GRIEBLING FINAL REV 1

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36"

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32"

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36" X 24" 36" X 24"

36" X 24"

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48" X

30"

48" X

48"

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7'-6

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10'-3" 26'-10" 14'-6" 7'-6" 26'-0"

10'-11" 26'-2" 14'-6"

10'-0

"

13'-6

"

3'-6

"3'

-0"

3'-5"

6'-3

"

10'-3" 10'-3"

3'-0" 23'-0"

6'-4

"

28'-1

0"11

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6'-6

"

46'-6

"

7'-1

1 1/

4"

10'-8 1/4"

85'-1"

3'-8" 7'-10" 3'-8"

11'-5" 17'-0" 8'-2"5'-8"

10'-11" 11'-6" 10'-11" 15'-2" 36'-7"

ICF TO ICF 16'-0"

48'-6"

85'-1"

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7'-1

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16'

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CLEAR SPAN 15'-6 1/2" CLEAR SPAN 15'-9 5/8"

OVERALL BEAM LENGTH TO BE CONFIRMED ON SITE 31'-11 1/8"

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60" X 48"

30" X

48"

60" X

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60" X 60" 60" X 60"

48" X 48"

30"

48"

72"

48"

32"

32"

32"48"

72"

32"

36"

32"

32"

30" X 48"

30" X

48"

36"

6' X

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60" X

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28" X 60"

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80" X 60"

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12'-0

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5'-2

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11'-3

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5'-4 3/8"

1'-4

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14'-4

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9'-5 1/8" 3 1/2" 2'-1" 3 1/2" 7'-2 1/4" 3 1/2" 2'-3" 3 1/2" 5'-9" 5 1/2" 15'-7 1/2" 3 1/2" 3'-2 5/8"

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13'-8

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11'-1

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11'-9

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4'-6

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4'-1

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11'-5" 17'-0" 8'-2"

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• DOOR & WINDOW OPENING SIZES• SUNBJECT TO CHOSEN MANUFACTURER• WINDOWS SIZES MAY VARY FROM PLAN• REFER TO MFG. FOR RSO SIZES

FOUNDATION PLAN NOTES:1. DIMENSIONS ON THIS PLAN GOVERN OVER ALL DRAWINGS REPORT ANY DISCREPENCIES TO View -it Design

2. ALL DIMENSIONS TO EXTERIOR FOUNDATION WALLS

3. ALL FOOTINGS SHALL BEAR DIRECTLY ON UNDISTIRBED SOIL. (ASSUMED SOIL BEARING CAPACITY -2500 P.S.F.)

4. APPROVED GRANULAR FILL SHALL BE COMPACTED IN 6" LAYERS TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY

5. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM 4'-0" BELOW FINISGED GRADE

6. CONCRETE FOR FLOOR SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 25 MPa. ALL OTHERS CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 25 MPa UNLESS OTHERWISE SPECIFIED. (6% AIR/4"SLUMP)

7. REINFORCING STEEL TO HAVE MINIMUM 1 1/2" COVER, MAXIMIUM 2" COVER AT BOTTOM OF SLAB

SQUARE FOOTAGE

MAIN FLOOR

2ND FLOOR

COMBINED FLOOR

GARAGE

TOTAL

DESCRIPTIONDATE: REV.#

4.

3.

2.

1.

*PROPERTY OF WALL TO WALL*

WALL TO WALL CONSTRUCTION6716 SAWMILL RD. AYLMER ON

CELL: 519 -639-2933

DRAWN BY:

REVIEWED BY:

DATE:

SHEET NO:

B.C.I.N.

SCALE:


1801 SQUARE FEET

1023 SQUARE FEET

2824 SQUARE FEET

08/13/18 TRUSS DRAWINGS

08/29/18 PERMIT ISSUE

04/01/20 KITCHEN WINDOW MOVE

As indicated

4895 MERVIS DRIVEMALAHIDE TWP.

GRIEBLING

M.W.

M.W.

JUNE2010

110469

A0

FOUNDATION/FLOOR

PROPOSED HOUSE PLANS

3/16" = 1'-0"1 SLAB

3/16" = 1'-0"2 T.O. SUB FLOOR

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SQUARE FOOTAGE

MAIN FLOOR

2ND FLOOR

COMBINED FLOOR

GARAGE

TOTAL


4.

3.

2.

1.



CELL: 519 -639-2933

DRAWN BY:

REVIEWED BY:

DATE:

SHEET NO:

B.C.I.N.

SCALE:


1801 SQUARE FEET

1023 SQUARE FEET

2824 SQUARE FEET




3/16" =1'-0"


GRIEBLING

M.W.

M.W.

JUNE2010

110469

A1

ELEVATIONS


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

3/16" = 1'-0"2 EAST

3/16" = 1'-0"3 NORTH

3/16" = 1'-0"4 WEST

AS PER OBC SECTION 9.23

EMBEDMENT INTO THE CONCRETEJOIST END BEARING TO BE 1 1/2 MIN.


INSULATION REQUIREMENTS:MIN. R19 + R5ci IN ALL EXTERIOR WALLS


AS PER OBC SECTION 9.32.3.4

VENTILATION

DETERMINED FROM SPAN TABLES OF THE BUILDING CODE.

BEAMS & GIRDERS SHALL HAVE 3 1/2" MIN END BEARING

ALL STRUCTURAL LUMBER TO BE SPF#2 CONSTRUCTION OR BETTER UNLESS NOTED OTHERWISE. LUMBER SIZES TO BE AS

SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH 1/2" ANCHOR BOLTS 7'-10" MAX ON SPACING WITH 4" MIN.

BEAMS & POINT LOADS SHALL BE SUPPORTED FULL WIDTH TO FOUNDATIONALL NON LOAD BEARING PARTITIONS SHALL BE SUPPORTED BY DOUBLE FLOOR JOIST OR SOLID BLOCKING AT 3'11" O.C.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PROTECTED FROM MOISTURE.

HEAT TRANSFER, AIR LEAKAGE & CONDENSATION CONTROL

MIN. R50 IN EXPOSED CEILINGS WITH ATTIC SPACEMIN. R12 + R5ci IN FOUNDATION WALLS ENCLOSING HEATED SPACE

EXTERIOR DOORS & WINDOWS

SEALED TO MAINTAIN THE INTEGRITY OF THE BARRIER SYSTEM..ASSEMBLIES AND TO BE INSTALLED ON THE WARM SIDE OF THE INSULATION. ALL PENETRATION OF THE VAPOUR BARRIER TO BEVAPOUR BARRIERS SHALL BE INSTALLED TO PROTECT THE ENTIRE SURFACE OF ANY THERMALLY INSULATED WALL,CEILING & FLOOR

DOORS TO DWELLING SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYSALL EXTERIOR DOORS IF WOOD SHALL CONFORM TO CAN/CSA-O132.2-M , STEEL INSULATED CONFORM TO CAN/CGSB-82.5MWINDOW GLASS SIZE TO COMPLY WITH CURRENT OBC REQUIREMENTSALL DOORS & WINDOWS SHALL COMPLY WITH OBC SECTION 9.7.6- RESISTANCE TO FORCED ENTRYEVERY FLOOR LEVEL CONTAINING A BEDROOM SHALL HAVE AT LEAST 1 OUTSIDE WINDOW THAT CAN BE OPENED FROM THE INSIDE

CEILING AREA WITH NOT MORE THAN HALF THE REQUIRED VENTILATION LOCATED AT THE EAVES.PROVIDE BAFFLES AT THE EAVES TO PERMIT FREE UNOBSTRUCTED AIR FLOW

ALL LIGHTING AND ELECTRICAL TO COMPLY WITH OBC 9.34ALL FLOOR LEVELS SHALL BE EQUIPPED WITH INTERCONNECTED SMOKE DETECTORS (TYPICAL ALL UNITS)

PROVIDE AN AIR BARRIER IN STRICT ACCORDANCE WITH OBC SECTION 9.23.3

WITHOUT THE USE OF TOOLS. THESE WINDOWS MUST HAVE AN UNOBSTRUCTED OPEN AREA OF 3.8 SQ.FT. WITH NO DIMENSION LESS THAN 15"

PROVIDE VENTILATION FOR ROOF SPACES AT A RATIO OF 1 SQ.FT. MIN OF UNOBSTRUCTED VENTILATION FOR EACH 300 SQ.FT. OF INSULATED

PROVIDE MECHANICAL VENTILATION SYSTEM TO THE REQUIREMENTS OF OBC 9.32.2 WITH CLEARLY LABELED PRINCIPAL EXHAUST FAN

WOOD FRAME CONSTRUCTION

WORK OF THE CONTRACT. PROCEEDING WITHOUT NOTIFICATION , OR IF CHANGES

AND LIABILITY OF THE DESIGNERARE MADE WITHOUT THE APPROVAL OF THE DESIGNER, WILL VOID ALL RESPONSIBILITY

GENERAL NOTES:

JURISDICTION.

STAIR DIMENSIONS

NOSING 25mm (1")

CONCRETE

MAX RISE 200mm (7 7/8")MIN. RUN 210mm (8 1/4")MIN. TREAD 235mm (9 1/4")

UNIFORM RISE & RUN ON ANY FLIGHT OF STAIRSMINIMUM HEADROOM 1950mm (6' 5")GUARD HEIGHT AT LANDING 900mm (35")AT STAIRS BETWEEN 800mm (31") & 900mm (35")GUARD SPACING 100mm (4") NON CLIMBABLEHANDRAILS INSTALLED BETWEEN 800mm (31") & 920mm (36")

CONTRACTOR SHALL REVIEW THE DESIGN DRAWINGS AND REPORT ANYERRORS OR OMISSIONS TO THE DESIGNER PRIOR TO PROCEEDING WITH THE

THE GENERAL CONTRACTOR SHALL PROVIDE MECHANICAL DRAWINGS FORHEATING & AIR CONDITIONING SYSTEM AND HEAT LOSS & GAIN CALCULATIONSAND BALANCING REPORTS AS MAY BE REQUIRED BY AUTHORITIES HAVING

ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ONTARIOBUILDING CODE, ONTARIO REG. 403/97 AND ALL OTHER APPLICABLE CODESAND REQUIREMENTS OF THE MUNICIPALITY HAVING JURISDICTION.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFORM WITH THESESECTIONS OF THE CODE WHERE APPLICABLE AND BE FAMILIAR WITH PART 9 OF THE CODE.

STEP FOOTINGS:

AS PER OBC SECTION 9.15 & 9.16

MAX RISE 600mm (24") FOR FIRM SOILMAX RISE 400mm (16" FOR SAND OR GRAVELMIN RUN BETWEEN RISERS 600mm (24")ANGLE OF REPOSE IS 45°

ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MIN SOIL BEARING PRESSURE OF 2000 PSFCONCRETE FOR FOOTINGS & FOUNDATIONS TO HAVE MIN. COMPRESSIVE STRENGTH OF 20 MPa (2900 PSI) AT 28 DAYS

CONCRETE FOUNDATION WALLS SHALL EXTEND TO 6" MIN. ABOVE FINISHED GRADEFOOTING DESIGN MIN. 6" DEEP X 4" MIN. PROJECTION BEYOND FOUNDATION WALL AND MIN. OF 16' WIDECONCRETE FOUNDATIONS SHALL BE CONSTRUCTED TO SUFFICIENT DEPTH TO PROVIDE ADEQUATE FROST PROTECTION

INTERIOR:

BETWEEN 800mm (31") & 920mm (36")

MANUAL SWITCH.

ELECTRICAL

NOSING 25mm (1")

MAX RISE 200mm (7 7/8")MIN. RUN 210mm (8 1/4")MIN. TREAD 235mm (9 1/4")

BE SUPPORTED ON FOUNDATION

GUARD HEIGHT - 2' 0" ABOVE GRADE = 900mm (35")

CONCRETE STAIRS OVER 2 RISERS ARE REQUIRED TO

HANDRAIL REQ'D ON STAIRS OVER 3 RISERS INSTALLED

(UNLESS OTHERWISE SHOWN ON DRAWINGS)

EXTERIOR

OVERLAPPED AND SEALED

TYVEK AIR BARRIER

2x6 WOOD STUDS AT 16"o/c

6 MIL POLY VAPOUR/AIR BARRIER

PREFIN. HORIZONTAL SIDING

R22 BATT INSULATION

7/16" O.S.B.

1/2" GYPSUM BOARD

TYPICAL EXTERIOR SIDING WALL


BRICK VENEER c/w GALV. BRICK TIES


7/16" O.S.B.

OVERHANG FDN'TN


R22 BATT INSULATION

1/2" GYPSUM BOARD

TYVEK AIR BARRIER1" MIN. AIR SPACE

TYPICAL EXTERIOR BRICK VENEER WALL

TYPICAL EXTERIOR BRICK VENEER WALL


BRICK VENEER c/w GALV. BRICK TIES


7/16" O.S.B.

OVERHANG FDN'TN


R22 BATT INSULATION

1/2" GYPSUM BOARD

TYVEK AIR BARRIER1" MIN. AIR SPACE

TYPICAL SECOND STOREY WINDOW HEADERTYPICAL SECOND STOREY WINDOW SILL

TYPICAL FLOOR TRANSITION BELT

TYPICAL CEILING LIGHT PENETRATION

TYPICAL EXTERIOR WALL PENETRATION

TYPICAL WINDOW OR DOOR FRAME

TYPICAL EXTERIOR WALL TO FOUNDATIONTYPICAL EXTERIOR ABOVE GARAGE

TYPICAL OFFSET CEIILNGS

TYPICAL WINDOW OR DOOR FRAME

BELT WALL PENETRATIONS

TYPICAL FLOOR CANTILEVER FOR FIREPLACE, BAY ETC.

BASEMENT FLOOR

ELECTRICAL PANELS

MANUFACTURED ATTIC ACCESS LID

SEAL AIR BARRIER MATERIALS AT BOTTOM PLATE

TYPICAL INTERIOR GARAGE WALL

BEHIND TUB/SHOWER

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1. DOOR AND WINDOW FRAMES ARE TO BE FOAMED AND SEALED TO THE INTERIOR OR EXTERIOR AIR BARRIER. (DIV.B-PT. 9, 9.25.3.3.(10), (11) & (12)

2. IF THE AIR BARRIER IS LOCATED ON EXTERIOR, SEAL GAPS BETWEEN RIGID INSULATION AND DOOR OR WINDOWFRAMES. RIGID INSULATION IS TO BE CAULKED TO THE TOP AND BOTTOM PLATES.

NOTE: PETROLEUM BASED TAR PRODUCTS ARE NOT TO COME IN CONTACT WITH RIGID FOAM SEATHING.

3. BELTS AT FOUNDATION AND BRICK CANILEVERS ARE TO BE WRAPPED WITH FLEXIBLE AIR BARRIER MATERAIL ANDSEALED TO THE INTERIOR VAPOUR BARRIER, AND FOUNDATION WALL. DIV. B-PT. 9 9.25.3.3.(6) & (8)

4. WALLS ABUTTING ATTIC SPACE AND AN INTERIOR SPACE ARE TO BE BLOCKED SO THE AIR BARRIER CAN BESEALED ALONG THE BLOCKING WITH AN APPROVED SEALANT. DIV. B-PT. 9, 9.25.3.3.(9)

5. ALL PENETRATIONS THROUGH THE WALL OR CEILING AIR BARRIER ARE TO BE TAPED OR CAULKED. ALL BUTTJOINTS IN PANEL TYPE AIR BARRIERS ARE TO BE TAPED. DIV. B-PT 9, 9.25.3.3(9)

6. SEAL AROUND ALL ATTIC HATCHES

7. ALL LAPS IN AIR BARRIER LOCATED BEHIND TUBS, SHOWERS AND FIREPLACES TO BE SEALED AND CLAMPED. DIV.B-PT. 9, 9.25.3.3(3)

8. ALL PENETRATIONS THROUGH BELTS (PLUMBING, HVAC, ETC.) TO BE SEALED WITH SPRAY FOAM OR CAULKED.DIV. B-PT. 9, 9.25.3.3(9)

9. ALL SUMP PITS TO HAVE A SEALED COVER. DIV B-PT. 9, 9.25.3.3(16)

10. CLEANOUT COVERS TO BE SEALED, (WEATHER STRIPPED). DIV. B-PT. 9, 9.25.3.1(2)

11. AIR BARRIER TO BE CONTINUOUS THROUGHOUT ENTIRE BASEMENT. DIV. B-PT. 9, 9.25.3.1(2)

12. CAULKING IS REQUIRED AT PERIMETER OF FOUNDATION WALL/FLOOR JOINT AND ALL PIPE AND POSTPENETRATIONS. DIV. B-PT. 9, 9.25.3.3(15)

13. MAINTAIN AIR BARRIER BETWEEN COLD ROOM AND BASEMENT. DIV. B-PT. 9, 9.25.3.1(1)

14. AIR BARRIER IS A SEPARATE INSPECTION WHICH MUST BE CALLED PRIOR TO ANY EXTERIOR FINISH (BRICK,SIDING) BEING INSTALLED. BUILDER IS RESPONSIBLE TO ENSURE AIR BARRIER DETAILS ARE IN PLACE WHENINSPECTION CALLED. DIV. C-PT. 1, 1.3.5.1(e.1)

BLOCKING

HEATED SPACE

HEATED SPACE

SEAL 6 MIL POLY VAPOUR/AIRBARRIER TO TOP PLATE

MIN. R25 EXPANDING SPRAY FOAMINSULATION

UNHEATED SPACE

APPROVED AIRBARRIER WRAP

RECOMMEND STRAPPING TOSECURE POLY WHEN DRYWALL

NOT INSTALLED

CAULK AND SECURE THE 6mil POLYVAPOUR BARRIER AT BASE, SIDES AND

CORNERS OF WALL

6mil POLY VAPOURBARRIER

SEAL 6mil POLY VAPOUR BARRIER TO (TYVEK)HOUSE WRAP AIR BARRIER

6mil. POLY

SEAL POLY TO PERIMETERFRAMED BOX

FOAM AROUNDMANUFACTURED UNIT

WEATHER STRIPPING

EXTEND FRAME TO CREATBAFFLE

MIN. R20 REQUIRED

CONTINUOUS VAPOUR BARRIER TO EXTEND BEYONDELECTRICAL PANEL PLYWOOD BACKERLAP AND SEAL VAPOUR BARRIER TO

AIR BARRIER WRAP

PLYWOOD

ELEC. PANEL BOX

SEAL WITH CAULKING ATFLOOR/WALL JOINT

SEAL AROUND ALL FLOORPENETRATIONS

6mil. POLY

MIN. R-31REQUIRED


APPROVED (TYVEK)HOUSE WRAP


FOAM OR CAULK OVERSIZEDHOLES

SEAL WITH CAULKING AT PENETRATONS INOPENINGS THROUGH AIR BARRIER



APPROVED HOUSEWRAP

INSULATEDATTIC SPACE

BLOCKING

APPROVED ADHESIVE TAPE FASTED TOWINDOW & INSULATION

6mil. POLY

SEAL AIR BARRIER ATBLOCKING OR TAPE TO

UNDERSIDE OF LOWERCEILING

FACE BRICK

GYPSUM BOARD6mil. POLY

WINDOW OR DOORFRAME EXPANDING FOAM

INSULATIONCAULK ALL SIDES OF 6milPOLY TO FRAMING

FOAM OVERSIZED HOLES

SEAL (TYVEK) HOUSE WRAPAIR BARRIER INTOEXPANDING FOAMINSULATION


SEAL 6mil POLY INTO EXPANDINGFOAM INSULATION

TYPICAL UNINSULATED ROOFOVER GARAGE

TYPICAL WINDOW FRAME




WINDOW OR DOORFRAME

SEAL 6mil POLY VAPOUR BARRIER TO (TYVEK)HOUSE WRAP AIR BARRIER6mil POLY VAPOUR

BARRIER APPROVED HOUSEWRAP

EXPANDING FOAMINSULATION


CAULK ALL SIDES OF 6milPOLY TO FRAMING



APPROVED (TYVEK)HOUSE WRAP


SEAL 6mil POLY IFLAPPED



WINDOW FRAME



GYPSUM BOARD CEILING

POLYETHELENE SURROUND

AIR/VAPOUR BARRIER SEALED TOSURROUNDING FLANGE/SUPPORT

TYPICAL POTLIGHT FORINSULATED CEILING

ELECTRICAL WIRE

SEAL PENETRATIONS

SEAL WITH CAULKING AT PENETRATONS INOPENINGS THROUGH AIR BARRIER

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9'-2

3/4

"

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1'-4"

OUTSIDE ICF-ICF BEARING 32'-2 3/4"CLEAR SPAN 12'-11 3/4"

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8'-5

3/8

"1'

-0 5

/8"

9'-2

"

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CLEAR SPAN 14'-5 1/2" CLEAR SPAN 16'-4"

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9 31

/32"

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BAC

K FI

LL H

T.

7'-2

1/8

"

8 1/

2"

1'-4"

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9'-4

"9'

-4"

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63'-0

"

19'-6 3/32"

19'-10 31/32"

204'

-3 1

9/32

"

204'

-3 1

9/32

"

131'-1 7/32"

90'-1

1 19

/32"

25'-10 23/32"

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36'-7"

65'-3

1/2

"

5'-0"

55'-0"

4'-7 1/4"

32'-0

"

15'-8

"

15'-0"

4'-0

"4'

-0"

4'-0

"4'

-0"

4'-0

"4'

-0"

4'-0

"4'

-0"









SQUARE FOOTAGE

MAIN FLOOR

2ND FLOOR

COMBINED FLOOR

GARAGE

TOTAL


4.

3.

2.

1.



CELL: 519 -639-2933

DRAWN BY:

REVIEWED BY:

DATE:

SHEET NO:

B.C.I.N.

SCALE:


1801 SQUARE FEET

1023 SQUARE FEET

2824 SQUARE FEET




As indicated


GRIEBLING

M.W.

M.W.

JUNE2010

110469

A2

SECTION/SITE


3/16" = 1'-0"1 Section 3

3/16" = 1'-0"2 Section 4

1/16" = 1'-0"4 Site Plan

GRIEBLING FINAL REV 1

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Transcript of GRIEBLING FINAL REV 1