1. PERIMETER FLEX-DRAIN 4''
CORRUGATED PERFORATED PIPE
WRAPPED IN GEO-TEXTIL
CONTINUOUS 18'' MIN.X 10'' MIN.
THICK FOOTING IF SOIL CAPACITY
IS BELOW 3,000 PSF USE
(2)# 5 REBARS CONT.
2'' PVC PIPING CAST INTO
FOOTING AT A 60''INTERVAL
2X3'' BLOCKING
ALUMINUM FASCIA COVER
1X8'' FASCIA BOARD
ASPHALT SHINGLES
ICE AND WATER SHIELD
5
8''OSB SHEATING
2X10'' RAFTERS
2'' EXTRUDED POLYSTYRENE ROUGH CUT
AROUND BAFFLES
AIR SEAL PERIMETER WITH EXPANDING FOAM
INSULATION BAFFLES BETWEEN RAFTER
R32 STONE WOOL BATT INSULATION
1
2'' STEEL BASE PLATE
5 1
4 X 5 1
4 X 1
2'' STEEL PLATE WELDED TO COLUMN
(2)2X4''MIN. TOP PLATE (TYP)
1'' GROUT WEDGE
GEO-TEXTILE FILTER FABRIC
3
4'' COARSE GRAVEL (ON FINES)
CONTINOUS BED OF SEALANTCONTINOUS BED OF SEALANTCONTINOUS BED OF SEALANTCONTINOUS BED OF SEALANT
2X6'' BOTTOM PLATE
2X10'' RIM JOIST
2X6'' PRESSURE TREATED SILL PLATE
INSECT SCREEN OR VENT STRIP
VINYL DRIP CAP FLASHING NAILED TO SHEATHING
(2)2x4'' TOP PLATE (TYP)
1 1/2 '' EXTRUDED POLYSTYRENE
BACKFILL
1
2'' ANCHOR BOLTS EMBEDED
MIN 10'' AT 8' O.C.MAX
PITCH GRADE AWAY FROM
HOUSE MIN. 1;12
4 SCALE:1-1 1/2''=1'
COLUMN/FOOTING CONNECTION
17
12
1 SCALE:1-1 1/2''=1'
FND WALL/FOOTING CONNECTION
6 SCALE:1-1 1/2''=1'
STAIR/FLOOR CONNECTION
TYPICAL EXT. WALL
· SIDING CANEXEL RIDGEWOOD @7
16''
· FURRING 1X3'' @16 O.C
· AIR BARRIER
· 1
2'' PLYWOOD SHEATHING
· 2X6'' WALL FRAMING
· R24 STONE WOOL BATT INSULATION
· VAPOUR BARRIER
· 1
2'' G.W.B. ON THE INTERIOR SIDE
5 SCALE:1-1 1/2''=1'
COLUMN/JOIST CONNECTION
3 SCALE:1-1 1/2''=1'
EAVE/EXT.WALL CONNECTION
FOAM GASKET
3 1/2'' WOOD PLINTH
2 SCALE:1-1 1/2''=1'
FLOOR/WALL CONNETION
TYPICAL FOUNDATION WALL
· DAMPROFFING
· 10'' CAST IN PLACE CONCRETE WALL
· 1'' EXPANDED POLYSTYRENE(EPS)
· R12 STONE WOOL BATT INSULATION
· 2X4'' WALL FRAMING
· VAPOUR BARRIER
· 1
2'' G.W.B.ON THE INTERIOR SIDE
CONTINOUSE BED OF SEALANT
PRESSURE TREATED BOTTOM PLATE
CONTINOUSE BED OF SEALANT
CONTINOUSE BED OF SEALANT
TYP. SLAB ON GRADE CONSTR.
· TYPICAL FLOOR FINISH (SEE BUILDER'S SCHEDULE)
· 4'' CONC. FLOOR SLAB+6''X6''W1.0 X21.0
WELDED WIRE MESH
· 6 MIL. POLYETHYLENE MOISTURE BARRIER.JOINTS TO
BE LAPPED NOT LESS THAN 12''
· 2'' EXTRUDED POLYSTYRENE(XPS)
· 6'' CRUSHED GRAVEL STONES
VENTED SOFFIT
CAPILLARY BREAK MEMBRANE
ALUMINUM CUTTER
CANEXEL FRIESE BOARD
TYPICAL FLOOR CONSTRUCTION
· TYP.FLOOR FINISH(SEE BUILDER'S SCHEDULE)
· 3
4'' T&G PLWD SUB FLOOR GLUED AND NAILED
· 2''X10'' JOISTS@O.C. MAX
· FURRING 1X3'' @16 O.C
· LAYER 1
2'' G.W.B.FINISH ALL JOINTS
3 1/2'' WOOD PLINTH
VAPOUR BARRIER
2XR14 BATT STONE WOOL
1'' EXPANDED POLYSTYRENE(EPS)
FOAM GASKET
EXPANDING FOAM AROUND THE PERIMETER OF RIGID FOAM
EXPANDING FOAM
6 MIL. POLYETHYLENE MOISTURE BARRIER.
1
2'' BOLTS WEDDED TO BEAM @24 O.C
24'' MIN.X 10'' MIN. THICK
COLUMN FOOTING
GROUND FLOOR LEVEL
100'-0''
T.O CON.WALL
99'-0''
T.O CON.FOOTING
91'-1/4''
SECOND FLOOR LEVEL
108'-15/16''
A5.01
CONCRETE
WOOD SHEATING
NOVA CAREER CENTRE
DREAM HOUSE
1819 BOUL.DE MAISONNEUVE,O,
MONTREAL,QC,CANADA
1-1
1
2''=1'-0''
Sheet
Scale
DRAFTER NAME
Date
Revision/Issue
Project Name and Address
Firm Name and Address
No. Date
General Notes
1. ALL CONSTRUCTION SHALL
COMPLY WITH THE CANADIAN
NATIONAL BUILDING CODE
(NCBC).
2. CONTRACTOR & ALL
SUBCONTRACTORS TO
VERIFY ALL DIMENSIONS
PRIOR TO ORDERING OR
INSTALLING MATERIALS
3. INSTALL ALL MATERIALS PER
THE MANUF. SPECIFICATIONS
4. SEE SCHEDULE AND LEGEND
FOR ROOM FINISHES, DOOR,
AND WINDOWS
5. WRITTEN DIMENSIONS
ALWAYS TAKE PRECEDENCE
OVER SCALE ON THE
CONSTRUCTION DOCUMENTS.
6. ALL DETAILS AND SECTIONS
SHOWN ON THE DRAWINGS
ARE INTENDED TO BE
TYPICAL EXCEPT WHERE A
DIFFERENT DETAIL IS SHOWN,
7. ANY DETAILS PROVIDED BY
ENGINEER & OR
CONTRACTOR TO SUPERCEDE
THOSE PROVIDED BY THE
DESIGNER
2016/08/19
XIAONING ZHANG
STEEL
GYPSE SHEATING
UNDISTURBED SOIL
BACKFILL
MEMBRANE/BARRIER
CRUSHED STONES
RIGID FOAM
BATT/LOOSE FILL
INSULATION NOTES
1. INSULATE ALL EXTERIOR HEATED WALLS W/
HIGH - DENSITY STONE WOOL BATT INSULATION
R-24. INSULATE EXTERIOR WALLS PRIOR TO
INSULATION OF TUB / SHOWER UNITS.
2. INSULATE ALL FLAT CEILINGS UNDER ATTIC W/ 2
X R 24 STONE WOOL BATT INSULATION ( R 48 )
+ 1" R5 FOAM INSULATION (XPS) UNDER
CEILING JOISTS
3. INSULATE ALL VAULTED CEILINGS W/ STONE
WOOL BATT INSULATION R-36 W/ 2" MIN. AIR
SPACE ABOVE.
4. INSULATE CONCRETE SLAB FLOORS BENEATH
HEATED ROOMS W/ 3" EXTRUDED POLYSTYRENE
R-15 MIN. x 1" THERMAL BREAK XPS INSULATION
AT ALL SLAB EDGES IN CONTACT WITH
FOUNDATION WALLS
5. INSULATE BASEMENT WALLS W/ R-14 STONE
WOOL BATTS IN 2 X 4 FURRING ** PROVIDE A 1"
EXTRUDED POLYSTYRENE R-5 ON THE INTERIOR
FACE OF THE FOUNDATION WALL PRIOR TO WALL
FURRING.
6. RIM JOISTS INSULATED BY CLOSED CELL HIGH
DENSITY SPRAY FOAM.
7. COVER THE INTERIOR FACE OF ALL EXTERIOR
HEATED WALLS W/ YVEK VAPOR BARRIER. LAP
ALL JOINTS 6" MIN. AND TAPE ALL JOINTS.
8. WEATHER STRIP THE ATTIC ACCESS DOORS.
INSULATE ATTIC ACCESS DOOR TO R-50.
9. SET ALL SILL PLATES FOR HEATED WALLS ON
NONPOROUS SILL SEAL.
GRADE NOTES
1. SIDING MUST BE KEPT AT LEAST 200 MM (8
IN.) AWAY FROM THE GROUND
2. SLOPE OF 1:12 HAVE TO BE MADE AWAY FROM
HOUSE FOR DRAINAGE
FRAMING NOTES
UNLESS NOTED OTHERWISE:
1. ALL FRAMING LUMBER TO BE SPF WOOD CATEGORY
1ST OR 2ND GRADE. GRADE MUST CONFORM TO
CSA STANDARD
2. FRAME ALL EXTERIOR WALLS W/ 2 X 6 STUDS @
16" O.C.
3. FRAME ALL INTERIOR BEARING WALLS W/ 2 X 4
STUDS @ 16" O.C.
4. FRAME ALL INTERIOR NON -BEARING WALLS W/ 2
X 4 STUDS @ 24" O.C.
5. FRAME ALL INTERIOR NON -BEARING WALLS W/ 2
X 4 STUDS @ 24" O.C.
6. FRAME ALL EXTERIOR HEADERS W/ (2) -2X10
UNLESS NOTED. - BACK HEADER W/ 2" RIGID
INSULATION.
7. FRAME ALL INTERIOR HEADERS W/ 4 x 6 # 2
HEADERS.
8. FLOOR JOISTS TO BE 2 X 10 @ 16" O.C. UNLESS
NOTED.
9. ALL RAFTERS TO BE 2 X 10 @ 24" O.C. UNLESS
NOTED.
10. CEILING JOISTS TO BE 2 X 12 @ 24" O.C. UNLESS
NOTED.
11. SOLID BLOCKING IS TO BE AT LEAST 1 1/2" THICK
AND FULL DEPTH OF JOIST AT ENDS AND AT EACH
SUPPORT
12. OF JOIST. PROVIDE SOLID BLOCKING AT BEARING
POINTS OF TRUSSES.
13. INSTALL SOLID BLOCKING BETWEEN JOISTS THAT
ARE OVER ALL BEARING POINTS.
14. ALL STRUCTURAL SHEATHING SHALL BE PLYWOOD
OR OSB RATED AND SHALL NOT EXCEED MAXIMUM
SPAN RATING.
15. FLOOR SHEATHING SHALL BE TONGUE AND GROOVE.
H-CLIPS SHALL BE INSTALLED ON ROOF SHEATHING.
16. BEARING WALLS SHALL BE BLOCKED AT MID-HEIGHT.
17. TRIPLE STUDS SHALL BE INSTALLED AT ALL
CORNERS.
18. MINIMUM NAILING SHALL BE AS PER THE CURENT
EDITION OF THE C.N.B.C
19. INSTALL 2X6 TREATED SILL WITH 1/2" DIA. ANCHOR
BOLTS EMBEDDED IN CONCRETE 7" MIN. AND
SPACED @ 96" O.C (MAX), USE TWO BOLTS PER
PIECE OF SILL. EACH BOLT SHALL NOT BE MORE
THAN 20" FROM END OF WALL.
CAULKING NOTES:
SEAL THE EXTERIOR SHEATHING @ CORNERS, JOINTS,
DOOR AND WINDOW, AND FOUNDATION SILLS WITH
SILICONE CAULKING.
CAULK THE FOLLOWING OPENINGS W/ EXPANDED
FOAM OR BACKER RODS. POLYURETHANE, ELASTOMERIC
COPOLYMER, SILCONIZED ACRYLIC LATEX CAULKS MAY
ALSO BE USED WHERE APPROPRIATE.
· ANY SPACE BETWEEN WINDOW AND DOOR
FRAMES.
· BETWEEN ALL EXTERIOR WALL SOLE PLATES AND
PLY SHEATHING.
· ON TOP OF RIM JOIST PRIOR TO PLYWOOD
FLOOR APPLICATION WALL SHEATHING TO TOP
PLATE.
· JOINTS BETWEEN WALL AND FOUNDATION JOINTS
BETWEEN WALL AND ROOF
· JOINTS BETWEEN WALL PANELS AROUND
OPENINGS FOR DUCTS, PLUMBING, ELECTRICA,
TELEPHONE AND GAS LINES IN CEILINGS, WALLS
AND FLOORS.
· ALL VOIDS AROUND PIPING RUNNING THROUGH
FRAMING OR SHEATHING TO BE PACKED W/
GASKETING OR OAKUM TO PROVIDE A DRAFT FREE
BARRIER.
WOOD STRIP FLOORING
1. THE FLOORING MAY BE STAINED AND FINISHED
AFTER INSTALLATION OR IT MAY BE FACTORY
FINISHED.
2. MAPLE WOOD FLOORING TO BE USED, WIDTH
AND THICKNESS TO BE DETERMINED LATER
3. WOOD STRIP FLOORING SHOULD NOT BE
BROUGHT INTO A HOUSE UNTIL THE CONCRETE IN
BASEMENTS HAS CURED (SHED MOISTURE) AND
THE GYPSUM BOARD FINISHING HAS BEEN
COMPLETED SO THAT THE HOUSE HUMIDITY
LEVEL HAS MODERATED. THE FLOORING SHOULD
BE KEPT IN A WARM, DRY PLACE UNTIL IT IS
INSTALLED.