Vicinity Map: For Bidding

3 A1 00

VICINITY MAP NTS

ARCHITECTURAL DESIGN DEPARTMENT

1 A1 00

LOCATION MAP 1 : 40

2 A1 00

SITE DEVELOPMENT PLAN 1 : 2000

ISSUED

FOR BIDDING CHECKED BY : AAAABULAD NOTED BY: KPABOT

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019

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FLOOR PLAN ON SITE 1 : 50M

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING CHECKED BY : AAAABULAD NOTED BY: KPABOT

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019

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DETAILED FLOOR PLAN

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1 : 50M

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REFLECTED CEILING PLAN 1 : 50M

1

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING CHECKED BY : AAAABULAD NOTED BY: KPABOT

2

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ROOF PLAN 1 : 50M

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019

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FRONT ELEVATION

2

1 : 50M

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LEFT-SIDE ELEVATION 1 : 50M

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1

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

3 A1 03

REAR ELEVATION 1 : 50M

4 A1 03

RIGHT-SIDE ELEVATION 1 : 50M

FOR BIDDING CHECKED BY : AAAABULAD NOTED BY: KPABOT

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019

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LONGITUDINAL SECTION 1 : 50M

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1

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING 2 A1 04

CROSS SECTION 1 : 50M

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CROSS SECTION

CHECKED BY : AAAABULAD NOTED BY: KPABOT

1 : 50M

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019

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DOORS AND WINODWS SCHEDULE 1 : 50M

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING CHECKED BY : AAAABULAD NOTED BY: KPABOT

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019

DETAILED SECTION

1 A

1 : 10M

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DETAILED SECTION 1 : 10M

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DETAILED SECTION 1 : 10M

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DETAILED SECTION

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1 : 10M

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D E C K

BEAM EXTERIOR INTERIOR

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

3 A1 06

DETAILED SECTION 1 : 10M

5 A1 06

DETAILED SECTION

FOR BIDDING

1 : 10M

CHECKED BY : AAAABULAD NOTED BY: KPABOT

ISSUED BY : RDMCARIG DATE: 23APR2019

FOR BIDDING

A. STRUCTURAL DESIGN:

E. STRUCTURAL STEEL

C. REINFORCED CONCRETE NOTES (CONT'D)

1. GOVERNING CODES ACI 318M-08 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

2. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION CODE OF THE 1. ALL STRUCTURAL MILL SECTIONS BUILT UP PLATE SECTIONS SHALL BE DESIGNED IN AMERICAN CONCRETE INSTITUTE (ACI 318-05). ACCORDANCE WITH AISC'S LATEST SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. UBC97 UNIFORM BUILDING CODE 3. LOCATION OF ALL CONSTRUCTION OR COLD JOINTS MUST BE APPROVED BY THE ENGINEER/ARCHITECT. 2. DESIGN LOADS FOR BUILDINGS SHALL MEET THE REQUIRED STRUCTURAL DESIGN NSCP 2010 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES CRITERIA. 4. PIPE OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE 2. GOVERNING STANDARDS PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. PIPES MAY PASS 3. STEEL PLATES, SHAPES, BARS AND METAL FABRICATIONS: ASTM A-36. ASTM A615M/PNS 49 SPECIFICATION FOR STEEL BARS FOR CONC. REINF. THROUGH STRUCTURAL CONCRETE IN SLEEVES BUT SHALL NOT BE EMBEDDED ASTM C33 STANDARD SPECIFICATIONS FOR CONCRETE AGGREGATES THEREIN. 4. STRUCTURAL BOLTS AND NUTS: ASTM C39 STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF ASTM A-325, GALVANIZED, 7 8 CYLINDRICAL CONCRETE SPECIMEN 5. REINFORCING BARS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN A-490 1" AND ABOVE. ASTM C150 STANDARD SPECIFICATION FOR PORTLAND CEMENT PLACE BEFORE POURING CONCRETE,BAR PLACEMENT AND SUPPORTS SHALL BE IN ACCORDANCE WITH RECOMMENDED ACI PRACTICE. 5. ELECTRODES FOR WELDING: ASTM S133 E_70XX SERIES; COMPLY WITH AWS D1.1 B. GENERAL NOTES CODE REQUIREMENTS. 6. IN GENERAL, THE LATEST EDITION OF ( MANUAL OF STANDARD PRACTICE FOR 1. GENERAL NOTES AND TYPICAL STRUCTURAL DETAILS SHALL APPLY TO ALL DRAWINGS DETAILING CONCRETE STRUCTURES ) ACI 315, SHALL BE ADHERED TO, UNLESS 6. FLAME CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH LATEST " UNLESS OTHERWISE SHOWN OR NOTED. SHOWN OTHERWISE. STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 2. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY 7. USE OF ADMIXTURES IS PERMITTED TO PRODUCE PROPER SLUMP AND WORKABILITY THROUGHOUT FOR SIMILAR CONDITIONS. MODIFY TYPICAL DETAILS AS REQUIRED TO BUT SUBJECT TO THE ENGINEER'S APPROVAL. ADDITION OF WATER TO CONCRETE AT 7. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS AND SHALL BE PROPERLY MEET SPECIAL CONDITIONS. JOBSITE IS NOT ALLOWED. BACK-CHIPPED OR GOUGED. BACK-UP PLATES SHALL BE PROVIDED AS REQUIRED. 3. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SHALL NOTIFY THE ENGINEER /ARCHITECT OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK OR DURING CONSTRUCTION.

D. REINFORCING STEEL

4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND BRACING OF THE STRUCTURE FOR ALL LOADS THAT MAY BE IMPOSED DURING CONSTRUCTION.

DIAMETER OF BARS

5. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST APPLICABLE STANDARDS OR SPECIFICATIONS. ALL WORKS SHALL CONFORM WITH THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES. 6. INSPECTION - ALL CONSTRUCTION AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION, EXAMINATION AND TESTING BY THE ENGINEER/ARCHITECT. THE ENGINEER/ARCHITECT SHALL HAVE THE RIGHT TO REJECT DEFECTIVE MATERIALS AND WORKMANSHIP OR REQUIRE ITS CORRECTION. 7. UNLESS SPECIFICALLY DETAILED ELSEWHERE CONTRACTOR SHALL FOLLOW TYPICAL DETAILS AS SHOWN IN THESE DRAWINGS. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COORDINATION OF WORK AMONG VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE. 9. DO NOT SCALE DRAWINGS, CALL-OUT DIMENSIONS AND STANDARD CODE REQUIREMENTS SHALL GOVERN OVER UN-SCALED DRAWINGS 10. SPECIAL NOTE: DIMENSIONS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS SHALL BE USED TO DEFINE DETAIL CONFIGURATIONS, ELEVATIONS, OPENINGS, JOINTS, SLOPES, ETC. 11. THE CONTRACTOR IS GIVEN THE OPTION TO UTILIZE ALTERNATIVE METHODS OF DESIGN AND ALTERNATIVE METHOD OF CONSTRUCTION AS DEEMED SUITABLE PROVIDED THAT SUCH OPTION IS IN CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND IS COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.

8. SHOP PAINTING FOR STRUCTURAL STEEL SHALL BE RUST INHIBITIVE PRIMER WITH MINIMUM D.F.T OF 2.C MILS.

SCHEDULE OF REINFORCING BARS GRADE (fy)

ASTM

GRADE 40 (40,000 PSI)

A615/A6I5M DEFORMED

GRADE 60 (60,000 PSI)

A615/A6I5M DEFORMED

3. IN GENERAL, BAR SPLICES SHALL BE MADE AT POINTS OF MINIMUM STRESS. SPLICES 1. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, CAMBER ALL RC BEAMS AT LEAST 10mm. FOR EVERY 4000mm. OF CLEAR SPAN EXCEPT CANTILEVERS SHALL BE SECURELY WIRED TOGETHER. STAGGER SPLICES AT LEAST 600MM. WHICH SHALL BE 50mm FOR EVERY 3000mm OF CLEAR SPAN. WHENEVER POSSIBLE IN BEAM. BEAMS AND SLABS SPLICE TOP BARS AT MIDSPAN AND BOTTOM BARS NEAR THE SUPPORT. SPLICE OF REINFORCEMENT SHALL BE MADE ONLY REQUIRED OR PERMITTED ON DESIGN DRAWINGS OR AS ALLOWED BY ACI 2. UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS, CAMBER ALL SLABS 8mm PER 3000mm. OF SHORTER SPAN AND 14mm. FOR EVERY 2000mm. OF SLABS CODE OR AS AUTHORIZED BY THE ENGINEER. CANTILEVER SPAN. 4. BARS NOTED AS "CONT" SHALL HAVE A MINIMUM SPLICE LENGTH OF 42 BAR G. FOUNDATION DIAMETER BUT NOT LESS THAN 600MM, UNLESS OTHERWISE NOTED. 1. FOUNDATION IS DESIGNED BASED ON ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 100kPA. 5. REINFORCING SHALL BE SPLICED ONLY AS INDICATED ON THE DRAWINGS. 6. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE: ITEMS

COVER 75MM.

EXPOSED TO EXTERIOR OR WEATHER

38MM.

FORMED SURFACE BELOW GRADE

50MM.

C. REINFORCED CONCRETE NOTES

SLAB GRADE

50MM.

SCHEDULE OF STRUCTURAL CONCRETE 28-DAY COMPRESSIVE STRENGTH AND TYPES

COLUMNS & BEAMS

38MM.

STRUCTURAL SLABS TOP & BOT. (INTERIOR)

25MM.

LOCATION

FOUNDATION GROUND TO ROOF

28-DAY COMPRESSIVE STRENGTH

DENSITY

MAX SLUMP

FOOTINGS FOOTING TIE BEAMS

3000 PSI

150 PCF

4" (100mm)

SLAB COLUMNS, RAMPS R.C WALLS

3000 PSI

150 PCF

4" (100mm)

1. INFORM ARCHITECT/ENGINEER OF OTHER MISCELLANEOUS CONCRETE STRUCTURAL ELEMENTS NOT SHOWN ABOVE TO DETERMINE THEIR RESPECTIVE COMPRESSIVE STRENGTHS. SCHEDULE OF CONCRETE AGGREGATES ITEMS

AGGREGATE SIZE

10. COMPLY WITH AISC CODE AND SPECIFICATIONS FOR BEARING, ADEQUACY OF TEMPORARY CONNECTIONS AND ALIGNMENT.

11. CONTRACTOR SHALL FURNISH COMPLETE ERECTION DRAWINGS FOR THE PROPER IDENTIFICATION AND ASSEMBLY OF ALL BUILDING COMPONENTS. THESE DRAWINGS 1. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR WILL SHOW ANCHOR BOLT SETTINGS, PRIMARY, SECONDARY, AND ROOF FRAMING, BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. AND NECESSARY INSTALLATION DETAILS.SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION. 2. ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO DIFFERENTIATE F. CAMBER REQUIREMENTS THEM FROM GRADE 40 REINF. STEEL IF CONCURRENTLY ON SITE.

CONCRETE CAST AGAINST EARTH

STRUCTURAL ELEMENTS

9. TOUCH-UP PAINTING: APPLY PAINT TO EXPOSED AREAS IN MANNER SATISFACTORY TO THE ENGINEER WITH SAME MATERIAL AS SHOP PAINT.

7. ANY WELDING TO BE PERFORMED MUST HAVE PRIOR WRITTEN APPROVAL OF THE ENGINEER. 8. WELDING OF REINFORCING STEEL IS NOT PERMITTED UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS1.4-79 " AWS STRUCTURAL WELDING CODE - REINFORCING STEEL" OF THE AMERICAN WELDING SOCIETY. REINFORCING STEEL NOT CONFORMING TO ASTM A 706 MAY BE USED IF MATERIAL PROPERTIES OF THE REINFORCING STEEL CONFORMS TO AWS1.4-79.

2. FOUNDATION SHALL REST ON NATURAL SOIL UNLESS OTHERWISE NOTED BY THE ENGINEER, NO PART OF THE FOUNDATION SHALL REST ON FILL. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION HAVE BEEN COMPLETED AND PRIOR TO CONCRETING TO CONFIRM THE DESIGN SOIL BEARING CAPACITY. H. FORMWORKS 1. FORMS SHALL BE PROVIDED FOR ALL CONCRETE INDICATED UNLESS SPECIFIED OTHERWISE, FORMS SHALL BE SET TRUE TO LINE AND GRADE AND MAINTAINED SO AS TO INSURE COMPLETED WORK WITHIN THE ALLOWABLE TOLERANCE SPECIFIED AND SHALL BE MORTAR TIGHT. 2. FORMS AND THEIR SUPPORTS SHALL BE DESIGNED SO AS NOT TO DAMAGE PREVIOUSLY PLACED STRUCTURE. 3. NO CONSTRUCTION LOAD SHALL BE SUPPORTED ON, NOR ANY SHORING REMOVED FROM ANY PART OF THE STRUCTURE UNDER CONSTRUCTION EXCEPT WHEN THAT PORTION OF THE STRUCTURE IN COMBINATION WITH THE REMAINING FORMING AND SHORING SYSTEM HAS SUFFICIENT STRENGTH TO SUPPORT SAFELY ITS WEIGHT AND THE ADDITIONAL IMPOSED LOADS. 4. FORMS SHALL BE REMOVED IN SUCH MANNER AS NOT TO IMPAIR SAFETY AND SERVICE ABILITY OF THE STRUCTURE.

9. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL PREPARED IN ACCORDANCE WITH ACI 315. INDICATE BENDING 5. SCHEDULE OF STRIPPING OF FORMS AND SHORES. DIAGRAM, ASSEMBLY DIAGRAM, SPLICING AND LAPS OF RODS AND SHAPES DIMENSIONS AND DETAILS FOR REINFORCING BARS. ITEMS 10. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS ARE TO BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.

TIME

FOUNDATION

24 HRS

FOOTING TIE BEAM

3/4" (19mm)

SUSPENDED SLAB EXCEPT WHEN ADDITIONAL LOADS ARE IMPOSED

14 DAYS

SLABS, BEAMS, COLUMNS R.C WALLS

3/4" (19mm)

COLUMN/WALLS

2 DAYS

CURBS & MASS CONCRETE

1" (25mm)

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING CHECKED BY : JCVAMOR NOTED BY: KPABOT

TWIN LAKES VINEYARD RESIDENCES GENSET ROOM

FOR BIDDING

ISSUED BY : JCVAMOR DATE: 23APR2019

900 6" ORDINARY CHB

A

B 5000

@EVERY 3 LAYER

200

900

250

1

C1/F1 200

C1/F1

50mm THK GRAVEL BED

150mm THK SLAB-ON-GRADE

400

BOTHWAYS

600

3100

w/ 50mm THK. GRAVEL BED

300

6 S1 00

WALL FOOTING DETAIL SCALE

1 : 20 M

100mm GRAVEL BED

2 C1/F1

C1/F1

150 SCALE

VARIES

1 : 20 M

VARIES

S1 00

FOOTING F1 DETAIL

150

150

3

GENSET

200 150

300

350

1 S1 00

200

PLAN FOUNDATION PLAN 1 : 40 M

SCALE

C1 150

B1

4

A

B

S1 00

SECTION

BEAM/COLUMN DETAIL NTS

SCALE

5000 Ly

B1

1

Ly-Lx/2

Lx/4

7

Lx/4

GENSET PAD DETAIL SCALE

1 : 30 M

Y2

Y1

X2

Lx/2

Lx

S1

B1

B1

3100

Lx/4

S1 00

Y3 Lx/4

150

150

B1 350

2

BOND BEAM

X1

NAME TYPE THK. S1

X3

SHORT DIRECTION (X)

X1 X2 X3 X4 P10 P10 P10 150 @600 @300 @300 -

A

100mm THK ORDINARY CHB

SLAB

LONG DIRECTION (Y) X5 -

Y1 Y2 Y3 Y4 P10 P10 P10 @600 @600 @300 -

BEAM

Y5 -

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING 2 S1 00

5

ROOF PLAN SCALE

1 : 40 M

S1 00

SLAB SCHEDULE SCALE

8 NTS

TWIN LAKES VINEYARD RESIDENCES GENSET ROOM

S1 00

PARAPET WALL DETAIL SCALE

CHECKED BY : JCVAMOR NOTED BY: KPABOT

1 : 20 M

FOR BIDDING

ISSUED BY : JCVAMOR DATE: 23APR2019

A

B

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2

E 01

1 E 01

POWER LAYOUT 1 : 100M

A

B

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2

2 E 01

LIGHTING LAYOUT 1 : 100M

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING CHECKED BY : JMATIENZA ISSUED BY : RDMCARIG NOTED BY: KPABOT DATE: 23APR2019

FOR BIDDING

ARCHITECTURAL DESIGN DEPARTMENT ISSUED

FOR BIDDING CHECKED BY : ADCAPILI NOTED BY: KPABOT

3100 2300

400

250

PL 01

150

A

775

2

ROOF PLAN

GENSET ROOM

1 : 50M

ACF-2 WP-2

4700

5000

1 : 50M

DRAINAGE LINE LAYOUT

GENSET ROOM

2100

ACF-2A

5000

4600

1

PL 01

2800

A

200

150

5000

775

1100

B

200

B

150

400 150

3100 2100

500

2

3100

1

2

1

500

GENSET ROOM

A PL 01

OIL INTERCEPTOR DETAIL SCALE

GENSET ROOM NTS

B PL 01

HOSE BIBB DETAIL SCALE

GENSET ROOM

GENSET ROOM NTS

C PL 01

SCUPPER DRAIN DETAIL SCALE

D NTS

PL 01

CATCH BASIN DETAIL NTS

SCALE

FOR BIDDING

ISSUED BY : RDMCARIG DATE: 23APR2019