Arnell Gilberto Bercero - Portfolio by gilbertagab

A R N E L L G I L B E R T O B E R C E R O

Hi! I’m Arnell.

I am an architectural and drafting technologist based in Surrey, BC. My career so far has led me to a diverse range of projects from construction detailing to master planning.

FABRICATION SCHEDULE TOP OF ROOF 183' - 5 5/16"

DETAIL NO.

12 D12

DESCRIPTION

DETAIL NO.

GARAGE GRADE BEAM TYPICAL:

sky lobby

3"Ø ADJUSTABLE STEEL TELEPOST ON 10"X30'30' CONCRETE FOOTING

2-20MM CONT. HORIZ. T&B 10M VERT @ 24" O.C. ON 6"X16" CONT. CONCRETE FOOTING REINF. WITH: 2-15M CONT. HORIZ.

REINF. WITH: 3-20M E/W

D9 8' - 1 1/8"

12' - 6 15/16"

REINF. WITH: 20M CONT. HORIZ. T&B 3-15M HORIZ. 10M VERT @ 24" O.C.

OH TYP.

D14

STAIRS: RISE = 7 5/8" RUN = 10" 8' - 0" 3' - 6 3/16"

2 - 15M CONT. HORIZ.

7 A8

T.O. BASEMENT FLOOR 156' - 3 7/8"

8 A8

studio apartment

D12

EXTERIOR WALL TYPICAL: FINISH AS PER ARCH DETAILS 1/2" PT STRAPPING C/W BUGSCREEN AND INTEGRAL FLASHINGS DBLE. 30MIN BUILDING PAPER 1/2" PLYWOOD SHEATHING 2X6 STUD WALL @ 16" O.C. R22 BATT INSULATION 6MIL POLY VB 1/2 GWB

DECK COLUMN FOOTINGS TYPICAL: 6X6 NO.2 PT DF POST ON 8X8X8 CONC. PED. HOOKED INTO 24X24X8 CONC. FOOTING REINF. W. 3-20M E/W T&B

D10

CROSS SECTION 1 1/4" = 1'-0"

ROOF TYPICAL: 235# ASPHALT COMPOSITE SHINGLES (OR AS PER ARCH DETAILS) 15# ROOFING FELT C/W ICE-SHIELD AT ROOF EDGE 1/2" PLYWOOD SHEATHING C/W STRUC. H-CLIPS ENGINEERED TRUSSES @ 24" O.C. R-60 LOOSE FILL INSULATION 6 MIL POLY VB 5/8" GWB

FLOOR TYPICAL OVER UNFINISHED BASEMENT: FINISH FLOOR 5/8 T&G PLYWOOD SHEATHING GLUED AND SCREWED IN PLACE FLOOR JOISTS AS PER ARCH DETAILS

SLAB THICKENING TYPICAL:

EXTERIOR GARAGE WALL TYPICAL: FINISH AS PER ARCH DETAILS 1/2" PT STRAPPING C/W BUGSCREEN AND INTEGRAL FLASHINGS DBLE. 30MIN BUILDING PAPER 1/2" PLYWOOD SHEATHING 2X4 STUD WALL @ 16" O.C. R14 BATT INSULATION 6MIL POLY VB 1/2" GWB

NOTE: BASEMENT SLAB DOES NO REQUIRE STEEL REINF.

6"X16" CONC. SLAB THICKENING TO FULL LENGTH OF LOAD BEARING WALL ABOVE REINF. WITH:

LINE OF EXISTING GRADE

4 A8

5 A8

T.O. FIRST FLOOR 165' - 2 5/8"

1 bedroom apartment

D11

MIN 1/4" GAP AT PERIMETER FILLED WITH: ASPHALT IMPREGNATED FIBREBOARD

30MIN BUILDING PAPER 2X4 STUDS @ 16" O.C. C/W PT SILL PLATE R14 (MIN) BATT INSULATION 6MIL POLY VB

DETAIL DESCRIPTION NO.

CONCRETE SLAB ON GRADE (SOG) TYPICAL: 4" CONCRETE SLAB REINF. WITH: 10M @ 24" O.C. E/W 6MIL POLY VB 4" COMPACTIBLE CLEAN GRANULAR FILL

FOUNDATION WALL TYPICAL: 8X8'4" CONCRETE FOUNDATION WALL DAMP PROOF BELOW GRADE

2' - 0"

D10

2 bedroom 6 apartment A8

COLUMN FOOTINGS TYPICAL:

8"X24" CONCRETE GRADE BEAM REINF. WITH:

ENGINEERED TRUSSES CEILING LINE 173' - 3 3/4"

DESCRIPTION

D13

GARAGE ROOF TYPICAL: 235# ASPHALT COMPOSITE SHINGLES (OR AS PER ARCH DETAILS) 15# ROOFING FELT C/W ICE-SHIELD AT ROOF EDGE 1/2" PLYWOOD SHEATHING C/W STRUC. H-CLIPS

D14

BALCONY TYPICAL DECK BOARDS: 5/4 X 6 RADIUS EDGE PT DECK BOARDS FASTENED W/ DECKING SCREWS PT DECK JOIST AS PER ARCH. DETAILS DOUBLE RIM JOIST AT ALL SIDES, SOLID BLOCKING AT PARALLEL JOIST EDGES @ 24"O.C. INSTALL MSTS-24 STRUC STRAP FROM FACE OF RIM JOIST TO TOP OF ALL JOISTS FACE MOUNTED DECK RAILINGS INSTALLED AS PER MFG. SPECS.

INTERIOR PARTITION TYPICAL: 2X4 STUD WALL @ 16" O.C. 1/2 GWB EA. SIDE

6X6 PT. WOOD POST POST BRACKET

2X4 PT SILL PLATE

8X8 CONCRETE PEDESTAL C/W 15M VERT. HOOKED INTO FOOTING

5/8"X6" ANCHOR @ 28" O.C. PT BOTTOM PLATE PINNED INTO SLAB @ 4" O.C.

12 D13

9' - 0"

T.O. GARAGE WALL 170' - 9 1/16"

T.O. GARAGE FLOOR 161' - 9 1/16" 8" MIN.

No.

SIDE

6"X1'6" SLAB THICKENING TO FULL LENGTH OF LOAD BEARING WALL ABOVE REINF. W. 2-15M CONT. HORIZ. 6 MIL POLY VB 4" COMPACTED GRANULAR FILL

GARAGE CROSS SECTION 1/4" = 1'-0"

D3 SLAB THICKENING 1/2" = 1'-0"

1/2" = 1'-0"

B.U. BEAM AS PER SPEC.

2X6 PT SILL PLATE

10M DOWELS @12" O.C.

3"Ø STEEL TELEPOST TYP.

5/8"X6" ANCHOR @ 48" O.C.

2-15M T&B C/W 10M TIES @18" O.C.

5/8"X3" ANCHORS

8'-4" CONCRETE FOUNDATION WALL REINF. W. 3-15M HORIZ. AND 10M VERT. @ 24" O.C. HOOKED INTO 6X16 CONT. FOOTING REINF. W. 2-15M CONT.HORIZ

4" DEEP CONC. SLAB 10"Øx8" CONC. PILE C/W 25M REINF. HOOKED INTO GR. BEAM

SIDE

4"Ø PERFORATED AND CLOTH COVERED RIGID PERIMETER DRAIN WITH 4" COVER OF DRAIN ROCK

skyD5 lobby DECK POST FOOTING

32 MPA 5" CONC. SLAB C/W 10M REINF. @12" O.C E.W. AND AT NOSING

FINISHED GRADE

6HFWLRQ

D1 GARAGE GRADE BEAM 1/2" = 1'-0"

D11

LINE OF EXISTING GRADE

1' - 6"

CONCRETE COLUMN PAD (FOOTING) 24X24X8 C/W 3-15M REINF. EA. WAY

TOP

ENGINEERED TRUSSES

3 A8

8"X20" CONC. GRADE BEAM REINF W. 2-15M CONT. HORIZ. AND 15M VERT. @ 24" O.C. HOOKED INTO CONT. FOOTING REINF. W. 2-15M CONT. HORIZ.

18" MIN.

T.O. GARAGE ROOF 177' - 11 1/16"

0' - 6"

FINISHED GRADE

D2 FOUNDATION WALL 1/2" = 1'-0"

Project numb

0' - 5"

D4 CONCRETE STEP & LANDING 1/2" = 1'-0"

Date Drawn by

TOP

FI Bu

CONC. COLUMN PAD (FOOTING) 30X30X10 C/W 3-15M REINF. EA. WAY

Checked by

D6 COLUMN FOOTING 1/2" = 1'-0" Scale

TOWER 3RD - 10TH TYPICAL FLOOR PLANS

T OTAL 80 2-bedroom units 80 1-bedroom units 240 studio units

1:200M 2.5

20M

01 DRAFTING 8 SINGLE-DETACHED HOUSE

Construction Documents - Plans, Elevations, Sections, Details

10 ACADEMIC FACILITY

Construction Documents - Complete Architectural Set for Permits

14 MIXED-USE CONDOMINIUM Design Development Drawings

16 DORMITORY RENOVATION

Construction Documents - Complete Architectural Set for Permits

18 BEDROOM LOFTS

Construction Documents - Plans, Elevations, Details

20 EFFLUENT TREATMENT PLANT

Piping & Instrumentation Diagram, Plans, Sections, Isometrics

02 DESIGNS 24 UPD COLLEGE OF FINE ARTS STUDENT COMMONS Academic Support Spaces

28 SILID BALANGA

Mixed-Use Learning Commons

36 MAKE SPACE TODAY

Creative Co-Making and Retail Space

40 APARTMENT C

Studio Unit Interiors

44 MISCELLANEOUS WORK Architectural Visualization

+1 (236) 978 4460

arnell.bercero@student.kpu.ca

LinkedIn: gilbertagab

_DRAFTING

No.

Description

Date

A8 1

ZERO CLEARANCE GAS FIREPLACE

A8 48' - 7 1/2" 18' - 2 1/2"

1 A8

17' - 6 1/2"

11' - 4 1/2"

1' - 6"

48' - 7 1/2" 9' - 1 1/4"

9' - 1 1/4"

3' - 11"

7' - 1 1/2"

18' - 2 1/2" 18' - 2 1/2"

9' - 1 1/4"

6' - 0" 11' - 4 1/2"

9' - 1 1/4"

3' - 11"

7' - 1 1/2" 17' - 6 1/2"

6' - 6"

9' - 1 1/4"

3' - 11"

7' - 1 1/2"

6' - 6"

5' - 4 1/2" DN

1' - 6" 6' - 0"

11' - 4 1/2"

5' - 4 1/2"

1' - 6"

6' - 0"

23' - 5"

10 Main Bath

5 10

Bedroom 1

11 6

2' - 6 1/4"

5' - 5 1/2"

2' - 6 1/4"

Bedroom 2 8

7 Bedroom 1 7 1

6' - 2 3/4" 11' - 7 3/4" 6' - 2 3/4"

7'X16" O.H. GARAGE DOOR

6' - 2 3/4"

11' - 7 3/4"

8 Bedroom 2

8 1

2' - 4 1/2" 2' - 4 1/2"

9' - 7 1/4" 5' - 0 3/4"

2' - 4 1/2" 2' - 4 1/2"

5' - 0 3/4"

9' - 7 1/4"

47' - 1 1/2" 4' - 6 1/2"

9' - 7 1/4"47' - 1 1/2"

2' - 4 1/2" 2' - 4 1/2"

1' - 8 1/4"

8' - 0"

3' - 4 1/2" 3' - 0" DN 3' - 4 1/2"

3' - 4 1/2"

1' - 8 1/4"

8' - 0"

5 Entry

Living Room

1 DN Entry

2 Living Room

DN 6' - 1 1/2" DN

15' - 0" 7' - 6"

6' - 1 1/2"

7' - 6"

6' - 1 1/2"

2 7' - 6"

7' - 6"

1' - 10 1/2"

7' - 6" 15' - 0" 15' - 0"

7' - 6"

1' - 10 1/2" 1' - 10 1/2"

FIRST FLOOR PLAN 1/4" = 1'-0"

FIRST FLOOR PLAN 51' - 4"= 1'-0" 1/4"

51' - 4"

2' - 0"

11' - 8 1/2"

2' - 0"2' - 0"

GARAGE FLOOR PLAN 2 1/4" = 1'-0"

28' - 2 1/2"

2' - 0"

No.

Description

2' - 0"2' - 0"

2' - 0"

FIRST FLOOR PLAN 1 1/4" = 1'-0"

2' - 0"

Date

2' - 0" 2' - 0"

PRE-ENGINEERED ROOF TRUSSES @24" O.C. INSTALLED AS PER MANUFACTURERS SPECS.

REF.

6 6

39' - 11 39'1/2" - 11 1/2"

RIDGE LINE

28' - 2 1/2"

RIDGE RIDGE LINE LINE

ZERO CLEARANCE GAS FIREPLACE

Project number Date Drawn by

GARAGE ROOF PLAN 2 ROOF FRAMING PLAN 3 1/4" = 1'-0" 1/8" = 1'-0"

Checked by

00 2023 OCT 17 Arnell Bercero Checker

SINGLE-DETACHED HOUSE Scale

No.

Description

As indicated

10/17/2023 5:28:48 AM

2' - 0"2' - 0"

RIDGE LINE

FINAL PROJECT Floor Plans

B3 B2

RIDGE LINE

CADD-1250

2' - 0"

8' - 1"

Living Room

Entry

1 22

11' - 8 1/2"

Date

Construction Documents - Plans, Elevations, Sections, Details

2' 8' - 0" - 1"

3' - 4 1/2"

1 1

ROOF PLAN 1/4" = 1'-0" ROOF PLAN 1/4" = 1'-0"

35' - 9"

2' -1'3"- 9" 2' 1' - 3" 9" 1' - 9"

DW DW DW REF.

8' - 0"

47' - 1 1/2"

35' - 9"

1 4' - 6 1/2"

3' - 10 1/2"

5' - 5"

3' - 0" DN

DN5

1 4' - 6 1/2"

5' - 0 3/4"

3 Dining Room 1' - 8 1/4"

3' - 4 1/2"

5' - 5"

Bedroom 2

5' - 5"

11' - 7 3/4"

3' - 0" 3' - 4 1/2"

5' - 5 1/2" 11

Bedroom 1

2' - 6 1/4"

35' - 9" 35' - 9"

5 11 5' - 5 1/2"

Dining Room

4'5'- -10 4' - 10 1/2" 2' 4' - 0"- 10 2' 1/2" - 0" 0" 1/2"

Main Bath

5 Pantry

Dining Room

2' - 8" 2' - 8" REF. REF.

Pantry

2' - 8"

Main Bath

Garage 13' - 1"

Pantry

5' - 5 1/2"

5' - 0"

5' - 2 1/4"5' - 2 1/4" 5' - 25'1/4" - 0"

4' - 4" 8

3 3

5' - 5 1/2"

2' - 0"

9 Ensuite

4 Kitchen

2' - 0"

PRE-ENGINEERED ROOF TRUSSES @24"O.C INSTALLED AS PER MFG. SPECS

9' - 8 1/4"

Ensuite

4'8- 4"

Kitchen

5' - 5 1/2"

2' - 0"

As indicated

2 A8

11' - 2 1/4" 11' - 2 1/4" 11' - 2 1/4"

6' - 5 1/2"

23' - 5"

9' - 8 1/4"

4' - 4"

5' - 2 1/4"5' - 2 1/4" 5' - 2 1/4"

35' - 9" 35' - 9"

Scale

4' - 6"

35' - 9"

Checked by

6 Master Bedroom

6' - 8 1/4"6' - 8 1/4" 6' - 8 1/4"

Drawn by

ROOF FRAMING PLAN 1/8" = 1'-0"

3 Kitchen

Ensuite 10/17/2023 5:28:48 AM

Date

12' - 11 1/4" 12' - 11 1/4"12' - 11 1/4"

00 2023 OCT 17 Arnell Bercero Checker

Project number

3 2

Master Bedroom

9' - 8 1/4"

2' - 8 1/4"2' - 83'1/4" - 6 3/4" 2' -3'8-1/4" 62'3/4" - 8 1/4" 3' -2'6-2' 3/4" 8 -1/4" 8 1/4" 2'2'--881/4" 1/4" 2' - 8 1/4"

11' - 7 1/2" 11' - 7 1/2" 11' - 7 1/2"

2' - 4 1/2"2' - 4 1/2" 4' -2'6"- 4 1/2" 4' - 6"

REF.

Master Bedroom

FINAL PROJECT Floor Plans

B3 B2

CADD-1250

2' - 3"

4' - 0"

4' -4'0"- 0" 4' - 0"

PRE-ENGINEERED ROOF TRUSSES @24" O.C. INSTALLED AS PER MANUFACTURERS SPECS.

5' - 4 1/2"

8'2'- 1" - 7 1/4"2' - 7 1/4" 1/4" - 0" 4' - 2' 0"- 7 4'

9' - 1 1/4"

6' - 6"

48' - 7 1/2" 17' - 6 1/2"

ZERO CLEARA GAS FIREPLAC

Garage

14 Garage

4" ALUMINUM GUTTERS AND D.S. 235#COMB-FACES ARCHITECTURAL GRADE 2X8 SP. FASCIA ASPHALT COMPOSITE SHINGLE CONT. VENTED ALUM. SOFFITS 4" ALUMINUM GUTTERS AND D.S. 6" EXP. HARDI-PLANK SIDING 2X8 COMB-FACES C/W COMB-FACEDSP. SP.FASCIA TRIM AT CONT. VENTED ALUM. SOFFITS OPENINGS, CORNERS, AND

7'X16" O.H. GARAGE DOOR 14

12 7'X16" O.H. GARAGE DOOR

GARAGE FLOOR PLAN 1/4" = 1'-0"

11' - 8 1/2"

CADD

DASHED GRADE STUCCO FINISH TO FINISHED ALL ABOVE-GRADE @ NORTH FOUNDATION WALL AREAS ELEVATION 160' - 3 31/32"

GARAGE FLOOR PLAN 1/4" = 1'-0"

11' - 8 1/2"

GARAGE FLOOR PLAN 2 1/4" = 1'-0" 6

Desc

INSTALL APPROPRIATE FLASHINGS AT ALL HORIZ. TRANSITIONS, DASHED FINISH TO BASE OF STUCCO WALL, AND ALL WINDOW ALL ANDABOVE-GRADE DOOR OPENINGS FOUNDATION WALL AREAS

11' - 8 1/2"

No.

6" EXP. HARDI-PLANK SIDING C/W COMB-FACED SP. TRIM AT OPENINGS, CORNERS, AND BAND BOARD INSTALL APPROPRIATE FLASHINGS AT ALL HORIZ. TRANSITIONS, BASE OF WALL, AND ALL WINDOW AND DOOR OPENINGS

11' - 8 1/2"

Desc

BAND BOARD

7'X16" O.H. GARAGE DOOR 23

No.

Description

Date

No.

Description

Date

No.

Description

Date

FINISHED GRADE @ NORTH ELEVATION 160' - 3 31/32"

FINAL P CADD Elev FINAL P Elev

Project number Date

Drawn by

ANCE CE

NORTH ELEVATION 1/4" = 1'-0"

ANCE CE

12 6

B3 ENGINEERED TRUSSES B3 B3

REF. DW REF.DW

12' - 6 15/16"

B2 B3 B2

B3 B3

FINAL PROJECT CADD-1250 Floor Plans CADD-1250 FINAL PROJECT Date

Floor Plans FINAL PROJECT 00 2023 OCT 17 Floor Plans Arnell Bercero

Drawn by Project number LINE OF Checked by EXISTING GRADE Date Drawn by Project number Checked by Date

ROOF FRAMING PLAN 1/8" = 1'-0"

Drawn Scale by Checked by

ROOF FRAMING PLAN 1/8" = 1'-0"

Scale D7

5 A8

DETAIL NO.

GARAGE GRADE BEAM TYPICAL:

8 A8

4 A8

A2 A2 A2

00 Checker 2023 OCT 17 Arnell Bercero 00 2023 Checker OCT 17 Bercero 7Arnell As indicated A8 Checker As indicated As indicated

Scale

T.O. BASEMENT FLOOR 156' - 3 7/8"

2-20MM CONT. HORIZ. T&B 10M VERT @ 24" O.C. ON 6"X16" CONT. CONCRETE FOOTING REINF. WITH: 2-15M CONT. HORIZ.

REINF. WITH: 3-20M E/W

2 - 15M CONT. HORIZ.

DECK COLUMN FOOTINGS TYPICAL: 6X6 NO.2 PT DF POST ON 8X8X8 CONC. PED. HOOKED INTO 24X24X8 CONC. FOOTING REINF. W. 3-20M E/W T&B

CROSS SECTION 1/4" = 1'-0"

EXTERIOR GARAGE WALL TYPICAL:

Scale

FINISH AS PER ARCH DETAILS 1/2" PT STRAPPING C/W BUGSCREEN AND INTEGRAL FLASHINGS DBLE. 30MIN BUILDING PAPER 1/2" PLYWOOD SHEATHING 2X4 STUD WALL @ 16" O.C. R14 BATT INSULATION 6MIL POLY VB 1/2" GWB

D12

FLOOR TYPICAL OVER UNFINISHED BASEMENT: FINISH FLOOR 5/8 T&G PLYWOOD SHEATHING GLUED AND SCREWED IN PLACE FLOOR JOISTS AS PER ARCH DETAILS

D10

D11

NOTE: BASEMENT SLAB DOES NO REQUIRE STEEL REINF.

SLAB THICKENING TYPICAL:

DETAIL DESCRIPTION NO.

MIN 1/4" GAP AT PERIMETER FILLED WITH: ASPHALT IMPREGNATED FIBREBOARD

Scale Checked by

CONCRETE SLAB ON GRADE (SOG) TYPICAL: 4" CONCRETE SLAB REINF. WITH: 10M @ 24" O.C. E/W 6MIL POLY VB 4" COMPACTIBLE CLEAN GRANULAR FILL

FOUNDATION WALL TYPICAL:

6"X16" CONC. SLAB THICKENING TO FULL LENGTH OF LOAD BEARING WALL ABOVE REINF. WITH:

COLUMN FOOTINGS TYPICAL: 3"Ø ADJUSTABLE STEEL TELEPOST ON 10"X30'30' CONCRETE FOOTING

30MIN BUILDING PAPER 2X4 STUDS @ 16" O.C. C/W PT SILL PLATE R14 (MIN) BATT INSULATION 6MIL POLY VB

T.O. FIRST FLOOR 165' - 2 5/8"

DESCRIPTION

8"X24" CONCRETE GRADE BEAM REINF. WITH:

REINF. WITH: 20M CONT. HORIZ. T&B 3-15M HORIZ. 10M VERT @ 24" O.C.

D14

Project number STAIRS: RISE = 7 5/8" RUN = 10"

ROOF B3FRAMING PLAN B3 1/8" = 1'-0"

DESCRIPTION

8X8'4" CONCRETE FOUNDATION WALL DAMP PROOF BELOW GRADE

OH TYP.

3' - 6 3/16"

D10

2' - 0"

6 A8

B3 B2

CEILING LINE 173' - 3 3/4"

CADD-1250

REF.

DETAIL NO.

8' - 1 1/8"

PRE-ENGINEERED ROOF TRUSSES @24" O.C. INSTALLED AS PER PRE-ENGINEERED MANUFACTURERS ROOF TRUSSES SPECS. @24" O.C. PRE-ENGINEERED INSTALLED AS PER ROOF TRUSSES SPECS. MANUFACTURERS @24" O.C. INSTALLED AS PER MANUFACTURERS SPECS.

8' - 0"

D12

Date

WEST ELEVATION FABRICATION SCHEDULE 4 1/4" = 1'-0" TOP OF ROOF 183' - 5 5/16"

Checked by Project number

WEST ELEVATION 1/4" = 1'-0"

Drawn by

NORTH ELEVATION 1/4" = 1'-0"

10/17/2023 10/17/2023 5:28:48 10/17/2023 AM 5:28:48 AM5:28:48 AM

D13

GARAGE ROOF TYPICAL: 235# ASPHALT COMPOSITE SHINGLES (OR AS PER ARCH DETAILS) 15# ROOFING FELT C/W ICE-SHIELD AT ROOF EDGE 1/2" PLYWOOD SHEATHING C/W STRUC. H-CLIPS

D14

INTERIOR PARTITION TYPICAL: 2X4 STUD WALL @ 16" O.C. 1/2 GWB EA. SIDE

6X6 PT. WOOD POST POST BRACKET

2X4 PT SILL PLATE

8X8 CONCRETE PEDESTAL C/W 15M VERT. HOOKED INTO FOOTING

5/8"X6" ANCHOR @ 28" O.C. PT BOTTOM PLATE PINNED INTO SLAB @ 4" O.C.

FINISHED GRADE

T.O. GARAGE ROOF 177' - 11 1/16" 12 D13

T.O. GARAGE WALL 170' - 9 1/16"

D1 GARAGE GRADE BEAM 1/2" = 1'-0"

9' - 0"

D11

LINE OF EXISTING GRADE

T.O. GARAGE FLOOR 161' - 9 1/16"

No.

Descr

SIDE

6"X1'6" SLAB THICKENING TO FULL LENGTH OF LOAD BEARING WALL ABOVE REINF. W. 2-15M CONT. HORIZ. 6 MIL POLY VB 4" COMPACTED GRANULAR FILL

8" MIN.

GARAGE CROSS SECTION 1/4" = 1'-0"

D3 SLAB THICKENING 1/2" = 1'-0"

D5 DECK POST FOOTING 1/2" = 1'-0" B.U. BEAM AS PER SPEC.

2X6 PT SILL PLATE

10M DOWELS @12" O.C.

3"Ø STEEL TELEPOST TYP.

5/8"X6" ANCHOR @ 48" O.C.

2-15M T&B C/W 10M TIES @18" O.C.

5/8"X3" ANCHORS

8'-4" CONCRETE FOUNDATION WALL REINF. W. 3-15M HORIZ. AND 10M VERT. @ 24" O.C. HOOKED INTO 6X16 CONT. FOOTING REINF. W. 2-15M CONT.HORIZ

D2 FOUNDATION WALL 1/2" = 1'-0"

CADD

4" DEEP CONC. SLAB 10"Øx8" CONC. PILE C/W 25M REINF. HOOKED INTO GR. BEAM

SIDE

4"Ø PERFORATED AND CLOTH COVERED RIGID PERIMETER DRAIN WITH 4" COVER OF DRAIN ROCK

32 MPA 5" CONC. SLAB C/W 10M REINF. @12" O.C E.W. AND AT NOSING

FINISHED GRADE

1' - 6"

CONCRETE COLUMN PAD (FOOTING) 24X24X8 C/W 3-15M REINF. EA. WAY

TOP

ENGINEERED TRUSSES

3 A8

8"X20" CONC. GRADE BEAM REINF W. 2-15M CONT. HORIZ. AND 15M VERT. @ 24" O.C. HOOKED INTO CONT. FOOTING REINF. W. 2-15M CONT. HORIZ.

0' - 6"

23' - 5"

13' - 1"

23' - 5" 23' - 5"

235# ARCHITECTURAL GRADE WOOD SHINGLE SIDING ASPHALT COMPOSITE SHINGLE

13' - 1" 13' - 1"

EAST ELEVATION 1/4" = 1'-0"

WOOD SHINGLE SIDING

Garage

3' - 10 1/2" 3' - 10 1/2" 3' - 10 1/2"

ROOF TRUSSES @24"O.C INSTALLED AS PER MFG. SPECS

2 A8

SOUTH ELEVATION 1/4" = 1'-0"

18" MIN.

6' - 5 1/2"6' - 5 1/2" 6' - 5 1/2"

2 A8

PRE-ENGINEERED ROOF TRUSSES @24"O.C INSTALLED AS PER MFG. SPECS PRE-ENGINEERED ROOF TRUSSES @24"O.C INSTALLED AS PER MFG. SPECS PRE-ENGINEERED

CONC. COLUMN PAD (FOOTING) 30X30X10 C/W 3-15M REINF. EA. WAY

Project number

0' - 5"

D4 CONCRETE STEP & LANDING 1/2" = 1'-0"

Date Drawn by

TOP

FINAL P Building

Checked by

D6 COLUMN FOOTING 1/2" = 1'-0" Scale

A B

FIFTH FLOOR PLAN

UNIVERSITY OF THE PHILIPPINES

ODPI

REPUBLIC ACT 9266: Article IV, Section 33 These drawings, as instruments of service, are the property and documents of the University of the Philippines.

 

2455

2010

B 1610

1610

1460

585

1560

1560 GENERAL NOTES: 1. MALE GRANITE COUNTER= EMERALD PEARL 2. FEMALE GRANITE COUNTER= HIMALAYAN WHITE 3. TILE CODES: Y = MAR AMARILLO SOAP SOAP DISPENSER DISPENSER BG = VIG SOLIDO NOISE-LESS B NOISE-LESS BG HAND DRYER BG HAND DRYER W = LATINA BIANCO BL = MAR AQUA BG TOILET BG TOILET PAPER B = M. FAMA BROWN PAPER HOLDER HOLDER 4. MALE PARTITION COLORS: 675 510 675 510 FACING PANELS= BROWN DOORS & INNER PANELS= BLUE C 5. FEMALE PARTITION COLORS: FACING PANELS= BEIGE DOORS & INNER PANELS= BROWN E D E D 6. TOILET PARTITION ACCESSORIES ARE STAINLESS STEEL BRUSHED FINISH 585

D C

FEMALE - FRONT STUDIO LABS FEMALE - FRONT STUDIO LABS TOILET PLAN 5TH TO 7TH A TOILET PLAN - 5THFLOOR TO 7TH FLOOR

A 2010

2010

1560 2010

GENERAL NOTES: GENERAL NOTES: 1. MALE GRANITE COUNTER= EMERALD PEARL 2010 1. MALE GRANITE COUNTER= EMERALD PEARL M MIRROR 2. FEMALE GRANITE 2. COUNTER= HIMALAYAN WHITE HIMALAYAN WHITE FEMALE GRANITE COUNTER= NOISE-LESS 3. TILE CODES: HAND DRYER 3. TILE CODES: SOAP 510 600 Y = MAR AMARILLO = MAR AMARILLO DISPENSER Y TOILET BG = VIG SOLIDOBG = VIG SOLIDO PAPER HOLDER W W = LATINA BIANCO W = LATINA BIANCO B BL = MAR AQUA BL W W= MAR AQUA W N B = M. FAMA BROWN B = M. FAMA BROWN 4. MALE PARTITION COLORS: BG BG BG 4. MALE PARTITION COLORS: FACING PANELS= BROWN FACING PANELS= BROWN DOORS & INNER PANELS= BLUE DOORS & INNER PANELS= BLUE 5. FEMALE PARTITION5.COLORS: FEMALE PARTITION COLORS: FACING PANELS= BEIGE FACING PANELS= BEIGE DOORS & INNER PANELS= BROWN DOORS & INNER PANELS= BROWN 6. TOILET PARTITION 6. ACCESSORIES ARE TOILET PARTITION ACCESSORIESO ARE STAINLESS P STAINLESS STEEL BRUSHED FINISH STEEL BRUSHED FINISH

2455



2455

1640

1610

TOILET PLAN - 5TH TO 7TH FLOOR 2455

TOILET PAPER HOLDER

2010

SCOPE OF WORK:    

810

2010

FIN. GROUND FLR LINE

COMPLETED WORKS 510 600 (NOT INCLUDED B INECONTRACT) SECTION

FLR. LINE 510 600 T&B FIN.

SECTION

TOILET PAPER HOLDER

1640

     

FOR REFERENCE Y ONLY M M

1640

AL NOTES: E GRANITE COUNTER= EMERALD PEARL ALE GRANITE COUNTER= HIMALAYAN WHITE CODES: Y = MAR AMARILLO BG = VIG SOLIDO W = LATINA BIANCO BL = MAR AQUA B = M. FAMA BROWN E PARTITION COLORS: ACING PANELS= BROWN DOORS & INNER PANELS= BLUE ALE PARTITION COLORS: ACING PANELS= BEIGE DOORS & INNER PANELS= BROWN ET PARTITION ACCESSORIES ARE STAINLESS RUSHED FINISH

SECTION

MALE - FRONT STUDIO LABS

TOILET PLAN - 5TH TO 7TH FLOOR

2455

1340

FEMALE - FRONT STUDIO LABS

SECTION

1340

2455

1545

810

510

400

1610

TOILET PAPER HOLDER

675

1340

BG BG

1460

585

SOAP DISPENSER NOISE-LESS HAND DRYER

2455

1545

1560

ACADEMIC FACILITY P

O P

Construction Documents - Complete Architectural Set for Permits



MALE - FRONT STUDIO LABS MALE - FRONT STUDIO LABS

900

450

STAIRS HANDRAIL

TYPICAL 4F-8F

STAIR PLANS

SPOT DETAIL

  

  

DETAIL SECTION

SPOT DETAIL

2.0mm TRANSLUCENT THERMOPLASTIC ROOFING SHEETS (CORRUGATED) 2.0mm TRANSLUCENT THERMOPLASTIC ROOFING SHEETS (CORRUGATED)

M ATRIUM

CONCRETE PEDESTAL FOR SOLAR PANELS CONCRETE PEDESTAL FOR SOLAR PANELS CONCRETE GUTTER CONCRETE GUTTER CONCRETE LEDGE CONCRETE LEDGE

NATURAL STONE FINISH NATURAL STONE FINISH 25mm THK x 1.5 PCF DENSITY 25mm THK POLYURETHANE x 1.5 PCF DENSITY SPRAYED-ON INSULATION SPRAYED-ON POLYURETHANE INSULATION

CONCRETE PLANTBOX

FIN. 7TH FLR LINE

FIN. 7TH FLR LINE FIN. 7TH FLR LINE

B B

FIN. 6TH FLR LINE

FIN. 6TH FLR LINE FIN. 6TH FLR LINE

DECORATIVE DECORATIVE ALUMINUM ALUMINUM PANEL PANEL

FIN. 5TH FLR LINE CONCRETE LEDGE CONCRETE LEDGE

FIN. 5TH FLR LINE

WALL SECTION DETAIL

FIN. 5TH FLR LINE FIN. 5TH FLR LINE

B B

SECTION DETAIL SECTION DETAIL

sky lobby

2-bedroom units TOWER 1 80 50 1-bedroom units 1 bedroom apartment

2-bedroom units 2-bedroom units TOWER 1 80 WER 1 80 50 1-bedroom units 50 1-bedroom units sky lobby studio apartment

-bedroom units studio units

sky lobby

2-bedroom units TOWER 1 80 50 1-bedroom units

1 bedroom apartment

TOW

1 bedroom apartment

2 bedroom apartment

sky lobby studio apartment

WER 1

80 2-bedroom units 50 1-bedroom units

TOWER 1

80 2-bedroom units 50 1-bedroom units

studio apartment

1-bedroom units TOWER 2 30 120 studio units

30 1-bedroom units 1-bedroom units TOWER 2 WER 2 30 120 studio units 120 studio units 50 1-bedroom units 120 studio units

50 1-bedroom units 120 studio units

sky lobby

TOWER 3

sky lobby

TOWER 3

1 bedroom apartment

2 bedroom apartment

1-bedroom units TOWER 2 30 120 studio units

0TH T80OTAL 2-bedroom units 1-bedroom TOWER units ANS 80 240 studio units FLOOR PLANS TOWER OR PLANS 20M 30 1-bedroom units 1-bedroom units WER 2 120 studio units TOWER 25030 120 studio units 50 1-bedroom units 1-bedroom units 120 studio units 120 studio units T OTAL TH 80 2-bedroom units TOTAL TOWER 3RD - TOWER 10TH 3 80 2-bedroom units TOWER 3 1-bedroom units NS 80 80 1-bedroom units 240 studio units TYPICAL FLOOR PLANS LIFESTYLE KALINAW CENTER 240 studio units

TOW

sky lobby

50 1-be 120 stud

TOW

sky lobby

1:200M

TYLE CENTER 20M 2.5 5

Arch141 Final Plate | Prof. R.O. Yazon

TOWER 10 Prof. R.O. Yazon FLOOR PLANS

TOWE FLOOR PLAN 50 1-bedr

sky lobby

TOWER 20M FLOOR PLANS

120 studi

TOW

TOWER KALINAW LIFESTYLE CENTER TOWER 3RDCENTER - 10TH KALINAW LIFESTYLE BERCERO, Arch141 AGA FLOOR PLANS Final Plate | Prof. R.O. Yazon MIXED-USE CONDOMINIUM FLOOR PLANS Arch141 FinalTYPICAL Plate | Prof. R.O. Yazon

TO TA 80 2 80 1 240

sky lobby

50 1-bedroom units 120 studio units

TOWER 3

Design Development Drawings - Floor Plans

1:200M 2.5

TOTAL AREA 121.5 sqm

SPACES

1 Foyer 2 Dining Room 3 Living Room

4 Kitchen 5 Gallery 6 Toilet and Bath 7 2nd Bedroom 8 Master Bedroom

9 Walk-in Closet

10 Master Bathroom

11 Laundry and Storage

TOTAL AREA 54 sqm

2 BEDROOM UNIT FLOOR PLAN

SPACES 1 Foyer

5 4

2 Living and Dining Area 3 Convertible Sleeping Area 4 Kitchen 5 Walk-in Closet 6 Master Bedroom 7 Laundry and Storage

STUDIO UNIT FLOOR PLAN 1

retractable divider

STUDIO UNIT FLOOR PLAN 2

convertible sofa/bed

different column placement

15 KALINAW LIFESTYLE CENTE

DORMITORY RENOVATION

Construction Documents - Complete Architectural Set for Permits

NOTES * VERIFY ON SITE

2x6" STEEL C CHANNELS ATTACHED TO WALL BY WELDED 2x2x4" MS ANGLE BRACKET W/ EXPANSION BOLTS.

1/2x8" T&G ENG'D WOOD PLANKS LAID PERPENDICULAR TO FLOOR FRAMING, FLOATING INSTALLATION ON 3/4" THK MARINE PLYWOOD SUBFLOORING

700

ID-07

872.5

900 700

2875*

872.5

2100

872.5

4500 D

ID-07

2875*

2205

SEE SHEET ID-06 (RAILING DETAIL) SEE SHEET ID-05 (STAIR DETAIL)

267

2120

200 EQ EQ EQ EQ EQ EQ

ID-07

2110*

872.5

JOIST SPACING AS PER ENGINEER'S SPECIFICATION, MAX 600MM O.C., BRIDGE @ MIDSPAN AS NEEDED

100

ID-06

700 2875*

NOTES

BEDROOM F LOFT

FLOOR PLAN 1 SPECIFICATIONS OF STEEL MEMBERS (E.G. THK, GAUGE,) SCALE 1 : 40 M. ID-02 AS PER ENGINEER'S APPROVAL

ID-02

BEDROOM F LOFT

FRAMING PLAN SCALE

1 : 40 M.

ID-02

ELEVATION SCALE

1 : 40 M.

ALL VISIBLE STEEL MEMBERS WITH PAINTED BLACK MATTE FINISH INTERIORS BY:

700 IDr. ANAIS SILVESTRE 100 650

PROJECT

R.A. 545 ART. 2 SEC. 25 (4) ALL DESIGNS, DRAWINGS, SPECIFICATIONS AND COPIES THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION WITH THIS PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE. ARE INSTRUMENTS OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE REPRODUCED OR USED ON OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT.

100

ARCHITECTURAL DESIGN BY:

Arch. Jun Benito

SHEET CONTENTS:

OWNER

DRAWN BY:

LGF BEDROOM F LOFT

FUEGO RESIDENCE

S4S K.D. SOLID WOOD LOCATION CLADDING ON 1x1" STEEL TUBULAR

REVISION:

SHEET NO.

AGB CHECKED BY: AMS DATE: 2018-12-17 HAND RAIL CLADDING FROM NOTES:

1x2" S4S K.D. SOLID WOOD, CHAMFERED AS SHOWN

ID-02

1x1" STEEL TUBULAR RAILING

700

2x2x4" WELDED MS ANGLE BRACKETS

550

300

LOFT STAIRS HANDRAIL

ID-05

DETAIL SCALE

1 : 5 M.

550

2x4" STEEL TUBULAR STAIR STRINGER

850

2 - 1x1" ANGLE BARS WELDED TO STAIR STRINGER

6x6" 6MM THK WELDED B.I PLATE ATTACHED TO FLOOR BY EXPANSION BOLTS

DETAIL A SCALE

LOFT STAIRS

IDr. ANAIS SILVESTRE ARCHITECTURAL DESIGN BY:

Arch. Jun Benito

1 : 20 M.

R.A. 545 ART. 2 SEC. 25 (4)

INTERIORS BY:

2 - 1x1" ANGLE BARS WELDED TO STAIR STRINGER

100 150

LOFT STAIRS

ID-05

2x6" S4S K.D. SOLID WOOD STAIR STEPS, CHAMFERED AS SHOWN, SLIP-RESISTANT FINISH

2400 9 EQ. TREADS

550

2400 9 EQ. TREADS

2x6" S4S K.D. SOLID WOOD STAIR STEPS, CHAMFERED, SLIP-RESISTANT FINISH. ATTACHED TO ANGLE BAR SUPPORTS.

ALL DESIGNS, DRAWINGS, SPECIFICATIONS AND COPIES THEREOF, PREPARED AND FURNISHED BY THE ARCHITECT IN CONNECTION WITH THIS PROJECT, ARE INSTRUMENTS OF PROFESSIONAL SERVICE. ARE INSTRUMENTS OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF THE ARCHITECT WHETHER THE WORK FOR WHICH THEY ARE MADE MAY BE EXECUTED OR NOT, AND ARE NOT TO BE REPRODUCED OR USED ON OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT.

ID-05

PROJECT

OWNER

DETAIL B SCALE

ID-05

SHEET CONTENTS:

REVISION:

DETAIL SCALE

DRAWN BY:

LOFT STAIRS DETAILS

FUEGO RESIDENCE LOCATION

LOFT STAIRS STEPS

1 : 20 M.

AGB CHECKED BY: AMS DATE: 2018-12-17 NOTES:

1 : 5 M.

SHEET NO.

ID-05

LOFT HANDRAIL

ID-05

50 120 120 120 120 120

S4S K.D. SOLID WOOD CLADDING ON 1x1" STEEL TUBULAR

2x2x1" WELDED MS ANGLE BRACKET ATTACH TO WALL BY EXPANSION BOLT

120 120 120 120 120

900

120 120 120 120 120

1/2x1" FLAT STEEL BAR

1/2" STEEL ROUND BAR, SPACED AS SHOWN

1/2" STEEL ROUND BAR

1x1" STEEL TUBULAR

DETAIL A SCALE

IDr. ANAIS SILVESTRE ARCHITECTURAL DESIGN BY:

NOTES

Arch. Jun Benito SPECIFICATIONS OF STEEL MEMBERS (E.G. THK, GAUGE,) AS PER ENGINEER'S APPROVAL

1 : 20 M.

R.A. 545 ART. 2 SEC. 25 (4)

INTERIORS BY:

1x2x4" WELDED MS ANGLE BRACKETS

LOFT RAILINGS

LOFT RAILINGS ID-06

1x1" STEEL TUBULAR

100

1x2x4" WELDED MS ANGLE BRACKETS

1 : 5 M.

S4S K.D. SOLID WOOD CLADDING ON 1x1" STEEL TUBULAR

775

SCALE

900

DETAIL

ID-06

PROJECT

OWNER

DETAIL B SCALE

1 : 20 M.

SHEET CONTENTS:

DRAWN BY:

AMS DATE: 2018-12-17

REVISION:

LOCATION

SHEET NO.

AGB CHECKED BY:

LOFT RAILINGS DETAILS

FUEGO RESIDENCE

ID-06

NOTES:

1 1/4" MS ANGLE BAR TRIM 1/2x4" ENG'D WOOD BASEBOARD

1x2x4" WELDED MS ANGLE BRACKETS BOLTED TO WALL 1/2x8" T&G ENG'D WOOD PLANKS, LAID PERPENDICULAR TO FLOOR FRAMING, FLOATING INSTALLATION ON 3/4" THK MARINE PLYWOOD SUBFLOORING

1/2x8" T&G ENG'D WOOD PLANKS, LAID PERPENDICULAR TO FLOOR FRAMING, FLOATING INSTALLATION ON 3/4" THK MARINE PLYWOOD SUBFLOORING

2x6" STEEL C CHANNELS ATTACHED TO WALL BY WELDED 2x2x4" MS ANGLE BRACKET W/ EXPANSION BOLTS

2x6" STEEL C CHANNELS ATTACHED TO WALL BY WELDED 2x2x4" MS ANGLE BRACKET W/ EXPANSION BOLTS WEB STIFFENER, AS NEEDED (PER ENGINEER'S SPECIFICATION)

1/2" THK MOISTURE RESISTANT GYPSUM BOARD CEILING

1x1" MS ANGLE BAR TRIM WITH 1/2" SHADOW GAP

1x1" WELDED MS ANGLE BAR TRIM WITH 1/2" SHADOW GAP

LOFT FLOOR FRAMING

ID-07

LOFT FLOOR FRAMING

CONNECTION DETAIL A SCALE

1 : 10 M.

ID-07

CONNECTION DETAIL B SCALE

1 : 10 M.

1/2x4" ENG'D WOOD BASEBOARD

141 x141" WELDED MS ANGLE BAR TRIM

1/2x8" T&G ENG'D WOOD PLANKS, LAID PERPENDICULAR TO FLOOR FRAMING, FLOATING INSTALLATION ON 3/4" THK MARINE PLYWOOD SUBFLOORING

2x6" STEEL C CHANNELS ATTACHED TO WALL BY WELDED 2x2x4" MS ANGLE BRACKET W/ EXPANSION BOLTS

1x2x4" WELDED MS ANGLE BRACKETS BOLTED TO LOFT FRAMING

1/2" THK MOISTURE RESISTANT GYPSUM BOARD CEILING

1x1" WELDED MS ANGLE BAR TRIM WITH 1/2" SHADOW GAP

1x1" WELDED MS ANGLE BAR TRIM WITH 1/2" SHADOW GAP LOFT FLOOR FRAMING

LOFT FLOOR FRAMING

ID-07

CONNECTION DETAIL C

SCALE

R.A. 545 ART. 2 SEC. 25 (4)

INTERIORS BY:

IDr. ANAIS SILVESTRE ARCHITECTURAL DESIGN BY:

Arch. Jun Benito

1 : 10 M.

ID-07

PROJECT

OWNER FUEGO RESIDENCE

LOCATION

CONNECTION DETAIL D SCALE

1 : 10 M.

SHEET CONTENTS:

DRAWN BY:

LOFT FLOOR FRAMING CONNECTION DETAILS REVISION:

AGB CHECKED BY: AMS DATE: 2018-12-17

SHEET NO.

BEDROOM LOFTS NOTES:

ID-07

Construction Documents - Plans, Elevations, Details

KWANTLEN POLYTECHNIC UNIVERSITY

CADD TECHNOLOGIES

EFFLUENT TREATMENT PLANT Piping & Instrumentation Diagram, Plans, Sections, Isometrics

_DESIGNS

UPD COLLEGE OF FINE ARTS

STUDENT COMMONS Academic Support Spaces

The CFA Student Commons is a 250sqm renovation project for the University of the Philippines Diliman - College of Fine Arts. The project repurposes an unused property of the college into a satellite study area. A program of spaces was developed thru consultations with the various stakeholders of the college. Included in the design is a study hall along with support spaces such as a child-care, counseling, and a meeting room. Additionally a retail area was provided for educational and art supplies.

2.5

10M

THESIS

GF Front Lobby

2F University-Hub Library

SILID BALANGA

Mixed-Use Learning Commons

This undergraduate thesis, advised by Arch. Johannes Chua and Arch. Tina Bulaong, was presented to the faculty of the University of the Philippines Diliman - College of Architecture in fulfillment of the requirements for the degree of Bachelor of Science in Architecture.

RA S

Commons for the Balanga City University

NAR

The project was titled Silid Balanga: Learning

Hub. Its primary aim was to capitalize on the city’s information assets by offering a comprehensive range of facilities related to learning, development, and livelihood for the community.

The

project

also

sought

cultivate

collaboration among the students, educators, professionals, and the local government of 2 1

3RD 2ND FFL 1 : 200

1ST FFL

D R IV P IT O L

1 THIRD FLOOR PLAN 1:200

40M

Balanga City.

Bal anga Univers ity Town

200 m

EXPLORING THE BUILT ENVIRONMENT Architectural Mapping

BATAAN PROVINCIAL CAPITOL

ST. JOSEPH CATHEDRAL

TOMAS DEL ROSARIO COLLEGE

BALANGA CITY HALL

BATAAN PENINSULA STATE UNIVERSITY

CAPITOL DRIVE

PLAZA HOTEL BALANGA CITY

BATAAN PEOPLES CENTER

BALANGA PUBLIC MARKET

GALERIA VICTORIA

SITE ANALYSIS

COMMERCIAL INSTITUTIONAL RESIDENTIAL EDUCATIONAL FACILITIES

COMMERCIAL INSTITUTIONAL TREND

OVER 10 YEARS 5-10 YEARS AGO 5 YEARS-PRESENT HERITAGE STRUCTURE

HEAVY MILD TRAFFIC TRAFFIC

LIQUEFACTION-PRONE

0 - 0.5M 0.5 - 1.5M 1.5M+

FORM PROGESSION

ZONING DIAGRAM ADMINISTRATION EDUCATIONAL EXHIBIT

5478m 2

COMMERCIAL PERFORMANCE GENERAL SUPPORT CIRCULATION OUTDOOR & LANDSCAPING

locate site with proper area

ADMINISTRATION & OFFICES

explore maximum building size limit height appropriate to site context

rationalize building form strengthen street facade continuity recess facade for views and pedestrian use

increase open spaces to 60% of site divide massing appropriate to human scale mix natural and built environment

FUNCTION SPACES & OFFICES

3F 2F

UNIVERSITY-HUB LIBRARY

2F GF

COMMUNITY HUB

GENERAL SERVICES

B1+ & PARKING open at street level to interest people solid-void silhouette for visual emphasis

ORIENTATION TO PREVAILING WINDS

BAY SECTION (SOUTH FACADE) LOWER ROOF APEX +23.6M

INSULATED GALVANIZED STEEL SHEET ROOFING ON STEEL PURLINS & TRUSSES FIBER CEMENT BOARD EGGCRATE BRISE SOLEIL

HOT AIR ESCAPES SPACES THRU OPEN STAIRWELLS AND COURTYARD

STEEL ROD SUPPORT AT EGGCRATE INTERSECTIONS ATTACHED TO REINFORCED WALL

AMIHAN / NORTHEAST PREVAILING WINDS

SUSPENDED ACOUSTIC CEILING TILES 5TH FFL +16.8M

CARPET TILES ON LOW-PROFILE RAISED FLOOR SYSTEM THIN BRICK VENEER ON REINFORCED CONCRETE MASONRY WALLS 4TH FFL +12.8M

6” CLEAR LOW-E GLASS BLADE JALOUSIE WINDOWS WITH WEATHER-SEALING, SCREEN AS NEEDED WHITE ALUMINUM COMPOSITE PANELS 3RD FFL +8.6M

HOMOGENOUS VINYL TILES

BUILDING FORM BENDS ITSELF TO ACCOMODATE FOR CROSS VENTILATION

CAST-IN-PLACE REINFORCED CONCRETE SLAB 2ND FFL +4.6M

1ST FFL +0.6M NGL +0.0M

ROUND CAST-IN-PLACE REINFORCED CONCRETE COLUMN CAST-IN-PLACE REINFORCED CONCRETE BEAM B1 FFL1 -3.5M

REINFORCED CONCRETE RETAINING WALLS B1 FFL2 -5.25M

ISOLATED COLUMN FOOTINGS WITH TIE BEAMS B2 FFL1 -7.00M

B2 FFL2 -8.75M

&URVV 6HFWLRQ WKUX :HVW 6SDFHV

ROOF PLAN 1 : 200

HABAGAT / SOUTHWEST PREVAILING WINDS

RADIATION ANALYSIS

kWh/m2

Southeast View

1500.00 < 1350.00 1200.00 1050.00

Radiation Analysis SILIDBALANGA_PHL 1 JAN 0:00 - 31 DEC 24:00

900.00 750.00

Analyzed Base Model

600.00

Diagrams show the amount of solar exposure received by the building over an entire year at its accurate coordinate location. Solar exposure from the east, south, and west facades are greatly reduced due to the eggcrate sunshading (concealed in analyzed model), and placement of emergency exits at exterior. The north facade receives little

450.00

exposure due to its orientation. The diagram shows the building form’s effectivity in 300.00

shading itself, as seen most clearly from the plan and perspective view.

150.00

6HFWLRQ

A more accurate base model with adjacent landscaping and structures is projected to demonstrate lower solar exposure levels.

0.00 >

MULTIPLE ELEMENTS BLOCK / DIFFUSE SUNLIGHT

EMERGENCY EXIT DOUBLES AS DEEP SHADING DEVICE

FIRE-RATED DOUBLE GLAZED LOW-E GLASS PANELS

OPERABLE CLERESTORY WINDOWS FOR RISING HEAT ESCAPE SMALL CANOPY TO CATCH AND REFLECT LIGHT TO INDOOR SPACE

FLOOR TO CEILING JALOUSIE WINDOWS FOR MAXIMUM VENTILATION

WEST FACADE TREATMENT 6HFWLRQ

CAVITY BETWEEN SUNSHADING AND BUILDING FOR VENTILATION, HEAT GAIN REDUCTION

2F Library Space

2F Discussion Rooms

&URVV 6HFWLRQ WKUX (DVW BASE / NORTH FACADE TREATMENT &RS\ 6WDLUV

SECOND SKIN PROVIDES BOTH HORIZONTAL AND VERTICAL SUNSHADING

TREE CANOPIES ALONG SITE SHADE WIND APPROACHING THE BUILDING

2F Commercial Space

EAST & SOUTH FACADE TREATMENT

2700

3950 1625

3800

1900

2250

700 22

900 415

2605 3200

900

DOWN

1180

2390

RETAIL AREA

2830

1315

MAIN ENTRANCE

780

STEP: -0.18m FFL

1500

CHB WALL 1000MM HEIGHT

750

650

360

2540

360

270

780

3055 DRY WALL 2300MM HEIGHT

3635

STEEL-FRAMED GLASS WALL

FF-1: 0.0m FFL

2305

FF-2: -0.1m FFL

3365

2675

STEEL-FRAMED GLASS WALL

265

CO-WORKING SPACE

5305

DOWN

365

ARTIST CONFERENCE ROOM

40°

1900

1050

L AL

FF-2: -0.15m

STEP: -0.15m FFL

180

CHB WALL

OUTDOOR / PHOTO AREA

2850

3000

2820

1900

TOOLS & MACHINES

750

FF-2: -0.1m FFL

3950

EXISTING BRICK CLADDING ON CHB WALL

TILE BACKSPLASH (1400mm HIGH)

725 700 1525

3900

STOCK LOCKER ROOM AREA

4000

2325

DARK GRAY SKIMCOAT IN MATTE SEALER

350

RUSTIC RECLAIMED DARK WOOD CLADDING

STEEL-FRAMED GLASS WALL

7425

T PLAN

STOCK LOCKER ROOM AREA

B-3

BOOKSHELF

STORAGE 60CM DEPTH

O/H BOOKSHELF

BOOKSHELF

OUTDOOR / PHOTO AREA

RAMP UP

B-13

A-2

B-14

A-1

50x90CM

B-8

B-10

B-6

CO-WORKING SPACE

B-15

B-20

B-7

B-12

B-5

COFFEE TABLE

B-6

B-9

ACCENT DIVIDER

B-21

ARTIST CONFERENCE ROOM

B-4

B-11

120x100CM 120x100CM

Responsibilities for the architectural and interior design project included working directly under the principal interior designer to produce interior / builtin details, conducting site surveys to provide as-built plans for the renovation, preparing contract drawings for building permit, project documentation, and coordination with the contractor on urgent decisions and construction bulletins. DINING AREA RAMP UP

PANTRY 50x250CM

PLANT SHELF B-18 A-21

A-22

B-16

50x90CM

A-23

CASHIER'S DESK

A-24

A-3

A-4

A-5

DISPLAY SHELVES

A-19

A-20

B-17

A-18

Property Line

Creative Co-Making and Retail Space

KIOSK

TOOLS & MACHINES

STORAGE 35CM DEPTH

B-22

60x94CM

STORAGE 70CM DEPTH

B-2

B-23

HANGING AREA

STORAGE 60CM DEPTH

TABLE 90x104CM

STORAGE 35CM DEPTH

PEG BOARD

STORAGE 70CM DEPTH

B-1

B-24

C-1 C-2 C-3 C-4

C-8 C-5

MAKE SPACE TODAY

N4°16'W - 30.00M

B-19

S85°44'W - 14.00M

C-6

C-7

C-9

C-10

C-11

STEP UP

LADDER 50X60CM

Secondary roles included sourcing finish materials from suppliers.

A-17

WORKTABLE 70x150CM

RETAIL AREA

A-15

A-14

A-13

A-12

A-11

A-10

OUTDOOR AREA KIOSK DINING AREA

A-9

A-8

A-7

A-6 steel railings

A-16

Research on the various equipment and their space requirements, as well as the several possible activities in the makerspace called for flexibility in design and layout of spaces.

Make Space Today is retail, coworking, and makerspace hybrid in Malingap St. Quezon City, envisioned by a collective of artists to foster entrepreneurship within the local creative community. In a collaborative effort with the interior designer and owner, a minimalist look with a defined light and neutral material palette was decided on to highlight the tools and products available in the space. The clear material finishes maintained honesty to the inherent characteristics of the construction materials used.

from Make Space Today Facebook page

CASHIER COUNTER DETAILS

380

580

ISOMETRIC

LOCATION: 40 MALINGAP STREET, BARANGAY TEACHERS VILLAGE EAST, QUEZON CITY 1100

25 350 1110

20 380

1:15 MM

3/4" THK PLYWOOD IN NATURAL DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL

390

LOCATION: 40 MALINGAP STREET, BARANGAY NOTES: TEACHERS VILLAGE EAST, QUEZON CITY 1100

SCALE:

1100

50 20 395

SCALE:

DATE: 2019-01-25

SECTIONS

120 380

760

ELEVATION & SECTION

PREPARED BY: AGAB

CASHIER COUNTER

ID-8.0

350

CASHIER COUNTER SHELF 1

PROJECT: MAKESPACE

CASHIER COUNTER DETAILS

230

350

ID-8.0

SHEET CONTENT: ID-7.0

PROJECT: MAKESPACE NOTES:

820

870

315

SHEET NO:

DATE: 2019-01-25

325 120

3/4" THK PLYWOOD IN NATURAL DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL

50 240 50 20 20

315

395 395

760

730

20 20

CASHIER COUNTER

SCALE: 1:15 MM PREPARED BY: AGAB

SHEET CONTENT:

870

50 20

ID-7.0

380 50

1800 20

50 20

440

900

315 380

870

50 20

730

20 20 50

167 0

5 112

250

50 20 325

580

COUNTERTOP: 3/4" THK PLYWOOD W/ 1/2" THK EDGING IN NATURAL DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL

730

325 380

900 1100

350

870

315

900

350

230

615

3/4" THK PLYWOOD IN NATURAL DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL 645

1310

50 20

180 0

5 112 900

380

900

250

25 185 25

995

900

645

185 25

325 20 140 25 900

380

120

900

185 25

167 0

380

1670

COUNTERTOP: 3/4" THK PLYWOOD W/ 20 IN NATURAL 20 1/2" 25 THK205 EDGING DEAD FLAT LACQUER FINISH, 415 FOR DESIGNER'S APPROVAL

185 25

3/4" THK PLYWOOD IN NATURAL DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL

250

1100

1110

COUNTERTOP: 3/4" THK PLYWOOD W/ 1/2" THK EDGING IN NATURAL DEAD FLAT LACQUER FINISH, 3/4" THK PLYWOOD IN NATURAL FOR DESIGNER'S APPROVAL 820 DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL

3/4" THK PLYWOOD IN NATURAL DEAD FLAT LACQUER FINISH, FOR DESIGNER'S APPROVAL

1:20 MM 580

ID-8.0

SHEET CONTENT: SHEET NO: CASHIER COUNTER ELEVATION & SECTIONS

ID-7.0

CASHIER COUNTER SHELF 1

ELEVATION & SECTION SCALE:

1:20 MM

SHEET NO:

PREPARED BY: AGAB DATE: 2019-01-25

ID-8.0

NOTES:

EXISTING CHB WALL 20MM GRANITE COUNTERTOP ON 1/2" THK BIRCH PLYWOOD, W/ 100MM BACKSPLASH

20MM GRANITE COUNTERTOP ON 1/2" THK BIRCH PLYWOOD, W/ 100MM BACKSPLASH

1/2" THK BIRCH PLYWOOD, NATURAL DEAD FLAT LACQUER FINISH * 265

OPENING FOR SINK & FAUCET 2460

365 *

365*

800

265*

VERIFY ON SITE

800

400

500

1/2" THK BIRCH PLYWOOD, NATURAL DEAD FLAT LACQUER FINISH

10MM WELDED STEEL SQUARE BAR SHELF FRAME, WHITE AUTOMOTIVE LACQUER FINISH,

ID-15.0 SCALE:

PANTRY TABLE

TOP VIEW

ID-15.0 SCALE:

1:20 MM

1/2" GRANITE COUNTERTOP ON 1/2" THK BIRCH PLYWOOD, W/ 100MM BACKSPLASH

VERIFY ON SITE

1000

2600*

NTS

2600*

OPENING FOR SINK & FAUCET

1"x2" WELDED TUBULAR STEEL TABLE FRAME, WHITE AUTOMOTIVE LACQUER FINISH, ATTACH TO CHB WALL 1"x1" WELDED TUBULAR STEEL TABLE LEGS, WHITE AUTOMOTIVE LACQUER FINISH EXISTING RC COLUMN

2420

340 NTS

LOCATION: 40 MALINGAP STREET, BARANGAY TEACHERS VILLAGE EAST, QUEZON CITY 1100

FRONT VIEW

ID-16.0 SCALE:

SHEET CONTENT:

1:20MM

DIVIDER SHELF

LOCATION:

DIVIDER SHELF

SIDE VIEW

ID-16.0 SCALE:

1:20MM

SHEET NO:

BY: GILBERT BERCERO PANTRY TABLE -PREPARED FRAME DATE:VIEW 2019-06-06 ISOMETRIC

ID-15.0 SCALE:

PROJECT: MAKESPACE

500

175

DIVIDER SHELF

175

ID-16.0 SCALE:

PROJECT: MAKESPACE

410

ISOMETRIC VIEW

760

DIVIDER SHELF

175

605

220

340

EQ EQ

525 400

NTS NOTES: ALL MATERIALS FOR FINISHES ARE TO BE SPECIFIED AND APPROVED BY INTERIOR DESIGNER, 525 *VERIFY ACTUAL MEASUREMENTS ON SITE

CHECKED BY: ANAIS SILVESTRE Interior Designer

100

400

100

650

242 0

175

6MM DIA. SCREW W/TOX ON WELDED FLATBAR

1/2" THK BIRCH PLYWOOD, NATURAL DEAD FLAT LACQUER FINISH

2460

800

410

1000

FINISHED WOOD BASE FIT TO FRAME

ATTACH TO RC COLUMN BY SCREW ON WELDED FLAT BAR @ CORNERS

ISOMETRIC VIEW

800

PANTRY TABLE - FRAME

650

ID-16.0 SHEET CONTENT: PANTRY TABLE DETAILS

PANTRY TABLE

FRONT VIEW

ID-15.0 SCALE:

1:20 MM

PANTRY TABLE

SIDE VIEW

ID-15.0 SCALE:

PREPARED BY: GILBERT BERCERO DATE: 2019-06-03 NOTES: ALL MATERIALS FOR FINISHES ARE TO BE SPECIFIED AND APPROVED BY INTERIOR DESIGNER, * VERIFY ACTUAL MEASUREMENTS ON SITE

1:20 MM

SHEET NO:

ID-15.0

4000* 2400

8x8FT COMMERCIALLY METALAVAILABLE PEGBOARD 8x8FTAVAILABLE COMMERCIALLY METAL PEGBOARD 400

TOOL ROOM TABLE 1 ROOM TABLE 1 TOOL SEE SHEET ID-19.0SEE SHEET ID-19.0 350

700

700*

350 350

2600*

1550

350

400 0*

1550

1550 350 700

400 0*

600

SWING DOOR

1550

700

0* 285

2600*

SWING DOOR

400 0*

600

TOOL ROOM COUNTER TOOL 2ROOM COUNTER 2 SEE SHEET ID-21.0SEE SHEET ID-21.0

500*

0* 285

2850*

500*

0* 285

700*

TOOL ROOM COUNTER 2 SEE SHEET ID-21.0

500*

TOOL ROOM COUNTER TOOL 1ROOM COUNTER 1 SEE SHEET ID-20.0SEE SHEET ID-20.0

600

600 VERIFY ON SITE

2850*

600 2850*

VERIFY ON SITE

TOOL ROOM SHELF 2 ROOM SHELF 2 TOOL SEE SHEET ID-22.0SEE SHEET ID-22.0

2850*

700*

TOOL ROOM SHELF 1 ROOM SHELF 1 TOOL SEE SHEET ID-22.0SEE SHEET ID-22.0

TOOL ROOM COUNTER 1 SEE SHEET ID-20.0

1550

400

TOOL ROOM SHELF 2 SEE SHEET ID-22.0

2600*

2400

700

TOOL ROOM SHELF 1 SEE SHEET ID-22.0

VERIFY ON SITE

4000*

2400

2850*

4000*

VERIFY ON SITE

700

400

VERIFY ON SITE

700

350

TOOL ROOM TABLE 2 ROOM TABLE 2 TOOL SEE SHEET ID-19.0 350 SEE SHEET ID-19.0 350

2250*

TOOL ROOM TABLE 1 SEE SHEET ID-19.0

TOOL ROOM TABLE 2 SEE SHEET ID-19.0

2250*

TOOLS ROOM

SPOT PLAN 1 SPOT PLAN

1:20 MM ID-18.0 SCALE: ID-18.0 SCALE:

TOOL ROOM

ISOMETRIC VIEW 2 ISOMETRIC VIEW

NTS ID-18.0 SCALE: ID-18.0 SCALE:

1:20 MM

NTS

2250* TOOLS ROOM

PROJECT: PROJECT: MAKESPACE MAKESPACE

CHECKED BY: SHEET CONTENT: SHEET CONTENT: SPOT PLAN

CHECKED BY:

TOOL ROOM

NO: SHEET NO: 2 SHEET ISOMETRIC VIEW

PREPARED BY: GILBERT BERCERO PREPARED BY: GILBERT BERCERO DATE: 2019-06-06 DATE: 2019-06-06

NTS ID-18.0ID-18.0

1:20 MM ID-18.0 SCALE: ID-18.0 SCALE: TOOL ROOM SPOT ISOMETRIC VIEW TOOLPLAN, ROOM SPOT PLAN, ISOMETRIC VIEW NOTES: ALL MATERIALS ARE TOFINISHES BE SPECIFIED AND NOTES:FOR ALLFINISHES MATERIALS FOR ARE TO BEAPPROVED SPECIFIEDBY AND APPROVED BY ANAIS SILVESTREANAIS SILVESTRE LOCATION: LOCATION: INTERIOR DESIGNER, * VERIFY ACTUAL *MEASUREMENTS ON SITE INTERIOR DESIGNER, VERIFY ACTUAL MEASUREMENTS ON SITE Interior Designer Interior Designer 40 MALINGAP STREET, QUEZON CITY 1100 40 MALINGAP STREET, QUEZON CITY 1100 0

3/4" THK BIRCH PLYWOOD NATURAL DEAD FLAT LACQUER FINISH @ EXTERIOR & VISIBLE SIDES, 3/4" PANEL MARINE PLYWOOD 6MM THK GLASS NATURAL DEAD FLAT LACQUER FINISH @ INTERIOR

175 0

3/4" THKTABLE BIRCHLEGS, PLYWOOD NATURAL DEAD FLAT LACQUER FINISH 1"x1" WELDED TUBULAR STEEL @ EXTERIOR WHITE AUTOMOTIVE LACQUER FINISH& VISIBLE SIDES, 3/4" MARINE PLYWOOD NATURAL DEAD FLAT LACQUER FINISH @ INTERIOR

1"x1" WELDED TUBULAR STEEL TABLE LEGS, WHITE AUTOMOTIVE LACQUER FINISH

PROJECT: MAKESPACE LOCATION: 40 MALINGAP STREET, QUEZON CITY 1100

4 SIDEVIEW ISOMETRIC VIEW

CHECKED BY: ANAIS SILVESTRE Interior Designer

PROJECT:

NTS 1:20 MM

TOOL ROOM SHELF 1

SIDE VIEW

ID-22.0 SCALE:

TOOL ROOM 2 SHELF 1 TOOL ROOM TABLECOUNTER 2 TOOL ROOM

ISOMETRIC VIEWVIEW 3VIEW 7 2FRONT FRONT

SCALE ID-21.0 SCALE: 1:20 MM 1:20 MM ID-19.0 SCALE: NTS1:20 MM ID-22.0

SHEET CONTENT:

600

555

VERIFY ON SITE

2600*

555

385

555 TOOL ROOM SHELF 2 2 TOOL ROOM TABLE

1:20 MMNTS

PREPARED BY: GILBERT BERCERO

900

1:20 MM

TOOL ROOM COUNTER 2

FRONT VIEW

ID-21.0 SCALE:

TOOL ROOM SHELF 2

SIDE VIEW

ID-22.0 SCALE:

385

400 900 400

400

SIDE VIEW

ID-19.0

CHECKED BY:

100

TOOL ROOM COUNTER 2

4 8 ISOMETRIC VIEW FRONT VIEW

SCALE: ID-22.0 ID-19.0SCALE

900

385

ID-21.0 SCALE:

PREPARED BY: GILBERT BERCERO SHEET NO: CHECKED BY: SHEET CONTENT: DATE: 2019-06-06 MAKESPACE TOOL ROOM TABLE DETAILS NOTES: ALL MATERIALS FOR FINISHES ARE TO BE SPECIFIED ANDTOOL APPROVED BY ROOM COUNTER 2 DETAILS SILVESTRE LOCATION: INTERIOR DESIGNER, * VERIFYANAIS ACTUAL MEASUREMENTS ON SITE Interior Designer 40 MALINGAP STREET, QUEZON CITY 1100

SHEET CONTENT: PROJECT:

400

900

500

400

1020

770

350

385

700

1:20 MM

700

100

100100

TOP VIEW

LEAVE OPEN FOR EXISTING PANELBOX

NTS

900

50 400 120

900900

900 400

900

100

TOOL ROOM SHELF TOOL1ROOM TABLE 1

ID-22.0 SCALE ID-19.0 SCALE:

1:20 MM

750

570

FRONT VIEW

400

50 120

TOOL ROOM TABLE 1

ID-19.0 SCALE:

100

230

720

900

50 120 EQ

570

750

100

ID-19.0 SCALE

350

765

TOOL ROOM COUNTER 2

1750

750

1550

765

ISOMETRIC VIEW 600

50 120

700

350

700

1750

330

TOOL ROOM TABLE 2

570

1050 765

175 1:20 MM 0

720

ID-19.0 SCALE:

NTS

400

1550

TOP VIEW

100

ID-19.0 SCALE

TOOL ROOM TABLE 2

370

ISOMETRIC VIEW

2600*

600

TOOL ROOM TABLE 1

ID-21.0 SCALE:

2600*

NTS

700

1020

350

VERIFY ON SITE

ISOMETRIC VIEW

350

VERIFY ON SITE

TOOL ROOM COUNTER 2

370

1:20 MM

370

2600*

TOP VIEW

765

370

TOOL ROOM TABLE 1

ID-19.0 SCALE:

ID-21.0 SCALE

VERIFY ON SITE

900

350

630

700

0 105

350

370350

700

370

2600*

350

1050

700

YO NS ITE

700

1:20 MM

100

765

400 570

YO RIF VE

400

500

900

155 0

765

750

* 700 SITE N

ID-18.0

TOOL ROOM SPOT PLAN, ISOMETRIC VIEW

ANAIS SILVESTRE Interior Designer

765

CABINET DOORS WITH LOCK 3/4" THK BIRCH PLYWOOD NATURAL DEAD FLAT LACQUER FINISH 3/4" THK BIRCH PLYWOOD NATURAL DEAD FLAT LACQUER FINISH DATE: 2019-06-06 @ EXTERIOR & VISIBLE SIDES, 3/4" MARINE PLYWOOD NATURAL @ EXTERIOR & VISIBLE SIDES, 3/4" MARINE PLYWOOD NATURAL DEAD FLAT LACQUER FINISH @ INTERIOR DEAD FLAT LACQUER NOTES: ALL MATERIALS FOR FINISHES ARE TO BE SPECIFIED AND APPROVED BYFINISH @ INTERIOR 102 0 INTERIOR DESIGNER, * VERIFY ACTUAL MEASUREMENTS ON SITE 155 765 700* 700* 0 400 700 VERIFY ON SITE VERIFY ON SITE 1550 0 40 VE765 700* RIF 765 765

VERIFY ON SITE

1550 N: GAP STREET, QUEZON765CITY 1100

SHEET NO:

PREPARED BY: GILBERT BERCERO

SHEET CONTENT:

CABINET DOORS WITH LOCK

2600*

CHECKED BY:

770

: ACE

100

3/4" THK BIRCH PLYWOOD NATURAL DEAD FLAT LACQUER FINISH @ EXTERIOR & VISIBLE SIDES, 3/4" THK MARINE PLYWOOD NATURAL DEAD FLAT LACQUER @ INTERIOR

TOOL ROOM SHELF 2

FRONT VIEW

ID-23.0 SCALE:

1:20 MM

PREPARED BY: GILBERT BERCERO

SHEET NO:

DATE: 2019-06-06

NOTES: ALL MATERIALS FOR FINISHES ARE TO BE SPECIFIED AND APPROVED BY INTERIOR DESIGNER, * VERIFY ACTUAL MEASUREMENTS ON SITE

SHEET NO:

ID-2

APARTMENT C Studio Unit Interiors

Apartment C is a 20sqm studio unit featuring a convertible furniture layout to maximize the limited floor area. The main space-saving feature of the apartment is the custom wall built-in. The built-in features a queen-size Murphy bed that turns into a sofa when stowed away. It also incorporates a closet, bed-side table, shelves, and storage cabinets. The butterfly table and folding chairs seat 4-6 people, perfect for hosting dinners with close friends. The addition of mirrors for the kitchen backsplash and sliding closet doors serves to amplify the sense of space within the modest unit.

day rende r

ni ght rende r

day rende r

ni ght rend e r

day rende r

ni ght rend e r

MISC. WORK

Architectural Visualization

Public space redevelopment studies for national government agency

Esplanade hotel studies for city government

urban development studies for city government

master plan concept for national government agency

park concept for international competition

monument restoration presentation render for city government

condominium presentation renders for private client