Justin Spec Design Portfolio by Justin Spec

Justin Spec DESIGN PORTFOLIO 2016

call : 613.791.5590 email : justin.spec@gmail.com send : 3991 St Laurent Blvd / H2W 1Y4 / Montreal, QC

Curriculum Vitae Professional Experience ARCHITECTURAL INTERN, Leonard KoďŹ&#x20AC;man Architect

2015

Completed schematic designs, presentation drawings, marketing plans, working drawings, and tenant area certification plans for private sector commercial, industrial, and residential projects. Co-ordinated with clients and consultants regarding both design and technical issues. Conducted multiple site visits involving field measuring and photography.

URBAN DESIGNER, Fotenn Consultants Inc.

2012 : 2014

Responsible for a broad range of urban design and visual communication tasks including conceptualizing and drafting site plans, visualization of prominent architectural projects and public spaces, detailed massing schemes, masterplanning, graphic analysis, highest-andbest-use investigations, sun-shadow studies, and the preparation of presentations.

ON-SITE QUALITY CONTROL INSPECTOR, Minto Group Inc.

2010 : 2011

Conducted quality control inspections of single houses, towns, and low-rise condos throughout the construction and finishing process. Interacted with trades and owners to ensure timely completion of work according to drawings and code. Filled in for both framing and finishing foremen, detailed new construction methods, and trained new QC inspectors.

Education M.ARCH, McGill University, Montreal B.A.S. (High Distinction), Carleton University, Ottawa Public Realm Course, Simon Fraser University, Ottawa

2014 : 2015 2008 : 2012 2014

Skillset Revit, AutoCad, Rhino (Grasshopper / T-Splines / Weaverbird), SketchUp, VRay, Photoshop, Illustrator, InDesign, Word, Excel, Outlook. Utilizing a CNC machine or laser cutter to realize architectural models. Hand-modelling, sketching, drafting.

Table of Contents

CFB SHILO Shilo, Manitoba 2013

01 04 02

CENTRETOWN STATION Ottawa, Ontario 2015

770 SOMERSET Ottawa, Ontario 2014

SCHOOL OF CONSTRUCTION Granada, Nicaragua 2015

SOLSTICE PAVILION Rovaniemi, Finland 2012

SALIX OUTPOST Victoria, Australia 2014

CULTURAL INCUBATOR Beijing, China 2014

06 08

WORK SAMPLES Various Locations 2015

Centretown Station Redevelopment Ottawa, Ontario

2015

This project proposes a mixed-use redevelopment of Ottawaâ&#x20AC;&#x2122;s existing inter-city bus terminal site. The contextually-sensitive design responds to the adjacent four-lane highway, the varying scales of existing built form, and future developments as proposed by city policy. The building aims to establish a gateway and landmark for visitors and residents alike, as well as spurring surrounding development on this stagnating portion of Catherine Street.

CONTEXT ANALYSIS

MORPHOLOGICAL DIAGRAMS Ramped bus circulation for porous pedestrian connections at grade and increased boarding security. Docking at second storey.

Sloped public roof for community access and connection to reen ace e ect ar in urban scales adjacent to site.

Introduction of new greenspaces to provide enjoyable waiting areas and community engagement.

Twisted penthouse to view Parliament Hill. Tower integrated into podium at base. Tangible exterior shift in interior programme. Parametric relationship with highway.

Abundant interior circulation to cater to variety of visitors and programmes.

Concrete structure to adapt to open spaces of terminal with deep beams.

terior n tem to re ond to ite conditions and reveal interior functions.

Pedestrian-friendly hard and soft landscaping featuring a community-oriented greenspace.

CIRCULATION ANALYSIS

School of Construction and Agriculture Granada, Nicaragua

2015

The proposed school advocates for an immersive learning environment, the utilization of natural, local materials, and a revived cultural identity. The majority of students and staff live on site, fostering a close-knit community. Students will contribute to their physical surroundings through adaptable, semi-open spaces, which act as a framework for experimentation. The curriculum is intrinsically intertwined with the local climateâ&#x20AC;&#x2122;s dramatic seasonal variation.

EXPLODED HOUSING BLOCK

EXPLODED STUDY HALLS 02

VENT BLOCK DESIGN

SOUTH ELEVATION

EAST-WEST SECTION

INSPIRATION, INTERIOR CONDITION, USE AS PLANTERS

Cultural Incubator Beijing, China

With F. Giraldeau and S. St-Denis

2014

This masterplanning and design project envisions a mixed-use, mega-block scale development. In the creation of high-density, livable spaces the proposal accomodates the internal relationships between diverse uses and the dynamic interaction with the immediate urban context. A curved podium contrasts rigid residential towers to establish uniquely interesting spaces. Additionally, the project provides high-demand facilities for interdisciplinary artistic endeavors and collaborations.

MASTERPLAN

LANDSCAPING

INSTITUTIONAL ELEMENTS INCUBATOR UNITS

RESIDENTIAL TOWERS

SITE PLAN

SECOND STOREY

FOURTH STOREY

770 Somerset Ottawa, Ontario

With Dynar Architect + Associates Inc.

2014

Fotenn was approached to revise the design and prepare the urban analysis and graphics of an existing mixed-use proposal in order to submit to the Urban Design Review Panel. A design was produced to emphasize the prominent corner lot, breaking down larger masses to achieve a scale appropriate to the surrounding context. A simplified, bolder, and more urban scheme was proposed to house residential units, a restaurant, below-grade parking, and a grocer.

PUBLIC ENTRANCE RESIDENT ENTRANCE

GROCER

INTERIOR AMENITY SPACE EXTERIOR AMENITY SPACE

RESTAURANT

PLAN AT GRADE

CONTEXTUAL ELEVATION - SOMERSET STREET

SECOND STOREY

PUBLIC ROOF GARDEN

SIXTH STOREY

ROOF PLAN

CONTEXTUAL ELEVATION - LEBRETON STREET 04

CFB Shilo Shilo, Manitoba

2013

Fotenn was engaged by DND / CFHA to provide a report and associated drawings to assess the development potential existing at CFB Shilo to support additional residential housing units. Following review of the existing CFHA guidelines, site visits on base, and meetings with base engineers, housing managers, and municipal planning staff, this plan and the corresponding imagery were prepared to plan for density, streetscaping, accessibility, parking, and housing form .

Salix Outpost (Competition) With C. Moise

Victoria, Australia, 2014

This competition entry for a small, rural cabin is designed to blur the lines between a structure and its natural environment. It is an interactive shelter literally woven into the terrain with willow elements to shelter, shade, and direct views. Visitors leave their unique mark weaving living willow branches through structural cables.

Solstice Pavilion (Competition) With K. Tousant

Rovaniemi, Finland, 2012

This competition entry serves as a gathering place for outdoor enthusiasts. The projectâ&#x20AC;&#x2122;s form is inspired by the dramatically changing relationship between sun and horizon in northern Scandinavia, and is equipped with the amenities for typical solstice celebrations. Programmatic elements are layered vertically in accordance to time of day they are used.

FIREPIT

DINING AREA

SAUNA SLEEP CABIN

Work Samples

Various Locations, 2015

These drawings are a small sample of the work completed while employed as an architectural intern. During my employment I produced schematic designs, presentation drawings, marketing plans, working drawings, and tenant area certification plans using Revit and AutoCad in addition to coordinating with clients and consultants.

D07-12-14-0

T/O GIRTS (H.P.)

PREFINISHED METAL FLASHING: BF

124' -

123' - 6 T/O GIRTS (H.P.) 3/4" W1a EXTERIOR WALL @ OFFICE (11 1/2") R1

R1 R1

T/O 120' PURLINS - 6" (L.P.) T/O PURLINS (L.P.)

PREFIN METAL GUTTER

ENDFRAME RAFTER BY ROBERTSON BUILDING SYSTEMS

PREFIN METAL FLASHING

URLINS

120' -

PREFIN METAL GUTTER PREFIN METAL GUTTER BY ROBERTSON BUILDING SYSTEMS PREFIN METAL FLASHING PREFIN METAL FLASHING Z-PURLINS

W2 EIFS EXTERIOR WALL @ OFFICE (1'-6 1/2") EIFS SYSTEM - 1 GUTTER 1/2" EPS - SEE SPECIFICATIONS PREFIN METAL BY ROBERTSON VAPOUR PERMEABLE AIR BARRIER MEMBRANE BUILDING SYSTEMS (HENRY 'AIR-BLOC 17MR' OR EQ.) ON 1/2" DGGMETAL SHEATHING C/W TAPED JOINTS PREFIN FLASHING TAPE:BAKOR 'BLUESKIN' BREATHER TYPE, 12" WIDE, SELF-ADHESIVE, VAPOUR PERMEABLE 6" 18 GA. ST. ST. @ 16" O.C. 1/2" DGG SHEATHING W1 3" RIGID INSULATION (R15) 2 7/8" AIR SPACE EXTERIOR 3 5/8" ST. ST. @ 16" O.C. 3 1/2" MINERAL WOOL INSULATION (R13.5) 7/8" GALVANIZED STEEL HORIZONTAL 20 GAUGE FURRING CHANNELS 16" O.C. 6 MIL POLY. VAPOUR BARRIER 1/2" PTD GWB

Z-PURLINS

Z-PURLINS BY ROBERTSON BUILDING SYSTEMS

EXTERIOR

EXTERIOR EXTERIOR

EXTERIOR

WAREHOUSE LOFT

7'-2"

1'-2 1/4"

24'-0"

4'-0"

10'-10"

10'-9 7/8"

9'-0"

2'-8" 6"

5'-0"

1'-8" 2'-0"

MIN.

2'-0" MIN.

3" RIGID SM PERIMETER INSULATION

FREE DRAINING BACKFILL AS PER GEOTECHNICAL REPORT

2 A7 1 A8

ENGINEERED BACKFILL AS PER GEOTECHNICAL REPORT

1 PRE-ENG. WALLEIFS SECTION DOOR TYPICAL WALL@SECTION 1/2" = 1'-0" 1/2" = 1'-0" SCALE A6 SCALE

TYICAL PRE-ENG. ENDWALL SECTION SCALE 1/2" = 1'-0"

2'-0"

MIN. ENGINEERED BACKFILL AS PER GEOTECHNICAL REPORT

FREE DRAINING BACKFILL FIRESTOPPING - N/A THIS PROJECT

1.1

ENGINEERED BACKFILL AS PER GEOTECHNICAL REPORT

AS PER GEOTECHNICAL

ENGINEERED BACKFILL AS PER GEOTECHNICAL REPORT

TYPICAL OFFICE WALL SECTION SCALE 1/2" = 1'-0"

Suite 301, 1300 Carling Avenue OTTAWA, Ontario K1Z 7L2 Phone (613) 729-2211 Fax (613) 729-1558 E-mail: lkoffman@travelnet.com

FIRESTOP ALL FLOOR REPORT / WALL W3 / PARTITION FIRE SEPARATIONS AT ALL ROOF DECKS, BEAMS JOISTS, FLANKING WALLS, PENETRATIONS, ETC. WITH ULC APPROVED MATERIALS & SYSTEMS. NO GAP TO BE GREATER THAN 2 INCHES. ALL GAPS LESS THAN 5/8" - CAULK. ALL GAPS GREATER THAN 5/8" - EMPLOY COMPRESSED MINERAL WOOL FILL AND APPROVED SEALING MATERIAL BOTH SIDES. STANDARD OF ACCEPTANCE: FREE DRAINING BACKFILL MINERAL WOOL - HILTI THERMAFIBER (64 KG/M3) AS PER GEOTECHNICAL CAULK/SEALANT REPORT - HILTI CP606, HILTI CP601S OR - HILTI FS ONE

OWNER

REIMER WORLD PROPERTY CORP.

ENGINEERED BACKFILL AS PER GEOTECHNICAL REPORT PROJECT

STEEL STUD SYSTEMS DESIGN 1. SEE SPECIFICATIONS DIVISION 9. 2. ALL STUD SIZES, SPACINGS, SPANS, ETC. HEREIN ARE TO BE VERIFIED BY THE SUBTRADES DESIGN ENGINEER. ANY REQUIRED DESIGN CHANGES THAT DIFFER FROM SPECIFICATIONS HEREIN SHALL BE INCLUDED IN THE SUBTRADE'S COST OF WORK, 3 EIFSSTEEL. WALL SECTION INCLUDING ANY MISCELLANEOUS

3 PRE-ENG. VESTIBULE SECTIONWALL SECTION @ O/H DOOR = 1'-0" 1/2" = 1'-0" A7 1/2" SCALE SCALE

2 A6 2 A8

LEONARD KOFFMAN ARCHITECT

W3a R1 STANDING SEAM METAL ROOF 1 3/4" PREPAINTED 24 GA. GALVANIZED STEEL STANDING SEAM ROOF PANELS ON DRAPED BUILDING INSULATION C/W FOIL VB INTEGRAL ON 10" METAL PURLINS -SEE ROBERTSON DRAWINGS

FREE DRAINING BACKFILL FREE DRAINING ASBACKFILL PER GEOTECHNICAL AS PER GEOTECHNICAL REPORT REPORT

3" RIGID SM PERIMETER 3" INSULATION RIGID SM PERIMETER INSULATION

TYPICAL ROOF CONSTRUCTIONS

3" RIGID SM PERIMETER INSULATION

FREE DRAINING BACKFILL AS PER GEOTECHNICAL REPORT

100' - 0"

2'-0"

F2 MEZZANINE FLOOR STONE 3/4" T&G OSB OR PLYWOOD ON RETAININ 2x WOOD BLOCKING ON EARTH G WALL TJI PRE-ENG WOOD JOISTS -SEE STRUCTURAL DRAWINGS 10" BATT INSULATION (R38) 6 MIL POLY. VAPOUR BARRIER 1/2" GWB CEILING ON 1x WOOD FURRING 1'-1"

2'-0" MIN. 5'-0"

MIN. 5'-0"

FREE DRAINING BACKFILL AS PER GEOTECHNICAL REPORT

USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. COPYRIGHT RESERVED. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF LEONARD P KOFFMAN ARCHITECT AND SHALL NOT BE USED WITHOUT TH ARCHITECT'S CONSENT.

5'-4"

T/O LOADING GRADE

ENGINEERED BACKFILL AS PER GEOTECHNICAL REPORT

PERTINENT CODES AND BY-LAWS.

DO NOT SCALE DRAWINGS. F1 F1 THIS DRAWING MAY NOT BE

TYPICAL FLOOR CONSTRUCTIONS 100' - 0" T/O GROUND FLOOR

2'-0"

JUNE 18, 2015

DIMENSIONS SITE AND REPORT ALL ERRORS SILL GASKET AND PTON PLY BETWEEN SILL GASKET AND AND/OR PT PLYFURRINGS OMISSIONS TO THE ARCHITECT. HORIZONTAL BETWEEN VERTICAL ALL CONTRACTORS MUST COMPLY WITH ALL FURRINGS

F1 CONCRETE SLAB REINFORCED POURED CONCRETE SLAB ON GRADE -SEE STRUCTURAL

3" RIGID SM PERIMETER INSULATION

1'-1"

2'-0"

OWNER SUPPLIED DOCK LEVELER BY NORTHERN DOCK SYSTEMS

JUNE 18, 2015

TENDER

IT IS THE RESPONSIBILITY OF THE APPROPRIATE CONTRACTOR TO CHECK AND VERIFY ALL

P2 GENERAL PARTITION (7") PREFINISHED METAL SILL, 1/2" PTD GWB BOTH SIDES OF PREFINISHED METAL SILL, - COLOUR TOTO MATCH SIDING MATCH SIDING 2x6- COLOUR WOOD STUDS @ 16" O.C. 3" BATT INSULATION 6 MIL POLY. VAPOUR BARRIER FLOOR TO GWB @ U/S TJI's U/N

W3a

96' - 0"

MIN. 5'-0"

- COLOUR TOTO MATCH - COLOUR MATCH SIDING SIDING

6" 3'-5"

2'-0" 4'-0"

2'-0"

MIN.

4'-0" MIN. 5'-0"

TYPICAL PAIR OF DOCK BUMPERS PER O/H DOOR AS SELECTED BY EARTH OWNER

STONE RETAININ G WALL

3" RIGID SM 3" PERIMETER RIGID SM PERIMETER INSULATION INSULATION

ISSUED FOR THE PURPOSE OF:

PERMIT

OFFICE LUNCH ROOM GWB RETURN ALL AROUND CONSTRUCTION

MIN. 5'-0"

6'-8"

8'-0"

2'-0" 2'-0"

FLASHING MEMBRANE (HENRY 'AIR-BLOC No. DATE DESCRIPTION LF' OR EQ.) ON 5/8" PT. PLYWOOD REVISIONS: BLOCKING SCREWED TO ST.ST.@ HEADER, JAMBS & SILL

P1a GENERAL PARTITION (7") 1/2" PTD GWB BOTH SIDES OF 2x6 WOOD STUDS @ 16" O.C. METAL 3" BATTPREFINISHED INSULATION PREFINISHED METAL FLOOR TO GWB @ U/STRIM, TJI's U/N TRIM,

BOLLARD, - SEE DETAIL

6" 6"

1 1/2"

6" 4'-0"

3" BATT INSULATION FLOOR TO GWB @ U/S TJI's U/N

VESTIBULE

T/O GROUND FLOOR 100' - 0" T/O T/OGROUND GROUND FLOOR 100' - 0" FLOOR

MEETING ROOM

SEE ALSO NOTES BELOW FOR 'FIRESTOPPING' AND 'STEEL STUD SYSTEMS DESIGN'

SHIM & FOAM WINDOW FRAME ASAS SHIM & FOAM WINDOW FRAME REQUIRED, REQUIRED, P1 GENERAL PARTITION (4& 5/8") INSTALL FOAM BACKER ROD INSTALL FOAM BACKER ROD & 1/2" PTD GWB BOTH SIDES OF WEATHERPROOF SEALANT ALL WEATHERPROOF SEALANT ALL AROUND, INSIDE & OUT 2x4 WOOD STUDS @ 16" AROUND, INSIDE &O.C. OUT

SILL GASKET AND PT PLY BETWEEN VERTICAL FURRINGS

- 0" LOADING T/O LOADING 96' - 0" 96'T/O GRADE GRADE

MIN. 5'-0"

TERMINAL MANAGER'S OFFICE

PREFINISHED METAL TRIM, - COLOUR TO MATCH SIDING

100' - 0"

FREE DRAINING BACKFILL AS PER GEOTECHNICAL REPORT

10'-9 7/8"

10'-10"

WAREHOUSE

TYPICALMETAL PARTITION CONSTRUCTIONS PREFINISHED FLASHING, PREFINISHED METAL FLASHING, - COLOUR TOTO MATCH SIDING - COLOUR MATCH SIDING

OWNER SUPPLIED - O/H DOORS BY NORTHERN DOCK SYSTEMS (MANUAL OPERATION)

8'-6"

10'-11 1/4"

PREFINISHED METAL FLASHING, - COLOUR TO MATCH SIDING GARAGE DOOR COMPRESSION SEAL SUPPLIED AND INSTALLEDSHIM BY & FOAM DOOR FRAME AS W1a REQUIRED, NORTHERN DOCK SYSTEMS INSTALL FOAM BACKER ROD & WEATHERPROOF SEALANT ALL AROUND, INSIDE & OUT

F1 F1

1'-1"

1'-2 1/4"

24'-0" 1'-2 1/8"

SILL GASKET AND PT PLY BETWEEN HORIZONTAL FURRINGS

100'GROUND - 0" T/O GROUND FLOOR - 0"GROUND T/O FLOOR 100' - 0" 100'T/O FLOOR

W3a

W3a FOUNDATION WALLS 16" REINFORCED CONCRETE AS PER STRUCTURAL DWGS. 3" RIG. SM. INSULATION, ADHERED TO INTERIOR PERIMETER W1a W2 FROM U/S FLOOR SLAB TO 2'-0" BELOW FINISHED GRADE

SILL GASKET AND PT PLY BETWEEN HORIZONTAL FURRINGS

3" RIGID SM PERIMETER INSULATION

W3 FOUNDATION WALLS 10" REINFORCED CONCRETE AS PER STRUCTURAL DWGS. 3" RIG. SM. INSULATION, ADHERED TO INTERIOR PERIMETER FROM U/S FLOOR SLAB TO 2'-0" BELOW FINISHED GRADE

GENERAL OFFICE

2'-0"

3" RIGID INSULATION (R15) 3 5/8" ST. ST. @ 16" O.C. 6 MIL POLY. VAPOUR BARRIER 1/2" PTD GWB

VENTED ALUMINUM SOFFIT

PREFINISHED W2 STEEL LINER PANEL

WAREHOUSE

20'-0"

PREFIN METAL FLASHING, COLOUR - CRIMSON RED PREFIN METAL FLASHING COLOUR - CRIMSON RED PREFINISHED STEEL LINER PANEL

1'-2 1/2"

GARAGE DOOR COMPRESSION SEAL SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

10 1/8"

WAREHOUSE

T/O WAREHOUSE LOFT 112' - 0" T/O WAREHOUSE LOFT

1'-2 1/4"

112' - 0"

3'-6"

1'-2 1/8"

13'-4" 23'-6"

T/O WAREHOUSE LOFT

OWNER SUPPLIED - DOCK LEVELER BY NORTHERN DOCK SYSTEMS

SB-10

SCALE 1/2" = 1'-0"

APEX MOTOR EXPRESS TRUCK TERMINAL 1599 ST. LAURENT BLVD. OTTAWA, ONTARIO @ OFFICE WINDOW DRAWING TITLE

1. ALL CONTRACTORS READ AND COMPLY 3 SHALL OFFICE WALL SECTION WITH SB-10 PROJECT INFORMATION DETAILED FORMS 1/2" = 1'-0" IDENTIFIED IN THEA8 LIST OFSCALE CONTRACT DOCUMENTS ON DRAWING A0.

WALL SECTIONS @ WINDOW

12 DRAWN

283'-3"

DATE

30'-11"

30'-6"

24'-0"

30'-0"

24'-0"

23'-10"

SCALE

JUNE 04/15

PROJECT NORTH

AS NOTED PROJECT N째

1408 CONCRETE PAD FOR GENERATOR 5' x 10' +/- (TO SUIT) SEE CIVIL

REVISION N째

10'-0"

2'-0" 8'-0" 3'-6"

3'-3"

4 2

A PORTAL FRAME AND STORAGE CROSS BRACING ABOVE; SEE STRUCTURAL

W1a

DRIVER LUNCH ROOM/ LOCKERS

OFFICE LUNCH ROOM

3 A6 73'-6"

2 A6

3'-0" 2'-4" 2'-4" 3'-0" 8'-0" 3'-4" 8'-0"

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

YELLOW SAFETY STRIPE FOR SAFE PEDESTRIAN TRAVEL AREA

MALE WR 2 MALE WR 1

2'-0" 8'-0" 3'-6"

1'-6" 9'-0"

2'-0" 8'-0"

4'-6"

8'-0"

3 1

9 A1

TYPICAL DOCK LEVELER AND DUMPERS, - SEE DETAIL 3/A7

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS PORTAL FRAME AND CROSS BRACING ABOVE; DOCK LEVELER SEE STRUCTURAL SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS NOTE: PIT BOXES TO BE INSTALLED BY GENERAL CONTRACTOR

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

TYPICAL BOLLARDS AT OVERHEAD DOORS, - SEE DETAIL 2/A1

G04

F.F.E. = 100'-0" (71.2 GEODETIC)

W1 22 NOTE: ROBERTSON TO PROVIDE FULL VERTICAL LIFT BACKING FOR O/H DOOR INSTALLATION (SPRING PAD MOUNTS TO BE PROVIDED BY DOOR INSTALLER)

GENERAL OFFICE

PORTAL FRAME AND CROSS BRACING ABOVE; SEE STRUCTURAL

3 A8

1'-5"

2 A5

8'-0"

5'-0"

8'-0"

2'-4"

2'-6"

5 A5

8'-0" 3'-6" 2'-0"

9'-0" 1'-6"

8'-0" 4'-0" 8'-0" 2'-0"

1 1

1 2

1 3

1 4

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

1 7

1 8

1 9

G05

2'-0"

8'-0" 4'-0" 8'-0" 2'-0"

2'-0"

1 A5

1 A8

3 A5

3 A10

LINE OF CANOPY ABOVE

3'-4"

1 0

DOCK LEVELER SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS NOTE: PIT BOXES TO BE INSTALLED BY GENERAL CONTRACTOR

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

G06

3 A1

W1a

GROUND FLOOR PLAN SCALE 1/16" = 1'-0"

GARAGE DOOR COMPRESSION SEAL SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

G07

2 A8

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

TERMINAL MANAGER'S OFFICE

SALES MEETING OFFICE ROOM

1 A1

2'-0" 2'-0" 8'-0" 4'-0" 8'-0"

SB-10 NOTE: TEMPERATURE IN WAREHOUSE TO BE MAINTAINED AT 10째C MAX

W1a

PORTAL FRAME AND CROSS BRACING ABOVE; SEE STRUCTURAL

2'-0" 2'-0" 8'-0" 4'-0" 8'-0"

WAREHOUSE

UNISEX UNIVERSAL WR

1 A6

TYPICAL 8'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS GARAGE DOOR COMPRESSION SEAL SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

VESTIBULE

4 A1

2'-0" 3'-6" 8'-0"

G03

9'x9' OVERHEAD DOOR SUPPLIED AND INSTALLED BY NORTHERN DOCK SYSTEMS

1'-6" 9'-0"

8 A1

G01

3 A5

7 A1

G02

LINE OF CANOPY ABOVE

4 1

2'-0" 2'-0" 8'-0" 4'-0" 8'-0"

8'-0" 4'-0" 8'-0"

1 A5

2'-0" 2'-0" 8'-0" 4'-0" 8'-0"

7'-8" 3'-5"

36'-9"

4 A6

1'-6" 9'-0"

LINE OF CANOPY ABOVE

3'-4" 7'-9"

2'-0" 2'-2" 2'-6" 9'-0" 3'-4" 8'-0"

3'-6"

6 A1

UTILITY & NETWORKING

5 A1

3 A7

8'-0" 4'-0" 8'-0"

18'-0"

1 A2

2 A7

3'-9"

1 A7

2'-0"

1'-6 1/2"

12'-0"

DRAWING N째

2'-0"

48'-0"

4 A5

5 A5

3'-8"

12' WIDE CONCRETE RAMP UP

2 A5

2'-0"5'-0"

CONCRETE PAD FOR GARBAGE CONTAINER 12' x 18' +/- (TO SUIT) SEE CIVIL

36'-9"

EERED BACKFILL AS PER ECHNICAL REPORT

PREFIN METAL FLASHING, COLOUR - CRIMSON RED

W2a

W1 FRONT ENTRANCE CANOPY: 2-PLY MOD BIT ON 5/8" PT. PLY ON 2x10 PT FRAMING

20'-0"

PREFIN METAL FLASHING COLOUR - CRIMSON RED

VARIES, 20'-0" TO 23'-0 3/4"

112' - 0"

11'-6"

W1 W1 W2a

PROJECT SPECIFIC

16'-10"

WAREHOUSE LOFT

- ADJUSTABLE - ABOVE FINISHED FLOOR - BARRIER FREE - BOTH SIDES - CONTROL JOINT - COMPLETE WITH - DOOR/FRAME/HARDWARE - EQUAL - EXISTING - FIRE RESISTANCE RATING - GOOD ONE SIDE - INTERIOR DESIGN - NOT IN CONTRACT - NOT TO SCALE - ON CENTRES - OVERHEAD - PAINTED - PRESSURE TREATED 120' - 6" - UNDER COUNTER - UNLESS NOTED OTHERWISE - UNDERSIDE - WATER RESISTANT

ACT - ACOUSTICAL TILE Z-PURLINS BY ROBERTSON BUILDING ALUM - ALUMINUM SYSTEMS- CONCRETE CONC CL. - CLEAR ANODIZED ANOD CT - CERAMIC TILE DGG - DENS-GLASS GOLD EIFS - EXTERIOR INSULATED WAREHOUSE LOFT FINISHING SYSTEM FD - FLOOR DRAIN WAREHOUSE LOFT GWB - GYPSUM WALL BOARD HM - HOLLOW METAL W2a W2a EIFS EXTERIOR WALL @ WAREHOUSE LOFT (1'-6 1/2") PGWG - POLISHED GEORGIAN EIFS SYSTEM - 1 1/2" EPS - SEE SPECIFICATIONS WIRED GLASS VAPOUR PERMEABLE AIR BARRIER MEMBRANE PSF - PRESSED STEEL FRAME (HENRY 'AIR-BLOC 17MR' OR EQ.) ON EXTERIOR RB - 4" RUBBER BASE 1/2" DGG SHEATHING C/W TAPED JOINTS RD - ROOF DRAIN TAPE:BAKOR 'BLUESKIN' BREATHER TYPE, F2 F2 RWL - RAIN WATER LEADER 12" WIDE, SELF-ADHESIVE, VAPOUR PERMEABLE SCW - SOLID CORE WOOD 6" 18 GA. ST. ST. @ 16" O.C. ST.ST. - STEEL STUDS 112' - 0"1/2" DGG T/OSHEATHING WAREHOUSE LOFT 112' - 0"

WAREHOUSE LOFT EXTERIOR

F.R.R. G1S I.D. N.I.C. R1 N.T.S. O/C O/H PTD PT U/C U/N U/S WR

10'-10"

120' - 6"

1 1/2" PREPAINTED GALVANIZED STEEL SIDING PANELS (ROBERTSON) MECHANICALLY FASTENED TO Z-GIRTS 10" METAL HORIZONTAL Z-GIRTS (SEE ROBERTSON DWGS) DRAPED BUILDING INSULATION C/W FOIL VB INTEGRAL (R20) 7 1/2" BATT INSULATION TO FILL CAVITY (R26) 7/8" GALVANIZED STEEL VERTICAL 20 GAUGE FURRING CHANNELS 6"1/2" PTD T/O PURLINS (L.P.) GWB

2'-0"

120'PURLINS - 6" T/O PURLINS (L.P.) - 6"PURLINS T/O (L.P.) 120' - 6" 120'T/O (L.P.)

W1 PRE-ENG EXTERIOR WALL W/SIDING (11 3/4") COLOUR TO MATCH EIFS, B/S ON 'PEEL & STICK' WATERPROOF 1 1/2" PREPAINTED GALVANIZED STEEL SIDING PANELS CJ MEMBRANE (BAKOR 'BLUESKIN (ROBERTSON) MECHANICALLY FASTENED TO Z-GIRTS SA') C/W 10 1/4" METAL HORIZONTAL Z-GIRTS (SEE ROBERTSON DWGS) ON 5/8" PT. PLYWOOD D/F/H 0"DRAPED T/O ENTRANCE FACADE BUILDING INSULATION C/W FOIL VB INTEGRAL (R20) EQ PREFINISHED GALVANIZED STEEL LINER PANELS, EX TO 8'-0" HIGH

VARIES

T/O ENTRANCE FACADE

123' - 6 3/4"

ADJ A.F.F.

TYPICAL EXTERIOR WALL CONSTRUCTIONS

4" TO 1'-6"

124' - 0"

VARIES

GENERAL LEGEND

MIN.

VARIES

(H.P.)

PREFINISHED METAL FLASHING: COLOUR TO MATCH EIFS, ON 'PEEL & STICK' WATERPROOF MEMBRANE (BAKOR 'BLUESKIN SA') ON 5/8" PT. PLYWOOD R1

PREFINISHED METAL FLASHING: COLOUR TO MATCH EIFS, ON 'PEEL & STICK' WATERPROOF MEMBRANE (BAKOR 'BLUESKIN SA') ON 5/8" PT. PLYWOOD

T/O ENTRANCE FACADE R1

PREFIN METAL GABLE TRIM BY ROBERTSON BUILDING T/O GIRTS SYSTEMS

T/O GIRTS (H.P.) 123' - 6 3/4"

TYPICAL WALL, PARTITION, FLOOR & ROOF CONSTRUCTIONS

A 1

4" TO 1'-6"

124' - 0" 123' - 6 3/4"

4" TO 1'-6"

8'-0" 3'-0" 2'-4"

1 A10

3'-4"

8'-0" 2'-4"

3'-0"

9'-0" 1'-6"

3'-6" 8'-0" 2'-0"

8'-0" 4'-0" 8'-0" 2'-0"

2'-0"

8'-0" 4'-0" 8'-0" 2'-0"

2'-0"

8'-0" 3'-6" 2'-0"

9'-0"

8'-0"

4'-6"

8'-0"

1'-6" 2'-0"

4 A5

Profile

Beach volleyball player / bookworm / ping-pong expert / Toronto-based Ottawa Senators fan / Olympics enthusiast / summer cyclist / aspiring poolshark / dog person / cottage goer / skier and boarder / drummer

call : 613.791.5590 email : justin.spec@gmail.com send : 3991 St Laurent Blvd / H2W 1Y4 / Montreal, QC

Thank you for your consideration. Justin Spec