Marc Gregory Portfolio - 2025

selected works | Portfolio | marc gregory olanio

Portfolio | 2025

Hello! I am Marc Gregory Olanio I am an Architectural Technologist and licensed Architect in the Philippines with over 8 years of professional experience.

A recent graduate of SAIT’s Architectural Technologies program, I now work at DIALOG, contributing to a range of projects from conceptual design to construction documentation—including high-rises, commercial spaces, residential buildings, cultural centers, and transit projects. With expertise in Building Information Modeling (BIM) and a commitment to effective project coordination, I bring a pragmatic, adaptable approach to every project, whether working independently or as part of a team.

Curriculum Vitae

EDUCATION

SOFTWARES

Diploma in Architectural Technologies Southern Alberta Institute of Technology 2024-2025

Revit | Advanced AutoCAD | Advanced Navisworks | Basic Sketchup | Advanced Lumion | Advanced D5 Render | Intermediate Bluebeam | Advanced Adobe Illustrator | Intermediate Adobe Photoshop | Intermediate Adobe InDesign | Intermediate Adobe Lightroom | Intermediate Microsoft Office Suite | Advanced

Bachelor of Science in Architecture Adamson University 2009-2014

WORK EXPERIENCES DIALOG Architectural Technologist | 2025-Present IAS Studio Architect | 2022-2023 Viatechnik Inc. BIM Specialist | 2019-2021 Arcadis GEC Architect II | 2016 –2019 AO+R Design and Associate Project Architect | 2015-2016 Arch Haus Asia Project Coordinator | 2014-2015 Phinma Properties Technical Assistant | 2014

RECOGNITIONS 2025 | Southern Alberta Institute of Technology METAFOR Capstone Scholarship Award 2024 | CSC Student Design Competition Second place | People’s Choice Award

CONTACT Phone | 368-399-8979 Email | olaniogregorymarc@gmail.com Address | Calgary, Alberta LinkedIn | linkedin.com/in/marcolanio/

Portfolio | marc gregory olanio

House 1 Charlton Queensland, Australia

Square 2 Green Sydney, Australia

Sadd Gold Line Station 3 AlDoha, Qatar

- CSC Entry 4 Belong Calgary, AB

Contents

Hill 5 Capitol Capitol Hill, Calgary, AB

6 Hillhurst Hillhurst, Calgary, AB

7 Cornerstone Montgomery, Calgary, AB

Recreation Center 8 Belmont Belmont, Calgary, AB

Portfolio | marc gregory olanio

CHARLTON HOUSE Location : Queensland, Australia Year : 2022-2023 Project Type : Residential Company : IAS Studio Status : Under Construction Role / Involvement : Design Development

Situated in the heart of Ascot and the Brisbane Racing Club, this project presents an exceptional opportunity to create a vibrant, parkland-centered community. Guided by principles of liveability, placemaking, connection to nature, and urbanity, the design features two towers of 14 and 15 stories atop a brick podium with a two-level basement carpark. A permeable ground level integrates seamlessly with the existing urban fabric, view corridors, and pedestrian pathways.

Gardens provide privacy and scenic views, while rectilinear, stacked apartments and dynamic façade variations create architectural interest. The lobby welcomes residents with a striking 6-meter-high glazed façade, a pool feature, and private lounge areas.

Crowning the building is a lush rooftop terrace, complete with a lounge, gourmet kitchen, and entertainment spaces, offering spectacular city and racing track views.

This development embraces Brisbane’s Buildings that Breathe principles, fostering community engagement and delivering a high-quality, sustainable urban environment.

Charlton House | Selected Works

Portfolio | marc gregory olanio

Site Plan

Charlton House | Selected Works

Portfolio | marc gregory olanio

Third Floor Plan

South Elevation

Charlton House | Selected Works

Fourteenth Floor Plan

Section

Portfolio | marc gregory olanio

Charlton House | Selected Works

Podium Carpark - South Elevation

Podium Carpark - West Elevation

Podium Carpark - East Elevation

Portfolio | marc gregory olanio

GREEN SQUARE Location : Sydney, Australia Year : 2022-2023 Project Type : Mixed-Use Development Company : IAS Studio Status : Under Construction Role / Involvement : Design Development

Green Square S18 is a benchmark in sustainable urban living, blending architectural innovation with community-centered design. Located in Sydney’s vibrant Green Square precinct, the project exemplifies modern mixeduse development, integrating residential, retail, and public spaces to create a cohesive urban community.

Architecturally, the design emphasizes clean, modern lines, with dynamic facades that balance transparency and solidity. Generous balconies and terraces extend living spaces outward, promoting natural ventilation and light while enhancing the connection between indoor and outdoor environments. The building’s form and materials respond thoughtfully to its urban context, contributing to the precinct’s cohesive yet diverse architectural character.

S18 also features a pedestrian-friendly ground plane, seamlessly connecting the towers to surrounding plazas, parks, and amenities. This integration fosters community interaction and aligns with sustainable urban planning principles, making it a model for high-density, future-ready design.

Green Square | Selected Works

Portfolio | marc gregory olanio

Level 2 - GA Plan

Level 3 - GA Plan

NEILSON PLAZA

South - West Facade

1

25

Operable windows behind louvers

Operable Metal louvers

Operable Sliding Screens

Primary Metal Frame

Vision and Spandrel Glass contrasts shading fins

Metal Framed Glazed Balustrade

SITE 18 GREEN SQUARE - DA DESIGN REPORT

Awning Windows

Operable Metal louvers

ly

Staggered secondary vertical fin

on

on ly

Vision Glass Initial Checked

Operable window behind louvers

e

es

ad

Checked

Do not scale drawings - refer to figured dimensions only. Any discrepancies shall immediately be referred to the architect for clarification.

Check all dimensions and site conditions prior to commencement of any work, the purchase or ordering of any materials, fittings, plant, services or equipment and the preparation of shop drawings and or the fabrication of any components.

All drawings may not be reproduced or distributed without prior permission from the architect.

Do not scale drawings - refer to figured dimensions only. Any discrepancies shall immediately be referred to the architect for clarification.

Check all dimensions and site conditions prior to commencement of any work, the purchase or ordering of any materials, fittings, plant, services or equipment and the preparation of shop drawings and or the fabrication of any components.

REPORT E Elevation

Site 18 Green Square

All drawings may not be reproduced or distributed without prior permission from the architect.

Staggered operable metal louvers

ad

fa c

Initial

1 : 100

s11991

Author

Drawing no.

BIM

Plot Date 26/11/2021 12:57:19 PM

Project Status

1 : 100

@ A1

Revision

1

Checked

Checker

@ A1

Revision

1

Checked

26/11/2021 12:54:41 PM

Project Status

s11991

Author

A90.201

Drawing no.

BIM

Plot Date

Status

Project no.

Drawn

Scale

A90.204

Staggered primary 300mm x 300mm Metal Frame

fa c

W

N

Metal framed glazed balustrade

Finalise CoOrdination pre-freeze Description

Description

Consistent secondary horizontal fin

24.11.21 1 Revision Date

B2 Cost Plan

Status

Project no.

Drawn

Scale

Operable sliding screens

SW

&

05.10.21 1 Revision Date

REPORT SW Elevation

Checker

TM

Sydney 43 Brisbane Street Surry Hills NSW 2010 Australia T 02 8354 5100 F 02 8354 5199 email syd@batessmart.com.au http://www.batessmart.com.au

Bates Smart Architects Pty Ltd ABN 68 094 740 986

Melbourne 1 Nicholson Street Melbourne VIC 3000 Australia T 03 8664 6200 F 03 8664 6300 email mel@batessmart.com.au http://www.batessmart.com.au

TM

Sydney 43 Brisbane Street Surry Hills NSW 2010 Australia T 02 8354 5100 F 02 8354 5199 email syd@batessmart.com.au http://www.batessmart.com.au

Bates Smart Architects Pty Ltd ABN 68 094 740 986

Melbourne 1 Nicholson Street Melbourne VIC 3000 Australia T 03 8664 6200 F 03 8664 6300 email mel@batessmart.com.au http://www.batessmart.com.au

Update - show slab spandrels

SW

c:\temp\SITE18_BS_ARCH_DA_R2020_CHGL.rvt

azed

c:\temp\SITE18_BS_ARCH_DA_R2020_CHGL.rvt

Site 18 Green Square

Green Square | Selected Works

Staggered Primary 300mm x 300mm Metal Frame

Colourback Glass

Vision Glass

Staggered Awning windows

Colourback Glass

PAUL STREET

BARKER STREET

A90 E Elevation 1 : 100

East Facade

Operable Sliding Screens

28

RAFT c:\temp\SITE18_BS_ARCH_DA_R2020_CHGL.rvt

esigned apartment sting or future local context, and repetitions of the 05.10.21 1 Revision Date

B2 Cost Plan

Description

Initial

Checked

xt

BARKER STREET

1

Primary Metal Frame

Vision and Spandrel Glass contrasts shading fins

SITE 18 GREEN SQUARE - DA DESIGN REPORT

Metal Framed Glazed Balustrade

BATES SMART

text

Consistent secondary horizontal fin

All drawings may not be reproduced or distributed without prior permission from the architect.

Do not scale drawings - refer to figured dimensions only. Any discrepancies shall immediately be referred to the architect for clarification.

Check all dimensions and site conditions prior to commencement of any work, the purchase or ordering of any materials, fittings, plant, services or equipment and the preparation of shop drawings and or the fabrication of any components.

1 : 100

s11991

Author

26/11/2021 12:57:19 PM

A90.204

Drawing no.

BIM

Project Status

Operable sliding screens

Plot Date

Status

Project no.

@ A1

Revision

1

Checked

Checker

TM

Sydney 43 Brisbane Street Surry Hills NSW 2010 Australia T 02 8354 5100 F 02 8354 5199 email syd@batessmart.com.au http://www.batessmart.com.au

Bates Smart Architects Pty Ltd ABN 68 094 740 986

Melbourne 1 Nicholson Street Melbourne VIC 3000 Australia T 03 8664 6200 F 03 8664 6300 email mel@batessmart.com.au http://www.batessmart.com.au

Paul Street

Drawn

Scale

Update - show slab spandrels East Facade

REPORT SW Elevation

Site 18 Green Square

Portfolio | marc gregory olanio

PAUL STREET

A90 SW Elevation

South - West Facade

DRAFT

Operable windows behind louvers

Upd slab

Metal framed glazed balustrade

Vision Glass

Colourback Glass

NEILSON PLAZA

1 : 100

1

Operable Primary louvers MetalMetal Frame A90 E Elevation 1 : 100

m that has good proportions lements, reflecting the od design uses a variety of

East Facade

Opera Vision and Slidins contrasts

SITE 18 GREEN SQUARE - DA DESIGN RE

Metal Framed Glazed Balustrade

Awning Windows

Operable Metal louvers

on ly

3950

B1 Mezzanine

Basement 1 3150

Unisex Bathrooms

Neilson Plaza

Retail 4000

3150

3150

2 Bed 3150

3150

3 Bed 3150

3150

2 Bed LEVEL 10 48.680 m

Retail Ebsworth Street

Residential Storage

Basement 2 Waste Rooms

3150

s4.55 Submission Issued for DA Response DA Issue DA Issue DA Issue Description

Staggered Awning windows LEVEL 09 45.530 m

E 30.11.21 D 05.10.17 C 31.03.17 B 13.03.17 A 27.06.16 Revision Date

3150

Initial

3150 LEVEL 12 54.980 m Checked

3150

LEVEL 14 61.280 m

Vision Glass

LEVEL 13 58.130 m

3150

Operable Sliding Screens

28

Colourback Glass

LEVEL 15 64.430 m

30/11/2021 5:32:12 PM

A08.001

Drawing no.

BIM

Plot Date

1 : 100

Project Status

s11991

Author

@ A1

LEVEL 18 73.880 m

Status

Revision

E

Checked

Checker

LEVEL 19 77.030 m

Project no.

3150

3410

Bates Smart Architects Pty Ltd ABN 68 094 740 986

TM

Sydney 43 Brisbane Street Surry Hills NSW 2010 Australia T 02 8354 5100 F 02 8354 5199 email syd@batessmart.com.au http://www.batessmart.com.au

4900

Boundary

Boundary

TM

Sydney 43 Brisbane Street Surry Hills NSW 2010 Australia T 02 8354 5100 F 02 8354 5199 email syd@batessmart.com.au http://www.batessmart.com.au

Bates Smart Architects Pty Ltd ABN 68 094 740 986

Melbourne 1 Nicholson Street Melbourne VIC 3000 Australia T 03 8664 6200 F 03 8664 6300 email mel@batessmart.com.au http://www.batessmart.com.au

Melbourne 1 Nicholson Street Melbourne VIC 3000 Australia T 03 8664 6200 F 03 8664 6300 email mel@batessmart.com.au http://www.batessmart.com.au

LEP 83.000 m

Drawn

3150

LEVEL 20 80.180 m

All drawings may not be reproduced or distributed without prior permission from the architect.

3150

Checker

Parapet 83.500 m

Do not scale drawings - refer to figured dimensions only. Any discrepancies shall immediately be referred to the architect for clarification.

LEVEL 17 70.730 m

LEVEL 16 67.580 m

Staggered Primary 300mm x 300mm Metal Frame Scale

3150

1

Revision

Checked

LEVEL 21 FFL 83.590 m

Check all dimensions and site conditions prior to commencement of any work, the purchase or ordering of any materials, fittings, plant, services or equipment and the preparation of shop drawings and or the fabrication of any components.

3150

A90.201

26/11/2021 12:54:41 PM

Project Status

@ A1

Lift Over run 88.490 m

Section AA

Site 18 Green Square

3150

2 Bed

3230

All drawings may not be reproduced or distributed without prior permission from the architect.

Drawing no.

BIM

Plot Date

Status

1 : 100

s11991

Author

4 Bed

2800

Lift Lobby

ly

1 Bed

on

es

BARKER STREET Lift Lobby

e

ad

Checked

2 Bed

ad

fa c

Initial

Do not scale drawings - refer to figured dimensions only. Any discrepancies shall immediately be referred to the architect for clarification.

Check all dimensions and site conditions prior to commencement of any work, the purchase or ordering of any materials, fittings, plant, services or equipment and the preparation of shop drawings and or the fabrication of any components.

REPORT E Elevation

Balcony

fa c

W

N

Finalise CoOrdination pre-freeze Description

Project no.

Drawn

Scale

3 Bed

SW

&

Section

SW

24.11.21 1 Revision Date

Site 18 Green Square

date - show b spandrels

c:\temp\SITE18_BS_ARCH_DA_R2020_MIW.rvt

EPORT c:\temp\SITE18_BS_ARCH_DA_R2020_CHGL.rvt

Spandrel Glass shading fins

Green Square | Selected Works

LEVEL 11 51.830 m

LEVEL 08 42.380 m

LEVEL 07 39.230 m

LEVEL 06 36.080 m

LEVEL 05 32.930 m

LEVEL 04 29.780 m

LEVEL 03 26.630 m

LEVEL 02 23.400 m

LEVEL 01 19.400 m

Fan Room LEVEL B1 Mezz 15.450 m

LEVEL B1 12.300 m

LEVEL B2 9.500 m

Portfolio | marc gregory olanio

AL SADD GOLD LINE STATION Location : Doha, Qatar Year : 2016-2018 Project Type : Transit Company : Arcadis Status : Completed Role / Involvement : Detailed Design

The Al Sadd Gold Line Metro Station is a key component of the Doha Metro, designed to embody the seamless fusion of Qatari heritage and modern urban transit. Architecturally, the station draws inspiration from traditional Islamic forms, including arches and geometric patterns, reinterpreted through a contemporary lens. The use of polished stone, reflective metals, and ambient lighting enhances the station’s aesthetic appeal while creating a welcoming atmosphere for passengers.

The spatial layout prioritizes intuitive navigation, ensuring smooth passenger flow and accessibility for all.

Arcadis played a crucial role in the development of the Al Sadd Station as part of their consultancy services for the Gold Line. The firm provided detailed architectural designs, branding strategies, and construction support to maintain quality and coherence throughout the project. Arcadis also coordinated MEP, structural, and landscape designs, collaborating closely with contractors to ensure the station’s seamless integration into Doha’s urban landscape. The result is a transportation hub that not only facilitates connectivity but also stands as a cultural and architectural landmark.

Al Sadd Gold Line Station | Selected Works

Key Plan:

Red Line

Green Line Blue Line

Gold Line

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following:

Portfolio | marc gregory olanio

SUBWAY 5 & 6

C:\Users\llmn1398\Documents\M006-GDB-ARC-MD2-YWST020-ZZ-80500_llmn1398.rvt

INTERMEDIATE LEVEL

4/28/2017 3:32:05 PM

ENTRANCE 2

0 100mm on Original

THE DRAWING AND ANY INFORMATION OR DESCRIPTIVE MATTER SET OUT HEREON IS LICENSED TO THE QATAR RAILWAYS COMPANY AND IS CONFIDENTIAL AND SUBJECT T

Al Sadd Gold Line Station | Selected Works Key Plan: ENTRANCE 3

Red Line

Green Line Blue Line

Gold Line

SUBWAY 3

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following:

CONSTRUCTION

MAINTENANCE/CLEANING

DECOMMISSIONING/DEMOLITION ENTRANCE 1

It is assumed that all works will be carried out by a competent contractor working, where appropriate, to an approved method statement Notes: Al Sadd Station EXTERNAL MODELS LINKED: M006-GDB-ARC-MD3-YWST020-ZZ-36460 REV 3.6 - Dated 27-02-2017

SUBWAY 1

M006-GDB-STR-MD3-YWST020-ZZ-36248 REV 7.1 - Dated 27-02-2017 ENTRANCE 5

M006-GDB-MEP-MD3-YWST020-ZZ-60001 REV 0.5 - Dated 05-02-2017

SUBWAY 2

TO COPYRIGHT. IT MUST NOT BE DISCLOSED, LOANED, COPIED OR USED FOR MANUFACTURING, TENDERING OR FOR ANY OTHER PURPOSE WITHOUT WRITTEN PERMISSION. © QATAR RAILWAYS COMPANY.

Reference Documents:

Scale:

AS NOTED

Drawing Revision History Rev 3 4 5

Description M3 For Tender M3 For Review M4 For Review - Title Changed

Purpose of Issue:

App. IST IST IST

Date 08/06/2016 01/09/2016 27/04/2017

ISSUED FOR REVIEW

Design Validation: SONO Reference: DVE Reference: Client

Date: M006-GDB-ENG-CER-00206

Date: 27/04/2017

Qatar Railways Company P.O. Box 29988 Doha - Qatar

Originator:

Contractor:

ALYSJ

Mott MacDonald

DVE

joint ve ntu re

PO Box 1854 Doha, State of Qatar Tel + 974 44245000 Fax + 974 44245001

PO Box 24375 Doha, State of Qatar Tel +974 44109400 Fax +974 44109500

Project:

Qatar Integrated Railway Project Doha Metro: Gold Line Underground M006

Discipline:

Architectural

Drawing Title:

Al Sadd Station 3D Massing Cover Sheet

YWST020 Al Sadd Station M4 Submission

Originator:

Contractor:

Drawn

LLA

25/04/2017

Checked

GSE

26/04/2017

Approved

IST

27/04/2017

Scale:

As Noted

Checked Approved

Sheet Size:

Drawing No:

M006-GDB-ARC-DWG-YWST020-ZZ-65101

A1 Rev:

5

Portfolio | marc gregory olanio

8 NE

ON , UA E CIVIC

AN INTERCHANGE 4 LEVEL X-T YPE LOCATED ON THR ‘C’ RING ROAD MAINLY TO THE NORTH

2016

OF ITS JUNC TION WITH AL SADD STREET. THIS STATION FORMS AN INTERCHANGE WITH THE

M LO D

TION.

CADIS

PROPOSED FUTURE BLUE LINE. AL SADD STATION HAS 5 ENTRANCE STRUC TURES FOR CONNEC TED VIA SUBWAY.PLANNING TO BUILDING REGULATION STAGE

Al Sadd Gold Line Station | Selected Works

Section

Section

Portfolio | marc gregory olanio

Key Plan:

N 392,153.550 m E 229,143.868 m

18

N 392,176.732 m E 229,208.375 m

19

9050

see dwg nr CL-6 5253

N 392,152.250 m E 229,142.056 m

42399

6400

1

59 254

10

6575

S06 S05

8874

M13

S07 32 74

0

N 392,152.006 m E 229,143.744 m

S05

FFL: -7.400 SSL: -7.550

M08

M08

M08

32

35 0

N 392,143.499 m E 229,198.600 m

N 392,145.315 m E 229,203.008 m

TACTILE WARNING STUD

973

M13

2 14

3687

Up to S1 & 2

2192

2116 6166

1900

1421

1238

1422

7880

1899

2010

4050

In addition to the haza types of work detaile

Commercial Facilities

S05

S06

CONSTRUCTION

FFL: -7.400 SSL: -7.413

0 2915

8

108 1917

Up to S1 & 2

2061

4050

M13

1600

S06

2450 107 1905

3652

1889

3950

1700

0 13

993

142

S06

1393

Lift L17 & L18

SAFETY, HEALT IN

M08

1600 50 1600

N 392,140.847 m E 229,171.693 m

Retail Area

1

66480

S07

N 392,145.280 m E 229,182.457 m

FP

S06

Gold Line

TACTILE GUIDE PATH

S06

24 59 5

S07 24415

K

21 17899

2450

S06

21389

Green Line

9050

23

S06

25440

QIBLA

N 392,172.798 m E 229,209.851 m

20

305 75

N 392,153.550 m E 229,143.868 m

20 83 1

17

N

N 392,153.550 m E 229,143.868 m

TACTILE WARNING STUD

1808

MAINTENANCE/C 1818

DECOMMISSION

AP

Lift L07 & L08

1002

It is assumed that all w contractor working, whe

7062 14000

Notes:

5028

S05

3291 1644

7860

1650

S06

Dn to Blue Line

22500

Accessible Void

3272

Al Sadd Station

GSS

EXTERNAL MODELS LINKED

M006-GDB-ARC-MD3-YWST0 REV 3.6 - Dated 27-02-2017

3807

1644

S06

M006-GDB-STR-MD3-YWST0 REV 7.1 - Dated 27-02-2017

M08

M006-GDB-MEP-MD3-YWST0 REV 0.5 - Dated 05-02-2017

S05

Dn to Blue Line

Zone 3 Corridor

M08

L

LEGEND 8500

Terrazzo, light color S05 Terrazzo, medium color S06

Tactile guide path, material M13

S05

M

S07

Area leading to the Blue Line Platform will be closed by Lead Designer.

C:\Users\csmn2245\Documents\M006-GDB-ARC-MD2-YWST020-ZZ-80500_csmn2245.rvt

Reference Documents:

Terrazzo, dark color S07

S06

Tactile warning strips, material M13 (escalator, stairs landings) Tactile dome, material M13 (change of direction)

S07

AP

M08

FP

M08

Attractor Point Focal Point

0

Scale:

1

SCALE 1:1 Drawing Revision History Rev 3 4 5

Description M3 For Tender M3 For Review M4 For Review - Title C

Purpose of Issue:

ISSUE

Design Validation: SONO Reference: DVE Reference: Client

M006-GD

Qatar Railways P.O. Box 29988 Doha - Qatar S06

M08 Originator:

M08 S05

PO Box 1854 Doha, State Tel + 974 44245000 Fax + 974 4

Project:

Qatar Integ

Doha Metro

1950

Discipline: Drawing Title:

24500 28400

A

Concour

1950

4/28/2017 4:42:41 PM

Originator:

1

65254 0

Concourse Floor Finishes Plan 4 of 4 SCALE

1 : 100

Drawn

MMA

Checked

GSE

Approved

IST

Scale:

25

26

27

1:100

Drawing No:

Part of Concourse Floor Finishes 100mm on Original

THE DRAWING AND ANY INFORMATION OR DESCRIPTIVE MATTER SET OUT HEREON IS LICENSED TO THE QATAR RAILWAYS COMPANY AND IS CONFIDENTIAL AND SUBJECT TO COPYRIGHT. IT MUST NOT BE DISCLOSED, LOANED, COPIED OR USED FOR MANUFACTURING, TENDERING OR FOR ANY OTHER PURPOSE WITHOUT WRITTEN PERMISSION. © QATAR RAILWAYS COMPANY.

M006-GDB-ARC-DW

Al Sadd Gold Line Station | Selected Works

Key Plan:

N QIBLA

19

20 21

9050 1401

1399

17899

1400

1401

1401

1400

P.33.g

A12

T3

P.33.g

2425

P.33.g

P.33.g T3

2313

TV-P.3

T3 M007

Lift L17 & L18

M010 P.33.g

P.3

P.3

P.3

T3

T.C.02 M009

P.33.g

P.33.g

P.33.g

P.3

Lift L07 &L 08

P.3

P.33.g T3

T3

P.3

2425

A01

A06

P.33.g

T.C.02

Zone 3 corridor

P.33.g

T3

Not part of scope

T.C.02

P.33.g

P.33.g

P.33.g

T3

T.C.03M P.33.g

T3 P.33.g

P.33.g

T.C.02

T3

P.33.g

P.C.01

P.3

T3

T.C.03 P.33.g

P.33.g

P.3

P.33.g

T3

P.C.01

Reference Documents:

T3

P.33.g

T.C.03M

P.33.g T.C.02

P.33.g

P.33.g

T.C.02 P.33.g

P.3

7292

P.33.g

T.C.03 P.33.g

P.33.g

T.C.02 P.33.g

P.3

T3

T.C.03

P.33.g

P.C.01

T.C.03 T3

P.33.g

P.3

M024 P.33.g

T.C.02 P.33.g

P.33.g

T.C.03M

P.C.01

T3

T.C.03

P.3

P.33.g

P.3

T3

T.C.02

2425

P.C.01

P.33.g

M022

T3

P.33.g

P.33.g T.C.02

13670

2425

P.33.g

T.C.02 P.33.g

P.33.g T3

2676

P.C.01

P.3

P.33.g

8693

5121

T.C.03M

T.C.03 T.C.02

P.33.g

P.33.g T.C.01

P.33.g

Description M3 For Tender M3 For Review M4 For Review

ISSUE

Design Validation: SONO Reference: DVE Reference: Client

P.C.01

P.3

1

SCALE 1:1 Drawing Revision History Rev 3 4 5

Purpose of Issue:

Blue Line

P.33.g

T.C.03

0

Scale:

TV-P.33

2425

7250

P.33.g T3

P.33.g

P.33.g

M024

T3

P.33.g

T.C.02

2552

P.33.g

C:\Users\acmn1522\Documents\M006-GDB-ARC-MD2-YWST020-ZZ-80500_acmn1522.rvt

M006-GDB-STR-MD3-YWST0 REV 7.1 - Dated 27-02-2017

M006-GDB-MEP-MD3-YWST0 REV 0.5 - Dated 05-02-2017

L21

T.C.03 P.33.g

P.33.g

P.3

P.33.g

9570

T3

P.33.g

Al Sadd Station

M006-GDB-ARC-MD3-YWST0 REV 3.6 - Dated 27-02-2017

T.C.03M

T3

Notes:

EXTERNAL MODELS LINKED

P.33.g

P.C.01

DECOMMISSION

It is assumed that all w contractor working, whe

GSS

P.33.g

MAINTENANCE/C

T.C.02

P.33.g

P.33.g

M009

P.C.01

2425

P.33.g

P.33.g

T.C.03M

4276

T.C.01

TV-P.3

+ 4.200 FCL FLAT CEILING

T.C.02 T3

T.C.02

2425

P.33.g

P.33.g

T3

T.C.02

2425

T.C.02 P.33.g

T.C.02

P.33.g

P.33.g

2425

T.C.01 TV-P.3

2425

2425 14000 1848 1853

P.33.g

P.3

In addition to the haza types of work detaile

CONSTRUCTION

T3 P.33.g

P.C.01

P.33.g

T3 P.3

TV-P.33

22500

P.33.g

T.C.03

P.33.g

T3 P.33.g

TV-P.11

2425

P.33.g T.C.01 TV-P.3

Commercial Facilities

T3

T.C.03M

P.3

P.33.g

8500

T.C.02 P.33.g

TV-P.3

P.33.g

P.33.g

T.C.02

M

P.33.g T3 P.33.g

P.33.g

P.33.g

P.3

P.33.g

T.C.03

L

P.33.g

T.C.02

T3

P.C.01

P.33.g

P.33.g T.C.01

P.33.g T3

T3 P.33.g T3

TV-P.11

P.3

2425

2425

P.3 T.C.02 P.33.g T.C.03M

P.33.g

P.33.g

T.C.02

P.33.g

T3 P.33.g

P.33.g

P.33.g

T.C.02

TV-P.11

P.33.g

P.33.g

P.33.g

P.33.g

Gold Line

SAFETY, HEALT IN

2425

Retail Area

P.33.g

Dimensions Ceilin g Panels

2425

2425

TV-P.13

P.33.g T3

T.C.02

M008

P.C.01

1400

T3

P.33.g

T3

P.33.g

1399

T3

P.33.g

T.C.02

K

P.33.g

PS.33

T3

P.33.g

P.33.g T3

P.33.g

T3

1401

A06

T3

P.33.g

T3

P.33.g

P.3

T3

2425

2425

+4.200 FCL T3 P.3

3995

1400

2430

1398

15

CL-65704

ls

6400

2425

see drawing nr.

Green Line

42399

Dimensions Ceiling Pane

18 9050

2297

17

M006-GD

Qatar Railways P.O. Box 29988 Doha - Qatar

Originator:

P.3

PO Box 1854 Doha, State Tel + 974 44245000 Fax + 974 4

TV-P.3

Project:

Qatar Integ

Doha Metro

Discipline:

7202

Drawing Title:

2351

4/28/2017 6:00:04 PM

1

65705

A

5689 24500

Concourse Ceiling Finishes Plan 4 of 4 SCALE

Concours

7797

1 : 100

Originator: Drawn

JTA

Checked

GSE

Approved

IST

Scale:

25

26

27

1:100

Drawing No:

0

Part of Concourse CeilingPlan 100mm on Original

THE DRAWING AND ANY INFORMATION OR DESCRIPTIVE MATTER SET OUT HEREON IS LICENSED TO THE QATAR RAILWAYS COMPANY AND IS CONFIDENTIAL AND SUBJECT TO COPYRIGHT. IT MUST NOT BE DISCLOSED, LOANED, COPIED OR USED FOR MANUFACTURING, TENDERING OR FOR ANY OTHER PURPOSE WITHOUT WRITTEN PERMISSION. © QATAR RAILWAYS COMPANY.

M006-GDB-ARC-DW

Portfolio | marc gregory olanio

Key Plan:

Green Line

code: P.3

code: P.33

code: P.C.01

code: P.3.PL

code: P.33.PL

code: P.PL.01

2256

2256

992

1556

1556

642

626

30°

574

287

292

1014

287

292 60°

60°

585

code: P.W2.06C

700

329

403

30°

30°

700

A06

A06

A06

1401

A06

60° A12

code: P.W2.08C

code: P.W2.09C

code: P.W2.10C

code: P.W2.11C

code: P.W2.11P

364 84 413

30°

53.8°

1017

314 547

1187

120 °

1557

188 541 690

537 521

1001

1058

1551

387

1418

112

code: P.W2.21C

1242

A06

A06

A06

1045

1046

A06

1420

1420

code: P.W2.27C

code: P.W2.28C

1822

1009

° 30

964

970

584

MAINTENANCE/C

DECOMMISSION

It is assumed that all w contractor working, whe Notes: Al Sadd Station

EXTERNAL MODELS LINKED

M006-GDB-ARC-MD3-YWST0 REV 3.6 - Dated 27-02-2017

M006-GDB-STR-MD3-YWST0 REV 7.1 - Dated 27-02-2017

M006-GDB-MEP-MD3-YWST0 REV 0.5 - Dated 05-02-2017

Reference Documents:

Scale:

Drawing Revision History Rev 1

Description M4 For Review

ISSUE

SONO Reference: DVE Reference: Client

M006-GD

P.O. Box 29988 Doha - Qatar

1067 467 463

987

60°

987

426 505

86.72°

220 485 557

1026

° .28 155

A06

1232

A06

436 592

CONSTRUCTION

PO Box 1854 Doha, State Tel + 974 44245000 Fax + 974 4

60°

259

1018

10 15

801 5 101

SAFET ENVIRONM

In addition to the haza types of work detaile

Qatar Railways

810 452

° 30

820

10 17

3

1134

30 °

17 10 0°

Gold Line

Originator:

1537

1242

Count 148 64 88 40 395 318 45 100 2 6 2 1 2 1 1 1 1 2 2 2 1 4 2 1 2 2 1 1 13 5 4 1 4 2 2 1 1 2 3 1 1 1 4 10 8

Design Validation:

61 576 649

754

356

314

1242

778

A06

code: P.W2.26C 836 308

code: P.W2.25C

604 500

7 101

10 17

A12

917

468

1133

116 368 562 576 361 108

A06

408

277

1° 60.0

1188

5 75

code: P.W2.24C

7 101

1211

270 335 335 270

60.0 1°

code: P.W2.23C

A12

7 101

199

75 5

233

66.47°

468

1062

° 30

277

A06

825

377

A06

637 448 18

A06

292

A06

778

A.01 A.02 P.3 P.3.PL P.33 P.33.PL P.C.01 P.PL.01 P.PL.02 P.W2.01C P.W2.01P P.W2.02C P.W2.03C P.W2.04C P.W2.05C P.W2.06C P.W2.07C P.W2.08C P.W2.09C P.W2.10C P.W2.11C P.W2.11P P.W2.12C P.W2.13C P.W2.14C P.W2.15C P.W2.16C P.W2.17C P.W2.18C P.W2.19C P.W2.20C P.W2.22C P.W2.22P P.W2.23C P.W2.24C P.W2.25C P.W2.26C P.W2.27C P.W2.28C P.W2.29C P.W2.30C P.W2.31C P.W2.33P PS.33 PS.PL.33

Purpose of Issue:

60°

60°

646 A06

354

288

108

60°

577

30°

1380

1384

30°

2760

2768

1140

1556

289

1380

1384 1213

1791

1140

578

1255

2034

476

1255

2747

30 °

16 2

1372 1375

31.2 7°

629

30°

617

1134

30°

° 30

935

1049

1014

625 509

code: P.W2.20C

144

620

377

10 17

° 90

A06

829

A06

code: P.W2.19C

967

113

7 101

60°

161

° 30

756

76

1055

7 101

108

30°

1295

code: P.W2.22P

1619

7 101

1242

76

A06

623

° .53 34

60°

code: P.W2.22C

A06

60°

1017

code: P.W2.18C

1295

17 10

1140

A12

° 30

code: P.W2.17C

1017

60°

A06

903

825

30°

1620

1621

117

° 120

code: P.W2.16C

117

117

378

17 10

A06

A06

985

871 881

117

60°

1133 60°

117

60°

° 120

code: P.W2.15C

7 101

A06

1171

117

7 11

A06

code: P.W2.14C

710

7 11

30°

60°

110

361

193

492 492 30°

2 11

671 60°

code: P.W2.13C

788

814

A06

code: P.W2.12C

420 717 420

code: P.W2.07C

1686

A06

1135

292

1014

code: P.W2.05C

722

° .06 30

671

722

1445

30°

778

60°

223

119 .94 °

181

30°

804

464

30°

2743

804

448 A06

778

A06

code: P.W2.04C

30°

30°

0 115

313 30°

A06

387

313

A06

30°

1607

60°

1270

1014

code: P.W2.03C 417

11 50

202

30°

60° 11 4

code: P.W2.02C

1050

1270

489 489

979

60°

1128

A06

778

570

code: P.W2.01P

778

60°

1128

1128

A06

404

code: P.W2.01C

code: P.PL.02

A06

30°

1128

A08

494 494

101 4

1014

60°

988

1014

494

30°

1097

A06

A08

A06

4 11

113 0

30°

113 0

30°

1097

4 11

40

40

230

230

Type Mark

60°

20 565 565

Petal Schedule

698

code: A.02

11 4

code: A.01

Project:

Qatar Integ

Doha Metro

Discipline:

A06

1002

1074

Drawing Title:

A

259

P

4/28/2017 10:36:26 AM

Originator:

0

Drawn

EBR

25

Checked

GSE

26

Approved

ST

27

Scale:

As Note

Drawing No:

Petal Schedule

100mm on Original

M006-GDB-ARC-DW THE DRAWING AND ANY INFORMATION OR DESCRIPTIVE MATTER SET OUT HEREON IS LICENSED TO THE QATAR RAILWAYS COMPANY AND IS CONFIDENTIAL AND SUBJECT TO COPYRIGHT. IT MUST NOT BE DISCLOSED, LOANED, COPIED OR USED FOR MANUFACTURING, TENDERING OR FOR ANY OTHER PURPOSE WITHOUT WRITTEN PERMISSION. © QATAR RAILWAYS COMPANY.

Al Sadd Gold Line Station | Selected Works

Key Plan:

13 24 79 6 64 79 04 7 79 6 79 8 80 0 10 93

Level 1 : 100

YCSTNNN-CL-65707

CL

1 -

Original Vaults Count Mirrored Vaults Count

GU-B-X-04200-05

Level

Detail Reference

1 : 100

YCSTNNN-CL-65707

A06

A06

M22

A06

A06

6 24

89.02°

655 2

99 7

51.1 7°

1642

12

Detail Reference

1 : 100

12 29

152 .45°

12 23 12 20

30 08

5495

GU-S-A-04200-01

Level

Detail Reference

1 : 100

YCSTNNN-ZZ-65722; YCSTNNN-ZZ-65723

PL

2 -

Original Vaults Count Mirrored Vaults Count A01

A06

L21

A13

M22

8450

800

76 28

2.05°

300 171

Doha Me

4209 5150

Drawing Title:

170

66.72°

A03

Qatar Int

Discipline:

Conc

300

A01

0° 45.0

° .67 30

2.05°

A06

28 76

0° 60.0

2185 135.00 °

5439

30 .67 °

PO Box 1854 Doha, St Tel + 974 44245000 Fax + 9

Project:

A03

3314

L03 A06

6.87°

79 25

125.

17°

A03

22.61°

P.O. Box 29988 Doha - Qatar

Originator:

L21

94 .83 °

22.61°

M006-

Qatar Railwa

M22

A06

38.3 5°

° 36.00° .74 28

A06

CL

2 -

64 7 7

111.89°

YCSTNNN-CL-65698

Original Vaults Count Mirrored Vaults Count

90 0

0 90

83.60°

90 0

62 08

L03

Level

21 30

36 .40 °

ISSU

SONO Reference: DVE Reference: Client

M22 A01

0° 50.0

A06 L03

1 14 223 52 9

99 1 30 90

82.46°

2043

28.41 °

49.7 7°

33 4 0

900

52.01°

11 62

GU-C-A-04200-05

66.72°

A06

6530

30 10

1079 108 0 108 1 108 3 108 4 107 8 10170

23.08 ° 20 19

73 .95 ° 85

104 .01°

8 35 3

CL

A06

26 49

Description M4 For Review

Purpose of Issue:

M22

Design Validation:

0 90

27 .54 °

M22 A06

28 12

59

27 89

Scale:

Drawing Revision History Rev 1

A06

3 A06

18.8 0°

A06 S04

7 647

107.99°

0 90

67.80°

A01

Reference Documents:

6.87°

95.38°

1 : 100

YCSTNNN-CL-65698

68.11°

91 55

Detail Reference

40.39°

7298

A06

Level

70

63

A06

74 .51 °

A06

GU-C-A-04200-04 Original Vaults Count Mirrored Vaults Count

9° 16.7

57.77°

11 .74 °

30 10

98 1028 9 8 98 7

09 2

43 11 45 11

23 2 10

48

11 50 11 18

41

11

51

1 -

0 90

69.05°

1 : 100

YCSTNNN-CL-65698

CL

Original Vaults Count Mirrored Vaults Count

34

4/28/2017 1:22:28 PM

10869

10 30

Detail Reference

A06

M22

5° 77.4

645 7

94 83

43 .10 °

7

Level

26.09°

35.60° 46

10 1.2 3° 1169

900

17 .28 ° A06

67.31°

16 .66 °

A06

GU-C-A-04200-03

24° 111.

° .90 15

15.49°

13.4 4°

6° 31.1

A06

° .62 24

46.05°

A06 900

A06

1 A06

44 .52 ° 18.67°

7° 18.7

M006-GDB-MEP-MD3-YW REV 0.5 - Dated 05-02-20

43.29°

5 18

1 : 100

YCSTNNN-CL-65698

Original Vaults Count Mirrored Vaults Count

2464

136.05°

M006-GDB-ARC-MD3-YW REV 3.6 - Dated 27-02-20

M006-GDB-STR-MD3-YW REV 7.1 - Dated 27-02-20

128.10°

Detail Reference

CL

A01

46.29°

3

Level

L03

A06

4 12

GU-C-A-04200-02

900

96 59

L03

66

° .19 33

S04

M22

S04

6° 53.7

° .05 29 2 5

31.84°

A06

A06 68

10 30

3

A01 M22

A06

8

4 12

1 -

EXTERNAL MODELS LIN

8386

3

1 : 100

Original Vaults Count Mirrored Vaults Count

Al Sadd Station

A06

3

4 12 6 45 07 12 11

Detail Reference

CL

6

8

Level

4

1 13

8

4 12

GU-C-A-04200-01

2 13

0

1 13

0

A06

6 13

5 12

1

M22

46

30 10

98 66

M22

A01 M22

7

11 19

621

YCSTNNN-CL-65698

4 17

S04

754

3 13

1

78

34.39°

753

100.82°

73.14°

752

9 84

85 41 23 .72 °

26.29°

6613

94° 101.

° .47 43

752

2 22

0 7453

° 123.71

752

3 13

0 84

43

11

9 83

47.6 1°

1 30

0

A06

12 41

32 15

0 84

14 90 2

M22

It is assumed that a contractor working, w Notes:

7° 42.0

0 84

° .97 24

1 30

752

0

58.17°

° .15 40.93° 41

1476

6 12

5 75

23.92 °

S04

10 05

° 37.57

A06

M22

CL

1 -

8

° .14 28

M22

7 87

A01

5 84

A06

Level 1 : 100

YCSTNNN-CL-65707

Original Vaults Count Mirrored Vaults Count

A01

9

M22

GU-B-X-04200-06 Detail Reference

S04 M22

1 16

S04

CL

1 -

Original Vaults Count Mirrored Vaults Count S04

M22 A01

23 .16 °

32.45°

GU-B-X-04200-04 Detail Reference

42 16

CL

1 -

12 08

Level 1 : 100

YCSTNNN-CL-65707

Original Vaults Count Mirrored Vaults Count

12 02

GU-B-X-04200-03 Detail Reference

DECOMMISSIO

A06 A06

98 8

A06

M22

56.9 3°

135.

83° 2188

A01

28 .41 °

37.57°

1944

M22

4

A06

A01

A01

31 95

30 10

44.1 2°

22 1

0

68.02° 3295

1196

60 .17 ° 1110

A06

A06

MAINTENANCE

M22

5 17

M22

A06

S04

In addition to the ha types of work deta

CONSTRUCTIO 69.31°

S04

Gold Line

SAFETY, HEA

0

55 10

1109

4

58.76°

1

8964

8 13

M22

24 .89 °

25

M22

1108

1

S04

A01 A06

A01

10

1108

M22

S04

M22

7° 25.8

112.88°

0

8 13

S04

A06

50.71°

1112

1 25

0° 35.3

7

.68° 137

Green Line

1 25

4478

8

4

0 12

M22

7 13

24 3°1 60.8

2 58

4

12

45.0 5°

91 75 58 83 5 15 58 537

A06

1472

12 4

CL

1 -

64.80°

59 1

A06

S04

0

58 7

S04

9

YCSTNNN-CL-65707

14 94

53 7

Level 1 : 100

1 25

58 3

M22

GU-B-X-04200-02 Detail Reference

Original Vaults Count Mirrored Vaults Count

10 04 1

5

41 95

M22

58 2

A01

102.2 5°

823

9 10

16 59

58 2

86

9 623 824 824

824

0 143

A06

50 4 6

7 13

94 62

M22

M22

4

° .28 80 30 .99°

6

22 10

S04

CL

1 -

7 13

A06

Level 1 : 100

YCSTNNN-CL-65707

Original Vaults Count Mirrored Vaults Count

5

° 127.81

8° 51.9

82 .81 °

0

° 45.07

GU-B-X-04200-01 Detail Reference

46.36°

60.8 1°

59 1

59 7 59 59 85 7 5 9

A06

12 1

2° 44.1

38.7 2°

A01 M22

68.01°

58 5

A06

37.19°

13 60

A06

95 41

4773

PL

1 -

6 22

0

0

1 22

Level 1 : 100

YCSTNNN-PL-65707

Original Vaults Count Mirrored Vaults Count

62 94

9° 80.9

30 .28 °

2° 38.7

76 13

45 16

6 87 59 59 596 99 15 59

A06

1 22

5 58

A01 M22

GU-B-I-04200-06 Detail Reference

76.03°

A06

37.19°

M22

14.37°

S04

PL

2 -

24 .39 °

Level 1 : 100

YCSTNNN-PL-65707

Original Vaults Count Mirrored Vaults Count

35 .60 °

GU-B-I-04200-04 Detail Reference

Originator:

A06

L21

A13

M22

M22

L21

Drawn

PBO

Checked

GSE

Approved

IST

Scale:

As No

Drawing No:

M006-GDB-ARC-

0

Vault Schedule

100mm on Original

THE DRAWING AND ANY INFORMATION OR DESCRIPTIVE MATTER SET OUT HEREON IS LICENSED TO THE QATAR RAILWAYS COMPANY AND IS CONFIDENTIAL AND SUBJECT TO COPYRIGHT. IT MUST NOT BE DISCLOSED, LOANED, COPIED OR USED FOR MANUFACTURING, TENDERING OR FOR ANY OTHER PURPOSE WITHOUT WRITTEN PERMISSION. © QATAR RAILWAYS COMPANY.

Portfolio | marc gregory olanio

Al Sadd Gold Line Station | Selected Works

Portfolio | marc gregory olanio

BELONG - CSC STUDENT DESIGN COMPETITION ENTRY Location : Calgary, Alberta Year : 2024 Project Type : Office - Residential Conversion Competition : CSC Design Competition Status : Completed

The CSC Ignite Student Design Competition challenges students to develop innovative, practical design solutions for real-world architectural problems. In 2024, our team was proud to secure Second Place and the People’s Choice Award for our design concept, which focused on converting two underutilized office towers (Towers 839 and 840) in downtown Calgary into affordable, sustainable student housing.

Our design approach preserved the buildings’ exterior precast walls, maintaining the structure’s architectural integrity while focusing on creating vibrant, functional spaces tailored to student needs. The main floor was reimagined as a lively street market and social hub, featuring communal areas, vendor spaces, and interactive student workspaces. Residential floors, from the second to the eighth, were designed to accommodate fully furnished suites that included in-suite washers and dryers, optimizing space for comfort and functionality.

The project addressed Calgary’s pressing housing affordability crisis, offering an accessible living solution for students while also contributing to the revitalization of the downtown core.

CSC Design Competition Entry | Selected Works

Portfolio | marc gregory olanio

CSC Design Competition Entry | Selected Works

Portfolio | marc gregory olanio

CAPITOL HILL Location : Calgary, Alberta Year : 2024 Project Type : Residential School : Southern Alberta Institute of Technology Status : Completed Instructors : Bill Stang | Lisa Der-Jameson

This bungalow project, designed for a young family with two children, is a thoughtfully crafted single-story residence emphasizing privacy, natural light, and functionality. Built primarily with timber, the home incorporates essential living spaces along with a dedicated office to accommodate the owners’ hybrid work lifestyle. Recognizing the importance of privacy, the design features small perimeter windows while strategically including a courtyard that floods the interior with natural light without compromising seclusion.

To enhance the sense of space within the compact layout, the house is equipped with clerestory windows and high ceilings, allowing light to penetrate deeply into the living areas while creating an airy and open atmosphere. The courtyard, complemented by timber louvers, serves as both a light well and a private outdoor retreat, reinforcing the theme of privacy while maintaining a connection to nature. The project reflects a balance of practicality and elegance, designed to meet the dynamic needs of a growing family.

Capitol Hill | Selected Works

Portfolio | marc gregory olanio

1

3

3

2

35' - 3 19/32" 17' - 7 13/32" 5' - 9"

17' - 8 5/32"

11' - 10 13/32" 1 A5.00

3 A5.00

1 A4.00

2

8' - 10 3/32" W1

A

03

4 1

D10

P1

1' - 6"

01

C1 CLG HT 0' - 0"

02

136.98 SF

P1

P1

2 A5.02

C1 CLG HT 0' - 0"

DINING AREA

D07

DN

D08A

27.87 SF

62.7 SF

P1

D08B

W4

POWDER RM.

P1

D01

14' - 0"

23.01 SF

02

KITCHENDINING AREA P1 COURTYARD

W3

100.66 SF

W1

W3

P1

W6

F3

01

1 A5.02

2 A4.00

1

A2.01

T.O. FOUNDATION -1' - 0 5/8"

7' - 3 1/16"

F3

7' - 1 3/4"

2' - 9"

7' - 0 5/32"

0' - 8"

11' - 1 19/32"

0' - 3"

W3 5' - 8 29/32"

T.O. LEVEL 1 FLOOR 0' - 0"

9' - 1"

DW

D

T.O OF WALL 8' - 1"

8' - 1"

6' - 11 3/4"

FRIDGE

F2

1' - 0 5/8"

7' - 3 1/32"

F1

2 A6.00

02

LAUNDRY RM.

FOYER

1 A6.00

W1

MASTER BEDROOM

1' - 1 9/16"

W2

1' - 6 1/2"

WASHER

1 A6.01

3 A6.00

DRYER

9' - 10 7/8"

LIVING AREA 208.76 SF

02

C'

T.O ROOF 23' - 3 7/16"

D09

173.89 SF

2 A5.00

2' - 3 3/4"

12' - 1 7/16"

02

COURTYARD

MAIN FLOOR PLAN

B.O. FOOTING -11' - 0 5/8"

2 A5.02

1/4" = 1'-0"

T.O. LEVEL 0 FLOOR -10' - 1 5/8" T.O. FOOTING -10' - 4 5/8"

Ground Floor Plan

C'

C

B'

B

A

3' - 0" 1' - 6"

2' - 0" 3' - 0"

1

3

2

2

3 A4.00

5 3

2 8:1

5 C1 CLG HT 0' - 0"

4 2 6

7 F1

LIVING AREA

8

F2

6' - 6"

W2

5 3

D

57.02 SF

COURTYARD

0' - 8"

C'

OFFICE

P1

3/16" = 1'-0"

6' - 6"

C W2

02

D06

1' - 4 3/4"

B'

D03D

15' - 2 7/16"

8 A6.01

1' - 10 3/4"

P1 P1

W5

North Elevation NORTH ELEVATION

1

A4.00

0' - 6"

33.92 SF

4 A5.00

C

P1

T&B

4 A4.00

03

3' - 0" 1' - 6"

P1

17' - 8 1/8"

163.97 SF

D03C

7' - 7 19/32"

112.78 SF

MASTER BEDROOM

P1

8

1' - 0 5/8"

GUEST ROOM

33.92 SF

P1

15' - 3 5/32"

B

61' - 6 15/16"

B'

P2

W/IN CLO.

19' - 1 5/8"

7' - 7 19/32"

D03A D03B

W3

5' - 4 29/32"

D05

5' - 4 1/2"

43.34 SF

1' - 0"

B

TOILET & BATH

P1

9' - 4 13/32"

01

D11

4' - 11 1/16"

P1

7

12' - 11 3/16"

P1 D02

6

4' - 10 1/4"

7' - 9 9/16"

D04

7' - 1 21/32"

4 A6.00

4' - 5 7/8"

02

C:\Users\marcg\OneDrive - Southern Alberta Institute of Technology\Documents\Semester Project\4. Construction Documents\4.1 Drawings\ARCH203JA_MARC OLANIO_A BUNGALOW_0325.rvt

DECK

PRINTED/EXPORTED ON: 2024-04-22 2:15:34 PM

W1

17' - 0 7/16"

W1

190.99 SF

299.06 SF

W3

12' - 4 5/8"

5

KID'S BEDROOM

DECK

F3

2

A4.00

SOUTH ELEVATION 3/16" = 1'-0"

2

A5.00

SECTION THRU-B 3/16" = 1'-0"

Section - A 1

2

T.O ROOF 23' - 3 7/16"

C1 CLG HT 0' - 0"

2 8:1

15' - 2 7/16"

HRU-A

2

C1 CLG HT 0' - 0"

C1 CLG HT 0' - 0" T.O OF WALL

C1 CLG HT 0' - 0"

25' - 4 1/1

1

0' - 6"

T.O. LEVEL 1 FLOOR 0' - 0" T.O. FOUNDATION -1' - 0 5/8"

1' - 0"

0' - 8" 0' - 6 5/8"

-1' - 0 5/8"

F NO O R T F EDU OR C

T.O. FOUNDATION

1' - 0"

SEALS

8' - 1"

6' - 6"

2' - 0"

Capitol Hill | Selected Works

3' - 0"

6' - 6" 0' - 6"

6' - 6" 0' - 6"

7

0' - 6"

T.O. LEVEL 1 FLOOR 0' - 0"

6' - 6"

8

0' - 8" 0' - 2"

1' - 0 5/8"

8' - 1"

2

T.O OF WALL 8' - 1"

1' - 0 5/8"

17' - 8 1/8"

25' - 4 1/1

6 T.O OF WALL 8' - 1"

3

A4.00

EAST ELEVATION 3/16" = 1'-0"

NOTICE DO NOT SCALE DRAW

VERIFY DIMENSIONS, TO THE COMMENCEM

3 1

DA

B C

C'

B'

B'

C B

C'

REPORT DISCREPANC CONSULTANT IMMED

AD

DRAWING ISSUE PROJECT NO. TEAM DESC Marc Gregory Ol 1 80% PROGRESS 2 100% PROGRES

3

15' - 2 7/16"

CLIENT

ETHAN MAXWE

OF WALL T.O OFT.O WALL 8' - 1" 8' - 1"

8' - 1" 1' - 0 5/8" 8' - 1"

1' - 0 5/8" 1' - 0"

A4.00

4

A4.00

1

1308 19th AV NW SEALS Plan 3150P, Lots 3 & PROJECT NUMBER

T.O. LEVEL 1 FLOOR T.O. LEVEL 1 FLOOR 0' - 0" 0' - 0" T.O. FOUNDATION T.O. FOUNDATION -1' - 0 5/8" -1' - 0 5/8"

KEYPLAN

F NO O R T F EDU O R CA

9' - 3"

25' - 4 1/16"

PROPOSED BUN HILL

1' - 0"

3' - 0"

0' - 6"

0' - 6"

7

0' - 6"

8

6' - 6"

2' - 0"

6' - 6"

6' - 6"

6' - 6"

11

7

0' - 8" 0' - 6 5/8" 0' - 8" 0' - 6 5/8"

T.O.FOUNDATION FOUNDATION T.O. 5/8" -1'-1'- 0- 05/8"

9' - 7 1/8" 25' - 4 1/16"

17' - 4"

17' - 8 1/8"

0' - 8" 0' - 2" 0' - 8" 0' - 2"

T.O.LEVEL LEVEL1 1FLOOR FLOOR T.O. - 0" 0'0'- 0"

8

0' - 6"

25' - 4 1/16"

2

PROJECT

1 1 2

8' - 1"

25' - 4 1/16" 9' - 3"

T.OOFOFWALL WALL T.O - 1" 8'8'- 1"

1' - 0 5/8"

1' - 0 5/8" 8' - 1"

6

6

West Elevation 3 EAST ELEVATION

3

T.O ROOF T.O ROOF - 3 7/16" 23' - 3 23' 7/16"

4

1' - 0"

1' - 0"

5' - 11 7/16"

5' - 11 7/16"

4

5' - 7 11/32"

T.OROOF ROOF T.O 23'- 3- 37/16" 7/16" 23'

SHEET NAME

ELEVATION

MATERIAL LEGEND

3/16" = 1'-0"

WEST ELEVATION 3/16" = 1'-0"

AA

BB

B'B'

1 CHARCOAL METAL BOARD AND BATTEN PANEL 2 WHITE NIVEO BRICK 3 WHITE METAL BOARD AND BATTEN PANEL 4 BLACK CLASSIC RIB METAL PANEL C' FASCIA 5 6" PREFINISHED ALUMINUMC'

CC

NOTICE DO NOT SCALE DRAWIN

6 PREFINISHED ALUMINUM GUTTER 7 WOOD DECKING 8 CONCRETE FINISH 9 MAPLE WOOD SIDING D D 10 NOHARA WOODSPEC LOUVERS

VERIFY DIMENSIONS, D TO THE COMMENCEME SHEET NUMBER

A

REPORT DISCREPANCIE CONSULTANT IMMEDIA

5 3

3

-11' - 0 5/8"

15' - 2 7/16"

23' - 3 7/16"

4

A4.00

1

15' - 2 7/16"

3/16" = 1'-0"

SECTION THRU-A

Section - B A5.00

3/16" = 1'-0"

D

C'

C

B'

B

1 CHARCOAL METAL BOARD AND BATTEN PANEL 2 WHITE NIVEO BRICK 3 WHITE METAL BOARD AND BATTEN PANEL 4 BLACK CLASSIC RIB METAL PANEL 5 6" PREFINISHED ALUMINUM FASCIA

8' - 1" 1' - 0 5/8"

0' - 8" 0' - 2"

1' - 0 5/8" 8' - 1" 1' - 0"

MATERIAL LEGEND

WEST ELEVATION

PROJECT NUMBER 00 T.O. LEVEL 1 FLOOR T.O. LEVEL 1 FLOOR KEYPLAN 0' - 0" 0' - 0" T.O. FOUNDATION T.O. FOUNDATION -1' - 0 5/8" -1' - 0 5/8"

T.O. LEVEL 0 FLOOR -10' - 1 5/8" T.O. FOOTING SHEET NAME -10' - 4 5/8"

0' - 3"

F3

F3

2 A5.02 PREFINISHED ALUMINUM GUTTER

A

DRAWING ISSUE NO. DESCRIPTION 1 80% PROGRESS SET 2 100% PROGRESS SET

ETHAN MAXWELL REYNOLDS

B.O. FOOTING -11' - 0 5/8"

6 7 WOOD DECKING 8 CONCRETE FINISH 9 MAPLE WOOD SIDING 10 NOHARA WOODSPEC LOUVERS

ELEVATION

SHEET NUMBER

T.O ROOF 23' - 3 7/16"

DATE 2024-04-10 2024-04-24

C1 CLG HT 0' - 0"

1308 19th AV NW

Plan 3150P, Lots 3 & 4,

REPORT DISCREPANCIES OR OMISSIONS TO THE CONSULTANT IMMEDIATELY.

CLIENT

T.O OF WALL

DINING AREA

SEALS

VERIFY DIMENSIONS, DATUMS AND LEVELS PRIOR TO THE COMMENCEMENT OF WORK.

T.O ROOF

F2

COURTYARD

7

NOTICE DO NOT SCALE DRAWINGS.

3

F1

15' - 2 7/16"

B.O. FOOTING

T.O OF WALL T.O OF WALL 8' - 1" 8' - 1"

0' - 8"

9' - 1" 0' - 8"

0' - 3"

T.O. LEVEL 0 FLOOR -10' - 1 5/8" T.O. FOOTING -10' - 4 5/8"

8

MASTER BEDROOM

DECK

0' - 8" 0' - 6 5/8"

-1' - 0 5/8"

F2

F NO O R T F EDU O R CA C O T IO N S NA TR L UC US T IO E N

0' T.O. - 0" FOUNDATION -1' - 0 5/8"

ogy\Documents\Semester Project\4. Construction Documents\4.1 Drawings\ARCH203JA_MARC OLANIO_A BUNGALOW_0325.rvt

19' - 1 5/8"

1' - 0 5/8"

11

T.O. FOUNDATION

PROPOSED BUNG HILL

9' - 1"

1

T.O. LEVEL 1 FLOOR 0' - 0" T.O. LEVEL 1 FLOOR

PROJECT

25' - 4 1/16"

2

ETHAN MAXWEL

14' - 0"

17' - 4"

T.O OF WALL 8' - 1"

8' - 1"

T.O OF WALL 8' - 1"

C1 CLG HT 0' - 0"

9' - 7 1/8"

C1 CLG HT 0' - 0"

6

25' - 4 1/16" 6' - 6" 0' - 6"

1' - 0 5/8" 8' - 1" 1' - 0"

CLIENT

01

1' - 6"

15' - 2 7/16"

15' - 2 7/16"

Marc Gregory Olanio

F2

T.O ROOF T.O ROOF23' - 3 7/16" 23' - 3 7/16"

5' - 7 11/32"

PROJECT TEAM

4

19' - 1 5/8"

T.O ROOF T.O ROOF 23' - 3 7/16" 23' - 3 7/16"

DRAWING ISSUE NO. DESCRI 1 80% PROGRESS SE 2 100% PROGRESS S

C1 CLG HT 0' - 0" T.O OF WALL

A

Portfolio | marc gregory olanio

3

METAL ROOFING

INSULATION STOP PREFINISHED ALUMINUM SOFFIT WITH 'J' CHANNEL

PROJECT TEAM

Marc Gregory Olanio

6" PREFINISHED ALUMINUM FASCIA ON 2X6 ROUGH FASCIA

GUTTER

T.O OF WALL 8' - 1"

T.O OF WALL 8' - 1"

00 T.O. LEVEL 1 FLOOR 0' - 0"

5

A6.00

WALL BLOW-UP SECTION DETAIL - TOP 1 1/2" = 1'-0"

T.O. FOUNDATION -1' - 0 5/8" GRADE

1 1/8" X 11 7/8" OSB RIM JOIST

NOTICE DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS, DATUMS AND LEVELS PRIOR TO THE COMMENCEMENT OF WORK.

T.O. LEVEL 1 FLOOR 0' - 0"

REPORT DISCREPANCIES OR OMISSIONS TO THE CONSULTANT IMMEDIATELY. 2X4 LADDER SILL

T.O. FOUNDATION -1' - 0 5/8"

DRAWING ISSUE NO. DESCRIPTION 1 80% PROGRESS SET 2 100% PROGRESS SET

DATE 2024-04-10 2024-04-24

CLIENT

T.O. LEVEL 0 FLOOR -10' - 1 5/8"

ETHAN MAXWELL REYNOLDS

GRADE

T.O. FOOTING -10' - 4 5/8"

PROJECT

B.O. FOOTING -11' - 0 5/8"

PROPOSED BUNGALOW AT CAPITOL HILL

6

A6.00

WALL BLOW-UP SECTION DETAIL -TOP

1/2" GYPSUM BD 6MM POLY A/V. B. 2X6 STUD @ 24" O.C. BATT INSULATION 1" AIR SPACE 8" CONCRETE FOUNDATION WALL W/ DAMPPROOFING BELOW GRADE PARGING ABOVE

1 1/2" = 1'-0"

CONCRETE STRIP FTG 24 3 REBAR" X 8" W/ 3 REBAR

1308 19th AV NW Plan 3150P, Lots 3 & 4, Block 17 PROJECT NUMBER 000926257 KEYPLAN

6" GRAVEL COVER OVER WEEPING TILE 4"⌀ WEEEPING TILE

T.O. LEVEL 0 FLOOR -10' - 1 5/8" T.O. FOOTING -10' - 4 5/8"

0' - 8"

0' - 8"

SEALS

F NO O R T F EDU O R CA C O T IO N S NA TR L UC US T IO E N

1/2 " GYPSUM BD. 6MM POLY A/V.B. 2X6 STUD @ 24" O.C. BATT INSULATION 3/8" SHEATING AIR BARRIER CHARCOAL BOARD AND BATTEN METAL SIDING

8 6.00

SHEET NAME

DETAILS

B.O. FOOTING -11' - 0 5/8"

2' - 0"

7

A6.00

Details

WALL BLOW-UP SECTION DETAIL -BOTTOM 1 1/2" = 1'-0"

SHEET NUMBER

A6.00

Capitol Hill | Selected Works

Portfolio | marc gregory olanio

HILLHURST Location : Calgary, Alberta Year : 2024 Project Type : Mixed-Use Building School : Southern Alberta Institute of Technology Status : Completed Instructors : Marc Bussiere | Chris Lavallee

For my second semester project, I designed a three-storey mixed-use building in a CN-1 zoned area, with two commercial units on the ground floor and eight studio-type residential units on the upper floors. The design specifically caters to students, especially international students, due to the building’s proximity to local universities and colleges.

The building’s aesthetic features perforated metal panels as a focal point, offering a modern look while allowing natural light and ventilation. Timber is used throughout to create a warm and sustainable atmosphere, balancing contemporary design with eco-friendly materials.

This project allowed me to gain valuable experience in integrating building codes, producing technical drawings, and addressing different design phases. From initial concepts to detailed renderings, I developed my skills in architectural design, spatial planning, and technical documentation, ensuring the final design meets both functional and aesthetic needs.

Hillhurst | Selected Works

Portfolio | marc gregory olanio

Location Map

Basic Volume: The building’s fundamental massing creates a harmonious integration with its site. This design emphasizes volumetric configuration and spatial relationships, enhancing the surrounding context.

Axis / Conncection The site is located along 19th Street, just a few minutes’ walk from the Kensington Avenue. Recognizing Kensington Avenue as a busy street infuences the design considerations of the project.

Sun Path / Wind Direction / Noise The site is facing west where the sun sets and needs to considered in providing design elements as west facing buildings tend to get hotter during summer months.

Site: 210 19 ST NW CN-1 41.11 m x 13.72 m

Hillhurst | Selected Works

Massing and Programming

Portfolio | marc gregory olanio 2

1

2

A5.001

3

4

52' - 9 29/32" 3' - 5 5/8"

N

45' - 4 1/4"

3' - 5 5/8" 0' - 3 1/8"

18' - 2 5/8"

4' - 0 1/16"

8' - 7 1/4"

18' - 0 1/8"

0' - 3 1/8"4' - 0 1/16"

1 A4.002 0' - 7 5/8"

1 0' - 7 5/8"

A6.001

A

4' - 1 3/4" W2

104

UP

8' - 10 1/32"

3 A6.002

W9

2 A6.100

W8

1 A4.001

103

ENTRY

EXIT

W2

5' - 10 5/16"

0' - 6 1/2"

W3 W3

WASHROOM

106

W9

W8

ELECTRICAL ROOM

W5

109

W8

W5

112

5' - 5 5/16"

12' - 10 9/16"

3

4

11' - 11 1/16"

A6.002

COMMERCIAL B

W1

2' - 6 3/16"

12' - 4 5/16"

18' - 11 9/32"

1 A2.005

A6.001

110

0' - 7 5/8"

0' - 7 5/8"

W1-A

D

2 A4.002 3' - 5 5/8"

0' - 3 1/8"

18' - 2 5/8"

8' - 7 1/4"

3' - 5 5/8"

44' - 6 3/32"

W4

EXIT

0' - 6 1/2"

W3

W7

3' - 3 3/4"

UP

4

W8

108

W8

6' - 7 1/2"

102

101

BOILER

W2

0' - 6 1/2"

W3

2' - 4 13/32"

W7

WASHROOM

4' - 1"

W8

W5

2' - 5 15/16"

W9

W9

3' - 6 7/8" 0' - 3 5/8"

0' - 6 1/2"

5' - 4 7/8" 3' - 4 1/2"

W2

ENTRY

5' - 4 7/8"

A6.002

111

W8

A6.001

C

1

6' - 0 7/32" W5

W8

2 A4.001

6' - 7 1/2"

5' - 2 1/16"

2

3' - 3"

44' - 6 3/32"

6' - 4 13/16"

A2.005

B

1

8' - 5 1/8"

COMMERCIAL A

105

A5.002

11' - 7 1/2"

3' - 3 3/4"

5' - 9 3/8"

18' - 11 9/32"

12' - 4 5/16"

18' - 11 9/32"

2

18' - 11 9/32"

107

W1

A6.001

2' - 4 3/16"

W1-A

18' - 0 1/8"

0' - 3 1/8"

4' - 0 1/32"

45' - 4 1/4"

4' - 0 1/32"

52' - 9 7/8"

Ground Floor Plan 1

1

MAIN FLOOR PLAN

2

2

1/4" = 1'-0"

3

4

A5.001 52' - 9 29/32"

0' - 4 3/4"

N

3' - 4"

18' - 2 5/8"

0' - 8 3/8"

3' - 5"

3' - 4 1/2"

1' - 1 3/8"

21' - 6 5/8"

0' - 8 11/16"

1 A4.002 0' - 7 5/8"

1 0' - 7 5/8"

0' - 5 7/8"

W9 W10

TOILET & BATH

208 W9

TOILET & BATH

4' - 7 3/4"

212

W9

CLO

CLO

W2

215

203

204

BALCONY 217

W2

W6 W12

DN

W7

201

W7

HALLWAY

EXIT 4

UP

A6.001

W3

W3

EXIT

202

W6

1 A4.001

W12

1' - 5"

2 A4.001

3

205

CLO

206

CLO

W9

221

W2

11' - 11 13/32"

219

W2

BALCONY

W9

214 W9

TOILET & BATH

W10

W10

209

TOILET & BATH

W9

9' - 3 5/32"

A6.002

BALCONY

210

3

4

9' - 3 13/16"

20 3' - 10 15/16"

W9

7' - 0 13/16"

4' - 2 5/8"

4' - 4 5/8"

W9

W8

6' - 10 13/16"

9' - 0 5/16"

W8

4' - 5 1/2"

20

W9

220

A6.002

W8

STUIDO UNIT 204

W1

222

W8

0' - 7 5/8"

W1-A

2 A4.002

3' - 4"

18' - 2 5/8"

1' - 0 7/8"3' - 4 1/2"

3' - 4 1/2"0' - 9 3/8"

52' - 9 7/8"

Typical Second and Third Floor Plan 1

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

18' - 0 1/8"

3' - 6 1/2"

0' - 8 21/32"

9' - 7 5/32"

5' - 3 7/16"

4' - 5 1/2"

W6

STUIO UNIT 203

8' - 11 17/32"

W9

W8 W8

0' - 4 3/4"

9' - 7 5/32"

W8

W9

0' - 7 5/8"

9' - 9 31/32"

W9 W10

A6.002

W8

9' - 4 1/32"

3' - 6"

4' - 1 3/16" 5' - 3 13/16"

9' - 5 1/32" 6' - 5 3/4"

44' - 6 3/32"

A6.100

A6.001

D

W9

1

STUDIO UNIT 202

213 3' - 10 3/8"

9' - 2 3/16"

C

2' - 6 3/8" 1' - 5" 2' - 6 3/8"

1 A5.002

3

5' - 3 13/16"

B

207

211

BALCONY

20

W6

STUDIO UNIT 201

W8

W8

W9

6' - 8 5/8"

W8

A6.001

W1

W9

44' - 6 3/32"

9' - 1 17/32"

2

218

8' - 11 17/32"

216

11' - 11 13/32"

3' - 10 15/16"

9' - 7 5/32"

W1-A

W8

20 5' - 0 19/32"

A

A6.001

Hillhurst | Selected Works

N 41.11 m

4

E A

N

5

A

3

1 9

B

2

C

---

1

5.40 m

COMMERCIAL ENTRY

COMMERCIAL ENTRY

T

K

---

-

S

L 13.72 m

2.50 m

ENTRY

RESIDENTIAL ENTRY

RESIDENTIAL ENTRY

13.72 m

R

PROPOSED DEVELOPMENT

REAR SETBACK

7.16 m

COMMERCIAL ENTRY

COMMERCIAL ENTRY

FRONT SETBACK

W N E

E

T

N E I G H B O U R

PROPOSED DRIVE AISLE

E X I S T I N G

EXISITING LIGHT POST

PROPOSED BIKE RACK

PROPOSED BIKE RACK E X I S T I N G

PROPOSED GARBAGE DISPOSAL

N E I G H B O U R

EXISTING UTILITY POLE

3.00 m

12.45 m

1.50 m

6.00 m

3.00 m

SITE PLAN 1 Site Plan 1 : 100

KEY PLAN

LEGEND

SITE INFORMATION MUNICIPAL ADDRESS: 210 19 ST NW

A

ZONING: CN-1

B

C

CURB

LOT SIZE: 41.11 m x 13.72 m

16

ENTRY

NUMBER OF PARKING: 5

PROPERTY LINE

1' - 6 1/2"

T.O. PARAPET 32' - 6" T.O. ROOF 30' - 11 1/2"

UTILITY POST

PROPERTY LINE

PROPERTY LINE

BIKE STALLS: 2

15

No.

BUILDING LINE

D

SITE NO: 8

LIGHT POST

14 10' - 3 1/2"

RESIDENTIAL AREA: 3584 SQ. FT

11

COMMERCIAL AREA: 1,785 SQ. FT. 32' - 6"

No.

CORRIDOR AREA: 233.04 SQ. FT.

9' - 4"

10

Description

STAIRS AREA: 451 SQ. FT.

9 8

2

Project number Date

7

1

Date MIX HILLHURST

SITE PL

SECOND FLOOR 11' - 4"

DENSITY

11' - 4"

Drawn by Checked by

A1

NUMBER OF EXISTING AND PROPOSED UNITS. DENSITY IN UNITS PER HECTARE MAIN FLOOR 0' - 0"

2

Front Elevation

Scale

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

HILLHURST MIXED-USE BUILDING

EXTERIOR ELEVATIONS 1

2

3

4

Project number

000926257

Date

04-102024

A4.001 (1)

Drawn by

Author

Checked by

Checker

3

4

A6.002

A6.001

T.O. PARAPET 32' - 6"

1/4" = 1'-0"

Scale

R1

T.O. ROOF 30' - 11 1/2"

10' - 3 1/2"

W3

W3

W7

EXIT

HALLWAY

F4

W7

EXIT

F3

F4

THIRD FLOOR 20' - 8"

32' - 6"

W6

W7

EXIT

W3

HALLWAY

EXIT W7

F4

F2

F4

SECOND FLOOR 11' - 4" W7

W7

11' - 4"

W4

No.

Description

Date

W3 W3

ENTRY

W3

EXIT

COMMERCIAL B

EXIT

ENTRY

F1

4' - 0"

MAIN FLOOR 0' - 0"

T.O. FOOTING -4' - 0"

Section -A

HILLHURST MIXED-USE BUILDING

1

BUILDING SECTION - EAST WEST 1/4" = 1'-0"

BUILDING SECTION Project number

000926257

Date

04-102024

Drawn by

Author

Checked by

Checker

A5.002

Scale

1/4" = 1'-0"

2024-08-11 8:41:30 PM

3

TOTAL LOT AREA: 6,071 SQ. FT.

1' - 6 1/2"

4

12

9' - 4"

5

GROSS FLOOR AREA (GFA)

THIRD FLOOR 20' - 8"

19TH

6

STREET

NW

13

Portfolio | marc gregory olanio

A

A

1

1

FLASHING XXX CONCRETE MASONRY UNIT

R1

FLASHING w/ SEALANT

A8.001

R1

T.O. PARAPET 32' - 6"

W8

4

1 A8.001

9 A8.001

EPDM MEMBRANE 1/2" ROOF PROTECTIVE BOARD 9-1/2" SLOPED RIGID INSULATION

T.O. ROOF 30' - 11 1/2"

2x6 WOOD STUD FRAMING w/ 5-1/2" MINERAL FIBER BATT INSULATION ROOF SELF-ADHERED MEMBRANE 1" PLYWOOD SHEATHING

W8

BOND BEAM ANCHOR AND BOLT

W1-A

ADJACENT BUILDING

LAMINATED VENEER LUMBER

STUDIO UNIT 301

2LB CLOSE CELL SPRAY FOAM INSULATION

301

307 SF

BALCONY

14" TJI JOISTS

STUDIO UNIT 301

301

307 SF

GYPSUM BOARD 2

1

A8.001

CMU - PARAPET DETAIL 5 1 1/2" = 1'-0"

A8.001

F3

THIRD FLOOR 20' - 8"

4

F3

WALL 8 - PARAPE 1 1/2" = 1'-0"

A CONCRETE MASONRY UNIT 2x6 WOOD STUD FRAMING w/ 5-1/2" MINERAL FIBER BATT INSULATION PLYWOOD SHEATHING

ADJACENT BUILDING

W8

STUDIO UNIT 201

STUDIO UNIT 201 201

201

308 SF

308 SF W1-A

BALCONY

ANCHOR AND BOLT LAMINATED VENEER LUMBER

ADJACENT BUILDING

14" TJI JOISTS F2

WATER BARRIER 6 A8.001

F2

VAPOUR BARRIER 2LB CLOSE CELL SPRAY FOAM INSULATION

GYPSUM BOARD

SECOND FLOOR 11' - 4"

BOND BEAM

W1

W1-A

2

CMU - FLOOR DETAIL

5

1 1/2" = 1'-0"

A COMMERCIAL A 101

693 SF

693 SF

W11 W11 A8.001

MAIN FLOOR 0' - 0"

2x6 WOOD STUD FRAMING w/ 5-1/2" MINERAL FIBER BATT INSULATION

METAL FLASHING 7 A8.001

F1

CONCRETE MASONRY UNIT

VAPOUR BARRIER

F1

3

1 1/2" = 1'-0"

1

COMMERCIAL A 101

WALL 8 - FLOOR

DAMPROOFING 6" CONCRETE FLOOR 6" RIGID INSULATION

ADJACENT BUILDING

COMPACTED GRAVEL

T.O. FOOTING -4' - 0"

Wall Section

1

WALL SECTION A 1/2" = 1'-0"

3

CMU - MAIN FLOOR DETAIL WALL SECTION B 1 1/2" = 1'-0" 2 1/2" = 1'-0"

Details

7

WALL 8 - MAIN FL WALL SECTIO 13 1/2" = 1'-0" 1/2" = 1'-0"

Hillhurst | Selected Works

Portfolio | marc gregory olanio

CORNERSTONE Location : Calgary, Alberta Year : 2024 Project Type : Commercial Building School : Southern Alberta Institute of Technology Status : Completed Instructors : William Thompson | Lisa Der-Jameson

The proposed two-story commercial building is designed as a base building, including core and shell conditions with finished public spaces such as a lobby, corridors, and washrooms, but excluding tenant-specific interior improvements. The exterior will feature modern materials like curtain walls, full bed masonry veneer, lightweight rainscreen cladding, and perforated metal panels for durability and visual appeal. The project’s modest scale ensures the completion of a comprehensive set of working drawings, simulating real-world professional design scenarios.

This non-combustible structure will have a concrete substructure and a steel superstructure, incorporating a stair and elevator system for accessibility. Site-specific considerations, including a survey file and geotechnical conditions, will inform the design. The project will integrate structural, mechanical, and electrical systems based on examples from similar developments, fostering a realistic coordination experience with professional consultants.

The project targets a commercial real estate developer, with ground-floor retail spaces and second-floor office spaces. Located in a CCOR-2 zoned area in Montgomery, the design aligns with zoning policies promoting sustainable, mixed-use development. By integrating

Cornerstone | Selected Works

Portfolio | marc gregory olanio Municipal Address : 5012 16 Ave NW Site Area : 2076.664 sqm Land Use Designation : C-COR 2 Floor Area Ratio : 3 Building Height : 16 meters Setback & Right-of-ways : 3 meters This site analysis highlights key factors such as accessibility, sun exposure, and circulation. The building sits at the intersection of 16th Avenue NW and Home Road NW, offering high visibility and easy access. The blue arrows indicate the flow of traffic and pedestrian routes around the site. The orange arrow represents the sun path, showing optimal southern exposure for natural light throughout the day, especially beneficial for the building’s retail and office spaces. The site’s orientation maximizes daylight, while surrounding buildings suggest a balance between visibility and integration into the urban fabric.

Cornerstone | Selected Works

BUILDABLE AREA BUILDABLE AREA BUILDABLE AREA

Massing Studies

Building Area

BUILDABLEBUILDABLE AREA AREA BUILDABLE AREA

MASSING CONSIDERATIONS MASSING CONSIDERATIONS MASSING CONSIDERATIONS

DIVISION OF USE DIVISION OF USE DIVISION OF USE

The strategic location and site geometry influencelocation the The considerationsThe for massing the building's form, The ground spaces, with offices on The strategic and site geometry influence themassing reflects reflects considerations for the building's form,floor is planned for retailThe The strategic location and site geometry influence the The massing reflects considerations for the building's form, ground floor is planned foroffices retail spaces, with o The ground floor is planned for retail spaces, with on design approach, ensuring efficient design use of space whileensuring efficient use of space while scale, and footprint, ensuring the design maximizes site the second functional goals with the project's function andthe footprint, thesite design maximizes site floor, aligning with the project's design approach, ensuring approach, efficient use of space while scale, and footprint,scale, ensuring designensuring maximizes the second floor, aligning the second floor, aligning with the project's functional goals adhering to zoning and setback regulations. efficiency while maintaining appropriate setbacks. in Calgary. adhering to zoning and setback regulations. efficiency while maintaining appropriate setbacks. adhering to zoning and setback regulations. efficiency while maintaining appropriate setbacks. in Calgary. in Calgary.

Massing Considerations

MASSING CONSIDERATIONS MASSING CONSIDERATIONS MASSING CONSIDERATIONS

PUSH AND PULL PUSH AND PULL AND PULL DIVISION OF DIVISION USE OF USE DIVISIONPUSH OF USE Division of Use Push and Pull

Building Access

BUILDING ACCESS BUILDING ACCESS BUILDING ACCESS

VISUAL CONNECTION VISUAL CONNECTION VISUAL CONNECTION Visual Connection

PUSH AND PUSH PULL AND PULL PUSH AND PULL

BUILDING ACCESS BUILDING ACCESS BUILDING ACCESS

VISUAL CONNECTION VISUAL CONNECTION VISUAL CONNECTION

O L A N I O G R E G O R Y M A R C

BUILDING MASSING

O L A N I O G R E G O R Y M A R C

BUILDING MASSING

O L A N I O G R E G O R Y M A R C

BUILDING MASSING

The retail spaces on the ground floor have been pushed Portion of the massing has been recessed to A block from the office space have been tilted potentially spaces on thebeen ground floor have been pushed The retail spaces onThe theretail ground floor have pushed rategic location The strategic and sitelocation geometry Theand strategic influence site geometry location the influence and site geometry the influenceThe the massing reflects The massing considerations reflects The for considerations massing the building's reflects forform, the considerations building's form, for the building's form, floorThe Portion of emphasize therecessed massing has been recessed to emphasize A block from thebeen officetilted space have been tilted po Portion of the massing has been to emphasize A block from the office space have potentially The ground is planned ground floor for retail isThe planned spaces, ground with floor retail offices isspaces, planned on with for the offices retail spaces, onwhile with on inward whilefor the office spaces on second floor areoffices set spaces theset building's entry points, creating the a more defined andpoints, creating a more defined and allowing for outdoor terraces or visual relief. inward inward while the office spaces onthe theoffice second floor on arethe setsecond floor are approach, design ensuring approach, efficient ensuring design use ofapproach, space efficient while use ensuring of space efficient while use of space while scale, and footprint, scale,ensuring and footprint, the design scale, ensuring and maximizes the footprint, design siteensuring maximizes the site design maximizes site floor,the building's entry terraces or visual relie the building's entry points, creating a more defined and allowing for outdoorallowing terracesfor or outdoor visual relief. the second aligning secondwith floor, thealigning project's the second with functional the floor, project's aligning goalsfunctional with project's goals functional goals and street engagement. back to increase visibility and the street engagement. inviting access into the structure. inviting access into the structure. back to increase visibility back to increase visibility and street engagement. dhering to zoning adhering and setback to zoning regulations. adhering and setback to zoning regulations. and setback regulations. efficiency while efficiency maintaining while appropriate maintaining efficiency setbacks. appropriate while maintaining setbacks. appropriate setbacks. inviting access into the structure. in Calgary. in Calgary. in Calgary.

ail spaces The onretail the ground spacesfloor on The the have retail ground been spaces floor pushed on have the been ground pushed floor have been pushed Portion of the massing Portion has of the been massing recessed Portion hasofbeen tothe emphasize massing recessedhas to emphasize been recessed to emphasize A block from theAoffice block space from the have office Abeen block space tilted from have potentially thebeen officetilted space potentially have been tilted potentially while theinward office while spaces theonoffice the inward second spaces whilefloor on the the are office second setspaces flooron are the setsecond floor arethe setbuilding's entry the building's points, creating entrythe points, a more building's creating defined entry aand more points, defined creating anda more defined and allowing for outdoor allowing terraces for outdoor or visual allowing terraces relief.fororoutdoor visual relief. terraces or visual relief. k to increaseback visibility to increase and street visibility back engagement. toand increase street visibility engagement. and street engagement. inviting access into inviting the access structure. intoinviting the structure. access into the structure.

Programming

PROJECT NORTH

PROJECT NORTH

Portfolio | marc gregory olanio

H O M E

H O M E

EXISTING FIRE HYDRANT

EL. 1 045.2 m

ENTRY

TWO STOREY COMMERCIAL BUILDING

1%

GROSS FLOOR AREA: 1433.76 m2 SITE AREA: 2076.66m2 MAIN FLOOR GEODETIC: 1065.0 m UP

GROSS FLOOR AREA: 1433.76 m2

E W

N

W

IN MA RE

U

E V A

9" '3 49 9° 7 m .2 72

EL. 1 045.0 m

T

H

1

m m

Y TR EN

0.3

EL. 1 045.0 m m 10

31

H

SEE DET.7/DP-1.04

T

CATCH BASIN

0.3

m

m LE 7.2 AIS IVE DR

E

TO

RY AIN GA EM AL OR GC IN KT T L S A I W EX IDE YS AR LG A GC TIN XIS

9" '3 49 m 9° 31 2.27 7

%

2.9

m

SEE DET. 4/DP-1.04

SEE DET.7/DP-1.04

1.2

EXTENT OF BUILDING SITE EXTENT OF BUILDING SITE

%

m 2.9

11

CATCH BASIN

LIGHT POLES (TYP.) .2 m LE 7 AIS IVE DR

K AL EW SID

SEE DET.2/DP-1.04

EXISTING STREET EL. 1 045.0 m LIGHT

N

2. 2

0.6

(TYP.) ASPHALT PAVED PARKING LOT

m LE 7.2 AIS IV1E% DR

1%

ASPHALT PAVED m LOT PARKING 1 2.6 P TY % 1.3 LIGHT POLES

1.9%

m m 10

SEE DET. 3/DP-1.04

CLASS 2 BICYLE PARKING STALL

N

2%

0.6 1

1.5 m

m 2.6 P TY

BARRIER-FREE SEE DET. 4/DP-1.04 RAMP

2%

1.5 m

CROSS WALK

11

CK

E

BARRIER-FREE RAMP

SEE DET. 6/DP-1.04

SEE DET. 3/DP-1.04

m LE 7.2 AIS IVE DR

0.6 m

EL. 1 045.0 m

FR

BA

U

CRU A ENTRY

1.1 m

6

0.6 m

SEE DET. 5/DP-1.04

PRIMARY ENTRY FOR OFFICESEE DET. 6/DP-1.04

EL. 1 045.0 m

m 3.0 CRU D ENTRY

T SE

6

SEE DET.7/DP-1.04

E FLOOR LIN SECOND CLASS 2 BICYLE PARKING STALL SEE DET.2/DP-1.04 E FLOOR LIN SECOND

TY ON

D AR

EXISTING STREET LIGHT

V

1.1 m

CATCH BASIN

CRU C ENTRY

FR

CK

A

CRU A ENTRY

CRU D ENTRY

A TB SE

N

PRIMARY ENTRY FOR OFFICE

m 3.0 CRU C ENTRY

D AR TY ON

N STRIA PEDE LK ITNG A EXIS ROSS W C

E

SITE AREA: 2076.66m2 MAIN FLOOR GEODETIC: 1065.0 m UP

11%.3% 1.2%

WATER FEATURE

WATER FEATURE

TWO STOREY COMMERCIAL BUILDING

N

1

0.7 m 0.7 m

3.0m FRONT YARD SETBACK

"

0.9 m

' 01 ° 23

EL. 1 045.0 m

" ' 01 ° 23 6m 14.7

3.3 m

RIA EXISTING DEST G PE K STOP SIGN EXISITN SS WAL CRO

250

CRU B ENTRY

SEE DET. 5/DP-1.04

0.9 m

EL. 1 045.2 m 3.0m FRONT YARD SETBACK

6m

50.27 m

SECONDARY ENTRY FOR OFFICE

CATCH BASIN 1.1% SEE DET.7/DP-1.04

CROSS WALK

EL. 1 045.0 m

14.7

3.3 m

1%

1.1%

50.27 m

EXISTING STOP SIGN

250

2 DP1.03

EL. 1 045.2 m

179° 52' 58"

CRU B ENTRY

3m

2 A1.02

N W

EXISTING CALGARY SIDEWALK TO REMAIN

SEE DET. 1/DP-1.04

SHARED GARBAGE COLLECTION SEE DET.1% 1/DP-1.04

R O A D

EXISTING BUS STOP

SECONDARY ENTRY FOR OFFICE

EL. 1 045.2 m

SHARED GARBAGE COLLECTION

N W

EXISTING CALGARY SIDEWALK TO REMAIN EXISTING BUS 179° 52' 58" STOP

3m

ENTRY

LOADING ONLY NO PARKING LOADING ONLY NO PARKING

EXISTING FIRE HYDRANT

R O A D

Y TR EN

EL. 1 045.0 m

NOTE: ALL ITEMS ARE PROPOSED UNLESS OTHERWISE INDICATED

SITE PLAN - CD

1

A1.02 SCALE 1 : 200 Site Plan

1 DP1.03

SITE PLAN

SCALE 1 : 200

2 A1.02

2

SITE SECTION - CD SCALE 1 : 200

SITE SECTION

SiteSCALE Section 1 : 200

DP1.03

NOTE: ALL ITEMS ARE PROPOSED UNLESS OTHERWISE INDICATED

Cornerstone | Selected Works 1

2

3

4

5

6

7

39 280 6 510

8 490

4 000

11 100

3 792

135

LAND USE BYLAW NOTES (CCOR-2 ZONING):

LAND USE BYLAW NOTES (CCOR-2 ZONING):

1 2. PERMITTED USES: COMMERCIAL-RETAIL UNITS (CRUS), OFFICE SPACES, FOOD A7.03 SERVICES.

3. MAXIMUM FLOOR AREA RATIO: 2.0 1. LAND USE DISTRICT:ACCOR-2 (COMMERCIAL – CORRIDOR 2 DISTRICT)

FRONT: 3.0M

LANDSCAPE NOTES:

101

1 A3.02

D'

W5

1 A4.05

104

6 686

103

1. SOFT LANDSCAPING:

• LANDSCAPED AREAS INCLUDE SHRUBS AND TREES AROUND THE PERIMETER AND WITHIN 1. SOFT LANDSCAPING: PARKING AREAS.

Main Floor Plan

3 A4.05

W6

510 2 238

W3

1 A4.04

77

19 500

2 A3.01

11 395 3 275

15 000

LANDSCAPE • INCORPORATIONNOTES: OF DROUGHT-RESISTANT NATIVE SPECIES TO MINIMIZE WATER USAGE.

C'

W7

W4

105

W2

1 A4.03

B'

563

4 000

G

SETBACKS

5 A7.03

SEALS

4 A7.03

7.2 METERS

COMMERCIAL RETAIL UNIT 104

IP01

106.1

101

FRONT: 3.0M 6 CLASS 2 BICYCLE STALLS

1 A6.01

COMMERCIAL RETAIL UNIT 103

ENTRY VESTIBULE 105

CS02 IF01

F N O O R FO T F NEDOU R E OR T CFA DU CO OTRIO CA NS CNOA TIO TR NLS NA UC TURS L U TIO UEC SE N TIO N

DRIVE AISLE WIDTH

W1

7.2 METERS 70% SITE COVERAGE

F

102.2

6 275 2 945 3 020

22 000

3 760

7 430

16 METERS

2 000

SETBACKS BICYCLE PARKING

STAIR ST101

COMMERCIAL SEALS RETAIL UNIT 101

6 CLASS 2 BICYCLE STALLS 16 METERS

DRIVE AISLE WIDTH BUILDING COVERAGE

CS02

LOBBY 106

LIFT

UP

CS02

BUILDING COVERAGE 70% SITE COVERAGE GROSS FLOOR AREA 1433.76 SQ.M BICYCLE PARKING BUILDING HEIGHT

CS02

1 A5.02

3 385

1433.76 SQ.M 2076.66 SQ.M (APPROX.)

E

ELEC. RM. 108

2 A6.01

3 CCOR-2

GROSS FLOOR AREA SITE AREA

3

IP01

IF01 CS01

CS01 CS02

1

A4.01 2076.66 SQ.M (APPROX.) DETAILS

FLOOR AREA RATIO LAND USE DESIGNATION

BUILDING HEIGHT FLOOR AREA RATIO

STAIRS ST102

4 444

D

106.2

CS01 IF01

USE DESIGNATION CCOR-2 SITELAND INFORMATION: SITE AREA CATEGORY

IP01

IP01

A'

W8

IP01 107

ARCHITECTURAL TECHNOLOGIST MARCGREGORY.OLANIO@EDU.SAIT.CA 108

2 A4.01

6 A7.03

102

ARCHITECTURAL TECHNOLOGIST MARCGREGORY.OLANIO@EDU.SAIT.CA

COMMERCIAL PROJECT RETAIL UNIT TEAM 102 MARC GREGORY OLANIO

2 A3.02

DETAILS

2 A4.04

EE01 CS03

15 669

C

CATEGORY

EE01 ES01

W9

MECHANICAL ROOM 107

IP01 MARC GREGORY OLANIO

EE01 ES01

2 A4.02

W10

PROJECT TEAM

A4.03

1 A3.01

7 841

SITE INFORMATION:

EE01 ES01

W11

415 4 425

3 A4.04

3 A7.03

102.1

4. MAXIMUM BUILDING HEIGHT: 16 METERS 2. PERMITTED USES: COMMERCIAL-RETAIL UNITS (CRUS), OFFICE2 SPACES, FOOD SERVICES.

a. BUILDING SETBACKS: b. FRONT YARD: 3.0 METERS c. SIDE YARD (ADJACENT B TO STREET): 1.2 METERS d. REAR YARD: 1.2 METERS

3 A4.03

2 A7.03

10 000

3 000

1 A4.02

1. LAND USE DISTRICT: CCOR-2 (COMMERCIAL – CORRIDOR 2 DISTRICT)

a. BUILDING SETBACKS: 3. MAXIMUM FLOOR AREA RATIO: 2.0 b. FRONT YARD: 3.0 METERS c. SIDE YARD (ADJACENT TO STREET): 1.2 METERS 4. MAXIMUM BUILDING HEIGHT: 16 METERS d. REAR YARD: 1.2 METERS

9 500

365

16 000

PROJECT NORTH

2 000

NOTICE DIMENSIONS ARE MILLIMETERS UNLESS OTHERWISE NOTED.

7' 22 500

7 831

6'

5'

DO NOT SCALE DRAWINGS. NOTICE DIMENSIONS ARE MILLIMETERS UNLESS VERIFY DIMENSIONS, DATUMS AND LEVELS PRIOR OTHERWISE NOTED. TO COMMENCEMENT OF THE WORK.

4'

• INCORPORATION OF DROUGHT-RESISTANT NATIVE SPECIES TO MINIMIZE WATER USAGE. • TOTAL LANDSCAPE AREA: 15% OF THE SITE AREA, ENSURING COMPLIANCE WITH THE CITY OF DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES AND OMISSIONS TO THE CALGARY'S MINIMUM SOFT LANDSCAPING REQUIREMENTS. • LANDSCAPED AREAS INCLUDE SHRUBS AND TREES AROUND THE PERIMETER AND WITHIN CONSULTANT IMMEDIATELY. VERIFY DIMENSIONS, DATUMS AND LEVELS PRIOR PARKING AREAS. 2. HARD LANDSCAPING: TO COMMENCEMENT OF THE WORK. 1 DRAWING ISSUE A2.01WITH SCALE 1 : 100 • TOTAL LANDSCAPE AREA: 15% OF THE SITE AREA, ENSURING COMPLIANCE THE CITY OF NO. DESCRIPTION DATE • ASPHALT PARKING AREAS WITH HEAVY-DUTY CONCRETE 1 APRONS2 TO WITHSTAND 38,556 KG REPORT3 DISCREPANCIES AND OMISSIONS TO THE 4 CALGARY'S MINIMUM SOFT LANDSCAPING REQUIREMENTS. 1 ISSUED FOR REVIEW 2024-11-17 VEHICLE LOAD. CONSULTANT IMMEDIATELY. 2 ISSUED FOR REVIEW 2024-01-01 2. HARD LANDSCAPING: • CONCRETE PEDESTRIAN PATHWAYS CONNECTING THE BUILDING ENTRIES AND ADJACENT DRAWING ISSUE 2 000 6 510 8 490 SIDEWALKS. DESCRIPTION 600 750 750 750 750 750 38,556 750 1 500 500 750 750 750 750 1 500 1 500 750DATE 1 500 650 • ASPHALT PARKING AREAS WITH HEAVY-DUTY CONCRETE APRONS TO WITHSTAND KG 1NO. 1 Revision 1 2024-01-01 VEHICLE LOAD. • BARRIER-FREE RAMP INTEGRATED INTO THE MAIN BUILDING ENTRANCE FOR ACCESSIBILITY.

MAIN FLOOR PLAN

5

PROJECT NORTH

4 000

750 750 750 350

EE03 EE02 ES01

• PROVISION OF STREET TREES ALONG THE FRONT YARD SETBACK TO ENHANCE STREETSCAPE.

1 500

1

201

3 000

750 750 750 750 750

SECOND FLOOR PLAN SCALE 1 : 100

W12

3 A4.05

W16

W15

2 908

ES01 EE02 EE04 W13

15 000

W16

SHEET NUMBER

Second Floor Plan A2.02

1 A4.05

1 500

ES01 EE

2 000

4 000

106 109

6 275 2 945 3 020

750 750 750 750 750 1 500

3 760

750 750 750 750 1 500

2 000

1 500

1 500

W16

IP01

OFFICE UNIT 204

750 750 750 750

1 500

1 500

750 750250

3 275 4 570

2 A3.01

5' 4'

22 500

7 831

6'

11 395

7'

02 EE04

3 385

A1.02 DP1.03 W15

C'

370

W16 50 W16 1 A4.03

4 444

250750

W15

OFFICE UNIT 205

25

W12

SITE PLAN

10000

IP01

IP01

SHEET NAME

1 A4.04

B'

CS02 IF01

OFFICE UNIT 203

SHEET NUMBER

0 W16 1:200

1 A5.01

W12

IP01

IP01 202

26

LOBBY 201

DN

SITE PLAN

5000

208

207

STAIRS ST 201

SHEET NAME

2500

JANITOR'S RM. 208

MEN'S WASHROOM 206

LIFT

W14

3 000

650 750 750

201

206

PROJECT NUMBER 09082024 5012 16 AVE NW IF01 CS01 KEYPLAN 7 IF01 PLAN 7546FNA6.01 ; BLOCK:1; LOT:1 / LOT:2 CS01

1 A3.02

WOMEN'S WASHROOM 207

15 669

750 750 750 750

2 OFFICE UNIT PLAN 7546FN ; BLOCK:1; LOT:1A5.02 / LOT:2 202

E 6. ACCESSIBILITY: BARRIER-FREE PATHWAYS AND ACCESS RAMPS PROVIDED THROUGHOUT THE W16 SITE IN ACCORDANCE WITH THE ACCESSIBILITY REQUIREMENTS OF THE ALBERTA BUILDING CODE.

0

A'

8 A7.03

11 915

5012 16 AVE NW

A4.01

W16

W12

STAIRS ST 202 DN

IP01

W15 3. STORMWATER MANAGEMENT: ON-SITE STORMWATER RETENTION SYSTEM TO MITIGATE 2. BUILDING CODES: THE DESIGN COMPLIES WITH THE NATIONAL BUILDING CODE – 2023 RUNOFF AS PER CITY OF CALGARY REQUIREMENTS. ALBERTA EDITION, PART 3 FOR FIRE SAFETY, ACCESSIBILITY, AND OCCUPANCY LOAD 2 C PROJECT NUMBER 09082024 REQUIREMENTS. W16 A3.02 4. GARBAGE COLLECTION: SHARED GARBAGE COLLECTION POINT LOCATED AT THE REAR OF THE BUILDING WITH SUFFICIENT TURNING RADIUS FOR COLLECTION VEHICLES. KEYPLAN 3. STORMWATER MANAGEMENT: ON-SITE STORMWATER RETENTION SYSTEM TO MITIGATE W16 1 IF01 CS02 RUNOFF AS PER CITY OF CALGARY REQUIREMENTS. 5. LIGHTING: EXTERIOR LIGHTING TOA4.01 MEET CITY OF CALGARY STANDARDS FOR PEDESTRIAN ANDDPARKING AREA LIGHTING, ENSURING A MINIMUM OF 10 LUX WITH A RATIO OF 4:1.

4. GARBAGE COLLECTION: SHARED GARBAGE COLLECTION POINT LOCATED AT THE REAR OF CS02 W15 THE BUILDING WITH SUFFICIENT TURNING RADIUS FOR COLLECTION VEHICLES. 6. ACCESSIBILITY: BARRIER-FREE PATHWAYS AND ACCESS RAMPS PROVIDED THROUGHOUT THE IF01 SITE IN ACCORDANCE WITH THE ACCESSIBILITY REQUIREMENTS OF THE ALBERTA BUILDING 5. LIGHTING: EXTERIOR LIGHTING TO MEET CITY OF CALGARY STANDARDS FOR PEDESTRIAN CODE. AND PARKING AREA LIGHTING, ENSURING A MINIMUM W16 OF 10 LUX WITH A RATIO OF 4:1.

G

EE02 ES01

W17

THE CORNERSTONE

W16

W15

EE04 EE02 ES01

9 A7.03

ES01 EE02

PROJECT

ALBERTA B EDITION, PART 3 FOR FIRE SAFETY, ACCESSIBILITY, AND OCCUPANCY LOAD REQUIREMENTS. 1. DRAWING SCALE: ALL DRAWINGS TO BE2 SCALED AT 1:200 UNLESS OTHERWISE NOTED.

F

2 A4.04

8 A6.01

W16

W16

GENERAL 2. BUILDING NOTES: CODES: THE DESIGN COMPLIES WITH THE NATIONAL BUILDING CODE – 2023

22 000

W16

BROOKEFIELD PROPERTIES PROJECT THE CORNERSTONE

W16

W16AT 1:200 UNLESS OTHERWISE NOTED. 1. DRAWING SCALE: ALL DRAWINGS TO BE SCALED

1 500

W15

1250

CLIENT

• MINIMUM SPACING OF 8 METERS PER TREE AS PER CITY STANDARDS. A4.03

GENERAL NOTES:

W16

0 0 1:100

7 841

2

1 500

A

W16

3 000

2 A4.02

3 A4.04

A4.03

EE02 ES01

W15

10 000 8 835

1 A3.01

CLIENT • PROVISION OF STREET TREES ALONG THE FRONT YARD SETBACK TO ENHANCE STREETSCAPE. 3 • BARRIER-FREE RAMP INTEGRATED INTO THE MAIN BUILDING ENTRANCE FOR ACCESSIBILITY. EE03 BROOKEFIELD PROPERTIES W16

9 500

1 A4.02

7

7

11 340

• CONCRETE PEDESTRIAN PATHWAYS CONNECTING THE BUILDING ENTRIES AND ADJACENT 3. STREET TREES: SIDEWALKS.

• MINIMUM SPACING OF 8 METERS PERA7.03 TREE AS PER CITY STANDARDS. W16 W16 3. STREET TREES:

6

40 500

D'

2500

1

2 1

T.O. PERFORATED PANEL

3

2

4

4

3

5

6

6

5

2

7

7

2 000

PROPERTY LINE

13 000

T.O. ROOF

6 000

11 000

13 000

W16

W15

W16

W16

W15

W16

W16

W15

W16

W12

W13

T.O LEVEL 2 5 000

5 000

W4 W2

W6 101

105

103

104

T.O. LEVEL 1

South Elevation

2 A3.01

SOUTH ELEVATION - CD SCALE 1 : 100

7

6 5

5

4

4

6

2

3 2

3

7

2

2

1

1

T.O. PERFORATED PANEL

2 000

PROPERTY LINE

13 000

T.O. ROOF

6 000

11 000

13 000

W14

W17

W12

201

W16

W16

W15

W16

W16

T.O LEVEL 2 5 000

5 000

1 A3.03

T.O. LEVEL 1

W8 SOUTH ELEVATION - PRESENTATION

SCALE 1 : 100

W9

W10

W11

106.2

102

102.1

South Elevation - Realistic 0

T.O. ELEVATOR PIT

-1 600

1 A3.01

MATERIALS

NORTH ELEVATION

ID

SCALE 1 : 100

1 2 3 4

1

2

3

4

5

6

7

T.O. PERFORATED PANEL

5 6 7

DESCRIPTION ANODIZED ALUMINUM, RED ANODIZED ALUMINUM, ORANGE ANODIZED ALUMINUM, YELLOW METAL COMPOSITE MATERIAL (MCM) CLADDING PANEL GLASS BRICK VENEER PAINT FINISH, BLACK

2 000

13 000

ER01

T.O. ROOF

0

ER01

1250

2500

0 1:100

1 000

11 000 CEILING LEVEL

5 000

10 000

13 000

OFFICE UNIT 202

STAIRS

OFFICE UNIT 204

LOBBY 201

SF02

OFFICE UNIT 205

SF02

SF02

T.O LEVEL 2 5 000

5 000

PRINTED/EXPORTED ON 2024-11-17 12:19:19 PM C:\Users\marcg\OneDrive - Southern Alberta Institute of Technology\Documents\03 Semester 3\0 1 General\01 Revit Files\09082024-926257-The Cornerstone.rvt

0

PRINTED/EXPORTED ON 2024-11-17 12:21:01 PM C:\Users\marcg\OneDrive - Southern Alberta Institute of Technology\Documents\03 Semester 3\0 1 General\01 Revit Files\09082024-926257-The Cornerstone.rvt

logy\Documents\03 Semester 3\0 1 General\01 Revit Files\09082024-926257-The Cornerstone.rvt

Portfolio | marc gregory olanio

COMMERCIAL RETAIL UNIT 101 SF01

ENTRY VESTIBULE 105

ES01

COMMERCIAL RETAIL UNIT 103

COMMERCIAL RETAIL UNIT 104

SF01

T.O. LEVEL 1 0

T.O. ELEVATOR PIT -1 600

2

A3.03

Section

NORTH ELEVATION - PRESENTATION SCALE 1 : 100

1 A4.01

Section 6 - CD SCALE 1 : 100

0

1

2

3

4

5

6

7

T.O. PERFORATED PANEL 13 000

T.O. ROOF

2 A4.03

ER01

ER01

11 000 CEILING LEVEL 10 000

OFFICE UNIT

LOBBY

MEN'S WASHROOM

WOMEN'S WASHROOM

OFFICE UNIT

0 1:100

1250

2500

Cornerstone | Selected Works

Portfolio | marc gregory olanio G

F

1

1 A7.01 T.O. ROOF

T.O. ROOF

11 000

11 000

ER01

2%

2%

CEILING LEVEL

CEILING LEVEL

10 000

10 000

EE03

EE03

EE02

EE02

ES01

ES01

PRINTED/EXPORTED ON 2024-11-17 12:21:51 PM C:\Users\marcg\OneDrive - Southern Alberta Institute of Technology\Documents\03 Semester 3\0 1 General\01 Revit Files\09082024-926257-The Cornerstone.rvt

OFFICE UNIT 203

SF02 T.O LEVEL 2

T.O LEVEL 2

5 000

5 000

EE01

ES01

COMMERCIAL RETAIL UNIT 101

SF01

5 A7.01

T.O. LEVEL 1

T.O. LEVEL 1

0

0

1 A4.03

Section 19 SCALE 1 : 25

Wall Section 2 Section 23 A4.03

SCALE 1 : 25

Cornerstone | Selected Works A

2

T.O. ROOF 11 000

PROJECT TEAM

MARC GREGORY OLANIO

2%

% CEILING LEVEL 10 000

EE03 EE02

SEALS

OFFICE UNIT 202

F N O OR T F EDU OR CA CO TIO NS NA TR L UC US TIO E N

ES01

OFFICE UNIT 202

NOTICE DIMENSIONS ARE MILLIMETERS UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS. SF02

SF02

VERIFY DIMENSIONS, DATUMS AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK.

4

G

T.O LEVEL 2 5 000 2 A7.02

PARAPET CAP FLASHING

STEEL CHANNEL

STEEL CHANNEL

2 x 4 DIMENSIONAL LUMBER PARAPET CAP FLASHING 4 A7.02 16MM PLYWOOD

2 x 4 DIMENSIONALLUMBER 16MM PLYWOOD Z GIRT

EE01

11 000 EE03

ROOFING MEMBRANE PLYWOOD LIGHT GAUGE METAL FRAMING

ROOFING MEMBRANE 13MM PLYWOOD BATT INSULATION 152MM STEEL SYUD

EE01

BATT INSULATION

16MM GYPSUM SHEATHING

EE02

LIGHT GAUGE METAL FRAMING

DATE 2024-11-17 2024-01-01

JOINT SEALA

SHEET M

CLIENT

BROOKEFIELD PROPERTIES

ES02

PROJECT

THE CORNERSTONE

METAL COMPOSITE PANEL

MECHANICAL ROOM ROOF BOARD 107 POLYISOCYANURATE INSULATION

ROOF BOARD POLYISOCYANURATE INSULATION LEVELLING BOARD STEEL STUD TRACK PLYWOOD STEEL DECK STEEL ANGLE

LEVELLING BOARD 13MM PLYWOOD STEEL STUD TRACK

10 000

STEEL ANGLE 10 000 JOINT SEALANT AND BACKER ROD

STEEL STUD DEFLECTION TRACK

EE01 ER01

5012 16 AVE NW PLAN 7546FN ; BLOCK:1; LOT:1 / LOT:2 PROJECT NUMBER 09082024

CEILING LEVEL

CEILING LEVEL

POLY

SHEET M

MASONRY ANCHOR CLAY BRICK MASONRY UNIT

GYPSUM SHEATHING

KEYPLAN

STEEL BEAM

AIR & VAPOUR BARRIER MEMBRANE

ES01

WATER RESISTIVE MEMBRANE

AIR & VAPOUR BARRIER MEMBRANE

GYPSUM SHEATHING

WATER RESISTIVE MEMBRANE

203MM STEEL STUD

STEEL STUD DEFLECTION TRACK

PERFORATED PANELS

SF01

DRAWING ISSUE NO. DESCRIPTION 1 ISSUED FOR REVIEW 2 ISSUED FOR REVIEW

MINERAL WOOL INSULATION

25MM AIR GAP

MINERAL WOOL INSULATION

COMMERCIAL RETAIL UNIT 102

REPORT DISCREPANCIES AND OMISSIONS TO THE CONSULTANT IMMEDIATELY.

T.O. ROOF

T.O. ROOF

11 000

ES01

16MM GYMPSUM SHEATHING

T.O. LEVEL 1 0 it Files\09082024-926257-The Cornerstone.rvt

3

ARCHITECTURAL TECHNOLOGIST MARCGREGORY.OLANIO@EDU.SAIT.CA

ER01

ER01

ES01

SHEET NAME

WALL SECTION

1 SECTION DETAIL - PARAPET - MCP A7.01 SCALE 1 : 10 3 Section Parapet Detail - Metal Panels 25 A4.03

SCALE 1 : 25

2 SECTION DETAIL - PARAPET - BRICK VENEER SCALE -1 Brick : 10 ParapetA7.01Detail Veneer SHEET NUMBER PARAPET CAP FLASHING CLAY MASONRY UNIT (BRICK) STEEL CHANNEL DIMENSION LUMBER

A

A4.03

T

0

Portfolio | marc gregory olanio

Cornerstone | Selected Works

Portfolio | marc gregory olanio

BELMONT RECREATION CENTRE Location : Calgary, Alberta Year : 2025 Project Type : Recreation Centre School : Southern Alberta Institute of Technology Status : Schematic Design - Construction Documentation Phase Instructors : William Thompson | Lisa Der-Jameson

The Belmont Recreation Center is a 4th-semester capstone project, proposing a mass timber facility in Calgary to address the lack of recreational amenities in the area. As the second phase of a larger community development, following the Fieldhouse Library, it aims to enhance local recreational and social infrastructure.

The center features a 25-meter lane pool, gymnasium, and modern fitness area, promoting wellness, recreation, and community engagement. Designed for accessibility, it ensures seamless navigation for users of all ages and abilities. Sustainability is a key focus, with mass timber construction reducing environmental impact while creating a warm, inviting atmosphere.

Aligned with S-R (Special Purpose – Recreation) District guidelines, the design meets zoning, safety, and building code requirements. This project seeks to enhance community well-being, set a new standard for sustainable design, and redefine recreational spaces in Calgary.

Belmont Recreation Centre | Selected Works

Site Analysis

DOUG & Co.

Project Proposal & Pre-Design Report

Portfolio | marc gregory olanio

3 DP0.30 DP0.3

N EXISTING LIGHT POST

EX. SANITARY SEWER EX. STORM SEWER

B E L M O N T

A V

EX. WATER MAIN

.

EL

EXISTING CITY TREES

EXISTING C

10 .7 67 m

90° 00' 00"

42.1 m

6.0m BACK YARD SETBACK

6.0m FRONT YARD SETBACK

FOR FUTURE EXPANSION

LINE OF ROOF ABOVE

2.1 m

2.8 m

11.4 m

221.63 m

EX. U/RW PLAN 181 0559

PROPOSED RETAINING WALL

PROPOSED BELMONT RECREATION CENTRE

219.12 m

GROSS FLOOR AREA: 8979 m² SITE AREA: 27670 m² MAIN FLOOR GEODETIC: 1067.5 m

2.1 m

0° 00' 00"

2 DP0.30 DP0.3

.

EL

2.3 m

2.1 m

GARBAGE TRUCK ENTRY

10

42.5 m

.0 70 m EXTENT OF BUILDING SITE

5.8 m

19.7 m

2.3 m

13.5 m

7.2 m

CONCRETE BOLLARDS

Site Plan SITE PLAN 1 DP0.3

SCALE 1 : 500

PROPERTY LINE

Site Section SITE SECTION A 2 DP0.3

SCALE 1 : 500

TY LINE

54:20 PM Autodesk Docs://AT2W25CD03/202430-GROUP03-A-BLDG-BRC.rvt

EXISTING FIELDHOUSE AND PUBLIC LIBRARY

Belmont Recreation Centre | Selected Works

30

PROJECT INFORMATION

V E N U E

EXISTING FIRE HYDRANT

S W

ZONE MUNICIPAL ADDRESS LEGAL DESCRIPTION

EXISTING BUS STOP

SITE ANALYSIS

EXISTING MEDIAN

EXISTING ASPHALT PATHWAY PROPOSED RETAINING WALL 1.5 m HIGH

CURB CUTS

PROPOSED PEDESTRIAN CROSSWALK

90° 00' 00"

PROPOSED STAIR

8

141

EX. U/RW PLAN 181 0559

27 m

9

18

7.8 m DRIVE AISLE

18

19

26

27

36

7611 m² 3.0 m 6.0 m 0 6.0 m

2 10.7 m 8979 m² 27670 m²

* GFA: THE TOTAL FLOOR AREA OF EACH FLOOR OF A BUILDING MEASURED FROM THE OUTSIDE SURFACE OF THE EXTERIOR WALLS, AND INCLUDES ALL FLOORS TOTALLY OR PARTIALLY ABOVE GRADE LEVEL.

2.0%

7.2 m DRIVE AISLE

2.0%

36

7.2 m DRIVE AISLE 45

62

63

10 m

(A) 1.0 LOADING STALLS PER 9300.0 SQUARE METRES OF GROSS FLOOR AREA WHERE THE CUMULATIVE GROSS FLOOR AREA OF ALL BUILDINGS ON A PARCEL IS GREATER 930.0 SQUARE METERS; AND

54

(B) 0.0 LOADING STALLS WHERE THE CUMULATIVE GROSS FLOOR AREA OF ALL BUILDINGS ON A PARCEL IS LESS THAN OR EQUAL TO 930.0 SQM.

2.0%

44

2.0%

ENTRY

ASPHALT PAVING

79

88

219.12 m

78

7.2 m DRIVE AISLE

180° 00' 00"

73

PARKING STALLS REQUIRED: 0 PARKING STALLS PROVIDED: 164 BARRIER-FREE STALLS REQUIRED: 4 BARRIER-FREE STALLS PROVIDED: 6

2.0% 72

7.2 m DRIVE AISLE

2.0%

2.0% 2.0%

2.0% 55

COMMUNITY GREEN PROMENADE WITH RAIN GARDENS + SMALL SEATING AREAS

2m 155

2.0%

37

BICYCLE PARKING ANALYSIS

RETRACTABLE BOLLARDS

113

130

131

2.0%

122

2.0%

GENERAL NOTES 1. ALL INFORMATION SHOWN ON THIS PLAN IS PROPOSED UNLESS OTHERWISE NOTED. ANY EXISTING CONDITIONS, DIMENSIONS, OR FEATURES SHALL BE VERIFIED ON SITE. 2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, AND SITE CONDITIONS ON-SITE BEFORE COMMENCING ANY WORK OR ORDERING MATERIALS. ANY DISCREPANCIES OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.

140

7.2 m DRIVE AISLE

7.2 m

123

RAISED WALKWAY STATIC BOLLARDS

23.9 m

2.0%

112

156

2.0%

7.2 m DRIVE AISLE

104

PROPERTY LINE LAND USE 3MSR

2.0%

95

2.0%

21.8 m 3.4 m

94

2.0%

PRIMARY ENTRANCE

89

PROPOSED DRIVEWAY

BICYCLE PARKING STALLS CLASS 2 REQUIRED: 30 BICYCLES BICYCLE PARKING STALLS CLASS 2 PROVIDED: 60 BICYCLES

2.0%

STATIC BOLLARDS

105

164

EL

.1

SITE GRADING 06

7.7

m

1. PARKING LOT TO BE SLOPED A MINIMUM OF 1% UP TO A MAXIMUM OF 3% WITH THE CURB-CUT DRIVES SLOPING UP TO A MAXIMUM OF 6%.

2. ALL PAVEMENTS (BOTH ASPHALT AND CONCRETE) ADJACENT TO THE BUILDING SHALL SLOPE AWAY FROM THE BUILDING TO A MINIMUM OF 1% TO ENSURE PROPER DRAINAGE.

LANDSCAPE LEGEND 1. SEE SITE PLAN FOR LOCATION OF TREES AND SHRUBS, EXACT PLANTING, LOCATION TO BE DETERMINED ON SITE 2. AN AUTOMATED LOW WATER IRRIGATION SYSTEM IS TO BE PROVIDED, TREES AND SHRUBS THAT HAVE SIMILAR WATER CONSUMPTION REQUIREMENTS MUST BE GROUPED TOGETHER

EXISTING PARKING LOT (141 VEHICLE STALLS INCLUDING 6 BARRIER-FREE STALLS)

3. ALL PLANT MATERIAL SHALL BE OF A SPECIES CAPALE OF HEALTHY GROWTH IN CALGARY AND SHALL CONFORM TO THE STANDARDS OF CANADIAN NURSERY TRADES ASSOCIATION 4. MINIMUM TOPSOIL DEPTH SHALL BE AS FOLLOWS; 100mm FOR SODDED AREAS, 150mm FOR SEEDED AREAS AND 450mm FOR PLANTING BEDS

PROPERTY LINE

7m

2.0%

39.5 m

9

2m

PROPOSED HYDRANT

OPMENT UNDARY

2.0%

2.0%

8

2.0%

9m

2m 2m

1

2.0%

1

LOADING PARKING ANALYSIS

CLASS 2 BICYCLE STALLS

1.4 m

27

2.0%

10.4 m

PAVEMENT DESIGNED TO ACCOMMODATE TRUCKS FOR POOL CHEM

SECONDARY ENTRANCE

26

LOADING & UNLOADING DOCKS

27670 m² 1067.5 m

BUILDING ANALYSIS NUMBER OF STOREYS BUILDING HEIGHT TOTAL GROSS FLOOR AREA TOTAL LOT AREA

9 000 U R/W

19

2.9 m

SITE AREA GEODETIC PROPOSED NO. OF BUILDINGS GROSS USABLE FLOOR AREA MINIMUM SETBACK REAR FRONT EAST WEST

m

21.3 m

.2 65

7.2 m DRIVE AISLE

10

PROPOSED RETAINING WALL 1.5 m HIGH

.

EL

31.34 m

1

S-R (SPECIAL PURPOSE - RECREATION DISTRICT) 305 & 329 BELMONT AVE SW, CALGARY, AB PLAN:1810558;BLOCK:34;LOT:2MR

SURFACING LEGEND TURFGRASS SOD ON 300MM DEPTH TOPSOIL TOPCAST CONCRETE COLOUR TYPE 2 WITH CALIFORNIA JOINTS NATURAL GREY WITH MEDIUM FINISH

5. THE QUALITY AND EXTENT OF THE LANDSCAPING ESTABLISHED ON SITE SHALL BE THE MINIMUM STANDARD TO BE MAINTAINED ON THE SITE FOR THE LIFE OF THE DEVELOPMENT

PLANTING LEGEND 20-3.5 MM HT COLORADO BLUE SPRUCE 6-75 MM PRAIRIE SPIRE GREEN ASH

Portfolio | marc gregory olanio

Belmont Recreation Centre | Selected Works

Portfolio | marc gregory olanio

Programming

Belmont Recreation Centre | Selected Works N

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

3

DP2.1

40 350 3 000

7 350

6 000

6 000

6 000

6 000

6 000

6 000

54 000

6 000

5 000

1 000

6 000

4 000

2 000

6 000

3 000

3 000

3 000

6 000

1 000

5 000

6 000

6 000

9 000

3 000

3 000

6 000

6 000

6 000

6 000

6 000

PROJECT TEAM

MARC GREGORY OL

PROJECT MANAGER MARCGREGORY.OLANI

SECONDARY ENTRANCE

BIM MANAGER JEANDONUEL.DIEGO@

6 000

AQUATICS CENTRE EXIT

BASEMENT MECHANICAL ROOM DOOR ACCESS

STAIRS

POOL CHEM

DN

STORAGE

VESTIBULE

1 300

DOCUMENTATIONS MA ANDREA.UY@EDU.SAIT

MICHELE GENILO

PROJECT COORDINATO MICHELEKATE.GENILO

MULTI-PURPOSE ROOM

SEALS

FIRST AID

C

25 METER LANE POOL

VIEWING DECK

LEISURE POOL

HALLWAY

R ED C O N UC N S O T A TI O

4 700

HOT TUB

GYMNASIUM EXIT

ANDREA UY

3 150

FITNESS CONDITIONING ROOM

STAIRS

B

AQUATICS CENTRE EXIT

LINE OF SECOND FLOOR ABOVE

2 850

A

6 000

EMERGENCY DOOR ACCESS. LOCKED FROM THE AQUATICS CENTRE.

POOL OFFICE

D

45 500

STORAGE GYMNASIUM

OPEN AIR SHOWER

STEAM ROOM

2

OPEN AIR SHOWER

STORAGE KITCHENETTE

WASH ROOM

STEAM ROOM

SHOWER AREA

CHANGING AREA

SHOWER AREA

6 000

CHANGING AREA

NOTICE DIMENSIONS ARE MILLIM OTHERWISE NOTED.

DP2.1

DO NOT SCALE DRAWIN

VERIFY DIMENSIONS, DA PRIOR TO COMMENCEM

CHANGING AREA

UNIVERSAL WASHROOM/CHANGE ROOM

WASH ROOM

CHANGING AREA

WASHROOM

MEN'S WASHROOM

REPORT DISCREPANCIE THE CONSULTANT IMME

WOMEN'S WASHROOM

DRAWING ISSUE NO. DESCRIPTION 1 ISSUED FOR DEVELO PERMIT

WASH ROOM

G 3 000

WASHROOM

CHANGING AREA

WOMEN'S WASHROOM/CHANGE ROOM WASHROOM

WASHROOM

WASHROOM

JANITOR

MEN'S WASHROOM/CHANGE ROOM CHANGING AREA

WASHROOM

1

SHOWER AREA

WASH ROOM

DP2.1

F

FO

30 000

6 000

CHILD MINDING

6 000

E

JEAN DIEGO

WASHROOM

WASHROOM JANITOR WASHROOM

WASHROOM

LIFT

2 500

8 820

CLIENT

RECEPTION

MEETING ROOM

LOADING/GARBAGE & RECYCLING

STAFF LUNCH

VESTIBULE

ADMIN

CITY OF CALGARY

PROJECT

COMMUNITY GATHERING SPACE

OFFICE

BELMONT RECREATI

LOCATION OF FIREFIGHTER STROBE LIGHT AND LOCK BOX

329 BELMONT AVE SW, CA

2310285; BLOCK:23; LOT:8 PROJECT NUMBER

8 000

6 500

MECHANICAL ROOM

4 000

FITNESS STUDIO

1 500 2 000

3 500 4 500

N

ELECTRICAL ROOM

OFFICE FITNESS STUDIO

680

COMM. ROOM

HALLWAY EXIT

UP

COPY ROOM

FIRST AID

STORAGE

STAIRS

4 500

L M

GYMNASIUM EXIT

2024

KEYPLAN

PROVISION FOR ART INSTALLATION

4

DP2.1

O 7 350

6 000

6 000

6 000

6 000

6 000

37 350

2025-03-01 2:03:03 PM

Autodesk Docs://AT2W25CD03/202430-GROUP03-A-BLDG-BRC.rvt

K

STAIRS

5 680

3 500

LINE OF SECOND FLOOR ABOVE

PRIMARY ENTRANCE

I

J

CONTROL AREA

HALLWAY

820

3 000

H

6 000

5 000

6 000

5 000

1 000

6 000

4 000

2 000

11 000

6 000

3 000

3 000

6 000

11 000

1 000

5 000

10 000

6 000

6 000

11 000

3 000

3 000

6 000

6 000

9 000

3 630

MAIN FLOOR Main FloorPLAN Plan 1

PRINTED/EXPORTED ON

DP1.20

B

A

6 000

21 000

SHEET NAME

MAIN FLOOR

SCALE 1 : 200

SHEET NUMBER

0

N

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

2500

5000

10000

0 1:20027

26

50

DP1

3

DP2.1

3 000 3 000

43 350 7 350

6 000

6 000

6 000

54 000 6 000

6 000

6 000

5 000

1 000

6 000

4 000

2 000

6 000

3 000

3 000

3 000 6 000

1 000

5 000

6 000

6 000

3 000

9 000 3 000

6 000

6 000

6 000

6 000

6 000

PROJECT TEAM

MARC GREGORY OL

PROJECT MANAGER MARCGREGORY.OLANI

JEAN DIEGO

BIM MANAGER JEANDONUEL.DIEGO@

DOCUMENTATIONS MA ANDREA.UY@EDU.SAIT

MICHELE GENILO STAIRS

1 300

PROJECT COORDINATO MICHELEKATE.GENILO

FITNESS STUDIO

4 700

SEALS

OPEN TO AQUATIC CENTRE BELOW

C

OFFICE

R

D

ED

36 000

6 000

STORAGE

FO

6 000

TRAINER'S ROOM

OPEN TO GYMNASIUM BELOW

38 200

6 000

E EQUIPMENT ROOM

2

NOTICE DIMENSIONS ARE MILLIM OTHERWISE NOTED.

1

DP2.1

DP2.1

DO NOT SCALE DRAWIN

VERIFY DIMENSIONS, DA PRIOR TO COMMENCEM

F MEN'S WASHROOM

6 000

FITNESS CENTRE

WOMEN'S WASHROOM

REPORT DISCREPANCIE THE CONSULTANT IMME

JANITOR

DRAWING ISSUE NO. DESCRIPTION 1 ISSUED FOR DEVELO PERMIT

3 000

G LIFT

WASHROOM WASHROOM WASHROOM

3 000

8 790

H

C O N UC N S O T A TI O

B

ANDREA UY

STAIRS

RUNNING TRACK

6 000

7 300

A

3 500

I

PRINTED/EXPORTED ON

2025-03-01 2:03:09 PM

710

CLIENT

CITY OF CALGARY

5 710

2 500

OPEN TO COMMUNITY GATHERING SPACE BELOW

PROJECT

790

BELMONT RECREATI

329 BELMONT AVE SW, CA

2310285; BLOCK:23; LOT:8

STAIRS

4

PROJECT NUMBER

8 000

6 500 3 500

1 500 2 000

N

4 500

L M

STAIRS

4 000

K

4 500

Autodesk Docs://AT2W25CD03/202430-GROUP03-A-BLDG-BRC.rvt

J

2024

KEYPLAN

DP2.1

O 7 350

6 000

6 000 37 350

1

6 000

6 000

6 000

6 000 7 240

1 240

3 760 3 760

1 000

6 000

4 000

2 000 22 000

6 000

3 000

3 000

6 000

1 000

5 000 22 890

6 000

1 890

4 120 7 120

3 000

3 000

6 000 9 000

6 000

A

6 000

SECOND FLOOR PLAN

SHEET NAME

SECOND FLO

Second Floor Plan DP1.30

B

12 000

SCALE 1 : 200

SHEET NUMBER

0 0 1:200

2500

5000

10000 50

DP1

Portfolio | marc gregory olanio O

O M

N

16

1

T.O. PARAPET T.O. PARAPET

LN

M K L

J

K I

6 1

5

1

5

J

H

I G

H

G F

F E 4

4

5

4 500

1 270

ROOF LEVEL 9 500

10 770

10 770

4 500

ROOF LEVEL 9 500

1 270

10 770

10 770

5 000

5 000

5 000

LEVEL 2 - SECOND FLOOR LEVEL 2 - SECOND FLOOR 5 000

LEVEL 1- MAIN FLOOR LEVEL 1- MAIN FLOOR 0

0

East Elevation

EAST ELEVATION EAST1 ELEVATION

1

DP2.1 SCALE 1 : 200 SCALE 1 : 200

DP2.1

A B

A

4

ROOF LEVEL

9 500

9 500

7

F G

2

2

5 000

5 000

5 000

E F

10 770

10 770

LEVEL 2 - SECOND FLOOR LEVEL 2 - SECOND FLOOR 5 000

D E

4 500

ROOF LEVEL

4

7

1 270

10 770

4 500

10 770

C D

1 270

T.O. PARAPET T.O. PARAPET

B C

LEVEL 1- MAIN FLOOR LEVEL 1- MAIN FLOOR 0

0

2 DP2.1

East Elevation - Realistic WEST ELEVATION 2 ELEVATION WEST SCALE 1EAST : 200 ELEVATION - REALISTIC SCALE 1 :EAST 200 1DP2.1 - REALISTIC 1 ELEVATION DP2.2

27 26

27

T.O. PARAPET T.O. PARAPET

9 500

22 21

21 20

19 20 18

7

7

2

19

18 17

4

17 15

16

5

4

16

5

6

15 14

6

5 000

5 000

5 000

23

10 770

10 770

LEVEL 2 - SECOND FLOOR LEVEL 2 - SECOND FLOOR 5 000

6

2

24 22

23

1 270

ROOF LEVEL

9 500

65

5

25 24

4 500

ROOF LEVEL

1

1

1 270

10 770

4 500

10 770

26 25

DP2.21 : SCALE SCALE 200 1 : 200

LEVEL 1- MAIN FLOOR LEVEL 1- MAIN FLOOR 0

2 DP2.2

1

2

1

2

2

2

3 4

3

2

4 5

5

6

4 500

1 270

10 770

4 500

ROOF LEVEL 9 500

1 270

10 770

ROOF LEVEL

5 000

5 000

5 000

LEVEL 2 - SECOND FLOOR LEVEL 2 - SECOND FLOOR 5 000

DP2.1 SCALE 1 : 200 SCALE 1 : 200

10 770

Autodesk Docs://AT2W25CD03/202430-GROUP03-A-BLDG-BRC.rvt

DP2.1

9 500

PRINTED/EXPORTED 2025-03-01 2:19:38 PM ON 03/202430-GROUP03-A-BLDG-BRC.rvt

PRINTED/EXPORTED ON

North Elevation NORTH ELEVATION 3 ELEVATION NORTH 3

T.O. PARAPET T.O. PARAPET 10 770

LEVEL 1- MAIN FLOOR LEVEL 1- MAIN FLOOR

03/202430-GROUP03-A-BLDG-BRC.rvt

2025-03-01 2:19:38 PM

Autodesk Docs://AT2W25CD03/202430-GROUP03-A-BLDG-BRC.rvt

0

0

0

North Elevation - Realistic

NORTH ELEVATION - REALISTIC NORTH ELEVATION - REALISTIC 3 DP2.2 SCALE SOUTH ELEVATION : SCALE 200 4 1 :ELEVATION 200 4DP2.21SOUTH 3

DP2.1

DP2.1 SCALE 1 : 200 SCALE 1 : 200

5 6

5

6

6 7

WEST - REALISTIC WEST ELEVATION - REALISTIC 2 ELEVATION DP2.21 : SCALE SCALE 200 1 : 200

7 8

8 9

9 10

10

11

5

6

11 12

13 12 14

5

6

13

Belmont Recreation Centre | Selected Works E D

D C

5

C B

B A

A

7

7

MATERIALSMATERIALS LEGEND LEGEND 1

1 CLADDING FIBRE CEMENT CLADDING PANEL FIBRE CEMENT PANEL

2

2 METAL CORRUGATED CORRUGATED PANEL METAL PANEL

3

3 METAL COMPOSITE METAL COMPOSITE

4

4 POWDER POWDER COATED STEEL COATED STEEL

5

5 COATED CLEAR LOW-E COATED INSULATED CLEAR LOW-E INSULATED GLAZING UNIT GLAZING UNIT

6

ANODIZED ALUMINUM 6 CLEAR CLEAR ANODIZED ALUMINUM

7

7 EXPANDED EXPANDED METAL MESH METAL MESH

PROJECT TEAM PROJECT TEAM

MARC GREGORY OLANIO MARC GREGORY OLANIO

PROJECT MANAGER PROJECT MANAGER MARCGREGORY.OLANIO@EDU.SAIT.CA MARCGREGORY.OLANIO@EDU.SAIT.CA

JEAN DIEGO JEAN DIEGO H

G I

H

I K

J

J

L K M

NL

M O

N

BIM MANAGER BIM MANAGER JEANDONUEL.DIEGO@EDU.SAIT.CA JEANDONUEL.DIEGO@EDU.SAIT.CA

O

ANDREA UY ANDREA UY 2

2

2

1

2

DOCUMENTATIONS MANAGER DOCUMENTATIONS MANAGER ANDREA.UY@EDU.SAIT.CA ANDREA.UY@EDU.SAIT.CA

1

MICHELE GENILO MICHELE GENILO

PROJECT COORDINATOR PROJECT COORDINATOR MICHELEKATE.GENILO@EDU.SAIT.CA MICHELEKATE.GENILO@EDU.SAIT.CA SEALS

FO

R

ED CFO N UC ON O AT RS T IO TERD FO N CO N UUCC R AL U SE NS OT TAITOI TR FO NON U C R AL US TI ON E

SEALS

PROJECT TEAM PROJECT TEAM

MARC GREGORY MARCOLANIO GREGORY OLANIO

12 11

11

10

10 9

9 8

8 7

7 6

2

2

6 5

7

7

4

5 4

4 3

4

3

2

1

2

ANDREA UYANDREA UY LEVELS VERIFY DIMENSIONS, DATUMS AND LEVELS VERIFY DIMENSIONS, DATUMS AND DOCUMENTATIONS MANAGER MANAGER PRIORDOCUMENTATIONS TO COMMENCEMENT OF THE WORK. PRIOR TO COMMENCEMENT OF THE WORK. ANDREA.UY@EDU.SAIT.CA ANDREA.UY@EDU.SAIT.CA REPORT DISCREPANCIES REPORT DISCREPANCIES AND OMISSIONSAND TO OMISSIONS TO MICHELETHE GENILO MICHELE GENILO CONSULTANT IMMEDIATELY. THE CONSULTANT IMMEDIATELY. PROJECT COORDINATOR PROJECT COORDINATOR DRAWINGMICHELEKATE.GENILO@EDU.SAIT.CA ISSUEDRAWING ISSUE MICHELEKATE.GENILO@EDU.SAIT.CA NO. DESCRIPTION DATE NO. DESCRIPTION DATE SEALS SEALS ISSUED FOR DEVELOPMENT 2025-03-01 1 ISSUED FOR 1DEVELOPMENT 2025-03-01 PERMIT PERMIT

2

2

CFOO N UC NRS E OT ATI T D F ON CO NRUUC OR AL US NS OTCTAITI E TR FOONON U C R AL US TI ON E

14 12 13

3

PROJECT MANAGER PROJECT MANAGER NOTICE NOTICE MARCGREGORY.OLANIO@EDU.SAIT.CA MARCGREGORY.OLANIO@EDU.SAIT.CA DIMENSIONS ARE MILLIMETERS UNLESS DIMENSIONS ARE MILLIMETERS UNLESS JEAN DIEGO JEAN DIEGO OTHERWISE NOTED. OTHERWISE NOTED. BIM MANAGERBIM MANAGER DO NOT SCALE DRAWINGS. SCALE DRAWINGS. JEANDONUEL.DIEGO@EDU.SAIT.CA 1 DO NOTJEANDONUEL.DIEGO@EDU.SAIT.CA

CLIENT

ED

CLIENT

FO

R

CITY OF CALGARY CITY OF CALGARY

PROJECT

PROJECT

BELMONT RECREATION CENTER BELMONT RECREATION CENTER NOTICE NOTICE 329SW, BELMONT AVEAB SW, CALGARY, AB TOL 0X0 329 BELMONT AVE CALGARY, TOL 0X0 DIMENSIONS ARE MILLIMETERS DIMENSIONS ARE UNLESS MILLIMETERS UNLESS 2310285; BLOCK:23;NOTED. LOT:87MSR 2310285;OTHERWISE BLOCK:23; LOT:87MSR NOTED. OTHERWISE

13

14 15

16

15 17

2

16

6

52

17 18

19

6

5

18 20 19

20 21

2

21 22

2

2

23

2

22 24

23

2

24 25

25 26

2 6

5

26 27

6

5 1

PROJECT NUMBER 202430-GROUP03 PROJECT NUMBER 202430-GROUP03 DO NOT SCALEDO DRAWINGS. NOT SCALE DRAWINGS. KEYPLAN KEYPLAN VERIFY DIMENSIONS, AND LEVELS VERIFY DATUMS DIMENSIONS, DATUMS AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK.OF THE WORK. PRIOR TO COMMENCEMENT

27

11

1

REPORT DISCREPANCIES AND OMISSIONS TOOMISSIONS TO REPORT DISCREPANCIES AND THE CONSULTANT IMMEDIATELY.IMMEDIATELY. THE CONSULTANT

DRAWING ISSUE DRAWING ISSUE NO. DESCRIPTION DATE NO. DESCRIPTION 1 ISSUED FOR 2025-03-01 1 DEVELOPMENT ISSUED FOR DEVELOPMENT PERMIT PERMIT

SHEET NAME

DATE

2025-03-01

SHEET NAME

EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS CLIENT

CLIENT

CITY OF CALGARY CITY OF CALGARY

PROJECT NUMBER SHEETPROJECT NUMBER SHEET

DP2.1 DP2.1

BELMONT RECREATION CENTER BELMONT RECREATION CENTER

0 0 1:200

2500

0 5000 0 1:200

2500

5000 10000 50

10000329 BELMONT 329 AVEBELMONT SW, CALGARY, AB TOL 0X0 AB TOL 0X0 AVE SW, CALGARY, LOT:87MSR 2310285; BLOCK:23; LOT:87MSR 50 2310285; BLOCK:23; PROJECT NUMBER 202430-GROUP03 PROJECT NUMBER 202430-GROUP03 KEYPLAN

KEYPLAN

Portfolio | marc gregory olanio

3D Section

3D Section - Facade

Belmont Recreation Centre | Selected Works

Corrugate Metal Wall, Ceiling and Soffit Connection

Overhang Parapet To Expanded Metal Mesh Connection

Portfolio | marc gregory olanio

Belmont Recreation Centre | Selected Works

Portfolio | marc gregory olanio

Belmont Recreation Centre | Selected Works

Portfolio | marc gregory olanio

selected works | Portfolio | marc gregory olanio Phone | 368-399-8979 Email | olaniogregorymarc@gmail.com