3-382 elgin mills

PROPOSED ADDITION

RICHMOND HILL, ONT.

GROUND FLOOR PLAN

BASEMENT FLOOR PLAN &

JULY / 14 / 2015

ARCHITECT INC.

BATTAGLIA

3/16"=1'-0'

1370

A1

DM

382 ELGIN MILLS RD WEST

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2"x8" No.2 SPR.

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@ 12" O.C.

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OPEN TO

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ABOVE

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DINING ROOM

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KITCHEN

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LIBRARY

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LIVING ROOM

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FOYER

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LAUNDRY

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OPEN TO

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BELOW

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GARAGE

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GROUND FLOOR

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FAMILY ROOM

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UNFINISHED BASEMENT

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BASEMENT PLAN

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2"x10" No.2 SPR.

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@ 16" O.C.

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W200 X 27

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W200 X 27

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W200 X 27

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2"x10" No.2 SPR.

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@ 16" O.C.

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2"x10" No.2 SPR.

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@ 16" O.C.

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2"x10" No.2 SPR.

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@ 16" O.C.

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2"x10" No.2 SPR.

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@ 16" O.C.

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UNEXCAVATED REMOVE TOP SOIL ONLY

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UNEXCAVATED

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W200 X 27

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W200 X 27

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W200 X 27

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W200 X 27

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W200 X 27

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FINISHED FOYER

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OPEN TO

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BELOW

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NEW

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WINDOW

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NEW

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WINDOW

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EXISTING

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WINDOW

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EXISTING

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WINDOW

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NEW

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WINDOW

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NEW

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DOOR

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2"x8"SPR.

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@16"O.C.

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250x39

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L1+WB3

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L2+WB5

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L2+WB5

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STEEL POST

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STEEL POST

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2"x6"SPR.

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RAFTERS @16"O.C.

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WB8 3/2" X 10" SPRUCE No.1

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L2+WB5

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2"x6"SPR.

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RAFTERS @16"O.C.

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A

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A

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A

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A

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NEW

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WINDOW

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@ 12" O.C.

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BOLTED CONNECTION

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W310 X 31 + CONT. PL 180 X 10

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W200 X 31 + CONT. PL 180 X 10

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EXISTING

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EXISTING

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2"x8" No.2 SPR.

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@ 12" O.C.

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2"x8" No.2 SPR.

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PD

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NEW WALKOUT

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NEW WALKOUT

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EXISTING GFA

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PROPOSED GFA

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GROUND FLOOR

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SECOND FLOOR

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TOTAL GFA

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1845.18 SQ.FT / 171.42 SQ.M

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1845.18 SQ.FT / 171.42 SQ.M

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1939.82 SQ.FT / 180.22 SQ.M

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2217.72 SQ.FT / 260.03 SQ.M

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3785.00 SQ.FT / 351.64 SQ.M

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4062.90 SQ.FT / 377.46 SQ.M

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SECOND FLOOR ADDITION: 277.90 SQ.FT / 25.82 SQ.M

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POST 3-2X6

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POST 3-2X6

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POST 3-2X6

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F.D.

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D.N

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F.D.

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UP

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STEEL ANGLES

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(7'-0" MAX.)

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(9'-0" MAX.)

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(12'-0" MAX.)

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(16'-0" MAX.)

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L1 3.5"X3.5"X1/4" (4'-0" MAX.)

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L5 7"X4"X7/8"

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L2 5"X3.5"X1/4"

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L4 7"X3.5"X7/16"

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L3 6"X3.5"X5/16"

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WB12 4/2" X 10" D.FIR No.1

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WB11 3/2" X 12" D.FIR No.1

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WB9 3/2" X 10" D.FIR No.1

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WB7 3/2" X 8" D.FIR No.1

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WB6 2/2" X 12" D.FIR No.1

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WB4 2/2" X 10" D.FIR No.1

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WOOD LINTELS

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WB13 3-1 3/4"x11 7/8" LVL 1.9E

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UNEXCAVATED

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EXISTING FOOTINGS

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PROPOSED STEEL POST

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GAS-PROOF WALLS &

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CEILING ADJACENT

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REST OF HOUSE

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17

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21

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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L1+WB1

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ADD NEW BEAM

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3 PLY 11-7/8" LVL

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ADD NEW BEAM

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3 PLY 11-7/8" LVL

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ADD NEW BEAM

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3 PLY 11-7/8" LVL

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SHORE UP EXISTING BEAMS REMOVE EXISTING WALL ADD NEW BEAM FLUSH WITH HANGERS

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EXTENSION OF PORCH

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NEW

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EXISTING

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EXTENSION OF PORCH

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SHORE UP EXISTING BEAMS REMOVE EXISTING WALL ADD NEW BEAM FLUSH WITH HANGERS

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EXISTING FOORING (TYP.)

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21

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NEW FOOTING

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PORCH EXTENTION

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8" POURED CONC.

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OR 10" BLOCK

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NEW POST

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3- 2"x6"

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ADD

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NEW POST

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3- 2"x6"

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ADD

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WB8

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WB8

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WB8

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EXISTING POST

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POST

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ADD

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SHORE UP EXISTING BEAMS INSTALL NEW POST AND BEAM

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project no.

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drawing no.

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scale

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date

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Drawn By

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drawing

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Project

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The contractor shall check and verify all dimensions

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and report all errors and omissions to the Architect before

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proceeding with the work. This drawing is the property of

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the Architect and must be returned on completion of the work.

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Do not scale drawings.

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8888 KEELE STREET, CONCORD , ONT. TEL:(905) 508-2168

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NO.

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DATE

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ISSUE/REVISION

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1

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REVISION

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2

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REVISION

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REVISION

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3

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TO BE PROVIDED PRIOR TO SECOND STAGE

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AND HEAT LOSS CALC'S

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ENGINEERED TRUSSES AND FLOOR JOISTS

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NOTE:

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PERMIT

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MANUFACTURED ITEMS, MATERIALS AND CONSTRUCTION MUST COMPLY WITH

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STEEL:

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SUCH DAMPROOFING IS NOT REQUIRED WHERE THE WOOD MEMBER

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FILM NO.50 (45 LB) ROLL ROOFING OR OTHER DAMPROOFING

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IN CONTACT WITH THE GROUND OR FILL SHALL BE SEPARATED

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WOOD PRESERVATIVE AND WHICH ARE SUPPORTED ON CONCRETE

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WOOD FRAMING MEMBERS THAT ARE NOT PRESSURE TREATED WITH

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ALL STEEL REINFORCING RODS MIN. YIELD STRENGTH 60,000 P.S.I.

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STRUCTURAL STEEL SHALL CONFORM TO C.S.A. SPEC G 40-21M.

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IS AT LEAST 6" ABOVE THE GROUND.

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FROM THE CONCRETE BY AT LEAST 2 MIL POLYETHYLENE

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MATERIAL.

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ALL STEEL BEAMS TO BE NEW STOCK.

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ALL STEEL TO BE SHOP PAINTED (PRIMED).

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NON-PRESSURE TREATED WOOD:

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NOMINAL DIMENSIONS. EXTERIOR WALL DIMENSIONS DO NOT ALLOW FOR

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DIMENSIONS ARE TAKEN TO ROUGH STUD OR MASONRY SURFACES, GIVEN AS

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REMEDIAL ACTION SHALL NOT BECOME THE RESPONSIBILITY OF OR COST TO

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FAILURE TO OBSERVE THESE CONDITIONS WHICH MAY REQUIRE EXPENSIVE

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MATERIALS AND UNITS FOR CONSTRUCTION REGARDING SUCH DISCREPANCIES.

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DISCREPANCIES AT LEAST ONE WEEK BEFORE ORDERING OR PLACEMENT OF

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AND VERIFY ALL DIMENSIONS AND CHECK ALL JOB CONDITIONS ON THE JOB

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IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR BUILDER TO CHECK

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NECESSARILY DEPICT FINISHED GRADING CONDITIONS OF ANY PARTICULAR LOT.

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ARCHITECTURAL WORKING DRAWINGS ARE FOR REFERENCE ONLY AND DO NOT

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ALL REFERENCES TO AND FINISHED GRADE LINES AS INDICATED ON THE

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ALL REQUIREMENTS OF THE MORTGAGE AND HOUSING CORPORATION (C.M.H.C.).

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HANDWRITTEN NOTES WHICH APPEAR ON THE DRAWINGS HAVE PRECEDENCE.

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CONSTRUCTION FOR HOUSING AND SMALL BUILDINGS".

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OF THE ONTARIO BUILDING CODE REGULATION (332-12), PART 9.

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ALL CONSTRUCTION TO CONFORM TO THE CONSTRUCTION REQUIREMENTS

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CONCRETE DESIGN SHALL CONFORM TO CAN-A438 "CONCRETE

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FOUNDATION WALL TO INSIDE FACE OF STUD.

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BRICK PROJECTION THEY ARE TAKEN FROM OUTSIDE FACE OF

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CONCRETE:

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ARCHITECT IS TO BE NOTIFIED PROMPTLY OF ANY

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ARCHITECT.

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DRAWINGS MUST NOT BE SCALED.

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SITE BEFORE PROCEEDING WITH THE WORK.

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GENERAL NOTES:

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SHALL HAVE A MAXIMUM SILL HEIGHT OF 3'-3"

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SHALL CONFORM TO THE REQUIREMENTS FOR RESISTANCE TO

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ALL WINDOWS WITHIN 6'-7" OF ADJACENT GROUND LEVEL

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FORCED ENTRY AS DESCRIBED IN CLAUSE 10.13 OF

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CAN3-A440, "WINDOWS".

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ABOVE THE FLOOR.

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DOORS:

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EXCEPT FOR BASEMENT WINDOWS THE ABOVE NOTED WINDOW

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UNOBSTRUCTED OPEN PORTION HAVING A MINIMUM AREA OF

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WITH AT LEAST ONE OUTSIDE WINDOW THAT CAN BE OPENED

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EVERY FLOOR LEVEL CONTAINING BEDROOMS SHALL BE PROVIDED

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ALL JOINTS IN DUCTS TO BE SECURELY RIVETED AND TAPED.

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SUPPLY DUCTS AND RETURN DUCTS IN UNHEATED SPACES SHALL

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DUCT SPACES SHALL BE FURRED OUT WITH 1/2" DRYWALL ON

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BE INSULATED WITH MIN. R-4 FIBERGLASS INSULATION TO

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SUPPLY DUCTS AND RETURN DUCTS IN EXTERIOR WALLS SHALL

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SPACES IN EXTERIOR WALLS. ATTIC OR ROOF SPACES AS PER

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SPACES SHALL BE SEPARATED BY FIRE STOPS FROM CONCEALED

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CONCEALED SPACES IN INTERIOR WALLS, CEILINGS AND CRAWL

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WINDOWS AND SKYLIGHTS:

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3.8 SQ. FT. WITH NO DIMENSION LESS THAN 15".

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EACH SUCH WINDOW SHALL PROVIDE AN INDIVIDUAL

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FROM THE INSIDE WITHOUT THE USE OF TOOLS.

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ALL WINDOWS TO BE DOUBLE GLAZED OR THERMOPANE.

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9.7 OF THE ONTARIO BUILDING CODE.

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ALL WINDOWS AND SKYLIGHTS TO COMPLY WITH SECTION

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BE INSULATED WITH MIN. R7 INSULATION VALUE.

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PREVENT MOISTURE CONDENSATION IN THE DUCT.

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2"x2" WOOD STRAPPING.

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SHALL APPLY.

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DUCTS:

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FOR FLAME SPREAD LIMITS SUBSECTION 9.10.16. OF O.B.C.

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SUBSECTION 9.10.15. OF THE ONTARIO BUILDING CODE.

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FIRE STOPS/FLAME SPREAD LIMITS:

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OF THE ONTARIO BUILDING CODE.

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ALL DOORS SHALL COMPLY WITH SECTION 9.10.13.15

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ALL SLIDING CLOSET DOORS OR MIRROR DOORS TO BE 6'-8" HIGH.

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ALL WASHROOMS / POWDER ROOMS TO HAVE A MIRROR AND

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MAIN BATHROOMS TO HAVE A RECESSED MEDICINE CABINET,

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ALL CLOSETS TO HAVE A METAL ROD WITH WOOD SHELF MIN. 14" DEEP.

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VANITY (OR PEDESTAL SINK).

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MIRROR AND VANITY.

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SMOKE ALARMS SHALL BE PROVIDED AS PER SECTION

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ALL ALARMS WITHIN THE DWELLING UNIT TO SOUND.

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WIRED SO THAT THE SOUND OF THE ALARM WILL CAUSE

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THE DWELLING UNIT, THE SMOKE ALARMS SHALL BE

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WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED IN

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SMOKE ALARMS CONFORMING TO CAN/ULC-S531 "SMOKE ALARMS

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9.10.19 OF THE ONTARIO BUILDING CODE.

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MISCELLANEOUS ITEMS:

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SECTION 9.10.19.1(1)

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SMOKE ALARMS:

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CARBON MONOXIDE DETECTOR

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CARBON MONOIXIDE DETECTOR SHALL BE PROVIDED AS PER SECTION

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CARBON MONOIXIDE DETECTOR IS REQUIRED IN THE DWELLING UNIT

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9.33.4 OF THE ONTARIO BUILDING CODE.

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ADJACENT TO EACH SLEEPLING AREA

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WHERE FUEL-BURING APLLIANCE IS INSTALLED

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SHALL BE INSTALLED IN EACH DWELLING UNIT AND IN EACH

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SLEEPING ROOM NOT WITHIN A DWELLING UNIT.

PROPOSED ADDITION

RICHMOND HILL, ONT.

& ROOF PLAN

SECOND FLOOR PLAN

JULY / 14 / 2015

ARCHITECT INC.

BATTAGLIA

3/16"=1'-0'

1370

A2

DM


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OPEN TO

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BELOW

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ENSUITE

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W.I.C.

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W.I.C.

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W.I.C.

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W.I.C.

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MASTER

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BEDROOM

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BEDROOM 5

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BEDROOM 4

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BEDROOM 2

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BEDROOM 3

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W.I.C.

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OPEN TO

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BELOW

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LIN.

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SECOND FLOOR

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NEW EXTENTION

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NEW

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WINDOW

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NEW

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WINDOW

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WB13 3-1 3/4"x11 7/8" LVL 1.9E

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3-2x6

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L2+WB5

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L2+WB5

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L3+WB10

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L3+WB10

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2"x6"SPR.

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RAFTERS @16"O.C.

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POST

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3-2x6

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POST

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A

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A

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ADDITION

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ADDITION

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ADDITION

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EXISTING

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EXISTING

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NEW WINDOW

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NEW

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WINDOW

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NEW

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WINDOW

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STEEL ANGLES

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(7'-0" MAX.)

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(9'-0" MAX.)

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(12'-0" MAX.)

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(16'-0" MAX.)

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L1 3.5"X3.5"X1/4" (4'-0" MAX.)

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L5 7"X4"X7/8"

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L2 5"X3.5"X1/4"

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L4 7"X3.5"X7/16"

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L3 6"X3.5"X5/16"

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WB12 4/2" X 10" D.FIR No.1

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WB11 3/2" X 12" D.FIR No.1

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WB9 3/2" X 10" D.FIR No.1

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WB7 3/2" X 8" D.FIR No.1

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WB6 2/2" X 12" D.FIR No.1

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WB4 2/2" X 10" D.FIR No.1

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WOOD LINTELS

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WB13 3-1 3/4"x11 7/8" LVL 1.9E

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ENSUITE

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EXISTING

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2"x6"SPR.

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RAFTERS @16"O.C.

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EXISTING

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NEW 2"x8" VALLEY

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NEW 2"x8" VALLEY

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EXISTING RIDGE

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NEW

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NEW

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NEW

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2"x10" RIDGE

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2"x10" RIDGE

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NEW

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NEW HIP

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NEW

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2"x8" HIP

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EXISTING HIP

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EXISTING HIP

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EXISTING

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NEW

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NEW

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NEW

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2"x8" HIP

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NEW

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2"x8" HIP

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ONFLAT VALLEY

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ONFLAT VALLEY

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NEW

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2"x10" RIDGE

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NEW 2"x8" ONFLAT VALLEY

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ROOF PLAN

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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2"x6"SPR.

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RAFTERS @16"O.C.

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15

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12

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15

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12

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15

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12

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20

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12

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15

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12

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20

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12

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20

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12

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20

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12

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5 1/2

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12

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5 1/2

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12

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2"x8"

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2"x6"SPR.

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RAFTERS @16"O.C.

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20

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12

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15

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12

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A

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A

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NEW

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EXISTING

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2"X8" HIP

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NEW

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2"X8" HIP

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NEW GABLE

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2"x8" ONFLAT VALLEY

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2"x8" ONFLAT VALLEY

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2"x6"SPR.

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RAFTERS @16"O.C.

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EXISTING TRUSS

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EXISTING HIP

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EXISTING HIP

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NEW RIDGE

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NEW 2"x8"

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NEW 2"x8"

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NEW 2"X8" HIP

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NEW 2"X8" HIP

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NEW GABLE

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2"x8" ONFLAT VALLEY

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2"x8" ONFLAT VALLEY

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2"x6"SPR.

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RAFTERS @16"O.C.

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NEW 2"X8" HIP

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NEW 2"X8" HIP

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2"x6"SPR.

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RAFTERS @16"O.C.

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2

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12

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2

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12

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15

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12

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2"x8" ONFLAT VALLEY

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2"x10" RIDGE

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15

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12

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2"x8" ONFLAT VALLEY

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20

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12

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2

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12

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2

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12

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project no.

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drawing no.

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scale

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date

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Drawn By

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drawing

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Project

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NO.

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DATE

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ISSUE/REVISION

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1

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REVISION

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2

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REVISION

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REVISION

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3

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MAX. RUN = 9"

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MIN. RUN = 8" MIN.

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HEADROOM = 6'-5"

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NOSING = 1" MIN.

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MIN. TREAD = 9 7/8" MIN.

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TO OBTAIN THE MINIMUM TREAD WIDTH OF (9 7/8").

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AN EQUIVALENT BACK SLOPE ON THE RISE MAY BE ADDED

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TREAD WIDTH = 9 7/8" MIN.

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EXTERIOR STAIRS OR PRECAST STEPS:

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NOSING = 1"

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MIN. RUN = 9" MIN.

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AVG. RUN = 8"

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MAX. RUN = 14"

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MIN. RISE = 4 7/8"

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MAX. RISE = 7 7/8"

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FOR CURVED STAIRS:

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MIN. WIDTH = 2'-10"

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RAIL AT STAIR = 2'-11"

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RAIL AT LANDING = 3'-0"

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11 CEILING INSULATION:

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R50 BLOWN CELLULOSE INSULATION BETWEEN CEILING JOISTS

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6 MIL POLY. VAPOUR BARRIER

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MAX. RISE = 7 7/8"

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MAIN STAIR (MIN. REQUIREMENTS) DIMENSIONS SHOWN ON

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LEAST ONE AIR CHANGE PER HOUR.

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MECHANICALLY VENTED TO THE OUTSIDE TO PROVIDE AT

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INTERIOR WASHROOM (NO WINDOWS TO THE OUTSIDE) TO BE

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12 INTERIOR WASHROOM VENTS:

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14 INTERIOR STAIRS:

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SECTIONS TO RULE.

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16mm (5/8") GYP. WALLBD.

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ON 5" CRUSHED STONE SLOPED TO FRONT OF GARAGE

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W.W.MESH NEAR MID DEPTH OF SLAB

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AIR ENT. REINFORCED WITH 6x6x6/6

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4" POURED CONCRETE 32mpa W/5-8%

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MAX. SPAN (UNLESS NOTED OTHERWISE).

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7'-0" O.C. Max. OR 4'-6" O.C. WITHIN 18" OF

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OR 2"x 2" CROSS BRIDGING OR SOILD BLOCKING AT

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- ALL JOISTS TO BE BRIDGED A CONTINUOUS 1"x4"

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SUBFLOOR ON FLOOR JOISTS AS NOTED ON PLANS

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FLOOR FINISH ON 5/8" TONGUE & GROOVE

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MINIMUM 4'-0" DEEP POURED CONCRETE FOOTING.

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1/2" Dia. BOLT ANCHORED IN 8" Dia. AND

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6"x 6" OR (AS SHOWN) WOOD COLUMN ON METAL SHOE AND

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EXTERIOR COLUMN (DECK, ETC,):

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WOOD BEAMS OR OTHER WOOD COLUMN EXTENDING TO BASEMENT

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WOOD COLUMNS (SEE PLAN FOR SIZE) TO REST ON STEEL OR

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24"x 24"x 12" CONCRETE FOOTING.

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6"x 6" WOOD COLUMN ON DAMPROOFING MATERIAL ON

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10 WOOD COLUMNS:

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AS IN NOTE ABOVE.

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COLUMNS ON OTHER FLOORS:

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COLUMNS IN BASEMENTS:

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9 FLOORS:

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8 GARAGE SLAB:

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BOTTOM PLATE WITH 1/2" INTERIOR DRYWALL ON

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WITH 6" OF CRUSHED STONE.

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INCLUDING GARAGE FOOTINGS. WEEPING TILE TO BE COVERED

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4" Dia. WEEPING TILE AROUND ALL FOOTINGS

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BOTH SIDES TAPED AND SANDED.

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5 FOUNDATION INSULATION:

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7 BASEMENT SLAB:

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6 WEEPING TILE:

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FOR BEARING WALLS. DOUBLE TOP PLATE AND SINGLE

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2"x 4" (OR AS SHOWN) STUDS AT 16" O.C.

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4 INTERIOR STUD PARTITIONS:

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3 BRICK/ STONE VENEER CONSTRUCTION:

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PREFINISHED ALUMINUM VENTED SOFFIT.

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EAVESTROUGH ON PRE-FINISHED ALUMINUM FASCIA &

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PRE-FINISHED ALUMINUM OR PAINTED GALVANIZED METAL

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1/2" INTERIOR DRYWALL FINISH.

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CONTINUOUS AIR BARRIER AS PER O.B.C. 9.25.5.

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R-50 ROOF INSULATION AND VAPOUR BARRIER.

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ON APPOROVED AIR BARRIER OM 13mm (1/2") EXTERIOR TYPE SHEATHING

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1"x4" RIBBON TIES AS REQUIRED

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2"x4" COLLAR TIES AT MID-SPANS

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W/ 'H' CLIPS ON 2"x6" RAFTERS (OR AS SHOWN ON DWGS.)

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ASTME - 108-58 CLASS "C" ON 1/2" PLYWOOD SHEATHING

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NO. 210 ASPHALT SHINGLES (SELF-SEALING)

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FOUNDATION WALLS TO BE ADEQUATELY BRACED PRIOR TO

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MAX. HEIGHT OF BACKFILL FROM TOP OF BASEMENT SLAB

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CONCRETE AT 6'-0" O/C MAX.

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1/2" Dia. ANCHOR BOLTS 12" LONG MIN. SET 4" INTO

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GRADES. LATERAL SUPPORT: 2"x4" SILL PLATE ANCHORED WITH

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POURED TO A MIN. OF 6" ABOVE THE APPROVED FINISHED

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FLOOR PLANS.) 20 MPa CONC. AT 28 DAYS.

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WALL (FOOTING TO GRADE) (THICKNESS OF WALL AS SHOWN ON

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BOARD ADHERED TO SURFACE OF POURED CONC.

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BITUMINOUS DAMPROOFING APPLIED ON 3/4" MINERAL FIBRE

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1 ROOF CONSTRUCTION:

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2 FOUNDATION WALL:

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NOT TO EXCEED 6'-11".

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BACKFILLING.

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CONSTRUCTION NOTES:

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OR 10" CONC BLOCK FOUNDATION

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3" 25 mpa POURED CONCRETE ON POLY. VAPOUR BARRIER ON

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OVER 25mm (1") MIN. EXPANDED/ EXTRUDED RIGID POLYSTRENE

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REQUIREMENTS AND APPLIED PER MANUFACTURES SPECIFICATIONS

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STUCCO CLADDING CONFORMING TO O.B.C. 9.28

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ON 38x89 (2"x4") STUDS @ 400 (16") O.C.

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4" COARSE GRANGULAR FILL OR 20 mpa (3000 pal)

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CONC. WITH DAMPROOFING BELOW SLAB

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O.B.C. 9.3.1.6.(1)(b) & 9.18.4.5.(1)

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UNIFORM RISE & RUN IN A GIVEN RUN TO WITHIN 1/4"

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AND MIN. 12" BEYOND INNER FACE OF EXTERIOR WALL.

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13b FRAME WALL CONSTRUCTION AT GARAGE:

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ON APPOROVED AIR BARRIER OM 13mm (1/2") EXTERIOR TYPE SHEATHING

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APPROVED 0 INSUL. POLYETHYENE V.B. 13mm (1/2") G.W.B. FIN.

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OVER 25mm (1") MIN. EXTRUDED OR EXPAND RIGID POLYSTYRENE

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REQUIREMENTS AND APPLIED PER MANUFACTURES SPECIFICATIONS

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STUCCO CLADDING CONFORMING TO O.B.C. 9.27.1.1.(2) & 9.28

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ON 38x140 (2"x6") STUDS @ 400 (16") O.C. RSI 3.35 (R50) BATT INSUL.

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13a STUCCO WALL CONSTRUCTION:

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R22 BATT INSULATION

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@ 16" O.C. W/2"x6" RIDGE BOARD (OR AS SHOWN ON DWGS.)

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SECTION 9.3.1.8.(1)(b) & 9.18.4.5.(1) OF THE O.B.C.

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1-1/8" R4-HP INSULATION

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4" FACE BRICK OR STONE

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1" AIRSPACE

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TYVEK HOUSEWRAP

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6 MIL. POLY VAPOR BARRIER

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1/2" GYPSUM BOARD

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ROXUL IS R6 COMFORT BOARD

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1/2" GYPSUM BOARD

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2X6 WOOD STUDS @ 16" O.C.

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R20 BATT INSULATION

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TYPAR WEATHER PROTECTION SYSTEM

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HOUSEWRAP

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2"X4" WOOD STRAPPING @ 16" O.C.

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6 MIL. POLY VAPOR BARRIER

PROPOSED ADDITION

RICHMOND HILL, ONT.

ELEVATIONS

JULY / 14 / 2015

ARCHITECT INC.

BATTAGLIA

3/16"=1'-0'

1370

A3

DM


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FIN. BASEMENT

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TOP OF ROOF

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UNDERSIDE OF EAVES

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FIN. GR. FL.

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FIN. SECOND FL.

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FIN. BASEMENT

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TOP OF ROOF

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UNDERSIDE OF EAVES

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FIN. GR. FL.

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FIN. SECOND FL.

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NEW STEP FOOTING

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NEW FRONT ELEVATION

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REAR ELEVATION

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EAST ELEVATION

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WEST ELEVATION

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FIN. GRADE @ BUILDING

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UNDERSIDE OF EAVES

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UNDERSIDE OF EAVES

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FIN. BASEMENT

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TOP OF ROOF

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UNDERSIDE OF EAVES

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FIN. GR. FL.

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FIN. SECOND FL.

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FIN. BASEMENT

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TOP OF ROOF

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UNDERSIDE OF EAVES

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FIN. GR. FL.

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FIN. SECOND FL.

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12

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STEP FOOTING

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16

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12

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16

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12

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16

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EXISTING WALL NEW STONE VENEER

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NEW ASPHALT ROOF SHINGLES

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NEW ROOF

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EXISTING

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WINDOW

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WINDOW

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WINDOW

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NEW

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NEW ROOF

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NEW

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NEW

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NEW

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WINDOW

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NEW

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WINDOW

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NEW

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WINDOW

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NEW

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WINDOW

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ADDITION

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NEW

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WINDOW

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NEW ROOF

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EXISTING

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EXISTING BRICK WALL

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EXISTING ROOF

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EXISTING ROOF

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EXISTING BRICK WALL

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EXISTING ROOF

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EXISTING BRICK WALL

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EXISTING BRICK WALL

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EXISTING BRICK WALL

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EXISTING BRICK WALL

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EXISTING BRICK WALL

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EXISTING

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ADDITION

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NEW

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WINDOW

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CONCRETE PORCH

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PRECAST COLUMNS

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PRECAST

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NEW WALKOUT

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NEW METAL ROOF

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NEW METAL ROOF

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NEW METAL ROOF

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ADDITION

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ADDITION

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ADDITION

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PREFIN. METAL SOFFIT FASCIA & GUTTER

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STUCCO

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17

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NEW RAILING

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NEW BASEMENT WALKOUT

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NEW METAL ROOF

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NEW METAL ROOF

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30

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1

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30

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30

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30

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30

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28

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29

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28

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29

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28

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29

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28

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29

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28

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29

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28

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29

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1

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1

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1

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1

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1

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30

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NEW METAL ROOF

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NEW METAL ROOF

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17

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NEW RAILING

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16

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12

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project no.

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drawing no.

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scale

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date

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Drawn By

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drawing

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Project

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NO.

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DATE

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ISSUE/REVISION

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1

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REVISION

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2

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REVISION

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REVISION

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3

PROPOSED ADDITION

RICHMOND HILL, ONT.

& WALL SECTION

CROSS SECTION

JULY / 14 / 2015

ARCHITECT INC.

BATTAGLIA

N/A

1370

A4

DM


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FIN. BASEMENT

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TOP OF ROOF

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FIN. SECOND FL.

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UNDERSIDE OF EAVES

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FIN. GR. FL.

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UNDERSIDE OF EAVES

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SECTION - A

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EXISTING GARAGE FLOOR

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EXISTING

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BEDROOM 5

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NEW EXTENTION

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BEDROOM 5

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EXISTING

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16

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12

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NEW

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WINDOW

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NEW

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EXISTING

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NEW

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NEW ROOF

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GARAGE

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ADDITIONAL FLOOR

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EXISTING FLOOR

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REMOVE EXISTING ROOF

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STEEL POST

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3

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11

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9

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1

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1/4"=1'-0'

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WALL SECTION

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MIN. 6"

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4'-0" MIN.

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CONTINUOUS VAPOUR/AIR BARRIER

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R22 BATT INSULATION IN CONT.

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2X6 WOOD STUDS @ 16" O.C.

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EXTERIOR TYPE SHEATHING

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TO OVERLAP EACH OTHER

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32" O.C. HORIZ., 16" O.C. VERT

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0.03" THICK X 7/8" WIDE

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4" FACE BRICK 1" AIR SPACE

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SOLE PLATE @ BOTTOM

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INTERIOR WALL FINISH

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DOUBLE PLATE @ TOP

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BRICK VENEER WALL

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GALVANIZED METAL TIES

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INATALLED W/ GALVANIZED

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SPIRAL NAILS OR SCREWS

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SHEATHING PAPER W/ LAYERS

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CONTACT W/ SHEATHING

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CARRY MIN. R12 INSULATION

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TO COVER INTERIOR FACE

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OF EXTERIOR WALL

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INTERIOR CEILING FINISH

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CONT. AIR/VAPOUR BARRIER

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W/ MINIMUM R50 INSULATION

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EAVESTROUGH, RWL

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FASCIA BOARD &

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VENTED SOFFIT

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FINISH AS PER

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THE ELEVATIONS

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ROOF VENTILATION

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1:300 OF THE INSULATED

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CEILING AREA

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UNIFORMLY DISTRIBUTED

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ASPHALT SHINGLES ON MIN.

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3/8" PLYWOOD SHEATHING ON

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WOOD RAFTERS (SEE PLANS) USE

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'H'-CLIPS IF 24" O.C. SPACING

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EAVE PROTECTION TO EXTEND

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FROM THE EDGE OF THE ROOF,

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36" UP THE SLOPE BUT NOT LESS

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LESS THAN 12" BEYOND THE INT.

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FACE OF THE EXTERIOR WALL

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APPROVED ROOF TRUSSES OR

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16

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12

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TO JOIST & SUBFLOOR

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VAPOUR/AIR BARRIER & SEAL

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R31 BATT INSULATION, EXTEND

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CONTINUOUS HEADER JOIST W/

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FLOOR FINISH

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SEALANT

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ACOUSTIC

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SOLID BLOCKING @ 6'-11" O.C.

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OR 2"X2" CROSS BRIDGING OR

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CONTINUOUS 1"X3" STRAPPING

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FLOOR JOISTS BRIDGED W/

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OR APPROVED EQUAL ON WOOD

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5/8" T&G PLYWOOD SUBFLOOR

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NEW

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EXISTING

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EXISTING GARAGE

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BEDROOM ADDITION

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EXISTING GARAGE FLOOR

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ADDITIONAL FLOOR

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NEW CEILING

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NEW ROOF

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REMOVE EXISTING ROOF

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AS SHOWN DOTTED

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EXISTING BRICK VENEER

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CONSTRUCTION TO REMAIN

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3/16"=1'-0'

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BOTTOM REINF.

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10M @12" O.C.

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SECTION 'C'

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FOR SLAB

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4" BEARING

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10M @12" O.C.

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TEMP. STEEL

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WALL

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EXISTING

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CONC. FOOTING

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6" X16" POURED

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OR POURED CONCRETE

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8" CONCRETE BLOCK

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4'-0" MIN. TO

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UNDISTURBED SOIL

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W/ 10M BARS

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NOSING REINF.

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FOUNDATION WALL

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PORCH FOUNDATION

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EXISTING

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PORCH EXTENSION DETAIL

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BOTH WAY

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UNEXCAVATED

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NEW

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EXISTING

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PORCH FOUNDATION

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EXISTING

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WALL FOUNDATION

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EXISTING

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TO REMAIN

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EXISTING FOOTING

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SPAN

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SEE NOTE '5'

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EVERY OTHER COURSE

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8" LONG 4" INTO EXISTING PORCH

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EXISTING PORCH

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TIE NEW CONCRETE TO

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FOUNDATION PLAN

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UNEXCAVATED

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CONCRETE

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5.

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MINIMUM 35" HIGH FOR PORCHES UP TO

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CONTAINING MORE THAN 6 RISERS.

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GRADE & ON BOTH SIDES OF STAIRS

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WHEN BRICK FACING IS USED ABOVE

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CORROSION RESISTANT METAL TIES

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GROUND LEVEL, PROVIDE 3/16" DIA.

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MASONRY TIES

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ARE REQUIRED AROUND CONCRETE

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SLAB IF MORE THAN 2'-0" ABOVE

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MINIMUM 31" HIGH FOR STAIRS

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@ 36" HORIZONTAL & 8" VERTICAL

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MINIMUM 42" HIGH FOR GREATER HTS.

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5'-11" ABOVE GRADE.

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GUARDS

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3.

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2.

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4650 PSI W/ 5%-8% AIR ENTRAINMENT

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MINIMUM CONCRETE STRENGTH SHALL BE

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CONCRETE SLAB THICKNESS 6" UP TO 10'-0" SPAN

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PROVIDE MIN. 3/4" CLEAR CONCRETE

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6.

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COVER TO REINFORCING BARS

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8 1/4" RUN MINIMUM

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7 7/8" RISE MAXIMUM

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EXTERIOR STAIRS

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GENERAL NOTES

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9 1/4" TREAD MINIMUM

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1.

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4.

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HANDRAIL

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ARE REQUIRED WHERE STEPS HAVE MORE

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THAN 3 RISERS .

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C

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HANDRAIL HEIGHT 31" - 38".

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1/4"=1'-0'

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project no.

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drawing no.

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scale

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date

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Drawn By

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drawing

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Project

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NO.

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DATE

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ISSUE/REVISION

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1

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REVISION

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2

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REVISION

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REVISION

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3

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PROVIDE 2" SLOPE (SLOPE TO ROOF DRAIN.)

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ROOFING TO EXTEND 12" MIN. OVER ROOF SHINGLES

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ADHERED TO 1/2" EXT.GRADE PLY. ON 2"x6"JOISTS @ 16"O.C.

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PREFINISHED METAL FLASHING ON EPDM MEMBRANE ROOFING

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(UNLESS SHOWN OTHERWISE) SOFFIT TO BE VENTED.

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FASCIA AND SOFFIT TO BE PRE-FINISHED ALUMINUM.

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SHELVES TO BE MINIMUM 14" DEEP.

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ALL LINEN CLOSETS TO HAVE MINIMUM 5 SHELVES.

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OF EXTERIOR WALL AND MINIMUM 3'-0" UP THE ROOF SLOPE.

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PROTECTION TO EXTEND MINIMUM OF 12" FROM INNER FACE

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TYPE "S" ROLLED ROOFING (SMOOTH SURFACE) EAVES

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MIN. HORIZONTAL DISTANCE BETWEEN RISERS: 2'-0"

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2'- 0" FOR FIRM SOIL. 1'- 4" FOR SAND OR GRAVEL.

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MAX. VERTICAL RISE BETWEEN HORIZONTAL PORTIONS:

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1"x4" TO BE FIXED ON BOTH SIDES OF STEEL BEAMS.

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AREA WITH 35 %%% AT EAVES.

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FOR CATHEDRAL ROOF - 1: 150 OF INSULATED CEILING

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AREA WITH 35 %%% AT EAVES.

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FOR TYPICAL ROOF - 1: 300 OF INSULATED CEILING

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SHALL BE PROVIDED.

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MECHANICAL VENTILATION DIRECTLY TO THE OUTSIDE

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THROUGH EXTERIOR WALL.

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CLOTHES DRYER TO BE VENTED DIRECTLY TO THE OUTSIDE

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(UNLESS SHOWN OTHERWISE)

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35 LINEN CLOSETS:

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34 STOVE/COOKTOP VENT:

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33 STEEL COLUMN:

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32 CAPPED DRYER VENTS:

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31 FLAT ROOF /CANOPY:

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30 STEP FOOTINGS:

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29 EAVESTROUGH AND RAINWATER LEADER:

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28 FASCIA AND SOFFIT:

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27 ATTIC ACCESS HATCH:

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26 EAVE PROTECTION:

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25 ROOF VENTILATION:

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24 STEEL BEAM SUPPORT:

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STEEL SADDLES.

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STEEL BEAMS TO BE LEVELLED WITH STEEL PLATES OR

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PROVIDED FOR STEEL BEAMS.

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CONCRETE PILASTER (UNLESS SHOWN OTHERWISE) TO BE

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BEAM POCKET IN POURED CONCRETE WALL OR 4"x 12"

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MIN. 4" IN CONCRETE @ 8'-0" O.C.

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WITH 1/2" Dia. ANCHOR BOLTS x 12" LONG

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2"x 6" (OR AS SHOWN) PLATE

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5/8" INTERIOR DRYWALL TAPED , SANDED AND PRIMED

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SUPPORTED BY MINIMUM 2"x 2" BLOCKING

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WITH WIRE MESH ON 5/8" SUBFLOOR- ALL EDGES

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CERAMIC FLOOR TILES ON 1 1/2" MORTAR BASE REINFORCED

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UNLESS OTHERWISE SHOWN.

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EXTERIOR HANDRAILS SHALL BE MINIMUM 42"

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GUARDS SHALL BE MINIMUM 36".

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GUARDS AT LANDINGS. ANY OTHER INTERIOR AREAS REQUIRING

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MEASURED VERTICALLY FROM OUTSIDE EDGE OF STAIR NOSING

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HANDRAIL MIN. HEIGHT = 32"

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HANDRAIL MAX. HEIGHT = 36"

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IF HANDRAIL IS USED AGAINST AN INTERIOR WALL THE

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PICKETS (UNLESS OTHERWISE SHOWN) MAX. 4" O.C. SPACING.

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FINISHED NATURAL WOOD HANDRAIL ON WOOD OR METAL

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WITH SELF CLOSER AND WEATHERSTRIPPING.

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AND GASPROOFED.

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ALL DUCTWORK IN CEILING TO BE INSULATED MIN. R-12

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AIR BARRIER AS PER O.B.C. 9.10.9.16

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6 MIL VAPOUR BARRIER ON THE WARM SIDE. CONTINUOUS

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R-24 INSULATION IN WALLS. R-31 IN CEILINGS WITH

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GAS TIGHT.

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1/2" GYPSUM BOARD, TAPED AND SEAL ALL JOINTS

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INTERIOR SPACE:

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GASPROOFED WALLS AND CEILING OF GARAGE ADJACENT TO

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"SEALING COMPOUND MILDEW RESISTANT, FOR TUBS AND TILE".

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CAULKED WITH MATERIAL CONFORMING TO CGSB 19-GP-22M

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JOINTS BETWEEN WALL TILES AND BATHTUB SHALL BE

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MOISTURE RESISTANT BACKING.

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BATHTUBS AND SHOWERS SHALL BE APPLIED OVER

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CERAMICS AND PLASTIC TILE INSTALLED ON WALL AROUND

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AS BASEMENT.

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IS IN CONTACT WITH A CONCRETE SLAB ON GRADE SUCH

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ROOFING OR WITH 2 MIL. POLY. WHEN STAIR STRINGER

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DAMPROOF UNDERSIDE OF STAIR STRINGER WITH 45# ROLL

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23 BEAM POCKET OR CONCRETE PILASTER:

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22 SILL PLATE:

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21 FOOTINGS:

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20 CEILINGS AND BULKHEADS:

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19 CERAMIC FINISHED FLOORS:

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15 EXTERIOR/INTERIOR HAND RAIL:

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18 DAMPROOFING (STAIR):

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17 GAS-PROOFING:

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16 WET WALL PROTECTION:

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4" Dia. STEEL H.S.S. WELDED TO BEAM

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& 4"x4"x1/4" TOP PLATE

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WITH 6"x6"x3/8" BASE PLATE

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AND SECURRED TO PAD FOOTING.

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AREA OF 0.32m (3.44 sq.ft) WITH RSI 7.0 (R40)

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RIGID INSUL. AND WEATHER STRIPPING.

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MIN. 21"X24" ATTIC ACCESS HATCH & A MIN.

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(O.B.C. 9.19.2)

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BE 2" MIN. HANDRAILS TO BE CONTINUOUS EXCEPT FOR NEWEL

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POST AT CHANGES OD DIRECTION

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SECTION 6.2.3.8.(7)

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CLEARANCE BETWEEN HANDRAIL ANS SURFACE BEHIND IS TO

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USE 4" DIA. SMOOTH WALL VENT PIPE AS PER

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1/2" G.W.B. ON WALL AND CEILING BETWEEN HOUSE AND GARAGE

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36

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GYPSUM WALL BOARD:

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STRAPPED WITH 1"x3" @ 2100mm (6'-11") O.C.

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ALL JOIST TO BE BRIDGE WITH 2"x2", CROSSS BRACING TO BE

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SOLID BLOCKING @ 2100mm (6'-11") O.C. MAX. ALL JOIST TO BE

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SUBFLOOR JOIST STRAPPING AND BRIDGING:

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37

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FOR MAX. 2830mm SPAN & 2"x6" @ 16" O.C.

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FOR MAX. 4450 SPAN

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CEILING JOISTS TO BE 2"x6" @ 16" O.C.

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CONVENTIONAL ROOF FRAMING:

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39

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SECTION 9.19.1.2 OF THE O.B.C.

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MAX. 2500mm (6'-2") PORCH DEPTH, AND (8") 32 mpa CONC. SLAB

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WITH AIR ENTRAPMENT AND WITH 15M BAR3 @ 8" O.C. EACH WAY

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10M DOWELS @ 24" O.C. ANCHORED IN FDN. WALL

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COLD CELLAR PORCH SLAB:

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38

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RAFTERS FOR BUILT-UP ROOF TO BE 2X4 @ 24" O.C.

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WITH 2"x4" CENTRE POST TO THE TRUSS AND

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LATERALLY BRACED @ 6'-0" O.C. VERTICALLY.

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2"x4" COLLAR TIES AT MID-SPANS

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2"x6" RIDGE BOARD (OR AS SHOWN ON DWGS.)

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MAX. 16'-0" HEIGHT AND MAXIMUM ROOF TRUSSES

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2 STOREY VOLUME SPACES:

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40

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LENGTH OF 8.0m

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5/8" SUBFLOOR ON FLOOR JOIST, FOR TILE APPLICATION (O.B.C 9.30.8.4)

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CAPACITY OF 144 KPa AND MUST BE MIN. 4'-0" BELOW FINISHED

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ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED SOIL,

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ROCK OR COMPACTED GRANULAR FILL WITH MINIMUM BEARING

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SHALL BE MIN. 20 MPa AT 28 DAYS.

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GRADE, AND CONTINUOUSLY KEYED. CONCRETE FOR FOOTINGS

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BACKFILL REQUIRED WITH NON-FROST SUSCEPTIBLE SOIL.

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MINIMUM FOOTING FOR TWO 2 STOREY BRICK VENEER

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CONSTRUCTION 22"x8" OR UPGRADED AS PER SOIL REPORT.

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1/2" GYPSUM BOARD (IF FINISHED), 6 MIL POLY. VAPOUR

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TAPE AND SEAL JOINTS AS PER O.B.C. 9.29.5

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INSULATION AND MOISTURE BARRIER ON FOUNDATION WALL.

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BARRIER ON 2"x4" WOOD STRAPPING WITH R12 MIN.

3-382 elgin mills

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