Interior Alteration/ Addition on Existing Building Semi-Detach Residential

DRAWING INDEX ARCHITECTURAL

Interior Alteration/ Addition on Existing Semi-Detached Residential

No.

Title

-SP100 SP101 A01

Cover Page Existing Site Plan Proposed Site Plan Existing Basement, Ground and Second Floor Plan

A02

Existing Third Floor and Roof Plan Existing Elevations Proposed Basement, Ground and Second Floor Plan

A03 A100 A101

PROJ. NO.

19022

DATE

54 Ravina Crescent, Toronto ON M4J 3MJ

August 19, 2019

A200 A201 A202

RA LUMBAO ARCHITECTS INC. ARCHITECTS . CONSULTANTS . DESIGNERS M T E W

: : : :

(416) 779-0880 (416) 288-8831 ral@lumbao.com www.LUMBAO.com

121 Lebovic Avenue Unit C04, Toronto ON M1L 4T7

REVISION TO BLDG PERMIT NO. 19 156960 BLD 00 SR

Proposed Third Floor and Roof Plan Proposed Elevations Longitudinal Section Cross Section, Schedule of Doors and Windows

BUILDING CODE DATA MATRIX

GENERAL NOTES

FIRM NAME:

1.

ALL CONSTRUCTION TO CONFORM TO THE CONSTRUCTION REQUIREMENTS OF THE LATEST ONTARIO BUILDING CODE AND ALL OTHER APPLCABLE CODES AND AUTHORITIES HAVING JURISDICTION.

2.

ANY DISCREPANCY OR AMBIGUITY TO PLANS OR ANY RELATED CONTRACT DOCUMENTS IN EXECUTING THESE PROJECT SHALL CLARIFY BY THE CONTRACTOR AND/OR SUBCONTRACTOR TO THE ARCHITECT AND OWNER PRIOR TO COMMENCING WORK.

RA LUMBAO ARCHITECTS INC.

3.

ANY REVISIONS/ADDITION OF SCOPE OF WORK SHALL BE CONFIRMED AND APPROVED BY THE ARCHITECT/ENGINEERS OR CONSULTANT BEFORE THE CONTRACTOR AND/OR SUBCONTRACTOR COMMENCE HIS WORK.

ARCHITECTS . CONSULTANTS . DESIGNERS

RA LUMBAO ARCHITECTS INC. 121 LEBOVIC AVENUE UNIT C04 TORONTO, ONTARIO M1L 0J2

1

NAME OF PROJECT

:

INTERIOR ALTERATION/ADDITION ON EXISTING SEMI-DETACHED RESIDENTIAL

LOCATION

:

54 RAVINA CRESCENT, TORONTO ON M4J 3M2

SCOPE

:

INTERIOR ALTERATION/ADDITION ON EXISTING SEMI-DETACHED RESIDENTIAL

PROJECT DESCRIPTION

ADDITION

X

ALTERATION GROUP

3

MINOR OCCUPANCY

NOT APPLICABLE

4

BUILDING AREA

6

BUILDING HEIGHT

7

NUMBER OF STREETS

8

BUILDING CLASSIFICATION

9

SPRINKLER SYSTEM

The Architect noted above has exercised responsible control with respect to design activities. The Architect's Seal Number is the Architect's BCDN.

X

X

PART 9

C

6.

SAFE CONSTRUCTION METHOD AND SAFETY MEASURES TO ALL WORKERS AT THE CONSTRUCTION SITE DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR.

7.

ALL PLUMBING AND HVAC REFER TO MECHANICAL DRAWINGS.

8.

ALL POST AND BEAM, CONCRETE FOUNDATION WALL, FOOTING, CONCRETE FLOORING REFER TO STRUCTURAL DRAWINGS UNLESS NOTED.

9.

FRAMING AND FOUNDATION WORK MUST INTEGRATE ALL ENGINEERING REQUIREMENTS IN ITS WORK. BULKHEADS, BACKFRAMING AND THE LIKE MUST BE MADE AS PER THE INSTRUCTION OF THE ARCHITECT.

10.

SITE VERIFY DIMENSION FOR WINDOWS AND DOORS.

DIVISION

SECOND FLOOR

THIRD FLOOR

EXISTING

68.83 M2

70.72 M2

74.44 M2

34.20 M2

248.19 M2

PROPOSED ADDITION

10.00 M2

10.22 M2

0 M2

0 M2

20.23 M2

TOTAL

78.84 M2

80.94 M2

74.44 M2

34.20 M2

268.42 M2

ABOVE GRADE

10.44 (m)

1 34'-3" (ft)

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

GROUND FLOOR

1

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CHECK ALL JOB CONDITIONS ON THE JOB SITE BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND/OR SUBCONTRACTOR MUST REVIEW ALL ARCHITECTURAL AND ENGINEERING DRAWINGS AND REPORT ANY DEVIATIONS THAT MAY ARISE DUE TO SITE CONDITIONS OR CONFLICTS ON DRAWINGS TO THE ARCHITECT.

PART 11

BASEMENT

3

5.

PART 3

MAJOR OCCUPANCY

NUMBER OF STORIES

DRAWINGS MUST NOT BE SCALED. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. HAND WRITTEN NOTES C/W INITIALS AUTHORIZED BY THE ARCHITECT APPEARS IN THE CONSTRUCTION DRAWINGS TAKE PRECEDENCE.

APPLY SEAL AND SIGNATURE HERE:

NEW

2

5

4.

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

Do not scale drawings.

TOTAL

LOCATION MAP

NORTH

Rev 1

Issued For Building Permit (General Revision)

Date 2019-8-19

Initials MCS

BELOW GRADE

1.64 (m)

5'-4 1/2" (ft)

STREETS

RESIDENTIAL ENTIRE BUILDING

IN LIEU OF ROOF RATING

BASEMENT ONLY

X

NOT REQUIRED THE SITE

PROVIDED UNDER BASE BUILDING PERMIT (IF APPLICABLE) 10

STANDPIPE SYSTEM

YES

X

NO

PROVIDED UNDER BASE BUILDING PERMIT (IF APPLICABLE) 11

FIRE ALARM SYSTEM

YES

X

Project North

NO

True North

PROVIDED UNDER BASE BUILDING PERMIT (IF APPLICABLE) 12

HIGH BUILDING

13

CONSTRUCTION TYPE

14

REQUIRED FIRE RESISTANCE RATING

15

YES X

X

COMBUSTIBLE

NO NON-COMBUSTIBLE

BOTH

HORIZONTAL ASSEMBLY (FRR)

LISTED DESIGN NO. (ULC NO.)

SUPPORTING ASSEMBLY (FRR)

LISTED DESIGN NO. (ULC NO.)

FLOORS

N/A

---

N/A

---

ROOF

N/A

---

N/A

---

MEZZANINE

N/A

---

N/A

---

PROJECT TITLE:

SPATIAL SEPARATION - EXISTING TO REMAIN WALL

AREA OF EBF (m²)

LIMITING DISTANCE (m)

L/H OR H/L

PERMITTED MAX. % OF OPENINGS

PROPOSED. % OF OPENINGS

FIRE RESISTANCE RATING (HRS.)

LISTED DESIGN OR DESCRIPTION

FRONT/EAST

54.34

7.02

LESS THAN 3:1

34 %

15.70 %

0

---

REAR/WEST

49.60

22.19

LESS THAN 3:1

100 %

25.18 %

0

---

SIDE/SOUTH

143.70

1.27

LESS THAN 3:1

7%

8.28 %

0

---

LIST OF CONSULTANTS DISCIPLINE

Interior Alteration /Addition on Existing Semi-Detached Residential 54 Ravina Crescent, Toronto ON M4J 3M2

PROJ. NO.

19022

DRAWING TITLE: NAME

COMPANY NAME

PHONE

WEBSITE/EMAIL

ARCHITECTURE

ROMMEL A . LUMBAO

RA LUMBAO ARCHITECTS INC

(416) 288-8831

WWW.LUMBAO.COM

STRUCTURAL

ISIDRO BUQUIRON

NKJ&A ENGINEERING SERVICES

(647) 832-2660

INFO@NKJAENGINEERING.COM

MECHANICAL

JAKE CHRISTOPHER THOMPSON

N/A

(647) 272-4497

JAKE@JAKECHRISTOPHERTHOMPSON .COM

SURVEYING

HELMUT PILLER

ASKAN PILLER CORPORATION LTD

(416) 488-1174

WWW.APSURVEYS.CA

Building Code Matrix, Notes Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

SP100

STRUCTURAL NOTES

WALL TYPE

ARCHITECTURAL SYMBOLS DESCRIPTION

SYMBOL

W1

SECTION NUMBER

4" FACE BRICK (EXISTING)

DETAIL SECTION

NOTES: CONTRACTOR/SUBCONTRACTOR TO ENSURE INTEGRITY OF EXISTING WALL ASSEMBLY DURING TO CONSTRUCTION; EXISTING INSULATION AND AIR/VAPOR BARRIER TO BE RETAINED UNLESS REQUIRING REPLACEMENT OR REPAIR. REPLACED ELEMENTS MUST FOLLOW THE FOLLOWING SPECIFICATIONS: -INSULATION: MIN. R24 BATT INSULATION -VAPOR BARRIER: 6 MIL POLYETHYLENE SHEET -AIR BARRIER: TYVEK OR EQUIVALENT - FOLLOW OBC AND MANUFACTURER INSTRUCTIONS FOR INSTALLATION - BRICK VENEER USED TO FILL VOID AREAS TO MATCH EXISTING

W2 -

-

W3 -

W4 -

ABBREVIATIONS

SHEET NUMBER ELEVATION NUMBER

DETAIL ELEVATION

SHEET NUMBER ITEM NUMBER

ITEM DETAIL SHEET NUMBER

GRID

A

2" EXTERIOR INSULATED FINISH SYSTEM (EIFS - NEW; 45 MINUTES FRR) EXTERIOR INSULATED FINISHING SYSTEM (NON-COMBUSTIBLE DUROBOND STUCCO SYSTEM OR EQUAL) ON MIN. R5 2" RIGID INSULATION (CONTINUOUS); INSTALL AS PER MANUFACTURER RECOMMENDATION AND INSTRUCTION STUCCO FINISH COLOR TO BE APPROVED BY THE ARCHITECT/OWNER WEATHER BARRIER MEMBRANE, LAYERS TO OVERLAP EACH OTHER 1/2" EXTERIOR TYPE SHEATHING 2"X6" WOOD STUDS @ 16" O.C.; DOUBLE TOP SOLE PLATE & SINGLE BOTTOM PLATE R20 BATT INSUL. IN CONTINUOUS CONTACT WITH EXTERIOR SHEATHING, CONTINUOUS 6 MIL AIR/VAPOUR BARRIER, 5/8" THK TYPE X GYPSUM BD INTERIOR FINISH

1/2" GYPSUM BOARD INTERIOR PAINTED FINISH (FACING OTHER ROOMS) 2"X4" WOOD STUDS @ 16" O.C. R13 FIBERGLASS INSULATION C/W SOUNDPROOFING GLUE, QUIETROCK OR OTHER EQUIVALENT SOUNDPROOFING MATERIAL 1/2" GYPSUM WALLBOARD INTERIOR PAINTED FINISH OR 1/2" WATER-RESISTANT GYPSUM WALLBOARD/CEMENT BOARD @ SHOWER AREA (FACING WASHROOM/POWDER ROOM INTERIOR); CERAMIC TILED FINISH @ SHOWER/BATH TUB ENCLOSURE

-

W6 -

W7 -

W8 -

5" THK INTERIOR WALL 1/2" GYPSUM BOARD INTERIOR PAINTED FINISH 2"X4" WOOD STUDS @ 16" O.C. 1/2" GYPSUM WALLBOARD INTERIOR PAINTED FINISH

TYPICAL 10" CMU FOUNDATION WALL 10" REINF CONC BLOCK ON 20"X6" CONC STRIP FOOTING; 15M @ 16" O.C. FULLY GROUTED. PROVIDE BOND BEAM AT TOP OF WALL C/W 2-15M CONTINUOUS AND 9 GAUGE LADDER REINF @ EVERY 2ND COURSE MATCHING DOWELS FOR FOOTINGS

W6 WALL TYPE ASPHALT SATURATED TAR PAPER 2"X2" WOOD SPACER @ WALL CORNERS R10 RGID BOARD CONTINUOUS INSULATION 2"X4" WOOD STUDS @ 16" O.C. R14 BATT INSULATION IN CONTINUOUS 6 MIL AIR/VAPOR BARRIER 1/2" GYPSUM WALLBOARD INTERIOR PAINTED FINISH OR 1/2" WATER-RESISTANT GYPSUM WALLBOARD/CEMENT BOARD @ SHOWER AREA (FACING WASHROOM/POWDER ROOM INTERIOR); CERAMIC TILED FINISH @ SHOWER/BATH TUB ENCLOSURE

CLOSET

CL

CENTRE LINE

CMA

CARBON MONOXIDE ALARM

CONC

CONCRETE

DET

DETAIL

DIA

DIAMETER

DJ

DOUBLE JOIST

XX

WINDOW TAG

EF

EXHAUST FAN

ELEV

ELEVATION

F

FIXED

FD

FLOOR DRAIN

FT

FEET

FIN

FINISH

FL

FLOOR

GYP BD

GYPSUM BOARD

DENOTES NEW WALL CONSTRUCTION

HWT

HOT WATER TANK

EF

EXHAUST FAN

HVAC

HEATING, VENTILATION AND AIR CONDITIONING

FD

FLOOR DRAIN

SA

SMOKE ALARM

CMA

CARBON MONOXIDE ALARM

D1

DOOR TAG

W1

WALL TAG

LEVEL ROOM NAME AND NUMBER

1.

2.

3.

4.

5.

6.

7.

8.

10.

INT

INTERIOR

11.

MECH

MECHANICAL

12.

NIC

NOT IN CONTRACT

13.

OC

ON CENTRE

OD

OUTSIDE DIMENSION

PLAM

PLASTIC LAMINATE

PROJ

PROJECT

MAIN ENTRY DOOR

2

SIDELIGHT

3

DOUBLE GLAZED WINDOW

PT

PRESSURE TREATED

4

ROOF SHINGLES

REF

REFERENCE

5

ROLL UP GARAGE DOOR

REQD

REQUIRED

6

CONCRETE FOUNDATION WALL

REV

REVISION

7

WINDOW WELL

RO

ROUGH OPENING

8

PREFIN. ALUM. GUTTER & DOWNSPOUT

SA

SMOKE ALARM

9

EXTERIOR LIGHTING FIXTURE

SECT

SECTION

SF

SQUARE FEET

SIM

SIMILAR

BRICK VENEER

CONCRETE:

9.

1

10

INSULATED CMU FOUNDATION WALL

CLO

DRAWING

ELEVATION LEGEND W5

BUILDING

DWG

ROOM NAME #

5" THK SOUND-PROOFED INTERIOR WALL

BLDG

FINISH NUMBER OR KEY

100.00 ELEVATION

W6 WALL TYPE (SHALLOW FOOTING DEPTH - MIN R10 DOW STRUCTURAL RIGID INSULATION FULL COVERAGE ON BOTH INTERIOR AND EXTERIOR SIDE OF FOUNDATION AS WELL AS UNDERSIDE OF CONC SLAB)

ABOVE FINISHED FLOOR

xx

JOIST DIRECTION

TYPICAL 10" CMU FOUNDATION WALL

AFF

14.

15.

PATIO DOOR

12

PT WOOD PORCH/STEPS

13

SLIDING DOOR (GLASS DOOR)

SM

SQUARE METERS

14

STUCCO FINISH (EIFS)

SPECS

SPECIFICATION

15

SKYLIGHT

STO

STORAGE

16

NEW 42" HANDRAIL WITH GUARD

THK

THICK

17

PT WOOD COLUMN 6"X6"

TYP

TYPICAL

1.

3.

4.

5.

6.

3" THK INTERIOR WALL 1/2" GYPSUM BOARD INTERIOR PAINTED FINISH 2"X2" WOOD STUDS @ 16" O.C. 1/2" GYPSUM WALLBOARD INTERIOR PAINTED FINISH

UNO

UNLESS NOTED OTHERWISE

GENERAL NOTES FOR GROUND FLOOR AND SECOND FLOOR

W/

WITH

1.

WD

WOOD

2.

WALL TYPE NOTES

3.

1. WASHROOM SHOWER/TUB AREA SHOULD USE CEMENTITIOUS BOARD SUBTRATE. 2. USE MOISTURE AND MOLD RESISTANT GYPSUM BOARD WHERE INTERIOR APPLICATIONS IN AREAS WITH WATER EXPOSURE.

4.

3. WOOD BLOCKING TO PROVIDE TO ALL WASHROOM FIXTURES AND CABINETS.

5.

4. BASEMENT WALL TO FRAME OUT (2"X4") AS REQUIRED FOR BASEMENT INSULATION.

6.

7.

8.

VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ASSOCIATED SERVING REQUIREMENTS UNFACTORED FLOOR LOADS FOR FIRST AND SECOND FLOOR: FLOOR D.L.: 0.5 KPa (10 PSF) FLOOR L.L.: 1.9 KPa (40 PSF) FLOOR DEFLECTIONS NOT TO EXCEED: SHORT TERM: L/480 LONG TERM: L/360 UNLESS NOTED OTHERWISE, ALL FLOOR JOISTS FOR FIRST AND SECOND FLOOR FRAMING TO BEAR ON DOUBLE 2X6 TOP PLATES AT THE TOP OF 2X6 WOOD STUD FRAMING NAIL AND GLUE SUBFLOOR TO ALL FLOOR JOISSTS,PROVIDE RIM BOARDS, BLOCKING, WEB STIFFENERS, BRIDGING AND STRAPPING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. UNLESS OTHERWISE MENTIONED, LINTELS SHALL BE PROVIDED PER OBC 2012 AND FULLY BEAR AT EACH END ON 3 PLY 2X6 WOOD POSTS. BLOCK SOLID BETWEEN FLOOR JOISTS FRAMING AND WOOD STUD WALLS

STRUCTURAL MEMBERS WOOD LINTELS: AS SHOWN ON FLOOR PLANS STEEL LINTELS: AS SHOWN ON FLOOR PLANS FLOOR JOISTS: AS SHOWN ON FLOOR PLANS STEEL COLUMNS C-1: AS SHOWN ON FLOOR PLANS

7.

8.

TIMBER FRAMING: 1.

2.

3.

4.

5.

6.

ALL TIMBER WORK INCLUDING DESIGN OF COMPONENTS AND ERECTION SHALL BE CARRIED OUT IN ACCORDANCE WITH CSA 086.1.

SAWN LUMBER SHALL BE COASTAL SPRUCE-PINE-FIR No.1 GRADE. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH CSA 0861.1 ALL CUTS, HOLES, AND DAMAGE TO SAWN LUMBER AFTER PRESSURE TREATMENT SHALL BE TREATED WIHT AN APPROVAL OIL-BORNNE PRESERVATIVE. ALL DECK PLANKS SHALL BE LAID BARK-SIDE UP TO AVOID CUPPING. UNLESS NOTED OTHERWISE TIMBER LINTELS OVER OPENINGS SHALL CONFORM TO THE ONTARIO BUILDING CODE, 2012 EDITION. TIMBER JOISTS, TRUSSES AND BRIDGING SHALL BE DESIGNED FOR THE SIZES, SPANS AND LOADS INDICATED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH CSA 86A.1. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP AND ERECTION DRAWING PRIOR TO FABRICATION FOR REVIEW BY THE ARCHITECT.

9.

10.

11.

12.

13.

14.

15.

WOOD COLUMNS / WOOD POSTS: ALL WOOD POSTS ARE SPF NO.1 UNLESS SHOWN ON FLOOR PLANS, ALL WOOD POSTS ARE 3-2X4, 3-2X6 BUILT UP AS PER OBC 9.17. THE POST DIMENSION SHALL NOT BE LESS THAN THE WIDTH OF THE BEAM SUPPORTED.

RA LUMBAO ARCHITECTS INC. ARCHITECTS . CONSULTANTS . DESIGNERS M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

Do not scale drawings.

Rev 1

Date 2019-8-19

Issued For Building Permit (General Revision)

Initials MCS

GENERAL NOTES FOR FOUNDATION FLOOR

2.

11

ALL CONCRETE WORK INCLUDING DESIGN OF COMPONENTS SHALL BE CARRIED OUT IN ACCORDANCE WITH CSA A23.1/A23.2/A23.3 CONCRETE COVER TO REINFORCING STEEL SHALL BE:CONCRETE PLACED ADJACENT TO EARTH = 75 (3") FORMED CONCRETE EXPOSED TO EARTH / WEATHER =50 (2") INTERIOR UNEXPOSED FACE = 40 (1 21") ELSEWHERE IN ACCORDANCE WITH CSA A23.1 REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RECESSES AND DEPRESSIONS IN SLABS ON GRADE / FOUNDATION WALLS. MAINTAIN SLAB THICKNESS AT ALL TIMES. CONCRETE EXPOSED TO FREEZE/THAW CYCLES SHALL BE AIR ENTERTAINED 5% TO 7% IN ACCORDANCE WITH CSA A23.1.

PROVIDE DEFORMED REINFORCING STEEL CONFORMING TO CSA G30.188-M. USE GRADE 300R BARS FOR STIRRUPS AND TIES, AND GRADES 400R BARS FOR ALL OTHER REINFORCING. DETAIL, BEND, PLACE, AND SUPPORT REINFORCING STEEL IN ACCORDANCE WITH ACI 315. PROVIDE 2-15M x 48" LONG IN EACH 45° DIRECTIONS AT ALL 4-CORNERS OF ANY OPENING IN CONCRETE. SAW-OUT CONTROL JOINTS SHALL BE FILLED AS FOLLOWS: BASEMENT FLOOR SLAB - SIKA LOADFLEX GARAGE FLOOR SLAB - SIKAFLEX SL POLY SEALANT SEAL ALL FLOOR SLABS WITH TARSAL PS CLEAR OR APPROVED EQUIVALENT ALL FOOTING SHALL BEAR ON NATIVE UNDISTURBED SOIL CAPABLE OF SUPPORTING 75 KPa (1500 PSF). CONTRACTOR TO VERIFY THIS CONDITION PRIOR TO PLACEMENT OF CONCRETE. ALL SLABS ON GRADE SHALL BEAR ON 150 (6") CONSOLIDATED Ø20 (Ø3/4") CLEAR STONE ON UNDISTURBED NATIVE SOIL CAPABLE OF SUPPORTING 25 KPa (525 PSF) WITHOUT SETTLEMENT RELATIVE TO THE BUILDING FOOTING, UNLESS NOTED OTHERWISE. PROVIDE A MINIMUM OF 1.2m (4FT) COVER TO UNDERSIDE FOUNDATION SOIL FROM FREEZING ADJACENT TO AND BELOW FOOTINGS UNLESS OTHERWISE SHOWN ON DRAWINGS. FOOTING ELEVATIONS MAY BE RAISED OR LOWERED ONLY WITH THE PERMISSION OF THE ARCHITECT OR THE CITY AUTHORITIES. PROVIDE 75 (3") CONCRETE SKIM COAT UNDER ALL FOOTINGS BELOW THE WATER TABLE. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS UNTIL THE CONCRETE HAS ACHIEVED ITS DESIGN STRENGTH AND THE FLOORS CONSTRUCTED AT THE TOP AND BOTTOM OF THE WALLS ARE IN PLACE. BACKFILL IN SUCH A MANNER THAT THE LEVEL OF BACKFILLING ON ONE SIDE OF THE WALL IS NEVER MORE THAN 450MM (18") DIFFERENT FROM THE LEVEL ON THE OTHER SIDE OF THE WALL EXCEPT WHERE TEMPORARY SUPPORT IS PROVIDED. CONSTRUCT CONCRETE WALLS WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT AS INDICATED ON THE DRAWINGS. PROVIDE CHASES ON THE INSIDE FACE OF WALLS FOR SLABS AND BEAMS. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF FOUNDATION AND REINFORCING STEEL DRAWINGS PRIOR TO FABRICATION FOR REVIEW BY THE ARCHITECT.

16.

17.

VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ASSOCIATED SERVICING REQUIREMENTS UNFACTORED FLOOR LOADS FOR FIRST FLOOR: FLOOR D.L.: 0.5 KPa (10 PSF) FLOOR L.L.: 1.9 KPa (40 PSF) FLOOR DEFLECTIONS NOT TO EXCEED: SHORT TERM: L/480 LONG TERM: L/360 UNLESS NOTED OTHERWISE, ALL FLOOR JOISTS FOR FIRST, SECOND FLOOR AND THIRD FRAMING TO BEAR ON 2- PLY WALL PLATES SIZE 2X6, OVER WOOD STUD FRAMING NAIL AND GLUE SUBFLOOR TO ALL FLOOR JOISTS, PROVIDE RIM BOARDS, BLOCKING, WEB STIFFENERS, BRIDGING AND STRAPPING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS OR AS PER OBC 2012.

UNLESS OTHERWISE MENTIONED, LINTELS SHALL BE PROVIDED PER OBC 2012 AND FULLY BEAR AT EACH END ON 3 OR 4 PLY 2X6 OR 2X8 WOOD POSTS PER PLAN BLOCK SOLID BETWEEN FLOOR JOISTS FRAMING AND WOOD STUD WALLS ALL FOOTING SHALL BEAR ON UNDISTRUBED SOIL CAPABLE OF SUPPORTING 75KPA (1566 PSF) PROVIDE MINIMUM 4'-0" FROST PROTECTION OF ALL FOOTING EXPOSED TO FREEZING DO NOT EXCEED A SLOPE OF 7V IN 10 H, BETWEEN ADJACENT FOOTING EXCAVATION OR ALONG STEPPED FOOTINGS BACKFILL OF FOUNDATION WALLS SHALL CONSISTS OF FREE DRAINING GRANULAR 'B' PLACED IN MAXIMUM 300 MM (12") LIFTS AND COMPACTED TO 95% S.P.M.D.D. BACKFILL FOUNDATION WALLS SUCH THAT THE LEVEL OF BACKFILL AGAINST ONE SIDE OF THE WALL IS NEVER GREATER THAN 18" ABOVE THE LEVEL ON THE OTHER SIDE, UNLESS TEMPORARY BRACING SUPPORTS ARE PROVIDED. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL TOP OF WALL AND SLAB ELEVATIONS ALL CONCRETE SHALL HAVE A FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 35 MPA 5-8% AIR ENTRAINMENT CEMENT, C1 EXPOSURE FOR EXTERIOR STRUCTURE SLABS 32 MPA 5-8% AIR ENTRAINMENT CEMENT, FOR EXTERIOR GARAGE SLAB ON GRADE ALL STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 400 MPa AND CONCRETE WORKING AND TESTING TO COMPLY CSA A23.1 / A23.

STRIP FOOTINGS FOR WALLS: UNLESS MENTIONED OTHERWISE, 24"X8" FOOTINGS WITH 3-15 LONGITUDINAL REBARS IN THE MIDDLE

Project North

True North

PROJECT TITLE:

Interior Alteration /Addition on Existing Semi-Detached Residential 54 Ravina Crescent, Toronto ON M4J 3M2

PROJ. NO.

19022

DRAWING TITLE:

Wall Type, Arch Symbols/ Abbreviations, Notes Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

G2

CONSTRUCTION NOTES

-

1

BRICK VENEER WALL

2

FOUNDATION WALL

10

(WALL TYPE W1 - EXISTING)

(WALL TYPE W6, W7 & W10 U.N.O.)

10" CONCRETE MASONRY UNIT ON 20"X6" CONC STRIP FOOTING 2-15M CONTINUOUS HOR. REINF. AND 9 GA. TRUSS JOINT REINFORCEMENT @ EVERY 2 COURSES HORIZONTAL 15M @ 16" DOWELS; MATCHING VERT. REINF. BITUMINOUS DAMPROOFING ON MINIMUM 41 " PARGING ON 10" CONCRETE FOUNDATION WALL PROVIDE PARGING COVED OVER 24" X 12" POURED CONCRETE FOOTING TO BEAR ON UNDISTURBED SOIL PROVIDE DRAINAGE LAYER MIN. 4" OF FREE DRAINING MATERIAL GRANULAR MATERIAL OR DRAINAGE LAYER MATERIAL TIE NEW CMU FOUNDATION WALL TO EXISTING W/ 1-10M ROD 8" LONG & 4" INTO WALL EVERY 16" (TYP.); USE EPOXY GLUE

-

NOTE: PROPRIETARY DIMPLED WATERPROOFING MEMBRANE / FOUNDATION WRAP MAY BE USED IN LIEU OF BITUMINOUS DAMPROOFING AND PARGING. FOLLOW MANUFACTURER INSTRUCTIONS FOR INSTALLATION.

3

-

SLOPE GRADE AWAY FROM BUILDING FACE AND PROVIDE SEMI-SOLID BLOCK COURSE AT OR BELOW GRADE LEVEL

4

-

FLOOR INSULATION

CONTINUOUS HEADER JOIST WITH R24 BATT INSULATION EXTEND VAPOR/AIR BARRIER AND SEAL TO JOIST AND SUBFLOOR

6

-

FOUNDATION INSULATION

EVERY ROOF SPACE ABOVE AN INSULATED CEILING SHALL BE VENTILATED WITH UNOBSTRUCTED OPENINGS EQUAL TO NOT LESS 1 THAN 150 OF INSULATED AREA (VERIFY EXISTING AND ADD IF NECESSARY).

ROOF VENTS SHALL BE UNIFORMLY DISTRIBUTED AND DESIGNED TO PREVENT ENTRY OF RAIN, SNOW OR INSECTS.

-

EXTERIOR INSULATED FINISHING SYSTEM (NON-COMBUSTIBLE DUROBOND STUCCO SYSTEM OR EQUAL) ON MIN. R5 2" RIGID INSULATION (CONTINUOUS); INSTALL AS PER MANUFACTURER RECOMMENDATION AND INSTRUCTION STUCCO FINISH COLOR TO BE APPROVED BY THE ARCHITECT/OWNER WEATHER BARRIER MEMBRANE, LAYERS TO OVERLAP EACH OTHER 1/2" EXTERIOR TYPE SHEATHING 2"x6" WOOD STUDS @ 16" O.C.,; DOUBLE TOP SOLE PLATE & SINGLE BOTTOM PLATE R 20 BATT INSUL. IN CONTINUOUS CONTACT WITH EXTERIOR SHEATHING, CONTINUOUS 6 MIL AIR/VAPOUR BARRIER, WEEP HOLES @ 31" O.C. MAXIMUM WITH FLASHING TO EXTERIOR 5/8" THK TYPE X GYPSUM BD INTERIOR FINISH

(WALL TYPE W6 & W7 U.N.O.)

ASPHALT SATURATED TAR PAPER 2X2 WOOD SPACER @ WALL CORNERS R10 RIGID BOARD CONTINUOUS INSULATION 2X4 WOOD STUDS @ 16" O.C. R12 BATT INSULATION IN CONTINUOUS 6 MIL AIR/VAPOR BARRIER 1/2" GYPSUM BOARD (REGULAR WALL) OR 1/2" WATER-RESISTANT GYPSUM WALLBOARD/CEMENT BOARD @ SHOWER AREA (FACING WASHROOM/POWDER ROOM INTERIOR) CERAMIC TILED FINISH (@ SHOWER ENCLOSURE)

20

-

-

21 -

-

15

-

BASEMENT SLAB

4" POURED CONCRETE SLAB 25 MPA BITUMINOUS DAMPPROOFING 6" CRUSHED STONE BELOW

-

-

24

9 -

-

-

-

FLOOR CONSTRUCTION

5/8" T&G PLYWOOD SUBFLOOR ON ENGINEERED JOISTS. REFER TO FLOOR PLAN LAYOUT FOR FLOOR JOIST SPECIFICATIONS FLOOR JOISTS BRIDGED W/ CONTINUOUS 1"X3" STRAPPING OR 2 ROWS OF 2"X2" CROSS BRIDGING OR SOLID BLOCKING

ROOF CONSTRUCTION

25 YEAR ASPHALT SHINGLES (LOW SLOPE APPLICATION) ON MIN. 3/8" EXTERIOR PLYWOOD SHEATHING ON APPROVED ENGINEERED ROOF TRUSSES OR CONVENTIONAL FRAMING (SEE PLANS) USE 'H' CLIPS IF 24" O.C. SPACING FASTENERS FOR ROOFING SHALL BE CORROSION RESISTANT. ROOFING NAILS SHALL PENETRATE THROUGH OR AT LEAST 21" INTO ROOF SHEATHING. EVERY ASPHALT SHINGLE SHALL BE FASTENED WITH AT LEAST 4 NAILS. OPEN VALLEYS SHALL BE FLASHED WITH 2 LAYERS OF ROLL ROOFING OR 1 LAYER OF SHEET METAL MIN. 23 58" WIDE. FLASHING SHALL BE PROVIDED AT THE INTERSECTION OF SHINGLE ROOFS WITH EXTERIOR WALLS AND CHIMNEYS, IF PRESENT. SHEET METAL FLASHING SHALL CONSIST OF NOT LESS THAN 0.013" GALVANIZED STEEL OR 0.019" ALUMINUM.

-

-

-

-

26

-

18 -

-

INSTALL A CARBON MONOXIDE DETECTOR CONFORMING TO CAN/CGA-6.19 OR UL 2034

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

SNOW LOAD = 3.0kPA

L1

2 - 2" X 6"

1.13M / 3'-8"

1.06M / 3'-6"

L2 L3 L4 L5

2 - 2" X 8"

1.33M / 4'-4"

1.25M / 4'-1"

2 - 2" X 10"

1.60M / 5'-3"

1.50M / 4'-11"

2 - 2" X 12"

1.82M / 6'-0"

1.71M / 5'-7"

3 - 2" X 12"

2.74M / 9'-0" (BEAM)

REFER TO THE ARCHITECT IN CASE OF CONFLICT BETWEEN THE STATED ACCEPTABLE VALUES & ARCHITECTURAL DRAWINGS SPRUCE-PINE-FIR LINTELS, NO. 1 OR NO. 2 GRADE NON-STRUCTURAL SHEATHING

STEEL LINTEL SCHEDULE SUPPORTING MASONRY VENEER:

31

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

Do not scale drawings.

Rev 1

NO.

-

SEE ARCHITECTURAL FLOOR PLANS FOR FLOOR JOIST SIZE AND SPACING JOISTS TO HAVE MIN. 1 21" END BEARING JOISTS SHALL BEAR ON A SILL PLATE FIXED TO FOUNDATION WITH 21" ANCHOR BOLTS @ 7'-10" O.C. MAX. HEADER JOISTS BETWEEN 3'-11" AND 10'-6" SHALL BE DOUBLED. HEADER JOISTS EXCEEDING 10'-6" SHALL BE SIZED BY CALCULATIONS. TRIMMER JOISTS SHALL BE DOUBLED WHEN SUPPORTING HEADER IS BETWEEN 2'-7" AND 6'-7". TRIMMER JOISTS SHALL BE SIZED BY CALCULATIONS WHEN SUPPORTING HEADER EXCEEDS 6'-7".

2"X2" CROSS BRIDGING REQUIRED NOT MORE THAN 6'-11" FROM EACH SUPPORT AND FROM OTHER ROWS OF BRIDGING. JOISTS SHALL BE SUPPORTED ON JOIST HANGERS AT ALL FLUSH BEAMS, TRIMMERS AND HEADERS. JOISTS LOCATED UNDER PARALLEL NON-LOADBEARING PARTITIONS SHALL BE DOUBLED.

-

-

NOTCHING & DRILLING OF TRUSSES, JOISTS & RAFTERS

2.47M / 8'-1"

2.30M / 7'-6"

L11 L12

100 X 90 X 6

2.66M / 8'-8"

2.48M / 8'-1"

125 X 90 X 8 125 X 90 X 10

3.31M / 10'-10"

3.08M / 10'-1"

3.48M / 11'-5"

3.24M / 10'-7"

150 X 90 X 10 180 X 100 X 10

3.82M / 12'-6"

3.54M / 11'-7"

4.30M / 14'-1"

3.99M / 13'-1"

-

-

MECHANICAL VENTILATION -

HOLES IN FLOOR, ROOF AND CEILING MEMBERS TO BE MAX. X ACTUAL DEPTH OF MEMBER AND NOT LESS THAN 2" FROM EDGES. NOTCHES IN FLOOR, ROOF AND CEILING MEMBERS TO BE LOCATED ON TOP OF THE MEMBER WITHIN 21 THE ACTUAL DEPTH FROM THE EDGE OF BEARING AND NOT GREATER THAN 31 JOIST DEPTH. WALL STUDS MAY BE NOTCHED OR DRILLED PROVIDED THAT NO LESS THAN 23 THE DEPTH OF THE STUD REMAINS, IF LOAD BEARING, AND 1 169 " IF NON-LOADBEARING. ROOF TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED OR WEAKENED UNLESS ACCOMMODATED IN THE DESIGN.

Initials MCS

WOOD LINTEL ABOVE DOOR/WINDOW SUPPORTING ROOF & 2 STOREYS REFER TO THE ARCHITECT IN CASE OF CONFLICT BETWEEN THE STATED ACCEPTABLE VALUES & ARCHITECTURAL DRAWINGS

-

CERAMIC TILE

WHEN CERAMIC TILE APPLIED TO A MORTAR BED WITH ADHESIVE, THE BED SHALL BE MIN. 21" THK. & REINFORCED W/ GALVANIZED DIAMOND MESH LATH, APPLIED OVER POLYETHYLENE ON SUBFLOORING ON JOISTS AT 16" O.C. MAX. W/ AT MIN. 2 ROWS CROSS BRIDGING.

34

INSULATION & WEATHERPROOFING

CEILING EXTERIOR WALL EXTERIOR WALL (ADDITIONS) FOUNDATION WALL SLABS ON GRADE

-

-

-

Project North

True North

EXTERIOR HOUSE DOORS AND WINDOWS WITHIN 6'-7" FROM GRADE SHALL BE CONSTRUCTED TO RESIST FORCED ENTRY. DOORS SHALL HAVE A DEADBOLT LOCK. THE PRINCIPAL ENTRY DOOR SHALL HAVE EITHER A DOOR VIEWER, TRANSPARENT GLAZING OR A SIDELIGHT. REPLACED & NEW WINDOWS @ SIDE ELEVATION (SETBACK LESS THAN 1.2M) MUST HAVE FIRE RESISTANCE RATING OF 45 MINUTES MIN. AND PROTECTED

BY CLOSURES

33 -

DOORS & WINDOWS

SUPPLY DUCTS 1 4"

100MM STONE (4")

90 X 90 X 6

32

-

90MM BRICK (3 1/2")

Date 2019-8-19

Issued For Building Permit (General Revision)

NOTE: REFER TO WINDOW & DOOR SCHEDULE/ARCHITECTURAL PLANS FOR LINTEL DESIGNATION LXX + LXX STEEL LINTEL SUPPORTING MASONRY VENEER

-

FLOORS

ANGLE SIZE (V X H X T) IN MM

L10

L13 L14 L15

WOOD FRAME CONSTRUCTION

(WALL TYPE W3, W4, W5, W8 & W10 U.N.O.)

PROVIDE MIN. 1 AIR CHANGE PER HOUR IN ROOMS SPECIFIED TO BE MECHANICALLY VENTED 70 CFM FOR BATH PRIMARY VENTS REFER TO MECHANICAL DRAWINGS FOR OTHER INFORMATION

SNOW LOAD = 2.5kPA

EXCAVATION AND BACKFILL

ALL LUMBER SHALL BE SPRUCE-PINE-FIR NO. 1&2 AND SHALL BE IDENTIFIED BY A GRADE STAMP U.N.O. MAXIMUM MOISTURE CONTENT 19% AT TIME OF INSTALLATION WOOD FRAMING MEMBERS WHICH ARE SUPPORTED ON CONCRETE IN DIRECT CONTACT WITH SOIL SHALL BE SEPARATED FROM THE CONCRETE WITH 6 MIL POLY.

INTERIOR STUD PARTITION

1/2" DRYWALL FINISH BOTH SIDES OF 2"X4" OR 2"X6" WOOD STUDS (REFER TO WALL TYPE) @ 16" O.C. 2 TOP PLATES & 1 BOTTOM PLATE PROVIDE SOUND ATTENUATION & INSULATION IN BATHROOM WALLS & WHEREVER INDICATED ON PLAN 1/2" WATER-RESISTANT GYPSUM WALLBOARD/CEMENT BOARD @ SHOWER AREA (FACING WASHROOM/POWDER ROOM INTERIOR) CERAMIC TILED FINISH @ SHOWER ENCLOSURES

ARCHITECTS . CONSULTANTS . DESIGNERS

MAXIMUM SPAN (M/FT-IN) LINTEL SIZE IN INCHES

NO.

ATTIC ACCESS

-

RA LUMBAO ARCHITECTS INC.

WOOD LINTEL SCHEDULE SUPPORTING ROOF CEILING & 2 STOREYS

30

-

28 -

GUARDS

EXCAVATION SHALL BE UNDERTAKEN IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING STRUCTURES, ADJACENT PROPERTY AND UTILITIES. THE TOPSOIL AND VEGETABLE MATTER IN UNEXCAVATED AREAS UNDER A BUILDING SHALL BE REMOVED. THE BOTTOM OF EXCAVATIONS FOR FOUNDATIONS SHALL BE FREE OF ALL ORGANIC MATERIAL. IF TERMITES ARE KNOWN TO EXIST, ALL STUMPS, ROOTS AND WOOD DEBRIS SHALL BE REMOVED TO A MIN. DEPTH OF 11 43" IN EXCAVATED AREAS UNDER ABUILDING, AND THE CLEARANCE BETWEEN UNTREATED STRUCTURAL WOOD ELEMENTS AND THE GROUND SHALL BE NO LESS THAN 17 43" BACKFILL WITHIN 23 58" OF THE FOUNDATION WALLS SHALL BE FREE OF DELETERIOUS DEBRIS AND BOULDERS OVER 9 87" IN DIA.

-

17

-

STEEL BEAMS AND COLUMNS SHALL BE SHOP PRIMED MIN. 3 21" END BEARING FOR WOOD & STEEL BEAMS, WITH 7 78" SOLID MASONRY BENEATH THE BEAM. STEEL COLUMNS TO HAVE MIN. OUTSIDE DIA. OF 2 87" AND MIN. WALL THICKNESS OF 163 " ALL COLUMNS SHALL BE NOT LESS THAN THE WIDTH OF THE SUPPORTED MEMBER PROVIDE SOLID BLOCKING THE FULL WIDTH OF THE SUPPORTED MEMBER UNDER ALL CONCENTRATED LOADS. BUILT-UP POSTS FASTENED WITH 9.52MM ∅ BOLTS @ 450MM O.C. OR DOUBLE ROW 73MM NAILS @ 300MM O.C.

MAXIMUM SPAN (M/FT-IN)

-

DRAINAGE

4" DIA. WEEPING TILE 6" CRUSHED STONE COVER

-

WALL/CEILING INSULATION

CARRY MIN. R24 INSULATION TO COVER THE INTERIOR FACE OF THE EXTERIOR WALL CEILING WITHOUT ATTIC = R31 CEILING WITH ATTIC = R60 BATT OR LOOSE FILL INSULATION

16 8

-

-

27 7

-

PROVIDE ATTIC ACCESS MIN. 20" X 28" WITH INSULATION AND WEATHER STRIPPING

CEILING CONSTRUCTION

5/8" INTERIOR DRYWALL FINISH (TYP.) CONTINUOUS AIR/VAPOR BARRIER FOR 1-HR FIRE-RATED FLOOR ASSEMBLY (SEE SECTION), USE 12.7MM (1/2") OR 15.9MM (5/8") SHEETROCK FIRECODE C CORE GYPSUM PANELS OPTIONAL SRM-25 OR SRB SOUND MAT

-

7 7/8" 4 7/8" 8 1/4" 14" 9 1/4" 14" 1" 2'-10" 6'-5"

INTERIOR LANDINGS = 2'-11" INTERIOR STAIRS = 2'-11" EXTERIOR STAIRS = 2'-11" MAX. BETWEEN PICKETS = 4" NO MEMBER OR ATTACHMENT BETWEEN 4" AND 2'-11" HIGH SHALL FACILITATE CLIMBING

25 -

= = = = = = = = =

COLUMNS, BEAMS & LINTELS

29

REFER TO THE ARCHITECT IN CASE OF CONFLICT BETWEEN THE STATED ACCEPTABLE VALUES & ARCHITECTURAL DRAWINGS

13 (WALL TYPE W2 - MIN 45 MINUTES FRR)

14 -

-

EIFS WALL FINISH

SILL PLATE

2"X6" SILL PLATE FASTENED TO FOUNDATION WALL WITH MIN. 21" DIA ANCHOR BOLTS EMBEDDED MIN. 4" IN CONCRETE @ 7'-10" O.C. MAX PROVIDE CAULKING OR GASKET BETWEEN PLATE AND THE FOUNDATION WALL

5 -

GRADE

ROOF VENTILATION

STAIRS INTERIOR/EXTERIOR

MAXIMUM RISE MINIMUM RISE MINIMUM RUN MAXIMUM RUN MINIMUM TREAD MAXIMUM TREAD MAXIMUM NOSING MINIMUM WIDTH MINIMUM HEADROOM

EAVES PROTECTION

EAVES PROTECTION MEMBRANE TO EXTEND 2'-11" UP THE ROOF SLOPE FROM THE EDGE, AND AT LEAST 11 43" FROM THE INSIDE FACE OF THE EXTERIOR WALL, AND SHALL CONSIST OF TYPE M OR TYPE S ROLL ROOFING LAID WITH MIN. 4" HEAD AND END LAPS CEMENTED TOGETHER, OR GLASS FIBER OR POLYESTER FIBER COATED BASE SHEETS OR SELF SEALING COMPOSITE MEMBRANES CONSISTING OF MODIFIED BITUMINOUS COATED MATERIAL.

12 -

19

PREFINISHED ALUMINUM FASCIA, EAVESTHROUGH AND RAINWATER LEADERS TO MATCH EXISTING OVERHANG PROVIDE DRIP EDGE AT FASCIA AND VENTED SOFFIT EXTEND DOWNSPOUTS TO GRADE LEVEL INSTALL AIR BAFFLES SPACED 3' O.C. MAX

11 -

OVERHANG CONSTRUCTION

R-60 LOOSE FILL INSULATION R-24 BATT INSULATION R-20 BATT + R-5 CONTINUOUS INSULATION R-20 BATT OR RIGID INSULATION R-10 (HEATED) R-8 (UNHEATED) R-12 (IN UNHEATED SPACE)

INSULATION SHALL BE PROTECTED WITH GYPSUM BOARD OR AN EQUIVALENT INTERIOR FINISH, EXCEPT FOR UNFINISHED BASEMENTS WHERE 6 MIL POLY IS SUFFICIENT FOR FIBERGLASS INSULATIONS. DUCTS PASSING THROUGH UNHEATED SPACE SHALL BE MADE AIRTIGHT WITH TAPE OR SEALANT. CAULKING SHALL BE PROVIDED ON ALL DOORS AND WINDOWS BETWEEN THE FRAME AND THE EXTERIOR CLADDING. WEATHERSTRIPPING SHALL BE PROVIDED ON ALL DOORS AND ACCESS HATCHES TO THE EXTERIOR, EXCEPT DOORS FROM A GARAGE TO THE EXTERIOR. EXTERIOR WALLS, CEILINGS AND FLOORS SHALL BE CONSTRUCTED SO AS TO PROVIDE A CONTINUOUS BARRIER TO THE PASSAGE OF WATER VAPOR FROM THE INTERIOR AND TO THE LEAKAGE OF AIR FROM THE EXTERIOR.

PROJECT TITLE:

Interior Alteration /Addition on Existing Semi-Detached Residential 54 Ravina Crescent, Toronto ON M4J 3M2

PROJ. NO.

19022

DRAWING TITLE:

Construction Notes Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

G3

RA LUMBAO ARCHITECTS INC.

NOR

TH

ARCHITECTS . CONSULTANTS . DESIGNERS M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

LINE OF MAX. PERMITTED BUILDING DEPTH

LINE OF MIN. PERMITTED FRONT SETBACK

149'-11 1/2" [45.71M.] 45'-0 1/2" [13.73M.] (EXISTING BUILDING LENGTH)

80'-5" [24.51M.] (EXISTING REAR SETBACK)

31'-7" [9.63M.] B CUR

SIDE LK WA

" 9 1/2 TH) 55'- 0M.] DEP G [17.0 BUILDIN D ITTE ERM

113.76 114.40

X. P

(MA

114.39 114.38

114.49

114.18

114.42 114.63

114.18 114.17

114.48

113.57

113.68 113.64

114.52 114.11

N W

113.68

113.73

114.04

113.82 CC

113.98

N

S

W E

113.81

114.16

113.64 113.76

114.48

114.45

E

S

Project North

True North

113.68 113.72

114.56

114.50

114.50

114.66

113.71

113.72

114.13

114.41 114.71

∅ 0.24

114.44 113.74 114.23

4'-2" [1.27M.]

2'-11 1/2" [0.90M.]

114.29

2'-4 1/2" [0.72M.]

114.34

114.60

4'-3" [1.30M.]

41'-1" [12.52M.]

114.43

T " 19'-8 . FRON N I ] (M CK) 0M. [6.0 SETBA

CH CAT N I BAS

114.38

CC 114.46

114.29

DOOR SILL = 115.49

114.53

114.50

" 21'-9 .]

3M [6.6 NTAGE FRO

ROOF = 124.8 EAVE = 121.4

113.71

B

SE (PRE

114.41

CUR

114.58

114.58

114.52

Initials MCS

LOT

114.58

114.64

3 STOREY BRICK DWELLING

11'-0" [3.35M.]

" 0 1/2 K) 23'- M.] BAC 2 [7.0 NT SET 114.48 114.47 RO NT F

114.61

114.65

Date 2019-8-19

Issued For Building Permit (General Revision)

∅ 0.30 114.59

114.71

114.68

113.76

Rev 1

∅ 0.32

114.59

54 RAVINA CR.

114.66

113.91

113.69

∅ 0.44

114.63

114.60

Do not scale drawings.

114.36

114.61

114.67

114.64

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

113.77

114.22

114.64

∅ 0.28

114.59

113.77

114.38

114.55

114.57

114.81

114.43

114.53

114.70

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

114.62

PROJECT TITLE:

Interior Alteration /Addition on Existing Semi-Detached Residential 54 Ravina Crescent, Toronto ON M4J 3M2

EXISTING 3 STOREY BRICK & DWELLING 1 SP100

EXISTING SITE PLAN SCALE:

124.80

TOP OF ROOF

121.40

THIRD FLOOR ELEV SECOND FLOOR ELEV GROUND FLOOR ELEV BASEMENT FLOOR ELEV

1:125

118.51 115.49 112.72

ESTABLISHED GRADE = 114.36 AS PER SURVEY BEARING NOTES FROM ASKAN PILLER SURVEYING - APRIL 5, 2019 EXISTING STRUCTURE(S)

PROJ. NO.

19022

DRAWING TITLE:

Existing Site Plan

PROPOSED STRUCTURE(S)

PROPERTY LINE

Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

SP100

NOR

RA LUMBAO ARCHITECTS INC.

TH

ARCHITECTS . CONSULTANTS . DESIGNERS

LINE OF MAX. PERMITTED BUILDING DEPTH

LINE OF MIN. PERMITTED FRONT SETBACK

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

149'-11 1/2" [45.71M.] 153'-5 1/2" [46.77M.] (LOT DEPTH) 72'-9 1/2" [22.19M.] PROPOSED REAR SETBACK

52'-8" [16.05M.] (PROPOSED BUILDING LENGTH)

31'-7" [9.63M.] CUR B

W SIDE ALK

" 9 1/2 TH) 55'- 0M.] DEP G [17.0 BUILDIN D ITTE ERM

113.76 114.40

X. P

(MA

114.39

114.55

Do not scale drawings.

PROPERTY LINE

∅ 0.32

114.59

114.59

114.65

114.64

DN

54 RAVINA CR.

ROOF = 124.8 EAVE = 121.4

114.58

114.52

114.38

41'-1" [12.52M.]

11'-0" [3.35M.] 114.68

4'-2" [1.27M.] SIDE SETBACK

114.53

114.43 114.34

114.60

DOOR SILL = 115.49

114.29

114.49

114.18

114.42

114.18 114.17

114.71

114.66

114.62

114.44 113.74

113.71

113.72

113.57

113.68 113.64

114.11

114.16

113.68

113.73

114.04

N

113.82 W

CC

113.98 114.13

114.48

114.56

114.50

∅ 0.24

113.81

113.64

N

S

W E

113.76 114.41

114.48

CC 114.46

114.52

PROPERTY LINE

114.63

114.50

114.23

UP

113.71

114.45

REMOVE EXISTING CONC WALL

PROPOSED 1 STOREY REAR ADDITION @ GROUND FLOOR

113.68 113.72

E

S

Project North

True North

114.50

PROPOSED 3 STOREY BRICK & DWELLING 124.80

TOP OF ROOF

121.40

THIRD FLOOR ELEV SECOND FLOOR ELEV GROUND FLOOR ELEV BASEMENT FLOOR ELEV

118.51 115.49 112.72

ESTABLISHED GRADE = 114.36 AS PER SURVEY BEARING NOTES FROM ASKAN PILLER SURVEYING - APRIL 5, PROJECT TITLE: 2019 EXISTING STRUCTURE(S) PROPOSED STRUCTURE(S) PROPERTY LINE

Interior Alteration /Addition on Existing Semi-Detached Residential 54 Ravina Crescent, Toronto ON M4J 3M2

1 SP101

PROPOSED SITE PLAN SCALE:

Initials MCS

CH CAT N I BAS

3 STOREY BRICK DWELLING

114.41

B

" 0 1/2 K) 23'- M.] BAC 2 [7.0 NT SET 114.48 114.47 FRO ENT S E (PR T " 19'-8 . FRON N I M ]( CK) 0M. [6.0 SETBA114.29

114.58

Date 2019-8-19

Issued For Building Permit (General Revision)

" 21'-9 .]

3M [6.6 NTAGE FRO

114.61

CUR

114.71

Rev 1

∅ 0.30

UP

114.66

113.76

∅ 0.44 114.61 114.63

114.60

113.91

114.36

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

113.69

LOT

114.67

113.77

114.64

∅ 0.28 114.64

114.22 114.38

114.57

114.59

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

114.38

114.53

114.70

114.81

114.43

113.77

PROJ. NO.

19022

1:125

DRAWING TITLE:

Proposed Site Plan Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

SP101

16'-5"

15'-11"

18'-6"

10'-4 1/2"

7 1/2"

4'-11"

1'-3"

2'-6"

2'-4"

1'-8"

7'-5 1/2"

3'-0"

RA LUMBAO ARCHITECTS INC.

56 RAVINA CR.

54 RAVINA CR.

56 RAVINA CR.

54 RAVINA CR.

56 RAVINA CR.

54 RAVINA CR.

3 1/2"

ARCHITECTS . CONSULTANTS . DESIGNERS M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

3'-7"

UP 3'-2"

5'-1 1/2"

10'-11 1/2"

9"

14'-5"

7'-7 1/2"

8'-2 1/2"

8'-5"

12

13

1'-11 1/2" 5"

11

14

Do not scale drawings.

5'-11 1/2"

9'-3"

2'-11 1/2"

2'-5"

2'-6"

CEILING HEIGHT 8'-7"

EXISTING SKYLIGHT TO BE REMOVED

N E

N 3" 35'-1 1/2"

W

2'-3"

UP

14'-11"

CEILING HEIGHT 8'-11"

MASTER BEDROOM 201

12'-6"

14'-7 1/2" 5 1/2"

9 1/2"

2'-10"

CEILING HEIGHT 8'-7 1/2"

10'-6 1/2"

3'-8"

EXISTING NATURAL GAS METER

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

10"

PROJECT TITLE:

15'-2 1/2"

3'-8"

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

7'-9 1/2"

6'-4 1/2"

13'-7"

13'-0 1/2"

4'-5 1/2"

3'-7 1/2"

1'-11"

1'-10 1/2"

3'-4 1/2"

Interior Alteration /Addition on Existing Semi-Detached Residential

EXISTING NATURAL GAS METER

2'-0 1/2"

"

1/2

2'9

9

"

2'-

UP 8" 4'-0 1/2"

2'-

101

54 RAVINA PROPERTY LINE

5'-7"

0"

5'-7"

3'-5 1/2"

4'-5"

PORCH

0"

3'-0"

2'-

1'-0"

2'-10"

9'-9 1/2"

CEILING HEIGHT 8'-10 1/2" 10'-11"

9" 6 1/2"

1'-7"

10"

9"

2

9"

1

9"

2'-7 1/2"

3

5'-2"

16'-5"

1 A01

EXISTING BASEMENT FLOOR PLAN SCALE:

3/16" = 1'-0"

5'-9"

15'-11"

2 A01

EXISTING GROUND FLOOR PLAN SCALE:

3/16" = 1'-0"

PROJ. NO.

19022

DRAWING TITLE:

LINE OF CANOPY ABOVE

UP 5R IN 3'-1 1/2"

1'-4 1/2"

54 Ravina Crescent, Toronto ON M4J 3M2

3'-0"

9"

5 4

True North

20'-5 1/2"

102

8'-7 1/2"

5'-2 1/2"

3'-3"

3'-3"

LIVING AREA EXISTING WINDOW TO REMAIN (REPLACE ONLY)

Project North

11'-0 1/2"

21'-9 1/2"

UP 15R 9'-11"

W

S

2'-9 1/2"

5'-7"

2'-4 1/2"

3'-2"

2 1

E S

1'-2 1/2"

3

EXISTING FLOOR JOIST (VERIFY ON SITE)

DN

3'-5 1/2"

3'-11"

1'-2"

3'-1"

5

4

2'-1 1/2"

5'-2"

54'-7 1/2"

12'-2"

12'-10"

2'-1 1/2"

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

Initials MCS

14'-7 1/2"

6'-4"

U/S DECK 7'-1 1/2"

Date 2019-8-19

Issued For Building Permit (General Revision)

EXISTING BRICK PARTY WALL

3'-0 1/2"

8'-5"

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

6'-6"

2" 1/

8'-1"

10

203

4'-11 1/2"

9'-3 1/2"

2'-11 1/2"

9

CEILING HEIGHT 8'-7"

47'-5 1/2"

-0

4'-11 1/2"

EXISTING BRICK PARTY WALL

1/ 2" 2'

1'-5 1/2"

103 CEILING HEIGHT 8'-11"

8

WASHROOM

EXISTING SKYLIGHT TO BE REMOVED

2'-11 1/2"

DINING AREA

7

Rev 1

3'-0"

2' -0

1'-5 1/2"

6'-3 1/2"

5'-2"

4'-3 1/2"

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

44'-10"

EXISTING PARTY WALL

33'-10"

7'-1"

44'-10"

42'-2"

3"

3'-3"

3'-3"

6'-8"

3'-2"

CEILING HEIGHT 6'-4"

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

DN

5'-5 1/2"

7'-8"

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

EXISTING WINDOW TO REPLACE AND RELOCATE

CEILING HEIGHT 8'-11"

5"

UP 10R

5

4'-3 1/2"

1

UP 9 1/2"

2

UP 10"

3

2'-8"

4

2'-5 1/2"

5

2"

5'-9"

5"

4

2'-10"

1'-11"

4

7'-8 1/2"

6'-0"

3

5'-9"

3'-6 1/2"

3

1'-10 1/2"

2

2'-8"

1

8'-1"

1'-3"

1

2

2'-5" 2'-4"

9'-11" UP

7'-4 1/2" DN

CEILING HEIGHT 8'-7"

5"

4'-11 1/2"

5'-11 1/2"

1"

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

9 1/2"

1'-11" 3 1/2"

4"

202

1'-9 1/2"

2'-6"

BEDROOM

8 1/2"

104

12'-10 1/2"

17'-8 1/2"

TO BE REPLACED WITH TRANSOM WINDOW

6'-9"

KITCHEN

11'-1 1/2"

11'-6 1/2"

3"

10'-0"

2'-7 1/2"

14'-5"

10'-3 1/2"

6'-10 1/2"

16'-10"

1'-6"

2'-1 1/2"

4'-8"

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

4'-3"

1'-11"

15'-11"

3 A01

EXISTING SECOND FLOOR PLAN SCALE:

1'-10 1/2"

3'-3"

Existing Basement, Ground and Second Floor Plans Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A01

3/16" = 1'-0"

18'-6"

2'-7"

19'-0"

56 RAVINA CR.

54 RAVINA CR.

56 RAVINA CR.

54 RAVINA CR.

15'-11"

RA LUMBAO ARCHITECTS INC. ARCHITECTS . CONSULTANTS . DESIGNERS M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

ROOF DECK BELOW

10'-3 1/2"

10'-3 1/2"

ROOF DECK

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

22'-8"

22'-3 1/2"

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

Do not scale drawings.

Date 2019-8-19

Issued For Building Permit (General Revision)

Initials MCS

12'-0"

12'-4 1/2"

Rev 1

1'-3 1/2"

2'-10"

10 1/2"

10 1/2"

5'-0"

1'-3" 11 1/2"

2'-10"

EXISTING EXTERIOR WALL AND WINDOWS TO BE REMOVED

N 3'-11"

E

7'-2"

N W

E S

11'-4"

1'-6 1/2" 1'-10 1/2"

6'-11"

6'-0"

W

S

23'-10 1/2"

25'-11"

9'-2"

11'-11 1/2"

2'-0"

2'-3"

EXISTING PARTY WALL

21'-7"

22'-9"

DN

True North

9'-8"

2'-10 1/2"

Project North

4'-6 1/2"

6'-0"

PROJECT TITLE: 14'-9 1/2" 6'-1"

Interior Alteration /Addition on Existing Semi-Detached Residential

54 RAVINA PROPERTY LINE

2'-0 1/2"

4'-2"

EXISTING WINDOW TO REMAIN (REPLACE ONLY)

54 Ravina Crescent, Toronto ON M4J 3M2

PROJ. NO.

19022

DRAWING TITLE:

1'-9"

4'-7" 7'-9"

4'-7"

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

4'-5"

1

EXISTING THIRD FLOOR PLAN SCALE:

3/16" = 1'-0"

1'-9 1/2"

Existing Third Floor and Roof Plan

17'-6 1/2"

15'-11"

A02

11'-4"

2 A02

EXISTING ROOF PLAN SCALE:

Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A02

3/16" = 1'-0"

3 3

10

3

4

3

4

3

13

3

3

ROOF LINE

ROOF LINE 124.80

11'-2"

124.80

8

THIRD FLOOR LINE

56 RAVINA CR.

54 RAVINA CR.

9'-5 1/2"

34'-3"FT. [10.44M.] BUILDING HEIGHT

39'-7 1/2"

121.40

4

4

118.51

MAIN ENTRY DOOR

1

10

SECOND FLOOR LINE

RA LUMBAO ARCHITECTS INC.

ELEVATION LEGEND

10

2

SIDELIGHT

3

DOUBLE GLAZED WINDOW

4

ROOF SHINGLES

5

ROLL UP GARAGE DOOR

6

CONCRETE FOUNDATION WALL

ARCHITECTS . CONSULTANTS . DESIGNERS

7

WINDOW WELL

8

PREFIN. ALUM. GUTTER & DOWNSPOUT

9

EXTERIOR LIGHTING FIXTURE

10

BRICK VENEER

11

PATIO DOOR

12

PT WOOD PORCH/STEPS

13

SLIDING DOOR (GLASS DOOR)

14

STUCCO FINISH (EIFS)

15

SKYLIGHT

16

NEW 42" HANDRAIL WITH GUARD

17

PT WOOD COLUMN 6"X6"

THIRD FLOOR LINE 121.40

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

SECOND FLOOR LINE 118.51

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

8'-10 1/2"

9'-11"

3

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

GROUND FLOOR LINE

GROUND FLOOR LINE

115.49

Do not scale drawings.

115.49

Rev 1

3'-1 1/2"

3'-8 1/2"

10

ESTABLISHED GRADE

Date 2019-8-19

Issued For Building Permit (General Revision)

Initials MCS

ESTABLISHED GRADE 114.36

5'-4 1/2"

9'-1"

5'-4 1/2"FT. [1.64M.] BELOW GRADE

114.36

BASEMENT FLOOR LINE

EXISTING

112.72

6

10

12 4

3

1

1 3

A03

FRONT ELEVATION SCALE:

BASEMENT FLOOR LINE

EXISTING 3

3/16" = 1'-0"

3

10

3

3

2

12 3

A03

8

112.72

REAR ELEVATION SCALE:

3/16" = 1'-0"

4

ROOF LINE

ROOF LINE

124.80

124.80

True North

11'-2"

Project North

8

8

THIRD FLOOR LINE

THIRD FLOOR LINE

SECOND FLOOR LINE

PROJECT TITLE:

9'-5 1/2"

34'-3"FT. [10.44M.] BUILDING HEIGHT

121.40

39'-7 1/2"

121.40

SECOND FLOOR LINE

118.51

118.51

Interior Alteration /Addition on Existing Semi-Detached Residential

12

9'-11"

54 Ravina Crescent, Toronto ON M4J 3M2

PROJ. NO.

19022

DRAWING TITLE: GROUND FLOOR LINE

GROUND FLOOR LINE 115.49

3'-8 1/2"

2'-9 1/2"

115.49

ESTABLISHED GRADE

Existing Elevations ESTABLISHED GRADE 114.36

5'-4 1/2"

9'-1"

5'-4 1/2"FT. [1.64M.] BELOW GRADE

114.36

Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A03

EXISTING

3

BASEMENT FLOOR LINE

A03

112.72

RIGHT SIDE ELEVATION SCALE:

3/16" = 1'-0"

BASEMENT FLOOR LINE 112.72

6

11

3

3

3

3

UP

16'-5 1/2"

16'-10"

19'-1"

1

8'-2 1/2"

8'-3"

0"

8'-5"

8'-5"

2

5'-3 1/2"

1'-0"

2'-0 1/2"

6'-0"

2'-10"

2'-11"

3 4

2"X8" FJ @ 16" O.C.

2'-6"

NEW DECK

D3

3'-6"

W2

W4

16

W1

5'-0 1/2"

W4

LAV

UP

5

203

4

5'-0 1/2" 3'-7"

20'-5 1/2"

3'-8"

W1

4

2

3

1

2

2'-5 1/2"

3

3/16" = 1'-0"

4'-4 1/2"

56 RAVINA

54 RAVINA

56 RAVINA

54 RAVINA 16'-5 1/2"

SCALE:

DN

2

PROPOSED GROUND FLOOR PLAN SCALE:

3/16" = 1'-0"

11'-5"

PROJ. NO.

19022

DRAWING TITLE: 1 A201

18"X18" MASONRY COLUMN WITH 6"X6" P.T. COLUMN SUPPORT CANOPY ABOVE (TYP.) 5'-1"

4'-2"

16'-10 1/2"

A100

54 Ravina Crescent, Toronto ON M4J 3M2

NEW ROOF

1

7'-11"

-0 "

6

4

5"

2'

7

5

TO 2ND UNIT

2'-10"

3-2"X8" ROOF JOIST SUPPORT (TYP)

8

1

PROPOSED BASEMENT FLOOR PLAN

W1

9

4

2

"

54 RAVINA PROPERTY LINE

12'-3 1/2"

W1 2' -0

2'-0 1/2"

4'-11" 16'-10 1/2"

3 A100

PROPOSED SECOND FLOOR PLAN SCALE:

2'-0 1/2"

2'-9"

56 RAVINA

101

EXISTING NATURAL GAS METER

5

3

Interior Alteration /Addition on Existing Semi-Detached Residential

54 RAVINA

7

PORCH

W1

3'-9 1/2"

2"X8" RJ @ 16" O.C.

8

4'-1"

2"X8" RJ @ 16" O.C.

9

W1

4'-7 1/2"

2'-10"

2"X8" RJ @ 16" O.C.

7'-0"

2"X8" FJ @ 16" O.C.

2"X8" FJ @ 16" O.C.

N RAI

PROJECT TITLE:

D8

EXISTING WINDOW TO REMAIN

EXISTING LINTEL

W1 1'-6 1/2"

6

1

MASTER BEDROOM

CLOSET

12'-8 1/2"

L1+L10

True North

2'-2 1/2"

201

D1

UP

Project North B1 - STAIR BEAMS @ GROUND FLOOR 3-1 3/4" X 9 1/2" 2.0e LVL

W5

11"

EXISTING LINTEL

W

S

5

15'-5"

16'-4 1/2"

17'-8"

2'-11" 8'-2 1/2"

3'-2"

D2

W2

A100

D6

2 1/2" X 9 1/2" I-JOIST @ 12" O.C. NI-40x (NORDIC) OR EQUAL

W1

W6

S

4

W5

W9 4"

N E

3

12'-5"

B2 - STAIR BEAMS @ GROUND FLOOR 3-1 3/4" X 9 1/2" 2.0e LVL 5'-0"

E

W5

14'-8 1/2"

W1

N

W

P/A

EXISTING WINDOW TO REMAIN

W6

2

102

2 1/2" X 9 1/2" I-JOIST @ 12" O.C. NI-40x (NORDIC) OR EQUAL

OD

W5

UP

D5

B1 - 3-1 3/4" X 9 1/2" 2.0e LVL

LIVING ROOM

W8

1

2'-9" WC

3'-11"

2'-10"

EXISTING WINDOW TO REMAIN

D7

WASHROOM 1

LAV

1

6

3'-6" [1.07M]

2'-6"

OPEN RAILING

EXISTING WINDOW TO REMAIN

W5

T PE SLO

8

W5

3'-11"

45'-4"

EXISTING PARTY WALL

1'-5 1/2"

61'-4 1/2"

44'-8"

2

EXISTING WINDOW TO REMAIN

5'-0 1/2"

7'-10 1/2"

UP

W9

11'-8"

9

W

2 1/2" X 9 1/2" I-JOIST @ 12" O.C. NI-40x (NORDIC) OR EQUAL

35'-1 1/2"

13'-2"

1

4 3

54'-1 1/2"

2

5

5'-3 1/2"

3

W6

10

7

6

11"

4

3'-2"

11

W5

7'-0"

14'-0"

8

1'-

EXISTING PARTY WALL

10'-7"

5

7'-1 1/2"

13

7

6

W4

DN

D

B1 - STAIR BEAMS @ GROUND FLOOR 3-1 3/4" X 9 1/2" 2.0e LVL

9

7

Initials MCS

3'-6"

2'-4"

3'-6"

11

EXISTING WINDOW TO REMAIN

14

Date 2019-8-19

Issued For Building Permit (General Revision)

12

8'-5"

W4

4'-0"

8

4'-3 1/2"

10'-7"

B1 - STAIR BEAMS @ GROUND FLOOR 3-1 3/4" X 9 1/2" 2.0e LVL

12'-2 1/2" 3'-11"

13

15

12

10

W4

16

3'-4"

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

1'-1"

EXISTING WINDOW TO REMAIN

Rev 1

W5

D5

WASHROOM 2 204

1'-

1'-5 1/2"

W4

5'-3 1/2" 2 1/2" X 9 1/2" I-JOIST @ 12" O.C. NI-40x (NORDIC) OR EQUAL 9'-9"

11"

MECHANICAL PIPE CHASE W

45'-1"

14

LAV WC

DN

D

002

Do not scale drawings.

3'-5" 4'-6"

D4

15

W5

D5

EXISTING STRUCTURE TO REMAIN

9'-2"

103

W4

UTILITY ROOM

1'-10 1/2"

D5

104

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

EXISTING PARTY WALL

WC

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

W5

1'-11"

001

KITCHEN

3'-3 1/2"

POWDER ROOM

4'-7 1/2"

3'-0"

1'-4 1/2"

FRZ

6'-10"

9'-2"

8'-4"

3'-7"

9'-7"

202 2'-2 1/2"

16'-7 1/2"

15'-1 1/2"

LAV

WASHROOM

5'-2 1/2"

8'-2 1/2"

BEDROOM 1

3'-9 1/2"

W5 W4

W9

2'-11"

2 1/2" X 9 1/2" I-JOIST @ 12" O.C. NI-40x (NORDIC) OR EQUAL

L1+L10

FRG

4'-11"

WC

52'-3"

W4

3'-5 1/2"

4'-1"

D5

EXISTING WINDOW TO REMAIN

17'-5 1/2"

5'-0"

10'-2 1/2"

14'-8 1/2"

W4

EXISTING LINTEL

13'-11"

EXISTING WALL; NEW STUCCO FINISH

7'-0"

7'-2 1/2"

W9

L1+L10

W2

EXISTING LINTEL

LINE OF NEW CONSTRUCTION

W1

5'-8 1/2"

W6

W5

NEW STUCCO FINISH REAR WALL

3'-0"

LINE OF NEW CONSTRUCTION

7'-3"

EXISTING PARTY WALL

4'-4"

5'-11" 3'-5"

LINE OF NEW CONSTRUCTION

NEW CONSTRUCTION

L1+L10

7'-3"

2'-6"

L1+L10

W2

W8

2'-0"

2'-10 1/2" 4'-4 1/2" 9'-0"

NEW PARTY WALL TO MATCH EXISTING PARTY WALL FROM ADJACENT PROPERTY

W3

2'-6"

2 1/2" X 9 1/2" I-JOIST @ 12" O.C. NI-40x (NORDIC) OR EQUAL

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

6'-6"

10" REINF. CONC. BLOCK ON 22"X6" CONC STRIP FOOTING., 15M @ 16" O.C. FULLY GROUTED., PROVIDE BOND BEAM AT TOP OF WALL C/W 2-15M CONTINUOUS AND 9 GAUGE LADDER REINF @ EVERY 2ND COURSE MATCHING DOWELS FOR FOOTINGS.

ANCHORAGE REINFORCEMENT 10M@16" O.C., 12" LONG W/ MIN. 4" INTO FOUNDATION WALL (TYP.)

7'-3"

ARCHITECTS . CONSULTANTS . DESIGNERS

NEW ROOF

105

W7

LINE OF NEW CONSTRUCTION

RA LUMBAO ARCHITECTS INC.

1 A201

2'-11 1/2"

ANCHORAGE REINFORCEMENT 10M@16" O.C., 12" LONG W/ MIN. 4" INTO FOUNDATION WALL (TYP.)

2"X8" FJ @ 16" O.C.

2"X8" FJ @ 16" O.C.

2-2"X8" DECK JOIST SUPPORT (TYP)

Proposed Basement, Ground and Second Floor Plan Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A100

3/16" = 1'-0"

18'-6"

19'-0" 15'-11"

2'-7"

RA LUMBAO ARCHITECTS INC. ARCHITECTS . CONSULTANTS . DESIGNERS M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

EXISTING ROOF

ROOFING NOTES: 1.

2.

10'-3 1/2"

10'-3 1/2"

ROOF DECK BELOW

3.

4.

5.

6.

22'-3 1/2"

7.

8.

9.

VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND SITE MEASUREMENTS. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ASSOCIATED SERVICING REQUIREMENTS. UNFACTORED ROOF LOADS D.L.: 0.35 KPa (7 PSF) L.L.: 1.0 KPa (20 PSF) SPECIFIED SNOW LOAD: 1.0 KPa (TORONTO) FASTENERS FOR ROOFING SHALL BE CORROSION RESISTANT. ROOFING NAILS SHALL PENETRATE THROUGH OR AT LEAST 21 " INTO ROOF SHEATHING. EVERY ASPHALT SHINGLE SHALL BE FASTENED WITH AT LEAST 4 NAILS. EAVE PROTECTION SHALL EXTEND 2'-11" UP THE ROOF SLOPE FROM THE EDGE, AND AT LEAST 11 43" FROM THE INSIDE FACE OF THE EXTERIOR WALL, AND SHALL CONSIST OF TYPE M OR TYPE S ROLL ROOFING LAID WITH MIN. 4: HEAD AND END LAPS CEMENTED TOGETHER, OR GLASS FIBER OR POLYESTER FIBER COATED BASE SHEETS, OR SELF SEALING COMPOSITE MEMBRANES CONSISTING OF MODIFIED BITUMINOUS COATED MATERIAL. EAVE PROTECTION IS NOT REQUIRED FOR UNHEATED BUILDINGS, FOR ROOFS EXCEEDING A SLOPE OF 1:1.5, OR WHERE A LOW SLOPE ASPHALT SHINGLE APPLICATION IS PROVIDED. OPEN VALLEYS SHALL BE FLASHED WITH 2 LAYERS OF ROLL ROOFING, OR 1 LAYER OF SHEET METAL MIN. 23 58" WIDE. FLASHING SHALL BE PROVIDED AT THE INTERSECTION OF SHINGLE ROOFS WITH EXTERIOR WALLS AND CHIMNEYS/SKYLIGHTS (IF ANY).

SHEET METAL FLASHING SHALL CONSIST OF NOT LESS THAN 161 " SHEET LEAD, 0.013" GLAVANIZED STEEL, 0.018" COPPER, 0.018" ZINC OR 0.019" ALUMINUM.

ROOF FRAMING 12'-0"

12'-4 1/2"

16" O.C.

Rev 1 ROOF SHEATHING

ROOF SHEATHING

UNSUPPORTED EDGES

TONGUE & GROOVE, 'H'-CLIPS OR OTHER EDGE SUPPORT

3/8" PLYWOOD, 7/16" WAFER BD. OR 11/16" LUMBER

5/16" PLYWOOD, 3/8"WAFER BD. OR 11/16" LUMBER

ASSUMPTIONS AND NOTES:

10 1/2"

2'-2 1/2"

2'-10"

10 1/2"

5'-0"

1'-11 1/2"

2'-10"

TOTAL FLOOR LIVE LOAD = 1.9 KPa MAX. FOOTING DIMENSIONS BASED ON SOIL BEARING CAPACITY OF 75 KPa, THE SOIL IS STABLE/UNDISTURBED AND THE WATER TABLE IS NOT A FOOTING WIDTH BELOW THE FOOTING OR LESS. THE CONTRACTOR MUST VERIFY ACTUAL SITE CONDITIONS PRIOR TO CONSTRUCTION THROUGH A SOIL TEST AND REPORT TO THE ARCHITECT IF ANY CONDITIONS ARE NOT MET. 3. NEW FOUNDATION WALL 3.1.

10" THICK CMU; 3.2.

TOP COURSE SOLID FILLED WITH CONCRETE; LATERALLY SUPPORTED WITH SILL PLATE CONNECTED TO FOUNDATION WALL WITH ANCHOR BOLTS 3/4"∅ @ 24" O.C. EMBEDDED TO FILLED TOP COURSE MIN. 4".

3.3.

ASSUMED WIND LOAD = 0.70 KPa MAX. 4. STRIP FOOTING = 20" X 6" THICK. 5. USE MIN. 3/4" THK PLYWOOD FOR SUB-FLOORING 6. FLOOR JOIST 6.1.

INSTALL WITH STRAPPING AND BRIDGING; USE SPF NO. 1 OR 2 LUMBER; 6.2.

USE JOIST HANGERS TO CONNECT WITH BEAMS; 6.3.

MIN. BEARING = 40MM 7. BEAMS 7.1.

REFER TO FLOOR PLANS FOR SIZING 7.2.

MIN. BEARING = 90MM 7.3.

BEAMS ASSUMED TO BE LATERALLY SUPPORTED BY FLOOR JOISTS. 8. BUILT-UP WOOD POSTS (TYP. 3-2"X6") 8.1.

FASTENED WITH 9.52MM∅ BOLTS @ 450MM O.C. OR DOUBLE ROW 73MM NAILS @ 300MM O.C.

EXISTING STRUCTURE TO REMAIN

1.

2.

46'-2"

1

11'-4"

2

3'-6"

5 6 7

9

W7

25'-11"

2'-3"

21'-7"

8

10

3'-6"

EXISTING LINTEL

1.

2.

3.

DN 16

15

14

13

12

EXISTING ROOF TO REMAIN

11

Date 2019-8-19

Issued For Building Permit (General Revision)

Initials MCS

REFER TO CONSTRUCTION SPECIFICATION AND SECTION DRAWINGS FOR FINISH MATERIALS. ALL MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL OF BRAND, TYPE AND OTHER SPECIFICATION UNLESS OTHERWISE INDICATED ON CONSTRUCTION DRAWINGS. ALL CONSTRUCTION TO CONFORM TO THE CONSTRUCTION REQUIREMENTS OF THE LATEST ONTARIO BUILDING CODE AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. SITE VERIFY DIMENSION FOR WINDOWS AND DOORS. REPORT ANY DISCREPANCIES TO THE ARCHITECT. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ALL EXISTING STRUCTURAL ELEMENTS (COLUMN, BEAM, ROOF TRUSS, ETC.) THAT REQUIRES REPAIR/REDESIGN AND THOSE REQUIRED TO BE CONNECTED TO THE NEW STRUCTURAL ELEMENTS FOR EVALUATION.

N E

N W

E S

W

S

Project North

True North

ASSUMPTIONS AND NOTES:

23'-10 1/2"

4

8'-9"

W1

EXISTING BRICK PARTY WALL

3

4.

6'-1 1/2"

ROOF SNOW LOAD = 1.0 KPa (TORONTO) CEILING JOISTS = CONSIDERED ATTIC NOT ACCESSIBLE BY STAIRWAY; CLEAR SPAN = 4.54M; USE 2"X10" SPF NO. 1 0R 2 LUMBER @ 16" O.C.; CEILING JOISTS TIED TO EVERY ROOF RAFTER MIN. 4 NAILS. MAIN ROOF SLOPE = 1:10.9 GF EXTENSION ROOF SLOPE = 1:8 UNOBSTRUCTED VENT AREA REQUIRED - MAIN ROOF ONLY, INCLUDING NEW CONSTRUCTION) = 1/150 X 640 SQ. FT = 4.27 SQ. FT.; - GF EXTENSION ROOF = 1/150 X 96.22 SQ. FT = 0.65 SQ. FT - CONTRACTOR TO VERIFY EXISTING VENTILATION AND ADD IF NECESSARY. DISTRIBUTE VENTING AS PER OBC 9.19.1.2.

BEDROOM 2

4'-6 1/2"

7'-1 1/2"

9'-2"

301 14'-9 1/2"

PROJECT TITLE:

6'-1"

4'-2"

Interior Alteration /Addition on Existing Semi-Detached Residential

EXISTING WINDOW TO REMAIN

W1

2'-0 1/2"

9"

W1

54 Ravina Crescent, Toronto ON M4J 3M2

PROJ. NO.

19022

4'-7"

1'-9"

4'-7"

1'-5"

56 RAVINA

DRAWING TITLE: 54 RAVINA

46'-2"

EXISTING DOOR AND WINDOW TO REMAIN

5"

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

Do not scale drawings.

ROOF SHEATHING

15'-11"

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

3'-7"

4'-5"

1

THIRD FLOOR PLAN

2

ROOF PLAN

SCALE:

A101

SCALE:

3/16" = 1'-0"

1'-9 1/2"

Proposed Third Floor and Roof Plan

17'-6 1/2"

15'-11"

A101

11'-4"

Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A101

3/16" = 1'-0"

4

3

3

ROOF LINE

ROOF LINE

124.80

124.80

EXTENDED THIRD WALL AND ROOF

11'-2"

EXISTING DORMER AND SHED ROOF TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAIN

23'-4 1/2" [7.12M] FRONT MAIN WALL HEIGHT

EXISTING TO REMAIN

DOUBLE GLAZED WINDOW

4

ROOF SHINGLES

5

ROLL UP GARAGE DOOR

6

CONCRETE FOUNDATION WALL

ARCHITECTS . CONSULTANTS . DESIGNERS

THIRD FLOOR LINE 121.40

REPLACE EXT. WALL FINISH TO EIFS/STUCCO

7

WINDOW WELL

8

PREFIN. ALUM. GUTTER & DOWNSPOUT

9

EXTERIOR LIGHTING FIXTURE

10

BRICK VENEER

11

PATIO DOOR

12

PT WOOD PORCH/STEPS

13

SLIDING DOOR (GLASS DOOR)

14

STUCCO FINISH (EIFS)

15

SKYLIGHT

16

NEW 42" HANDRAIL WITH GUARD

17

PT WOOD COLUMN 6"X6"

W5

W6

REPLACE

REPLACE NEW DECK ROOF

4 SECOND FLOOR LINE

W3 NEW

118.51

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

W1

9'-2 1/2"

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

14

W8

9'-11"

118.51

SIDELIGHT

3

EXISTING TO REMAIN

22'-10" [6.96M] REAR MAIN WALL HEIGHT

9'-5 1/2"

34'-3"FT. [10.44M.] BUILDING HEIGHT

39'-7 1/2"

121.40

2

EXISTING TO REMAIN

54 RAVINA CR.

THIRD FLOOR LINE

EXISTING TO REMAIN

MAIN ENTRY DOOR

1

56 RAVINA CR.

EXISTING TO REMAIN

SECOND FLOOR LINE

RA LUMBAO ARCHITECTS INC.

ELEVATION LEGEND

D3

REPLACE

NEW

D1 REPLACE

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

GROUND FLOOR LINE

GROUND FLOOR LINE

3'-8 1/2"

ESTABLISHED GRADE

Rev 1 114.58

114.53

9'-1"

Date 2019-8-19

Initials MCS

114.36

2

114.11

5'-4 1/2"

5'-4 1/2"FT. [1.64M.] BELOW GRADE

Issued For Building Permit (General Revision)

ESTABLISHED GRADE 1

114.36

3

W2 BASEMENT

D2

NEW

4

NEW

5 6 7

BASEMENT

8 9

BASEMENT FLOOR LINE

PROPOSED

112.72

A200

3

SCALE:

BASEMENT FLOOR LINE

PROPOSED

FRONT ELEVATION

1

2 A200

3/16" = 1'-0"

11

12

16

14

112.72

REAR ELEVATION SCALE:

3/16" = 1'-0"

11

EXISTING BUILDING AREA/STRUCTURE

ROOF LINE

ROOF LINE 124.80

4

11

11'-2"

16

LINE OF NEW CONSTRUCTION

124.80

3

14

Project North

True North

W7

THIRD FLOOR LINE

THIRD FLOOR LINE

9'-5 1/2"

34'-3"FT. [10.44M.] BUILDING HEIGHT

121.40

39'-7 1/2"

121.40

SECOND FLOOR LINE

Do not scale drawings.

115.49

3'-8 1/2" [1.13M]

115.49

EXISTING TO REMAIN

W4

EXISTING TO REMAIN

PROJECT TITLE:

EXISTING TO REMAIN

REPLACE WITH NEW ROOF

SECOND FLOOR LINE

118.51

118.51

Interior Alteration /Addition on Existing Semi-Detached Residential

W8

54 Ravina Crescent, Toronto ON M4J 3M2

12 9'-11"

EXISTING TO REMAIN

W3

D3

NEW WINDOW

NEW DOOR

EXISTING TO REMAIN

PROJ. NO.

19022

DRAWING TITLE: GROUND FLOOR LINE

GROUND FLOOR LINE 115.49

3'-8 1/2"

115.49

NEW 114.53

EXISTING TO REMAIN

Proposed Elevations

EXISTING TO REMAIN

ESTABLISHED GRADE

ESTABLISHED GRADE

BASEMENT FLOOR LINE 112.72

114.36

5'-4 1/2"

9'-1"

5'-4 1/2"FT. [1.64M.] BELOW GRADE

114.36

NEW WINDOW TO REPLACE EXISTING DOOR

114.11

Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A200

PROPOSED

3 A200

RIGHT SIDE ELEVATION SCALE:

3/16" = 1'-0"

BASEMENT FLOOR LINE 112.72

REPLACE EXISTING WALL TO EIFS/STUCCO

2"X6" WOOD RAFTER @ 16" O.C.; 1/2" THK PLYWOOD ROOF SHEATHING; ASPHALT SHINGLES

EXISTING ROOF DORMER AND FRAME TO REMAIN

EXTERIOR INSULATED FINISHING SYSTEM (NON-COMBUSTIBLE DUROBOND STUCCO SYSTEM OR EQUAL) ON MIN. R5 2" RIGID INSULATION (CONTINUOUS); INSTALL AS PER MANUFACTURER RECOMMENDATION AND INSTRUCTION; MIN 45 MINUTES FRR

2"X8" CEILING JOISTS EXTERIOR INSULATED FINISHING SYSTEM (NON-COMBUSTIBLE DUROBOND STUCCO SYSTEM OR EQUAL) ON MIN. R5 2" RIGID INSULATION (CONTINUOUS); INSTALL AS PER MANUFACTURER RECOMMENDATION AND INSTRUCTION; MIN 45 MINUTES FRR

-

11'-2"

-

-

-

-

STUCCO FINISH COLOR TO BE APPROVED BY THE ARCHITECT/OWNER WEATHER BARRIER MEMBRANE, LAYERS TO OVERLAP EACH OTHER 1/2" EXTERIOR TYPE SHEATHING 2"x6" WOOD STUDS @ 16" O.C.,; DOUBLE TOP SOLE PLATE & SINGLE BOTTOM PLATE R 20 BATT INSUL. IN CONTINUOUS CONTACT WITH EXTERIOR SHEATHING, CONTINUOUS 6 MIL AIR/VAPOUR BARRIER, 5/8" THK TYPE X GYPSUM BD INTERIOR FINISH PROVIDE FLASHING AT INTERFACE WITH BRICK VENEER

STUCCO FINISH COLOR TO BE APPROVED BY THE ARCHITECT/OWNER WEATHER BARRIER MEMBRANE, LAYERS TO OVERLAP EACH OTHER 1/2" EXTERIOR TYPE SHEATHING 2"x6" WOOD STUDS @ 16" O.C.,; DOUBLE TOP SOLE PLATE & SINGLE BOTTOM PLATE R 20 BATT INSUL. IN CONTINUOUS CONTACT WITH EXTERIOR SHEATHING, CONTINUOUS 6 MIL AIR/VAPOUR BARRIER, 5/8" THK TYPE X GYPSUM BD INTERIOR FINISH PROVIDE FLASHING AT INTERFACE WITH BRICK VENEER

ROOF LINE

ARCHITECTS . CONSULTANTS . DESIGNERS M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

124.80

LINE OF NEW CONSTRUCTION

-

-

RA LUMBAO ARCHITECTS INC.

EXISTING BRICK WALL TO REMAIN; 2"X6" STUDS; 6 MIL POLYETHYLENE VAPOR BARRIER; MIN. R24 BATT INSULATION

BEDROOM 2 301

16

THIRD FLOOR LINE

15

121.40

14

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

13

Do not scale drawings.

12

G.I. FLASHING

9

9'-5 1/2"

34'-3"FT. [10.44M.] BUILDING HEIGHT

39'-7 1/2"

11 10 8

BEDROOM 1

7 6

202 5 4 3

B2 - STAIR BEAMS @ GROUND FLOOR D-FIR-L20f EX (5 1/8" X 10 1/2") OR 3-1 3/4" X 11 7/8" 2.0e LVL

Rev 1

Issued For Building Permit (General Revision)

Date 2019-8-19

Initials MCS

3-2"X10" P.T. (DROPPED)

MASTER BEDROOM 201

2 1 16

SECOND FLOOR LINE 15

118.51 14

PT WOOD DECKING W/ 41 " GAPS PERPENDICULAR TO DECK JOIST FRAMING OR EQUIVALENT

13 12

FLOOR 3/4" PLYWOOD SUB-FLOOR; 9 1/2" TJI S47 @ 16" O.C. FLOOR JOISTS @ 16" O.C. C/W BRIDGING AND STRAPPING; 1/2" GYPSUM BOARD

11

9'-11"

305

6'-6 1/2"

10

KITCHEN MILLWORK (BY OTHERS)

KITCHEN

NEW CANOPY OVER PORCH; MIN. 2% SLOPE; DOUBLE COVERAGE ASPHALT ROLL ROOFING ON ROOF FELT AND 5/8" PLYWOOD SHEATHING (PRIMED)

10 1/2"

9 8

FLOOR 3/4" PLYWOOD SUB-FLOOR; 9 1/2" TJI S47 @ 16" O.C. FLOOR JOISTS @ 16" O.C. C/W BRIDGING AND STRAPPING; 1/2" GYPSUM BOARD

7

LIVING ROOM

6

102

5 4

Project North

True North

3 2 1 16

GROUND FLOOR LINE 15

115.49

3'-8 1/2"

14 13 12 11 10

ESTABLISHED GRADE

WASHROOM

9'-1"

001 5'-4 1/2"

5'-4 1/2"FT. [1.64M.] BELOW GRADE

9

1 114.36

8 2

7 3

6

PROJECT TITLE:

4

5 5

4 6

3 7

2 1

FLOOR DRAIN SLOPE

8 9

BASEMENT FLOOR LINE 112.72

Interior Alteration /Addition on Existing Semi-Detached Residential 54 Ravina Crescent, Toronto ON M4J 3M2

PT WOOD BEAM W/ PLYWOOD FILLER & 2"X4" GUSSETS ON BOTH SIDES OF POST; 3" SCREWS OR 3"X6 21" METAL POST & BEAM CONNECTOR

4" DIA. WEEPING TILE W/ FABRIC FILTER COVERED W/ 6" CLEAR GRANULAR FILL

6"X6" MIN. PT WOOD POST ANCHORED TO CONC. PIER W/ METAL SHOE & 21" DIA BOLT SHOE ANCHORED MINIMUM 4" INTO CONCRETE PIER 12" DIA POURED CONCRETE PIER MIN. 4'-0" BELOW GRADE ON UNDISTURBED SOIL BELLED @ BOTTOM TO 20" DIA.

(TYPICAL BASEMENT PERIMETER WALL) 1/2" INTERIOR DRYWALL FINISH; 2"X4" WOOD STRAPPING @ 16" O/C. MIN. R10 CONTINUOUS RIGID POLYSTYRENE INSULATION + R12 BATT INSULATION W/ 6 MIL POLY AIR / VAPOUR BARRIER FULL HEIGHT MOISTURE BARRIER TO HEIGHT OF EXTERIOR GRADE BETWEEN FOUNDATION WALL & WOOD FRAMING BITUMINOUS DAMPPROOFING ON MINIMUM 1/4" PARGING ON CONCRETE FOUNDATION WALL W/ PARGING COVED OVER POURED CONCRETE FOOTINGS

B1 - STAIR BEAMS @ GROUND FLOOR D-FIR-L20f EX (3 1/8" X 10 1/2") OR 2-1 3/4" X 11 7/8" 2.0e LVL

PROJ. NO. 1 A201

LONGITUDINAL SECTION SCALE:

19022

3/16" = 1'-0"

DRAWING TITLE:

CONCRETE SLAB 4" 3600 PSI POURED CONC. SLAB C/W DAMPPROOFING BELOW SLAB 2" R-10 RIGID INSUL. VAPOUR BARRIER 4" COARSE COMPACTED CLEAN GRANULAR FILL

Longitudinal Section Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A201

2'-0"

4'-7" 4'-3"

2"

1'-8"

2"

2"

1'-10"

2"

4"

1'-10"

2"

3'-8"

2"

2"

6'-1"

1'-8"

M : (416) 779-0880 T : (416) 288-8831 E : ral@lumbao.com W : www.LUMBAO.com 121 Lebovic Avenue Unit C04, Toronto ON M1L 0J2

5'-8"

5'-4"

2"

EXISTING TO REMAIN

3'-0" 1'-0"

2"

2'-0 1/2"

2" 11'-2"

EXISTING TO REMAIN

RA LUMBAO ARCHITECTS INC. ARCHITECTS . CONSULTANTS . DESIGNERS

5'-4"

5'-9"

124.80

6'-0"

5'-7 1/2"

2"

ROOF LINE

2" 1'-4" 2"

2"

2"

2"

4'-0"

4'-4"

EXISTING TO REMAIN 2"X10" WOOD RAFTER

W1

W2

W3

W4

REPLACE

NEW

NEW

NEW

6'-0" 2'-8"

2"

THIRD FLOOR LINE

3'-2" 2'-8"

4"

2"

2'-10"

2"

3'-0"

2'-7" 2"

2'-3"

2"

2"

2'-8"

2"

3'-7" 2"

3'-3"

2"

2"

121.40

2'-0"

2" 1'-8" 2"

2"

6'-0 1/2"

7'-0"

3'-11"

3'-7"

1'-11 1/2"

3'-0"

2"

305

-

2"X6" CONTINUOUS BASE PLATE

-

5 8"

THK GYPSUM SHEATING ON BLOCKING ON CONTINUOUS HEADER BOARD

-

W9

REPLACE

REPLACE

REPLACE

REPLACE

NEW

3'-2"

3'-2"

2'-10"

2"

2"

2"

2'-10"

3'-2" 2"

2"

5'-4"

2'-10"

2"

Rev 1

Issued For Building Permit (General Revision)

Date 2019-8-19

Initials MCS

3'-2"

5'-0"

2"

Do not scale drawings.

2"

2"

2'-10"

2"

2"

KITCHEN

W8

2"

-

W7

10"

-

STUCCO FINISH COLOR TO BE APPROVED BY THE ARCHITECT/OWNER WEATHER BARRIER MEMBRANE, LAYERS TO OVERLAP EACH OTHER 1/2" EXTERIOR TYPE SHEATHING 2"x6" WOOD STUDS @ 16" O.C.,; DOUBLE TOP SOLE PLATE & SINGLE BOTTOM PLATE R 20 BATT INSUL. IN CONTINUOUS CONTACT WITH EXTERIOR SHEATHING, CONTINUOUS 6 MIL AIR/VAPOUR BARRIER, 5/8" THK TYPE X GYPSUM BD INTERIOR FINISH PROVIDE FLASHING AT INTERFACE WITH BRICK VENEER

W6

1'-2"

-

9'-11"

THK 'X' GYPSUM BOARD TO RESTRAIN INSULATION FROM FALLING OUT

W5

2"

1 2"

2"

2-5/8" THK 'X' GYPSUM BOARD 2"X6" STUD FRAMING @24" O.C. R12 BATT INSULATION 1" AIR SPACE 2" X 6" STUD FRAMING @24" O.C 2-5/8" THK 'X' GYPSUM BOARD

2"

EXTERIOR INSULATED FINISHING SYSTEM (NON-COMBUSTIBLE DUROBOND STUCCO SYSTEM OR EQUAL) ON MIN. R5 2" RIGID INSULATION (CONTINUOUS); INSTALL AS PER MANUFACTURER RECOMMENDATION AND INSTRUCTION; MIN 45 MINUTES FRR

2- 2"X6" DOUBLE TOP PLATES

These drawings contain copyright belonging to the Architect. Contractor, subcontractor and suppliers must check and verify all dimensions and conditions on the job and report any discrepancies to the Architect before proceeding with the work.

All drawings and related documents shall not be reproduced in whole or in a part without written permission from the Architect.

2"

2"

SECOND FLOOR LINE 118.51

GROUND FLOOR LINE

10" UNIT MASONRY OR POURED CONCRETE FOUNDATION WALL

9'-1"

ESTABLISHED GRADE 114.36

WASHROOM

BASEMENT

001

000

CONCRETE SLAB 4" 3600 PSI POURED CONC. SLAB C/W DAMPPROOFING BELOW SLAB 2" R-10 RIDGED INSUL. VAPOUR BARRIER 4" COARSE COMPACTED CLEAN GRANULAR FILL

7'-2"

7'-0"

7'-2"

7'-0"

6'-8"

10" CONCRETE FILL 20 MPA

7'-0"

BITUMINOUS DAMPPROOFING ON MINIMUM 1/4" PARGING ON CONCRETE FOUNDATION WALL W/ PARGING COVED OVER POURED CONCRETE FOOTINGS

∅ ANCHOR BOLT @ 2'-0" O.C.

7'-0"

1 2"

2"X10" BLOCKING

6'-10"

115.49

5'-4 1/2"FT. [1.64M.] BELOW GRADE

Project North

True North

CONCRETE SLAB 4" 3600 PSI POURED CONC. SLAB C/W DAMPPROOFING BELOW SLAB 2" R-10 RIGID INSULATION VAPOUR BARRIER 4" COARSE COMPACTED CLEAN GRANULAR FILL

4" DIA. WEEPING TILE W/ FABRIC FILTER COVERED W/ 6" CLEAR GRANULAR FILL

D1

D2

D3

D4

D5

REPLACE

NEW

NEW

NEW

NEW

3'-0"

BASEMENT FLOOR LINE 112.72

2"

2'-8"

7'-0" 2"

2"

6'-8"

3'-4"

4'-8" 2"

2"

4'-4"

2"

2"

3'-0"

2"

PROJECT TITLE:

MARK W1 W2

4'-7" X 6'-1" 2'-0" X 5'-8"

DESCRIPTION CASEMENT CASEMENT

LOCATION FRONT - LIVING ROOM (102) FRONT - BASEMENT

MARK D1 D2

SIZE

DESCRIPTION

2'-10" X 7'-0"

SOLID WOOD PANEL (REPLACE)

PORCH / LIVING ROOM (102)

2'-10" X 7'-0"

SOLID WOOD PANEL (EXTERIOR)

FRONT - BASEMENT KITCHEN (103)

W3

4'-4" X 6'-0"

CASEMENT

REAR - KITCHEN (103)

D3

2'-10" X 7'-0"

W4

4'-0" X 1'-8"

CASEMENT

SIDE - BEDROOM 1 (202)

D4

3'-2" X 7'-1"

SOLID WOOD PANEL (EXTERIOR)

UTILITY ROOM (002) WASHROOM (001, 203, 204) POWDER ROOM (104), BEDROOM 202 MASTER BEDROOM (201)

W5

6'-0" X 5'-0"

CASEMENT

REAR - BEDROOM 1 (202)

D5

5'-0" X 7'-0"

HOLLOW TYPE PANEL (INTERIOR)

W6

3'-2" X 5'-0"

CASEMENT

REAR - BEDROOM 1 (202)

D6

2'-8" X 7'-0"

HOLLOW TYPE PANEL (INTERIOR)

LAUNDRY CLOSET (201)

W7

2'-7" X 3'-11"

CASEMENT

SIDE - BEDROOM 2 (301)

D7

2'-6" X 7'-0"

W8

3'-0" X 2'-0"

CASEMENT

REAR - KITCHEN (103)

D8

2'-4" X 7'-0"

HOLLOW TYPE PANEL (INTERIOR)

7'-2"

2" 7'-0"

2"

2" 7'-2"

54 Ravina Crescent, Toronto ON M4J 3M2

LOCATION

SOLID WOOD PANEL (EXTERIOR)

HOLLOW TYPE PANEL (INTERIOR)

7'-0"

DOOR SCHEDULE

7'-2"

ROUGH OPENING SIZE

3/16" = 1'-0"

7'-0"

WINDOW SCHEDULE

SCALE:

7'-2"

A202

Interior Alteration /Addition on Existing Semi-Detached Residential

CROSS SECTION 2"

1

7'-0"

2-

2'-0"

1'-8" 2"

2" 4'-8"

5'-0"

MIN. R31 BATT INSULATION; 6MIL POLYETHYLENE VAPOR BARRIER; 5/8" THK GYPSUM BOARD CEILING

5'-0"

4'-8"

54 RAVINA CR.

56 RAVINA CR.

9'-5 1/2"

2"X10" CEILING JOIST

3'-0"

39'-7 1/2"

3 LAYERS OF 5/8" THK TYPE 'X' GYPSUM BOARD W/ DOUBLE TRUSS OR 1 LAYER ON EACH SIDE OF 2"X4" STUD FRAMING @ 24" O.C

34'-3"FT. [10.44M.] BUILDING HEIGHT

2"

2"

FILL VOID TO UNDERSIDE OF ROOF DECK AND TOP OF WALL WITH MINERAL WOOL

PROJ. NO.

19022

DRAWING TITLE:

2 A202

D6

D7

D8

D9

NEW

NEW

NEW

NEW

WINDOW AND DOOR SCHEDULE SCALE:

1/4" = 1'-0"

NOTES:

Cross Section, Window & Door Schedule

1. ALL EXISTING WINDOWS INDICATED AS "REPLACED" SHALL HAVE ITS EXISTING LINTEL RETAINED UNLESS OTHERWISE NOTED OR DAMAGED AT SITE. 2. FOR NEW WINDOWS/DOORS, FOLLOW LINTEL SCHEDULE AS PER FLOOR PLAN AND CONSTRUCTION SPECIFICATIONS. 3. OWNER TO APPROVE THE TYPE AND DESIGN OF DOORS AND WINDOWS. CONTRACTOR/SUBCONTRACTOR TO VERIFY SIZE OF DOORS & WINDOWS & REQUIRED ROUGH OPENING BEFORE PRODUCTION. 4. NEW WINDOWS AT SIDE ELEVATION MUST HAVE MIN. 45 MINUTES FIRE RESISTANCE RATING AND PROTECTED BY CLOSURES

Drawn By Checked By Date

MCS/ZIE RL 2019-AUG-19

SHEET NO.

A202