

RB.1
(0.20X0.40m) 2T12BB 2T12BB
2T12BB 2T12BB
3T12TB 2T12TB

2T12BB
3T12TB

1.80
RB.1 RB.1 RB.1 RB.1

3T12TB
3T12TB 2T12TB 3T12TB 2T12TB 3T12TB 3T12TB 2T12TB 3T12TB
2T12BB 3T12BB 2T12BB 4T12BB 2T12BB 2T12BB 4T12BB 2T12BB (0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m)
1.1 3T12TB 3T12TB

2T12BB
3T12TB 3T12TB 3T12TB

3T12TB
RB.1 RB.1 RB.1 3T12TB 3T12TB

2T12BB

2T12BB
3T12TB 3T12TB
3T12TB

3T12TB
2T12BB
3T12TB

2T12BB 2T12BB 2T12BB 2T12BB 2T12BB 2T12BB 2T12BB 2T12BB 2T12BB

(0.20X0.40m) (0.20X0.40m) (0.20X0.40m)

2T12BB
3T12TB
5.90

2T12BB
3T12TB
(0.15X0.30m)
3T12BB
2T12TB

(0.20X0.40m)
(0.20X0.40m)

2T12BB (0.20X0.40m)

(0.15X0.30m)
RTB.1

(0.20X0.40m)

3T12BB
2T12TB

(0.20X0.40m)
(0.20X0.40m)
(0.20X0.40m)

(0.20X0.40m)
3T12BB
2T12TB

RTB.1

3T12BB
2T12TB
RB.1
RB.1

3T12BB

3T12BB
2T12TB

2T12TB
RB.1

RB.1
3T12BB

3T12BB

RB.1
2T12TB

2T12TB

RB.1
4.10

RB.1

RB.1

3T12BB

3T12BB
2T12TB

2T12TB
2T12BB
2T12TB

2T12BB
3T12TB

3T12TB
2T12BB
3T12TB

RB.1 RB.1 RB.1 RB.1 RB.1 RB.1 RB.1

(0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m) (0.20X0.40m)

1 2T12TB
2T12BB
2T12TB
3T12BB
3T12TB
2T12BB
3T12TB 2T12TB 3T12TB 3T12TB 2T12TB 3T12TB 3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
3T12TB
2T12BB
2T12BB 4T12BB 2T12BB 2T12BB 4T12BB 2T12BB

4.75 2.25 2.64 2.66 2.66

SPA BUILDING 2.68

B.1 SPA ROOF BEAMS

Scale 1:100M
S-3
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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Roof Beams Layout Plan S4
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

A B C D E E.1 F F.1 G
26.70
4.35 5.05 5.15 1.50 5.32

1. All roof truss' top and bottom chords shall be

4.1 2.00 2.
anchored by T10 rebars, bended properly.
T10 anchor bars shall be cast in bed to RC
roof beams, spaced accordingly.
4.18
4.20
3. All contacts of truss bottom chords, rafters
shall be leveled by self leveling grout at the

2.40
location of the T10 anchor bars.

R R R NOTES:

4
1. All purlins shall have metal cleats, sag rods
and other accessories needed for the roof
RS1: All slab to system.
be120mm thk. 2. Roof truss elements are made of galvanized
Suspended Slab light weight steel, connected by approved
(unless otherwise metal screw (self tapered tex screw).
R stated)
10mmØ Temp. Bars /
0.20m OC BW Bottom
3. Prior to erection of the roofing system,
contractor to provide approved methodology.
4. All Purlins shall be C Channel type light

R R Bars. weight steel, 2x50x100mm galvanized.

4.41
Slab level shall be Spaced at 600mm oc.
checked as per
HT.1 Architectural Plans.
5. Purlins shall be installed in reference to roof
tile profile of the roofing sheet. Sample of
5.71

roof sheet should be studied to avoid

8.24
misplaced purlins according to roofing profile.

PRODUCED BY AN AUTODESK STUDENT VERSION

T1.a
PRODUCED BY AN AUTODESK STUDENT VERSION

HT.1
R 0.
R
3.1 35
3.37

0.10
R
1.30

1.35

3 T2
R
R
HT.2
4.20
15.81

2.2 T1
8.28
T3 T3
2.1 T3 T3 R

2 T2

10.20
HT.1
1.1 R
R
5.90

T1.a T3a T3b

4.10

R HT.2
R
R R
R
1 R
2.25
4.75
SPA BUILDING 2.64 2.66 2.66
B.1
1.
NOTES:
R = Rafter, C Channel
2. HT = Hip Truss
SPA ROOFING SYSTEM, TRUSSES
3. T = Full Truss Scale 1:100M
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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Roofing System, Trusses & Frames 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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

COLUMN C.1 COLUMN C.1 COLUMN C.2

DETAILS DETAILS DETAILS
0.20 0.20 0.20

6T12 Vertical Bars 6T12 Vertical Bars 6T12 Vertical Bars

0.30

0.30
T10 Lateral Ties T10 Lateral Ties T10 Lateral Ties

0.35
(10T10@0.05m Top & (10T10@0.05m Top & (10T10@0.05m Top &
Bottom of Column, Rest Bottom of Column, Rest Bottom of Column, Rest
at T10@0.10mcc at T10@0.10mcc at T10@0.10mcc

Splicing of T12 @ 0.75m 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 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 Except 10T10 @ 0.05m cc should be bended as
at Top, or Bottom of Roof shown. at Top, or Bottom of Roof shown. at Top, or Bottom of Roof shown.
Beams Beams Beams

0.75

0.75

0.75

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

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

Approved back fill Approved back fill Approved back fill

materials. materials. materials.
Filling should gradual to Filling should gradual to Filling should gradual to
sorrounding of column, sorrounding of column, sorrounding of column,
not by one side or it will not by one side or it will not by one side or it will
0.30

0.30

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

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

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

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

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

1.00

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

0.80mW x 1.15mW x 1.25mW x

0.80mL x 1.15mL x 1.25mL x
0.25mD 0.30mD T10 Tie 0.30mD
T10 Tie Footing T10 Tie Footing Footing

0.30
0.20

0.30
0.20
0.25
0.15

6T12 Bothways 50mm Lean Concrete. 50mm Lean Concrete. 8T12 Bothways 50mm Lean Concrete. 10T12 Bothways

Compacted original Compacted original Compacted original

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

FOOTING F.5 DETAILS FOOTING F.1 DETAILS FOOTING F.2 DETAILS

(0.25m x 0.80m x 0.80m) (0.30m x 1.15m x 1.15m) (0.30m x 1.25m x 1.25m)
1.15 1.25

6T12 Bothways 8T12 Bothways 10T12 Bothways

1.15

1.25
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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Footing Details (Foundation) S6
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

COLUMN C.4a COLUMN C.4

DETAILS DETAILS
0.20 0.20

6T12 Vertical Bars 6T12 Vertical Bars

0.30

0.30
T10 Lateral Ties T10 Lateral Ties
(10T10@0.05m Top & (10T10@0.05m Top &
Bottom of Column, Rest Bottom of Column, Rest
at T10@0.10mcc 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

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

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 Road Kerb Level. To verify with
Architect. T10 @ 0.10m cc Architect. 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
0.30mD 0.30mD
T10 Tie T10 Tie
Footing Footing
0.30
0.20

0.30
0.20
50mm Lean Concrete. 7T12 Bothways 50mm Lean Concrete. 7T12 Bothways

Compacted original ground to 95%. Compacted original ground to 95%.

Using Rammer machine, plate Using Rammer machine, plate
compactor not acceptable. compactor not acceptable.
No filling below footing is allowed. No filling below footing is allowed.

1.00 1.00

FOOTING F.4a DETAILS FOOTING F.4 DETAILS

(0.30m x 1.00m x 1.00m) (0.30m x 1.00m x 1.00m)

1.00 1.00

7T12 Bothways 7T12 Bothways

1.00

1.00

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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Footing Details (Foundation) S7
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

1 1.1 2.2
0.78
4.10 3.87

0.93 0.89 1.00 0.78

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
@ 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 @
2T12 Top Bars
2T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars T10 Lateral Ties @ 0.15mcc 3T12 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
3T12 Bottom Bars
1.85 2.38

PRODUCED BY AN AUTODESK STUDENT VERSION

2T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars
PRODUCED BY AN AUTODESK STUDENT VERSION

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.6 GROUND BEAM GB.6 GROUND BEAM G

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
2T12 Bottom Bars
ALONG GRID B / (0.20m x 0.40m)
4T12 Bottom Bars 2T12 Bottom Bars ALONG GRID B / (0.20m x 0.40m) ALONG GRID B / (0.20m x 0.40

MATCH LINE 'A-A'

1 1.1 2.2
0.78
4.10 3.87

0.93 0.89 1.00 0.78

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
@ 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 @
2T12 Top Bars
2T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars T10 Lateral Ties @ 0.15mcc 3T12 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
3T12 Bottom Bars
1.85 2.38

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.6 GROUND BEAM GB.6 GROUND BEAM G

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
2T12 Bottom Bars
ALONG GRID A / (0.20m x 0.40m)
4T12 Bottom Bars 2T12 Bottom Bars ALONG GRID A / (0.20m x 0.40m) ALONG GRID A / (0.20m x 0.40

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 STRUCTURAL DRAWINGS
+ Ground Floor Beams S8
JEFFERSON C. TAN SPA BUILDING
JECO DEVELOPMENT CORPORATION
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

3.1 4 4.1

3.43 4.41

0.78 1.03

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

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

T10@ 0.20mcc Top Dowel Bars x 0.60mL

2T12 Top Bars 2T12 Top Bars

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

4T12 Bottom Bars 4T12 Bottom Bars
1.57 2.06
2T12 Top Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

2T12 Top Bars 3T12 Top Bars 2T12 Top Bars 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars
PRODUCED BY AN AUTODESK STUDENT VERSION

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.6 GROUND BEAM GB.6 GROUND BEAM GB.1a

4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID B / (0.20m x 0.40m) ALONG GRID B / (0.20m x 0.40m) ALONG GRID 6 / (0.20m x 0.40m)
MATCH LINE 'A-A'

3.1 4 4.1

3.43 4.41

0.78 1.03

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

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

T10@ 0.20mcc Top Dowel Bars x 0.60mL

2T12 Top Bars 2T12 Top Bars

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

4T12 Bottom Bars 4T12 Bottom Bars
1.57 2.06

2T12 Top Bars

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.6 GROUND BEAM GB.6 GROUND BEAM GB.1a

4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID A / (0.20m x 0.40m) ALONG GRID A / (0.20m x 0.40m) ALONG GRID A / (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 STRUCTURAL DRAWINGS
+ Ground Floor Beams S9
JEFFERSON C. TAN SPA BUILDING
JECO DEVELOPMENT CORPORATION
TIN NO. : 417-622-224
PTR NO. : IP No. 260-5605 / 2020
PRC NO. : 0046686 JECO DEVELOMPMENT CORPORATION (1 Story Detached)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

A B D E
2.68

4.35 4.18

4.45 1.50 0.80 0.60

8T10 Lateral Ties 3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties 8T10 Lateral Ties
8T10 Lateral Ties @ 0.05mcc @ 0.10mcc Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc
3T10 Lateral Ties 3T10 Lateral Ties @ 0.05mcc Rest T10 Lateral 8T10 Lateral Ties
@ 0.10mcc @ 0.10mcc Ties @ 0.125mcc @ 0.05mcc
10T10 Lateral Ties @ 0.05mcc Rest @ T10 Lateral Ties 2T12 Top Bars Rest @ T10 Lateral Ties 10T10 Lateral Ties @ 0.05mcc 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars
4T12 Bottom Bars 1.19

1.11 2.23 1.11 3T12 Top Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral 4T12 Bottom Bars T10 Lateral
Ties Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.1 GROUND BEAM GB.4b

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 4.1 / (0.20m x 0.40m) ALONG GRID 1.1 / (0.20m x 0.40m)

MATCH LINE 'B-B'

A B C
4.35 5.05

4.45

1.11 1.31 1.31

3T10 Lateral Ties

@ 0.10mcc 3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties
10T10 Lateral Ties @ 0.05mcc @ 0.10mcc @ 0.10mcc @ 0.10mcc
10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc
2T12 Top Bars 2T12 Top Bars Rest @ 0.125m T10 Lateral Ties 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars Rest @ 0.125m T10 Lateral Ties 3T12 Top Bars

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
3T12 Bottom Bars 4T12 Bottom Bars

0.91 2.23 0.91 2.43

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.3 GROUND BEAM GB.2

2T12 Bottom Bars 3T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 4 / (0.20m x 0.40m) ALONG GRID 4 / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor 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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

E.1 F F.1 F.2 G

2.65 2.66 2.66

0.61 0.61 0.60 0.60 0.59

3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties
@ 0.10mcc Ties @ 0.125mcc @ 0.10mcc @ 0.10mcc @ 0.10mcc @ 0.10mcc Ties @ 0.125mcc @ 0.10mcc
10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties
@ 0.05mcc @ 0.05mcc @ 0.05mcc @ 0.05mcc @ 0.05mcc @ 0.05mcc @ 0.05mcc
3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
1.21 1.18
1.23 2T12 Top Bars 2T12 Top Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

T10 Lateral T10 Lateral

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral 4T12 Bottom Bars T10 Lateral T10 Lateral 4T12 Bottom Bars T10 Lateral
Ties Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.3a GROUND BEAM GB.3a GROUND BEAM GB.3a

2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 1.1 / (0.20m x 0.40m) ALONG GRID 1.1 / (0.20m x 0.40m) ALONG GRID 1.1 / (0.20m x 0.40m)
MATCH LINE 'B-B'

C D E.1
5.15 4.18

1.34 1.31 1.10

3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties
@ 0.10mcc @ 0.10mcc @ 0.10mcc @ 0.10mcc
10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc
3T12 Top Bars Rest @ 0.125m T10 Lateral Ties 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars Rest @ 0.125m T10 Lateral Ties 2T12 Top Bars

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

2.48 1.99

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.2 GROUND BEAM GB.3

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 4 / (0.20m x 0.40m) ALONG GRID 4 / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S11
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

D E E.1 F.1
4.18 3.77

1.50 0.77 0.57 0.92 0.92 0.98

8T10 Lateral Ties 3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties 8T10 Lateral Ties 3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties 3T10 Lateral Ties
8T10 Lateral Ties @ 0.05mcc @ 0.10mcc Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.10mcc Ties @ 0.125mcc @ 0.10mcc @ 0.10mcc
@ 0.05mcc 10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties
Rest T10 Lateral 8T10 Lateral Ties @ 0.05mcc @ 0.05mcc @ 0.05mcc
Ties @ 0.125mcc @ 0.05mcc
3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom B
PRODUCED BY AN AUTODESK STUDENT VERSION

2T12 Top Bars 1.84

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

T10 Lateral T10 Lateral 2T12 Bottom Bars T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.4 GROUND BEAM GB.3

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 3 / (0.20m x 0.40m) ALONG GRID 3 / (0.20m x 0.40m)

MATCH LINE 'C-C'

D E E.1 F.1
4.18 3.77

1.50 0.77 1.00 0.92 0.92 0.98

8T10 Lateral Ties 3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties 8T10 Lateral Ties 3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties 3T10 Lateral Ties
8T10 Lateral Ties @ 0.05mcc @ 0.10mcc Ties @ 0.125mcc @ 0.10mcc @ 0.05mcc @ 0.10mcc Ties @ 0.125mcc @ 0.10mcc @ 0.10mcc
@ 0.05mcc 10T10 Lateral Ties 10T10 Lateral Ties 10T10 Lateral Ties
Rest T10 Lateral 8T10 Lateral Ties @ 0.05mcc @ 0.05mcc @ 0.05mcc
Ties @ 0.125mcc @ 0.05mcc
3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 4T12 Top Bars 4T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars

8T12 Bottom Bars 8T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom B
2.99
1.84

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.4a GROUND BEAM GB.3

4T12 Bottom Bars 8T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
Clear spacing @ ALONG GRID 2 / (0.20m x 0.40m) ALONG GRID 2 / (0.20m x 0.40m)
0.25m (min).

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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S12
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)
SPA
JECO / JDCEDO DRAWINGS/PLANS SHOULD NOT BE DIVULGE TO OTHER PARTIES EXCEPT WITH THE PROJECT TEAM MEMBERS.
PRODUCED BY AN AUTODESK STUDENT VERSION LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
COPYRIGHT LAW OF THE PHILIPPINES & OTHER COUNTRIES APPLIES.
DESIGNED, DRAWN & PREPARED BY : JMG
 PRODUCED BY AN AUTODESK STUDENT VERSION

G
4.20

3T10 Lateral Ties

@ 0.10mcc
Rest. T10 Lateral
Ties @ 0.125mcc
3T10 Lateral Ties
@ 0.10mcc
10T10 Lateral Ties
2
@ 0.05mcc
2T12 Top Bars 3T12 Top Bars
1.1 F.2
2.1 F

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

3.1 E.1
2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars

1.95
1.40 0.70

3T12 Top Bars 2T12 Top Bars 3T12 Top Bars T10x0.70m L Shape @ 0.30mcc TB
T10x1.40m @ 0.30mcc TB 2T12 Top Bars
T10 Reinforcement @ 0.30m Bothways T10 Reinforcement @ 0.30m Bothways
T10 Lateral Ties @ 0.15mcc
T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties

0.20
GROUND BEAM GB.3 50mm Lean Concrete. 50mm Lean Concrete.
2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars

0.125

0.125
ALONG GRID 3 / (0.20m x 0.40m)
Compacted original ground to 95%. Compacted original ground to 95%.
Using Rammer machine, plate compactor not acceptable. Using Rammer machine, plate compactor not acceptable.
MATCH LINE 'C-C'

0.30

3T12 Bottom Bars

TYPICAL SLAB WALL FOOTING BEAM (S.3T12) TYPICAL SLAB REINFORCEMENT AT ENDS
G (0.20m X 0.30m) (T10 x 0.70m w/ L shape End @ 0.30mcc)

4.20

3T10 Lateral Ties Rest. T10 Lateral 3T10 Lateral Ties

@ 0.10mcc Ties @ 0.125mcc @ 0.10mcc
10T10 Lateral Ties
@ 0.05mcc
2T12 Top Bars 3T12 Top Bars

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

1.95

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

T10 Lateral T10 Lateral T10 Lateral

Ties Ties Ties

GROUND BEAM GB.3

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 2 / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S13
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

MATCH LINE 'D-D'

PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION

A B B.1
4.75
5.05
1.11 1.11 1.11

3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties

@ 0.10mcc @ 0.10mcc @ 0.10mcc
3T10 Lateral Ties Rest @ 0.125m x T10 Lateral Ties
@ 0.10mcc
10T10 Lateral Ties @ 0.05mcc 2T12 Top Bars 3T12 Top Bars 10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc 3T12 Top Bars 2T12 Top Bars Rest @ 0.125m T10 Lateral Ties 3T12 Top Bars 10T10 Lateral Ties @ 0.05mcc

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

4T12 Bottom Bars 4T12 Bottom Bars

1.31 2.23 2.23

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.5 GROUND BEAM GB.2

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S14
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

MATCH LINE 'D-D'

MATCH LINE 'E-E'

PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION

C D E E.1
5.15 4.18

1.50 2.68
1.21 1.21

3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties 3T10 Lateral Ties
@ 0.10mcc @ 0.10mcc @ 0.10mcc @ 0.10mcc
10T10 Lateral 10T10 Lateral
10T10 Lateral Ties @ 0.05mcc 10T10 Lateral Ties @ 0.05mcc
Ties @ 0.05mcc Ties @ 0.05mcc
T10 Lateral Ties @ 0.05mcc 3T12 Top Bars Rest @ 0.125m T10 Lateral Ties 2T12 Top Bars 3T12 Top Bars 2T12 Top Bars Rest @ 0.125m T10 Lateral Ties 3T12 Top Bars

2T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
5T12 Bottom Bars
1.19
2.43

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

GROUND BEAM GB.2 T10 Lateral

GROUND BEAM GB.1c
2T12 Bottom Bars 5T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID 1 / (0.20m x 0.40m) Ties ALONG GRID 1 / (0.20m x 0.40m)

2T12 Bottom Bars

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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S15
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

MATCH LINE 'E-E'

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

E.1 F F.2 G
2.65 2.66 2.66

0.61 0.61 0.62 0.62 0.59

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

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
1.23 1.23 1.18

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties Ties Ties Ties

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S16
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

1 1.1 2.1

4.10 3.09

1.03 0.71 0.71 0.98

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
@ 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
2T12 Top Bars
2T12 Top Bars 2T12 Top Bars 3T12 Top Bars 3T12 Top Bars 2T12 Top Bars 3T12 Top Bars T10 Lateral Ties @ 0.15mcc

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

PRODUCED BY AN AUTODESK STUDENT VERSION

3T12 Bottom Bars
1.85 1.42
PRODUCED BY AN AUTODESK STUDENT VERSION

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

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

2T12 Bottom Bars
GROUND BEAM GB.6
4T12 Bottom Bars 2T12 Bottom Bars
GROUND BEAM GB.6
ALONG GRID C / (0.20m x 0.40m) ALONG GRID C / (0.20m x 0.40m)

MATCH LINE 'F-F'

1 1.1 2.1

4.10 3.09

1.03 0.71 0.71 0.98

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
@ 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
2T12 Top Bars
2T12 Top Bars 2T12 Top Bars 4T12 Top Bars 4T12 Top Bars 2T12 Top Bars 3T12 Top Bars T10 Lateral Ties @ 0.15mcc

2T12 Top Bars 2T12 Top Bars 2T12 Top Bars 2T12 Top Bars
4T12 Bottom Bars 6T12 Bottom Bars
3T12 Bottom Bars
1.85 1.42

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.6 GROUND BEAM GB.6a

2T12 Bottom Bars 6T12 Bottom Bars 2T12 Bottom Bars
2T12 Bottom Bars
ALONG GRID D / (0.20m x 0.40m)
4T12 Bottom Bars 2T12 Bottom Bars ALONG GRID D / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S17
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

3.1 4

4.21 4.41
0.98
1.03

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

10 Lateral Ties @ 0.15mcc 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
4T12 Bottom Bars 4T12 Bottom Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

1.96 2.06
PRODUCED BY AN AUTODESK STUDENT VERSION

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
GROUND BEAM GB.6 GROUND BEAM GB.6
ALONG GRID C / (0.20m x 0.40m) ALONG GRID C / (0.20m x 0.40m)
MATCH LINE 'F-F'

3.1 4

4.21 4.41

1.17 1.03

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

10 Lateral Ties @ 0.15mcc 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
4T12 Bottom Bars 4T12 Bottom Bars
2.19 2.06

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral T10 Lateral
Ties Ties Ties Ties Ties Ties

GROUND BEAM GB.6 GROUND BEAM GB.6

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ALONG GRID D / (0.20m x 0.40m) ALONG GRID D / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S18
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

1 1.1

4.10 1.79

1.03 1.40

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

2T12 Top Bars 2T12 Top Bars 6T12 Top Bars 6T12 Top Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

2T12 Top Bars 2T12 Top Bars 4T12 Top Bars

4T12 Bottom Bars

1.85

2T12 Top Bars 2T12 Top Bars 6T12 Top Bars 6T12 Top Bars

T10 Lateral T10 Lateral T10 Lateral T10 Lateral

Ties Ties Ties Ties

GROUND BEAM GB.6

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

MATCH LINE 'G-G'

ALONG GRID E / (0.20m x 0.40m) 4T12 Bottom Bars

1 1.1

4.10 1.80

0.98

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

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

2T12 Top Bars 2T12 Top Bars

4T12 Bottom Bars 3T12 Bottom Bars
1.85

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

T10 Lateral T10 Lateral T10 Lateral T10 Lateral

Ties Ties Ties Ties

GROUND BEAM GB.7 GROUND BEAM GB.7

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars 3T12 Bottom Bars
ALONG GRID G / (0.20m x 0.40m) ALONG GRID G / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S19
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

2 3

4.21

1.50

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

4T12 Top Bars 4T12 Top Bars

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

6T12 Top Bars

4T12 Bottom Bars
3.00

4T12 Top Bars 4T12 Top Bars

T10 Lateral T10 Lateral

Ties Ties

GROUND BEAM GB.6

6T12 Bottom Bars 4T12 Bottom Bars
ALONG GRID E / (0.20m x 0.40m)
MATCH LINE 'G-G'

2 3

4.20

0.95

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

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

2T12 Top Bars 2T12 Top Bars

4T12 Bottom Bars
1.90

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

T10 Lateral T10 Lateral T10 Lateral

Ties Ties Ties

OUND BEAM GB.7 GROUND BEAM GB.7

2T12 Bottom Bars 4T12 Bottom Bars 2T12 Bottom Bars
ONG GRID G / (0.20m x 0.40m) ALONG GRID G / (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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Ground Floor Beams S20
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

A B C D
1.08 1.08

1.08

1.08

0.30
1.49

C Cha. LWS Members 2x15x50x100mm

mm
.
S m cc t
lins LW 600m 1s
C Pur spaced at e start of ile.

0
x10
0mm sure
th prof
x5 0x10 ld make ro of tile
al

x50
tu
1.5x15ctor shou the ac al first.

2.18
ra at ch
Conct should m for approv

x15
purlins Test

2
ers
ord C Ch
p Ch

mb
anne
0.60 S To l
2x15 LWS Top
l LW 50mm

Me
anne 1 x50x
150m Chord

PRODUCED BY AN AUTODESK STUDENT VERSION

0.60 C Ch x15x50x m
PRODUCED BY AN AUTODESK STUDENT VERSION

2
0.07

C Channel LWS Bottom Chord 2x15x50x150mm C Channel Light Weight Steel, 2mm thk x 15x50x150mm C Channel LWS Bottom Chord 2x15x50x150mm

ROOF TRUSS T1 DETAILS

1.08 0.98

1.08

1.49

C Cha. LWS Members 2x15x50x100mm

m
.
S m cc t

0m
lins LW 600m 1s
C Pur spaced at e start of ile.

x10
m th prof
100m e sure roof tile
x50x ould mak al

x50
15 tu
1.5x ctor sh
ch the ac al first.
ct ra at ov
Con should m for appr

5
2x1
purlins Test

1.82+-
ers
ord C Ch
p Ch

mb
anne
0.60 S To l
2x15 LWS Top
l LW 50mm

Me
anne 1 x50x
150m Chord
0.60 C Ch x15x50x m
2
0.07

C Channel LWS Bottom Chord 2x15x50x150mm C Channel Light Weight Steel, 2mm thk x 15x50x150mm C Channel LWS Bottom Chord 2x15x50x150mm
Self Leveling Grout
at Least 50mm thick

ROOF TRUSS T2.a DETAILS

(Hip Truss Type)
ROOF TRUSS T2 DETAILS

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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Roofing System, Trusses & Frames
S21
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

4 3.1 2.1 2 1.1 1

1.08

Colar C Channel
2x15x50x150

.
S m cc t
lins LW 600m 1s

C Cha. LWS Members 2x15x50x100mm

C Cha. LWS Members 2x15x50x100mm

C Pur spaced at e start of ile.

mm

Me
m th prof
100m e sure roof tile
x50x ould mak

mb
15 tu al

0
1.5x ctor sh the ac al first.

x10
ra at ch

ers
Conct should m for approv
Test

x50
purlins

2
2.18

2.18

x15
x15

x50
2
ers

x10
ord C Ch
p Ch

mb
anne

0
0.60 S To l
2x15 LWS Top
0.60

mm
l LW 50mm

Me
anne 1 x50x
150m Chord

PRODUCED BY AN AUTODESK STUDENT VERSION

0.60 C Ch x15x50x m 0.60
PRODUCED BY AN AUTODESK STUDENT VERSION

2
0.07 0.07

C Channel LWS Bottom Chord 2x12x50x150mm C Channel Light Weight Steel, 2mm thk x 15x50x150mm C Channel LWS Bottom Chord 2x15x50x150mm
C Channel Light Weight Steel, 2mm thk x 15x50x150mm
All connections of truss members shall using approved tex
screw 25mmL.

ROOF TRUSS T1.a DETAILS

.
S m cc t
lins LW 600m 1s
C Pur spaced at e start of ile.
0mm sure
th prof
x5 0x10 ld make roof tile
al
1.5x15ctor shou e actu first.

100mm
th
ra atch al
Conct should m for approv
purlins Test

2x15x50x

m
C Ch

0m
ord
p Ch anne
S To l

10
0.60 l LW 50mm 2x15 LWS Top

0x
anne 1 x50x
150m Chord
C Ch x15x50x

x5
0.60
0.60 2 m

15
Members

2x
0.07 0.07

rs
be
em
M
C Channel LWS Bottom Chord 2x15x50x150mm C Channel Light Weight Steel, 2mm thk x 15x50x150mm

10.20

ROOF TRUSS T3 DETAILS

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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Roofing System, Trusses & Frames
S22
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)
SPA
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

PRODUCED BY AN AUTODESK STUDENT VERSION

 PRODUCED BY AN AUTODESK STUDENT VERSION

.
S m cc
lins LW at 600m t of 1st
C Pur spaced ar .
m the st profile
100m e sure roof tile

100mm
15 x50x ould mak tual
1.5x ctor sh the ac al first. C Ch
ra atch anne
Conct should m for approv l
purlins Tes t 2x15 LWS Top
x50x
150m Chord

2x15x50x
m
ord
p Ch

m
0.60 S To

m
l LW 50mm

00
anne 1
C Ch x15x50x

Members

x1
0.60 2

50
5x
0.07

x1
2
rs
be
em
M
C Channel LWS Bottom Chord 2x15x50x150mm

7.30

ROOF TRUSS T3.a DETAILS

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

S .
m cc t
1.07
lins LW 600m 1s
C Pur spaced at e start of ile.
m th prof
100m e sure roof tile
15 x50x ould mak tu al

mm
1.5x ctor sh
ch the ac al first. C Ch
anne
ra at
Conct should m for approv l LW

2x50x100
purlins Test 2x50 ST
x150 op Chord
mm
ord
p Ch

m
0.60 S To

0m
l LW 50mm

Members
anne

10
1
0.60 C Ch x15x50x

0x
2

x5
15
0.07

2x
rs
be
em
M
C Channel LWS Bottom Chord 2x15x50x150mm

7.30

ROOF TRUSS T3.b DETAILS

1.00
1.00

T2 CONNECTIONS
1.25

T1a CONNECTIONS
0m
x10
1.25

x50

2.18
s2
mm

er
00

mb
Chord

x1
S Top

Me
50
nnel LW 50mm
C Cha

2x
2x50x1

ers
mb
Me
C Channel LWS Bottom Chord 2x15x50x150mm C Channel Light Weight Steel, 2mm thk x 50x150mm

C Channel Plates T10 Anchor Bars

10.26

6.02

HIP TRUSS HP.1 DETAILS

HIP TRUSS HP.2 DETAILS
TITLE / DESCRIPTION :

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
SPA BUILDING
STRUCTURAL DRAWINGS
+ Roofing System, Trusses & Frames
S23
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)
SPA
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LOCATION: SABANG, CABAYUGAN, PUERTO PRINCESSA, PALAWAN
DESIGNED, DRAWN & PREPARED BY : JMG

PRODUCED BY AN AUTODESK STUDENT VERSION