FOUNDATION / BASEMENT Annable Designs P R E L …COMPLETION DATE:APRIL 2016 COMPUTER NO:551-ARCH.DWG...

# By Date of Rev. Description of Revision

3 DTA FEB 01-17 Updated per OBC Updates - Reissued for Development

- DTA APR 21-16 Issued Preliminary Plans to Client for Review

1 DTA SEPT 24-16 Revised per Issued to Builder for Comment

2 DTA NOV 23-16 Revised per Issued to Builder for Comment

PROJECT:

"The Austin"Lot #6 15M-13

Rv.3DAVID T. ANNABLE - DESIGNERANNABLE DESIGNS

BCIN. NO. 42369

576PROJECT ID NUMBER

COMPLETION DATE: APRIL 2016

COMPUTER NO: 551-ARCH.DWG

PLAN LEGEND:

W/ STONE VENEER

6" FRAME EXTERIOR WALL

6" FRAME EXTERIOR WALL

2"x6" FRAME WALL

2"x4" FRAME WALL(Support or Pipe Wall )

OPE

N R

AIL

DW

N

2'6"x6'8"

48

"

4.8L(Max)

8.3

5L

(Min

)

Mech.Vent

(36"X60")

CUSTOMSHOWER

7.6L (Max)

48"4.8

L(M

ax)

8.35L(Min)

SHEL

F &

RO

D

Dryer Washer

GAS FP

2'8"x6'8"

2'6"x6'8"

2'6"x6'8" 2'6"x6

'8"

LINEN

2'6"x6

'8"2'6

"x6'8"

3'0"x6

'8"

3'0"x6

'8"

Garage17'-6" x 21'-0"

Foyer6'-0" x 12'-0"

Master Bedroom12'-7" x 16'-3"

Bedroom #212'-0" x 11'-3"

Living Rm.13'-6" x 15'-2"

Dining Rm.12'-6" x 10'-0"

Walk-in8'-4" x 5'-7"

Ensuite6'-11" x 9'-9"

Bath #29'-5" x 5'-7"

D/W

8.3

5L

(Min

)8.3

5L

(Min

)Kitchen12'-6" x 10'-0"

Nook10'-0" x 7'-0"

(Final Kitchen Design By Others)

2'8"x6'8"

3'0"x6

'8"

2'0"x6'8" 2'0"x6

'8"

2'0"x6'8" 2'0"x6

'8"

SHELF & ROD

SHEL

F &

RO

D

SHEL

F &

RO

D SHELF & ROD

Covered Porch18'-8" x 6'-0"

Rear Deck10'-0" x 7'-0"

16'-0"x8'0"

Ensu

re S

lope

Floating Landing & Steps(Per Site Conditions)

6'-0" SLIDER

MAIN FLOOR PLAN37'-6"

37'-6"

56

'-6

"

56

'-6

"

13'-0" 14'-6" 10'-0"

18'-6" 6'-0" 13'-0"

7'-0"

42'-6"

7'-0"

2'-0"

54'-6"

3- 2x10 PT BEAM

6"x6" PT Post 6"x6" PT Post

ACCESSATTIC

HEADER SIZE W8x18 OR (3) 1.75"x12" 2.0E LVL( WITH MINIMUM 3- JACK STUDS )

Mech.Vent

48

"x4

2"

12

" T

ran

s4

8"x

48

"1

2"

Tra

ns

12

" T

ran

s3

6"x

42

"1

2"

Tra

ns

36

"x4

2"

30"x60"

24"x60"

12" Trans

12" Trans

30"x60"12" Trans

24"x60"12" Trans

The Garage is to be provided agas seal between it and theDwelling as per OBCrequirements. Also, the door tothe dwelling is to have a closingdevice as per OBC

A minimum clearance of 17 ¾” toany combustible material at eitherside of the kitchen stove rangemust be maintained, as well as30” clear height above the rangeunless otherwise protected

UP

FURNACE

F.D.

AIR EX.HWT

ELECTRIC PANEL

FOUNDATION / BASEMENT37'-6"

37'-6"

56

'-1

11 2"

56

'-1

11 2"

13'-0" 14'-6" 10'-0"

18'-1112" 18'-6

12"

6'-0"

42'-111 2"

7'-0"

2'-0"

54'-111 2"

1'-0"

2"X10" LEDGER

U N E X C A V A T E D A R E A4 " C O N C R E T E F L O O R S L A B

36"x36"x12" CONC. FTGW/ 4-15M BARS @ 12"c.c.

BOTH WAYSW/ STEEL JACK POST(TYP)

(SEE CLM-1 & FTG-1)

DR

OP

PE

D W

8x

18

ST

EE

L B

EA

M(B

EA

M P

OC

KE

TS

- S

IZE

TO

SU

IT)

DR

OP

PE

D W

8x

18

ST

EE

L B

EA

M(B

EA

M P

OC

KE

TS

- S

IZE

TO

SU

IT)

6"x6 PT WOOD POST CARRIED10" DIA. CONC. PIER (TYP.)

PRE-MAN. 28" BIG FOOT FORM

3- 2x10 PT BEAM

2x

10

" JO

IST

S@

16

" c.

c.

2"X10" RIMBOARD

2-2

"X1

0"

JOIS

T

15 RISERS @ 7.2" (7.75 MAX.)14 TREADS @ 10" (PLUS 1" NOSING)

*Builder to Confirm HeadroomClearances Before Fabrication

2'6"x6'8"

Rough In

6.5" THICK CONCRETE PORCH SLAB(SLAB SHALL HAVE MIN 3" BEARING ON FOUNDATION WALLS)

REINF. WITH 600mm x 600mm 10M BENT DOWELS @600mm o.c.EXTENDING FROM THE WALL INTO THE SLABS

WITH 1-1/4" COVER FROM TOP SURFACE.CONFORMING TO OBC 9.39

OPENING TO ALLOW SLAB OVER POURLOWER FOUNDATION WALL AT DOOR

BY BUILDER AS PER SITE CONDITIONS

ENSURE MIN. OF 22" OF CLEARANCEWITHIN WINDOW WELL (PER 9.7.1.4)

BASEMENT WINDOWS TO BE CONFIRMED

BEAM ENDS IN FOUNDATIONTO BE PACKED WITH GROUT

2'6"x6

'8"

Optional Bedroom12'-0" x 10'-0"

MECH RM



(SEE CLM-1 & FTG-1)



(SEE CLM-1 & FTG-1)



(SEE CLM-1 & FTG-1)

10" OPEN WEB JOISTS @ 16" c.c.

PER MANUFACTURER SPECS

T.J. 11-7/8" (#150) @ 12" C.C. OR

2'6"x6'8" 2'6"x6

'8"

2'6"x6'8"

Optional Bedroom12'-0" x 10'-0"

2'0"x6

'8"

2'0"x6'8"



T.J. 11-7/8" (#150) @ 12" C.C. OR



T.J. 11-7/8" (#150) @ 12" C.C. OR

2'8"x6

'8"

a) CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION.

BUILDING CODE AND LOCAL BY-LAWS.b) ALL WORK TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ONTARIO

UNDERSIGNED WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS OR CONTRACTOR LISTED ABOVE IN THE TITLE BLOCK. ANNABLE DESIGNS & THE

WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THEDESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM FAILURE TOOBTAIN AND/OR FOLLOW THE DESIGNER'S GUIDANCE WITH RESPECT TO ANY ERRORS,OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.

c) THESE PLANS ARE UNDER THE FULL RESPONSIBILITY AND LIABILITY OF THE BUILDER

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Ann

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THESE PLANS FORM THE BASIS FOR PERMIT ISSUANCE AND ANY DEVIATIONS FROM THESEPLANS AND DETAILS, INCLUDING THE VENTILATION SYSTEM, HEATING SYSTEM, WOODSTOVE,FIREPLACES, DECKS, BALCONIES AND FINISHED BASEMENTS, WILL REQUIRE A REVISEDDRAWING AND CLEARANCE BY THE BUILDING DEPARTMENT.

ELECTRICAL SYSTEMSMECHANICAL SYSTEMS

FOUNDATION DRAINAGE LAYER

OWNER REQUIREMENT/SPECIFICATIONS:VENEER STYLES AND ACCESSORIESWINDOWS STYLES AND ACCESSORIES

(IF APPLICABLE)RAILING STYLES AND ACCESSORIES

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Plan Certification & ValidationIf the Signature on this plan is not in ORIGINAL RED INK,then this plan is to be considered Preliminary or anUnauthorized Duplicate. Please Confirm with AnnableDesigns before using Unauthorized Plans for any purpose.

BY: D. T. ANNABLE

SCALE: 1/4" = 1'-0"

A1SHEET NUMBER

DRAWING:

PLANS

RR#2 BROCKVILLEOntario, K6V 5T2

6206 6th Concession [email protected]

613 - 926 - 5350www.annabledesigns.ca

Annable DesignsResidential & Commercial Architectural Design Firm

2 ROWS OF 1/2" DIA. EXPANSION ANCHORS AT 16" c.c.ENSURE LEDGER BOARD SECURELY ANCHORED TO FOUNDATION

ANCHORED TO FRAME, OBC 9.23.8.3.(8)ENSURE LEDGER BOARD SECURELY

The proposed Guards around the deck must meet therequirements of article 9.8.8.8 of the OBC. That is,they must be designed by a professional engineer ORconstructed as outlined in the supplementary guideline(SB-7) to the 2012 Ontario Building Code

36"x36"x12"

1'-6

"

3"

3" 12"

3'-0

"

3'-0"

3"

CLM-1 FTG-1

STEEL JACK POST

W/ 4-15M BARS @ 9"c.c.EQUAL SPACED / BOTH WAYS

NOT ISSUED FOR C

ONSTRUCTION

P R E L I M

I N A

R Y






PROJECT:



BCIN. NO. 42369




AREA OF WALLS (GROSS)

W, S & G % :

XXXX.X SQ.FT.

XX.X %WALL AREA WINDOW AREA: XXXX.X SQ.FT.

ZONE 1 - E.E.D. CALCULATION SUMMARY

AREA OF : W, S & G XXX.X SQ.FT.WALL AREA WINDOW AREA: XXXX.X SQ.FT.

(1) The values listed are minimum Nominal R-Values for the thermal insulation component only.

from interior air film to exterior air film.(4) U-Value and effective R value shall include entire basement wall or slab assembly components and interior air film

(8) Nominal and effective R values are expressed in (h•ft²•F)/Btu. U-Values are expressed in Btu/(h•ft²•F).

(5) U-Value is the overall coefficient of heat transfer for a window assembly, sliding glass door assembly or

(6) In the case of basement wall assemblies, where R20 ci is required R12 +10 ci is permitted to be used or

MMA Supplementary Standard SB-12 : TABLE 3.1.1.2.A (IP)ZONE 1 - Compliance Packages for Space Heating Equipment with AFUE >92%

Forming Part of Sentence 3.1.1.2(1)

Notes to Table 3.1.1.2.A ( IP )

(2) U-Value and effective R value shall include entire ceiling assembly components, from interior air film to vented

(3) U-Value and effective R value shall include entire exposed floor or above grade wall assembly components,

skylight assembly expressed in Btu/(h•ft²•F).

vice versa; or where R12 + 5 ci is required, R15 ci is permitted to be used or vice versa.(7) If an EF of a water tank is not indicated in a compliance package, there is no EF requirement for water tank for

that specific compliance package.

*Rev - January, 2017

space air film above insulation.

Ontario Building Code, SB-12 : 3.1.1.2

ComponentCompliance Package

(1)

(2)

(2)

ThermalValues

(6)

(1)

(2)

(2)

(1)

(3)

(3)

(1)

(3)

(3)

(1)

(4)

(4)

(1)

(4)

(4)

(1)

(5)

(4)

(4)

(5)

A160

0.017

59.22

31

0.036

27.65

31

0.034

29.80

22

0.059

17.03

20 ci

0.047

21.12

2 3

A2

19+5 ci

0.049

20.32

12+10 ci

0.048

20.84

4

A350

0.020

49.23

35

0.031

32.02

14+7.5 ci

0.054

18.62

5

A4

22+5 ci

0.047

21.40

6

A5

12+5 ci

0.063

15.96

7

A6

8

Additional Requirements for Buildings Located in Zone 1

(7)

60

0.017

59.22

60

0.017

59.22

60

0.017

59.22

50

0.020

49.23

31

0.036

27.65

31

0.036

27.65

31

0.036

27.65

31

0.036

27.65

31

0.036

27.65

35

0.031

32.02

31

0.034

29.80

31

0.034

29.80

31

0.034

29.80

19+5 ci

0.049

20.32

22+5 ci

0.047

21.40

20 ci

0.047

21.12

20 ci

0.047

21.12

20 ci

0.047

21.12

10

0.090

11.13

10

0.090

11.13

10

0.090

11.13

10

0.090

11.13

10

0.090

11.13

10

0.090

11.13

(1) 10 10 10 10 10 10

0.28

25

0.49

96 %

75 %

0.80

0.28

25

0.49

96 %

75 %

0.70

0.28

25

0.49

96 %

75 %

0.67

0.28

25

0.49

94 %

70 %

0.80

0.28

25

0.49

92 %

65 %

0.80

0.25

29

0.49

94 %

81 %

0.67

12" Trans

72"x68"

12" Trans

48"x36"

48"x42"

48"x36"48"x36"

30

"x6

0"

30

"x6

0"

24

"x6

0"

24

"x6

0"

LEFT SIDE ELEVATION FRONT ELEVATION

RIGHT SIDE ELEVATIONREAR ELEVATION

12

6

12

6

12

6

12

6

12

6

12

6

12

6

12

6

12

612

6

12

612

6

126

126

126

126

126

126

126

126

126

ARCHITECTURAL SHINGLES



ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES

STONE

STONE

BOARD & BATON

BOARD & BATONBOARD & BATON

BOARD & BATON

SHINGLES


Louvered Vent (Deco Style by Others)

1'-6" 1'-6" 1'-6"

1'-6"1'-6"1'-6"1'-6"

1'-6"

RIDGE VENTING (as req'd)




12" Trans

36"x42"

12" Trans

48"x48"

12" Trans

12" Trans

36"x42"

12" Trans 12" Trans 12" Trans 12" Trans

DRAIN TO FOOTING (TYP)WINDOW WELLS TO



ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS.

ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS.

ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS. ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS.

DRIP CAP FLASHING TO BE INSTALLED ABOVE ALL EXTERIORWINDOW & DOOR OPENINGS IN SIDING APPLICATIONS

TO 1/300 OF ATTIC AREAROOF TO BE VENTED

PRE-ENGINEERED TRUSS MANUFACTURERTRUSS DESIGN MAY VARY PER

VALLEY FLASHING PEROBC 9.26.4.3

DRIP CAP FLASHING TO BE INSTALLED ABOVE ALL EXTERIORWINDOW & DOOR OPENINGS IN SIDING APPLICATIONS

TO 1/300 OF ATTIC AREAROOF TO BE VENTED

PRE-ENGINEERED TRUSS MANUFACTURERTRUSS DESIGN MAY VARY PER

VALLEY FLASHING PEROBC 9.26.4.3

AS PER O.B.C. & SB-7 2012 GUIDELINESGUARD CONSTRUCTION

AS PER O.B.C. & SB-7 2012 GUIDELINESGUARD CONSTRUCTION

48"x36"

48"x36"






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BY: D. T. ANNABLE

SCALE: 1/4" = 1'-0"

A2SHEET NUMBER

DRAWING:

ELEVATIONS





HAVE UNIFORM RISE AND RUN) SUGGESTED 8" RISE & 10" TREAD.

ABOVE FINAL GRADE.

EL-1. ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS.

BUILDER TO ENSURE THAT FOUNDATION EXTENDS A MINIMUM OF 0'-6"

TYPICAL EXTERIOR STAIRS - BUILDER/CONTRACTOR TO DETERMINE NUMBER OF TREADS AND RISERS AS PER FINAL SITE GRADE. PROPOSED STAIRS TO

ELEVATION NOTES:

EL-2.

EL-3.

NOT ISSUED FOR C

ONSTRUCTION

P R E L I M

I N A

R Y

BY:

1/2" = 1'-0"

SECTIONS & DETAILSDRAWING:

D. T. ANNABLE

SCALE:





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A3SHEET NUMBER



1/2"x3" GIS PLYW/ WEATHERSTRIPON TOP SURFACE

BOTTOM CHORDOF ROOF TRUSS

2"x6" BLOCK

2"x6" BLOCK

29-1

/2"

21-1/2"

1/2"x3" GIS PLYW/ WEATHERSTRIPON TOP SURFACEBOTTOM CHORD

24"

21-1/2"CLEAR OPENING

OF ROOF TRUSS

CASING

3 LAYERS OF3" RIGID INSUL.

GLUED TO COVER

SECTIONPLAN

2"x6" BLOCK

WEATHERSTRIPON 1"x3" BOARD

AXONOMETRIC

SILL PLATE

BRICK LEDGE(IF APPLICABLE)

GASKETSEALBEAM AS

PER PLANS

FOUNDATION WALLAS PER PLANS

MINIMUM 3-1/2"END BEARING

NOT TO SCALE

BEAM POCKET DETAIL

NOTES:1. BEAM POCKET C/Q 1/2"

AIR SPACE ON ALL SIDES.PROVIDE 6 MIL. POLYDAMPPROOFING LAYERBETWEEN FOUNDATIONAND WOOD MEMBERS.

2. BEAM POCKET SHALL BEEVEN AND LEVEL.

3. SILL PLATE C/W 1/2" DIA.8" LONG ANCHOR BOLTS@ 7'-10" c.c. (MAX)

1/2 GYPSUM

2"x6" STUDS @ 16"c.c.

INSULATION

6 MIL. POLY V.B.1/2 GYPSUM

5/8" T&G PLYSUBFLOOR

FLOOR SYSTEMFROST WALL

CONC. FLOOR SLAB

GRANULAR BASE

NOT TO SCALEGARAGE / HOUSE WALL DETAIL

CONC. FLOOR SLABGRANULAR BASE

1/2 GYPSUM

2"x6" STUDS @ 16"c.c.

BRICK/STONE VENEER

HOUSEWRAP - AIR BARRIER1" AIR SPACE7/16 WALL SHEATHING

PROVIDE WEEP HOLES@ 32" O.C. MIN.

FLASHING2"x6" SILL PLATE ON GASKETSEAL C/W 1/2" DIA x 8" LONGANCHOR BOLTS @ 7'-10" c.c.

10" CONC. WALL

FOUNDATION DRAINAGELAYER (IF REQ'D)

NOT TO SCALEGARAGE WALL w/ BRICK DETAIL

3/4" CRUSHED STONE4" PERF. TILE W/

FROST WALL

CONC. FLOOR SLABGRANULAR BASE

1/2" FOAM GASKET

FOUNDATION WALL

FOUNDATION WALL

TYP. CONC. FOOTING20" x 8" (MIN) WITH2"x4" KEY IN TOP FTG.

FILTER FABRIC

NOT TO SCALEFOUNDATION WALL DETAIL

BRICK/STONE VENEER

HOUSEWRAP - AIR BARRIER1" AIR SPACE7/16 WALL SHEATHING


FLASHING

BRICK TIES NAILED TO EACH STUDVERT. SPACED 23" o.c. MAX

1/2 GYPSUM

2"x6" STUDS @ 16"c.c.2"x6" SILL PLATE ON GASKETSEAL C/W 1/2" DIA x 8" LONGANCHOR BOLTS @ 7'-10" c.c.

FROST WALL

10" CONC. WALL

FOUNDATION DRAINAGELAYER (IF REQ'D)

FLOOR SYSTEM

5/8" T&G PLYSUBFLOOR

NOT TO SCALEFLOOR / FOUNDATION DETAIL

INSULATION


BRICK/STONE VENEER

HOUSEWRAP - AIR BARRIER1" AIR SPACE

7/16 WALL SHEATHING


PRE-FINISHEDVENTED SOFFIT

ROOF DRIP EDGEPRE-FINISHED FASCIA

2"x6" SUB FASCIA

1/2 GYPSUM6 MIL. POLY V.B.

STEPPED INSUL. SYSTEM

INSUL. STOPS BETWEEN TRUSSES (WHERE REQ'D)PRE-ENGINEER ROOF TRUSSES

1/2" PLYWOOD SHEATHING C/W CLIPS

ASPHALT SHINGLES / METAL ROOF (Per Sections)

ELEVATIONSREFER TO

NOT TO SCALEFRAME / BRICK : EAVE DETAIL

INSULATION


SIDING VENEERHOUSEWRAP - AIR BARRIER7/16 WALL SHEATHING

PRE-FINISHEDVENTED SOFFIT

ROOF DRIP EDGEPRE-FINISHED FASCIA

2"x6" SUB FASCIA

1/2 GYPSUM6 MIL. POLY V.B.

STEPPED INSUL. SYSTEM

INSUL. STOPS BETWEEN TRUSSES (WHERE REQ'D)PRE-ENGINEER ROOF TRUSSES

1/2" PLYWOOD SHEATHING C/W CLIPS

ASPHALT SHINGLES / METAL ROOF (Per Sections)

ELEVATIONSREFER TO

NOT TO SCALE

FRAME : EAVE DETAIL

FINISHED GRADE

TOP OF SLAB

( FOR LATERALLY SUPPORTED WALLS )MAXIMUM BACKFILL HEIGHTS

POURED CONCRETE (15 MPa)THICKNESS HEIGHT

8" 6'-11"10" 7'-6"

POURED CONCRETE (20 MPa)THICKNESS HEIGHT

8" 7'-7"10" 7'-7"12" 7'-7"

UNIT MASONRYTHICKNESS HEIGHT

6" 2'-7"8" 3'-11"10" 5'-11"

THICKNESS

HEI

GHT

12" 7'-3"

3'-0

" (M

in) -

3'-6

" (M

ax)

2"x6" Cap/Handrail

Continuous 2"x6" Guard

(2) 3" Screws @ Each Picket

P.T. Support Post

2"x2" Pickets4" Spacing (Max)

(2) 3" Screws @ Each Picket

Metal Flashing

P.T. Deck Joists

P.T. Beam

Foun

datio

n W

all

Fram

e D

wel

ling

Concrete Pier/SonotubeC/W Post Saddle

Grade

(Railing Style may Vary)

PLYWOOD

TREAD & RISERSUB-FLOOR AT

FIREBLOCKING

HAND RAIL

3'-0

"

9"1" 7

-7/8

" MAX.

6'-5

" HEA

DRO

OM

MIN

.

NOT TO SCALETYPICAL STAIR SECTION

Guards per Supplementary Guideline (SB-7) to the 2012 Ontario Building Code

(2) 2"x10" Ledger

with 1/2" Lag Bolts @16"c.c.Fastened to Foundation

NOT TO SCALEATTIC ACCESS DETAIL

NOT TO SCALEDeck Details & Standards

NOT TO SCALE

Deck Sonotube - Typ. Detail

5'-0

" (M

IN)

0'-6

"

10" Ø Sonotube28" BigFoot Form

6" PT Post

2'-4"

0'-10"

6" PT Post

Post Saddle

28" BigFoot Form

10" Ø Sonotube

Grade

Top View - NTS

Footing onUndisturbed SoilANCHORAGE OF BUILDING FRAMES

PROVIDED BY FASTENING A SILLPLATE TO THE FOUNDATION.

ANCHOR BOLTS WITH NUTS ANDWASHERS SPACED NOT MORETHAN 2400 mm o.c. ANDEMBEDDED NOT LESS THAN 100mm IN THE FOUNDATION ANDDESIGNED TO BE TIGHTENED ANDWITHOUT WITHDRAWING.

LINTELDOUBLE TOP PLATES

BOTTOM PLATEINNER STUD EXTENDSFROM BOTTOM OF LINTELTO TOP OF BOTTOMPLATE

DOUBLE WALL STUDS ATSIDES OF OPENING

NOT TO SCALE

FRAME ANCHOR TO FOUNDATIONNOT TO SCALE

LINTEL / OPENING DETAIL

1-3/16" (Min)1-9/16" (Max)

3'-0" Min 1'-0"

2'-9

" Min

1-3/16" (Min)1-9/16" (Max)

6"

18" f

rom

one

side

wal

l

Centreline2'-0

"

1'-0"

6"

2'-6"

2'-6

"2'-5

" Min

3'-0

" Max

16

" to

18

"

6"

2'-9

" Min

3'-0

" Max

1-3/16" (Min)1-9/16" (Max)

NOT TO SCALE

GRAB BAR - Tub Plan View DetailNOT TO SCALE

GRAB BAR - Tub Elevation View DetailGRAB BAR - Toilet Plan View DetailNOT TO SCALE NOT TO SCALE

GRAB BAR - Tub Elevation View Detail

Continuous Insulation(Internal or External)as Required








Continuous Insulation(Internal or External)

as Required

Approved Fasteners;Stagger in 2 Rows

NO LEAD ANCHORS

2" min

Typical Spacing

2" m

in

5.5" min. for 2"x8"6.5" min. for 2"x10"7.5" min. for 2"x12"

NOT TO SCALELedger Board Fastener Spacing

NOT TO SCALEGeneral Attachment of Ledger Board

Foundation Wall

Joist System

Exterior Wall System

Siding

Existing Rim BoardDeck Joists

Joist Hanger

Decking

Continuous Flashing with Drip Edge

Lag Bolt with Washers


Ledger Board (Greater Than orequal to Size of Deck Joists)

NOT TO SCALEGeneral Attachment of Ledger Board

Foundation Wall

Joist System

Exterior Wall System

Brick

Existing Rim BoardDeck Joists

Joist Hanger

Decking

Continuous Flashing with Drip Edge



Ledger Board (Greater Than orequal to Size of Deck Joists)

WHERE CONTINUOUS INSULATION OR (ci) IS NOTED:Continuous insulation (ci) is intended to minimize the thermalbridges in an assembly. It is generally uninterrupted acrossall structural members. Exceptions to this include fastenersand service openings. Insulation may generally be installedon the interior or the exterior, or may be integral to anyopaque surface of the building envelope. It may generally bemade of various material such as board, blanket, sprayed orother types of insulation. Compressions such as blanketfasteners are permitted.

ABOVE FINAL GRADE.

CONCRETE TO BE MIN. 25 MPa @ 28 DAYS WITH A MAXIMUM SLUMP

MAXIMUM SLUMP OF 3-1/2".

SLUMP OF 3-1/2" AND AN AIR CONTENT OF 6% TO 8%.CONCRETE FOR GARAGE FLOORS TO BE 32 MPa @ 28 DAYS WITH A MAXIMUM


COVER OR TO BE ON SOUND BEDROCK.

OF 3-1/2". SLAB AND FOUNDATION TO HAVE 6% AIR CONTENT.

FOUNDATION NOTES:

F4.

F5.

F2. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM OF 4'-0"

F1.

F3. CONCRETE FOR BASEMENT FLOOR SLAB TO BE 25 MPa @ 28 DAYS WITH A

AS PER 9.16.3.3.(1) AND 9.31.4.4.(1).BASEMENT FLOOR DRAIN WITH SLOPE OF SLAB TO THE DRAIN SHALL BE PROVIDEDF6.

ANCHOR BOLTS TO BE INSTALLED, 12.7mm @ 2400mm. AS PER OBC ARTICLE 9.23.6.1.F7.

FOUNDATION WALLS ENCLOSING HEATED SPACE SHALL BE INSULATED FROM THEUNDERSIDE OF THE SUBFLOOR TO NOT MORE THAN 200MM ABOVE THE FINISHED

F8.

FLOOR LEVEL OF THE BASEMENT. THE INSULATION MAY BE INSTALLED:

b) IN THE EXTERIOR FACE OF THE FOUNDATION WALL. a) ON THE INTERIOR OF THE FOUNDATION WALL.

c) PARTIALLY ON THE INTEROR AND EXTERIOR, PROVIDED THAT THERMAL PREFORMANCE OF THE SYSTEM IS EQUIVALENT TO THAT PERMITTED IN (a) OR (b)

HANGERS AND TRUSSES TO BE DESIGNED FOR BEARING LENGTH AVAILABLE

BUILDER TO ENSURE THAT ROOF HAS SUITABLE VENTILATION. PER O.B.C. ARTICLER4.

STRUCTURAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO.

ROOF NOTES:

ROOF TRUSS MANUFACTURER TO PROVIDE TRUSS LAYOUT PLAN.R2.

ROOF TRUSS MANUFACTURER TO PROVIDE ALL REQUIRED RATED TRUSS

ON WALLS.

TYPICAL EXTERIOR STAIRS - BUILDER/CONTRACTOR TO DETERMINE NUMBER

HAVE UNIFORM RISE AND RUN) SUGGESTED 7-7/8" RISE & 10" TREAD.

WHERE NOT NOTED, SPACING OF FRAMING MEMBERS TO BE IN

ROOF TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS WITH STAMP OF

G4.

TYPICAL - 1" AIR SPACE BETWEEN MASONRY AND FRAME CONSTRUCTION.

R1.

RECOMMENDED T.J. 11-7/8" (#230) @ 12" C.C. OR 10" OPEN WEB JOISTS @ 16" c.c.,G6.UNLESS OTHERWISE SPECIFIED PER SUPPLIER OR FLOOR JOISTS STRUCTURAL PLANS.

G7.

WINDOW MANUFACTURER TO PROVIDE VERIFICATION THAT ALL WINDOW UNITSG8.ARE IN ACCORDANCE WITH THE LATEST EDITION OF THE O.B.C.

ALL OPENINGS TO HAVE 3-2"x8" LINTELS . UNLESS NOTED OTHERWISE.

R3.

9.19.1.2.(1), BEING NOT LESS THEN 1/300 OF THE INSULATED CEILING AREA.

ATTIC ACCESS WILL BE INSTALLED. THE ACCESS PANEL WILL HAVE A MINIMUMOPENING OF 21-1/2" x 36". ACCESS SHALL BE AS PER O.B.C. ARTICLE 9.19.2.1

GENERAL NOTES:

G2.

ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS.G1.

OF TREADS AND RISERS AS PER FINAL SITE GRADE. PROPOSED STAIRS TO

G5.ACCORDANCE WITH THE LATEST EDITION OF THE O.B.C..

ALL FRAMING TO BE SEPARATED FROM CONCRETE BY A MOISTURE BARRIER.

G3.

WINDOW MANUFACTURER TO PROVIDE ROUGH FRAME OPENING DIMENSIONS.

G9.

G10.

NOT ISSUED FOR C

ONSTRUCTION

P R E L I M

I N A

R Y


BCIN. NO. 42369









PROJECT:


BY:

1/2" = 1'-0"

SECTIONS & DETAILSDRAWING:

D. T. ANNABLE

SCALE:





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Ann

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Des

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A4SHEET NUMBER







ABOVE FINAL GRADE.

CONCRETE TO BE MIN. 25 MPa @ 28 DAYS WITH A MAXIMUM SLUMP

MAXIMUM SLUMP OF 3-1/2".

SLUMP OF 3-1/2" AND AN AIR CONTENT OF 6% TO 8%.CONCRETE FOR GARAGE FLOORS TO BE 32 MPa @ 28 DAYS WITH A MAXIMUM


COVER OR TO BE ON SOUND BEDROCK.

OF 3-1/2". SLAB AND FOUNDATION TO HAVE 6% AIR CONTENT.

FOUNDATION NOTES:

F4.

F5.

F2. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM OF 4'-0"

F1.

F3. CONCRETE FOR BASEMENT FLOOR SLAB TO BE 25 MPa @ 28 DAYS WITH A

AS PER 9.16.3.3.(1) AND 9.31.4.4.(1).BASEMENT FLOOR DRAIN WITH SLOPE OF SLAB TO THE DRAIN SHALL BE PROVIDEDF6.

ANCHOR BOLTS TO BE INSTALLED, 12.7mm @ 2400mm. AS PER OBC ARTICLE 9.23.6.1.F7.

FOUNDATION WALLS ENCLOSING HEATED SPACE SHALL BE INSULATED FROM THEUNDERSIDE OF THE SUBFLOOR TO NOT MORE THAN 200MM ABOVE THE FINISHED

F8.

FLOOR LEVEL OF THE BASEMENT. THE INSULATION MAY BE INSTALLED:

b) IN THE EXTERIOR FACE OF THE FOUNDATION WALL. a) ON THE INTERIOR OF THE FOUNDATION WALL.

c) PARTIALLY ON THE INTEROR AND EXTERIOR, PROVIDED THAT THERMAL PREFORMANCE OF THE SYSTEM IS EQUIVALENT TO THAT PERMITTED IN (a) OR (b)

HANGERS AND TRUSSES TO BE DESIGNED FOR BEARING LENGTH AVAILABLE

BUILDER TO ENSURE THAT ROOF HAS SUITABLE VENTILATION. PER O.B.C. ARTICLER4.

STRUCTURAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO.

ROOF NOTES:

ROOF TRUSS MANUFACTURER TO PROVIDE TRUSS LAYOUT PLAN.R2.

ROOF TRUSS MANUFACTURER TO PROVIDE ALL REQUIRED RATED TRUSS

ON WALLS.

TYPICAL EXTERIOR STAIRS - BUILDER/CONTRACTOR TO DETERMINE NUMBER

HAVE UNIFORM RISE AND RUN) SUGGESTED 7-7/8" RISE & 10" TREAD.

WHERE NOT NOTED, SPACING OF FRAMING MEMBERS TO BE IN

ROOF TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS WITH STAMP OF

G4.

TYPICAL - 1" AIR SPACE BETWEEN MASONRY AND FRAME CONSTRUCTION.

R1.

RECOMMENDED T.J. 11-7/8" (#230) @ 12" C.C. OR 10" OPEN WEB JOISTS @ 16" c.c.,G6.UNLESS OTHERWISE SPECIFIED PER SUPPLIER OR FLOOR JOISTS STRUCTURAL PLANS.

G7.

WINDOW MANUFACTURER TO PROVIDE VERIFICATION THAT ALL WINDOW UNITSG8.ARE IN ACCORDANCE WITH THE LATEST EDITION OF THE O.B.C.

ALL OPENINGS TO HAVE 3-2"x8" LINTELS . UNLESS NOTED OTHERWISE.

R3.

9.19.1.2.(1), BEING NOT LESS THEN 1/300 OF THE INSULATED CEILING AREA.

ATTIC ACCESS WILL BE INSTALLED. THE ACCESS PANEL WILL HAVE A MINIMUMOPENING OF 21-1/2" x 36". ACCESS SHALL BE AS PER O.B.C. ARTICLE 9.19.2.1

GENERAL NOTES:

G2.

ACTUAL GRADES MAY VARY ACCORDING TO SITE CONDITIONS.G1.

OF TREADS AND RISERS AS PER FINAL SITE GRADE. PROPOSED STAIRS TO

G5.ACCORDANCE WITH THE LATEST EDITION OF THE O.B.C..

ALL FRAMING TO BE SEPARATED FROM CONCRETE BY A MOISTURE BARRIER.

G3.

WINDOW MANUFACTURER TO PROVIDE ROUGH FRAME OPENING DIMENSIONS.

G9.

G10.

WHERE CONTINUOUS INSULATION OR (ci) IS NOTED:Continuous insulation (ci) is intended to minimize the thermalbridges in an assembly. It is generally uninterrupted acrossall structural members. Exceptions to this include fastenersand service openings. Insulation may generally be installedon the interior or the exterior, or may be integral to anyopaque surface of the building envelope. It may generally bemade of various material such as board, blanket, sprayed orother types of insulation. Compressions such as blanketfasteners are permitted.

6" Clear Stone cover

4"Ø Big'O' w/Geo Mat.

1/2" Gyp. CeilingMetal Channels OR 1"x3" Wood Strapping6 mil Poly (CGSB)R50 Insulation (Min)

Asphalt ShinglesRoofing FeltEave Protection to 12" Past Interior Face of Exterior Wall1/2" Plywood OR 7/16" OSB Sheathing w/ H-ClipsPre-Engineered Roof Trusses @24"c.c.

1'-6"

Ice Shield

Refer toElevations

Top Plate

GRADE LINE

Footing onUndisturbed Soil or Bedrock Support Footing

20"x8" (min)

6" Granular

Drainage Layer

Maintain 2" Air SpaceAbove Insulation

2"x10" LargeFascia Board

Alum. Fascia &Vented Soffit (Typ)

R10 Rigid Insulation24" Below Grade (min)



1'-6"

Ice Shield

Refer toElevations

Top Plate




Provide Weep Holes@32" o.c. (min)

Block-Lok BL607Brick Ties @ 16"x24"

5" Conc. Slab2" Type 2 E.P.S. (*opt)6" - 3/4" Crushed Stone 0

'-6"

(min

)

6 mil Poly VBR19+R5 Cont' Insul (min)

2"x6" Sill Platew/ Sill Plate Gasket

1/2" Ø AnchorBolts @ 7'-10" o.c.

5'-0

" (m

in)

8" Concrete FoundationAsphalt Fnd. Coating

Parging (Exposed Areas)

Insulation of Garage Optional

To Be Confirmed by Builder

FIN.FLR. - Garage

±10-0" (Per Site Conditions)

FIN.FLR. - Garage

±10-0" (Per Site Conditions)

2"x4" Shear Key

6" Clear Stone cover

4"Ø Big'O' w/Geo Mat.

GRADE LINE


20"x8" (min)

6" Granular

Drainage Layer


5" Conc. Slab2" Type 2 E.P.S. (*opt)6" - 3/4" Crushed Stone 0

'-6"

(min

)



5'-0

" (m

in)




Flashing

2"x4" Shear Key

8" to Frame Garage

SCALE = 1/2" = 1'-0"

Typ Section "A"10" to Frame Garage

SCALE = 1/2" = 1'-0"

Typ Section "B"

Bridging @ 48"c.c. Vert. Bridging @ 48"c.c. Vert.

Siding VeneerWeather Barrier7/16" AspeniteR19 + R5 Cont' Insul (min)2"x6" Frame Wall @16"c.c6 mil Poly (CGSB)1/2" Gyp. Wallboard

Stone / Brick Veneer1" Air SpaceWeather Barrier7/16" AspeniteR19 + R5 Cont' Insul (min)2"x6" Frame Wall @16"c.c6 mil Poly (CGSB)1/2" Gyp. Wallboard

Insulation of Garage Optional

To Be Confirmed by Builder

Truss Design May Vary PerPre-Engineer Truss Supplier


6" Clear Stone cover4"Ø Big'O' w/Geo Mat.

5'-0

" (m

in) to

7'-4

" (m

ax)


SCALE = 1/2" = 1'-0"


4" Conc. Slab2" Type 2 E.P.S. (*opt)6" - 3/4" Crushed Stone

1'-6"

Ice Shield

Refer toElevations

Desired Floor Finish5/8" OR 3/4" OSB BoardFloor Joist System(Per Manufacturer/Supplier)Metal Channels OR 1"x3" Wood Strapping1/2" Gyp. Ceiling

Top Plate

FIN.FLR. - Main

FIN.FLR. - Base

Top Foundation

GRADE LINE


22"x8" (min)

2"x4" Shear Key

6" GranularDrainage Layer






7'-6

" OR 8

'-6" (

Per

Bui

lder

)8

'-0" O

R 9

'-0" (

Per

Bui

lder

)

10" to Frame : Typ Section "D"

6 mil Poly VBR12 + R5 Cont' Insul (min)

1/2" Gyp. Wallboard6 mil Poly (CGSB)

2"x4" Frost Wall (min)R12 + R5 Cont' Insul (min)




Provide Weep Holes@32" o.c. (min)

3'-0

"

Flashing


Stone / Brick Veneer1" Air SpaceWeather Barrier7/16" AspeniteR19 + R5 Cont' Insul (min)2"x6" Frame Wall @16"c.c6 mil Poly (CGSB)1/2" Gyp. Wallboard


6" Clear Stone cover4"Ø Big'O' w/Geo Mat.

5'-0

" (m

in) to

7'-4

" (m

ax)


SCALE = 1/2" = 1'-0"


4" Conc. Slab2" Type 2 E.P.S. (*opt)6" - 3/4" Crushed Stone

1'-6"

Ice Shield

Refer toElevations

Desired Floor Finish5/8" OR 3/4" OSB BoardFloor Joist System(Per Manufacturer/Supplier)Metal Channels OR 1"x3" Wood Strapping1/2" Gyp. Ceiling

Top Plate

FIN.FLR. - Main

FIN.FLR. - Base

Top Foundation

GRADE LINE


20"x8" (min)

2"x4" Shear Key

6" GranularDrainage Layer


2"x6" Fascia Board




7'-6

" OR 8

'-6" (

Per

Bui

lder

)8

'-0" O

R 9

'-0" (

Per

Bui

lder

)

8" to Frame : Typ Section "C"

6 mil Poly VBR12 + R5 Cont' Insul (min)

1/2" Gyp. Wallboard6 mil Poly (CGSB)

2"x4" Frost Wall (min)R12 + R5 Cont' Insul (min)





Siding VeneerWeather Barrier7/16" AspeniteR19 + R5 Cont' Insul (min)2"x6" Frame Wall @16"c.c6 mil Poly (CGSB)1/2" Gyp. Wallboard


NOT ISSUED FOR C

ONSTRUCTION

P R E L I M

I N A

R Y






PROJECT:



BCIN. NO. 42369




FOUNDATION / BASEMENT Annable Designs P R E L …COMPLETION DATE:APRIL 2016 COMPUTER NO:551-ARCH.DWG...

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Transcript of FOUNDATION / BASEMENT Annable Designs P R E L …COMPLETION DATE:APRIL 2016 COMPUTER NO:551-ARCH.DWG...