Architectural Portfolio of Derek Rudder by derekrudder

architectural

portfolio

derek rudder Select works 2007-2021

contents demonstration works Fairview Cottage

Ryerson Classroom Building

Midrise Office Building Renovation

construction drawings

Urban Wood-Framed House

Semi-Detached Renovation

Rueman House

Clermont Residence

commissioned designs

Wharrenville

Tashmaine Lodge

Dovedale House

Fescue House

Townhouse Developments

Academic projects

Harbour View Technical Institute

Kingston Marine Research Facility

Scale Models

demon

nstration demonstration works works

fairview cottage Revit demonstration project

A103

ENTRY FOYER DN

BATHRM

RESTRM 2

STORAGE

FOYER

DESIGN STUDIO

A103

BEDROOM DN

A103

KITCHEN

TERRACE

BALCONY

OPEN TO BELOW

LIVING

DINING UP

PATIO

Level 1

1/8" = 1'-0"

No.

Description

1/8" = 1'-0"

Date

CKAR785 - Assignment 02

Floor Plans

FAIRVIEW COTTAGE

Date

#16 Imaginary Cresent, Vista Hill, Tranquil Island

Drawn by

Site

Checked by

1" = 20'-0" No.

DR STUDIO DEREK RUDDER ETOBICOKE, M9W 2T1, ON TEL: 647-819-8441

CKAR785-0002 01 March 2020 Derek Rudder -

Project number

Description

1/8" = 1'-0"

Date

CKAR785 - Assignment 02

FAIRVIEW COTTAGE

A102 Scale

Site Plan Project number Date

CKAR785-0002 01 March 2020

3/2/2020 1:57:27 AM

DR STUDIO

RyersonDEREK / IPLAN Assignment RUDDER ETOBICOKE, M9W 2T1, ON Residential design scheme TEL: 647-819-8441 EMAIL: DRSTUDIO246@GMAIL.COM Year: 2020 WEB: DEREKRUDDER.WIX.COM/DRSTUDIO Software: Revit

Level 2

7:27 AM

No.

DR STUDIO DEREK RUDDER ETOBICOKE, M9W 2T1, ON TEL: 647-819-8441 EMAIL: DRSTUDIO246@GMAIL.COM

Description

Date

CKAR785 - Assignment 02

FAIRVIEW COTTAGE

Perspectives Project number Date

CKAR785-0002 01 March 2020

A100

Roof

10' - 6"

20' - 0"

Level 2

9' - 6"

Entry Level 3' - 6"

LIVING ROOM

FOYER

Level 1 0' - 0"

Section 1 1/4" = 1'-0"

No.

Roof 20' - 0"

Description

Date

CKAR785 - Assignment 02

DR STUDIO DEREK RUDDER ETOBICOKE, M9W 2T1, ON TEL: 647-819-8441 EMAIL: DRSTUDIO246@GMAIL.COM WEB: DEREKRUDDER.WIX.COM/DRSTUDIO

Sections

FAIRVIEW COTTAGE

Project number Date Drawn by

#16 Imaginary Cresent, Vista Hill, Tranquil Island

Checked by

Level 2 9' - 6"

CKAR785-0002 01 March 2020 Derek Rudder -

Roof 20' - 0"

A103 Scale

1/4" = 1'-0" Level 2 9' - 6"

Entry Level

3' - 6"

3' - 6" Level 1

Level 1 0' - 0"

0' - 0"

East 1/8" = 1'-0"

North 1/8" = 1'-0"

5/4/2020 2:14:51 PM

Roof

20' - 0"

Roof

20' - 0" Level 2

9' - 6"

Level 2 9' - 6" Level 1 0' - 0"

Entry Level

Entry Level Level 2

3' - 6"

3' - 6" 9' - 6" Level 1 0' - 0" Entry Level

Entry Level 3' - 6"

Level 1

East

0' - 0"

ENTRY FOYER ENTRY FOYER

1/8" = 1'-0"

East

0' - 0"

1/8" = 1'-0"

3' - 6" Level 1

North North 1/8" = 1'-0"

LIVING SPACE LIVING SPACE Roof

Roof

20' - 0"

Roof

9' - 6" Level 2 9' - 6" Level 1

Roof No.

Description

20' - 0" Level 2

Date

CKAR785 - Assignment 02

DR STUDIO DEREK RUDDER ETOBICOKE, M9W 2T1, ON TEL: 647-819-8441 EMAIL: DRSTUDIO246@GMAIL.COM WEB: DEREKRUDDER.WIX.COM/DRSTUDIO

Internal Perspectives9' - 6"

FAIRVIEW COTTAGE

Project number Date Drawn by

#16 Imaginary Cresent, Vista Hill, Tranquil Island

0' - 0"

Checked by

Level 1

CKAR785-0002 01 March 2020 Derek Rudder -

Level 2

A105 9' - 6" Level 1

Scale

0' - 0" Level 1

0' - 0"

West 1/8" = 1'-0"

West

South 1/8" = 1'-0"

South

3/2/2020 1:57:35 AM

20' - 0" Level 2

ryerson classroom b

iplan course gro 1

Gerrard Street

A113

1 DN DN

Mutual Street

Resourse room

Waiting Area

Reception

2 Bathroom M.

Recept office

Universal Washroom DN UP

Bathroom F.

Utility

3 DN

Recycling DN

Exit Through Lobby

Cafeteria / Lunch Room

Ramp Down To Parking

Ryerson / JVS IPLAN Final Project Group 1 Members:

Yvonne Chu, Sajad Kordi, Marbel Moncada, Shailja Nagar, Derek Rudder,

Ryerson Classroom Building

101 Gerrard Street, Toronto, ON

Level 1 Floor Plan

level 1 plan

ENTRY LOBBY

level 2 plan

Date

14th April, 2020

Scale

1 : 200

FEATURE STAIR & BALCONY AT LEVEL 2

A101

4/13/2020 8:37:29 PM

A114

FEATURE STAIR AT LEVEL 3

ssroom building

roup final project

A demonstration project to employ knowledge of Revit, Ontario Building Code, and Canadian construction materials and methods. Role: Designed and modelled internal layout, considering OBC accessibility and fire safety regulations. Prepared presentation drawings and illustrations, collaborated on OBC requirements. Year: 2020 Software: Revit

A D

OBC Fire Safety Requirements

A. Corridor Width – 3.3.1.9.(2)(b) B. No dead-end corridors to avoid – 3.3.1.9.(8) C. Egress Doorways – 3.3.1.5.(1), (2) D. Distance between Exits – 3.4.2.3.(1)(a) E. Location of Exits – 3.4.2.5.(1)(c)

Legend

level 3 plan

CLASSROOM AT LEVEL 3

level 6 plan

ATRIUM AT LEVEL 6

Circulation Occupied - Classrooms Occupied - Gathering/Meeting Occupied - Offices Service Space Vertical Circulation

ATRIUM AT LEVEL 7

Roof 33.0 Level 7 28.5 Level 6 24.0 Level 5 19.5 Level 4 15.0 Level 3 10.5 Level 2 6.0 Level 1 1.0

structural frame

North elevation North Elevation

(by group member)

1 : 250 Ryerson / JVS IPLAN Final Project

Ryerso

Group 1 Yvonne Chu, Sajad Kordi, Members: Marbel Moncada, Shailja Nagar, Derek Rudder,

structural detail (by group member)

envelope panel detail (by group member)

exterior envelope detail (by group member)

Roof 33.0

Level 7 28.5

Level 6 24.0

Level 5 19.5

Level 4 15.0

Level 3 10.5

Level 2 6.0

Level 1 1.0

Basement 1 -3.5 Basement 2 -7.4 Basement 3 -11.2 Basement 4 -15.1

Ryerson / JVS IPLAN Final Project Group 1 Yvonne Chu, Sajad Kordi, Members: Marbel Moncada, Shailja Nagar, Derek Rudder,

Ryerson Classroom Building 101 Gerrard Street, Toronto, ON

sectional axonometric Building Section 2 Date

14th April, 2020

Scale

1 : 200

A114

4/13/2020 8:45:04 PM

building section 2

interconnected floors obc compliance

Group 1: Classroom Building

emergency exit stairs obc compliance

Group 1: Classroom Building

Ontario Building Code Analysis

Barrier free washrooms obc compliance

Ontario Building Code Analysis

Table 3.1.3.1 Major Occupancy Fire Separation Major Minimum Fire resistance rating of fire separation Occupancy (Hours) A2

A2 N/A

D 1

F3 1

Total Occupant Load of the building : 1606 persons

Storey/Level

Occupancy name

Occupancy type

Occupant load (As per OBC Section: 3.1.17.1)

Basement (4 Levels)

Parking Garage

Group F3

98.4

102

First Level

Assembly + Office

Group A2 + Group D

248

247

Occupant load proposed in design. (< 300)

Building height : 33M : Midrise Building (As per section 3.2.6.1.(1)(a)(i)(ii)

Section 3.1.3: Multiple Occupancy Requirements

2 hr. 1.5 hr. 2 hr.

1 hr.

OBC Code OBC Occupancy Type of Section Type Construction

Fire Separation Floor Fire FRR of FRR of Resistance Mezza Roof Rating (FRR) nine

Sprinklered/ NonSprinklered

3.2.2.23

2 Hours

Sprinklered

3.2.2.49

3.2.2.73

NonCombustible NonCombustible NonCombustible

1 Hour -

2 Hours

1 Hour -

Sprinklered

2 Hours

1 Hour -

Sprinklered

Sr.No.

Fire separation assembly

Fire resistance rating

01.

Floor Assembly above grade

2 hr

Code references.

Second Level

Assembly

Group A2

225.9

215

02.

Floor Assembly below grade

2 hr

As per 3.2.1.4. In conformance with 3.2.2.23. 3.2.2.15.(2)(b)(ii)

Third Level

Assembly

Group A2

316.8

299

03.

2 hr

3.2.2.23 & 3.2.2.49

Fourth Level

Assembly

Group A2

311.3

298

Fifth Level

Assembly

Group A2

331.4

246

04.

1 hr

Table 3.1.3.1.

05.

Load bearing columns/structure Separation Between Occupancy (A2 – D) Exit Stairs

2 hr

3.4.4.1(1)

06.

Elevator Hoist way

1.5 hr

Table 3.5.3.1

07.

Vertical Service Shafts

1 hr

3.5.3.1 & Table 3.6.3.1

Sixth Level

Offices

Group D

92.6

107

Seventh Level

Offices

Group D

65.4

Roof

building classification & occupancy load (by group member)

2 hr.

fire separations & Resistance Ratings (by group member)

external perspective

(Building envelope designed, modelled, and rendered by group member)

building anatomy workset diagram

1 1

2 2

3 3

1 1

4 4

A A

1b 1b

2 2

A A

3 3

A111 1 A111

4b 4b

4 4

DN DN UP UP

410 410

409

Restroom M.

Restroom F.

Restroom407 M.

406

Restroom F.

407

406

Kitchenette 33 m² Kitchenette 405 33 m² 405

409

B B

408 408

8.84 m 8.84 m

A115

A111 2

C C

A111

404

UP DN

Rental Suite 4B

C C

D2 D2 D D

D D

Rental Suite 4A Rental Suite 4A

404

UP 21.03 m 21.03 m

A115

Kitchenette 35 m² Kitchenette 35 m²

414

401

414

401 415

A114

Rental Suite 4B

Elev.

412

Elev.

411 Elev.

403

412

Lobby

411

403

Lobby

415

402

413

402 416

413

416

1 A114 1

Demolition plan

level 4 plan

A114

New Roof 24.38 m New Roof 24.38 m

Ryerson / IPLAN Assignment Urban mid-rise design scheme Year: 2020 Software: Revit

LEVEL 6 20.42 m LEVEL 6 20.42 m LEVEL 5 16.46 m LEVEL 5 16.46 m LEVEL 4 12.50 m LEVEL 4 12.50 m LEVEL 3 8.02 m LEVEL 3 8.02 m

Demolition Elevation

proposed Elevation

office building renovation

Revit demonstration project

2 A112

New Roof 24.38 m

D 1 A112 LEVEL 6 20.42 m

3.96 m

New Roof 24.38 m

LEVEL 5 16.46 m

3.96 m

LEVEL 6 20.42 m

LEVEL 5 16.46 m 3.96 m

LEVEL 4 12.50 m

4.47 m

LEVEL 4 12.50 m

LEVEL 3 8.02 m

4.06 m

LEVEL 3 8.02 m

LEVEL 2 3.96 m

3.96 m

LEVEL 2 3.96 m

Section 1

LEVEL 1 0.00 m

wall Section 1

FOUNDATION -1.22 m

19mm Exterior Grade Sheathing w/ P.T. Wood Blocking as needed to maintain slope

Glazed Spandrel Panel

1.20 m

Batt Insulation in Cavity

Rigid Insulation W/ Sloped top surface

Rein. Concrete Flat Slab

0.20 m

New Roof 24.38 m

Window wall system, to manufactures spec.

CALLOUT DETAIL Door Schedule

Room Schedule Number

Name

Level LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 3 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6

103 104 105 106 107 108 109 110 111 112

Restaurant Kitchen Office Space Staff Corridor Restroom F. Unisex Restroom M. Supplies Waste

290 m² 156 m² 19 m² 29 m² 32 m² 14 m² 5 m² 14 m² 10 m² 8 m²

201 202 203 204 205 206

Rental Suite 2A Kitchenette Rental Suite 2B Kitchenette Restroom M. Restroom F.

232 m² 33 m² 235 m² 35 m² 21 m² 22 m²

301 302 303 304 305 306 307

Rental Suite 3A Kitchenette Rental Suite 3B Kitchenette Restroom M. Restroom F. Balcony

128 m² 35 m² 129 m² 25 m² 21 m² 22 m² 223 m²

401 402 403 404 405 406

Rental Suite 4A Rental Suite 4B Kitchenette Kitchenette Restroom F. Restroom M.

210 m² 204 m² 35 m² 33 m² 22 m² 21 m²

501 502 503 504 505 506

Rental Suite 5A Rental Suite 5B Kitchenette Kitchenette Restroom F. Restroom M.

210 m² 204 m² 35 m² 33 m² 22 m² 21 m²

601 602 603 604 605 606

Rental Suite 6A Rental Suite 6B Kitchenette Kitchenette Restroom F. Restroom M.

210 m² 204 m² 35 m² 33 m² 22 m² 21 m²

SCHEDULES

Door Schedule

Area Mark

Comments

LEVEL 1 LEVEL 1 100 LEVEL 1 101 LEVEL 1 102 LEVEL 1 103 LEVEL 1 103 LEVEL 1 104 LEVEL 1 105 LEVEL 1 Ryerson 106 JVS - IPLAN LEVEL 1 107 LEVEL 1 108 CKAR785 LEVEL 1 109Assignment 3 LEVEL 1 110 LEVEL 1 111 Unnamed LEVEL 1 112 LEVEL 1 113 Project number Project Number LEVEL 1 Date 114 Issue Date LEVEL 1 115 LEVEL 1 116 LEVEL 1 Scale 117 As indicated LEVEL 1 118 LEVEL 1 119 LEVEL 1 120 LEVEL 1 121 LEVEL 1 122 LEVEL 1 123 LEVEL 1 124 LEVEL 1 125 LEVEL 1 126 LEVEL 1 127 LEVEL 1 128 LEVEL 1 129 LEVEL 2 LEVEL 2 201 Suite A Entry LEVEL 2 202 Suite B Entry LEVEL 2 203 Lobby Fire Exit LEVEL 2 204 Suite B Rear LEVEL 2 206 Restroom F. LEVEL 2 207 Restroom M. LEVEL 2 208 Suite A Kitchenette LEVEL 2 209 Suite A Rear LEVEL 2 210 Rear Fire Exit LEVEL 2 211 LEVEL 2 212 LEVEL 2 213 Suite B office LEVEL 2 215 Suite A office LEVEL 2 217 Suite B Kitchenette LEVEL 2 319 LEVEL 2 320 Old Roof Old Roof 318

A112

Width

5/5/2020 6:26:27 PM

Level

1737 1737 1737 864 1737 914 914 762 914 914 762 762 762 813 813 1829 813 813 864 1829 914 914 914 1067 914 1067 914 610 610 610 610 1737 1736 864 864 914 914 864 864 864 914 914 914 914 864 950 950 1862

Rough Height

Rough Width

2235 2235

1016 1016

2235

1930

Level LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 5 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6 LEVEL 6

Mark

Comments

Width

401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416

1737 1736 864 864 864 914 914 864 864 864 914 914 950 950 950 950

501 502 503 504 506 507 508 509 510 511 512 513 514 515 516 517

1737 1736 864 864 914 914 864 864 864 914 914 864 950 950 950 950

601 602 603 604 606 607 608 609 610 611 612 613 614 615 616 617

1737 1736 864 864 914 914 864 864 864 914 914 950 864 950 950 950

EXPOSED STRUCTURE DISPLACED facade

Rough Height

Rough Width

Ryerson JVS - IPLAN CKAR785 Assignment 3 2

Stairwell Illustration

EXTERNAL PERSPECTIVE

Stair Detail - Rear Fire Escape Project number Date

Project Number Issue Date

A113 Scale

1 : 75

/1/2020 7:34:08 AM

SECTIONAL STAIR AXONOMETRIC

constr

uction construction drawings drawings

urban wood-framed house TORONTO

SCOPE OF WORK

2'-5"

3138.7 sq.ft ASPHALT SHINGLES

BUILDING AREA - PROPOSED

EXISTING HOUSE

Window Details 2

METAL CANT FLASHING

264.5 sq.ft

A-21

Door Schedule

WOOD FASCIA

EX-1

Removals Plan,

S-1

Foundation Plan

S-2

Ground & Second Floor Framing Plans

FIXED W-101

2'-0"

1481.7 sq.ft

FIXED METAL GUARD

WOOD PORCH

HSS POST

PROPERTY LINE SOUTH SIDE

NT SLAB

SOUTH

NORTH

Third Floor & Roof Framing Plans

TILT & TURN WINDOW

S-4

Structural Cross Section A

S-5

SIDING Cross Section B Structural

S-6

Structural Long Section C

S-7

Structural Details

WOOD

FIXED

M-1 M-1

Mechanical Notes & Legends Mechanical Notes & Legends

M-2

Basement & First Floor Plumbing

M-3

FRONT VIEW OF PROPOSED

T.O. 2ND FLOOR SUB-FLOOR

Shoring Detail

FIXED

S-3 FIXED WINDOW

9'-9"

A-20

WOOD SIDING

29'-4 7/8"

5'-6" R.O.

Window Details 1

2'-0"

W-204

Window Schedule & Elevations

TILT & TURN 69.0 m² 742.7 WINDOW sq.ft BRICK (50% of the Rear Yard Area) VENEER

CASEMENT WINDOW

Architectural Details 3 (2nd & 3rd Flr)

A-19

REAR YARD SOFT LANDSCAPE AREA

1 1/2"

W-002

archicad renderingS

PROPERTY LINE NORTH SIDE

8'-8"

REAR VIEW OF PROPOSED

WOOD POST

WOOD STEPS

Architectural Details 2 (2nd & 3rd Flr)

Guardrail Details

137.7 m²

WOOD STEPS

A-11 A-12

T.O. 3RD FLOOR SUB-FLOOR

A-18

B-FLOOR WOOD DECK

Architectural Details 1 (Ground Floor)

W-201

1198.9 sq.ft

REAR YARD AREA

SWING DOOR

Long Section D

A-10

Stair Layout & Section

8.3 m² 89.3 sq.ft (34% of the Front Yard Area)

D-101

Long Section C

A-9

A-15

FRONT YARD SOFT LANDSCAPE AREA

FIXED WINDOW

Cross Section A & B

A-8

1'-5 1/8"

TILT & TURN WINDOW

8'-0"

8'-0" R.O.

7'-10 1/2" R.O.

D-102

OUTLINE OF EXISTING HOUSE AT 758 MARKHAM STREET

OUTLINE OF EXISTING HOUSE AT 762 MARKHAM STREET

SLIDING DOOR

North Elevation

A-7

A-14

BRICK VENEER

81.8 sq.ft

24.6 m²

OUTLINE OF EXISTING HOUSE AT 758 MARKHAM STREET

3'-2"

FRONT YARD AREA

FIXED WINDOW

TILT & TURN WINDOW

7.6 m²

A-6

TILT & TURN

METAL FLASHING

FRONT PORCH

W-104

FIXED WINDOW

111.40 m²

South Elevation

WINDOW A-13 Architectural Details 4 (Roof)

3041.6 sq.ft 7'-6"

32'-11"

7'-6"

BASEMENT

20'-3"

W-105

5'-6" R.O.

W-202

ARCYLIC STUCCO EIF SYSTEM

T.O. GROUND FLOOR SUB-FLOOR

Second & Third Floor Plumbing

SWING DOOR

M-4D-001

Basement & First Floor HVAC

M-5

Second & Third Floor HVAC

M-6

Basement & First Floor Heating

M-7

Second & Third Floor Heating

M-8

Heating System Schematic

M-9

Floor Heating System Specifications and Installation Notes

M-10

Mechanical Specification, Notes & Equipment Schedules SLAB T.O. BASEMENT

M-11

Mechanical Details

SOUTH

NORTH

6 0.

4.10

4.0

Tend

3.1

Revi Subm

3.0

Build Subm

No.

Issue N

1'-0"

Information for this Site Plan has been taken from a survey by: P. Salna Company Ltd., O.L.S. October 4, 2008

EAST ELEVATION (FRONT) SCALE: 1/4" =

1'-0"

CONCRETE WALK - 3" Concrete sidewalk, broom finish - Slope 1% to front, and from both house walls to center-line of space between - 6" gravel base

ELLING

SCALE: 1/4" =

No 762

WEST ELEVATION (REAR) REY BRICK

TY LINE

Part of Lot 170 Registered Plan 219 City Of Toronto

= 150.72

10'-6"

282.6 m² +- 3'-6"

STUCCO SILL

3'-6" GUARD

STUCCO SILL

B-FLOOR

TOTAL +- 3'-2"

FASCIA 1225.8WOOD sq.ft 1225.8 sq.ft 590.0 sq.ft

3'-6" GUARD

TILT & TURN WINDOW

113.9 m² 113.9 m² & TURN 54.8 m² TILT WINDOW

R.O.

FIXED WINDOW

DOOR D-201

4'-4" R.O.

9'-9"

FIXED WINDOW

29'-5"

TILT & TURN WINDOW

GROUND FLOOR SECOND FLOOR THIRD FLOOR

W-203

W-207

W-208

(Front & Rear)

A-5

10'-6"

METAL CANT FLASHING

EXISTING GARAGE

Roof Plan

8'-8"

B-FLOOR

Second & Third Floor Plans

A-3

PROPERTY LINE NORTH SIDE

3'-5 1/2"

3'-6" GUARD

291.6 m²

A-2

9'-2"

W-301

METAL FLASHING

LOT AREA

Basment & Ground Floor Plans

TILT & TURN A-4 East & West Elevations WINDOW

WINDOW

STUCCO SILL ARCYLIC STUCCO EIF SYSTEM

T.O. ROOF FRAMING

A-1

WOOD SIDING

SITE INFORMATION

WINDOW

Site Plan

6'-10"

TILT & TURN WINDOW

7'-9 1/2"

WOOD GUARD

FIXED WINDOW

4'-4" R.O.

SLIDING DOOR D-301

6'-10 1/2" R.O.

9'-2"

W-305

4'-4" R.O.

FIXED WINDOW

SHEET NAME

SP-1

8'-1" R.O.

W-304

5'-2" R.O.

WOOD FASCIA ASPHALT SHINGLES

WOOD SIDING

METAL CANT FLASHING

FRAMING

TENDER SET SHEET LIST SHEET ID

- Removal of entire existingMETAL 1-storey house CANT FLASHING (garage structure to remain) - Make good to newly exposed foundation walls of neighbouringBITUMEN MEMBRANE houses at #758 & #762 Markham Street WOOD FASCIA - Make good to newly exposed external wall (above grade) at north side of house at #758 Markham Street - Construction of proposed house at #760 Markham Street FIXED TILT & TURN

OUTLINE OF EXISTING HOUSE AT 762 MARKHAM STREET

In-Office Construction Drawings (Design by employer) Phase: Permit set / Tender set Year: 2021 Software: Archicad All drawings derived directly from the 3D model.

4 A-6 A A-7

SEMBLY double base plate

blue or pink polystyrene, m t base base

B A-7

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

24'-0"

2'-6 1/2"

11'-11" EQ.

wool or equiv. wrapped and sealed

SCUPPER

GUARD RAIL

5 1/2"

6'-1" 3

CLOSET

FIXTURES & MILLWORK SUPPLIED BY OTHERS

D-303

Aligned with ledger overhead, see Detail __

D A-9

BATHROOM 4

3'-8 1/2"

VANITY

KNEE-WALL

SHOWER

W-307B

8'-0"

2'-0"

2'-6"

D-302

W-306

KNEE-WALL

, double base plate

WALL FRAME BELOW

W-301

14'-0"

1'-10 1/2"

4'-3" SKYLIGHT ABOVE

SKY-1

C A-8

2'-6"

4'-3"

1'-4 1/2"

& DORMER

1 A-4

KNEE-WALL

LANDING 2

W-304

4'-8"

C A-8

STUDY 16'-1"

3'-8 1/2"

ds, R-24, Rockwool or equiv.

8'-2"

KNEE-WALL

10'-4 1/2"

WOOD SLAT GUARD

GUEST ROOM

WALL MTD. HANDRAIL

5'-4"

ROOF DECK

D-301

STAIR WELL

14'-8"

2 A-4

Schedule

7'-6 1/4"

DN GUARD RAIL

double base plate or grade Gypsum Board FS, including: ed drainage flute back se, Recessed Control joints,

8" 3'-4"

18'-8"

m Board

SMOKE & CO2 DECTECTOR

W-305

4'-8"

n, R-24

13'-1" R.O.

at, Durex Classic Venician finish coat ed Base, Recessed Control joints,

BASIN

7'-6 7/8"

DIAGONAL GUARD BRACING, 4'-0" c/c max spacing, see detail

D A-9

4'-3"

KNEE-WALL

1'-4 1/2"

2'-0"

CAN/ULC S101, ULC Design W489 /c, double base plate erior grade Gypsum Board EIFS, Equalite Select by Durabond: Durex AirStop, trowel applied Equalite Select, R-12, drained back

W-307A

METAL EDGE FLASHING

6'-9"

Schedule

METAL EDGE FLASHING SCUPPER

or pink extruded 3'-6"

8'-2"

7'-4"

4 A-6

3'-5"

1'-10 1/2" 4'-3"

3'-8" R.O.

11'-8 1/2"

20'-9"

5'-5"

W-101

11'-4 1/ 2" R.O.

100 Sunr Toronto, O

1 A-4

760 Markh 3'-0" 1% SLOPE

WOOD STEPS

5'-5 1/2" W-102A

New Ho

C A-8 7'-2"

3'-5"

FRONT PORCH

3'-4" R.O.

2'-6"

ENTRY

D-101

2'-8"

WOOD SLAT GUARD

Toronto, On

DRAWING

Second & Th Plans

SCUPPER

METAL EDGE FLASHING WOOD SCREEN

3 A-14

W-102B

W-103A

Nikolic Resid

1'-0" 22'-2"

8'-2"

david@ma

C A-8

4'-3"

W-202

1% SLOPE

W-204

BAY LEDGE

David Fujiwara A R C

CLOSET EQ

D-107

1 A-4

8, 9, 10 A-20

3'-8" 3'-0"

13 A-20

5'-2"

W-201

W-203

3'-8"

8 1/2" 10'-8 1/2"

5'-10"

2 A-14 22 OPEN TO BELOW

2'-0"

3'-8" R.O.

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

10'-8 1/2" 4'-1 1/2"

EQ.

5'-10"

WALL MTD. HANDRAIL

WOOD SLAT GUARD

WALL MTD. HANDRAIL

13'-5 1/2"

LIGHTWELL BELOW

FRONT PATIO ROOF

BEDROOM 2

CLOSET MILLWORK BY OTHERS

Issue Name / Status

D A-9

10"

W-103B

W-205A

Building Permit Submission

No.

D A-9

EXT. LEDGE

LANDING 1 (ABOVE)

4'-1"

W-206A

26 BATH RM. 1

W-205B

D-104

SHAFT

2'-4"

4'-0 5/8"

BATHROOM 2

LANDING 2

WOOD SLAT GUARD

W-206B

MILLWORK BY OTHERS

SHOWER

STAIR WELL

D-103

4'-6"

FLOOR EDGE ABOVE

4'-0"

22 2

D-202

3.0

12 A-20

1'-0 1/2" R.O.

3'-8 1/2"

BAY LEDGE BAY WINDOW LEDGE

LIVING ROOM 3 BEDROOM

3'-9 1/2"

3'-4"

FIXTURES & MILLWORK WC SUPPLIED BY 26 OTHERS

FIXTURES & MILLWORK SUPPLIED BY26 OTHERS WC

3'-2 1/2"

BATH 24 RM. 3

4'-11 3/4"

BASIN

FIXTURES & MILLWORK SUPPLIED BY BASIN OTHERS VANITY

D-106

10'-0"

8'-4"

VANITY

26 D-105

ENSUITE 22 BATHROOM

EQ.

BASIN

VANITY

EQ. 24

3'-8"

6' TUB

3'-8"

BEDROOM 4

9'-3 1/2" BASIN

1'-8"

22 MILLWORK BY OTHERS

10'-0"

1'-0"

4'-6"

4'-10"

D-205 D-206

D-208 8'-10"

MILLWORK BY OTHERS

FLOOR EDGE UP ABOVE

2'-4"

9'-0"

W-104

4'-1" R.O.

SINK DN

BULKHEAD OVERHEAD

2'-8"

EQ.

3'-6" D-201

GUARD W-105 W-207

2'-7"

2'-7" 4'-1" R.O.

ISLAND

Revised Building Per Submission

5'-4"

2'-8"

RANGE & EXHAUST HOOD

D-204

SHOWER

EQ.

11'-5"

D-102

9'-1" R.O.

11'-1" 21'-5"

3'-1" R.O.

5'-4" 21'-5"

4'-9"

4'-7"

24 WOOD FRAMED GLAZED WALL

D-208

MILLWORK BY OTHERS

SMOKE & CO2 DECTECTOR

KITCHEN

4'-0"

SMOKE & CO2 DECTECTOR

C A-8

OPEN TO BELOW

MILLWORK BY OTHERS

EQ.

MASTER BEDROOM

SHAFT

FREEZER

COUNTER

EQ.

FRIDGE

1'-4 1/2"

22 STEAM OVEN COFFEE MACHINE

EQ.

4'-9"

22 DOUBLE CONVECTION OVEN

D-207

REAR PATIO

1'-10"

DRY

LAUNDRY

4'-2"

WASH

CLOSET

CLOSET MILLWORK BY OTHERS

1'-4 1/2"

WALK - IN SHAFT CLOSET

MILLWORK BY OTHERS

7'-11"

W-208

5'-9" R.O.

1'-0"

BULKHEAD OVERHEAD 22

4'-0"

LINEN

2'-3 1/4"

5'-8"

12'-7 1/2"

9'-6 1/2" 22'-2"18'-2"

15'-8" 18'-2"

6'-5 1/2" 2'-7" R.O. 7'-6"

A 2'-7" A-7

R.O.

1'-0" 3'-8"

3'-8"

13'-10"

12'-3 1/2" 31'-7" 25'-10 1/2"

2'-7" R.O. 5'-5 1/2"

4'-0"

2'-7" R.O. 54'-9"

3 A-5

22'-1 1/2"

B A-7

25'-10 1/2"

DRAWN BY

1'-10 1/2" 1'-3 3/4" 1'-10 1/2"

3'-0"

MILLWORK BY OTHERS

C A-8

14'-9"

D-203

1'-6"

3'-0"

25 3

DINING ROOM WOOD STEPS

3'-0"

Tender Set Issued

3.1

6'-2"

PRO

2 A-4

19'-9"

W-209B

4.0

AIL

ment bars at all wall

14'-9"

RD R

or equiv.

n bay ledge) edule

3'-0"W-209A

3'-2 1/2"

1'-10 1/2"

D A-9

2 A-4

8'-2"

GUA

ed Maibec, e

6'-4"

-24, Rockwool or equiv.

nk extruded

17'-11 1/2"

14'-8 1/2"

14'-3"

Schedule

ertical,

1'-10 1/2"

8'-11"

12'-11"

ble base plate

1'-0"

urex Classic Venician finish coat ase, Recessed Control joints, ly Schedule

RMER

7'-1"

SCALE: 1/4" =

12'-7 1/2"

ULC S101, ULC Design W489 L ASSEMBLY ouble base plate grade Gypsum Board Equalite Select by Durabond: Schedule AirStop, trowel applied alite Select, R-12, drained back

modify wall assembly as follows edule S) psum Board) nstructions, see Bathroom Elevations

THIRD FLOOR CONSTRUCTION PLAN

A-6 35'-2 A-71/2"

28'-7 1/2"

D A-9

Yble base plate ade Gypsum Board cluding: Schedule nage flute back Recessed Control joints,

D4 54'-9"

A A-7

2'-7" R.O.

B A-7

E 15'-1 1/8"

LY ard

11'-11" 14'-5 1/2"

A A-7

WALL ASSEMBLY , double base plate

edule

2'-6 1/2"

15'-2"

wool or equiv.

within bay ledge) Schedule

or blue extruded polystyrene ed vertical, BLY tombase plate ble nished Maibec, base or pink polystyrene, wool or equiv. wrapped and sealed around e e within bay ledge) Schedule or equiv. ped and sealed

3'-6"

ed vertical, tom nished Maibec, base

PRI

DESIGN / CHECKED BY:

7'-5 3/4"

SCALE

1/4"

A A-7

3 A-5

B A-7

SECOND FLOOR CONSTRUCTION PLAN GROUND FLOOR CONSTRUCTION PLAN SCALE: 1/4" SCALE: 1/4"= = 1'-0" 1'-0"

DRAWING N

A-2

FLAT ROOF ASSEMBLY AT TOP OF ROOF, R-60 - 2 x 8 Wood Joists, 16" c/c, - Shimmed 2 x 4 Cross-Strapping, ripped down to make 1% slope, see roof framing plan for slope plan - 5/8" T&G Plywood Deck - 2-Ply Modified Bitumen Roof Membrane, up and over roof edge cants, down min. 1" on ext. wall/fascia, down min. 24" down slope roof, granular 3rd ply cover UNDERSIDE: - Spray Foam Insulation, 5-1/2" thick polyurethane, closed-cell 2 lb., R-32, from underside of plywood deck - 7-1/2" Batt Insulation between joist, R-28, Rockwool or equivalent - Vapour Barrier, 6-mil polythylene, wrapped and sealed around utility boxes - Furring strips flush to underside of beams, see Roof Details - 1/2" Gypsum Board Ceiling - Prime and paint finish, see Finish Schedule

TYPICAL SLOPED ROOF ASSEMBLY, R-51.5 - 2 x 8 Wood Rafters, 16" c/c, rafters to rest on exterior wall framing or beam, - 5/8" Plywood Roof Sheathing, T&G or clips - Water-Resistant Membrane, roof-wrap - Asphalt Shingles UNDERSIDE: - 4” Spray Foam Insulation within rafters, 2-lb closed cell polyurethane, R-25, onto u/side of ply - 3-1/2" Batt Insulation, R-14, Rockwool or equivalent - Vapour Barrier, 6-mil polythylene - 2-1/2" Rigid Board Insulation, R-12.5, pink or blue extruded polystyrene, mechanically fastened to u/s of joists, continuous layer - 1 x 2 Wood Furring 16" c/c, mech. fastened through insulation into rafters - 1/2” Gypsum Board Ceiling - Primed and Painted, see finishes schedule

SECTION - C

28 A-13

29 A-13

24 A-13 9 19/32

T.O. ROOF FRAMING

ROOF DECK AT THIRD FLOOR - See description at Cross Section A

27 A-13

GUEST ROOM

10 3/4" STAIR LANDING ASSEMBLY - See Stair Details, A-14

4'-11 1/4"

SECOND & THIRD FLOOR ASSEMBLY - See description at Cross Section A

MASTER BEDROOM

ENSUITE BATHOOM

BATHROOM 3

7'-10"

8'-8 3/4"

7'-6"

38'-7 1/4"

T.O. 2ND FLOOR SUB-FLOOR

STUDY

4'-9 3/4"

T.O. 3RD FLOOR SUB-FLOOR

SECOND FLOOR BAY WINDOW WALL ASSEMBLY, R-21.5 - 2 x 4 Wood Stud Framing, 16" o/c, double base plate - 1/2" Plywood Sheathing - Air Barrier, Tyvek house wrap - 1-1/2” Rigid Insulation, R-7.5, pink or blue extruded polystyrene - 1 x 3 Wood Furring, 16” o/c installed vertical, - 3/4” Air Space, vented top and bottom - Wood Siding, 1x5 horizontal pre-finished Maibec, - Aluminum Base Flashing, drained base INTERIOR: - 3-1/2" Batt Insulation, R-14, Rockwool or equiv. - Vapour Barrier, 6-mil polythylene, wrapped and sealed around utility boxes - 1/2" Gypsum Board, (no Gyp bd. within bay ledge)

5'-10"

14 A-11

ROOF DECK

REAR WALL ASSEMBLY, R-35 - 2x6" Wood Stud Framing, 16" c/c, double base plate - 1/2" Plywood Sheathing, or exterior grade Gypsum Board - Acrylic Stucco System, 3-Coat EIFS, including: - Water-proof Coating, trowel applied - 3" Mineral Fibre Insulation, R-11, drainage flute back - Aluminum Flashings, Drained Base, Recessed Control joints, as shown on Elevations INTERIOR: - 5-1/2" Batt Insulation between studs, R-24, Rockwool or equiv. - Vapour Barrier - 1/2" Gypsum Board

19 A-12

17 A-12

20 A-12

FRONT PORCH ROOF ASSEMBLY - 2 x 10 Wood Joist, 16" c/c, (also LVL beams), - Shimmed 2 x 2 Cross Strapping, ripped down to make 1% slope, see Struc. Framing Plan for slope plan - 5/8" T&G Plywood Decking - 2-Ply Modified Bitumen Roof Membrane, turn min. 8" up walls, up and over roof edge cants, down min. 1" on ext. wall/fascia, granular 3rd ply cover UNDERSIDE: - Wood Siding, 1 x 5 horizontal pre-finished Maibec

2'-0"

15 A-11

8'-4 1/2"

7'-9 1/2"

9'-2"

WOOD GUARD

8'-4 1/2"

21 A-13

FLAT ROOF ASSEMBLY AT THIRD FLOOR - See description at Cross Section A

9'-9"

DORMER ROOF ASSEMBLY, R-51.5 - 2 x 8 Wood Rafters, 16" c/c, metal joist hangers, - 1/2" T&G Plywood Roof Sheathing, T&G or clips - 2-Ply Modified Bitumen Roof Membrane, down min. 1" at fascia boards, granular 3rd ply cover UNDERSIDE: - 4” Spray Foam Insulation within rafters, 2-lb closed cell polyurethane, R-25, onto u/side of ply - 3-1/2" Batt Insulation, R-14, Rockwool or equivalent - Vapour Barrier, 6-mil polythylene - 2-1/2" Rigid Board Insulation, R-12.5, pink or blue extruded polystyrene, mechanically fastened to u/s of joists, continuous layer - 1 x 2 Wood Furring 16" c/c, mech. fastened through insulation into rafters - 1/2” Gypsum Board Ceiling - Primed and Painted, see finishes schedule

BEDROOM 2

7'-4"

3'-0" GUARD

BEDROOM 4

BATHROOM 1

ENTRY

CLOSET

Revis Subm

3.0

Buildi Subm

No.

Issue N

1 A-10

David Fu

GROUND FLOOR ASSEMBLY - See description at Cross Section A 3'-0" GUARD

7'-9 3/4"

8'-8"

7 A-10

BATHROOM 2

2 3/4"

GROUND FLOOR ASSEMBLY - See description at Cross Section A

T.O. GROUND FLOOR SUB-FLOOR

Tende

3.1

BRICK-VENEER FRONT WALL ASSEMBLY, R-36.5 - 2 x 6 Wood Stud Framing, 16" c/c, double base plate - 1/2" Plywood Sheathing - Air Barrier, Tyvek house wrap - 3” Rigid Board Insulation, R-12.5, blue or pink polystyrene, - 1” Air Space, vented top and bottom - 3-1/2” Brick Veneer, weep holes at base - Aluminum Base Flashing, drained base INTERIOR: - 5-1/2" Batt Insulation, R-24, Rockwool or equiv. - Vapour Barrier, 6-mil polythylene, wrapped and sealed around utility boxes - 1/2" Gypsum Board

11 A-11

TYPICAL DROPPED CEILING/BULKHEAD - 1/2" Gypsum Board - on 2 x 2 Wood Furring

8'-5 3/4"

9'-5 3/4"

10'-6"

SECOND FLOOR ASSEMBLY - See description at Cross Section A

7'-7 3/4"

1'-0"

12 A-11

4.0

FOUNDATION WALL ASSEMBLY - See description at Cross Section A

RECREATION

T.O. BASEMENT SLAB

BATHROOM 5

RECREATION

FOUNDATION DRAINAGE - Weeping Tile, 5" dia. plastic Big-O, with Filter Sock - Installed at level of footing, around perimeter, - Drained to interior sump pit - 3/4" Gravel Cover, min 12" clear over pipe - Geotextile Cover over gravel - Backfill with Native Soil, Compacted in 12" Lifts

UTILITY

WEST

EAST

BASEMENT FLOOR SLAB ASSEMBLY - See description at Cross Section A

A DRAWN BY

LONG SECTION C SCALE: 1/4" =

1'-0"

DESIGN / CHECKED BY:

FLAT ROOF ASSEMBLY AT TOP OF ROOF, R-60 - 2 x 8 Wood Joists, 16" c/c, see Roof Framing Plan on S-3 - 2 x 4 Cross-Strapping, 16" c/c, ripped down to make 1% slope, see Roof Framing Plan for slope plan - 5/8" T&G Plywood Deck - 2-Ply Modified Bitumen Roof Membrane, up and over roof edge cants, down min. 1" on ext. wall/fascia, down min. 24" down slope roof, granular 3rd ply cover UNDERSIDE: - Spray Foam Insulation, 5-1/2" thick polyurethane, closed-cell 2 lb., R-32, from underside of plywood deck - 7-1/2" Batt Insulation between joist, R-28, Rockwool or equivalent - Vapour Barrier, 6-mil polythylene, wrapped and sealed around utility boxes - Furring strips flush to underside of beams, see Roof Details - 1/2" Gypsum Board Ceiling - Prime and paint finish, see Finish Schedule

ROOF DECK AT THIRD FLOOR - 2 x 6 Sleeper Framing, 24" c/c, pressure treated, on 1-ply strips of bitumen roof membrane - 2 x 6 Deck Boards, pressure treated, brown, 1/8" gap spacing 30 A-13

T.O. ROOF FRAMING

7'-9 1/2"

8'-4 1/2"

WOOD GUARD

14 A-11

TYPICAL SIDE WALL ASSEMBLY

8'-8 3/4" 12 A-11

CLOSET 1'-0 1/4"

SIDE WALL ASSEMBLY - See description at Cross Section A

BATHROOM 2

KITCHEN

8'-8"

Slope 1%

3/4" Clear Gravel

FOUNDATION DRAINAGE - Weeping Tile, 5" dia. plastic Big-O, with Filter Sock - Installed at level of footing, around perimeter, - Drained to interior sump pit - 3/4" Clear Gravel cover, min 12" cover over pipe - Geotextile Cover over gravel - Backfill with Native Soil, compacted in 12" Lifts

SOUTH

+- 2'-5"

PROPERTY LINE SOUTH SIDE

GROUND FLOOR ASSEMBLY - 9-1/2" s31 TJI Wood Joists, 16" c/c, see GF Framing Plan - S-2 - 3/4" T&G Plywood Deck - Moisture Barrier Membrane, 6-mil polythylene (or asphalt building paper), overlapped edges, turn up all walls - 1.5" Lightweight Concrete Screed, poured level - 1/2" Radiant Heat Tubing within concrete, see Mechanical Plans - Cut and block all air vents, shafts, openings, before pouring - Tile finish, porcelain, see Finish Schedules UNDERSIDE: - 3-1/2" Acoustic Batt Insulation between joists, Rockwool or equivalent - Single-Leg Metal Channel, 16" o/c, Bailey RC Plus Resilient or equivalent - 1/2" Gypsum Board Ceiling - Prime and Paint Finish, see Finish Schedule

S A C 4.0

Tender Set Issued

3.1

Revised Building Permit 2021-07-19 Submission

3.0

Building Permit Submission

2021-04-19

No.

Issue Name / Status

Date

NORTH

2 BASEMENT FLOOR SLAB ASSEMBLY - Tile Finish, porcelain, see Finish Schedules - 4” Concrete Slab - machine trowel finish, almost level 0.25% slope to floor drains - Saw-cut control joints as shown on plan - Separate concrete slab from foundation wall and top of footing with thermal break, 3/4" Insulation Board to depth of slab, R-4 blue or pink polystyrene, or Spray Foam insulation - 1/2" Radiant heat tubing within concrete, see Mechanical Plans - Over 4” Spray Foam Insulation, 2 lb. closed cell, R-25 - Over 6” Gravel, ¾” sharp, level - Over Undisturbed Soil

FOUNDATION WALL ASSEMBLY - 8" Reinforced Concrete Wall, reinforcement bars at all wall openings, see structural drawings EXTERIOR ABOVE GRADE, R-20 : - Asphalt Damp-Proofing, 2 coats, continuous layer - 2" Mineral Fibre Board Insulation, R-7, drainage flute back - Acrylic Stucco Finish, 3-part EIF System - Metal Flashing at top and bottom, where insulation type changes EXTERIOR BELOW GRADE, R-23 : - Asphalt Damp-Proofing, 2 coats, continuous layer - 2” Rigid Board Insulation, R-10, pink or blue extruded polystyrene - Native Backfill, compacted in 300 mm lifts INTERIOR: - 3-1/2" Metal Stud Framing, from floor to ceiling, - Separate from concrete wall with 3/4" furring, - Separate bottom track from concrete slab with 6-mil polythylene, doubled - 3-1/2" Batt Insulation between studs, R-13, mineral fibre, Rockwool or equiv. - 1/2" Fibreglass-Faced Gypsum Board. Densarmor Plus or Glasroc, - level 5 Plaster Skim Coat, no paper-faced gypsum board. in basement. - Prime and Paint Finish, see Finish Schedule

2021-07-23

9 A-10 David Fujiwara A R C H I T E C T

RECREATION ROOM

12 1/2"

+- 18-1/2"

148.37

SIDE WALL ASSEMBLY, R-34 - Fire-rated assembly, 1-hour, CAN/ULC S101, ULC Design W489 - 2x6" Wood Stud Framing, 16" c/c, double base plate - 1/2" Plywood Sheathing, or exterior grade Gypsum Board - Acrylic Stucco System, 3-Coat EIFS, Equalite Select by Durabond: - Water Resistive Coating, Durex AirStop, trowel applied - 3" Mineral Fibre Insulation, Equalite Select, R-12, drained back - Durex ‘W’ Fasteners - Fiberglass Mesh, Base Coat, Durex Classic Venician finish coat - Aluminum Flashings, Drained Base, Recessed Control joints, as shown on Elevations INTERIOR - 5 1/2" Rock Wool Batt Insulation, R-24 - Vapour Barrier, 6 mil poly - 5/8" Type X Fire-rated Gypsum Board

ADJACENT FOUNDATION REFINISHING - Clean foundation wall of 762 Markham St. - Damp proof with 2 coats Liquid Asphalt - 1" thick Insulation Board, applied to wall, R-5 pink or blue polystyrene

BATHROOM 5

35° 148.69

EXISTING ADJACENT FOUNDATION, SOUTH SIDE - do not undermine adjacent foundation, maintain 35 degree max. angle of bearing - Underside of Existing Adjacent Foundation estimated at +- 18-1/2" above proposed Base Level of Excavation, Contractor to confirm on site - See Structural Details on S-7

Maintain 35 degree max. Angle of Bearing

Slope 1%

3/4" Clear Gravel

7'-9 3/4"

ADJACENT FOUNDATION REFINISHING - Clean foundation wall of 758 & 762 Markham St. - Damp proof with 2 coats Liquid Asphalt - 1" thick Insulation Board, applied to wall, R-5 pink or blue polystyrene

BASE OF EXCAVATION

W 10 x 22 Beam

One Row of Blocking mid-span

Backfill between houses with 3/4” Clear Gravel”

T.O. BASEMENT SLAB

EXISTING STRUCTURE, NORTH SIDE

9'-5 3/4"

8'-5 3/4"

7'-6"

2 A-10

8 A-10

10 1/4"

151.33

T.O. GROUND FLOOR SUB-FLOOR

Two Rows of Blocking Dropped ceiling/ bulkhead

EXISTING STRUCTURE, SOUTH SIDE

10'-6" GROUND FLOOR ASSEMBLY - See description at Cross Section A

3D SECTION - A

ENSUITE BATHROOM

PROPERTY LINE NORTH SIDE

38'-7 1/4"

T.O. 2ND FLOOR SUB-FLOOR

EXISTING STRUCTURE, SOUTH SIDE

SECOND & THIRD FLOOR ASSEMBLY - See description at Cross Section A

CONCRETE WALK - 3" Concrete sidewalk, broom finish - Slope 1% to front, and from both house walls to center-line of space between - 6" gravel base

7'-8 3/4"

9'-9"

Two Rows of Blocking

22 A-13

SECOND & THIRD FLOOR ASSEMBLY - 11 7/8" s47 TJI Wood Joists, 16" c/c, see 2nd & 3rd Flr Framing Plans - S-2, S-3 - 3/4" T&G Plywood Deck - Moisture Barrier Membrane, 6-mil polythylene (or asphalt building paper), overlapped edges, turn up all walls - 1.5" Lightweight Concrete Screed, poured level - 1/2" Radiant Heat Tubing within concrete, see Mechanical Plans - Cut and block all air vents, shafts, openings, before pouring - Tile Finish, porcelain, see Finish Schedules UNDERSIDE: - 1/2" Gypsum Board Ceiling - Prime and Paint Finish, see Finish Schedule

1'-0 1/4"

GUEST ROOM

T.O. 3RD FLOOR SUB-FLOOR

TYPICAL DROPPED CEILING/BULKHEAD - 1/2" Gypsum Board on 2 x 2 Wood Furring

ROOF DECK

100 Sunrise Ave., Unit 104 Toronto, Ontario M4A 1B3

Slope 5%

416-703-3399 david@mainstreetstudio.ca

Nikolic Residence

760 Markham St. New House Toronto, Ontario DRAWING

Cross Section A & B

3D SECTION - C

EXISTING ADJACENT FOUNDATION, NORTH SIDE - Appoximate location, Contractor to confirm SHORING OF ADJ. FOUNDATION - See Structural Set for Eng's. Spec.

DRAWN BY

PROJECT NO.

2003 PRINTING DATE

DESIGN / CHECKED BY:

2021-11-16

TYPICAL CROSS SECTION A SCALE: 1/4" =

PROPERTY LINE SOUTH SIDE

9'-2"

26 A-13

O U 6 D TSI '-0 IM D " EN E SI CU O RB N

FLAT ROOF ASSEMBLY AT THIRD FLOOR, R-55 - 11 7/8" s47 TJI Wood Joists, 16" c/c, - 3/4" T&G Plywood Deck - 2 x 4 Cross-Strapping, 16" c/c, ripped down to make 1% slope, see 3rd floor plan for slope plan - 3/4" T&G Plywood Deck - 2-Ply Modified Bitumen Roof Membrane, turn min. 8" up walls, turn min. 24" up slope roof, up and over roof edge cants, down min. 1" on ext. wall/ fascia, granular 3rd ply cover UNDERSIDE: - Spray Foam Insulation, 5-1/2" thick polyurethane, closed-cell 2 lb., R-32, from underside of plywood deck - 5-1/2" Batt Insulation between joist, R-23, Rockwool or equivalent - Vapour barrier, 6-mil polythylene, wrapped and sealed around utility boxes - 1/2" Gypsum Board Ceiling - Prime and paint finish, see Finish Schedule

28 A-13

Slope 1%

SOUT

SCALE

1'-0" 1/4"

1'-0"

DRAWING NO.

A-7

T.O. ROOF FRAMING

Maintain 35 d

EXISTING A - do not und RO maintain 35

Elsewhere 1 1/2" Concrete masonry units shall conform to CSA A 165.1. Provide 1/2" wide Bond Breaker where slabs about masonry Beams, Columns 1 be 1/2"min. 15 MPa. Compression strength shall walls. Brick units shall conform to CSA A82.1. Mortar shall be type S conforming to CSA A 179. CONCRETE SLAB ON GRADE Bearing Plates of beams and columns shall be placed on 100% Solid Units or FOUNDATIONS MASONRY - All work carried out shall conform to the Ontario Building Code 2020 and B provide an 8" deep x 24" long Concrete Pad, as directed by the Engineer. the Occupational Health and Safety Act of the latest edition Slab onhollow Gradeconcrete shall beblock 4" thick have reinforcement a concrete strength of 32fillMPa Where wallsand contain or anchors, the All Masonry work shall conform to CSA S 304.1.04 Masonr - See general notes enclosed All S-5 Footings shall be founded on natural undisturbed soil with an allowable (4650 psi.) void-containing the reinforcement with 3,000 psi. Grout containing 3/8" Building and A371 Masonry Construction of Buildings. - The Engineer must be notified of any deviation from drawings bearing capacity of 100 kPa “2000 psf”. Exterior Slab on Grade shall be 4" thick and have a concrete strength of 28 aggregate. SLOPEDresponsibility ROOF Concrete masonry units shall conform to CSA A 165.1. - Temporary bracing and shoring are the contractor’s The soil must be inspected by a Soils Engineer before footings are MPa (4,000 psi.)on andmasonry 6% ± 1% All steel beams orentrained concrete air. walls shall have 150mm (6 inches) Compression strength shall bePOSTS min. 15WITHIN MPa. EXTERIOR WAL - Contractor shall provide shop drawings stamped by a prof. engineer for constructed. SKYLIGHT OPENING 17'-9 1/2" 17'-11 1/2" FRAMING deep bearing, and timber beams have min. 90mm (4 inches) bearing and Brick units shall conform to CSA A82.1. approval water or on Footings shall not be placed on the frozen ground or in standing FLAT ROOF 13mm inch)Mesh air space timber The1-1/2" concrete block Provide(1/2 a Wire of 6 xall6 around x W2.1 the in all slabsbeam. on grade below the Mortar shall be type S conforming to CSA A 179. - Subflooring shall be ¾” sheeting glued and nailed to joists soil softened by water. POSTS AT GROUND FLOOR BAY POSTS WITHIN EXTERIOR WALL 1/2" BRICK VENEER WALL (following construction), below solid and 8 WALL inches deep, unless top ofdirectly the slab. TYPICAL FRAMING shall be placed on 100% Bearing Plates of beams and columns - Provide double joists under partition walls that are parallel to supporting 5'-8" 10'-5" 1'-10 1/2" wall 2'-5 1/2" the beam shall be 3-100% WINDOW bearing on Steel Angle Lintel & Veneer Wall below FRAMING MEMBERS NOT ILLUSTRATED shown otherwise on drawings. provide an 8" deep x 24" long Concrete Pad, as directed by the E Joists. The joists shall be connected to the supporting beams with joists The line of the slope along stepped footings shall not exceed a rise of 7 in a of joist & blocking for 1'-0" Brick blockdeep veneer shall be tied shown to the back-up structure,oras in Make or 1 1/2" Saw-Cuts where on the drawings as specified directed by Where hollow concrete block walls contain reinforcement or an hangers. Provide solid blocking max. 8 feet intervals run of 10. Maximum 3'-2Footing 1/2" Step shall be 24" ht. stove exhaust duct 12'-11" for the Ing. Joists 14'-8 1/2" STEELwith ANGLE BRICK POSTS used AT GROUND FLOOR BAY STEEL LINTEL CSA A 370-94within Connectors forof Masonry. TheANGLE size of the Connectors is a the engineer, 16 hours placing concrete. void-containing the reinforcement 3,000 psi. Grout co floors. Any over-excavations shall be filled with 15 MPa concrete. (EXACT LOCATION TBC.) TYPICAL WALL FRAMING BEARING SHELF xft.4"long x 1/2" Steel AngleBars placed 1-1/2" SHAFT and masonry. function of the corners width of to thehave gap between All re-entrant 15m x- 6" 3 backup Diagonal aggregate. SHAFT OPENING WINDOW DORMER ROOF- All stud and masonry walls shall be continuous from floor to floor 1'-0" - bearingBAY on Brick Veneer, continuous through Bay Window Wall Framing OPENING GENERAL X have 6 POST, TO MATCH ANGLE MEMBERS NOT ILLUSTRATED POST AT GUEST ROOM WEST WALL All masonry Continuous Horizontal Reinforcement, such as below theSHAVED topwalls of the6to slab. All steel beams on masonry or concrete walls shall have 150m - End bearing for joists can be no less than 1.75” 2'-0" Blok-Lok at 16"wide vertically. Provide 1/2" Bond Breaker3 -where slabs about deep bearing, and timber beams have min. 90mm (4 inches) - All steel beams on masonry or concrete walls shall have 150 mm (6”) deep CONCRETE 2 X 6 WOOD POSTmasonry or concrete - 11 7/8" LVL RIM JOIST All work to be carried out shall comply with the Ontario Building Code 2020 Control walls. Joints shall be provided where indicated on the drawings. 13mm (1/2 inch) air space all around the timber beam. The c bearing and timber beams have a min of 90 mm (3.5”1bearing STEEL ANGLE BRICK and the Occupational Health and Safety Act of the latest edition. wall directly below the beam shall be 100%CONCRETE solid and 8 WALL inches - Timber beams shall have 0.5” air space all around LIGHTWELL 3RD FLOOR DECK Concrete construction shall conform to CSA standard CAN 3- A23.1-14. BEARING SHELF All dimensions, levels and details shall SLOPE be checked by AT theFRONT Contractor against W 10 X 22 STEEL BEAM 1 - 11 7/8" LVL JOIST shown otherwise on drawings. - Concrete block walls immediately below the beams shall be 100% solid 8” ROOF SHAVED 6 X 6 POST, TO MATCH BAY ANGLE the drawings. Any discrepancies must be reported to the Architect before Brick or block veneer shall be tied to the back-up structure, a in height STRUCTURAL STEEL MASONRY Compression strength at 28 days shall be in footings and walls 3,000 psi (20 commencing work. CSA A 370-94 Connectors for Masonry. The size of the Connec - Provide 2-15M vertical reinforcement in masonry under the point loads. MPa) in slabs and in the exterior concrete subject to freezing 4650 psi (32 GROUND FLOOR DECK FRAMING 2 x 10 WD Submit erection and detail drawings for review before fabrication. 3 2 X 6 WOOD POST and masonry. function of the width of the gap between backup The load can have uplift forces. All Structural Steel shall shall conform conform to to CSA CSA SG40.21.92 350W. Masonry work 304.1.04 Grade Masonry DesignHSS for 2 -exposed 11 7/8" LVL MPa). Concrete to freezing shall contain 6% ± 1% entrained air. The All wall studs and/or masonry-concrete walls shall be continuous from floor to METAL JOIST All masonry walls to have Continuous Horizontal Reinforcem - Provide dowels 15M @ 16" vertically for between existing and new sections shallA371 be Class H and to have a of min. the yield strength of 350 MPa. Building and Masonry Construction Buildings. reinforcing steel HANGERS strength shall be 400 MPa. floor or from floor to roof rafters, or joists for lateral support. B.H. Blok-Lok at 16" vertically. masonry Anchor bolts 260W units shall conform to CSA A 165.1. Concrete masonry LIGHTWELL CONCRETE WALL LINTELS B.H. Control Joints shall be provided where indicated on the drawings - All plies parallam and LVL beams shall be connected according to Fabrication and erection shall CAN CSA. S16.09. Compression strength shall beconform min. 15 to MPa. W 10 X 22toSTEEL SECOND FLOOR DECK All exposed corners have 3/4"BEAM chamfers. SLOPE ROOF ATmultiple FRONT 2 - 2 x 10 BLOCKI 2 INSPECTION AND TESTING + 10'-6" Above T.O. Sub-Floor below the LANDING manufacturer’s instructions. Welding shall be done by qualified welders in compliance with CSA W47.1. Brick units shall conform to CSA A82.1. RIM JOIST WD BEAM The engineers must be notified of any deviation from the drawings. - Provide hurricane anchors for rafters, roof joists and beams for the uplift. and in accordance with CSA W59-1984. All connections are welded unless Mortar shall be type S conforming to CSA A 179. ON SILL PLATE POSTS WITHIN 2ND FLOOR DECK - Qualified welders shall do all the welding and certify. Do all Welding. Bearingotherwise. Plates of beams and columns shall be placed on 100% Solid Units or shown STRUCTURAL STEEL POST AT BAY WINDOWS NORTH EXTERIOR GROUND FLOOR DECK FRAMING CONCRETE REINFORCEMENT at The Contractor shall be responsible to request inspection by the Engineer 6" x 4" x 1/2" W47.1 and in accordance with CSA W59-1984. Verify allan dimensions commencing the fabrication of steelwork. provide 8" deep x on 24"site longbefore Concrete Pad, as directed by the Engineer. WALL STEEL the following stages of construction: - Submit shop drawings of erections for review for fabrication Bolts shall be 3/4" in diameter to ASTM A325M and A490M. fill the Where hollow concrete block conforming walls contain reinforcement or anchors, OPENING INConcrete Reinforcement shall be deformed bars conforming to CSA G.30.18 AllANGLE Structural Steel shall conform to CSA G40.21.92 Grade METAL BEAM - Completion of excavation 2 - the 2 conform x 10reinforcement - Verify all the dimensions before fabrication Anchor Bolts shall to ASTM A 307.3,000 psi. Grout containing 3/8" void-containing with sections shall be Class H and to have a min. the yield strength STEEL ANGLE LINTEL FLOOR -92 gradeB.H. HANGERS (B.H.) B.H. 400. WD coat BEAMof Primer to all structural steel complying with CISC/ - Following the placing of reinforcement in structural concrete members - All connections are welded unless shown otherwise Apply one shop aggregate. Anchor bolts 260W INall BRICK VENEER WALL (NOT SHOWN) Welded wire fabric shall conform to CSA G30.5-83 or G30.15-83 - The framing of each floor and roof - All hardware and steel shall be corrosion resistant. All structural steel and CPMA Standard All steel beams 1. on masonry or concrete walls shall have 150mm (6 inches) Fabrication and erection shall conform to CAN CSA. S16.09. B.H. B.H. 2 - 11 7/8" LVL BEAM Reinforcing bar supports and placing of reinforcement shall be in accordance hardware shall have either one coat epoxy-based primer and one coat Angle lintels to receive two coats Zinc-Rich to (4 CGSB 1-GPbearing -181. and deep bearing, and timber beamsof have min. Paint 90mm inches) Welding shall be done by qualified welders in compliance with with the RSIC Manual of Standard Practice. RIM JOIST PORCH ROOF The Contractor shall arrange and pay for FRONT the following tests and inspections paint or LANDING hot-dip galvanized. Contractor to provide alternate pricing. 13mm inch) air shall space around the G164-92. timber beam. The concrete block Hot Dip(1/2 Galvanizing beall done to CSA 1 and in accordance with CSA W59-1984. All connections are w 11 7/8" TJI s47, 16" c/c REAR PORCH DECK carried out by an independent inspection company. METAL JOIST PLATE HANGERS, PORCH ON SILL - All LVL and parallam beams shall be min 2.0 e-grade Weld all beams to bearing plates or be supporting members. wall directly below the beam shall 100% solid and 8 inches deep, unless shown otherwise. POSTS WITHIN Concrete cover to reinforcing bars: BOTH ENDS - The soil under footings at time of excavation - Provide shop drawings for roof trusses and truss joists and structural shown otherwiseROOF on drawings. Verify all dimensions on site before commencing the fabrication o POST AT BAY WINDOWS Slab 3/4" NORTH EXTERIOR 15 Concrete strength is specified members steel members sealed by P. Eng. for review Brick or block veneer shall be tied to the back-up structure, as specified in Bolts shall be 3/4" in diameter conformingA-11 to ASTM A325M and A 2 - 11 7/8" LVL BEAM Walls: Against Earth 2" Compaction of fill below slab on grade and backfill around the building. WALL - Soil bearing 100 kPa, (assumed) CSA A 370-94 Connectors for Masonry. The size of the Connectors used is a MASSING OF FLO Anchor Bolts shall conform to ASTM A 307. ROUGH CARPENTRY 2 x 10 JOIST, 16" c/c Elsewhere 1 1/2" B.H. - All structural steel shall conform to CSA standard G40. 21M grade 350W. and masonry. function of the width of the gap between backup steel complyin Apply one shop coat of Primer (FOR to all structural FRONT PORCH DECK B.H. STEEL ANGLE BRICK PURPOSE OF ILL Beams, Columns 1 1/2" METAL JOIST Anchor bolts 260W. All masonry walls to have Continuous Horizontal Reinforcement, such as CPMA Standard 1. Lumber shallSHELF conform to: BEARING STEEL ANGLE LINTEL FRONT PORCH BOTH ENDS FOUNDATIONS - Fabrication and erections shall conform to CSA STANDARD CAN S16.1 Blok-Lok atHANGERS 16" vertically. Angle lintels to receive two coats of Zinc-Rich Paint to CGSB 1-G CSA 0141 for softwood lumber B.H. STAIRWELL B.H. DECK FRAMING, IN BRICK VENEER WALL (NOT SHOWN) - Bolts shall conform to ASTM A325M & A490M. Control Joints shall be provided where indicated on the drawings. Hot Dip Galvanizing shall be done to CSA G164-92. CSA 0151 for softwood plywood LIGHTWELL AT BASEMENT PRESSURE TREATED OPENINGCONCRETE SLAB ON GRADE - The concrete strength at 28 days shall be 32 Mpa with a 6 % air-entraining All Footings shall be founded on natural undisturbed soil with an allowable Weld all beams to bearing plates or supporting members. CSA 0121 for Douglas plywood. 2 - 2 x 10Fir WD BEAM agent for outside concrete and 25 Mpa for inside concrete. The reinforcing bearing capacity of 100 kPa “2000 psf”. Slab on Grade shall be 4" thick and have a concrete strength of 32 MPa steel strength FRONT PORCH ROOF shall be 400 Mpa The soil must be inspected by a Soils Engineer before footings are STRUCTURAL STEEL FRONT PORCH PIER to be SPF #1 and #2. All joists and rafters C (4650 psi.) LV - Provide solid blocking at every 3 feet where floor joists parallel to the constructed. FOUNDATION WALL Studs, plates and bridging: SPF stud grade. ROUGH CARPENTRY S-6 Exterior Slab on Grade shall be 4" thick and have a concrete strength of 28 walls . Footings shall not be placed on the frozen ground or in standing water or on Structural Steel shall conform to CSA G40.21.92 Grade The 350W. HSS All lumber shall be identified by grade stamp and kiln-dried. maximum 2 - 11 7/8" LVL BEAM MPa (4,000 ± 1% entrained air. B.H.psi.) and 6% METAL soil softened by water. JOIST HANGERS sections shall be Class H and to have a min. strength moisture content the time of installation shall the not yield exceed 12%. of 350 MPa. Lumber shall conform to: 6 STRIPatFOOTING Anchor bolts 260W 2 - 2 x 10 WD BEAM CSA 0141 for softwood lumber S-2 MASSING OF WA B.H. Provide a Wire Mesh of 6 x 6 x W2.1 B.H. B.H.in all slabs on grade 1-1/2" below the The line of the slope along stepped footings shall not exceed a rise of 7 in a Fabrication and conform CAN CSA. S16.09. CSA 0151 for softwood plywood Subflooring shallerection be 3/4" shall plywood, gluedtoand screwed to joists. 2 x 10 WD C GENERAL (FOR PURPOSE OF ILL top of the slab. B.H. POSTS AT run of 10. Maximum Footing Step shall be 24" ht. WeldingEXPOSED shall be done by qualified welders in compliance with CSA - W47.1. CSA 0121 for Douglas Fir plywood. 8'-2" 5'-8" S-6 STEEL HANGER AT 3-1/2" LVL PORCH DECK Any over-excavations shall be filled with 15 MPa concrete. FRONT PORCH DECK and in accordance with CSA Allon connections are welded unless STEEL ANGLE BRICK Sills underfloor joists or walls W59-1984. shall be set a bed of type S mortar and SUSPENSION POST ABOVE, All work to be carried out shall comply with the Ontario Building Code 2020 Make 1 1/2" deep Saw-Cuts where shown on the drawings or as directed by LANDING 1 shown to otherwise. All joists and rafters to be SPF #1 and #2. bolted the foundation walls using 5/8" in diameter bolts @ 4' c/c (but max. See Detail #DrgID(ref) on BEARING SHELF and the Occupational Health and Safety Act of the latest edition. the engineer, within 16 hours of placing concrete. PLANand VIEW OF SPF stud grade. FRONT PORCH " with Verify allends dimensions on siteBolts before commencing fabrication steelwork. F Studs, plates bridging: #LayID(ref) 8" from of pieces.) shall be 12"1'long 2" longof hook at the -0the STEEL COLUMN 3 - 2 X 8 LINTEL 3 - 2 X 8 LINTEL All dimensions, levels and details shall be checked by the Contractor against All re-entrant corners to have 15m x 3 ft. long Diagonal Bars placed 1-1/2" ANGLE LINTEL by grade stamp and kiln-dried. T Bolts shall be 3/4" inDECK diameterFRAMING, conforming to ASTM A325M and A490M. CONCRETE HD.HEIGHT 7'-6" A.F. All STEEL lumber shall be identified embedded end. HD.HEIGHT 7'-6" A.F. B.H. the drawings. Any discrepancies must be reported to the Architect before 2 - 2 x 10 BEAM below top of the slab. B.H. 1 - 11 7/8" LVLthe JOIST C the time of installation shall not exceed 12%. Anchor Bolts shall conform toWD ASTM A 307. moisture content at LIGHTWELL AT BASEMENT PRESSURE TREATED commencing work. Provide 1/2" wide Bond Breaker where slabs about masonry or concrete steel complying ofwith Apply oneblocking shop coat Primer to all structural S-6 Concrete construction shall conform to CSA standard CAN 3- A23.1-14. Bridging, and of nailing shall conform to the requirements PartCISC/ 9 of PAD FOOTING Submit erection and detail drawings for review before fabrication. walls. CPMA Standard 1. Subflooring shall be 3/4" plywood, glued and screwed to joists. - 11 7/8" LVL RIM JOIST the Ontario Building Code. Notching of structural members not allowed All wall studs and/or masonry-concrete walls shall be continuous from floor1 to Angle lintels receiveoftwo of Zinc-Rich CGSB -181. from Compression strength at 28 days shall be in footings and walls 3,000 psi (20 without prior to approval thecoats Engineer. All wallPaint studstoshall be 1-GP continuous floor or from floor to roof rafters, or joists for lateral support. FRONT PORCH PIER Hot Dip Galvanizing shall be done to CSA G164-92. BASEMENT SLAB MPa) in slabs and in the exterior SHAFT concrete subject to freezing 4650 psi (32 floor to floor, roof rafters, and joists for lateral support. Before starting work Sills underfloor joists or walls shall be set on a bed of type MASONRY WALL Weld all beams to bearing plates or supporting FOUNDATION OPENING FASCIA BOARDS MPa). Concrete exposed to freezing shall contain 6% ± 1% entrained air. The the carpenter shall review his proposed methodmembers. of framing with the Engineer. bolted to the foundation walls using 5/8" in diameter bolts @ 4' INSPECTION AND TESTING STEEL BEAM ON 2 X 10 NAILER reinforcing steel strength shall be 400 MPa. LAMINATED VENEER LUMBER, RAFTERS, ENGINEERED TRUSSES, 8" from ends of pieces.) Bolts shall be 12" long with 2" long 4 x 4" WOOD POSTS BELOW 22'-2" 1'-0" 5'-5 1/2" The engineers must be notified of any deviation from the drawings. All Masonry work shall conform to CSA S 304.1.04 Masonry Design for - aligned over patio deck framing JOISTS AND PREFABRICATED I-JOISTS embedded end. Building and A371 Masonry Construction of Buildings. 4.0 Tender Set Issued TYPICAL WALL FRAMING beam below ROUGH CARPENTRY FOUNDATION WALL 17'-9 1/2" STRIP FOOTING All exposed corners to have 3/4" chamfers. ROOFmasonry FRAMING (AT TOP OFtoROOF LEVEL) 10'-10" 8'-2" FLAT 5'-8" 10'-5" The ILLUSTRATED Contractor shall be responsible to request inspection by the Engineer at Concrete units shall conform CSA A 165.1. MEMBERS NOT Only materials listed in CCMC Registry of Product Evaluation may be used. Bridging, blocking and nailing shall conform to the requirement 3-1/2" Brick Veneer Wall - LVL Framing Beams, various sizes the following stages of construction: Compression strength shall be min. 15 MPa. Revised Building Per ALL ROOF Lumber and shalljoists conform to:PORCH FLOOR LOADS Beams shall be sized and detailed to meet the dimensions and the Ontario Building Code. Notching3.1of structural members - Completion of excavation units shall conform to CSA A82.1. Submission - 2 xBrick 8 Wood Joists, 16" c/c, FRAMING TO a BElive load deflection of L/480. 28'-7 1/2" 13'-10" 12'-3 1/2" CSA 0141 forthe softwood lumber D.L. = 1.2 Kpa loads indicated on plans with without prior approval of the Engineer. All wall studs shall be co EXPOSED POSTS AT CONCRETE REINFORCEMENT - Following the placing of reinforcement in all structural concrete members shall CSA Adown 179. to make R.O. be type S conforming 9-1/2" LVL Rim Joist - 2 xMortar 4 Cross-Strapping, 16" c/c, to ripped CSA 0151 forPRESSURE softwood TREATED plywood L.L. = 1.9 Kpa floor to floor, roof rafters, and joists for lateral support. Before Building Permit WOOD PORCH DECK - The framing of each floor and roof of beams and columns shall be placed on 100% Solid Units or Plates 3.0 CSA 0121 for Douglas Fir plywood. 1%Bearing slope, see Roof Framing Plan for slope plan the carpenter shall review his proposed method of framing with t Shop Drawings shall be prepared and submitted for review, stamped byTYPICAL an Submission Concrete Reinforcement shall be deformed bars conforming to CSA G.30.18 B EXTERIOR provide an 8" deep x 24" long Concrete Pad, as directed by the Engineer. 2 - 2 x 8 WD Ledger Board, 28the drawing LAMINATED VENEER LUMBER, RAFTERS, ENGINEERED engineer registered in the Province of Ontario. Information on -92 grade 400. No. Issue Name / Status - 5/8" T&Ghollow Plywood Deck 24 S-5 The Contractor shall arrange and pay for the following tests and inspections Where concrete block walls contain reinforcement or anchors, fill pressure treated, WALL FRAMING 29the to beand SPF #1 and #2.to be used. All joists and all rafters JOISTS AND PREFABRICATED I-JOISTS shall include hangers connectors A-13 Welded wire fabric shall conform to CSA G30.5-83 or G30.15-83 See Roof Framing Plan on S-3 A-13 carried out by an independent inspection company. void-containing the reinforcement with 3,000 psi. Grout containing 3/8" Aligned to bottom of Rim Joist Studs, plates and bridging: SPF stud grade. A-13 Reinforcing bar supports and placing of reinforcement shall be in accordance - The soil under footings at time of excavation aggregate. All lumber shall be by grade and kiln-dried. The maximum Only materials listed in CCMC Registry of Product Evaluation m Delivery, storage andidentified erection shall meetstamp the supplier’s specification. with the RSIC Manual of Standard Practice. - Concrete strength is specified members All steel beams on masonry or concrete walls shall have 150mm (6 inches) 1/4" moisture content at the of installation shallSCALE: 12%.= 1'-0" Beams and joists shall be sized and detailed to meet the dim All material shall be kepttime dry until it is installed innot theexceed building. FLAT ROOF - Compaction of fill below slab on grade and backfill around the building. deep bearing, and timber beams have min. 90mm (4 inches) bearing and T.O. ROOF FRAMING 2 x 8 Wood Front Porch Joist, T.O. ROOF FRAMINGConcrete loads indicated on the plans with a live load deflection of L/480. cover to reinforcing bars: 13mm (1/2 inch) air space all around the timber beam. The concrete block pressure treated Subflooring be 3/4"joists plywood, glued andtrusses screwed to joists. Roof rafters shall and ceiling or engineered shall be connected to the Slab 3/4" ± 22'-5 3/4" wall directly below the beam shall be 100% solid and 8 inches deep, unless ± 25'-0" Existing footing at Shop Drawings shall be prepared and submitted for review, st supporting walls or beams for uplift or lateral forces. Use Simpson connectors Walls: Against Earth 2" shown otherwise on drawings. FOUNDATIONS Existing Footingregistered at Sills underfloor joistsor or walls shall be set on a bed on of drawings. type S mortar and ± 4'-0" below grade engineer in the Province of Ontario. Information on (Hurricane anchors) equivalent, except where noted Elsewhere 1 1/2" Brick or block veneer shall be tied to the back-up structure, as specified in ± 6'-8"shall below gradeall hangers and connectors to be used. bolted to the foundation walls using 5/8" in diameter bolts @ 4' c/c (but max. include Beams, Columns 1 1/2" THIRD FLOOR FLAT ROOF FRAMING CSABA 370-94 Connectors for Masonry. The2size of the Connectors used is a All Footings shall be founded on natural undisturbed soil with an allowable 10 8" from endsforoffloor pieces.) Bolts bethan 12" 1.75". long with 2" long hook at the B SLOPED ROOF S-5Third End bearing joists can be shall no less S-7 S-7 and masonry. of theFloor width of the gap between backup 4" x 2-1/2" x 1/2" Steel Angle bearing capacity of 100 kPa “2000 psf”. -function over Deck 10 2 embedded end. S-5 All masonry walls to have 16" Continuous Horizontal Reinforcement,S-7such as BEYOND Delivery, storageS-7and erection shall meet the supplier’s specifica Brick Bearing Shelf, The soil must be inspected by a Soils Engineer before footings are 2 x 4 Cross-Strapping, c/c, ripped All material shall be kept dry until it is installed in the building. CONTINUOUS CONCRETE SLAB ON GRADE Blok-Lok at 16" vertically. fixed with 1/2" Steel Bolts at 36" c/c constructed. 5'-9 1/4" 55'-4" down to make 1% slope, see 3rd floor 3 - 7-1/4" LVL BEAMBridging, blocking and nailing shall conform to the requirements of Part 9 of 54'-9" Control Joints shall be provided where indicated on the drawings. Footings shall not be placed on the frozen ground or in standing water or on the Ontario Building Code. Notching of structural members not allowed Roof rafters and ceiling joists or engineered trusses shall be con plan for slope plan Slab on Grade shall be 4" thick and have a concrete strength of 32 MPa 18'-9" 2'-7" 34'-0" soil softened by water. FLAT ROOF FRAMING (AT TOP(4650 OF ROOF LEVEL) of the Engineer. All wall studs shall be continuous from supporting walls or beams for uplift or lateral forces. Use Simpso psi.) 1'-0" 1/2" without prior - 5/8" T&G Plywood 15'-3" 2'-0" 19'-9" 3'-0" Decking 12'-10 1/2" 1'-10 2'-5approval 1/2" 1'-5 3/4" 4" x 2-1/2" x 1/2" STEEL ANGLE WINDOWfloor OPENING, starting work to floor, roof rafters, and joists for lateral support. Before (Hurricane anchors) or equivalent, except where noted on drawin be 4" thick and have a concrete strength of 28 Exterior Slab on Grade shall BRICK BEARING SHELF 2, Framing various sizes STRUCTURAL STEEL See Roof Framing Plan on S-3 The line of the slope along stepped footings shall -notLVL exceed a rise of 7 Beams, in a -8" Sill R.O. 5'-9" A.F.shall review his- proposed SHAFT SHAFT 2" 2" height the carpenter of framing with the Engineer. FOOTI BCY Structural Engine Fixed at topmethod of conc. Wall MPa (4,000 psi.) and 6% ± 1% entrained air. 8"be CONCRETE WALL run of 10. Maximum Footing Step3shall 24" ht. - 2FOUNDATION OPENING OPENING 1/2" - See adjacent detail LAMINATED VENEER LUMBER, RAFTERS, ENGINEERED TRUSSES, SHORING OF ADJ. FOUNDATION x 8 Wood Joists, 16" c/c, Eighth Line, Oak SKYLIGHT End bearing for floor joists can be no less 2351 than 1.75". 3/4" Plywood Decking, - 15M Vertical Re-bar, at 16" c/c All Structural Steel shall conform to CSA G40.21.92 Grade 350W. HSS Any over-excavations shall be filled with 15 MPa concrete. EXISTING ADJACENT FOUNDATION 1/2" x 12" Steel 'J' JOISTS AND PREFABRICATED I-JOISTS AT #762 MARKHAM ST. - See the EX-1 for Eng's Spec & Detail OPENING Provide a Wire Mesh of 6 x 6 x W2.1 in all slabs on grade 1-1/2" below 1 1/2" - 15M Horizontal 9 notched out at bracket at 18" c/c sections shall be Class H and to have a min. the yield strength of 350 MPa. - 2 Re-bar, x 4 Cross-Strapping, 16" c/c, ripped down to make 15 27 5 1/2" Anchor Bolt, 32" c/c S-7 top of the slab. 9 reinforcement bars at all wall openings Anchor bolts 260W FRAMING to sit flat 14 FRAMING A-11 A-13 Registry of Product Evaluation may be used. SHORING ALONG BOUNDARY onderc Only materials listed in CCMC 1% slope, see Roof Framing Plan for slope plan S-7 SETBACK Fabrication and erection shall conform to CAN CSA. S16.09. SETBACK fc = 25 Mpa EXTERIOR A-11 TYPICAL 10" Conc. Foundation Wall 4" x 2-1/2" x 1/2" Beams and joists shall be sized and detailed to meet the dimensions and FACE OF CONC. CONCRETE 28- W47.1. Make 1 1/2" deep Saw-Cuts where shown on the drawings or as directed by Welding shall be done by qualified welders in compliance with CSA - 5/8" T&G Plywood Deck STEEL ANGLE 24 2 x 10 WOOD RIM JOIST CORE WALL loads indicated on the plans with a live load deflection of L/480. fs = 400 Mpa the engineer, within 16 hours of placing concrete. 29 and in accordance with CSA W59-1984. All connections are welded 2 - 11 7/8" LVL Beams Concrete construction shall conform toEXTERIOR CSA standard CAN 3A23.1-14. A-13 unless WALL FRAMING BELOW GRADE: See Roof Framing Plan on S-3 All re-entrant corners to have 15m x 3 ft. long Diagonal Bars placed 1-1/2" A-13 shown otherwise. 6'-0" Shop Drawings shall be prepared and submitted for review,WALL stamped by an A-13 - Asphalt Damp-Proofing, 2 coats, continuous layer 8" CONCRETE FOUNDATION Basement below the3RD top of FLOOR the slab. Verify all dimensions on site before commencing the fabrication of steelwork. T.O. SUB-FLOOR T.O. 3RD FLOOR Compression strength at 28 days shall- 2” be Rigid in footings walls 3,000 (20 THIRD FLOOR DECK THIR engineer registered the Province of Ontario. Information on the drawing 3 - 9 1/2" in Boardand Insulation, R-10,psi pink or blueSUB-FLOOR Provide 1/2" wideWindow Bondopening Breaker where slabs about masonry or concrete Bolts shall be 3/4" in diameter conforming to ASTM A325M and A490M. CONCRETE MPa) in slabs and in the exterior concrete subject to freezing 4650 psi (32 shall includeLVL all BEAM hangers and 24" connectors to be STRIP used. FOOTING extruded polystyrene walls. Anchor Bolts shall conform to ASTM A 307. 1/4" STEEL PLATE, MPa). Concrete exposed to freezing shall contain 6% ±compacted 1% entrained air. mm The lifts FLAT ROOF - Native Backfill, in 300 2 - 9 1/2" LVL - 9 1/2" Apply one shop2coat ofLVL Primer to all structural steel complying with CISC/ 3/4" Dia. Steel bolt fasteners reinforcing steel strength shall be 400 MPa. METAL JOIST JOIST 6 Delivery, storage and erection shall meet the supplier’s specification. GROUND FLOOR CPMA StandardMETAL 1. Cut from LVL Beam through posts & beams STEEL COLUMN 2 S-7 STEEL COLUMN 1 Steel Suspension Brac HANGERS HANGERS 2'-0" 2 X 8 WD JOIST, 16" c/c 16" CONCRETE STRIP FOOTING 2 - 2 X 8 BEAM All material shall be kept dry until it is installed in the building. 6 MASONRY Angle lintels to receive two coats of Zinc-Rich Paint to CGSB 1-GP -181. DECK of 3 total - 3-1/2" Dia x 1/4" HSS - 3-1/2" x 3-1/2"- xQuantity 1/4" HSS METAL JOIST HANGERS S-7 All exposed corners to have 3/4" chamfers. - 8" x 16" at Suspension Post + 151.33 to T.O. Sub-Floor Hot Dip Galvanizing shall be done to CSA G164-92. 1 BOTH ENDS - condition mirrored at south side, - 10" x 10" x 1/2" st. Base Plate - 10" x 10" x 1/2" st. Base Plate joists - 2 - 15M Rebars, PLAN VIEW OF BRICK Roof rafters and ceiling or engineered trusses shall be connectedS-7 to the AllSECOND Masonry work shall conform CSA S 304.1.04 Masonry Design for Weld all beams to bearing plates or supporting members. STEPS 3" x 5/16" Steel see Roof Framing Plan & THIRD FLOORtoDECK FRAMING - 2 - 3/4" dia. Anchor Bolts - 2 - 3/4"supporting dia. Anchor Boltsor REAR - 10M Stirrups, 8" c/c walls beams for uplift or lateral forces. Use Simpson connectors SHELF Building and A371 Masonry Construction of Buildings. - 6" x 6"BEARING x 3/8" st. Top Plate 2 Suspension Bracket, 6" x 6" (Hurricane x 3/8" st. Top Plate or equivalent, except where noted on drawings. - 11 7/8" LVL Rim Joist 2 1/2" 2-1/2" 2 X 12 WD CONCRETE REINFORCEMENT PATIO DECK anchors) masonry units shall conform to CSA A 165.1. 24" CONCRETE THIRD STRIP FOOTING STRINGERS FLOOR FLAT ROOF Concrete FRAMING - 11 7/8" s47 TJI Wood e = ± 56" x 3" Compression strength shall beJoists, min. 15 16" MPa.c/c, (2-1/2" BELOW GRND ROUGH CARPENTRY 5" 3'-0" 53'-10" - 8" x 24" SLOPED ROOF Concrete shall be deformed bars conforming to CSA G.30.18 End bearing for floor joists can be no less than 1.75". - 3/4" FLR Reinforcement DECK) Brick unitsT&G shallPlywood conform toDecking CSA A82.1. - 2 - 15M Rebars,- over Third Floor Deck -92 grade 400. 3-1/2"9'-10" x 3-1/2" LVL Mortar shall be type S conforming to CSA A 179. 3 2 x 6 WOOD POST Seeripped 2nd & 3rd Flr Framing Plans on S-2 & S-3 BEYOND Lumber shall conform to: - 10M Stirrups, 8"-c/c 14'-7" 18'-7" 10'-10" 2 x 4 Cross-Strapping, 16" c/c, Welded wire fabric shall conform to CSA G30.5-83 or G30.15-83 Bearing Plates of beams and columns shall be placed on 100% Solid Units or 1/2" Steel Bolts Suspension Post CSA 0141 for softwood lumber 14'-7" 18'-7" 10'-10" 9'-10" in accordance Reinforcing bar supports and placing of reinforcement shall be 2 X 8 JOIST, STAIR LANDING FRAMING provide 8" deep x 24" long Concrete Pad, as directed by the Engineer. BASEMENT down to make 1% slope, see 3rdanfloor CSA 0151 for softwood plywood David Fujiwara A R with the RSIC Manual of Standard Practice. STEEL BEAM 10 x 6 x 1/2" STEEL 10 x 6 x 1/2" STEEL 3/4" Plywood Decking -2 8'-10" below T.O. Sub-Floor Above CONC. WALL BELOW Where hollow concrete block walls contain reinforcement or anchors, fill the 2 x 6 Wood Beams, CSA 0121 for Douglas Fir plywood. 16" c/c SPLICE POINT BASE PLATE, under 8" BASE PLATE, under plan for slope plan void-containing the reinforcement with 3,000 psi. Grout containing 3/8" 11 - 2 x 6 Wood Joists, at 16" c/c METAL JOIST HANGERS 8" 8" beam in beam pocket beam in beam pocket 14" Dia. CONCRETE PIER, 3'-0" Concrete cover to reinforcing bars: TYPICAL EXTERIOR WALL FRAMING 3-1/2" x 3-1/2" LVL W10 x 22 22 BOTH ENDS Detail 4 on S-7 Decking aggregate. andx#2. All joists and rafters to be SPF #1W10 see Detail 4 on S-7 - 5/8" T&G Plywood S-6 - 3/4" Plywood FLOOR Decking 100 Sunr w/ WD POST 4" CONCRETE SLAB SCALE: 1" = see1'-0" Slab 3/4" CONT. DROPPED BEAM CONT. DROPPED BEAM 10" CONCRETE FOUNDATION WALL AT FRONT All- steel masonry or concrete walls shall have 2 x 6beams WoodonStud Framing, 16" c/c, double base150mm plate (6 inches) Suspension Post Studs, plates and bridging: SPF stud grade. Toronto, - See Detail 6 on S-7 see Framing Plans on S-2 & ALL S-4PORCH FRAMING Walls: Against Earth 2" SeeatRoof -4 15M Vertical Re-bar, 16" c/c Framing Plan on S-3 deep bearing, and timber beamsorhave min. 90mm (4 inches) Board bearing and TO BE PRESSURE 1/2" Plywood Sheathing, exterior grade Gypsum All lumber shall be identified by grade stamp and kiln-dried. The maximum S-7 Elsewhere 1 1/2" 8 - 15M Horizontal Re-bar, at 16" c/c 13mm (1/2 inch) air space all around the timber beam. The concrete block TREATED WOOD 4 content at the time of installation shall not exceed 12%. moisture S-7 Beams, Columns 1 1/2" S-7 SKYLIGHT PORCH - reinforcement bars at all wall openings 8 wall directly below the beam shall be 100% solid and 8 inches deep, unless DECK BEAM POCKET david@m S-7 BEAM shown otherwise on drawings. fc POCKET, = 25 Mpafill (2" BELOW GRD Subflooring shall be-3/4" plywood, at top of wall glued and screwed to joists. OPENING C.L. T.O. 2ND FLOOR SUB-FLOOR T.O. 2ND FLOOR SUB-FLOOR SECOND FLOOR DECK with non-shrink grout 15 27 Brick or block veneer shall be tied to the back-up structure, as specified in FLR DECK) 2 X 10 WD BLOCKING, 16" c/c - 12" wide x 9" deep fs = 400 Mpa CONCRETE SLAB ON GRADE CSA A 370-94 Connectors for Masonry. The size of the METAL JOIST HANGERS 14Connectors used is a BEAM POCKET Nikolic Resid Sills underfloor A-13 joists or walls shall be set on a bed of type S mortar and TRIPLE 2 x 4 JACK STUD A-11 EXTERIOR BELOW GRADE: 2 - 2 X 8 BEAM JI JOIST BOTH ENDS function of the width of the gap between backup and masonry. - at top of wall bolted to the foundation walls using 5/8" in diameter bolts @ 4' c/c (but max. Asphalt Damp-Proofing, 2 coats, layer Slab on Grade shall be 4" thick and- have a concrete strength of 32 continuous MPa EQ. EQ. EQ. EQ. EQ. All masonry walls to have Continuous HorizontalA-11 Reinforcement, such as 1'-5 3/4" 12 - 12" wide x 9" deep ALL PORCH FRAMING 8" from ends of pieces.) Bolts TRIPLE shall be long with 2" longEQ. hook at the 2 x12" 4 STUD - 2” Rigid Board Insulation, R-10, pink or blue (4650 psi.) 7 Blok-Lok at 16"STEEL vertically. C TO BE PRESSURE 3-1/2" X 3-1/2" C WITHIN WALL FRAMING A-11 GALVANIZED embedded end. S-7 extruded polystyrene and have a concrete strength of 28 Exterior Slab on Grade shall be 4" thick TREATED WOOD 3'-0" 3'-0" 3'-0" SUSPENSION Control Joints be provided where indicated on the drawings. S-6 S-6 RETAINER AT shall LIGHTWELL 4" x 2-1/2" x 1/2" - Native STEPS POST MPa (4,000 psi.) and 6% ± 1% entrained air. Backfill, compacted in 300 mm lifts 2 X 8 WD JOIST, 1'-0" - See Detail ___ STEEL ANGLE 3-1/2" x 3-1/2" LVL Bridging, blocking and nailing shall conform to the requirements of Part 9 of D Steel Hanger Bracket 2 - 9 1/2" LVL HEADER W SHAFT OPENING 2CONCRETE - 2 x 6 WD BEAM 26" CONCRETE STRIP FOOTING the Ontario Building Code. of structural members not allowed PAD FOOTING Suspension Post 2 X 12GERS METALNotching JOIST HANGERS 16" c/cstud Provide a Wire Mesh of 6 x 6 x W2.1- in slabs on grade 1-1/2" below the at Suspension Post IN metal joist hangers at wall STRUCTURAL STEEL 8" all x 26" without prior approval of the Engineer. All wall studs shall be continuous from 1/2" x 12" Steel 'J' - 3'-0" x 3'-0" x HANGERS 15" Plans STR see Framing METAL JOIST top of the slab. C - 2 - 15M Rebars, floor to floor, roof rafters, and joists for lateral support. Before starting work Anchor Bolt, 32" c/c - 4 - 15MBOTH Re-bar, 9" o/c both ENDS 1'-4" 3'-0" 3 - 2 x 4 Jack Post at corner, All Structural Steel shall conform to CSA G40.21.92 Grade 350W. HSS 2 X 10 - 10M Stirrups, 8" c/c C S-6 the carpenter shall review his proposed method of framing with the Engineer. ways, at bottom of footing B.H. B.H. STAIR OPENING Toronto, O supports Stair Landing Make 1 1/2" deep Saw-Cuts where shown on the drawings or as directed by BLOCKING sections shall be Class H and to have a min. the yield LAMINATED VENEER LUMBER, RAFTERS, ENGINEERED TRUSSES, S-6 strength of 350 MPa. the engineer, within 16 hours of placing concrete. Anchor bolts 260W JOISTS AND PREFABRICATED I-JOISTS DRAWIN See A-14 for Stair GROUND FLOOR DECK FRAMING All re-entrant corners to have 15m x 3 ft. long Diagonal Bars placed 1-1/2" Fabrication and erection shall conform to CAN CSA. S16.09. Steel Suspension Bracket Layout & Details Basement below the top of the slab. LANDING 23 -- 2 X 8 BEAM - 9 1/2" RimbyJoist Welding shall LVL be done qualified welders in Window compliance with CSA W47.1. 5/8" Dia. Bolt Holes Only materials listed in CCMC Registry of Product Evaluation may be used. opening 5 2 x 10 WOOD JOIST at Suspension Post2'-0" Provide 1/2" wide Bond Breaker where slabs about masonry or concrete and -in9accordance withWood CSA W59-1984. connections are welded unless 2nd To 3rd FLR S-7 1/2" s31 TJI Joists, 16"Allc/c, Beams and joists shall be sized and detailed to meet the dimensions and 2 x 10SLAB WOODSTRUCTURAL RIM JOIST BASEMENT FLOOR ASSEMBLY walls. + 5'-0" A.S.F.B shown otherwise. 3/4" T&G Plywood Decking loads indicated on the plans with a live load deflection of L/480. C - 4” Concrete Slab 8" CONCRETE FOUNDATION WALL FACE OF CONC. SECOND & THIRD FLOOR DECK FRAMING Verify all dimensions on site before commencing the fabrication of steelwork. See Ground Floor Framing Plan on S-2 S-6 4" x 2-1/2" x 1/2" STEEL ANGLE - machine trowel finish, almost level 0.25% slope to CORE WALL 6 x 6" x 1/4" HSS POST 6 x 6"BELOW x 1/4" HSS POST BELOW Bolts shall be 3/4" in diameter conforming to ASTM A325M and A490M. 8" CONCRETE WALL BELOW 1 1/2" 24" CONCRETE STRIP FOOTING Internal Framing Shop Drawings shall be prepared and submitted for review, stamped by an - 11 7/8" LVL Rim Joist BRICK BEARING SHELF 1,Post, 4 x 4 POST ABOVE4 x 4 POST ABOVE floor drains MASONRY 3/4" Plywood Decking Anchor Bolts shall conform to ASTM A 307. 9 -WINDOW Fixed at topOPENING, of conc. WallPlans see Framing engineer registered in the Province of Ontario. Information on the drawing FRAMING - Saw-cut control joints as shown on plan 4'-0" S-7 CISC/ Apply one shop coat of Primer to all structural steel complying with FRAMING - 11 7/8" s47 TJI Wood Joists, 16" c/c, - See adjacent detail PLAN C.L. VIEW OF BRICK SETBACK 9 shall include all hangers and connectors to be used. Sill R.O. height 5'-9" A.F. Separate concrete slab from foundation wall and top 8" All Masonry work shall conform to CSA S 304.1.04 Masonry Design for CPMA Standard 1. S-7 SETBACK BEARING SHELF 1 - 3/4" T&G Plywood Decking of footing with thermal break, 3/4" Insulation Board DRAWN BY PR 2 x 6 LEDGER Building and A371 Masonry Construction of Buildings. Angle lintels to receive two coats of Zinc-Rich Paint to CGSB9'-5 1-GP 24'-6 1/2" 2'-7" 28'-2 1/2" 22'-2" 1'-0" 1/2"-181. 2'-4" 3" x 5/16" Steel Hanger Bracket, 1 1/2" Delivery, storage and erection shall 151.33 meet the supplier’s specification. to depth of slab, R-4 blue or pink polystyrene, or A 165.1. 3-1/2" x 3-1/2" LVL Dip Galvanizing shall be done to CSA G164-92. See 2nd & 3rd Flr Framing Plans on S-2 &Concrete S-3 masonry units shall conform to CSA DR T.O. GROUND FLOOR SUB-FLOOR SHAFT T.O.insulation GROUND FLOOR SUB-FLOORHot All material shall be kept dry until it is installed in the building. EXISTING ADJACENT FOUNDATION AT #758 MARKHAM ST. GROUND FLOOR DECK Spray Foam e = ± 56" x 3" Compression strength shall be min. 15 MPa. Weld all beams to bearing plates orOPENING supporting members. Suspension Post PR DESIGN / Brick units shall conform to CSA A82.1. - 1/2" Radiant heat tubing within concrete, see 32'-7 1/2" 11'-4" 8'-11" STAIR FRAMING SETBACK WOOD FRAMING 1-1/2" FROM Roof LANDING rafters and ceiling joists or engineered trusses shall be connected to the Plans Mechanical CHECKED BY: Mortar shall be type S conforming to CSA A 179. FLOOR LOADS SETBACK WOOD FRAMING 5-1/2" FROM R.O. 2 OUTSIDE FACE OF CONCRETE supporting walls or beams for uplift or lateral forces. Use Simpson connectors Overbe 4” placed Spray Foam Insulation, 2 lb.or closed cell, R-25 FACE OF 10" CONCRETE of beams and columns -shall on 100% Solid Units Bearing Plates D.L. = 1.2 Kpa TRIPLE 2 x 6 STUD - 2 -(Hurricane 2 x 6 Wood Beams, ROUGH CARPENTRY WOUTSIDE 10 X 22 STEEL BEAM W 10 X 22 STEEL B FOUNDATION WALL AT SIDES AND REAR 2 - 11 7/8" LVL Beam anchors) or equivalent, except FOUNDATION WALL FRONT AS SHOWN 8” Gravel, level TRIPLE 2 x 6ATSTUD 3 ATwhere GRID Dnoted on drawings. provide an 8" deep x 24" long Concrete- Over Pad, as directed¾” bysharp, the Engineer. L.L. = 1.9 Kpa SCALE S-7 11 WITHIN WALL FRAMING - 2 x 6BWood Joists, at 16" c/c - Overreinforcement Undisturbed Soil hollow concrete block walls contain or anchors, fill the 3 Lumber shall conform to: TYPICAL EXTERIOR WALL FRAMING Where B EndS-5 bearing for floor joists can be no less than 1.75". S-7 void-containing the reinforcement with 3,000 psi. Grout containing 3/8" CSA 0141 for softwood lumber 2 - 12 x 8 x 1/4" Steel Plate, S-6 - 3/4" Plywood Decking 1/4" = S-5 aggregate. - 2 x 6 Wood Stud Framing, 16" c/c, double base plate CSA 0151 for softwood plywood at steel beam splice point see Framing7Plans on S-2 & S-4 All steel beams on masonry or concrete walls shall have 150mm (6 inches) See A-14 for Stair CSA 0121 for Douglas Fir plywood. 3'-0" - 1/2" Plywood Sheathing, or exterior grade Gypsum Board SCALE: 1/4" = 1'-0" DRAWING deep bearing, and timber beams have min. 90mm (4 inches) bearing and Layout & Details A-10 6 13mm (1/2 inch) air space all around the timber beam. The concrete block All joists and rafters to be SPF #1 and #2. S-7 wall directly below the beam shall be 100% solid and 8 inches deep, unless Studs, plates and bridging: SPF stud grade. shown otherwise on drawings. All lumber shall be identified by grade stamp and kiln-dried. The maximum Steel Column 1, Steel Column 2, Brick or block veneer shall be tied to the back-up structure, as specified in moisture content at the time of installation shall not exceed 12%. SCALE: 1/2" = 1'-0" CSA A 370-94 Connectors for Masonry. The size of the Connectors used is a see Foundation Plan see Foundation Plan 3" backup and masonry. function of the width of the gap between Subflooring shall be 3/4" plywood, glued and screwed to joists. - Concrete strength is specified members - Compaction of fill below slab on grade and backfill around the building.

paint or hot-dip galvanized. Contractor to provide alternate pricing. - All LVL and parallam beams shall be min 2.0 e-grade - Provide shop drawings for roof trusses and truss joists and structural steel members sealed by P. Eng. for review - Soil bearing 100 kPa, (assumed) - All structural steel shall conform to CSA standard G40. 21M grade 350W. Anchor bolts 260W. - Fabrication and erections shall conform to CSA STANDARD CAN S16.1 54'-9" - Bolts shall conform to ASTM A325M & A490M. - The concrete strength at 28 days shall be 32 Mpa with a 6 % air-entraining 3'-6" and 25 Mpa for inside concrete. The reinforcing 8'-2" agent for outside concrete7'-4" R.O. steel strength shall be 400 Mpa - Provide solid blocking at every 3 feet where floor joists parallel to the DORMER ROOF Ceiling space to be clear walls .

PO ST

4'-0"

9'-2"

± 2'-10"

± 1'-8" ± 1'-6"

3 - 2 X 10 LINTEL HEADHEIGHT 7'-6" A.F.

1 - 11 7/8" LVL RIM JOIST

10'-4" 1'-0"

8'-5"

3'-0"

13'-5"

EQ.

21'-5"

EQ.

3'-0"

EQ. EQ.

New Ho

7'-10"

7'-3"

10'-4"

12'-3 3/4"

BAY WINDOW SUPPORT BEAM

PORCH FLOOR FRAMING

4'-11 1/4"

2'-10 1/4"

3'-8 1/2"

7'-7 3/4"

2 - 2 x 6 WD BEAM

5'-4" WALL OPENING

2'-11"

2'-0"

4'-9 3/4"

6 PO x 6 ST " x BE 1/4 LO " H W SS

2 - 2 x 8 LEDGER 1/2" BOLTS , 16 c/c

4 P x AB OS 4 O T VE

760 Markh

3 - 2 X 8 LINTEL HEADHEIGHT 7'-6" A.F.

5 1/2"

FRAMING SETBACK

7'-9 1/2"

" LVL BE

3 - 9 1/2

2X8 1/2" BO LEDGER LTS, 16 " c/c

3 - 9 1/2" LVL RIM JOIST

2 x 6 JOIST, 12" c/c

metal joist hangers 5 1/2"

FRAMING SETBACK

2 X 10 WOOD JOIST

2 X 10 WOOD RIM JOIST

P AB OS O T VE

EQ.

BEAM POCKET, fill with non-shrink grout

ONE ROW OF BLOCKING MID-SPAN

3'-0"

EQ.

2 x 6 JOIST

4'-9 3/4"

EQ.

2 x 10 WOOD JOISTS, 16" c/c

20'-4"

2 - 9 1/2" LVL BEAM

3'-7 1/2"

BO T VE

3 8" P -2 8" A OS x

6 P x 3 OS 6" PO - 2 T x 1 ST x 6 BE /4" LO H AB W SS O VE

3" 3"

P AB OS O T VE

1'-4"

1 3/4" NOTCH BEAM EQ.

3 C 1/2 O " LU D M ia. N x BE 1/ LO 4" H W SS

9'-9" 10'-6"

4'-1"

3 P - 2 2'-9 1/2" AB OS x O T 6 VE

8'-0"

5 1/2"

± 3'-4"

ONE ROW OF BLOCKING MID-SPAN

7 1/4"

3 P -2 AB O8" S x O T 6 VE

2 - 9 1/2" LVL

3'-1"

1'-10"

3'-8"

2 - 9 1/2" LVL

WINDOW OPENING, - Sill R.O. height 5'-9" A.F.

8'-0 1/2"

3 C 1/2 O " LU D ia M 7'-6" N .x BE 1/ LO 4" H W SS

9'-2"

7'-9 1/2"

P AB OS O T VE

3'-3"

R.O.

1'-0" 10'-4" 10'-4"

3 - 9 1/2" LVL BEAM

WINDOW OPENING, - Sill R.O. height 3'-10" A.F.

4'-0"

EQ.

2 - 9 1/2" LVL BEAM

3 P -2 AB OS x O T 6 VE

9'-9"

5 1/2"

± 2'-0"

± 1'-8"

± 3'-8"

3 P -2 AB OS x O T 6 VE

EQ.

ROW OF BLOCKING MID-SPAN

EQ.

2 x 10 WOOD JOISTS, 16" c/c

ONE ROW OF BLOCKING MID-SPAN

5'-0"

EQ. P AB OS O T VE

10'-2 1/2"

10'-10"

8'-5 1/4"

2 x 10 WOOD JOISTS

21'-8"

2 x 10 WOOD JOISTS

Ground & S Floor Framin

4'-11 1/4"

SECOND FLOOR DECK

± 6'-4"

8'-8"

7'-6"

FACE OF CONC. CORE WALL

2'-4"

3 P -2 AB OS x O T 6 VE

2'-2"

EDGE OF PORCH ABOVE ONE

10'-10"

2 - 9 1/2" LVL

EQ.

10'-2"

ONE ROW OF BLOCKING 2'-2" MID-SPAN

2 - 9 1/2" LVL

3 H 1/2 SS " C x3 O 1 LU /2 M "x N 1 BE /4" LO W

EQ.

10'-2"

ONE ROW OF BLOCKING MID-SPAN

2 x 10 WOOD JOISTS, 16" c/c max.

Basement Window opening

2 X 10 WOOD RIM JOIST

FRAMING SETBACK

THIRD FLOOR DECK

1 1/2"

POST & BEAM BRACING PLATE

5'-3" STAIR

3 - 2 X 8 LINTEL

2 - 2 X 8 LEDGER PRESSURE TREATED, 1/2" BOLTS, 16 c/c

3 - 2 x 10 BEAM

BEAM

FACE OF CONC. CORE WALL

THIRD FLOOR DECK

BEAM

3'-0 1/4"

1'-10"

x 10

6 PO x 6 ST " W BE D. LO W

3 P -2 AB OS x O T 6 VE

FRAMING SETBACK

6 PO x 6 ST W D BE . LO

2'-8"

10" 5'-3"

10'-8"

SECOND FLOOR FR

SECOND FLOOR FRAMING PLAN

2 x 10

21'-5"

3-2

8'-1"

5'-8" 4'-0" EQ.

THIRD FLOOR FRAMING ILLUSTRATION

SUB-FLOOR T.O. 2ND FLOOR SUB-FLOOR

1 1/2"

2ND FLR BAY WINDOW

P AB OS O T VE

3'-0" 2'-0"

FRONT PORCH FRAMING

SUB-FLOOR T.O. 3RD FLOOR SUB-FLOOR

OF FRAMING T.O. ROOF FRAMING

18'-0"

P AB OS O T VE

3 P -2 BE OS x LO T 6 W

S PO HA ST VE D BE 6 LO x 6 W W

2 X 10 LEDGER, 1/2" BOLTS, 8" c/c

FRONT PORCH FRAMING

GROUND FLOOR FRAMING ILLUSTRATION

FOUNDATION ILLUSTRATION STRUCTURAL FRAMING LONG SECTION

ONT WALL

2ND FLR BAY WINDOW

P AB OS O T VE

3 P -2 BE OS x LO T 6 W

3 - 11 7/8" LVL BEAM

1 - 11 7/8" LVL JOIST

11 7/8" TJI s47, 16" c/c

TWO ROWS OF BLOCKING

2 - 11 7/8" LVL BEAM

TWO ROWS OF BLOCKING

3'-8 1/2"

3 P -2 SA OS x M TB 6W E E D AB LO O W VE ,

3 U -2 W ND x IT E 4 P H R IN LA OS W N T AL DI L NG

3 P -2 SA OS x M TB 6W E E D AB LO O W VE ,

3'-4"

3 P -2 SA OS x M TB 4W E E D AB LO O W VE ,

3 J -2 AB AC x O KP 4 VE O ST

9'-6 1/2"

R.O.

3 - 2 X 8 LINTEL HEADHEIGHT 8'-0" A.F.

EQ.

3 BE - 2 LO x 6 W W D

1'-10"

11 7/8" TJI s47, 16" c/c

17'-3"

11 7/8" TJI s47, 16" c/c

2 - 11 7/8" LVL BEAM

R.O.

TWO ROWS OF BLOCKING

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

2 - 11 7/8" LVL BEAM

BRIDGE

3 P -2 SA OS x M TB 6W E E D AB LO O W VE ,

11 7/8" TJI s47

TWO ROWS OF BLOCKING

11 7/8" TJI s47, 16" c/c

11 7/8" TJI s47

8'-0"

3 P -2 SA OS x M TB 6W E E D AB LO O W VE ,

1'-6"

11 7/8" TJI s47

11 7/8" TJI s47, 16" c/c

TWO ROWS OF BLOCKING

3 - 2 x 10 LINTEL HEADHEIGHT 8'-0" A.F.

ROOF FRAMING ILLUSTRATION

ARDS IA BO ER FASC 10 NAIL X ON 2 DGER D LE WOO AM 5 1/2" LVL BE 1/2" 3-9

1 - 11 7/8" LVL RIM JOIST

G CKIN BLO

21'-5"

2 x 10

1ST to 2ND FLR)

1'-7 3/4"

O ST

2 - 2 x 6 WD BEAM

3 BE - 2 LO x 4 W P

3 P -2 SA OS x M TB 6W E E D AB LO O W VE ,

STRUCTURAL NOTES

CGROUND FLOOR FRAMING PLAN

STAIR LANDING 2 FRAMING (2ND to 3RD FLR)

S-2

SECOND FLOOR DECK

2 x 6 Top Plate

TH WALL

Pre-finished Aluminium Flashing, under window frame, over asphalt shingles

FLAT ROOF EAVE, TYPICAL

SCALE: 1"

Fibreglass Window, installed to Manufacturer's specs

1'-0"

FLAT ROOF EAVE, AT WEST STUDY

SCALE: 1"

2 x 6 WD Ledger Board

Spray Foam Filler, air tight seal

1'-0"

Pre-finished Aluminium Flashing, under window frame, over asphalt shingles 5-1/2" Batt Insulation, R-32 2 x 6 WD Ledger Board

1/2" Gypsum Board, over Vapour Barrier, 6-mil polythylene Fibreglass Window, installed to Manufacturer's specs Spray Foam Filler, air tight seal

Aluminium Flashing Cap, pre-finished

1/2"

x 6Wood WoodToprail, LedgeMaple 2 1/2"2Dia.

SLOPE ROOF AT 3RD FLR FLAT ROOF FLAT ROOF EAVE, AT WEST STUDY SCALE: 1" = 1'-0" 29 SCALE: 1" = 1/2" 1'-0" Gypsum Board

CRIPPLED RAFTERS ON WALL PLATE AND LEDGER AT DORMER 1 1/2"

1 1/2"

T.O. GROUND FLR SUB-FLOOR

1'-0"

SCALE: 1"

2 x 6 Wood Sill Plate,

. min e 0" an 1 11/32 2'- nbr rlap me ove 1

Revised Building Permit 2 x 2021-07-19 61/2" WDGypsum Wall Framing, Board Ceiling, Submission

1'-0"

3-1/2" Batt Insulation, R-14, Spray Insulation 4" 4" Foam Spray Foam Insulation, 4" thick, Acrylic Stucco, 3-Coat EIFS, Rockwool 6" x 4" x 1/2" 2-lb. Steel closed-cell Angle Lintel, bearingor equivalent polyurethane, R-25, 3" Styrofoam Board Insulation, on Brick Veneer, continuous through Bay 1/2"underside Thermal Break, LANDING 2 from of plywood deck (Wood frame,R-11, drainage flute back Window WallorFraming polystyrene tentest 3-1/2" Batt Insulation, R-14, Rockwool

3.0

Building Permit Submission

No.

Issue Name / Status

Aluminium Channel Reveal 2-Ply Modified Bitumen Roof Membrane, up and over cants, down 24" min. over 1/2" Gypsum Board slope roof, granular 3rd ply cover, on 2 x 4 Wood Framing on 5/8" Plywood Decking

2021-07-23

Metal Panel Soffet, on furring as req. Metal Window

1.5" LIGHTWEIGHT CONCRETE SCREED, - See Mechanical Plans for detail spec. 7-1/4" LVLfiller Beam see Roof Slope Plan Spray Foam, air tight

ROOF DETAIL AT BAY WINDOW HEAD AT FRONT WALL Fibreglass Window Frame

5-1/2" Batt between on 2Insulation x 2 Furring at Bay Window

6-mil VapourSCALE: Barrier 1" 2021-04-19

1'-0"

Spray Foam Filler, air tight seal

Aluminium Sill Flashing, ROOF DETAIL AT BAY WINDOW HEAD AT FRONT WALL Caulked at window frame

SCALE: 1"

1'-0"

Air Barrier, Tyvek house wrap 2-1/2” Rigid Insulation, R-10 Window vertical Frame 1 x 3 Wood Furring, 16” o/c installed Foam,Maibec air tight filler Wood Siding, 1x5 horizontal Spray pre-finished

1/2" Thermal Break, polystyrene or tentest

Barrier, 6-mil bearing onover BrickVapour Veneer, continuous polythylene, 2 x 4 wood framing through Bay on Window Wall Framing

david@mainstreetstudio.ca 1.5" Lightweight Concrete Screed,

11"

1 x 2 Wood Furring, mechanically fastened to beam through insulation

TOP OF SUBFLOOR

3/4"

5'-11"

7'-7 3/4"

2 x 6 Framing Members 2 x 12 Double Header Beam 2 x 12 Rim Joist, continuous

Metal Shoe, anchored min. 4" into concrete pier, 1/2" Steel Bolt through post FINISHED GRADE

GROUND FLOOR ASSEMBLY

on Furring

SCALE: 1"

1'-0"

3-1/2" Metal Studs

Vapour Barrier, 6-mil polythylene cont. sheeting

WOOD SLAT GUARD

EDGE OF 2ND FLOOR ABOVE

Wall under stair

Spray Foam, air tight filler

4 A-14

SCALE: 1/2" =

Blueskin Flashing, over window flange

Sill Gasket, continuous plastic foam strip

3/4" CLEAR GRAVEL

Spray Foam filler, air tight 10

T.O. BASEMENT SLAB

Asphalt Damp-Proofing, 2 coats, continuous layer 5

Studs

1'-0"

New House

Aluminium Flashing

1 x 6 Deck Boards, 1/8" gap spacing, pressure treated, brown

8" Wall - See Structural Details on S-7

ondercakmakci@gmail.com

1/2" Gypsum 1/2" x 12"Board Steel 'J' Anchor Bolt, 32" c/c

2" Styrofoam Board Insulation Asphalt Damp-Proofing, 2 coats, continuous layer

1 x 3 Wood Furring, 24" c/c

REAR PATIO THRESHOLD SCALE: 1"

A-13

- See Structural Details on S-7

1'-0"

DRAWING

Aluminium Flashing, at grade transtion

FINISHED GRADE

Architectural Details 1 (Ground Floor)

DRAWN BY

PROJECT NO.

DRAWING NO.

A-14

Toronto, Ontario

2" Rigid Insulation Board, below grade pink or blue polystyrene, R-10

2021-11-16 8" NO. Reinf'd. Concrete Foundation Wall DRAWING 1'-0", 1'-0"

New House

Acrylic Stucco, 3-Coat EIFS, above grade

Wood Blocking

Sill Gasket, continuous plastic foam strip

Vapour Barrier, 6-mil polythylene cont. sheeting

760 Markham St.

3-1/2" Metal Studs

1/2" Gypsum Board

2-1/2" Metal Studs 2021-11-16

SCALE

1/2" = 3/4" =

4" x 2-1/2" x 1/2" Steel Angle,

fixedMetal with 1/2" Steel bolts at 30" c/c Resilient Channel

Spray Foam, air tight filler

1'-0"

Nikolic Residence

3-1/2" Acoustic Batt Insulation

Metal Window PRINTING DATE Frame, by manuf.

PRINTING DATE

DESIGN / BY: Concrete CHECKED Foundation

100 Sunrise Ave., Unit 104 Toronto, Ontario M4A 1B3 416-703-3399 david@mainstreetstudio.ca

2 x 6 Wood Sill Plate, pressure treated, continuous

over window flange

1" 2003=

David Fujiwara A R C H I T E C T

pressure treated, on metal hangers

9-1/2" LVL Rim Joist 2 x 6 Wood Sill Plate, Metal Joist Hanger pressure treated, continuous

pressure treated

PROJECT NO.

2 x TJI 8 WD Joist, at Front 9-1/2" s31 Floor Joist Porch,

Resilient Metal Channel Blueskin Flashing,

SCALE

DRAWN BY

Date

3/4" T&G Plywood Decking

Water Proof Coating, 3-1/2" Acoustic Batt Insulation trowel applied to sheathing

1 x 3 Wood Furring, 24" c/c

2021-04-19

Issue Name / Status

2 - 2 x 8 WD Ledger Board

9-1/2" TJI s31 Floor Joist

2003

Building Permit Submission

No.

Moisture Barrier, 9 1/2" LVL Rim 6-mil Joist Polythylene, continuous sheet

5-1/2" Batt Insulation

PROJECT NO.

3.0

Double 2 x 6 Base Plate

over blocking

3/4" T&G Decking 1/8"Plywood gap spacing

DRAWING DRAWN BY

3.1

Revised Building Permit 2021-07-19T.O Submission

1.5"3-1/2" Lightweight Concrete Brick Veneer Wall Screed, poured level - 1/2" Radiant Heat Tubing within concrete, see Mechanical Plans - Cut and block all air vents, shafts, openings, before pouring

Door

T.O. GROUND FLR SUB-FLOOR

CHECKED BY:

2021-07-23

1" Air Space , ventedsee top schedule and bottom Porcelain Tile Finish,

2 x 6 Deck Joist 9-1/2" LVL Joist at Grid B, Details see Gnd Flr Framing Plan 4 (Roof) Metal Joist Hangers

Section DESIGN /

Tender Set Issued

3" Rigid Insulation Board, R-12.5

Moisture Barrier, 1 x 6 Deck Boards,

DRAWING

Vapour Barrier, Stair LayoutDR & 6-mil polythylene cont. sheeting

SCALE:

4.0

Air Barrier, Tyvek house wrap

1.5" Lightweight Concrete Screed Wood Door Threshold, - See Mechanical Plans for detail spec.

Toronto, Ontario

BASEMENT To GROUND FLOOR STAIR PLAN

2 x 8 WD Joist,

Nikolic Residence

1/2" Gypsum Board 3-1/2" Metal Studs

Wood Blocking A-8

1 x 6 Deck Boards, 1/8" gap spacing, pressure treated, brown

over 6-mil Vapour Barrier

Resilient Metal Channel

Window, by manuf. FOUNDATION Metal DRAINAGE - Weeping Tile, 5" dia. plastic Big-O, with Filter Sock - Installed at level of footing, around perimeter, - Drained to interior sump pit - 3/4" Clear Gravel cover, min 12" = 1'-0" 2" Rigid Insulation Board, cover over pipe SCALE: 1" Tel: 905-257-9641 pink or blue polystyrene, R-10 - Geotextile Cover over gravel - Backfill with Native1/2" Soil, = 1'-0" 289-242-8589 SCALE: compacted in 12" Lifts

SCALE: 1"

Toronto, Ontario 2 - 2 x 8 Ledger Boards,

BCY Structural Engineers & Consultants 2351 Eighth Line, GRND Oakville FLR ON. L6H 7L7 AT BASEMT. F.ESC. WINDOW ASMB.

FRONT PORCH ROOF FRAMING STAIR SECTION 1 4 LVL SCALE: 1/2" = 1'-0" - 2 x 10 WoodCONCRETE Joist, STRIP 16"FOOTING c/c, (also beam), UNDISTURBED - see Structural Details on S-7 SOIL - 2 x 2 Cross Strapping, ripped down to make 1% slope, see Roof Framing Plan for slope plan - 5/8" T&G Plywood Decking TYPICAL FOOTING DETAIL See 2nd Floor Framing Plan on S-23 SCALE: 1" = 1'-0"

Porcelain Tile Finish, see schedule

416-703-3399 david@mainstreetstudio.ca

1/2" Gypsum Board

FRON

6-mil

TYP.= BASEMENT WINDOW HEAD 1'-0"

SCALE: 1"

3/4" T&G Plywood Decking100 Sunrise Ave., Unit 104

Resilient Metal Channel Edge of opening at GroundMetal 3-1/2" Floor framing above

RISE: 7 5/32" RUN: 10 1/4"

1'-0"

Architectural 760 Markham St.

2" Styrofoam Board Insulation

416-703-3399 1/2" Thermal Break, polystyrene or tentest david@mainstreetstudio.ca

9-1/2" TJI s31 Floor Joist 3-1/2" Acoustic Batt Insulation Metal Window Frame 3-1/2" Acoustic Batt Insulation Nikolic Residence

1.5" LIGHTW - See Me

BAY WINDOW OVER BRICK VENEER WALL

100 Sunrise Ave., Unit 104 Toronto, Ontario M4A 1/2" 1B3Gypsum Board,

Toronto, Ontario M4A 1B3

SCALE: Porc

at Wood Joist to LVL Beam connection

Metal Window Frame, by manuf.

BAY WINDOW OVER BRICK VENEER WALL

Wood Blocking SCALE: 1"

S radian FRON 3

Spray Foam Filler, air Joist tight Hanger seal (red shading), Metal

T.O. GROUND FLR SUB-FLOOR

1/2" x 12" Steel 'J' Anchor Bolt, 32" c/c

Porcelaine Tile Finish

5-1/2" Batt Insulation between joist, R-23,

1/2" Plywood Sheathing

Porcelain Tile Finish, see schedule

at Wood Joist to LVL Beam connection

2 x 6 Wall Studs, 5-1/2" Batt Insulation between

Spray Foam, airFloor tight Joist filler

WOOD GUARD, 36" HT.

Geotextile sheet over gravel

A-13

2021-04-19

Blueskin Flashing,Maibec Boards Metal Hanger (red shading), over window flange 2 x 10Joist Blocking

Date ARCHITECT David Fujiwara

1.5" Lightweight Concrete Screed, poured level 1.5" Lightweight Concrete Screed, - 11/2" Radiant Heat Tubing within - poured level Drip Edge, concrete,Metal see Mechanical Plans Heat Tubing within - 1/2" Radiant roofairmembrane - Cut and under block all vents, concrete, see Mechanical Plans shafts, openings, before - Cutpouring and block all air vents, shafts, 2 - 2 x 8 Woodopenings, Beam before pouring

1-1/2" Rigid Board Insulation, R-7.5

DORMER EAVE 21 3 - 2 x 8 Wood Lintel1" SCALE: = Aluminium 1'-0" Flashing

NATIVE SOIL BACKFILL

Issue Name / Status

1between x 6 Pre-finished joist, R-23,

Asphalt Damp-Proofing, 2 coats, continuous layer

6-mil Polythylene, continuous sheet pressure treated, brown, New House

Double 2 x 6 Base Plate

pressure treated

Building Permit Submission

Rim Joist 2 x 10 Blocking 2 x 6 Wood Sill Plate, Batt Insulation pressure treated,5-1/2" continuous

3" Styrofoam Board Insulation

1'-0"

760 Markham St.

1/2" Plywood Sheathing

2 x 6 Wood12'-0 Sill 1/2" Plate, pressure treated, continuous

3.0 No.

1/2" Thermal Break, polystyrene or tentest

Moisture Barrier, Moisture Barrier, Polythylene, Fascia 6-mil Board, 6-mil Polythylene, continuous sheet continuous1 sheet x 10 pre-finished Maibec David Fujiwara A R C H I T E C T Wood Siding Soffit, 3/4" T&G Plywood Decking 1 x 5 pre-finished Maibec

trowel applied to sheathing

2nd FLOOR STAIR PLAN

1'-0"

3.1

Revised Building Permit 2021-07-19 Submission

2021-07-23

Porcelain TileHangers Finish, see schedule Metal Joist

2 X 4 WD Stud Frame Date Water Proof Coating,

Vapour Barrier, 6-mil polythylene Metal Window Frame, by manuf., GROUND To 2 with built-in sill & flange

3'-8 1/2"

Issue Name / Status

pink or blue polystyrene, R-10

Gasket, continuous plastic foam strip

2'-0"

1'-4" 3'-8"

LEVEL

11'-0"

2-1/2" Rigid Board Insulation, R-12.5 Water Proof Coating, Asphalt Damp-Proofing, trowel applied to sheathing T.O. GROUND FLR SUB-FLOOR 1/2" Gypsum Board Ceiling, on 1 x 22 coats, Woodcontinuous layer 1/2" Plywood Sheathing Rim Joist Furring, mechanically fastened to u/s of joists 9-1/2"Stringer LVL Rim Joist Wood Stair, through insulation 2" Rigid Insulation Board, 1/2" Plywood Sheathing 2see x 6detail Wood Sill Plate,

T.O. GROUND FLOOR SUB-FLOOR

REAR PORCH PIER DETAIL

on metal joist hangers

No.

LANDING 1 - GROUND To 2nd FLOOR - 2 x 6 Joist & LVL Beams, see Framing Plan on S-2 - Subfloor: 3/4" Plywood decking onto Framing Joist - Finish: 3/4" Finishing Wood, see schedule - Underside: 1/2" Gypsum Board

1/2" Gypsum Board

3/4" Clear Stone, 6" depth

CONCRETE PIER - see Structural Details on S-7

2021-07-19

Tender Set Issued

DRAWING NO.

GROUND Double 2 x 6 Top Plate FLOOR

Building Permit Acrylic Stucco, 3-Coat EIFS, 2021-04-19 3" Styrofoam Board Insulation, Submission 2 X 6 Base Plate/Blocking 2 x 8 Rafters beyond, 16" c/c max., R-11, drainage flute back

T.O. 2ND FLOOR SUB-FLOOR

4"BAY CONCRETE SLAB SECOND FLOOR WINDOW WALL FRAMING - see Structural Details on S-7 - 2 x 4 Wood Stud Framing, 16" o/c, double base plate 1/2" Plywood Sheathing SKYLIGHT DETAIL 17Double 2 x 6 Top Plate 1/2" Thermal Break, Spray Foam 22 SCALE: 1" = 1'-0" 1/2" Gympsum Board, 4" Spray Foam Insulation A-12 on Vapour Barrier, 6-mil polythelene

ut Framing - See description at Cross Section A

7'-10" 7'-6"

T.O. 3RD FLR SUB-FLOOR

1'-0"

3.0

3'-7 1/2" 1 x 3 Wood Furring, horizontal, 24" c/c

9'-6 1/2" 45 degree Blocking

4.0

7-1/4" LVL Beam

RISE: 7" 2021-07-23 RUN: 11"

1 9 19/32

from underside of plywood deck

10'-6"

1 x 12 Wood Fascia, on 1 x 2 Furring

iling Block

Edge of Framing Beam

welded to stringer - Threads: 2 x 12 Wood Planks, Batt-Insulation, R-14, Rockwool Risers: 1 x 4 Wood,

T.O. GROUND FLR SUB-FLOOR

out Rafters

SCALE: 1"

(Wood frame, see Framing Plans)

2'-4"

2ND FLR BAY OVER GROUND FLR BAY WOOD SLAT GUARD

Revised Building Permit Spray thick, 3.1Foam Insulation, 4" 4'-11" Submission 2-lb. closed-cell polyurethane, R-25,

2 x 8 Rafters beyond, 16" c/c max., on metal joist hangers

2 - 7-1/2" LVL Beam 3" Rigid Board Insulation, R-15

6 x 6 Wood Post

1'-0"

5/8" Cement Board Ceiling, from Conc. wall to u/s of LVL beam to seal underside of GROUND Gnd floor atFLR exterior T.O. SUB-FLOOR 1 x 6 Pre-finished Boards 2 Maibec x 10 Wood Joists

GRD FLR ASMB. AT BAY WINDOW

see detail

x 6 Pre-finished = 11'-0"

1'-0"

3-1/2" Batt Insulation, R-14, Rockwool

CONCRETE FOUNDATION WALL - see Structural Details on S-7

3 - 2 x 10 Wood Beam

Insulation

4.0 Tender Set Issued

Metal Joist Hangers

2'-10 1/4"

al Flashing x 6 Ledger

SCALE: 1"

2-Ply Modified Bitumen Roof 2'-10" Membrane, down 1" min. over fascia, granular 3rd ply cover, on 1/2" Plywood LANDING 1

2-1/2" Rigid Board Insulation, R-12.5

Metal Joist Hangers

Double 2 x 6 Base Plate

Acrylic Stucco, 3-Coat EIFS

11"

3'-0" GUARD

5'-

3-1/2" 11"

Insulation

ming Curb

1/2" Gypsum Board, on 1 x 2 Wood Furring, mechanically fastened to u/s of joists through insulation

DOUBLE HEADER AT STAIRWELL

8'-2"SCALE: 1"

REAR PATIO9THRESHOLD Maibec Boards SCALE: 1" =

Metal Joist Hangers

19 A-12

1'-4" 2 x 8 WD Joist, 1'-0" pressure treated, on metal joist hangers

- Underside: 1/2" Gypsum Board

6'-

1 x 6 Deck Boards, 1/8" gap spacing, pressure treated, brown

2ND FLR BAY OVER GROUND FLR BAY

- 2 x 6 Joist & LVL Beams, see Framing Plan on S-3

Vapour Barrier, 6-mil polythelene

Spray Foam Insulation, 4" STAIRS thick, STEEL STRINGER 2-lb. closed-cell polyurethane, - Stringer: 2" x 12" x 1/2" R-25, 'C-channel' Steel - Thread Brackets: from underside of Support plywood deck 3" x 1/2" Steel Angle, 7'-9 1/2"

4'-11 1/4"

TOP OF SUBFLOOR

Skylight SECOND FLOOR ASSEMBLY ic Skylight - See description at Cross Section A -FF-Butted 101" x 72"

SKYLIGHT DETAIL

- Subfloor: SCALE: 1" 3/4"=Plywood 1'-0"decking onto Framing Joist - Finish: 3/4" Finishing Wood, see schedule

3'-7 1/2"

1-1/2" Rigid Insulation

Wood Cant 2 Flashing, x 6 Wall Studs, Aluminium cont. between LVL beam 5-1/2" Insulation and Ledger, withBatt projecting foldedbetween drip edge 2 x 10 Wood Joists

Architectural Details 4 (Roof)

DORMER EAVE INTO FLAT ROOF SLOPE ROOF

2124

EDGE OF 2ND FLOOR ABOVE

GRND FLR ASMB. AT BASEMT. F.ESC. WINDOW OD SCALE: 21 1"WO = 1'-0" A-13 5'-11" 3'-7 1/2"

A 2 - 2 x 4 Wood Skylight Framing SL Curb

trowel applied to sheathing

on metal joist hangers

New House

2'-10"

R.O.

3'-6"

1/2" Gympsum Board, on Vapour Barrier, 6-mil polythelene

A GU

9'-9"

MetalMetal Window, manuf. Soldered TopbyFlashing, 12" min. under shingles & roof membraine

3'-0" GUARD

4'-10 1/2"

7 5/16"

4'-9 3/4"

Double 2 x 6 Top Plate

x 8 Lookout Framing

WALL MTD. HANDRAIL

3/4"

DORMER ROOF FRAMING - 2 x 8 Wood Rafters, 16" c/c, metal joist hangers, - 1/2" T&G Plywood Roof Sheathing, T&G or clips See Roof Framing Plan on S-3

4'-6 1/2"

3'-0" GUARD

760 Markham St.

2nd To 3rd FLOOR STAIR PLAN

TYPICAL SLOPED ROOF FRAMING - 2 x 8 Wood Rafters, 16" c/c, rafters to spring from exterior wall framing or beam, - 5/8" Plywood Roof Sheathing, T&G or clips SeeROOF Roof Framing Plan on S-3 SLOPE AT 3RD FLR FLAT ROOF

Drip Edge

1 x 6 Deck Boards, pressure treated, brown

6" x 4" x 1/2" Steel Angle Lintel, bearing on Brick1/2" Veneer, continuous Thermal Break, Tile Finish, see schedule Porcelain 416-703-3399 through Bay Window Wall polystyrene orFraming tentest

2'-0"

cia Board, ed Maibec

SECOND FLOOR BAY Wood BLocking WINDOW WALL ASSEMBLY - See assembly note at Pre-finished Aluminium Flashing Section C, on A-8 1 x 10 Fascia, prefinished Maibec, Air Barrier Membrane, on 3/4" Furring, pressure treated SECOND FLOOR Tyvek house wrap BAY Acrylic Stucco, 3-Coat EIFS, WINDOW WALL ASSEMBLY 3 - 2 x 10 Wood Beam, pressure treated Cant -Wood See assembly note at 3" Styrofoam Board Insulation, Section R-11, drainage flute back C, on A-8 Metal Joist Hangers Air Barrier Membrane, Water Proof Coating, Tyvek house wrap 2 x 8 Porch Joist, pressure treated,

1/2" Thermal Break, 100 Sunrise Ave., Unit 104 polystyrene or tentest Toronto, Ontario M4A 1B3

Spray Foam Insulation SIZE TO BE CONFIRMED BY ONDER

9-1/2" TJI s31 Floor Joist

1/2" Gypsum Board 16 Air Barrier Membrane, Metal Drip Edge, 9-1/2" LVL Joist at Grid B, SECOND FLOOR BAY Tyvekfixed house under roof A-12 membrane Furring to wrap Roof Joist see Gnd Flr Framing Plan WINDOW WALL ASSEMBLY

Water Proof Coating, SECOND FLOOR ASSEMBLY SECOND FLOOR ASSEMBLY Spray Foam Insulation Spray Foam Insulation poured level 1.5" Lightweight Concrete Screed, trowel applied to sheathing assembly note at16" c/c max., Cant - See assembly note at -Wood See assembly notebetween at 2 -x See 8 Rafters beyond, 2 - LVL Beam, see Stuct. Framing plans 7-1/2" Batt Insulation joist, R-28, - 1/2" Radiant Heat Tubing within poured level Beam 3-1/2" Acoustic Batt Insulation Nikolic Residence TypicaltoSection A Typical Section A Section C, on A-8 2 - 2 x 8 Wood x 8 Rafters beyond, 16" c/c max., Porcelain Tile Finish, see schedule bird's1/2" mouth Ledger Board on meet metal joist hangers Thermal Break, - 1/2" Radiant Heat Tubing 2within see Mechanical Plans 1/2" Thermalconcrete, Break, 2 x 6 Wall Studs, LVL Beam, size varies, metal joist hangers polystyrene or tentest 16 Resilient Metal Channel concrete, see Mechanicalon Plans Barrier Membrane, polystyrene- Cut or tentest and block all air vents, shafts, 5-1/2" Batt Insulation between 1.5" Lightweight Concrete Screed, poured level seeAir Roof Framing Plan Fascia Board, A-12 T.O. SECOND FLOOR SUB-FLOOR - Cut and block all air vents, Tyvek house wrap T.O. SECOND FLOOR SUB-FLOOR 2 x 6 Wood Ledge openings, before pouring - 1/2" Radiant Heat Tubing within concrete, Metal Joist Hangers 1/2" Gypsum Board SECOND FLOOR ASSEMBLY Double 2 x 6 Base Plate SECOND FLOOR ASSEMBLY shafts, openings, before pouring 4 6-mil polythylene 2 X 6 Basebetween Plate/Blocking 2 x 6 Ledger Board 1 x 10 pre-finished Maibec see Mechanical Plans Barrier, 7-1/2" Batt Insulation joist, R-28, - Vapour See Wood Cant - 11See note Door 11 7/8" LVLassembly BeamA-14 at note Grid at B Vapour Barrier, 7/8"assembly LVL Beam at Gridat B 2 x 10 Joists - Cut and block allWood air vents, shafts, openings, Wood Siding Soffit, Batt Insulation fill between LVL & firstWood TJI Door Threshold, Typical Section A TypicalMoisture Section ABarrier, 6-mil Polythylene, Metal Flashing 6-mil polythylene T.O. GROUND FLR SUB-FLOOR before pouring Vapour Barrier, 6-mil polythylene 1 x 5 pre-finished Maibec cont. sheeting 2-1/2" Rigid Board Insulation, R-12.5 SCALE: 1/2" = 1'-0" Spray Foam, air tight filler Moisture Barrier, 6-mil Polythylene, over 11-7/8" blockings47 TJI Wood Joists continuous sheet 2 x 6 Ledger 11-7/8" s47 TJI Wood Joists 2-1/2" Rigid Board Insulation, R-12.5 continuous sheet Moisture Barrier, 6-mil Polythylene, 2 x 6 Wood Sill Plate, 9-1/2" LVL Rim Joist 2 - 7-1/2" LVL Beam 1/2" Gypsum Board 1-1/2" Rigid Board Insulation, R-7.5 Vapour Barrier, 6-mil polythylene FLOOR SUB-FLOOR 1/2" Gypsum Board T.O. SECOND FLOOR SUB-FLOOR 1T.O. x 6SECOND Deck Boards, Metal Window Frame, by manuf., WOOD SLAT GUARD continuous sheet pressure treated, continuous 9-1/2" LVL Joist 3/4" T&G Plywood Decking 3 - 11 7/8" LVL Beam pressure treated, brown, ray Foam Insulation 3/4" T&G Plywood Decking with built-in sill & flange Spray air tight filler 3" Rigid Board Insulation, R-15 1/2" Gypsum Board Ceiling, on Foam, 1 x 2 Wood 11 7/8" LVL Beam at Gridon B 1 x 2 Wood 1/8" gap spacing 11 7/8" LVL Beam at Grid B 3/4" T&G Plywood 1/2" Gypsum Board Ceiling, 2 x 10 Decking Wood Joists Toronto, Ontario 5-1/2" Batt Insulation, between Metal Studs 2 x 6 Wood Sill Plate, Furring, mechanically fastened to u/s of Furring, mechanically fastened to u/s of joists T.O. GROUND FLR SUB-FLOOR 2 x 8 Wood Blocking Water Proof Coating, pressure treated 1 x 2 Wood Furring, mechanically joists through insulation Metal DRAWING 4.0 Tender Set Issued 11-7/8" 2021-07-23 x 8 Lookout Rafters 11-7/8" s47 TJI Wood Joists insulation 4 through s47 TJI Wood Joists Window Frame Spray Foam Filler, air tight seal trowel applied to sheathing fastened to beam through insulation Floor Joist A-14 9-1/2" TJI s31 Floor Joist 5-1/2" Batt Insulation 3-1/2" Metal Studs 3 - 11 7/8" LVLR-23, Beam 9-1/2" TJI s31 Floor Joist 2 - 2 x 8 Ledger Boards, Revised Building Permit between joist, THIRD FLOOR ASSEMBLY Asphalt Shingles, 2ndBarrier, FLOOR 6-mil LEVELpolythylene Rim Joist 9-1/2" LVL Rim Joist Vapour 3-1/2" Acoustic Batt Insulation 3.1 2021-07-19 Aluminium Flashing SCALE: 1" = 1'-0" pressure treated Door Frame at Basement Lightwell - See description at Cross Section A Submission embrane, roof-wrap, 5'-11 3/4" 2 x 6 Wood Sill Plate, Blocking 1 x 3 Wood Furring,Wood 24" c/c 1/2" Plywood Sheathing Double 2 x 6 Top Plate 3 11 7/8" LVL Beam 2" Plywood Decking treated, continuous STAIR TO 3RD 2 x 6 Deck Joist Building Permit Gasket, 1" pressure W 45 degree Blocking SCALE: = 1'-0" FLOORSill 3.0 2021-04-19 2 x 6 Wood Sill Plate, OO Spray Foam, air tight filler Submission BRICK VENEER FRONT WALL ASSEMBLY Metal Joist Hanger (red shading), continuous plastic foam strip SCALE: 1" = 1'-0" D T.O. 3RD FLOOR SUB-FLOOR pressure treated, continuous 5-1/2" Batt Insulation SLT.O. 3RD FLR SUB-FLOOR Metal Joist Hangers - Date See assembly note at Section C, on A-8 at Wood Joist to LVL Beam connection No. Issue Name / Status AT between joist, R-23, 3-1/2" Acoustic Batt Insulation Resilient Metal Channel Vapour Barrier, Window Frame 18 GU 3-1/2" Acoustic Batt Insulation 3 - 2 x 8 Wood Lintel 1/2" 6-mil x 12"polythylene Steel 'J' Anchor Bolt, 32" c/c Water Proof Coating, AR 2 x 6 Framing Members 1/2" Gypsum Board D Wood Blocking trowel applied to sheathing 10 1/4" Metal Channel 6-mil polythylene Resilient Metal Channel Double 2 Vapour x 6 Top Barrier, Plate Resilient 5-1/2" Batt Insulation Blueskin Shingles, Flashing, RISE: 7" 3 - 11 7/8" LVL Beam Asphalt Metal Drip Edge 2 x 6 Head Plate Wood Stair to basement, DRAWN BY PROJECT NO. 2 x 12 Double Header Beam 3-1/2" Metal Studs RUN: 11" SCALE: 1" Gypsum = 1'-0" betweenWall joist, R-23, Blueskin Flashing, 17 8" Concrete Foundation over window flange 1/2" Gypsum Board on Water-Resistant Membrane, roof-wrap, 1/2" Board see A-14 for detailsSpray Foam, air tight filler Air WALL BarrierASSEMBLY Membrane BRICK VENEER FRONT Metal JoistDetails Hangeron (red shading), over window flange 2 x 12 Rim Joist, continuous DR 2003 See Structural S-7 Fascia Board, on 1/2" Plywood Decking - See assembly note at Section C, onMetal A-8 Studs 3-1/2" Metal Studs at Wood Joist to LVL1Beam connection 3-1/2" x 6 Pre-finished Steel Stringer Stair, pre-finished Maibec Window Frame Vapour Barrier, 6-mil Spray Foam, air tight filler PRINTING DATE DESIGN / Maibec BoardsWood Blocking 16 see detail Wood Blocking polythylene cont. sheeting Second Water-Resistant Membrane, CHECKED BY: Vapour Barrier, 6-mil polythylene Vapour Barrier, 6-mil polythylene 15'-11" 5-1/2" Batt Insulation 2021-11-16 Metal Window Frame, by manuf. 2 x 6 Head Plate Spray Foam filler, 18" air tight up roof min. 2 x 6 Nailingunder Blockskylight frame and metal flashing, cont. sheeting between joist, R-23, 15 Air Barrier Membrane Wood Stringer Stair, SCALE LANDING 2 - 2nd To 3rd FLOOR

t Shingles, roof-wrap, od Decking

3 - LVL Beam, under bay window wall, Wood BLocking Window see Ground Floor Framing Plan, S-2 Frame Pre-finished Aluminium Flashing 2 x 8 Ledge Board, pressure treated, Spray Foam, air tight filler aligned to bottom edge of LVL beam

SIZE TO BE CONFIRMED BY ONDER

1'-0"TJI Wood Joists, 16" c/c 11-7/8" s47

3-Coat EIFS, Assembly 1/2" Rigidmaster Insulation A kylight Framing Curb

nel Soffet, on Furring

Wood Blocking

1/2" Plywood Sheathing

1/2" Board, 6" x 4" xA 1/2" Steel Lintel, R CGypsum HAngle ITE CT David Fujiwara

Metal Joist Hangers, Metal Joist Hangers T.O. GRD FLR SUB-FLOOR VapourSECOND Barrier, FLOOR 6-mil BAY BLocking 2 x Wood 8 Roof Joists, 16" c/c, polythylene cont. sheeting WINDOW WALL ASSEMBLY 5-1/2" Batt Insulation on metal joist hangers - See assembly note at Pre-finished Aluminium Flashing Section C, on A-8

Metal Window

1 Date x 6 Finishing Boards, on 1/2" Plywood, on 2 x 4 Wood Framing

polythylene, on 2 x 4 wood framing Aluminium Channel Reveal

Moisture Barrier, 2 x 4 Cross-Strapping, ripped down to 6-mil Polythylene, continuous sheet Wood Double x 6 Top Plate make 1%BLocking slope, see 2Roof Framing Plan Window Frame for slope plan 3/4" T&G Plywood Decking Pre-finished Aluminium Flashing Spray Foam, air tight filler

SECOND FLOOR BAY WINDOW WALL ASSEMBLY - See assembly spec note at Typical Section A

2 x 6 Header

Aluminium Channel Reveal 3/4" Finishing wood, on Vapour Barrier, 1/2" plywood, 1/2"onGypsum Board, on 2Barrier, x 4 framing over Vapour 6-mil

Porcelain Tile Finish, see schedule

Window Frame

HEAD OPEN TO BELOW

1 x 8 wood Fascia, prefinished Maibec, SECOND FLOOR BAY WINDOW WALL ASSEMBLY on 2 x 6 nailer blocking - See assembly spec note at Typical Section A

3/4" Finishing wood, on Vapour Barrier, on 1/2" plywood, on 2 x 4 framing

Spray Foam Insulation, 5-1/2" thick, Split Blocking, allow screed and radiant tubing to be cont. to ext. wall closed-cell 2 lb. polyurethane, R-32, from underside of plywood deck

1'-7 9/16"

2'-5 1/4"

3.1

Metal Window Frame, by manuf. 1% slope to drain,

RISE: 7 5/16" RUN: 10 1/4 "

see Framing Plans)

Tender Set Issued

2'-4"

4.0

Rim JoistFinish Edge of Floor

Steel Stringer Spray Foam Stairs Filler, air tight seal

WOOD SLAT GUARD

Membrane, down 1" min. over fascia, granular 3rd 9 ply cover,

2 x 6 Wall Studs, 5-1/2" Batt Insulation between

2 x 4 Blocking & Cant, pressure treated, continuous 3 underside ripped down to make 1% Wall at 2nd Floor Blueskin Flashing, slope, to mate to sloping plywood over window flange 4 decking and make top edge level

ROOF FRAMING Spray Foam Insulation, 4" thick, 1/2" Gypsum Board, 6" x 4" x 1/2" Lintel,T.O. bearing onSteel 1/2" Angle Plywood 2-lb. closed-cell polyurethane, R-25, over Vapour Barrier, 6-mil on Brick Veneer, continuous through Bay

to u/s of joists through insulation 1'-0" from underside of plywood deck TO CONFIRM SIZE T.O. 3RDONDER FLR SUB-FLOOR

SCALE: 3/4" =

Metal Panel Soffet, on furring as req. Aluminium Drip Edge, under roof membrane Double 2 x 6 Top Plate

1/2" Gypsum Board Ceiling, on 2 x 2 Furring Window Doubleat2Bay x 6 Top Plate

Double 2ROOF x 6 Base Plate INTO FLAT ROOF SLOPE

2'-10" Spray Foam Insulation, 4" thick, 9 2'-10" 19/32 1 x 2 Wood mechanically fastened polythylene, on 2 x underside 4 wood framing from ofTYP. plywood BASEMENT deck Window Wall Framing GUARDRAIL TYPE B -Furring, FLAT WINDOW 2-lb. closed-cell polyurethane, R-25,

3-1/2" Batt Insulation, R-14, Rockwool Moisture Barrier, 6-mil polythelene Porcelain Tile Finish, see schedule 2-1/2" Rigid Board Insulation, R-12.5 3/4" T&G Plywood Decking

5'-

WALL MTD. HANDRAIL

1 3/4"

1 x 8 wood Fascia, prefinished Maibec, 2 Braceblocking Framing at top of onx 26 xWD 6 nailer Bay Window Walls

Barrier, 6-mil polythylene

Edge of Framing Beam

3'-8 3/4"

6'-

Vapour Barrier, 6-mil polythelene

1'-0"

Aluminium Flashing Cap, pre-finished

see Roof Slope Plan

SCALE: 1"

3'-5 1/2"

/4"

1 1/2"

/4"

3 1/4"

/4"

Spray Foam Insulation, 5-1/2" thick, closed-cell 2 lb. polyurethane, R-32

2-1/2" Rigid Board Insulation, R-12.5 fastened to u/s of joists through insulation ONDER TO CONFIRM SIZE

1% slope to drain, 1'-0"

GUARDRAIL TYPE A - SLOPED ripped to 5 down SCALE: 3/4" = 1'-0"

3/4" T&G Plywood Decking 4" 4" TYP. TYP.

2 3/4"

3'-0" TOP OF GUARD

SCALE: 1"

2x4 make 1% slope, see Roof Framing Plan for slope plan

bec Skylight anuf.: Aristic Skylight et Model: G-FF-Butted tom size: 101" x 72"

1 3/4" 1 3/4"

/4"

3'-0" TOP OF GUARD

/4"

4" Cross-Strapping, TYP.

1 3/4" 1 3/4"

Vapour Barrier, 6-mil polythylene cont. sheeting

DOUBLE HEADER AT STAIRWELL

3" TYP.

Spray Foam Insulation, 4" thick, 2-lb. closed-cell polyurethane, R-25, from underside of plywood deck

1 1/2"

/4"

2-Ply Modified Bitumen Roof Membrane, 2 -up 2 xslope 4 Wood turn 24" min. roof,Skylight granularFraming 3rd ply Curb cover, on 3/4" T&G Plywood decking Stair Risers 1-1/2" Rigid Insulation

9-1/2" 15 TJI s31 Floor Joist

3-1/2" Acoustic Batt Insulation 3/4"13Finishing wood, on 1/2" plywood, on 2 x 4 framing Resilient Metal Channel Asphalt Shingles, Wall at 2nd Floor 12 Gypsum on Board Water-Resistant 1/2" 3-1/2" Batt Insulation, R-14, Rockwool Aluminium Channel Reveal roof-wrap, Membrane, 3-1/2" Metal Studs on 1/2"wood, Plywood Decking 3/4"11Finishing 2 x 8 Rafters beyond, 16" c/c max., 1/2"on Gypsum Board, Barrier, 6-mil polythylene Vapour Barrier, 6-mil polythelene Edge of Floor Finish on Vapour 1/2" plywood, 2x4 framing Metal Joist Hangers RISE: 7 5/16" bird's mouth to meet Base Plate over Vapour Barrier, 6-mil cont. sheeting 1/2" Plywood RUN: 10 1/4 " Decking, 1/2" Gypsum Board, polythylene, on 2 x104towood framing flush top of Cant at Flat Roof 2-Ply Modified Bitumen Roof Wood Blocking Reveal on 1 x 2 Wood Furring, mechanicallyEdge of Framing Beam Aluminium Channel

. IN e Wood n to basement, " M raStair b pfor details '-0 mA-14 2see rla me ove

Stair Threads

2 3/4"

1 x 3 Wood Furring, 24" c/c

2 3/4"

/2"

/4"

3-1/2" Metal Studs

POSTS AT 2ND FLR BAY WINDOWS Handrail at 3rd Floor

Aluminium Drip Edge, under roof membrane

2 x 6 Header

UP WINDOW 24 SCALE: BAY CROSS-CUT 1" = DETAIL 1'-0"

3/4" T&G Plywood Decking

2 3/4"

2 1/2"

2 x 8 Wood Blocking

ROOF FRAMING AT FRONT WALL

ing Cap, pre-finished,

LEVEL

1 3/4" x 3/4" Wood Rail, Maple

Asphalt Shingles, 2 3/4" x 3/4" Wood Rail, Maple Aluminium roof-wrap, Flashing on Water-Resistant Membrane, 1 3/4" x 3/4" Wood Rail, Maple on Asphalt 1/2" Plywood Decking Shingles, Sill Gasket, Water-Resistant Membrane, roof-wrap, FRAMING AT TOP OF on BAY WINDOWS p Plate continuous plasticdecking foam strip on 1/2" Plywood Second Water-Resistant Membrane, under skylight frame1/2" and metal flashing, upBolt, roof32" 18"c/c min. x 12" Steel 'J' Anchor etween Lookouts Double 2 x 6 Base Plate afters, 8" Concrete Foundation Wall nside rafter Metal Top Flashing, - Soldered See Structural Details on S-7 1 x10 Blocking Plate 12" min. under shingles & roof membraine

SCALE: 1"

2ND FLOOR LEVEL

10 1/4"

9-1/2" LVL Rim Joist 9-1/2" LVL Joist 2 x 6 Wood Sill Plate, pressure treated

ALL FRAMING 2 1/2" Dia. Wood Toprail, Maple LUSTRATION) 1 1/4" Steel Post

1" 4" TYP. TYP.

Asphalt Shingles, 2 6 WD Brace Framing at top of onx Water-Resistant Membrane, roof-wrap, Bay Window Walls on 1/2" Plywood Decking

5-1/2" Batt Insulation

FLAT ROOF EAVE, TYPICAL Furring, mechanically fastened to u/s of Water Proof Coating,

1 1/4" Steel Post

2 3/4" x 3/4" Wood Rail, Maple

3 - 11 7/8" LVL Beam at Grid B

SCALE: CROSS-CUT 1" FRONT =trowel1'-0" PORCH BELOW applied to sheathingjoists through insulation BAY WINDOW DETAIL (OUTSIDE)

WOOD SLAT GUARD

T.O. GROUND FLR SUB-FLOOR

VL BEAM AT RIM JOIST

6" TYP.

2'-0"

Double 2 x 6 Base Plate

WOOD SLAT GUARD

2 x 6 Wall Studs, 5-1/2" Batt Insulation between

LVL BEAM AT GRID B

3" Styrofoam Board Insulation, R-11, drainage flute back 1/2" Gypsum Board Ceiling, on 1 x 2 Wood

5'-11 3/4"

2 x 6 Top Plate

x 8 Roof Framing Joists, 16" c/c, size varies, see2Structural Plans on metal joist hangers

1/2" Gypsum Board Ceiling, R-12.5 on furring 2-1/2" Rigid Board Insulation,

SECOND FLOOR FRONT PORCH BELOW DECK Acrylic Stucco, 3-Coat EIFS, (OUTSIDE) Vapour

1.5" Lightweight Concrete Screed, poured level - 1/2" Radiant Heat Tubing within concrete, see Mechanical Plans - Cut and block all air vents, shafts, openings, before pouring 4 A-14 Moisture Barrier, 6-mil Polythylene, continuous sheet 3RD FLOOR

WOOD SLAT GUARD

Water Proof Coating, Board 1/2" Gypsum trowel applied to sheathing

Batt Insulation fill between LVL & first TJI Gypsum Board Ceiling, on furring Porcelain Tile Finish, see schedule 2 X1/2" 6 NAILER

1/2" Gypsum Board

T.O. 3RD FLR SUB-FLOOR 2 x 8 Rafters, 16" c/c max., Birdsmouth to meet Ledger Board, Asphalt Shingles, & Base Plates on Water-Resistant Membrane, roof-wrap, T.O. 3RD FLR onSUB-FLOOR 1/2" Plywood Decking

1-11/32

11-7/8" s47 TJI Wood Joists, 16" c/c

- see Wall Legend as req.

OPEN TO BELOW

3" Styrofoam Board Insulation, Vapour 6-mil R-11,Barrier, drainage flutepolythylene back

1/2" Thermal Break, T.O. SECOND FLOOR SUB-FLOOR polystyreneApplicable or tentest Wall Assembly

2 - 11 7/8" LVL Beam 2 x 8 Rafters, 16" c/c max., 3” Rigid Board R-12.5, Birdsmouth to Insulation, meet Ledger Board, blue or pink polystyrene, & Base Plates

Vapour Barrier, 6-mil polythylene Furring fixed to Roof Joist INSIDE OF BAY 3 - 11 7/8" LVL Beam at Grid B x 8 Roof Joists, 16" c/c WINDOW 2 LEDGE Vapour Barrier, 6-mil polythylene (DEAD SPACE) 7-1/2" Batt Insulation between joist, R-28, 7-1/2" Batt Insulation between joist, R-28, 5-1/2" Batt Insulation LVL Beam, size varies, SECOND FLOOR Roof Framing DECK Wood Furring, 24" c/c, flushsee to underside of Plan deepest roof beam 2 x 6 Ledger Board Vapour Barrier, 6-mil polythylene

INSIDE OF EXTERNAL LEDGE (DEAD SPACE)

Framing beyond

Wood Furring, 24" c/c, flush to underside of deepest roof beam

5'-11 3/4"

7-1/2" Batt Insulation between joist, R-28,

Vapour Barrier, 6-mil polythylene cont. sheeting

INSIDE OF BAY Beam, WINDOW LVL LEDGE (DEAD SPACE) INSIDE OF EXTERNAL LEDGE (DEAD SPACE)

2 x 8 Rafters beyond, c/c max., 2 x 6 Top16" Plate bird's mouth to meet Ledger Board

10 1/4"

7'-9 1/2"

Spray Foam, air tight filler

LE END WALL

Rockwool or equivalent

Air Barrier, Tyvek house wrap beyond 2 x Framing 6 Lookouts 1/2" Plywood Sheathing PanelSUB-FLOOR Soffet T.O. SECOND 3-1/2"Metal BattFLOOR Insulation between 2 x 4 Wood Framing

2 x 8 Roof Joists, 16" c/c 2 - LVL Beam, see Stuct. Framing plans 7-1/2" Batt Insulation between joist, R-28,

Acrylic Stucco, 3-Coat EIFS,

OOR FRAMING LUSTRATION)

1-1/2”Batt Rigid Insulation, R-7.5, 3-1/2" Insulation between 3-1/2" Batt Insulation, R-14, pink or blue extruded polystyrene 2 x 4 Wood Framing

3” Insulation, R-12.5, 2 xRigid 6 WDBoard Double Base Plate blue or pink polystyrene,

2'-0" 1-11/32

11-7/8" s47 TJI Wood Joists, 16" c/c

Metal Joist Hangers,

Metal Joist Hangers

2 - 11 7/8" LVL Beam

2 x 4 Cross-Strapping, ripped down to Spray Foam Insulation, 5-1/2" thick, make 1% slope, see Roof Framing Plan THIRD FLOOR ASSEMBLY closed-cell 2 lb. polyurethane, R-32, plan for slope - See assembly spec note at Typical Section A from underside of plywood deck

T.O. ROOF FRAMING ROOF FRAMING SprayT.O. Foam Insulation, 4" thick, Air Barrier,polyurethane, Tyvek house wrap 2-lb. closed-cell R-25, 2 x 6 Barge Rafter from underside of plywood deck 1/2" Plywood Sheathing on blocking

Moisture Barrier, 6-mil polythelene Vapour 6-mil polythylene 3/4"Barrier, T&G Plywood Decking

Above T.O. Sub-floor

3RD FLOOR DECK

7-1/2" Batt Insulation between joist, R-28,

1-1/2” Rigid Insulation, R-7.5, pink or blue extruded polystyrene

closed-cell 2 lb. polyurethane, R-32, Barrier, 6-mil polythelene from Vapour underside of plywood deck 1 x 2 Wood Furring, mechanically fastened to u/s of joists through insulation LVL Beam, see Roof Framing Plan T.O. 3RD FLR SUB-FLOOR

1/2" Thermal Break,

1'-7 9/16"

SLOPED Spray ROOF FRAMING 2-1/2" Board Insulation, FoamRigid Insulation, 5-1/2" thick,R-12.5

1% slope to drain, see Roof Slope Plan

2'-8"

2 X 6 Blocking Foam Insulation, 5-1/2" thick, polystyrene or tentest closed-cell 2 lb. polyurethane, R-32, from underside of plywood deck 3/4" Finishing wood, 2 x 4 Cross-Strapping, ripped down to THIRD FLOOR ASSEMBLY on slope, Vapour see Barrier make 1% Framing - See assembly spec note 1/2" at Typical Section A 1% slope toRoof drain, Thermal Break, 1/2" plywood, Plan foron slope plan Slope Plan polystyrene or tentest Roof onsee 2x4 framing

. drain, 1% slopeinto m ne Plan see Roof a 0" Slope 1 11/32 2'- nbr rlap me ove 1

Sheathing, 1/2"1 Plywood Decking, x1/2" 12 Plywood Fascia, on 2Maibec xat4 Flat Wood Framing flush toprefinished top of Cant Roof

2 x 6 WD Double Base Plate

2'-0"

INSIDE OF on 1/2" plywood, Spray BAY WINDOW 5/8" T&G Decking on Plywood 2 x 4 framing

7 15/16"

Wood Blocking at window Sill Membrane, roof-wrap, on 1/2" Plywood Decking Pre-finished Aluminium Flashing

5-1/2" Batt Insulation, R-32

2'-0"

1% slope to drain, see Roof Slope Plan

2-Ply Modified Bitumen Roof Membrane, up and over cants, down 24" min. over 2-Ply Modified Bitumen Roof Membrane, slope roof, granular 3rd ply cover, up and over cants, down 1" min. over 3/4" Finishing wood, on 5/8" Plywood Decking fascia, granular 3rd ply cover on Vapour Barrier

OUTSIDE

1/2" Plywood Sheathing, Spray Foam, air tight filler Asphalt Shingles, 2 x 4 Blocking 2& x 4Cant Wood Framing on on Water-Resistant

3-1/2" Batt Insulation, R-14, Rockwool 2 x 4 Cross-Strapping, ripped down to x 8 Rafters beyond, c/c max., make2 1% slope, see Roof 16" Framing Plan bird's for slope planto meet Base Plate mouth

1/2"

. MIN ne 0" ra 2'- emb rlap m ove

1'-8"

Metal Panel Soffet Spray Foam Insulation, 5-1/2" thick, closed-cell 2 lb. polyurethane, R-32 Blueskin Flashing, 11-7/8" s47 TJI Wood Joists, 16" c/c over window flange

Panel VapourSoffet Barrier, 6-mil polythylene

Stucco, 3-Coat EIFS, Furring fixed to Roof Joist Side Wall Assembly master t Section A 1/2" Gypsum Board Ceiling, on furring

2-Ply Modified Bitumen Roof Membrane, up and overFoam cants,Insulation, down 1" min. over Spray 4" thick, fascia, granular 3rd ply cover 2-lb. closed-cell polyurethane, R-25, from underside of plywood deck 5/8" T&G Plywood Decking

2'-8"

1/2" Gypsum Board, over Vapour Barrier, 6-mil polythylene 2 X 6 Blocking

INSIDE OF BAY WINDOW

OUTSIDE

2 x 4 Blocking & Cant, underside ripped down to make 1% Wood Blocking at window Sill slope, to mate to sloping plywood Aluminium Flashing Cap, pre-finished Pre-finished Aluminium Flashing Window Framedecking and make top edge level

2'-5 1/4"

Window Frame Spray Foam, air tight filler

3 - 2 X 6 POST AT CORNER OF DORMER

Asphalt Shingles, on Water-Resistant Membrane, roof-wrap, Bitumen Roof Membrane, up e2-Ply 2 x 6Modified Top Plate Aluminium on 1/2" Flashing Plywood Cap, decking and over cants, down 1" min. over fascia, pre-finished granularbetween 3rd ply cover Blocking Lookouts Double 2 x 6 Base Plate ookout Rafters, 2 x 4 Blocking & Cant 5/8" T&G Plywood Decking h to first inside rafter 1 x10 Blocking Plate 2 x 4 Cross-Strapping, ripped down to make 1% slope, see Roof Framing 2-Ply Modified Bitumen 1Roof x 12Membrane, Fascia, Plan for slope plan 24" min. up slopeprefinished roof, granular 3rd ply Maibec DORMER turn WALL ium Flashing Cap, pre-finished, cover, on 3/4" T&G Plywood decking wn 1-1/2" Spray Foam Insulation, 5-1/2" thick, T.O. ROOF FRAMING closed-cell R-32, LEDGER, FIXED TO Barge Rafter2 lb. polyurethane, from underside of plywood deck 2 x 6 Barge Rafter kouts ING AT DORMER WALL on blocking 2 x 4 Cross-Strapping, ripped down to 2 x 8 Roof Joists, 16" c/c, make 1% slope, see Roof Framing Plan on metal joist hangers Fascia, for slope plan shed Maibec x 6 Lookouts 3/4" T&G 2Plywood Decking

BRICK VENEER WALL AT T.O. FOUNDATION WALL SCALE: 1"

1'-0"

2003 1/2" Ther

PRINTING DATEpolystyre

DESIGN / CHECKED BY:

2021-11-16

Porcelain SCALE

GND FLR ASMB. AT EXT. SIDE WALL SCALE: 1"

1'-0"

1" Acrylic Stucco, 3-Coat EIFS, 3" Styrofoam Board Insulation,

1'-0"

DRAWING NO.

1.5" Light - poured - 1/2" Ra concre

☒ not applicable ☐ two stage

678 sq.ft

62.98 m²

678 sq.ft

S-3

Ground & Second Floor Framing Plans

56.57 m²

609 sq.ft

55.76 m²

600 sq.ft

S-4

Third Floor & Roof Framing Plans

EAST YORK, TORONTO

Horizontal assembly

Rating (H)

Floors over basement Floors mezzanine Roof

45 min n/a n/a 0

Supporting assembly(H) 3/4 0 0 0

Construction Type Required ☐ Noncombustible

Cladding Type Required ☒ Noncombustible

0 ☒ natural gas

☐ propane Heating equipment efficiency ☒ ≥90% AFUE Other Conditions ☐ ICF Basement ☒ Walk-out Basement B C ☐ Log/post & Beam A-8 A-9 ☐ Spray-applied Foam Insulation above grade Wall 1 Compliance package:

☐ Noncombustible ☐ Noncombustible ☐ Noncombustible

4.27 m²

46 sq.ft

183 sq. ft

17.09 m²

183 sq.ft

☐ electricity

M-1

4.36 m² 47 sq. ft (25% of the Front Yard Area) 45.15 m²

REMOVE EXTERIOR WALL FINISH ALL AROUND

5.65 m² 60 sq.ft (33% of the Font Yard Area) 45.15 m²

486 sq. ft

22.57 m² 243 sq.ft (50% of the Rear Yard Area)

486 sq. ft

REMOVE ENTIRE DECK AND STAIR

25.08 m² 270 sq.ft (55% of the Rare Yard Area)

TOTAL UNIT 1 UNIT 2 BASEMENT

39.11 m²

COMMON AREA

2.50 m²

421 sq.ft 27 sq.ft

C A-9

LOT 18

B A-8

2'-4 1/4"

11'-0" NEW 3RD FLOOR DORMER

ASPHALT no. 18 SHINGLES MURIEL AVE.

NEW BAY WINDOW ABOVE

EAVESTHROUGH ON WOOD FASCIA

Existing 2-1/2 Storey WOOD SIDING Insul. Brick Dwelling (Brick Front) NEW INFILL BRICK VENEER

TOOTHED BRICK CONNECTION, SALVAGED BRICK

EXISTING

± 14.68 BRICK

N 73∘ 55' 30" E

STUCCO 1

D-101

EXISTING GRADE 116.57

EXISTING STAIR TO REMAIN AS-IS

EXISTING STEPS

WOOD SIDING 1

STUCCO 1

D-001

SWING DOOR

5.18

Second Floor

1 NEW NORTH PORCH BRICK PIER - New 17"x17" Brick Pier to match size of existing/removed pier, on Concrete Foundation - Up to height of existing/adjacent pier, ± 6'-4" above grade - Paint Finish - 6" x 19" x 19" Concrete Cap, sand rub finish, sloped top surface, Paint Finish - 6x6 Pressure Treated Wood Post, 3/4" Wood Finish Board all around, flared profile - see Structural Plans

117.61

EXISTING GRADE 116.61

Ground Floor

ESTABLISHED GRADE 116.59

EXISTING GRADE

6'-5 1/2" EXISTING PORCH DECK RETAINED

SITE PLAN

SCALE: 1:100 New Basement

± 7'-2 3/4" ANGLED BAY WINDOW

SOUTH

5'-4" NEW BENCH BAY WINDOW

WEST (REAR) ELEVATION SCALE: 1/4" =

1'-0"

sement

RTH

EXISTING CONC. WALK

SCUPPER

3.16

STEEL GUARD

EXISTING

1.87' 1.87'

3.15

NEW CONC. Third Floor WALK

8'-6"

CITY OF TORONTO MUNICIPALITY OF METROPOLITAN TORONTO Information for this Site Plan is taken from a Plan of Survey by Dorin Popa, D. POPA SURVEYING INC. Dated November 7, 2019.

2 1/2 storey insul. brick W-101 18 FIXED dwelling NEW STEEL GUARD WOOD TOPRAIL

REGISTERED PLAN 480-E

archicad rendering FRONT VIEW OF PROPOSED

EXISTING BRICK VENEER, REMOVE PAINT

no. 16WOOD FASCIA REBUILD AVE. WOOD BEAM, WOOD FINISH MURIEL

SWING DOOR

EXISTING WOOD PORCH

FIXED

MATCH LEVEL OF ADJACENT ROOF

LOTS 19 AND R

FLOOR OF EXISTING REAR EXTENSION - see assembly note

W-201

STEPS NEW LIGHTWELL

SOFT LANDSCAPE

± 5'-0 7/8"

CENTER LINE OF

VENEER, REMOVE WALL PAINT

3.16

CONC. WALK

± 3'-6" EXISTING

NEW LIGHTWELL BELOW

5.18

W 1/2" 5.40 N 16° 00'± 8'-5

FIXED

16.15 SASH

± 8'-8" EXISTING ± 26'-8 1/2" EXISTING ± 30'-1 5/8" EXISTING

W-302

LOT R

WOOD POST

± 6'-9" NEW BAY WINDOW

4'-1" R.O. 3'-4"

Silver Maple Tree 0.3ØD

3'-3 5/8"

± 9'-7" EXISTING

1.21

0.58 0.58

16.15 N 73∘ W-301 46' 40" E 24.38

LOT Q CONCRETE WALK

MAKE GOOD SOUTH PORCH PIER - Existing south masonry pier to remain - Point Mortar, make good, Paint - remove and salvage decorative wrought iron frame piece - Replace Post, new 6x6 Pressure Treated Wood Post, ¾” Wood Finish Board all around, Painted - Make good aluminum siding at adjacent side of porch beam - Make good Wood Porch Screen between adjacent porches, Paint

3'-2" GUARD

WOOD POST

2'-5 1/4"

2 1/2 storey 6'-8" NEW 1ST & 2ND FLOOR stuco dwelling BAY WINDOWS no. 20

5'-9 7/8"

1-Storey

1 storey stucco

NEW BAY WINDOW

6.01

NEW WOOD STEPS

RWL

CASEMENT

5'-1" R.O.

VINYL SIDING

NEW LATTICE CLOSURE

8'-6"

± 15'-9 1/2" EXISTING

T.o.Roof

FLUSH FINISH AT FRONT FACES

WOOD STAIR

EXISTING GRADE

STAIR TO BE REMOVED AND REBUILT

METAL FLASHING

LOT 20

± 8'-0" NEW BAY WINDOW

± 9'-7" EXISTING

W-105

Mechanical Specs, Notes & Equipment Sc

REMOVE FINISH ON DEMISING WALL

EAVESTHROUGH ON WOOD FASCIA

WOOD GUARD

± 2'-7" EXISTING ± 3'-6"

CHAIN LINK FENCE

N 16∘ 00' W 5.435

± 2'-6" EXISTING R.O.

± 4'-6" EXISTING R.O. RWL

± 8'-8" EXISTING

± 26'-8 1/2" EXISTING

SASH

ASPHALT SHINGLES

d Floor

N 4' O .2 TI 19 VA R CA EX TO

FRONT PORCH ROOF ASSEMBLY (REFURBISHED) - Existing 2x8 Wood Framing (assumed), to remain in place - New Shimmed 2 x 2 Cross Strapping, ripped down to make 1% 6.61 slope, see Roof Plan for slope direction(s) - New 5/8" T&G Plywood Decking Chestnut Tree 0.1ØDBitumen 0.5Ø - 2-Ply Modified Roof Membrane, D 19"turn Dia.min. 8" up walls, up and over roof edge cants, down min. 1" on ext. wall/fascia, granular 3rd ply cover N 73∘ 18' 55" E ROOF EDGE - Pressure Treated Wood Fascia, pre-finished Maibec - Aluminium Eavestrough UNDERSIDE: - T&G Wood Siding, 1 x 5 horizontal pre-finished Maibec - 1 x 11 Wood Board Beam Finish, 3 sides, Paint

TRANSLUCENT SHEETING

FIXED

Mechanical Details

EXISTING PAVING STONES

LOT 19

FIXED

± 8'-5 1/2" EXISTING

± 7'-2"

9.75

W-205

CASEMENT

Third Floor Plan - HVAC

EAVESTHROUGH ON WOOD FASCIA

WOOD FENCE

Finish Fascia flush with adjacent

EXISTING WALL NEW VINYL SIDING

W-104

Second Floor Plan - HVAC REMOVE ALL INTERIOR PARTITION WALLS

REMOVE ALL FIXTURES

ATTACHED DWELLING #16

W-303

WOOD FASCIA

d Floor

First Floor Plan - HVAC

BITUMEN MEMBRANE

VINYL SIDING

W-204

Basement Floor Plan - HVAC

FLOOR TO REMAIN REMOVE CEILING FINISH

M-7

M-11

OUTLINE OF 1-STOREY ROOF

WOOD FASCIA

SASH

REMOVE INTERIOR FINISH

M-10

as per Removals Plans - Install Floor Joists as per Framing Plans - 2 x 4 Wood Wall Framing, 16” o/c - ½” Plywood Sheathing - 3 1/2” x 3 1/2” Wood Corner Post, set to outside corner - Air and Moisture Barrier, Tyvek house wrap - 2-1/2” Insulation Board, continuous, R-12.5 polystyrene, blue or pink - 1 x 3 Wood Furring, vertical, 16” o/c, and air space EXTERIOR FINISH - 1 x 6 Wood Siding, horizontal, natural finish, textured, dark walnut, Modern by Maibec, factory finished OR - Vinyl Siding - see Elevations INTERIOR: - 3-1/2” Batt Insulation, R-14 rock wool between studs - Vapour Barrier, 6 mil poly sheet - ½” Gypsum Board - Prime and Paint Finish, see Finish Schedule

ATTACHED DWELLING #16

d Floor

Third Floor Plan - Plumbing

M-9

ASPHALT SHINGLES

D-301

- remove existing drywall or Second Floor Plan - Plumbing lathe & plaster all around

M-5 M-6

57.32 m² 617 sq.ft REMOVE WALL547 FRAMING 50.81 m² sq.ft IN CORNER - existing to be maintained REMOVE SLIDING 26.49 roof m² above 285 sq.ft DOOR - temporary support of roof structure NEWabove BAY WINDOW & NEW DORMER WALL ASSEMBLY required during1449 demolition 134.62 m² 9 sq.ft & construction - Remove existing bay window, or roof dormer, new Wall/Roof Opening - new corner post to be constructed

new construction phasing overides, archicad

SWING DOOR

First Floor Plan - Plumbing

M-4

demolition phasing overides, archicad

☐ solid fuel ☐ earth energy ☐ ≥78% - ≥90% AFUE ☐ ICF above grade ☐ slab-on-ground ☐ Blown-in Insulation above grade Wall ☐ Drain Water Heat Recovery unit provided

± 3'-10" ROOF DORMER ALTERATION

VINYL SIDING

Basement Floor Plan - Plumbing

M-3

M-8

PROPERTY LINE

15'-9 1/2" EXISTING

ASPHALT SHINGLES

REMOVE ALL CABINETRY AND APPLIANCES

USABLE AREA UNIT 1 FIRST FLOOR SECOND FLOOR THIRD FLOOR

Notes & Legends REMOVE ALL WINDOWS

M-2

EXISTING DWELLING AT 20 MURIEL ST.

☐ oil

102 sq.ft

REAR YARD SOFT LANDSCAPE AREA

Occupant Load 8

Skylights Space Heating Fuel

9.47 m² 17.09 m²

REAR YARD AREA

9.10.15.

oBc Fixtures Fixtures provided FLOOR OF EXISTING REAR EXTENSION Reference Required - Existing 2x8 wood joists, 16” o/c, to remain Basement, 1st, 2nd & 3rd 2 kitchen sink 2 - Existing ¾” plywood floor deck, to remain Floors 2 lavatory 3 in place - Existing finish floor, vinyl tile flooring, to remain 2 water closet - New 3/8” Plywood Sheathing added on top 3 - Porcelain Tile, see Finish Schedule 2 shower/tub 2 UNDERSIDE: 12.2.1. ☒ sB-12 prescriptive Compliance packages - 7-1/2” Batt Insulation, R-28 rock wool, between joists - 3” Board Insulation, continuous layer, R-15 polystyrene blue or ☐ sB-12 performance Compliance Residential Compliance pink board - 2 – 2 x 4 Wood Edge ☐ sB-12 Other: energy Star for new Homes Option: - 1/2” Plywood Underside Sheathing, screw through to joists ☐ energuide for new Houses - Wire Mesh Wrap, chicken wire, continuous wrap over plywood, up edges under wall finish Climatic Zone: project design conditions: - New Wood Lattice Side Closure, Painted grey Fenestration gross above gross Fenestration Fenestration grade Wall or area (m2) Ratio 2 Roof area (m ) Vertical (W+D) 284.93 m2 33.26 m2 11.67%

energy efficiency:

600 sq.ft

RWL

9.20

55.74 m²

FRONT YARD SOFT LANDSCAPE AREA

Ratio:

Floor Level/area

600 sq.ft

1.21

plumbing Fixture Requirements

55.74 m²

NEW BAY WINDOW

9.19

0.6m 0.0m 3.15m 6.61m

Required FRR (H) 45 min 45 min 0 min 0 min

BASEMENT

BRICK FRONT

north South east West

L.D. (m) *

1,615 sq.ft

BRICK FRONT

EBF Area (m2) 101.81m2 103.5m2 44.59m2 35.04m2

329 sq.ft

0.60

Wall

Spatial Separation

150.13 m²

FRONT YARD AREA

In-Office Construction Drawings (Design by employer) Phase: Permit set / Tender set Year: 2021 Software: Archicad All drawings derived directly from the 3D model. 9.18

1,622 sq.ft

PROPERTY LINE

FRONT PORCH

9.10.8.10

non-combustible in lieu of rating? ☐ no ☐ Yes ☒ n/a ☐ no ☐ Yes ☒ n/a ☐ no ☐ Yes ☒ n/a ☐ no ☐ Yes ☒ n/a

31.12 m²

9.5.2.

9.10.1.3.

explanation

337 sq.ft

150.68 m²

RWL

☒ no

31.39 m²

TOTAL

WOOD POST

☒ no

☐ Yes

.o.Roof

LISHED ADE 6.59

62.98 m²

SECOND FLOOR

THIRD FLOOR

3.1.17.

FIRST FLOOR

NEW BRICK PIER PAINT FINISH

☐ Yes

Hazardous Substances: Required Fire Resistance Ratings

Occupant Load (persons) 8

CHRB

explanation

Barrier-free Design:

9.16

Based on 2 persons per Bedroom

Foundation Details

SET CC

Occupancy Type c - Residential

Foundation Underpinning & Wall Plans

S-2

SIDEWALK

Floor Level/area 1st, 2nd & 3rd Floor

9.15

9.17

[A] 1.1.2.2.(2)

☐ Yes

3'-9" R.O.

9.14

☒ no

6'-4" R.O.

post-disaster Building Occupant Load

S-1

SET CC

☐ Yes

☒ no

SEMI-DETACHED RENOVATION 9.13

7'-6"

Heavy Timber Construction:

☒ combination

PROPOSED

CONC. CURB

☐ non-combustible

EXISTING

BUILDING AREA

1'-2"

☐ combustible

actual:

9.10.6.

☐ non-combustible required

1,422 sq.ft

132.10 m²

LOT AREA

☒ Combustible permitted

Removal Plans - Third Floor & Roof

SITE INFORMATION

6'-4" R.O.

Restriction:

EX-3

SITE INFORMATION

9.10.18.

STEP UP

proposed: ☐ single stage ☐ no ☒ Yes

☐ selected floor areas ☒ none

3'-2" GUARD

Water Service/ Supply is adequate Construction Type:

9.12

☐ selected compartments ☐ in lieu of roof rating

6'-6 1/8" FLOOR TO CEILING OPENING

9.11

☐ Required

5'-6 1/4" FLOOR TO CEILING OPENING

Fire alarm system

TO R 15 EX .127 CA VAT ' ION

☐ entire building ☐ basement ☒ not required

proposed: 9.10

SOUTH

NORTH

EAST (FRONT) ELEVATION SCALE: 1/4" =

1'-0"

6.1

Revised Building Permit 2021-11-26 Submission

6.0

Building Permit Submission

2021-09-13

4.0

Committee of Adjustment

2019-11-15

1.0

Preliminary Zoning Review

2019-06-12

No.

Issue Name / Status

Date

REMOVE EXTERIOR WALL FINISH

2021-11-26 FLOOR TO REMAIN REMOVE CEILING FINISH REMOVE PARTITION

STAIRS TO REMAIN AS-IS

6'-5 1/2" PORCH DECK TO BE MAINTAINED

PORCH DECK TO BE MAINTAINED

REMOVE EXTERIOR WALL FINISH

Glenn McAuthor Residence

18 Muriel Avenue House Renovation

REMOVE WINDOW PROPERTY LINE

PARTIALLY REMOVE EXT WALL - Remove portion of exterior wall as shown, cut edge to align with existing Header Joist of adjacent stair

REMOVE DOOR

STAIR TO BE MAINTAINED REMOVE FINISH ON DEMISING WALL

Toronto, Ontario

REMOVE ENTIRE DORMER AND DORMER ROOF 11'-11" REMOVE ENTIRE ROOF SECTION

TO BE MAINTAINED

416-703-3399 ROOF BELOW david@mainstreetstudio.ca

REMOVE KNEEWALLS

LOW-SLOPE ROOF AT THIRD FLOOR LEVEL

± 4'-0" REMOVE ROOF ABOVE

100 Sunrise Ave., Unit 104 Toronto, Ontario M4A 1B3

REMOVE KNEEWALL

David Fujiwara A R C H I T E C T

APPROX. LOCATION OF STAIR HEADER

TO BE REMOVED

REMOVE ENTIRE ROOF SECTION AS SHOWN

± 10"

7'-3" TO BE REMOVED

PORCH DECK

REMOVE HANDRAIL

REMOVE ROOF FINISH & DECKING ONLY - Joists Structure to be maintained as shown

DRAWING

N THIRD FLOOR REMOVALS PLAN

GROUND FLOOR REMOVALS PLAN

DRAWN BY

1'-0"

1808 PRINTING DATE

2021-11-26 A A-7

SCALE

SCALE: 1/4" =

PROJECT NO.

DR DESIGN / CHECKED BY:

1/4"B =

1'-0"

DRAWING NO.

EX-2 T.o.Roof

T.o.Roof

METAL CANT FLASHING WOOD FASCIA

WOOD FAS

CIA

WOOD FAS

VINYL SIDING

VINYL SIDING ± 8'-5 1/2" EXISTING

WOOD SIDING 1

FA S

CIA

Third Floor

EAVESTROUGH REPLACEMENT WINDOW

W-203

± 4'-6" EXISTING R.O.

EXISTING WALL

SASH

± 8'-8" EXISTING

NEW VINYL SIDING (EXISTING)

BRICK VENEER EDGE

± 30'-0 1/8" EXISTING

NEW VINYL SIDING

Second Floor

METAL CANT FLASHING

WOO

D FA

SCUPPER

VINYL SIDING RWL

WOOD FASCIA

WOOD POST

SASH

EAVESTHROUGH

VINYL SIDING

W-106

FIXED 3'-2" GUARD

WOOD GUARD

2021-09-13

Committee of Adjustment

2019-11-15

1.0

Preliminary Zoning Review

2019-06-12

No.

Issue Name / Status

Date

WOOD STAIR

EXISTING GRADE 116.92

RWL

ESTABLISHED GRADE 116.59

± 5'-11" EXISTING

4'-0" MIN.

STUCCO 2

2021-11-26

8'-6"

3'-2" GUARD

NEW BRICK PIER

Building Permit Submission

4.0

Ground Floor

SLIDING ± 2'-0" EXISTING R.O.

EXISTING 116.61

SLIDING STEEL GUARD

REPLACEMENT WINDOW

W-001

± 2'-7" EXISTING

SLIDING

REPLACEMENT WINDOW

REPLACEMENT WINDOW STUCCO 1 HSS POST

EXISTING GRADE

3'-2" GUARD

Ground Floor

RD UA AIL L G PR EE TO ST OD WO

± 9'-7" EXISTING

D-102

5'-5 5/8" R.O.

EXT. WDW INFILLED

FIXED

W-103

CASEMENT

W-103

± 5'-2" EXISTING R.O.

WOOD SIDING 1

GUARD AT PATIO

EXISTING 117.61

Revised Building Permit 2021-11-26 Submission

6.0

W-104

RWL

NEW NORTH PORCH BRICK PIER - see description at Front elevation - see Structural Plans

6.1

SCIA

WOOD POST

Second Floor

EXISTING WALL

± 26'-8 1/2" EXISTING

WOOD SIDING 1

ADD STEEL GUARD AT NEIGHBOUR'S PORCH TO MATCH EXISTING

± 3'-3 5/8" EXISTING

SCALE: 1/4" =

NEIGHBOURING ROOF NOT TO BE DAMAGED

Removal Plans Ground & Second Floor

N 2

REMOVE ROOF FINISH & DECKING ONLY - Joists Structure to be maintained as shown

± 10"

BRICK VENEER TO REMAIN

2'-8 1/2"

PROPERTY LINE

6'-8 1/2" NEW WALL OPENING

REMOVE SHINGLES ONLY - Roof Decking & Rafters to remain

REMOVE PORCH PIER - existing porch roof framing above to be maintained - temporary support of Porch Roof framing above required during demolition & construction

New Basement

David Fujiwara A R C H I T E C T 100 Sunrise Ave., Unit 104 Toronto, Ontario M4A 1B3

New Basement

416-703-3399 david@mainstreetstudio.ca

Glenn McAuthor Residence

EAST

WEST

NORTH ELEVATION SCALE: 1/4" =

18 Muriel Avenue House Renovation

1'-0"

Toronto, Ontario DRAWING

NEW BASEMENT FLOOR ASSEMBLY - 4” Concrete Slab - 6 x 6 Mesh Reinforcement - 1/2" Pex Piping within, See Mechanical, Layout Tubing to avoid Wall Partitions - Saw-cut control joints at approx. 20’ o/c max. - machine polished - Over 3” Spray Foam Insulation, 2-lb polyurethane, R-18 - Over 4” clear ¾” Gravel - Finish floor of Resilient Tile, see Finish Schedule BASEMENT SLAB EDGE - Drainage Mat, 1/2” plastic dimple mat, against concrete underpinning and down to drain into gravel layer - Pour Concrete Slab up against drainage mat

A A-7

STEEL COLUMNS ON TOP OF WALL - 3-1/2" x 3-1/2" x 1/4" HSS - 6" x 10" Steel Base Plate - 2 - 3/4" dia. Anchor Bolts

NEW STEEL RETAINER

10'-0"

SUMP DRAIN

C A-9

3'-4" 1'-5"

2'-4"

5" THK. REINFORCEMENT CONCRETE WALL

15M DOWELS - 1/2" dia. x 12" Steel Dowels into existing concrete wall, 18" c/c vertical spacing

Clean exposed edge of wall to remove all loose and spalling concrete

SUMP PIT

3'-0 1/2" STAIRWAY RECESS

4 S-2

6'-4"

B A-8

8" CONCRETE RETAINING WALL

2" PRECAST CONCRETE PAVERS AT LANDING

PRECAST CONCRETE BLOCK STAIRS

8" 4"

EXISTING FOOTING PIER

CONCRETE FOUNDATION OF BRICK PIER - up to height of adjoined Lightwell Wall

5'-4"

NEW 4" CONCRETE BASEMENT SLAB - See Assembly note

1'-8"

8" CONCRETE WALL - see sectional detail

5 S-2

± 5'-8"

8" CONCRETE PIER ABOVE - Located under existing Patio Deck Rim Joist

1'-6"

C A-9

EXISTING CONCRETE WALL

EXISTING FOOTING PIER

N FOUNDATION WALL PLAN

EXISTING CONCRETE FOUNDATION WALL - To be maintained undamaged - Depth and configuration of existing wall footing to be determined upon excavation

SCALE: 1/4" =

6.1

Revised Buildin Submission

6.0

Building Permi Submission

4.0 Committee of A

1'-0"

1.0

Preliminary Zon Review

No.

Issue Name / Status

A A-7

BCY Structural E 2351 Eighth Line 3'-0"

3'-0"

2'-0"

10'-0" 6'-0"

1'-5"

1'-11"

2 B

EXISTING CONCRETE FOUNDATION WALL (EDGE) ABOVE

UNDISTURBED SOIL

1'-5"

4 S-2

6'-4"

B A-8

5'-4"

2'-4"

3'-0"

16" CONCRETE STRIP FOOTING

5 S-2

C A-9

2'-0"

dav

8" CONCRETE RETAINING WALL

1 NEW CONCRETE UNDERPINNING FOOTING - Excavate to full thickness of existing footing wall - Excavate down minimum 1’-6” from underside of existing footing, & minimum 11" down from required Top of New Basement Slab level - underpinning pour to be 5" thicker inside of existing foundation wall, to create over-pour ledge

10 Tor

2'-0"

C C

2'-0"

C A-9

3'-0"

Glenn McAu

18 Muri

House R

1'-11 1/2"

3'-0"

1'-0"

David Fujiwara

15M STEEL DOWELS, @ 12" o/c - drilled and epoxy into underside of existing footing, along centerline

1" DRAINAGE PIPE, @ 6'-0" o/c - Through footing into gravel fill

CONCRETE FOUNDATION OF BRICK PIER

CONCRETE UNDERPINNING FOOTING, SEE DETAIL - Underpin foundations in 3’ segments, in A, B, C staging - Excavate to full thickness of masonry foundation footing - Clean underside of existing foundation footing - Construct forms to over-pour and fill to underside of existing, - SEE UNDERPINNING DETAIL, using specified concrete mix

1'-5"

3'-0"

1'-0"

5'-4"

3'-0"

5'-4"

2'-3 1/2"

B A-8

3'-0"

Clean underside of existing foundation wall, to remove all loose and spalling concrete

3'-0"

2'-0"

Toront

ING

3'-0 1/2" STAIRWAY RECESS

3'-4"

2'-7"

1'-0" min. 5'-4"

CONCRETE FOOTING AT DOORWAY

1'-0" min.

6'-8"

EDGE OF UNDERPINNING LEDGE BELOW

OPENINGS TO MATCH EXISTING

EXISTING CONCRETE WALL

UNDER-SLAB DRAINAGE SYSTEM - Weeping Tile drain, 5" dia. plastic Big-O, with Filter Sock, around perimeter of slab and at front Lightwell Landing as shown (by arrow line) - Slope drain to Sump Pit, trench below gravel level as necessary - Install new Sump Pit in Utility Space, pit shall be deep enough to drain entire pipe system - Install Backflow Preventor - Sump Pump to drain to exterior rear of house, interior P-trap at back wall, min. 2” dia. exterior pipe - Secure pipe below Breakfast Room floor joists, within insulation layer, to back wall of Breakfast Rm, and down to grade

3'-0"

B A-8

4'-3"

5'-0"

5'-8"

1'-5"

1'-8"

3'-0"

WEEPING TILE DRAIN UNDER SLAB

12'-0"

8" Dia. CONCRETE PIER, w/ 4x4 WOOD POST

6'-0"

2'-0"

14" Dia CONRETE PIER w/ 4 x 4 WOOD POST

EXISTING CONCRETE WALL

5'-1"

10'-0"

5'-11 1/2"

± 1'-7" CONCRETE UNDERPINNING

FOUNDATION UNDERPINNING PLAN SCALE: 1/4" =

1'-0"

Foun Underpin P DRAWN BY

DR DESIGN / CHECKED BY:

CSA 0121 Studs, plates and bridging: SPF stud grade. for Douglas Fir plywood. All lumber shall be identified by grade stamp and kiln-dried. The maximum joists and rafters to beexceed SPF #112%. and #2. shall not moisture content at the time ofAllinstallation

Floor finish Tile, see Finish Schedule ent shall be deformed bars conforming to CSA G.30.18

± 3'-2"

4" 2'-0"

± 5'-4"

3'-0" D

3'-0"

Steel Rebar, both ways

Steel Rebar, 15M @ 18 c/c, both ways

1'-4"

CONCRETE STRIP FOOTING - 2 - 15M Rebars, - 10M Stirrups, 8" c/c

New 15MBasement @ 18 c/c,

1'-8"

WALL (EDGE) ABOVE

CONCRETE UNDERPINNING FOOTING, SEE DETAIL - Underpin foundations in 3’ segments, A in A, B, C staging - Excavate to full thickness of masonry foundation footing - Clean underside of existing foundation footing - Construct forms to over-pour and fill to underside of existing, - SEE UNDERPINNING DETAIL, using specified concrete mix

8" New CONCRETE RETAINING WALL Basement Fc = 25 MPa Fs = 400EXISTING MPa CONCRETE FOUNDATION

1'-8"

3'-0"

8" CONCRETE RETAINING WALL Fc = 25 MPa

15M Fs Steel Dowels, = 400 MPaat 18" o/c, drilled and epoxied into exposed edge of existing wall (beyond cut plane, see plan)

15M STEEL DOWELS, @ 12" o/c - drilled and epoxy into underside of existing footing, along centerline

± 1'-7" CONCRETE UNDERPINNING

3'-0"

Precast Conc. Pavers at Landing

2'-3 1/2"

B A-8

3'-0"

All lumber shall be identified by grade stamp and kiln-dried. 1" The maximum DRAINAGE PIPE, @ 6'-0" o/c A-9 Subflooring shall be 3/4" plywood, glued and screwed to joists. - Through footing into gravel fill moisture content at the time of installation shall not exceed 12%. all conform to CSA G30.5-83 or G30.15-83 Concrete Reinforcement be deformed bars conforming to CSA G.30.18 Newshall Basement rts and placing of-92 reinforcement Sills underfloor joists or walls shall be shall set on a bed of type S and mortar and to joists. grade 400. shall be in accordance Subflooring be=3/4" plywood, glued screwed Fc 25 MPa of Standard Practice. Welded wire fabric shall conform to CSA G30.5-83 or G30.15-83 bolted to the foundation walls using 5/8" in diameter bolts @ 4' c/c (but max. Fs = 400 MPa Reinforcing bar supports and placing of reinforcement shall be accordance 8" in from ends of pieces.) Bolts be 12" long long Sills shall underfloor joists or with walls 2" shall be hook set onata the bed of type S mortar and with the RSIC Manual of Standard Practice. forcing bars: embedded end. bolted to the foundation walls using 5/8" in diameter bolts @ 4' c/c (but max. 3/4" 8" from ends of pieces.) Bolts shall be 12" long with 2" long hook at the NEW CONCRETE UNDERPINNING FOOTING Concrete cover to reinforcing bars: 2" end. to the requirements of Part 9 of Bridging, blocking and nailingembedded shall conform - Excavate to full thickness of existing footing wall Slab 3/4" 1 1/2" - Excavate down minimum 1’-6” from underside of the Ontario Building Code. Notching of structural members not allowed 2" Walls: Against Earth 9 of & minimum 11" down from required Bridging, blocking nailing conform to the requirements of Part 1 1/2" existing footing, without prior approval of the Engineer. All walland studs shallshall be continuous from Elsewhere 1 1/2" the Ontario Building Code. Notching of structural membersTop not allowed of New Basement Slab level floor to floor, roof rafters, andwithout joistsprior for lateral support. Before starting work Beams, Columns6 x 6 Mesh1Reinforcement 1/2" approval of the Engineer.UNDISTURBED All wall studs shall be continuous from - underpinning pour to be 5" thicker inside of existing the carpenter shall review his floor proposed method of framing with the Engineer. SOIL foundation wall, to floor, roof rafters, and joists for lateral support. Before starting work to create over-pour ledge N GRADE LAMINATED VENEER LUMBER, RAFTERS, ENGINEERED TRUSSES, 3" Spray Foam Insulation the carpenter shall review his proposed method of framing with the Engineer. CONCRETE SLAB ON GRADE JOISTS AND PREFABRICATED I-JOISTS LAMINATED VENEER LUMBER, RAFTERS, ENGINEERED TRUSSES, be 4" thick and have a concrete strength of 32 MPa JOISTS AND PREFABRICATED I-JOISTS 3/4" Clear Gravel, 4" depth min. Slab on Grade shall be 4" thick and have a concrete strength 32 MPalisted in CCMC Registry 5" of Product EXISTING materials Evaluation may be used. Only of (4650 listed to in meet CCMCthe Registry of Product Only materials e shall be 4" thick andpsi.) have a concrete strength of 28 Beams and joists shall be sized and detailed dimensions andEvaluation may be used. Exterior Grade shall DRAINAGE be 4" thick and have a concrete strength of 28 Beams and joists shall be of sized and detailed to meet the dimensions and ± 1'-5" 6% ± 1% entrained air. Slab onUNDER-SLAB loads indicated on the plans with a live load deflection L/480.

CONCRETE STRIP FOOTING - 2 - 15M Rebars, - 10M Stirrups, 8" c/c

8" 4" LIGHTWELL CROSS SECTION

SCALE: 1/2" =

1'-0"

LIGHTWELL CROSS SECTION

SCALE: 1/2" =

1'-0"

B A

3'-0"

C1.

3'-0"

3'-0

3'-0"

UNDERPINNING SEGMENTS

Studs, plates and bridging: SPF stud grade.

CONCRETE REINFORCEMENT

15M Steel Dowels, at 18" o/c, drilled and 12" min. Concrete castingsedge tied into epoxied into exposed of existing wall existing Foundation Wall (beyond cut plane, see plan) (beyond cut plane, see3'-0" plan) 3'-0" 3'-0"

Precast Conc. Pavers at Landing

3'-0"

10" MIN.

- over 4” min. of ¾” Clear Gravel - over undisturbed soil

All exposed corners to have 3/4" chamfers.

3'-0"

RCEMENT

12" min. Concrete castings tied into existing Foundation Wall (beyond cut plane, see plan)

GRADE

EXISTING FOUNDATION WALL

Clean underside of existing foundation wall, to remove all loose and spalling concrete

Compression strength at 28 days shall be in footings and walls 3,000 psi (20 machine polished, CSA4650 0121 plywood. MPa) in slabs and in -the exterior concrete subject to freezing psi (32 for Douglas Fir Lumber shall conform to: over 3” Spray FoamtoInsulation, have 3/4" chamfers. MPa). -Concrete exposed freezing 2-lb shall contain 6% ± 1% entrained air. The CSA 0141 for softwood lumber polyurethane, R-28 reinforcing steel strength shall be 400 MPa. All joists and rafters to be SPFCSA #1 and 0151#2. for softwood plywood

UNDERPINNING SEGMENTS

A A-7

GRADE

1'-4"

- Polystyrene or Tentist

ROUGH CARPENTRY at 28 days shallCONCRETE be in footings and walls 3,000 psi (20 the exterior concrete subject to freezing 4650 psi (32 shall conform to: Concrete construction shall conform to The CSA standard CAN 3-Lumber A23.1-14. 4" CONCRETE SLAB, sed to freezing shall contain 6% ± 1% entrained air. CSA 0141 for softwood lumber - 6 x 6 Mesh Reinforcement, ROUGH CARPENTRY gth shall be 400-MPa. saw-cut control joints at approx. 20’ o/c max. CSA 0151 for softwood plywood

Wood Handrail, fixed to wall

CPMA Standard 1. Angle lintels to receive two coats of Zinc-Rich Paint to CGSB 1-GP -181. Hot Dip Galvanizing shall be done to CSA G164-92. Weld all beams to bearing plates or supporting members.

1/2"3-THERMAL BREAK shall conform to CSA standard CAN A23.1-14.

GRADE

STEEL GUARDRAIL

Wood Handrail, fixed to wall

7'-8" NEW CEILING HEIGHT

Any over-excavations shall be filled with 15 MPa concrete.

STEEL GUARDRAIL

DOOR BEYOND

EXISTING FOUNDATION WALL

0 kPa “2000 psf”. Rockwool or equivalent Fabrication and erection shall conform to CAN CSA. S16.09. STRUCTURAL STEEL nspected by a Soils Engineer before footings are Welding shall be done by qualified welders in compliance with CSA - W47.1. FOUNDATIONS 1/2" FIBREGLASS-FACED GYPSUM BOARD and in accordance with CSA W59-1984. All connections are welded unless All Structural Steel shall conform to CSA G40.21.92 Grade 350W. HSS placed on the frozen ground or in standing- Densarmor water or Plus on or GlasRoc only shown otherwise. sections shall be Class H and to have a min. the yield strength of 350 MPa. undisturbed soil with an allowable All Footings shall- no bepaper-faced founded onstandard naturaldrywall in basement Verify all dimensions on site before Anchorcommencing bolts 260W the fabrication of steelwork. bearing capacity of 100 kPa “2000 psf”. and shall conform to CAN CSA. S16.09. Bolts shall be 3/4" in diameterFabrication conforming toerection ASTM A325M and A490M. The soil must inspected Soils along stepped footings shall not be exceed a risebyof a7 in a Engineer before footings are Welding Anchor Bolts shall conform to ASTM Ashall 307.be done by qualified welders in compliance with CSA - W47.1. Footing Step shallconstructed. be 24" ht. and to in all accordance CSAcomplying W59-1984.with All connections are welded unless Apply one shop coat of Primer structuralwith steel CISC/ not be placed on the frozen ground or in standing water or on shall be filled withFootings 15 MPashall concrete. shown otherwise. CPMA Standard 1. soil softened by water. WATERPROOF MEMBRANE Verify all dimensions on site before commencing the fabrication of steelwork. - Separate metal track from concrete with Angle lintels to receive two coats of Zinc-Rich Paint to CGSB 1-GP -181. Bolts shall be 3/4" in diameter conforming to ASTM A325M and A490M. Plastic Foam footings strip The line of the slope along stepped shall not exceed a rise 7 in a Hot Dip of Galvanizing shall be done toBolts CSAshall G164-92. Anchor conform to ASTM A 307. run of 10. Maximum Footing Step shall be 24" ht. or one supporting members. Weld all beams to bearing plates Apply shop coat of Primer to all structural steel complying with CISC/

Ground Floor

DOOR BEYOND

± 5'-4"

CSA A 370-94 Connectors for Masonry. The size of the Connectors used is a function of the width of the gap between backup and masonry. All masonry walls to have Continuous Horizontal Reinforcement, such as carried out by an independent inspection company. Blok-Lok 16" vertically. G40.21.92 Grade 350W. HSS 2-5/8” METAL STUD FRAMING All Structural Steel shall conform to atCSA - The soil under footings at time of excavation Control Joints shall the be provided where indicated on the drawings. - 16” o/c, floor to ceiling sections shall be Class H and to have a min. yield strength of 350 MPa. - Concrete strength is specified members an Batt allowable founded on natural undisturbed soil with Insulation between, R-10, the - Compaction of fill below- 2-1/2” slab on grade and backfill around building. Anchor bolts 260W underpinning ledge, R-14, Rockwool or equivalent The Contractor shall arrange and pay for the following testsSTRUCTURAL and inspections STEEL

± 3'-2

EXISTING PATIO DECK ESTING Concrete masonry units shall conform to CSA A 165.1. All dimensions, levels and details shall be checked by the Contractor against TO BE MAINTAINED aggregate. e notified of any deviation from the drawings. strength shall be min. 15 MPa. the drawings. Any discrepancies must be reported to theAll Architect before on masonry Compression steel beams or concrete walls shall have 150mm (6 inches) Brick units shall conform to CSA A82.1. commencing work. deep bearing, and timber beams have min. 90mm (4 inches) bearing and Mortar shall be type S conforming to CSA A 179. be responsible toSubmit request inspection by the Engineer at erection and detail drawings for review before fabrication. HSS POST 13mm (1/2 inch) air space all around the timber beam. The concrete block Bearing Plates of beams and columns shall be placed on 100% Solid Units or construction: All wall studs and/or masonry-concrete walls shall be continuous from floor to - 4 x 4 x 1/4 profile wall directly below the beam provide shall bean100% solid inches deep, unless 8" deep x 24"and long8Concrete Pad, as directed by the Engineer. vation floor or from floor to roof rafters, or joists for lateral support. - 7"x 7"x 3/8" Steel Top & Bottom Plate shown otherwise on drawings.Where hollow concrete block walls contain reinforcement or anchors, fill the g of reinforcement in all structural concrete members - 2-1/2" bolts into Concrete Retaining Wall void-containing the reinforcement 3,000 psi. tied to the back-up structure, with as specified in Grout containing 3/8" EXISTING PATIO DECK DRAINAGE MAT Brick or block veneer shall be floor and roof INSPECTION AND TESTING TO BE MAINTAINED GRADE CSA A 370-94 Connectors foraggregate. Masonry. The size of the Connectors used is a - 1/2" Plastic Mat laid from continuously The engineers must be dimpled notified Drainage of any deviation the drawings. Allbetween steel beams on masonry or concrete walls shall have 150mm (6 inches) against existing foundation wall and new function of the width of the gap backup and masonry. EXISTING CONCRETE FOUNDATION WALL arrange and pay for the following tests and inspections deep bearing,Horizontal and timberReinforcement, beams have min. 90mm bearing and underpinning, intoinspection gravel layerbyAll to have Continuous such as (4 inches) The Contractor shall be responsibleand to down request themasonry Engineer walls at To be maintained undamaged HSS POST pendent inspection company. - Delta-Drain by Dorken, or approved equivalent 13mm (1/2 inch) air space all around the timber beam. The -concrete block the following stages of construction: Depth and configuration of existing wall Blok-Lok at 16" vertically. - 4 x 4 x 1/4 profile ngs at time of excavation wall directly below the beam shall be 100% solid and 8 inchesfooting deep, tounless be determined upon excavation - Completion of excavation - 7"x 7"x 3/8" Steel Top & Bottom Plate Control Joints shall be provided where indicated on the drawings. F otherwise on drawings. shown specified members concrete members - Following the placing of reinforcement all structural - 2-1/2" bolts into Concrete Retaining Wall 5-1/2"inBATT INSULATION Brick or block veneer shall be tied to the back-up structure, as specified in elow slab on grade- The and framing backfillofaround the and building. each floor roof - continuous layer laid in behind studs over

MPa (4,000 andBig-O, 6% ±with 1% Filter entrained - Weeping Tile, 5" dia.psi.) plastic Sock air. - Sloping to Sump Pit, see Foundation Wall Plan,

2'-0"

1 A-10

FULL OF with a live load deflection of L/480. loads indicated onWIDTH the plans CONC. UNDERPINNING

BRICK BRICK PIER PIER

of 6 x 6 x W2.1 Provide in alltrench slabs onMesh grade 1-1/2" below the and submitted for review, stamped by an below gravel a Wire oflevel 6 x as 6 necessary x W2.1 in all slabs on grade Shop 1-1/2" Drawings below the shall be prepared Shop Drawings shall be prepared and submitted for review, stamped by an engineer registered in the Province Ontario. in Information the drawing top of the slab. engineerofregistered the Province on of Ontario. Information on the drawing used.and connectors to be used. shall include all hangers and connectors shall include to allbe hangers w-Cuts where shown the deep drawings or aswhere directed by on the drawings or as directed by Makeon 1 1/2" Saw-Cuts shown 6 hours of placingthe concrete. engineer, within 16 hours of placing concrete. Delivery, storage and erectionDelivery, shall meet the supplier’s specification. storage and erection shall meet the supplier’s specification. corners Bars to have 15m x1-1/2" 3 ft. long Diagonal Bars placed 1-1/2" to have 15m x 3Allft.re-entrant long Diagonal placed All material shall beinkept until it is installed in the building. All material shall be kept dry until it is installed thedry building. below the top of the slab. ab. Provide 1/2" wide masonry Bond Breaker where slabs about masonry or concrete rafters and trusses ceiling joists engineered trusses to the ond Breaker where slabs about or concrete DETAIL Roof rafters and ceiling joists Roof or engineered shallorUNDERPINNING be connected to theshall be connected walls. walls or beams for uplift or lateral forces. Use Simpson connectors 3 Use supporting walls or beams forsupporting uplift or lateral forces. Simpson SCALE: connectors 1" = 1'-0" (Hurricane anchors) or equivalent, except where noted on drawings. (Hurricane anchors) or equivalent, except where noted on drawings.

8" Concrete Retaining Wall beyond

of Primer to all structural steel complying with CISC/

ROUGHPaint CARPENTRY e two coats of Zinc-Rich to CGSB 1-GP -181. hall be done to CSA G164-92. Lumber shall conform to: ring plates or supporting members. CSA 0141 CSA 0151 CSA 0121

for softwood lumber for softwood plywood for Douglas Fir plywood.

All joists and rafters to be SPF #1 and #2.

to: Studs, plates and bridging: SPF stud grade. ftwood lumber All lumber shall be identified by grade stamp and kiln-dried. The maximum ftwood plywood moisture content at the time of installation shall not exceed 12%. ouglas Fir plywood.

AIL

Basement Entry Precast Door Concrete Pavers

2'-4" LANDING

Fc = 25 MPa Fs = 400 MPa

UNDER-SLAB DRAINAGE - Weeping Tile, 5" dia. plastic Big-O, with Filter Sock 2" Rigid Insulation Board, - Sloping to Sump Pit, see Foundation Wall Plan, pink or blue polystyrene trench below gravel level as necessary

CONCRETE FOOTING AT DOORWAY - Segment D, see Underpinning Plan - Excavate down additional 16" from underside of adjacent Underpinning, to approx. ±2'-4" below required Top of New Basement Slab Level

NATIVE SOIL BACKFILL

NATIVE SOIL 3 8" CONCRETE RETAINING WALL BACKFILL - 3'-0 1/2" x 8" recess to accommodate precast stairway, also see Foundation Wall Plan

8" CONCRETE RETAINING WALL - 3'-0 1/2" x 8" recess to accommodate precast stairway, also see Foundation Wall Plan

3/4" CLEAR GAVEL 2'-0"

CONCRETE STRIP FOOTING - 2 - 15M Rebars, - 10M Stirrups, 8" c/c

1'-4"

8" 1'-4"

Steel Rebar, 15M @ 18 c/c, both ways

3/4" CLEAR GAVEL

2'-0"

NATIVE SOIL BACKFILL

C /4"

± 1'-5" FULL WIDTH OF CONC. UNDERPINNING

VE GA

New Basement

1'-4"

CONCRETE STRIP FOOTING - 2 - 15M Rebars, - 10M Stirrups, 8" c/c

LIGHTWELL DRAINAGE - Weeping Tile, 5" dia. plastic Big-O, with Filter Sock - Connected to interior drain to sump pit - 3/4" Clear Gravel cover, min 2" cover over pipe - Geotextile Cover over gravel

1'-4"

DE CH

LIGHTWELL LONG SECTION SCALE: 1/2" =

1'-0"

Subflooring shall be 3/4" plywood, glued and screwed to joists.

be SPF #1 and #2. Sills underfloor joists or walls shall be set on a bed of type S mortar and ging: SPF stud grade.

New Basement

BASEMENT FLOOR LEVEL

8" 2" STAIRWAY RECESS

Fc = 25 MPa Fs = 400 MPa

AR LE "C L 3/4 AVE

Steel Rebar, 15M @ 18 c/c, both ways

PRECAST CONC. BLOCKS

BASEMENT FLOOR ASSEMBLY - See specification on Typical Cross Section A, on A-7

BASEMENT FLOOR ASSEMBLY - See specification on Typical Cross Section A, on A-7 BASEMENT FLOOR LEVEL

- 3'-0 1/2" x 1'-8" recess to accommodate precast stairway, also see Foundation Wall Plan

7'-0"

± 7"

3'-0"

1/2" Thermal Break, polystyrene or tentest

8" CONCRETE RETAINING WALL - 3'-0 1/2" x 1'-8" recess to accommodate stairway,RETAINING also see Foundation 8"precast CONCRETE WALL Wall Plan

TYP. RUN

7'-0"

polystyrene or tentest

± 7"

3'-0"

4" Rigid Insulation Board, pink or blue polystyrene, R-201/2" Thermal Break,

TYP. RISE (precast block dim.)

10 1/2"TYP. RUN

pink or blue polystyrene, R-20

CONCRETE FOOTING AT DOORWAY - Segment D, see Underpinning Plan 2" Rigid Insulation Board, - Excavate down additional 16" from underside of pink or blue polystyrene adjacent Underpinning, to approx. ±2'-4" below required Top of New Basement Slab Level

TYP. RISE (precast block dim.)

10 1/2"

UNDER-SLAB DRAINAGE - Weeping Tile, 5" dia. plastic Big-O, with Filter Sock - Sloping to Sump Pit, see Foundation Wall Plan, trench below gravel level as necessary

1'-8" STAIRWAY RECESS 1'-8"

L N AI HA DR OD AN WO

4" Rigid Insulation Board, Precast Concrete Pavers

2'-4"

All Structural Steel shall conform to CSA G40.21.92 Grade 350W. HSS sections shall be Class H and to have a min. the yield strength of 350 MPa. Anchor bolts 260W Fabrication and erection shall conform to CAN CSA. S16.09. hall conform to Welding CSA G40.21.92 Grade 350W. welders HSS in compliance with CSA - W47.1. shall be done by qualified ss H and to haveand a min. the yield strength 350 MPa.All connections are welded unless in accordance with CSAofW59-1984. shown otherwise. dimensions on site before commencing the fabrication of steelwork. all CSA. on shall conform Verify to CAN S16.09. Bolts shall be 3/4" in diameter conforming e by qualified welders in compliance with CSA - W47.1.to ASTM A325M and A490M. Anchor Bolts shall conform to ASTM A 307. th CSA W59-1984. All connections are welded unless Apply one shop coat of Primer to all structural steel complying with CISC/ CPMA Standard 1. on site before commencing fabrication of steelwork. Angle lintelsthe to receive two coats of Zinc-Rich Paint to CGSB 1-GP -181. iameter conforming ASTM A325M andbeA490M. Hot to Dip Galvanizing shall done to CSA G164-92. form to ASTM A 307. Weld all beams to bearing plates or supporting members.

RETAINING WALL

RETAINING WALL Basement Entry Door

2'-4"

deep bearing, and timber beams have min. 90mm (4 inches) bearing and

PRECAST CONCRETE BLOCKS

PRECAST CONCRETE BLOCKS - Unilock SienaStone Coping, 39-3/8" x 7-3/8" x 19-3/4" - Install as per UnilockCoping, instruction over gravel basex 19-3/4" - Unilock SienaStone 39-3/8" x 7-3/8" - Install as per Unilock instruction over gravel base

STAIRWAY RECESS

HSS POST

All Masonry work shall conform to CSA S 304.1.04 Masonry Design for

13mm (1/2shall inch)have air space all around the timber beam. The concrete block asonry or concrete walls 150mm (6 inches) wall directly below beam bearing shall be 100% mber beams have min. 90mm (4 the inches) and solid and 8 inches deep, unless otherwise on drawings. pace all around shown the timber beam. The concrete block Brick or block veneer shall be tied to the back-up structure, as specified in e beam shall be 100% solid and 8 inches deep, unless CSA A 370-94 Connectors for Masonry. The size of the Connectors used is a rawings. function of the width of the gap between backup and masonry. shall be tied to All themasonry back-upwalls structure, specified in to haveasContinuous Horizontal Reinforcement, such as ctors for Masonry.Blok-Lok The size of the Connectors used is a at 16" vertically. f the gap betweenControl backup andshall masonry. Joints be provided where indicated on the drawings. have Continuous Horizontal Reinforcement, such as ally. STEEL provided where STRUCTURAL indicated on the drawings.

HSS POST

8" Concrete Retaining Wall beyond

End bearing for floor joists can be no less than 1.75".

all conform to CSA S and 304.1.04 Masonry Design for Construction of Buildings. Building A371 Masonry Concrete masonry units shall conform to CSA A 165.1. of Buildings. sonry Construction Compression strength shall be min. 15 MPa. ts shall conform to CSA A 165.1. shall be min. 15 Brick MPa.units shall conform to CSA A82.1. rm to CSA A82.1.Mortar shall be type S conforming to CSA A 179. Bearing Plates of beams and columns shall be placed on 100% Solid Units or conforming to CSA A 179. provide an 8" deep x 24" long Concrete Pad, as directed by the Engineer. ms and columns Where shall behollow placed on 100% Solid or reinforcement or anchors, fill the concrete block wallsUnits contain 24" long Concretevoid-containing Pad, as directed the Engineer.with 3,000 psi. Grout containing 3/8" thebyreinforcement e block walls contain reinforcement or anchors, fill the aggregate. einforcement with 3,000beams psi. on Grout containing 3/8"walls shall have 150mm (6 inches) All steel masonry or concrete

Ground Ground FloorFloor

STEEL GUARD STEEL GUARD

8" STAIRWAY RECESS

MASONRY

3'-0"

LIGHTWELL LONG SECTION

RUEMAN HOUSE st. GEORGE, barbados Independent Commissioned Design & Construction Drawings Project Phase: Construction set Year: 2017 Software: Autocad

clermont residence st. micheal, barbados In-Office Construction Drawings (Design by employer) Phase: Tender set Year: 2008 Software: Autocad

comm

missioned commissioned designs designs

Wharrenville st. james, BARBADOS

site & ground floor plan

first floor plan

Independent Commissioned Project Phase: Design scheme for building permission Status: Approved, Unbuilt Year: 2017 Software: AutoCAD, SketchUp, Lumion

tashmaine lodge st. philip, BARBADOS Independent Commissioned Project Phase: Design scheme for building permission Status: Approved, Unbuilt Year: 2016 Software: AutoCAD, SketchUp, Lumion

site & ground floor plan first floor plan

dovedale hOUSE st. george, BARBADOS

first floor plan

ground floor plan Independent Commissioned Project Phase: Design scheme for building permission Status: Approved, Built Year: 2014 Software: AutoCAD, SketchUp, V-Ray, Photoshop

fescue hOUSE st. john, BARBADOS

Independent Commissioned Project Phase: Design scheme for building permission Status: Approved, Unbuilt Year: 2014 Software: AutoCAD, SketchUp, V-Ray, Photoshop site plan

basement plan

ground floor plan

first floor plan

In-office Assigned Design Projects Phase: Design scheme for building permission Status: CLient approved, Unbuilt Year: 2008-2011 Software: Autocad, SketchUp, V-Ray, Photoshop

site & ground floor plan

ground floor plan

townhous

various locatio

se designs

tions, BARBADOS

ground floor plan

cademic academic projects projects

M a st e r of Archit e ct u r e F i n a l Y e a r D e si g n Pro j e ct

HARBOUR VIEW TECHNICAL INSTITUTE

INTRODUCTION AND DESIGN BRIEF This design project is the proposal of an automotive and marine mechanical training facility in Harbour View, which fits into the larger master plan proposal of the M.Arch.2 2012/2013 urban study of the area. The social objective of the proposal is to develop the under-realised potential of this unique coastal area by increasing its density through commercial and residentional rezoning and redevelopment. This design project augments that idea by providing vocational education and career opportunities for young people in the context of a denser future Harbour View. At the facility, students will learn how automotobiles and boats work, and how to maintain and repair their engines, bodies, and various on-board systems. There are four (4) main components of the programme of the building as seen below:

KINGSTON, JAMAICA

LOCATION MAP

URBAN STUDY MASTERPLAN

SHOWROOM & ADMINISTRATION

This is the main public entry and reception, having a showroom for displaying various vehicles, such as student restoration and customisation projects, and externally owned classics or exotics. Here are also all administrative and teaching staff offices, a conference room, kitchen, bathroom and lounge facilities.

THEORY SCHOOL

This is the academic side of operations, having classrooms, a computer lab, and a library. it will be main accomodation for students and as such has student bathrooms, cafeteria and dining area, and a student lounge.

TRAINING WORKSHOP

The practical side of things where students will get hands-on training with automobiles and boats. This section can be broken into three main parts: automobile maintenance, fabrication and collison repair, and marine maintenance.

COMMERCIAL SPACE

This section provides workshop facilities for small business to rent; to help reduce unwanted neighbourhood garages which can inconvenience surronding residents. The units are self-sufficient having their own customer reception, office space, workshops and support spaces, and will provide job/business opportunites for current or past students. Included is a commercial space for a ship chandlery business.

SITE IN CONTEXT

HONG KONG AIRPORT

EKRIS HEADLIGHTS

HESSING COCKPIT

PAUL MILLER BMW

PRECEDENCE

SITE ANALYSIS

DESIGN STRATEGY

grd flr

1st flr

2nd flr

grd flr

PROGRAMME

SITE AND GROUND FLOOR PLAN

1st flr

2nd flr

grd flr

vertical circulation horizontal circulation

1st flr

2nd flr

primary served secondary served service

CIRCULATION

SERVed & SERVice

FIRST FLOOR PLAN

SECOND FLOOR PLAN

DEVELOPMENT SKETCHES

natural lighting

clerestory styled skylights face directly north allowing indirect light in. modular units fit the diagrid.

solar shading

generous overhangs shade the large workshop door openings.

arched diagrid roof frame

archieves wide spans freeing the space of structural columns.

natural ventilation

building orientation perpendicular to prevailing winds, large garage door openings and high level mesh screens allow for efficient cross ventilation of workshops.

SECTION B

SECTION A

DIAGRID STRUCTURES

SECTION C

DIAGRIDS ARE EFFICIENT AND RIGID STRUCTURES WHICH CAN ACHIEVE GREAT SPANS AND LOADS. PREFABRICATED WITH PRECISION, THE SYSTEMS ARE UTILIZED TO PUSH THE BOUNDARIES OF STRUCTURAL POSSIBILITIES AND EPITOMISE A TECHNICAL APPROACH. THEY HAVE A UNIQUE AESTHETIC WHICH WOULD EASILY BE A MENTAL LANDMARK IN THE LOCAL CONTEXT.

AUTOMOTIVE INSPIRATION

BUILDING ELEMENTS TAKE FORM CUES FROM AUTOMOTIVE ELEMENTS. THE SHADING MESH IS SIMILAR TO THAT OF A VEHICLE’S FRONT GRILL, WHILE THE SHAPE OF THE OPENING RESEMBLES INTAKE PORTS IN AN ENGINE’S CYLINDER HEAD. THE LOUVRES ARE LIGHTWAEIGHT ALUMINIUM AND THE SOLAR PANELS REFERENCE THE FORM OF AUTOMOTIVE AERODYNAMIC SPOILERS. THE PAVEMENT PATTERN IN THE COURTYARD TAKES IT FORM FROM THE LAYOUT AND PISTON DESIGN IN AN INLINE CYLINDER ENGINE BLOCK.

PARTIAL ELEVATION 1

photovoltaic roof shading

designed to resemble automotive spoilers, these banks of solar panels serve a dual purpose by converting solar heat energy into usable electric energy, and also shading the roof surface reducing thermal heat gain and hence cooling load. they pivot to track the sun for maximum efficientcy.

cellular structural steel cellular beams offer highly efficient structural design by reducing weight of the structure, also reduced ceiling plenum height is achieved by running services through the openings. the exposed cellular columns and beams along the balconies follow the design approach of expressed metal structural elements leading the aesthetic. all metals painted appropriately to prevent corrosion.

solar shading devices

a combination of perforated mesh and horizontal louvres fixed in a steel frame shade the balconies along the south eastern facade from morning sun.

Visual connections

the horizontally offset position of the upper walkway affords visual connection between circulation balconies and creates architectural interest.

diagonal bracing

roof drainage

following an approach of performance vehicle design where form follows function, the required lateral bracing of the steel frame is realised with diagonal cables expressed as part of the aesthetic.

downpipes feed rain water into a horizontal collector pipe which feeds into a storage tank below grade. water reused for washing workshop floors and landscape maintenance.

cross ventilation

natural ventilation principles were utilised to allow cross ventilation in classrooms capitalizing on the strong breezes across the site. optional air conditioning is also provided to be used as necessary, being partly powered by green energy from photovoltaic system.

solar shading

vertical louvres on the north western facade block low angle evening direct light in the summer months when the sun is at its north-most latitude. building orientation allows them to be almost perpendicular to wall face allowing maximum indirect light in and visibility out.

solar shading

made of lightweight aluminium, these horizontal louvres keep direct light out of the administration spaces on ground floor.

variable refrigerant flow (vrf) hvac

curtain wall

protected by the shading fins, this north-facing wall is almost fully glazed to maximize natural light allowed in and visual connection outside; features conducive to learning and productivity.

this high efficiency system allows one outdoor condenser to be connected by refrigerant lines to multiple evaporator units inside which are individually controlled by users. this means little or no air ducts and the system operates only at required rate, a saving of installation and operational cost compaired to other systems. condenser located on roof.

SECTION D

waste water management black and grey water is piped via manholes to a septic tank below grade, which then discharges to the municcipal sewage treatment system.

rain water reuse

electrical supply

downpipes from roof feed into a tank in the building’s foundation via a horizontal collector. the water is reused for flushing toilets in the theory building, and for maintaining landscale vegetation. excess is discharged into the harbour.

comes from j.p.s. mains via a meter to two main distribution panels, one for each building. a backup generator is efficiently located near the supply route.

diagrid barrel vaulted roof frame A MODULAR FORM FIXED ON TOP REINFORCED CONCRETE COLUMNS REPEATED IN EACH STRUCTURAL BAY.

waste water management

the workshop floors slope toward a drain which runs the entire length of the building to channel water to a sump tank below grade in the parking area. here the solids settle out forming a sludge, and the wastewater is discharged to the municipal sewage treatment system. the tank must be cleaned of sludge periodically.

paint & prep booths these are of sidedraft type and have their mechanical equipment in a closet room adjacent to the booths.

dynometer room compressed air supply exhaust venting CELLULAR STRUCTURAL STEEL

GRID LAYOUT STEEL COLUMN AND BEAM, SHORT CANTILEVER SUPPORTING 2ND FLOOR BALCONY (CELLULAR OPENINGS NOT MODELlED)

STRUCTURAL CUT-AWAY DIAGRAMS

vertical exhaust ducts filter and vent exhaust from the booths and dynometer room through the roof.

a compressor located in the 1st floor workshop storage area supplies compressed air to workshop via metal pipes to operate pneumatic tools and equipment (lifts, wrenches etc.)

BUILDING SERVICES PLANOGRAM

this entire room and its specialised equipment is a custom made ‘booth’ assembled on the workshop floor. it is sound insulated and has built-in collection ducts for exhaust fumes.

SHOWROOM & main entry

showroom interior

circulation balcony

theory school building

aerial view

Illustrations made using: autocad, sketchup, lumion

kingston marine research center m.arch first year design project

project context the assigned design task of this school project was to develop a marine research facility at gunboat beach along the palisadoes spit in kingston harbour, jamaica. the building’s schedule/brief was developed as a class, and then students individually produced their design schemes to fulfill that brief. being on a natural spit the site is very low-lying with only a slight incline, and is susceptable to storm surge in severe weather. to the north the site has a panaramic view of kingston city across the harbour with the mountains beyond. meanwhile winds cross the site generally from south-east to north-west. a laboratory typically being an enclosed and controlled environment, conceptually i envisaged my design to be a self-contained place of scientific research which would only gently rest on the landscape, almost as if it were a capsule or aircraft landed there temporarily to carry out observation. with that approach i then developed the spaces and form of the design to capitalise on contextual opportunities offered by the site, in a contemporary language intended to reflect the scientific nature of the work being done and presented within.

main conceptual ideas °° Visually separated from and conspicuous in landscape when viewed from north/kingston. °° raised structure to alleviate storm surge threat. °° entry bridge references a ship’s gangway. °° linier form to facilitate cross ventilation of main exhibition hall °° east-west orientation with fully glazed facade to maximize available view across the harbour to the city. °° double height spaces to create grandeur and provide visual connections between levels & activities.

development sketches

space use planogram

study models

june - 9am

study model proves that with the building’s orientation and a 10ft overhang the north facade can be fully shaded all year round.

dec - 2pm

south elevation will need extensive shading to reduce direct sunlight and heat gain.

physical model

physical study model explores form, envelope, structure, and levels.

PRECEDENCE

Earth science discovery center, martinique

j.p. morgan media centre, london, england

william j clinton presidential library, arkansas, usa

balcony

auditorium foyer

wet laboratory

exhibition hall

antispace

aquarium

store

elev

level 1 floor plan harbour

dorm rooms

entry

beach

proposed dorm entry

an rm no

site plan

ay hw hig y nle ma

ki n g sto n m a ri n e

aquarium

foyer

SECTION A

NORTH ELEVATION

research

center

maypen theatre scale model of undergraduate design

devon house, Jamaica scale model of existing building

about derek rudder education

2020

JVS/Ryerson IPLAN

2015

Master of Architecture,

2006

2003

The Chang School of Continuing Education, Ryerson University, Ontario University of Technology, Jamaica

Bachelors of Arts in Architectural Studies,

University of Technology, Jamaica

Associate Degree in Architectural Studies, Barbados Community College, Barbados

experience

2020

David Fujiwara Architect, Toronto, Ontario

2016 - 2018 Architectural Design Consultant,

Ace H&B Hardware and Lumber Inc., Barbados

2013 - 2018 Architectural Designer,

DR Studio (Principal/Founder), Barbados

2006 - 2011 Architectural Technologist,

contact

Architectural Technician

Tel: Email: Linkedin: Web:

thank you for viewing.

Archis Design Group Inc., Barbados

647-819-8441 derekrudder@gmail.com www.linkedin.com/in/derekrudder/ derekrudder.wixsite.com/drstudio