TACBOC STANDARD DETAILS
THESE DRAHIN6S ILLUSTRATE SOME OF THE MINIMUM ONTARIO BUILDIN6 GODE REQUIREMENTS HHIGH
APPLY TO TYPICAL RESIDENTIAL GONSTRUGTION IN THE 6REATER TORONTO AREA, AND ARE PROVIDED
FOR INFORMATION PURPOSES ONLY. THEY DO NOT NECESSARILY REPRESENT EVERY DETAIL OF BUILDIN6
GONSTRUGTION, OR ALL MINIMUM STANDARDS HHIGH APPLY. FOR MORE DETAILED INFORMATION ABOUT
GONSTRUGTION RE6ULATIONS REFER TO THE ONTARIO BUILDIN6 GODE, YOUR MUNICIPAL BUILDIN6
DEPARTMENT, OR A QUALIFIED DESI6NER.
CLIMATIC DESicSN REQUIREMENTS
THESE DETAILS APPLY TO ZONE I NON-ELEGTRIG 5PAGE HEATIN6 ONLY. AREAS OUTSIDE 6REATER
TORONTO MAY BE SUBJECT TO DIFFERENT GLIMATIG CONDITIONS HHIGH MAY SI6NIFIGANTLY AFFEGT
GONSTRUGTION REQUIREMENTS. THE GLIMATIG DESI6N DATA HHIGH APPLIES TO THE SPEGIFIG BUILDIN6
LOCATION SHOULD BE CONFIRMED BEFORE ADOPTIN6 ANY OF THE DETAILS IN A PROPOSED DESI6N.
GLIMATIG DESI6N INFORMATION MAY BE FOUND IN THE SUPPLEMENTARY STANDARD SB-1 OF THE
200b ONTARIO BUILDIN6 GODE.
These drawings and are provided
for information purposes only.
TABLE OF CONTENTS
SECTION A
APPLICATION cSUIDE
SECTION c, CARPORTS
AOI
BUILDIN6 PERMIT a t A
GO Ia
A02
DRAHIN6 REQUIREMENTS FOR
A RESIDENTIAL ADDITION
GOib
A TTAGHED CARPORT
Sloping ~ Flat Roof Tables 4: Notes
GO Ic.
A TTAGHED CARPORT
A TTAGHED CARPORT
Sloping ~ Flat Roof Plan II: Section
They do not necessarily represent
every detail of building
construction, or all minimum
standards which apply.
A03a
SAMPLE DRAHIN6
Site Plan
A03b
Basement Plan
A03c.
SAMPLE DRAHIN6
A03d
SAMPLE DRAHIN6
A03<0
SAMPLE DRAHIN6
Elevation
A03f
SAMPLE DRAHIN6
A03g
SAMPLE DRAHIN6
Ground Floor Plan
Elevation
Elevation
GOld
A TTAGHED CARPORT
Flat Roof, Details
GOI<O
A TTAGHED CARPORT
Gable Roof Plans ~ Sedion
GOlf
A TTAGHED CARPORT
Gable RooF, Details
SECTION D, DECKS
DOia
Cross Section
A03h
Sloping Roof, Details
SAMPLE DRAHIN6
HOOD DEGK
Fixed to Solid Nasonr~ Foundation IA!all
Plan It Section
SAMPLE DRAHIN6
Construction Specifications
For more detailed information
about construction regulations
refer to the Ontario Building Code,
or a BCIN qualified designer.
A031
SAMPLE DRAHIN6
DOib
HOOD DEGK
Fixed to Brick Veneer $ rlood Frame
Plan II: Section
Schedules
DOle.
SECTION B, BASEMENT ALTERATIONS
HOOD DEGK
Stair Section
Latera I Support for Free Standing De<Oks
BOla
BASEMENT HALKOUT
DOid
Plan It Sections
BOib
UNDERPINNIN6
Tables .$ Notes
D02
Sections
BOle.
GONGRETE PORGH 4 GOLD GELLAR
Plans, Sections .$ Notes
BENGH-TYPE UNDERPINNIN6
Section $ Notes
BOld
HOOD DEGK
SECTION F, FIREPLACES
UNDERPINNIN6
Plan, Elevation It Notes
B02a
BASEMENT AGGESSORY APARTMENT
Building Code Requirements - Existing
B02b
BASEMENT AGGESSORY APARTMENT
FOia
MASONRY FIREPLACE
F'lan 4 Se:c.tion
FOib
MASONRY FIREPLACE
Details
Sample Plans and SpeciFications
TITLE
TACBOC TABLE OF CONTENTS
STANDARD DETAIL
DWG. NO.
TO Ia
03-2012
TACBOC STANDARD DETAILS
THESE DRAHIN6S ILLUSTRATE SOME OF THE MINIMUM ONTARIO BUILDIN6 GODE REQUIREMENTS HHIGH
APPLY TO TYPICAL RESIDENTIAL GONSTRUGTION IN THE 6REATER TORONTO AREA, AND ARE PROVIDED
FOR INFORMATION PURPOSES ONLY. THEY DO NOT NECESSARILY REPRESENT EVERY DETAIL OF BUILDIN6
GONSTRUGTION, OR ALL MINIMUM STANDARDS HHIGH APPLY. FOR MORE DETAILED INFORMATION ABOUT
GONSTRUGTION RE6ULATIONS REFER TO THE ONTARIO BUILDIN6 GODE, YOUR MUNICIPAL BUILDIN6
DEPARTMENT, OR A QUALIFIED DESI6NER.
CLIMATIC DESicSN REQUIREMENTS
THESE DETAILS APPLY TO ZONE I NON-ELEGTRIG 5PAGE HEATIN6 ONLY. AREAS OUTSIDE 6REATER
TORONTO MAY BE SUBJECT TO DIFFERENT GLIMATIG CONDITIONS HHIGH MAY SI6NIFIGANTLY AFFEGT
GONSTRUGTION REQUIREMENTS. THE GLIMATIG DESI6N DATA HHIGH APPLIES TO THE SPEGIFIG BUILDIN6
LOCATION SHOULD BE CONFIRMED BEFORE ADOPTIN6 ANY OF THE DETAILS IN A PROPOSED DESI6N.
GLIMATIG DESI6N INFORMATION MAY BE FOUND IN THE SUPPLEMENTARY STANDARD SB-1 OF THE
200b ONTARIO BUILDIN6 GODE.
Click on the title to view the drawing
TABLE OF CONTENTS
SECTION A
APPLICATION cSUIDE
SECTION c, CARPORTS
AOI
BUILDIN6 PERMIT a t A
GO Ia
A02
DRAHIN6 REQUIREMENTS FOR
A RESIDENTIAL ADDITION
A TTAGHED CARPORT
Sloping ~ Flat Roof Plan II: Section
GOib
A TTAGHED CARPORT
Sloping ~ Flat Roof Tables 4: Notes
GO Ic.
A TTAGHED CARPORT
A03a
SAMPLE DRAHIN6
Site Plan
A03b
Sloping Roof, Details
SAMPLE DRAHIN6
Basement Plan
A03c.
SAMPLE DRAHIN6
A03d
SAMPLE DRAHIN6
A03<0
SAMPLE DRAHIN6
Elevation
A03f
SAMPLE DRAHIN6
A03g
SAMPLE DRAHIN6
Ground Floor Plan
Elevation
Elevation
GOld
A TTAGHED CARPORT
Flat Roof, Details
GOI<O
A TTAGHED CARPORT
Gable Roof Plans ~ Sedion
GOlf
A TTAGHED CARPORT
Gable RooF, Details
SECTION D, DECKS
DOia
Cross Section
A03h
SAMPLE DRAHIN6
A031
SAMPLE DRAHIN6
HOOD DEGK
Fixed to Solid Nasonr~ Foundation IA!all
Plan It Section
Construction Specifications
DOib
HOOD DEGK
Fixed to Brick Veneer $ rlood Frame
Plan II: Section
Schedules
DOle.
SECTION B, BASEMENT ALTERATIONS
HOOD DEGK
Stair Section
Latera I Support for Free Standing De<Oks
BOla
BASEMENT HALKOUT
DOid
Plan It Sections
BOib
UNDERPINNIN6
Tables .$ Notes
D02
Sections
BOle.
GONGRETE PORGH 4 GOLD GELLAR
Plans, Sections .$ Notes
BENGH-TYPE UNDERPINNIN6
Section $ Notes
BOld
HOOD DEGK
SECTION F, FIREPLACES
UNDERPINNIN6
Plan, Elevation It Notes
B02a
BASEMENT AGGESSORY APARTMENT
Building Code Requirements - Existing
B02b
BASEMENT AGGESSORY APARTMENT
FOia
MASONRY FIREPLACE
F'lan 4 Se:c.tion
FOib
MASONRY FIREPLACE
Details
Sample Plans and SpeciFications
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC TABLE OF CONTENTS
STANDARD DETAIL
DWG. NO.
TO Ia
03-2012
I
TABLE Of CONTENTS
I
SECTION G: GARAGES
SOl"
ATTAC.HED SARASE
SECTIONS: SPECIFICATIONS
SOl"
Plan $ Sections
SOib
Exc.avation, Concrete
ATTAC.HED SARASE
.$ tviasonr~
Tables It Notes
SOl.:;
ATTAC.HED SARASE
Sloping Roof V</
Frame V<all Details
SOic:l
ATTAC.HED SARASE
Sloping Roof 4
Brick Veneer Details
SOle
ATTAC.HED SARASE
Sloping Roof 4
Solid Jv1asonr~ Details
so IT
ATTAC.HED SARASE
Flat Roof 4
Frame V<all Details
so1g
ATTAC.HED SARASE
Flat Roof 4
Bric.k Veneer Details
solh
SOil
SOib
SOl.:;
General Information
Elec.tric.al, Hec.hanic.al
SOic:l
Struc tura I Span
Tables a Notes
SECTION 01: ii'IALL SECTIONS ¢ DETAILS
v-101
FRAME v-IALL SEC.TION
Fe II Basement
BRIC.K VENEER v-IALL SEC.TION
Fe II Basement
ii'!OB
DELETED
ATTAC.HED SARASE
6aspraofing 4
v-104
C.RAv-IL SPAC-E
Heated 4 Unheated
DETAC.HED SARASE
Sloping or Flat Roof
v-105
ii'!Ob"
ii'!Obb
HOB"
NEv-I ROOF ATTAC.HED TO
EXISTINS FRAME v-IALL
Sloping Roof
v-1011:;>
NEv-I ROOF ATTAC.HED TO
EXISTINS BRIC.K VENEER v-IALL
Sloping Roof
v-101.:;
NEv-I ROOF A TT AC.HED TO
EXISTINS SOLID MASONRY v-IALL
Sloping Roof
UNIVERSAL BARRIER FREE TOILET ROOM
Tables 4 Nates
v-108"
NEv-I ROOF ATTAC.HED TO
EXISTINS FRAME v-IALL
Flat Roof
BARRIER FREE RAMP
v-1081:;>
NEv-I ROOF ATTAC.HED TO
EXISTINS BRIC.K VENEER v-IALL
Flat Roof
ii'!08C.
NEv-I ROOF A TT AC.HED TO
EXISTINS SOLID MASONRY v-IALL
Flat Roof
DETAC.HED SARASE
Solid Nasonr~ Details
BARRIER FREE v-IASHROOM
Requirements .$ Construction
HOBb
BARRIER FREE RAMP
Construction Details
SECTION P: PLUMBING SYSTEMS
POl
RESIDENTIAL FLUMBINS
v-10~"
STORM AND SANITARY PUMPS
ii'IO~b
SREYv-IATER REC.YC.LINS
v-110"
SFEC.IFIC.ATIONS-FLUMBINS
FRAME PARTY v-IALL
Vertic.al Sec.tion
Sc.hematic. Plan 4 Notes
F04
SEC.OND STOREY ADDITION
Naintain Existing Ceiling
Schematic Plans
FOB
SEC.OND STOREY ADDITION
Ceiling Replacement
Schematic Plan
F02
FLAT ROOF DETAIL
v-101"
DETAC.HED SARASE
Grab Bar Hall Reinforcing
H02
a Ventilation V.V Alternative
Insulation .$ Ventilation 01/ Alternative
DETAC.HED SARASE
SECTION H: BARRIER FREE
HOI
SLOFINS ROOF DETAIL
Insulation
Brick Veneer Details
S02e
SLAB ON SRADE
Frame .$ Bric.k Veneer Halls
DETAC.HED SARASE
Frame Details
S02c:l
SFEC.IFIC.ATION
BUILDINS C.ODE STANDARDS
v-102
Tables .$ Notes
S02.:;
SFEC.IFIC.ATION
BUILDINS C.ODE STANDARDS
ATTAC.HED SARASE
Flat Roof 4
Solid Nasonr~ Details
Plan .$ Sections
S02b
SFEC.IFIC.ATION
BUILDINS C.ODE STANDARDS
Hood Frame Construction
.$ lnsu Iat ion
Insulation Details
S02"
SFEC.IFIC.ATION
BUILDINS C.ODE STANDARDS
v-I lOb
FRAME PARTY v-IALL
Details
Notes
ii'IIOc
FRAME PARTY v-IALL
v-IIOc:l
FRAME PARTY v-IALL
Service Details
Elevation 4
Plan Details
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC TABLE OF CONTENTS
STANDARD DETAIL
DWG. NO.
TOib
03-2012
BUILDING PERMITS HUST BE OBTAINED BEFORE YOU START HORK ON A NEH HOUSE, AN ADDITION, OR
ANY ALTERATIONS TO AN EXISTING HOUSE HHICH ARE SIGNIFICANT IN NATURE. PERMITS ARE GEARED
TO THOSE PROJECTS HHERE HEALTH< SAFETY HATTERS ARE INVOLVED, AND EXIST TO PROTECT YOU,
OTHER HOHEOHNERS, BUILDING OCCUPANTS, FUTURE OHNERS AND THE COHHUNITY.
HHEN DO I NEED A PERMIT 7
CONTACT YOUR. LOCAL MUNICIPAL OFFICE FOR. SPECIFIC
PER.HIT REQUIREMENTS FOR. ANY PARTICULAR. PROJECT.
PERMITS AR.E NOR.MALLY R.EGlUIR.ED FOR..
2
Bcilding an~ detached structure larger than 10m
PERMITS ARE NOT NOR.MALLY R.EGlUIR.ED FOR..
2
Detached structures IOm or less in area
Building an~ addition to ~our home
Decks V'-lhich are 600mm or less from grade
Raised porches or decks
Replacement of HincloHsl doors, roofing or siding
Carports or garages
NeH interior Hall, floor or ceiling finishes
Structural alterations
Hoving or lifting ~our hocse
Installing a ~ood stove or fireplace
Partitioning a basement or adding a basement entrance
Repairs to chimne~s~ porc.hesl decks or roofs
rlaterproofing repairs to a basement
Replacement of plumbing fixtures
Replacement of a fur-nac.e
Great ing an apartment in ~our house
Altering or adding an~ plumbing
Demolishing a house
HOH DO I GET A PERMIT?
I. Prepare drar~ings Hhic.h accur-atel~ and to scale describe the construction ~ou pr-opose. Standard
technical details are available at ~our local municipal office to assist in the preparation of ~our plans.
The attached sample plans are an example of the scope of draHings usuall~ required far an addition
to a house. THESE DRAHINGS ARE NOT INTENDED FOR USE IN YOUR PERMIT APPLICATION. IF ~ou have
someone else prepare ~our- plans, ensure the designer has the appropriate qualific.ations required in
the building code. It is usuall~ advisable to verif~ Nith ~our local municipal office that ~our proposed
site plan y.jill meet local zoning standards before ~ou prepare the complete construction plans.
2. Visit ~our- local municipal office, and complete a building permit application.
3. Pr-ovide the required number of copies (usuall~ 2 or 3) of the construction draHings, including a site plan.
4.
Pa~
the permit Fee.
5. IF the approval of other agencies such as the Conservation Authorit~ applies to ~our application,
contact the agenc~ and appl~ For- appr-oval. Your local municipalit~ can advise ~au if an~ outside agenc~
approvals appl~ to ~our appfic.ation.
HHEN HILL I GET THE PERMIT?
Your permit Hill usual I~ be issued Hithin 10 to 15 business da~s if ~our draHings are c.omplete and the
proposed construction meets local zoning standards and the Ontario Elcilding Code. IF the approval of
other agencies is r-equired due to the location of ~our construction, such as the Conservation Authorit~,
the permit ma~ be dela~ed.
HHAT DO I HAVE TO DO AFTER I GET THE PERMIT?
RevieN ~ocr approved permit draNings before ~ou start Nork, and keep them on the project site at all
times. Hake Harking copies if necessar-~. The permit must be posted in a conspicuous place on ~our­
pr-opert~ prior to starting Hark. You can commence constr-uction an~ time after obtaining the permit and
~our permit Hill remain valid for a minimum of six months. Local utilities such as h~dro, gas and telephone
operate independent!~ from ~our municipalit~ and should be contacted regarding their specific approval
and inspection requirements. All utilities must be contacted pr-ior to commencing an~ excavation to
determine the location of an~ nearb~ underground services.
Inspection requirements are normall~ noted on ~our permit draHings or the permit itself and must be
arranged b~ contacting the municipal building inspection office prior to covering the Hork. Far a house
addition, an inspection is usuall~ required for footings a: foundations, structural framing, plumbing, heating,
insulation and vapour- barrier-s and final inspec.tions before using the neH spac.e. Smaller- projects suc.h as
decks, garages and minor alterations Hill usuall~ involve fey.jer inspections.
If changes to the approved Hark are anticipated, speak Hith the inspector to determine if a revision to
permit is required. PLEASE REHEHBER TO HORK SAFELY!
~our
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC BUILDING PERHIT Q $ A
STANDARD DETAIL
DWG. NO.
AOI
2007
A small housing addition Nill usuall~ require the submission of the folloNing draNings.
All draNings must be
accurate!~ drarm to scale, ln lnk. If the draHings are prepared b~ someone other than the
oHner, the
designer must have the qualifications specified in the building code.
SITE PLAN
A SITE PLAN is a dmNing shoNing the Gomplete propert~ and identif~ing all structures in relation to the
propert~ boundaries. A propert~ surve~ is commonl~ used as a template for developing the site plan.
The site plan should include:
•
Scale
•
North arroH
•
Street loc.ation 4 name
•
Lot lines .$. dimensions to all buildings
•
Existing
•
Proposed changes to existing grade
~
proposed buildings
FLOOR PLANS
A FLOOR PLAN is a draNing of the stru<Oture as seen as if it is wt horizontal I~ a feN feet above the
Floor line. One floor plan is required For ever~ floor of the house Hhich is affected b~ the neH
c.onstruc.tion. Each plan shor-~s the inter-ior la~out of the level in question as Viell as providing the
5tructural framing information for the floor or roof above. Floor plans should include:
•
Scale
•
Use of rooms ~ spoces (Iobei)
•
Dimensions
•
Extent of neH construction including neH Hork Hithin existing building
•
Size, t~pe and location of exterior and interior Halls and partitions
•
rlidths, locations and lintel sizes of all openings
•
Location! dimensions and direction of stairs
•
References to detailed draHings
•
Haterial specifications or notes
•
Heating and ventilation details
•
Location of smoke alarms and carbon monoxide detectors
ELEVATIONS
ELEVATIONS shaH the exterior vieH of each side of the house. Each elevation is identified b~ the
direction it is facing, and should include:
•
Scale
•
Extent of neH a existing construction
•
Dimensions of Halls, HindoHs 4 doors
•
6rade level
•
Exterior Hall cladding, finishes It flashing
•
Overhang dimensions
•
Roof shape, slope <1 finish
•
Rain Hater leader <1 eavestrough
SECTIONS and DETAILS
A SECTION represents a vieH of the house along an imaginar~ line at a particular location, a illustrates
construction details. The extent of the section should correspond Hith the sectional arroH shor~n on
the plans. Sections should indicate the follor~ing:
•
Scale
•
Details of footings, foundations, Halls, floors <1 the roof
•
Distance From grade to floor <1 underside of footing
•
Attic 4 c.raHI 5pac.e ventilation
Some aspects of the project ma~ require some specific details, such as engineered roof truss draHings.
An inventor~ of sb:::mdord construction detoils is ovoiloble from ~our locol municipol office! Hhic.h con be
These drawings
and are provided
for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
used
to augment
~our plans.
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC DRAIAIING REQUIREMENTS
STANDARD DETAIL
FOR A RESIDENTIAL ADDITION
DWG. NO.
A02
2007
EXISTING
SHED
LOT 8
LOT Cl
1'130mm
LOT 10
B050mm
SITE PLAN
HAINTAIN EXISTING
DRAINAGE SHALE
SCALE 1.:200
SKETCH OF SURVEY OF
LOT~
REG.'D FLAN 4220
CITY OF TORONTO
B.C. TRANSIT. O.L.S.
DECEHBER 31ST, ~~~~
EXISTIN5
I STOREY
ElRICK 4
FRAME
DY-IELLIN5
NO. 58>
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EXISTIN5
2 STOREY
ElRICK ~
DV>IELLING
EXISTIN5
I STOREY
ElRICK 4
DY-IELLIN5
NO. 40
NO.S6
EXISTIN5
DRIVEHAY
1.2200rrrn
KHALMUR CRESCENT
I
I
"
LOT '1
I
EXISTING
ADDITION
TOTAL
B6.5.2m2
24.15m2
II0.05m2
1'1.0
---------
NI£A
86.52m2
24.15m2
IIOb5m2
1'1.0
348.5'1m2
LloNOSCAPED
-------------
-------------
-------------
STOREY
I STOREY
I STOREY
4550mm
4550mm
4550mm
ZONING
R2 Z0.6
DESCRIPTION
LOT
C:VIEJMG£
GROSS FLOOR
NI£A
NO. OF S7f1R/£S
HEICHT
ETH
DEPTH
PloRIIING
I
LOT NO:
PI.AN NO:
42.20
'lG!50mm
1<::j5Qmm
1'150mm
120''15mm
5050mm
15145mm
-------------
-------------
-------------
LOT FRONTAGE
LOT NI£A
580b4m.2
ALLOII£0
"
---------
0.0
1.2200mm
5£TBACKS
FRONT
Ylolill
R£loR
Ylolill
INTER/af
IOOOOmm
-------------
510£(-)
I
LOT DEPTH
58110mm
EXISTING
PROPOSED
1620mm
1620mm
183"10mm
12'101mm
3050mm
3050mm
1220mm
1220mm
-------------
-------------
INTER/af
510£(-')
I!OOOmm
EJITER/af
-------------
NOTE.
ZONING
VARY
IN EVERY
HUNICIFALITY.
CONTACT
YOUR
LOCAL
HUNICIFAL
FOR
These
drawings
and areRESTRICTIONS
provided for information
purposes
only. They
do not necessarily
represent every
detail
of building
construction,OFFICE
or all minimum
SPECIFIC
OTHER
LIHITATIONS
IN YOUR
AREA.
standards which
apply. ForSETBACKS
more detailed AND
information
about
construction regulations
refer
to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC SAHPLE DRAJAIIN6
STANDARD DETAIL
SITE PLAN
owe. NO.
A03a
2007
405
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BASEMENT PLAN
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
SCALE 1:50
TITL£
TACBOC SAMPLE DRAV'liNG
STANDARD DETAIL
BASEMENT PLAN
DWG. NO.
A03b
2007
r
405mm
l'12lmm ADDITION
1'180mm
2l4lmm
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TITLE
TACBOC SAMPLE DRAI.AIING
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TITLE
TACBOC SAMPLE DRAlAIING
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o-
zCl
"' "'"'
CONNECT DRAIN TO,
- STORH SEHER
- SUHP PIT OR
SANITARY SEHER
IN BUILDING IF A
TRAP .$ GLEANOUT
IS PROVIDED
SECTION 'A'
UNDERPINNING
BEYOND SEE
DETAIL BOib 4 BOlo
These drawings and are provided for information
purposes only. They do not necessarily represent every
detail of building construction, or all minimum standards
which apply. For more detailed information about
construction regulations refer to the Ontario Building
Code, or a qualified designer.
U/S OF FOOTINGS
$ STEP FOOTINGS
MIN. 1200mm
BELOH GRADE
fl&f'+------j PROPOSED
DOOR
OUTSIDE
HASONRY OR
POURED CONC. f----,fi--,f
SEE NOTE NO.I I
EXTERIOR SLAB
1!5mm POURED CONCRETE
~--+1-1-1--f----- :32HPa H/ 5% TO 8%
AIR ENTRAINHENT
IOOmm CRUSHED STONE
INSIDE
EXISTING
BASEHENT f.--~
SLAB
IOOmm HEEPING TILE
01/ 150mm STONE
GOVER GONNEGT
TO EXISTING
CLEANOUT
CONNECT DRAIN TO,
- STORN SEHER
- SUNP PIT
-SANITARY SEHER
IN BUILDING IF A
TRAP $ GLEANOUT
IS PROVIDED, AND
IS AUTHORIZED BY
THE HUNIGIPALITY
SECTION 'B'
CLEAN U/S OF
EXISTING FOOTING
PRIOR TO POURING
OF NEH CONCRETE
RSI 1.41 RIGID
INSULATION TO
MIN. 600mm
BELOH GRADE
TITLE
TACBOC BASEMENT WALKOUT
STANDARD DETAIL
PLAN* 5EGTION5
L__ _ ___j
15HPa POURED
CONCRETE UNDERPINNING
THE FULL HIDTH OF
THE EXISTING FOOTING
DWG. NO.
BOla
2007
NON CORROSIVE
f----+----1 NETAL ANCHOR
STRIP
NA.TERPROOFIN6
111-~":!--+-1 HEHBRANE EXTEND
150mm ABOVE 6RADE
~
~
EXISTIN6 ADJACENT
FOUNDATION HALL
AND FOOTIN6
,_~
\J1
~
GLEAN U/5 OF
EXISTIN6 FOOTIN6
PRIOR TO POURIN6
OF NEH CONCRETE
DRAINA6E
LAYER
EXISTING
V'IEEPING TILE
BASEHENT SLAB
15mm POURED CONCRETE
15HPa VV 15mm POLY
25HPa JA!ITHOUT POLY
IOOmm CRUSHED STONE
AN6LE OF REPOSE
DO NOT DISTURB
6ROUND IN THIS
AREA SEE NOTE 'I'
1--J---r------:;t-
ON SHEET BOld
10
RELIEF HOLES ~ INT.
DRAINAGE TO BE
DESIGNED BY A
QUALIFIED PERSON
SEE DETAIL
SHEET BOld
15HFa POURED
L- - - - - - - - - - j CONCRETE UNDERPINNING
UNDERPINNING fROM INSIDE
THE FULL r!IDTH OF
THE EXISTIN6 FOOTIN6
,_
r
<Jl
ill
r
RSI 5_52
INSULATION
z
\)
,_
1
D
z
~
G
tL
EXISTING ADJACENT
FOUNDATION HALL
AND FOOTING
~
~
xw
'il
0
-,
APPLY NEH
DAHPPROOFIN6
OVER EXISTING '-----nl
DAHPPROOFING I
AND ON NEV'l
UNDERPINNING
11'
0
x -'tL0
"I 0
tL
E
E
0
Cl
~
"' ,_0
N
CLEAN U/S OF
EXISTING FOOTING
PRIOR TO POURING
OF NEH CONCRETE
DRAINAGE
LAYER
"!
NO. 15 BUILDING
PAPER
I-----
NErl IOOmm DIA.
HEEPIN6 TILE
JAV 150mm CRJJSHED
STONE COVER
o.
0·.·•· o() 0·'· o. 0
0
0
.
.
0
.
0
•
BASEMENT SLAB
15mm POURED CONCRETE
ISHPa W 15mm POLY
25HPa V'IITHOUT POLY
IOOmm CRUSHED STONE
Q. ·::
0
10
SEE DETAIL
SHEET BOld
UNDERPINNING fROM OUTSIDE
TITLE
TACBOC UNDERPINNING
STANDARD DETAIL
5EGTION5
ISHPCI POURED
L- - - - - - - - - - j CONCRETE UNDERPINNING
THE FULL HIDTH OF
THE EXISTING FOOTING
These drawings and are provided for information purposes only. They
do not necessarily represent every detail of building construction, or all
minimum standards which apply. For more detailed information about
construction regulations refer to the Ontario Building Code, or a
qualified designer.
DWG. NO.
BOib
03-2012
PROVIDE TEMPORARY LATERAL
RESTRAINT TO BOTTOH OF
J.-iALL UNTIL THE PERIHENT
CONSTRUCTION IS IN PLACE
400xl00mm POCKET5
® 800mm O.C. 0V IOH
HAIRPINS ====::J 300mm
+ 15H BAR CONT.
IOOmm
25mmt=
IOOmmJ__
r--
=!15mm
_JIOOmm
IOH @ 400mm O.C.
DOV'IEL5 +
15H BAR CONT.
kJ_
=L
HIN.
IOOmm DIA. V'lEEPIN6 TILE I
0V FILTER CLOTH AND
f-------_j
HIN. 15mm SURROUND OF I
1<1mm CLEAR A66RE6ATE
GENERAL NOTES
I. EXCAVATION FOR THE PROPOSED 010RK SHOULD NOT
UNDERHINE THE FOUNDATIONS OF ADJOININ6 BUILDIN6S,
OR CAUSE DAHA6E TO UTILITIE5, ROAD5 AND 51DEJ.-iALK5.
A HAXIHUH 1:10 AN6LE OF REPOSE SHALL BE MAINTAINED
UNLESS OTHERV'liSE CERTIFIED BY A 6EOTECHNICAL EN61NEER
.2. PROVIDE ALL BRACIN6, SHORING AND NEEDLING NECESSARY
FOR THE SAFE EXECUTION OF THIS V'lORK.
B. CONCRETE STRENGTH SHALL BE A HINIMUH 15HPa AT .28 DAYS
LOV'-JERING
OFprovided
BASEMENT
FLOOR
INSIDE
These drawings and are
for information purposes
only. SLAB
They do not FROM
necessarily represent
every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC BENCH-TYPE UNDERPINNING
STANDARD DETAIL
SECTIONS, NOTES
DWG. NO.
BOle
2007
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
MINIMUM ROOM AREAS
APARTMENTS FOR ONE OR TY'lO PERSONS V>IHERE 5PAC,E 15 NOT PARTITIONED
REQUIRED 5PAc-E
LIVING, DINING, KITCHEN .$. SLEEPING SPACE
I
MINIMUM AREA
I
15.5H 2 IN TOTAL
OTHER PARTITIONED APARTMENTS
LIVIN6 AREA
II.OH 2 IF LIVING AREA IS COMBINED JI'V DINING.$. KITCHEN SPACE
1.0H 2
DININO AREA
B.25H 2 IF DININ6 AREA IS COHBINED VI/ ANOTHER SPACE
KITCHEN
Gf.8H .2
8.8H 2 IF A BUlL T IN CLOSET IS PROVIDED
AT LEAST ONE BEDROOM
4.2M .2 IF THE BEDROOH AREA IS COMBINED JI'V ANOTHER SPACE
1.0H 2
0.0M 2 IF A BUlL TIN CLOSET IS PROVIDED
4.2H 2 IF THE BEDROOH AREA IS COMBINED JI'V ANOTHER SPACE
OTHER BEDROOMS
e MINIHUM CEILIN6 HEI6HT SHALL BE NOT LESS THAN ICJ50mm
MINIMUM HINDOH AREAS FOR LIGHT
LOc-ATION
MINIMUM UNOBSTRUc-TED GLA55 AREA
LAUNDRY ROOH, KITCHEN, JI'.IATER CLOSET ROOM
V'liNDOV'lS NOT REQUIRED
LIVIN6/DININ6 ROOMS
5% OF FLOOR AREA
BEDROOHS AND OTHER FINISHED ROOHS
2 1/2% OF FLOOR AREA
e r!HERE A DOOR ON THE SAME LEVEL AS A BEDROOM IS NOT PROVIDED, A HINDOJ.-i THAT IS ABLE TO BE OPENED FROM THE INSIDE
e
HITHOUT THE USE OF TOOLS PROVIDIN6 AN INDIVIDUAL UNOBSTFWCTED OPEN PORTION HAVIN6 A HINIHUH AI<.EA OF O.S5H2 J!'IITH NO
DIHENSION LESS THAN 580mm SHALL BE PROVIDED. IF THIS HINDOH OPENS INTO A HINDOH HELL, A CLEARANCE OF NOT LESS THAN
550mm SHALL BE PROVIDED IN FRONT OF THE OPERATING SASH
NEJ!'I OPENIN6S IN EXTERIOR HALLS ARE NOT PERHITTED IF THE DISTANCE FROH THE HALL TO AN ADJACENT LOT LINE IS LESS THAN l.200mm
EGRESS REQUIREMENTS
C,ONDITION5
EGRE55 PROVIDED FROM APARTMENT
A SEPARATE DOOR LEADIN6 DIRECTLY TO THE
EXTERIOR FROM THE ACCESSORY APARTMENT
SMOKE ALARNS IN EACH DHELLIN6
A 'SHARED EXIT', SUCH AS A STAIRHAY
USED BY BOTH UNITS
1/2 HOUR FIRE SEPARATION AROUND EXIT, AND INTERCONNECTED
SMOKE ALARHS IN BOTH UNITS AND ALL COHHON AREAS.
EGI<.ESS AVAILABLE ONLY THROUGH
ANOTHER DJ!'IELLING
AN E61<.ESS HINDOH HUST BE PROVIDED. INTERCONNECTED SHOKE ALARHS
MUST BE INSTALLED IN BOTH UNITS, AND ALL CONHON AREAS, OR THE ENTIRE
BUILDIN6 NUST BE SPRINKLERED, AND SMOKE ALARNS INSTALLED IN BOTH UNITS
Ec5RE55 V>IINDOV>I
V>IINDOV>I V>IELL FOR E5RE55 V>IINDOV>I
IN
l
NINIHUN AREA OF
UNOBSTFWCTED
OPENING NOT LESS r-H+THAN 0.38 )v!2
(4.1 SQ. FT.)
GRADE
4b0mm (18") OR NORE ~
FOR OPENABLE
PORTION OF HINDOH
6'--~-~ti"
l I
(3'-3'')
r--9 ~~·-s··J
----"*-,'===;
, /'
6RADE
I
IC!OOmm (2'-11") MAX.
1---~I.ABOVE FLOOR
,OR STEPS
BASEMENT
FLOOR LEVEL
I
l__j HINDOH
~··
•.~/~
I HELL
..
'
SEPARATION BETWEEN UNITS
REQUIRED FIRE 5EPARATION5/C,L05URE5
C,ONDITION5
30 HINUTE FIRE SEPARATION (12.1mm TYPE 'X' GYPSUM BD. CEILING)
SHOKE ALARH IN BOTH UNITS
15 MINUTE HORIZONTAL FII<.E SEPARATION
INTERCONNECTED SNOKE ALARMS IN BOTH UNITS
AND IN ALL CONHON AREAS
NO FII<.E SEPARATIONS
THE ENTII<.E BUILDIN6 HUST BE SPRINKLERED
20 MINUTE LABELED DOORS, UNLABELED HINIHUH 45mm THICK SOLID GORE
HOOD DOOR OR METAL GLAD
EQUIPPED HITH SELF CLOSERS
UNRATED CLOSURES
THE APARTHENT FLOOR AI<.EA HUST BE SPRINKLERED
SMOKE ALARMS AND CARBON MONOXIDE DETECTORS
REGIUIRED SMOKE AL.ARMS
HAY BE BATTERY OPERATED EXCEPT r!HERE SNOKE ALARMS ARE REOUII<.ED TO BE
INTERCONNECTED DUE TO SEPARATION BETWEEN UNITS AND E5RESS REQUIREMENTS.
ALARHS MUST BE LOCATED ON OR NEAR THE CEILIN6 HI THIN 5H OF BEDROOM DOORS.
J!'IITHIN EACH DHELLING UNIT
REGIUIRED C.AR60N MONOXIDE DETEGTORS
HITHIN EACH Dr!ELLIN6 UNIT ADJACENT
TO EACH SLEEPIN6 AREA
HUST CONFORH TO CAN/CSA-6.1'1 OR UL 2034. CO DETECTORS
HAY BE BATTERY OPERATED OR PLUGGED INTO AN ELECTRICAL OUTLET.
PLUMBING, HEATING AND VENTILATION
CENTRAL HEATIN6 SYSTEH
EXISTING SYSTEH HAY SERVE BOTH UNITS PROVIDED
i) BOTH UNITS ARE EQUIPPED J!'IITH SMOKE ALARHS, AND
II) A SMOKE DETECTOR IS INSTALLED IN THE SUPPLY OR RETURN AIR
DUCT SYSTEH J!'IHICH HOULD TURN OFF THE FUEL SUPPLY AND
ELECTRICAL P00J.ER TO THE HEATIN6 SYSTEM UPON ACTIVATION.
NATURAL VENTILATION (OPENABLE HINDOHS/DOORS)
FOR LIVIN6/DININ6 ROOHS, BEDROOMS, KITCHEN
HINIHUH 0 ..28H 2 (3SQ. FT.)
NATURAL VENTILATION (OPENABLE HINDOH)
FOR BATHROOMS OR IAIATER CLOSET ROOMS
HINIHUM O.OC!H 2 (O.C!ISO. FT.)
NECHANIGAL VENTILATION, IF NATURAL VENTILATION
IS NOT PROVIDED
ONE-HALF AIR CHANGE PER HOUR IF THE ROOH IS HECHANICALLY
COOLED IN SUHHER, AND ONE AIR CHANGE PER HOUR IF IT IS NOT.
PER ROOH OR COHBINATION OF ROOHS
REQUIRED PLUM61NG FAC,ILITIE5
e KITCHEN
SINK
e not
BATHROOM
LAVATORY,
TOILET
AND BATHTUB
OR or
SHOIAIER
STALL
These
drawings
and are providedefor
information
purposes only. They do
necessarilyYiiTH
represent
every detail
of building
construction,
all minimum
LAUNDRY
FACILITIES
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC BASEMENT ACCESSORY APARTMENT
STANDARD DETAIL
BUILDING C.ODE REQUIREMENTS - EXISTING BUILDING
DWG. NO.
B02a
2007
These drawings and are provided for information
purposes only. They do not necessarily represent
every detail of building construction, or all
minimum standards which apply. For more
detailed information about construction
regulations refer to the Ontario Building Code, or
SEE
a qualified designer.
NOTE
SEE
f4\
NOTE\:!_/
SEE
NOTE
I
,.........-
LIVING bREI("_-
\:"_/ --------y
SNOEETE f6\
EGRESS THROUGH
ANOTHER DV>IELLING
NININUH 1.2N
SETBACK REQ 'D.
I
r---
NINIHUH '100mm SETBACK
RECONHENDED FOR SOLID
I
SEE
®
PANEL UNLESS SPATIAL
SEPARATION CALCULATIONS
REQUIRES HORE OF A SETBACK
H----I
NOTE
PROVIDE
rliNDOrl r!ELLS
IF NECESSARY
I
SNEEE @1
OT
SEE
SIDE ENTRANCE/E6RESS ~
L
GORE DOOR HITHOUT BLASS
I
f2\ z=::zz:zz:z;:
NOTE\:':__/
~IIIII~
0
SEE
NOTE
0.:\
NOTE\!!_;
SEE
V>IITH A
SHARED EXIT
NINIHUN 1.2N
I
SETBACK REQ 'D.
r---
l________ yl ~~~® HI_____I
PROVIDE
HINDOH HELLS
IF NECESSARY
~EE E
OT
®
SEE
NOTE
SEPARATl
BASEHENT
SEE~
JAIALKOUT
NOTE0
NININUN 1.2N
I
SETBACK REG 'D.
r---
\:"_/ --------y
SNOEETE f6\
V>!ITH ITS OV>IN SEPARATE EGRESS
I
I
DOOR LEADING DIREGTLY TO EXTERIOR
NOTES RELATING TO PLANS ABOVE
SEE
®
NOTE
PROVIDE
r!INDOrl r!ELLS
IF NECESSARY
I
I
SNEEE @1
OT
(I)
1. HININUH 30 NINUTE FIRE SEPARATION UNLESS
INTERCONNECTED SMOKE ALARMS ARE PROVIDED
IN BOTH UNITS AND ALL COMMON AREAS, IN HHICH
CASE, A 15 MINUTE FIRE SEPARATION HOULD ONLY BE
REQUIRED. INSTALLING SPRINKLERS IN THE BUILDING
010ULD JAlAIVE ALL FIRE SEPARATION REQUIREMENTS.
2. MIN. 30 MINUTE FIRE SEPARATION AROUND SHARED EXIT.
:3. SEE REQUIRED INSTALLATION INFORMATION FOR
SMOKE ALARMS .$ CARBON MONOXIDE DETECTORS
ON ATTACHED SHEET B02a.
4. STAIRHELL TO BE ENCLOSED AT TOP MOST,
OR AT BOTTOM MOST LEVELS.
5. EXISTING FURNACE MAY SERVE BOTH UNITS PROVIDED
A SHOKE DETECTOR IS INSTALLED IN THE SUPPLY OR
RETURN AIR DUCT SYSTEM JAIHICH JAIOULD TURN OFF THE
FUEL SUPPLY AND ELECTRICAL POHER TO THE HEATING
SYSTEH UPON ACTIVATION OF 5UCH DETECTOR.
6.
MINIMUM 5% OF LIVING/DINING FLOOR AREA OF
1.
NATURAL LIGHT (GLASS AREA) TO BE PROVIDED.
HINIMUH 2 1/2% OF BEDROOH AND OTHER FINISHED
ROOMS FLOOR AREAS OF NATURAL LIGHT
(GLASS AREA) TO BE PROVIDED.
8.
3 SQ. FT. CLEAR OPENING OF NATURAL VENTILATION
~.
REQUIRED FOR LIVING/DINING, BEDROOMS 4 KITCHEN
I SQ. FT. CLEAR OPENING OF NATURAL VENTILATION
REQUIRED FOR BATHROOHS. HECHANICAL VENT
PROVIDING I AIR CHANGE PER HOUR IS ACCEPTABLE.
10, AN EGRESS HINDOH OR CASEMENT HINDOH, AS
DESCRIBED ON ATTACHED SHEET, MUST BE PROVIDED
IN THE ACCESSORY APARTHENT. OR, THE ENTIRE
BUILDING IS TO BE SPRINKLERED AND SMOKE ALARMS
INSTALLED IN BOTH UNITS.
II.
FOR HINDOHS USED AS HEANS OF ESGAPE, HI THIN
JAIINDOJAI JAlELLS, SEE ATTACHED SHEET FOR CLEARANCES.
TITLE
TACBOC BASEMENT ACCESSORY APARTMENT
STANDARD DETAIL
H-----
SAMPLE PLANS AND SPEGIFIGATION5
DWG, NO,
B02b
2007
,----------1 EXISTING DY'\ELLING
0\ALL TO REMAIN
r
C.ARPORT
1/2 SPAN
r
r
1/ 2 SPAN
J.)
ZC)
S1\.)
1--1\.)w
Ww
Ql.il
[)"I
r1/
/
DD
//
//
//
// ,
/
/
/
/
I
~/ SUPPORTED ROOF
/
I
AREA. SEE PIER
8'1x8'1 0\00D
POSTS ON
GONG. PIERS
/
/
/
/
/
1/
/
/
/
/
I
I
L ___ _
DD
/
\il_J
/'
ocm
w-1
I
ILw
/
/ /
J- 1-
<t:w
1 /sizE, TABL;= oN c;-olb //]
LINE OF
--cr---,-------1 ROOF
I
ABOVE
-
/
f'..lw
~
/
/
I
!-@-
,.~
w<.n
-r---~---~--~--7]
/
/
/
/
/
/
/
/
!t<.n
I
r / / / / J
+/~
""'7/
I
/
/
/
/
L
1
/
'
BEAM SEE GOib
/
/
/
/
/
/
/
/
/
/
/
/
/
1
~'I
/
I
- -@-til
/
---------------------------- ~~---L~---~---~~----- ____________ j
t
BEAM SPAN
c::::::::J
l
1
PROPERTY LINE
C.ARPORT PLAN (PROVIDE DIMENSIONS IN BOXES)
SEE GOib FOR STRUCTURAL SIZES
CD FRAME
CD FRAME
1-i\ BRICK
1-i\ BRICK
~ALL
~
SEEDETA IL J
SHEET COle L
~ALL
VENEER ~ALL
SEEDETAILJ
SHEETCOidL
1.0\ SOLID
~ MASONRY ~LL
~
VENEER V'\ALL
1.0\ SOLID
~ MASONRY V'\ALL
ROOF
NOT FOR
OGGUPANC.Y
TOP OF BEAM
TOP OF BEAM
D
D
FIN. GRADE
NEY'l
0\00D
t---+----1 POSTS
SEE GOib
FIN. GRADE
E
E
Cl
I
I
I
.
()Z
!'II
U/S OF PIER
D
C.ARPO T
NErl
r!OOD
+--+---1 POSTS
SEE GOib
D
I
I
I
I
I
CONCRETE
PIERS
--+--+----1 BEYOND
SEE GOib
I
L _ __l
E
E
Cl
.
()Z
!'II
U/S OF PIER
SLOPING ROOF
FLAT ROOF
C.ARPORT
Tl every
ONSdetail of building construction, or all minimum
These drawings and are provided for information purposes only. They
do not necessarilySEC.
represent
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
T ACBOC ATTACHED CARPORT
STANDARD DETAIL
51-0PING OR. FLAT ROOF PLAN ~ SECTIONS
DWG. NO.
GO Ia
2007
ROOF RAFTERS
(v-.IHERE NO GElLING IS INSTALLED)
tviAXItv!Utvl CLEAR SPAN (tv!)
RAFTER
SIZE
58x8"1
58xl40
58xl84
58x255
ROOF SNOV'-1 LOAD I.OkPa
RAFTER SPACING (mm) O.G.
ROOF SNOV'-1 LOAD 1.5kPa
RAFTER SPACING (mm) O.G.
500
400
bOO
500
5.11
2.85
2.41
2.12
2.41
2.16
4.'10
4.45
5.8'1
4.28
5.8'1
5.40
6.44
5.85
5.11
5.62
5.11
4.41
8.22
1.41
6.58
1.18
6.52
5.5'1
ROOF JOISTS
JOIST
SIZE
400
bOO
(v-.IHERE GElLING IS INSTALLED)
tviAXItv!Utvl CLEAR SPAN (tv!)
ROOF SNOV'-1 LOAD I.OkPa
ROOF SNOV'-1 LOAD 1.5kPa
JOIST SPACING (mm) O.G.
JOIST SPACING (mm) O.G.
500
400
bOO
500
400
bOO
58x8"1
2.41
2.24
1.'16
2.16
1.'16
1.11
58xl40
58xl84
58x255
5.8'1
5.55
5.08
5.40
5.08
2.6'1
5.11
4.64
4.05
4.46
4.05
5.54
6.52
5.'15
5.18
5.10
5.18
4.52
ROOFING
BEAMS
ROOF
FRAtviiNG (mm) O.G.
ROOF
SHEATHING
RAFTERS @ 500
1.5mm PLYii'!OOD
W H-c;LIPS OR
1/mm LUMBER
tviAXItv!Utvl
CLEAR
SPAN (tv!)
tv! IN Itv!Utvl
BEAt-'~
SIZE
ROOF SNOV'-1 LOAD
RAFTERS @ 400
'1.5mm PLYII'IOOD W 'H'-(:;LIPS
OR l'lmm LUMBER
RAFTERS @ bOO
I.OkPa
1.5kPa
2.55
2.02
2- 58xl84
2.88
2.41
2 - 58x255
5.54
2.81
2- 58x286
PIERS
PIER
SIZE (mm)
SUPPORTED ROOF AREA (t--12)
ROOF SNOV'-1 LOAD I.OkPa
ROOF SNOV'-1 LOAD 1.5kPa
ALLOV'-IABLE BEARING
GAPAGITY OF SOIL
ALLOV'-IABLE BEARING
GAPAGITY OF SOIL
15kPa
120kPa
I"'OkPa
15kPa
120kPa
I"'OkPa
200 DIA.
1.'15
5.25
5.48
1.5'1
2.52
5.62
250 DIA.
500 DIA.
550 DIA.
400 DIA.
5.0"1
5.11
8.08
2.14
5.62
5.16
4.51
1.54
11.11
5.16
5.20
8.56
5.'15
'1.'14
15.81
4.21
"1.06
11.55
1.62
15.01
20.12
5.48
'1.2'1
14.11
tv! AX.
HEIGHT
(tv!)
1.0
SUPPORTED ROOF AREA (t--12)
ROOF SNOV'-1 LOAD (kPa)
1.5
2.0
2.5
5.0
1.0
11.1'1
12.'18
10.45
8.11
1.48
1.5
'1.5'1
"1.0'1
5.6'1
4.16
4.0'1
2.0
4.'18
5.16
5.02
2.55
2.11
2.0
21.65
16.55
15.15
10.'18
'1.45
2.5
14.11
11.15
8.'16
1.48
6.45
5.0
10.06
"1.60
6.10
5.10
4.58
6.'18
5.21
4.25
5.54
5.04
POSTS
POST
SIZE (mm)
(SEE NOTE 5)
8"1x8"1
140xl40
5.5
GENERAL NOTES
These drawings and are provided for information purposes only. They do not necessarily represent every detail of
building construction, or all minimum standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
I.
ALL LUHBER TO BE NO. I< 2 SPF OR BETTER
4.
HOOD POSTS TO BE MINIMUH 8G!mmx8'1mm
2.
ALL PL YHOOD SHALL BE STAMPED EXTERIOR 6RADE
5.
BEARING CCAPACI1Y OF SOIL SHALL BE
CONFIRMED PRIOR TO CONSTRUCTION.
3.
f'IHERE SUPPORTED ROOF AREAS EXCEED THOSE LISTED IN
THIS TABLE, THE POSTS SHALL BE BRACED AS SHOf'IN IN DOIG.
TITLE
TACBOC ATTACHED CARPORT
STANDARD DETAIL
SLOPING OR FLAT ROOFS, TABLES 4 NOTES
DWG. NO.
GOib
2007
FOR ROOF
S TRUC. TURE
SEE TABLES
ON SHEET C.Oib
500
NETAL FLASHING
HINIHUH ""15mm UP BEHIND
f5mm
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PAPER ¢ NININUN
f5mm HORIZONTAL
FOR ROOF
STRUC.TURE
SEE TABLES
ON SHEET C.Oib
BEAN FIXED TO HOOD
POST W f5mmx 165mm NET AL
POST/BEAN C.ONNEC.TOR
L"JIIj----llf--j ~~~~ERS
EXISTING
EAVESTROU6H, RV'{L
¢ FASC.IA BOARD
J:ii+-----1\IY 6~~~~~~N
TO RENAIN
These drawings and are provided for information purposes only.
They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more
detailed information about construction regulations refer to the
Ontario Building Code, or a qualified designer.
CD
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@SUPPORT DETAIL
TITLE
TACBOC ATTACHED CARPORT
STANDARD DETAIL
SLOPING ROOF DETAILS
®SOLID MASONRY V'-lALL
DWG. NO.
GOic
2007
I
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- - - - - - - - - - - - - - - - - 1 1 GRAVEL STOP
FLASHIN6
FOR ROOF
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C.ONSTRLJGTION
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SLOPE FOR
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FORROOF
STRUCTURE
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ISOmm
SEE TABLE:S
ON SHEET GOib
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LED6ER NAILED TO
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POST/BEAN GONNEGTOR
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AS PER ELEVATIONS
EXISTING
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1-'lf\LL
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1 TO REHAIN
These drawings and are provided for information purposes only. They
do not necessarily represent every detail of building construction, or
all minimum standards which apply. For more detailed information
about construction regulations refer to the Ontario Building Code, or a
qualified designer.
EXISTIN6
BRIGK VENEER
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@)SUPPORT DETAIL
TITLE
TACBOC ATTACHED CARPORT
STANDARD DETAIL
FLAT ROOF DETAILS
SOLID tv!ASONRY IAIALL
DWG. NO.
GOld
2007
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TITLE
TACBOC ATTACHED CARPORT
STANDARD DETAIL
GABLE ROOF, PLAN t SECTION
These drawings and are provided for information purposes
DWG. NO.
only. They do not necessarily represent every detail of
building construction, or all minimum standards which
apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified
2007
designer.
GOie
FOR ROOF
C.ONSTRJJC. TION
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These drawings and are provided for information purposes only.
They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more
detailed information about construction regulations refer to the
Ontario Building Code, or a qualified designer.
c
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EXISTING
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@SUPPORT DETAIL
®
TITLE
TACBOC ATTACHED CARPORT
STANDARD DETAIL
<SABLE ROOF, DETAILS
t SOLIDDEEP
MASONRY
MIN
200mm
BELOH
BEAN
1666ibi//
SOLID MASONRY WALL
DWG. NO.
GOlf
2007
These drawings and are provided for
information purposes only. They do
not necessarily represent every detail
of building construction, or all
minimum standards which apply. For
more detailed information about
construction regulations refer to the
Ontario Building Code, or a qualified
designer.
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SECTION 'A'
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
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SHEET DOle.
JOIST
SPAN
PLAN
TITLE
T ACBOC !A!OOD DECK
STANDARD DETAIL
FIXED TO BRICK. VENEER' 0100D FRAMING
PLAN ' SECTION
DWG. NO.
DOib
2 007
-/
,-----
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LESS THAN IOOmm OPENING
BETHEEN PIGKETS 4 NO
, - - - - - - - j HEt-1BER OR ATTAGHHENT
BETJAIEEN 140mm II: '100mm
SHALL FACILITATE GLINBING
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I 58xl40 GUARD
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8~x8~ SUPPORT
lf---+POSTS@ 1200mm O.G.I
1200mm O.G.
HAX.
l
C!OOmm HIGH HANDRAIL
REQUIRED ON STAIRS
IF HORE THAN 5 RISERS
2-#ix16 CORROSION
RESISTANT SPIRAL
NAILS OR SGREJAlS
TYPIGAL
3 mm
5 mm
v: : : : :
DROPPED FRAHING
EAGH
STRINGER
IS
HENBER
INTO rlHIGH
L...
END NAILED USING 16mm 1-
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ANGHORAGE DETAIL I
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32mm O.D. JAIASHERS
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@ 1200mm O.G. NIN.
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<1:
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N
-
BRAC.IN6 PARALLEL TO BEAM
PROVIDE BL OGKIN6
HHEN JOISTS DO NOT
ALIGN H/ PO STS
-
BRAC.IN6 PERPENDIC-ULAR TO BEAM
FREE STANDING DEGKS GREATER THAN 600mm ABOVE 6RADE SHALL RESIST
LATERAL LOADING 4 HOVEHENT. ALL POSTS HUST BE BRACED HHERE THE
SUPPORTED AREA EXGEEDS THOSE LISTED IN THE TABLE ON DOid
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC WOOD DECK
STANDARD DETAIL
STAIR SEC-TION
LATERAL SUPPORT FOR FREE STANDINS DEC-KS
DWG. NO.
DOle
2007
BEAM SIZIN6 TABLE
SUPPORTED
LIVE LOAD 1.<=1 k.Pa
LIVE LOAD 2.5 k.Pa
LIVE LOAD 3.0 k.Pa
JOIST
~------------------------~--------------------------~------------------------~
LENGTH
PIER SPACING (mm)
PIER SPACING (mm)
PIER SPACING (mm)
(mm)
2000
3000
4000
2000
3000
4000
2000
3000
4000
1500
:2/ 58xl40
:2/58xl84
5/58x:25S
:2/ 58xl40
5 / 58xl84
5/58x:25S
5 / 58xl40
:2/ 58x:255
:2/58x:280
2000
2 / 58xl40
5 / 58xl84
5/58x25S
2/58xl84
2/58x255
5/58x286
2/58xl84
2 / 58x255
5 / 58x286
:2500
2 / 58xl84
2/58x25S
5 /58x280
2/58xl84
5/58x255
5/58x280
2/58xl84
5 / 58x255
4 /58x280
3000
:2/ 58xl84
:2/58x:25S
5/58x:280
:2/ 58xl84
5/58x:255
4 / 58x:280
:2/58xl84
5 / 58x:255
4 / 58x:280
5500
:2/ 38xl84
3 / 38x235
3/58x280
2/58xl84
3 / 38x235
4 / 38x286
3 / 38xl84
3 / 38x280
N/ A
4000
2 / 58x l84
5 / 58x255
4 / 58x280
2 / 58xl84
5 / 58x280
N/ A
5/ 58xl84
5/58x280
N/ A
JOIST SIZIN6 TABLE
JOIST
SPAN
(mm)
LIVE LOAD 1.<=1 k.Pa
LIVE LOAD 2.5 k.Pa
LIVE LOAD 5.0 k.Pa
JOIST SPACING (mm)
JOIST SPACING (mm)
JOIST SPACING (mm)
300
400
bOO
500
400
bOO
500
400
2000
58xl40
58xl40
58xl40
58xl40
58xl40
58xl40
58xl40
58xl40
58xl40
2500
58xl40
58xl40
58xl84
58xl40
58xl40
58xl84
58xl40
58xl84
58xl84
3000
58xl40
58xl84
58xl84
58xl84
58xl84
58x:255
58xl84
58xl84
58x:255
5500
38xl84
38xl84
38x235
38xl84
38x235
38x235
38x23S
38x235
38x235
4000
58x255
58x255
58x280
58x255
58x255
58x280
58x25S
58x255
58x286
FOOTIN6 SIZES
PIER SIZES
POST SIZIN6 TABLE
SOIL BEARING cAPACITIES (k.Pa)
SOIL
TYPE
BEARING
PRESSURE (k.Pa)
50FT cLAY
40
LOOSE SAND
OR eRAVEL
so
FIRM CLAY
15
DENSE OR
COMPACT SILT
100
STIFF C.LAY
150
DENSE C.OMPACT
SAND OR eRAVEL
bOO
MAX. SUPPORTED DECK AREA (M2)
DIAMETER
(mm)
200
POST
SIZE
(mm)
M2
MAXIMUM
HEIGHT
(M)
0.05
8"ix8Cf
LIVE LOAD (k.Pa)
1.<=1
2.5
5.0
1.0
10.86
8.!1
!.48
1.5
5."15
4.10
4.0"1
:2.0
5.15
:2.55
2.11
2.0
13.61
10."18
"1.43
2.5
"1.32
1.48
6.45
250
0.05
500
0.08
ISO
550
0.10
TILL
200
400
0.15
C.LAY SHALE
300
500
0.20
3.0
0.55
5.10
4.38
SOUND ROC.K
500
600
0.50
3.5
4.41
3.54
3.04
PIERS
SUPPORTED DEC.K AREA
z
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2 x 1.! = 5.4m2
P2
2 x 2.0 = 5.2m2
140xl40
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P3
2 x 1.1 = 5.4m2
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P4
1.4 x 1.1 = 2.4m2
P5
1.4 x 2.6 = 3.6m2
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1.4 x 1.1 = 2.4m2
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X
Bl
2000mm
B2
2000mm
l
1400mm
L--------------------------------
B4
1400mm
BEAM SPAN=
2600mm
ill
JOIST SPAN
= 2ooomm
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PIER SIZE (H2) = SUPPORTED PECK AREA (H2) x HIN. 1."1 (kpa) LIV E LOAD
SOIL BEARING CAPACITY (kpa)
6ENERAL NOTES
I. A MINIHUM LIVE LOAD OF I"' (kPa) SHALL
BE APPLIED IN ALL LOCATIONS.
2. THE PRESCRIBED SNOV'l LOAD FOR 225 SELECTED ONTARIO
LOCATIONS IS INDICATED IN COLUMN 12 OF TABLE 1.2 IN
SUPPLEMENTARY ISUIDELINE SB-1 OF THE ONTARIO BUILDINIS CODE.
THE SNOV'l LOAD SHALL BE APPLIED AS THE MINIMUM LIVE LOAD
~"\HERE IT IS ISREATER THAN 1."1 (kPa)
1.
CONCRETE PIERS SHALL BEAR ON UNDISTURBED SO IL. THE
BEARING CAPACITY OF THE SO IL SHALL BE DETERMINED
PRIOR TO CONSTRUCTION.
o. MAXIMUM HEIGHT REFERS TO THE HEIGHT OF THE POST FROM
THE TOP OF THE PIER TO THE DECK SURFACE.
"!.
BEAMS 1"\ITH MORE THAN 2 MEMBERS MUST BE SUPPORTED
BY 140xl40 POSTS.
B. A SITE PLAN OR SURVEY IS REQUIRED SHOrliN6 ALL LOT LINES 4
DIMENSIONS, SIZE 4 LOCATION OF ALL EXISTING BUILDINGS 4 DECKS 10. THE ALLOV'IABLE SO IL BEARING PRESSURE SHALL BE REDUCED
BY 50% r!HILE THE ~"lATER IS AT OR NEAR THE BOTTOM OF THE
4. LUMBER NO.2 SPF OR BETTER r!OOD POSTS MIN. 8'ix8'i (SOLID).
FOOTING EXCAVATION
USE CORROSION RESISTANT SPIRAL NAILS OR SCRErlS
II. CONTACT YOUR LOCAL BU ILDIN6 DEPARTMENT FOR FURTHER
5 A DECK IS NOT PERMITTED TO BE SUPPORTED ON BRIGK VENEER
INFORMATION ABOUT LOCAL SOIL BEARIN6 GAPAGITIES
6
CANTILEVERED JOISTS AND BEAMS ARE LIMITED TO 1/ 6 THE
MEMBERS LENISTH.
TITLE
T ACBOC WOOD DEGK
STANDARD DETAIL
STRUCTURAL SIZING TABLES
12. JOISTS SPANNING MORE THAN 2100mm ARE TO HAVE
SRID6IN6 AT LEAST EVERY 2100mm O.C..
These drawings and are provided for information purposes only.
They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more
detailed information about construction regulations refer to the
Ontario Building Code, or a qualified designer.
DWG. NO.
DOid
2007
l5mm DEEP POCKETS FOR
CONCRETE SLAB SUPPORT
(REMOV E EVERY 2ND
FAIR OF FACE BRICKS)
RSI 2.11 INSULATION CONT.
HI INTEGRAL V APOUR/
.----------1 AIR BARRIER ON HARM
SIDE 38x.BC'! STRAPPING
NO. 15 BLDG. PAPER
GUT OPENING FOR NEH
EXTERIOR TYPE DOOR
4 PROV IDE STEEL LINTEL
2L"S "10 x"'O x6
TIE NEH CONCRETE TO
EXISTING H / HOM RODS
200mm LONG, IOOmm INTO
HALL EVERY OTHER COURSE
MIN . .B"imm BEARING
ON HOOD FRAMING
OR SOLID HASONRY
@ EXISTING HOUSE
UNHEATED
AREA
TEMP. STEEL
ION@ 200mm O.G .
.BC'!x.B"i HOOD POST
ON STEEL SADDLE
OR .BC'!mm DIA.
STEEL POST (TYF .)
GUARD 4
HANDRAIL r-------~~:--~t::..:=±::::..::..::±::..:.=±::l
NOSING REINF. f-------~cc='----_j
HI ION BARS
FOUNDATION PLAN
L___ _ __ ,
VENTILATION OPENING
PROTEGTED FROM
HEATHER 4 INSEGTS
GROUND FLOOR PLAN
SLAB REINFORGEHENT IF
USED AS GOLD CELLAR
SADDLE FOR
0IOOD POST
ANCHORED
TO SLAB
6UA RDS
I
SEE NOTE 3.1
r-
EXI STING I
riALL
I
r:::
IOH DOrlELS
600x600mm
@ 600mm O.G.
:::::
TEH F. STEEL
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ION @ 200mm O.G.I
:::::
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15mm BEARING!
FO R SLAB
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~··~ ""." ' ""'
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BO TTOH REINF.
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'-._
!
FROVIDE DRYHALL' ~
FIN ISH IF FOAM
INS ULATION IS USED
100mm GOHPAG TED I
GRUSHED STONE
I
MASONRY EXTERIOR
FACING, FILL SPACE
BETrlEEN 01ALL 4
FACING 01/ HORTAR 4
PROV IDE METAL TIES
SEE NOTE '4'
~
I
-------
NOSING REINF.
._] I 01/ IOM BARS
DAHFFROOFING
.$ 6mm THICK
CEMENT PARGING
COVED @ FOOTING
G~
.(j
~
~
!,:;
;,·:g
;,·~:&
~
~
15mm CONCRETE!
FLO OR SLAB
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:~.:·~""?
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15mm MIN.
zw
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Ill
200mm CONCRETE BLOCK
~~ I OR
POURED CONCRETE
FOUNDATION 0\ALL
~ Dl
z
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____,p.
I IOOmmx400mm POURED
I CONCRETE FOOTING
IOOmm DIA. 01EEFING
TILE 01/ 150mm CRUSHED
I STONE COV ERAGE
I
SEC. TION 'A'
These drawings and are provided for information purposes only. They do not necessarily represent
every detail of building construction, or all minimum standards which apply. For more detailed
information about construction regulations refer to the Ontario Building Code, or a qualified designer.
SECTION 'B'
GENERAL NOTES
I. EXTERIOR STAIRS
4. HASONRY TIES
125mm - 200mm RISE
210mm - 355mm RUN
235mm - 355mm TREAD
STEPS ARE TO BE UNIFORM
THROUGHOUT FLIGHT
2. HANDRAILS
01HEN BRICK FACING IS USED ABOVE
GROUND LEV EL, PROVIDE
O.l'6mm THICK .$ 22mm 011DE
CORROSION RESISTANT HETAL TIES
@ 600mm HORIZ. 4 500mm V ERTICAL
5. FOUNDATION 0\ALLS
THICKNESS OF UNREINFORGED FOUNDATION 0\ALLS LATERALLY
SUPPORTED AT THE TOP ARE DEFENDANT UPON HEIGHT OF
FINI5H GRADE ABOVE BASEHENT FLOOR
ARE REQUIRED 0\HERE STEPS HAVE HORE THAN
3 RISERS. HANDRAIL HEIGHT .BOOmm- <165mm
3. GUARDS
ARE REQUIRED AROUND CONCRETE
SLAB IF HORE THAN 600mm ABOVE
GRADE 4 ON BOTH SIDES OF STAIRS
HINIMUH '100mm HIGH FOR STAIRS
MINIMUH C'!OOmm HIGH FOR PORCHES
UP TO I.BOOmm ABOVE GRADE.
MINIMUH IOl'Omm HIGH FOR GREATER HTS.
MAXIMUM IOOmm BETrlEEN PICKETS AND
NO HEHBER DESIGNED TO FACILITATE
CLIMBING BETrlEEN 140mm 4 "'OOmm
UNIT HA50NRY THICKNESS I"!Omm - MAX. HEIGHT 1200mm
UNIT MASONRY THICKNESS 240mm- MAX. HEIGHT I.BOOmm
UNIT HA50NRY THICKNESS 2"10mm -MAX. HEIGHT 2200mm
6. CONCRETE
TITL E
HINIHUH CONCRETE STRENGTH SHALL BE
32Hpa HI 5%-8% AIR ENTRAINMENT
CONCRETE SLAB THIGKNE55 125mm
PROVIDE MIN. 30mm CLEAR CONCRETE
GOV ER TO REINFORCING BARS
TACBOC GONGRETE PORGH ~ GOLD GELLAR
STANDARD DETAIL
PLANS, SEC,TIONS 4 NOTES
DWG. NO.
D02
2007
V.
HIN. 12mm GLEARANGE TO
I
GOHBUSTIBLE MATERIAL
I
(50mm FOR INTERIOR GHIHNEY)
~~
/;// LL66
\/Y/: ~
J/
SNOKE GHANBER HALLS
MIN. 1'10mm SIDES, FRONT 11: BACK
EXGEPT IF THE BAGK IS EXPOSED
!j! 1-
TO THE OUTSIDE IT HAY BE 140mm
~ j_)
~
~
I EVERY
FIREPLAGE SHALL HAVE A
INETAL DANPER TO GOVER THE FULL
EXTENT OF THE THROAT OPENING
IZ
6:;~ ~
FIREBOX HALLS NIN. I~Omm HHERE
~
FIREBRIGK IS USED INGLUDING THE
THIGKNESS OF THE NASONRY LINER
STAGGER JOINTS BETHEEN HYTHES
-"~71'/71>1':7~~-------- A NETAL LINER OR 51mm THIGK
FIRE GHANBER PROVIDE
HIN. 50mm GLEARANGE
BETHEEN NASONRY ;
GONBUSTIBLE FRANIN~
_.
_,_'
(IOOmm FOR I'
I
LOGA luNoo!
"/ //
/
/
/
/'//"//
///"
/v/
/////
+--
HEARTH TO BE SUPPORTED
IOOmm GONG. SLAB REINFORCED H/
HAY
EXTERIOR HALL I
·:,"'___
/
IOOmm DIA GOHBUSTION AIR SUPPLY
INSULATED NON-GOHBUSTIBLE
P"
:_•'
HANGERS I
~~;;;E~~~~~u~:~~::H
~ ~
}- ~
~~
~
i'10mm x G!Omm x 6mm ANGLE
:t<c' "~
,(. rz
"
FIREPLAGE I
OPENING
lr------------1
1
/'
[:/;I/r~~)'~ ~~
FIREBRIGK TO BE SET IN I
FIRE GLAY OR HIGH
TENPERATURE MORTAR I
JOIST
~
LINER ' MASONRY
I DO NOT FILL HITH MORTAR
b I I 1SNOKE GHANBER NIN. 25mm
GLEARANGE TO ANY
~ I ;ri I GONBUSTIBLE MATERIAL
;;:,;;
./ ~
v:: Vv
/ /i
/
I
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~
V
""1 //
..,1~
~
I
"
/rllt--lf~7:f--------'tff)\rliFOR MASONRY SUPPORT
GORBELLED SNOKE GHANBER
I
01/ PARGING REGOHHENDED
HAX. 45' SLOPE TO VERTIGAL I
FOR NASONRY SUPPORT
~ ~ IIOmm AIR SPAGE BETHEEN
?
"
/
NIN. CLEARANCE FROM FIREPLACE
OPENING TO GOHBUSTIBLE MATERIAL
SHALL BE 150mm OR 500mm IF
GOHBUSTIBLE MATERIAL PROJEGTS
HORE THAN 50mm OUT FRON FAGE
OF THE FIREPLAGE
~Omm x ~Omm x bmm ANGLE
//
""
:9(
:/1_·-
Y_ ·_ . -:_1:4I&~ '
DUGT H/ OPERABLE DANPER
;<· V _h(;y. ·._.~-C(U,<>
A
INSEGT SGREEN
J""·:"'.
§a';~'~t~_-_ ·_ ·-_--.•._-;·~...,J?O
NIN. 300mm FRON GOHBUSTIBLES
RECOMMENDED 450mm FOR
GLEARANGE FROH SNOH
ACCUMULATION
.=----cf-
h..
=:!"'!:;;~~+~===~~--=='-------:~--jl SOLID BLOGK GOURSE AT
HINIHUH 200mm I
BITUMINOUS DANPPROOFING
I OR
7:: ~<n-~';.::,
ON NINIHUN bmm PARGING ON
GONGRETE BLOGK FOUNDATION
HALL HI PARG ING GOVED OVER
~ ~ ~
,(16/i;lt;x:,. i )
'V
~::~:/{il£f~]i~~rGS
==:::::JJ:iiii:illii!·iji·
'V
E
I:;J'~$~-~--~-'~=-+--11
V:90 vco/.. :_ ·•. ·•
t
:
~~!'---+
STOREY 810mm MIN.~
GENERAL NOTES
2 STOREY 1120mm MIN.
150mm
HIN.
PLAN
GRUSHED STONE GOVER
-Q,
itf"FG',"''%"i,;,G.JI
bl
IOOmm DIA HEEPING TILE H/
I 150mm
·'1\#i;·~ 'W..,' · <'MI
SEC.TION
BELOH GRADE LEVEL
}- }- Z
I.
JOISTS OR BEANS SUPPORTED ON GHINNEY FLUE
SHALL BE SEPARATED BY 2"10mm OF SOLID MASONRY
.2.
NAXINUN AN6LE OF SLOPE FOR SNOKE CHANBER
IS 45o FROM VERTICAL
B.
CONBUSTIBLE FLOORIN6, SUB FLOORIN6 ~ CEILIN6
FINISHES SHALL HAVE A NINIMUN 12mm CLEARANCE
TO MASONRY CHIMNEY.
5.
EXCEPT AS REQUIRED IN SENTENCE (2) FIREPLACES
SHALL HAVE A NONCOMBUSTIBLE HEARTH EXTENDIN6
NOT LESS THAN 400mm IN FRONT OF THE FIREPLACE
OPENIN6 MEASURED FRON THE FAGIN6 $ NOT LESS THAN
.200mm BEYOND EACH SIDE OF THE FIREPLACE OPENIN6.
6.
01HERE THE HEARTH IS ELEVATED NORE THAN 150MN
ABOVE THE HEARTH EXTENSION. THE HIDTH OF THE
HEARTH EXTENSION SHALL BE INGREASED BY:
(A) 50mm FOR AN ELEVATION ABOVE 150mm $ NOT
NORE THAN 300mm $
(B) AN ADDITIONAL 25mm FOR EVERY 50mm IN
ELEVATION ABOVE 500mm
1.
INSTALL A CARBON NONOXIDE DETECTOR CONFORNIN6
TO CAN/C6A-6.1<1 OR UL 2034
8.
PROVIDE FIRESTOPPIN6 BETHEEN FLOOR,
CEILIN6 LEVELS AND CHIMNEY
GHIMNEY HEieHT (M)
s.o - 4.5
FIREPL.Ac.E:
OPENINe
(l-1:2)
>4.5 - 5.c:t
I
>5.c:t - e.c:t
I
>e.c:t - 12.0
I
FLUE 5IZE5 (mm!
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
UP TO 0.15
200x200
200x200
IOOx200
IOOx200
IOOx200
IOOx200
IOOx200
MAX.
IOOx200
0.151 - 0 ..250
.200x.200
.200x.200
.200x.200
.200x.200
.200x.200
.200x.200
.200x.200
.200x.200
0.251 - 0.550
200xBOO
200xBOO
200x200
200xBOO
200x200
200x200
200x200
200x200
0.:351 - 0.500
BOOx300
BOOx300
.200x500
.200x500
.200x500
200x300
200x200
200x500
0.501 - 0.650
300x300
300x400
500x300
300x500
500x300
500x300
200xBOO
200xBOO
0.651 - 0.800
BOOx400
BOOx400
BOOx300
BOOx400
500x300
500x500
BOOx300
BOOx300
0.801 - 1.00
400x400
400x400
500x400
500x400
500x400
500x400
500x500
500x500
1.01 - 1.20
400x400
400x400
400x400
400x400
500x400
500x400
300x400
300x400
400x400
400x400
400x400
400x400
BOOx400
BOOx400
400x400
400x400
400x400
400x400
1.61- 1.80
400x400
400x400
1.81- 2.00
400x400
400x400
1.21 - 1.40
1.41 - 1.60
COLUNN
I.
2.
S.
4
5.
0.
TITL£
TACBOC MASONRY FIREPLACE
STANDARD DETAIL
PLAN
* 5EC.TION
1.
B.
e.
These drawings and are provided for information purposes only.
They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more
detailed information about construction regulations refer to the
Ontario Building Code, or a qualified designer.
DWG. NO.
FOia
2007
:j"·~I GENERAL NOTES
FLUE EXTENSION
50mm MIN . .$ IOOmm MAX.
~cl'---+ ~ ~ I. ALL STRUCTURAL STEEL SHALL BE 500Vi GRADE
BRIGK GAP HI FLASHING OR
NETAL OR GONG. GHINNEY
f-----[ZJI
GAP HI HASH < DRIP
-+--+lfl _Q
SOLID BRICK CHIMNEY NIN. IOmm
IL
0 ()
THIGK. NO NORTAR BETHEEN
LINER < SURROUNDING NASONRY f---__,~----1~
HHEN THE GHINNEY HALLS ARE
LESS THAN I~Omm THIGK
ALL BOLTS SHALL BE A-501 GRADE OR SAE
STANDARD 6RADE I 01/ HINIHUH TENSILE STRENGTH
OF 414 HFa. ALL EXPOSED STEEL a: FASTENERS
SHALL BE 6ALVANIZED OR PAINTED Jr.IITH
2 COATS OF ZINK-RICH PAINT.
\)
.2. ALL TIHBER SHALL BE HIN. SFFWCE NO . .2 6RADE.
~
5. ROOF RAFTERS TO BE B8xl40 NO . .2 SPR. @ 400mm O.C.
0V A HAXIHUH SPAN OF 3<100mm. FOR OTHER ROOF
RAFTER CONSTRUCTION, ROOF REINFORCEMENT SHALL
BE DESirSNED BY A STRUCTURAL EN61NEER.
4. FOR HOUSE Vi/ ROOF TRUSS STRUGWRE, TRUSS DESIGN
NININUN 0.55mm GALVANIZED
NETAL FLASHING EMBEDDED
NIN. 25mm INTO THE NASONRY,
150mm DOHN THE NASONRY < LAP
THE LOHER FLASHING HIN. IOOmm
ALONG THE ROOF
I
"'D
w
w
~
w
~
EN61NEER TO DESI6N FOR A HINIHUH ADDITIONAL
UNFAGTORED GHIHNEY BRACE LOAD OF 4 ..2KN
5. BASIC HOURLY JAIIND PRESSURE q= 0.52 kPa.
DE516N ROOF SNOJAI LOAD = 1.5 kPa.
6. CHIMNEYS 01/ HORE THAN DOUBLE FLUE AND/OR
EXTENDED MORE THAN 4.40M ABOVE ROOF
SHALL BE DESI6NED BY A STRUCTURAL ENGINEER.
1. CHIMNEY BRA-CES EXCEEDING .2500mm IN LENISTH
SHALL BE DESI6NED BY A STRUCTURAL ENGINEER.
8. SADDLE NOT REQUII<.ED IF FLASHIN6 USED THAT
EXTENDS UP THE CHIMNEY TO HEI6HT EQUAL TO
NOT LESS THAN 1/6 THE JI'.IIDTH Of THE CHIHNEY
BUT NOT LESS THAN 150mm UP THE ROOF SLOPE TO
A POINT EQUAL IN HEI6HT TO THE FLASHIN6 ON
THE CHIHNEY, BUT NOT LESS THAN I 1/.2 TIMES THE
SHIN6LE EXPOSURE. PROVIDE COUNTERFLASHIN6
AT THE CHIMNEY.
CARBON
MONOXIDE
DETECTOR
These drawings and are provided for information purposes only.
They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more
detailed information about construction regulations refer to the
Ontario Building Code, or a qualified designer.
PROVIDE DOUBLE RAFTER
IF OPENING IS NORE THAN
2 RAFTER SPACES
SECTION
LATERAL BRACING FOR CHIIVfNEYS EXTENDING tvfORE THAN 3.6t-1 ABOVE ROOF
600mm MINIHUM ABOVE THE
HIGHEST ROOF SURFACE
OR STRUCTURE JI'.IITHIN
5000mm OF THE CHIMNEY
f.----t--
45"
45"
DETAIL 'A'
D
D
A CHIMNEY FLUE SHALL
BE MIN. <100mm ABOVE THE
HI6HEST POINT @ HHICH
THE CHIHNEY COHES IN
CONTACT 01/ THE ROOF
TOP OF MASONRY JI'.IALL
DOUBLE 38xl40 RAFTER
64mm x 64mm x 6mm
AN6LE BRACIN6
.2-38xl40
ROOF
RAFTER
64mm x 64mm x 6mm
ANGLE BRP.CINIS
2- 15mm x 15mm x 6mm
,------c,L--7f''------j x 150mm LON6
CONNEC Tl ON AN6LE
64mm x bmm f----L-I~J;,.,..,!J:~I
BENT PLATE
.2-58xl84 NO. 2 SPR. HOOD
BLOCKI N6 ANCHOR TO ROOF
RAFTER OR AT ROOF TRUSS
PANEL POINT 01/ 6-C!Omm
SPIRAL NAILS ® EACH END
OR Yi/ METAL ANCHORS
12.lmm THRU BOLT
Yil LOCK NUT
DETAIL 'A'
DETAIL 'B'
TITL£
TACBOC MASONRY FIREPLACE
STANDARD DETAIL
DETAILS
DWG. NO.
FOib
2007
, - - - - - - - - - - 1 EXISTING DriELLIN6
V'IALL TO REMAIN
FOR GASPROOFING
DOOR SEE NOTE ''1'
ON SHEET GOib
Z(5
GARAGE
()w
Ww
~I
DUl
J.)
_g\l)
~-- ~--
NErl
... ~
DD
£
WUl
":lw
Ul__j
SLOPE TO EXTERIOR
~till
w<C
~-- ~-ILw
<Cw
!l'Ul
LINE OF
ROOF
ABOVE
I
I
I
I
I
I
I
I
I
I
I
I
L ________ _
-------------------------------------------~
D
D
PROPERTY LINE
GARAGE PLAN (PROV IDE DIMENSIONS IN 80XES)
CD FRAHE
HALL
CD FRAHE
J.iALL
r;;--, BRICK
SEE DETAIL{_
SHEETS
60ic -BOle
r;;--, BRICK
'8 VENEER HALL
SEE DETAILf
SHEETS
i.Z\ SOLID
'::V Jv!ASONRY HALL
TOP OF PLATE
60if- 60ih
fI
' 8 V ENEER riALL
i.Z\ SOLID
'::V MASONRY riALL
TOP OF PLATE
l!l
ill
I
_j
_j
X.
4:
D
I
E
E
G
G
G
f-
4:
D
:(
GARA E
NEV'I
~
w
GARAGE~
NEV'I
(()
FIN. 6RADE
_j
<(
:r
FIN. 6RADE
E
E
E
E
G
()
az
az'
f'lX
f'l'i
LJ/S Of fOOTIN6
U/S Of fOOTIN6
SLOPING ROOF
FLAT ROOF
GARAGE
SECTIONS
These drawings and are provided for information purposes only. They
do not necessarily
represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
DWG. NO.
TI TLE
T ACBOC ATTACHED GARAGE
STANDARD DETAIL
PLAN
* SECTIONS
GO Ia
2 007
ROOF RAFTERS
(V'lHERE NO GElLING IS INSTALLED)
MAXIMUM GLEAR SPAN (M)
RAFTER
SIZE
ROOF SNOV'l LOAD I.OkPa
ROOF SNOV'l LOAD 1.5kPa
RAFTER SPAGING (mm) O.G.
RAFTER SPAGING (mm) O.G.
500
400
bOO
500
400
bOO
58x8"1
5.11
2.85
2.41
2.12
2.41
2.16
58xl40
4.'~0
4.45
5.8'1
4.28
5.8'1
5.40
58xl84
6.44
5.85
5.11
5.62
5.11
4.41
58x255
8.22
1.41
6.58
1.18
6.52
5.5'1
ROOF JOISTS
(V'lHERE GElLING IS INSTALLED)
MAXIMUM GLEAR SPAN (M)
JOIST
SIZE
ROOF SNOV'l LOAD I.OkPa
ROOF SNOV'l LOAD 1.5kPa
JOIST SPAGING (mm) O.G.
JOIST SPAGING (mm) O.G.
500
400
bOO
500
400
bOO
58xl40
5.8'1
5.55
5.08
5.40
5.08
2.6'1
58xl84
5.11
4.64
4.05
4.46
4.05
5.54
58x255
6.52
5.'15
5.18
5.10
5.18
4.52
LINTELS
(MAXIMUM 1.5 kPa ROOF SNOV'l LOAD)
LINTELS FOR
V'lOOD FRAMING
LINTELS FOR
BRIGK VENEER "!Omm
LINTELS FOR
SOLID MASONRY 200mm
NOT
5UPPORTINS
THE ROOF
5UPPORTINS
THE
ROOF
NOT
5UPPORTINS
THE ROOF
NOT
5UPPORTINS
THE ROOF
5UPPORTINS
THE
ROOF
UP TO
5000mm
2/B8xl84
2/B8x286
:2/B8xl84 +
:2/B8x:286 +
ANISLE 1:25x'IOx8 ANISLE 125x'IOx8
::2 ANeLES
150xiOOxiO
"'""150x.2.2 +
PLATE :200xl0
UP TO
4CfOOmm
2/B8x286
4/B8x286 OR
:2-45x500
I.'IE LVL
Y'QOOx:li +
PLATE 200xl0
MUST BE
DESIISNED
MUST BE
DESIISNED
DOOR
V'liDTH
GENERAL NOTES
5UPPORTINS
THE
ROOF
Y'QOOx:li +
PLATE 200xl0
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum standards
which apply. For more detailed information about construction regulations refer to
the Ontario Building Code, or a qualified designer.
I.
ALL LUNBER TO BE NO. 111:2 SPRUCE OR BETTER
2.
ALL PL YHOOD SHALL BE STANPED
3.
ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL
4.
IF GARAGE HALL IS LESS THAN 1200mm TO THE PROPERTY LINE PROVIDE
15.'1mm TYPE 'X' DRYJAlALL INTERIOR SHEATHING. NO 011NDOHS ARE PERMITTED.
5.
EXTERIOR GRADE
IF GARAGE HALL IS LESS THAN 600mm TO THE PROPERTY LINE NON-COMBUSTIBLE
GLADDING OR VINYL SIDING 01/
GYPSUM SHEATHING IS REQUIRED.
6.
GARAGE HALLS ADJOINING DHELLING MUST BE GOMPLETELY SEALED TO
PREVENT ANY INFILTRATION OF GASES INTO THE DHELLING.
1.
GAULK ALL PENETRATIONS SUGH AS HOSE BIB .$ .JOINTS BET01EEN GYPSUM BD.
; OTHER SURFACES H/ AGOUSTIGAL SEALANT.
B.
HHERE ATTACHED GARAGE IS ADJACENT TO AN ATTIG SPAGE, GARRY
GYPSUM BOARD UP TO ROOF SHEATHING ; SEAL H/ FLEXIBLE CAULKING.
'1.
DOORS BETHEEN THE GARAGE ; DHELLING MUST BE EXTERIOR TYPE, TIGHT
FITTING, HEATHERSTRIPPED $ PROVIDED HI A SELF CLOSING DEVICE .$
A DEADBOLT LOGK. DOOR MUST NOT OPEN DIRECTLY INTO A BEDROOM.
10.
GARAGE SLAB SHALL BE SLOPED TO DRAIN TO THE OUTSIDE. GONGRETE
SHALL BE MIN. :32MPa H/ 5%-8% AIR ENTRAINMENT.
II.
ALL ROOF SHEATHING TO BE C!.5mm PLYJAIOOD OR llmm OSB, FOR ROOF RAFTERS
300mm OR 400mm O.G. USE "H" GLIPS FOR ROOF RAFTERS @ SOOmmO.G ..
@
12.
STEPPED FOOTINGS, IF REQUIRED, SHALL HAVE A MAXIMUM RISE OF 600mm
$ A MINIMUM RUN OF 600mm.
1:3.
PROVIDE A LIGHT FIXTURE IN THE GARAGE.
14.
STEEL BEAMS TO BE SUPPORTED BY SOLID MASONRY (IC!Omm BEARING ON
MASONRY OR 13mm DIA. STEEL GOLUMN).
15.
LINTELS AND BEAMS TO BE DESIGNED BY A QUALIFIED PERSON FOR
SPANS GREATER THAN 4'100mm
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
TABLES 4 NOTE5
DWG. NO.
GOib
2007
FOR ROOF
EXISTING
C.ONSTRJJC.TION
4\ft-----jj,f-1 6~~~R~~~N
SEE TABL.ES
ON SHEET &alb
TO RENAIN
METAL FLASHING
MINIMUM /5mm UP BEHIND
3
~--JijH EXISTING SHEATHING
PAPER ¢ HINIHUH
FOR ROOF
f5mm HORIZONTAL
CONS TRUC. Tl ON
SEE TABLES
ON SHEET GOib
EAVESTROUGH, Rfi!_
FASCIA BOARD
*
JOIST
SOFFIT, FINISH AS
HAN6ER5
PER ELEVATIONS
These drawings and are provided for information purposes only. They do not necessarily represent
every detail of building construction, or all minimum standards which apply. For more detailed
information about construction regulations refer to the Ontario Building Code, or a qualified designer.
GASFROOFING•
12."7mm DRYHA.LL TAPE ~
,ff-!-flf-----iljf'-1 ;E~~A~ ~~~~~6~ND
ON FURRIN6 AS REQUIRED
ON EXISTIN6 HALL
EXISTIN6
J>--~1+-----ilj,j>-~ ~6~~~~~~~
I
'i'
~
I
TO REMAIN
C.OUNTER FL.ASHING
~-lift-~ ~~:~~~~~~-uis~~L-L-
E
E
INTo MASONRY JOINT
G.AJ.JL-K ~ SEAL
FOR ROOF
C.ONSTRUC. TION
0
0
METAL FLASHING
SEE TABLES
0
t-~tli\t- HINIHUH IOOmm UP BEHIND
COUNTER FLASHIN6
ON SHEET GOib
I()
REMOVE EXISTING
IS "lmm TYPE 'X' DRYH.A.LL
MASONRY, DOUBLE
~ EXTEND EVERY 4TH
IF LESS THAN l200mm
TO THE PROPERTY LINE
#---tf-llf-----j~rj JOIST THRI.J TO FRANE
HALL, SUPPORT JOISTS
ON 2 JAGK STUDS
EXTEND TO SOLE PLATE
DOUBLE HEADER
IF 38x8"1 RAFTERS
@ 600 O.G
6ASPROOFIN6,
12.1mm DRY!iALL TAF'E ¢
,Jt--J.r=~f-llt-----JIIf--1 ;Et~A~L o~~6~6~ND
ON FURRIN6 AS REQUIRED
ON EXISTING Hf'..L.L-
HOOD SILL PLATE FASTENED TO
FOUNDATION HALL HI MINIMUM
12.1mm DIAMETER ANGHOR ElOL TS
EMBEDDED MIN. IOOmm IN GONGRETE
€> 2400mm O.G. MAX. ~ PROVIDE
GAULKIN6 OR GASKET BETHEEN
PLATE ~ FOUNDATION HAL-L-
TOP BL-OGK GOURSE
FILLED HI MORTAR
OR GONGRETE
C-~~;;~<::::::::::::Hit
___1H
INTERMEDIATE JOISTS
TO BE SUPPORTED ON
JOIST HANGERS NAILED
TO A HEADER HHIGH IS
ALSO SUPPORTED ON
JOIST HANGERS NAILED
TO THE THROUGH JOISTS
@BRICK VENEER WALL
EXISTING
J>--H------J>r1 ~~~~~~~~:Y
TO REMAIN
15mm POURE:D GONC.RE:TE: SLAB
52HPCl @ 28 DAYS
5% - 8% AIR ENTRAINMENT
OPTIONAL- HHM REINFORC-ING
IN GENTER OF SLAB
IOOmm C.OMPAC.TED
eRANULAR FIL-L-
z
I
FOR ROOF
C.ONSTRJJC.TION
SEE TABLES
ON SHEET 60ib
E
E
METAL FLASHING
MINIMUM IOOmm UP BEHIND
C.OUNTER FL-ASHING
ROOF JOISTS TO BE:
SUPPORTED ON JOIST
0
0
NAILED
HEADER HHIGH
IS TO A
---+~~~:1::=1-f======t~ HAN6ERS
FASTENED TO EXISTING
N
SOLID MASONRY Hf'..L.L-
HI 12.1mm DIA. ANGHOR
SOL TS liP 800mm O.G.
450mmxl00mm DEEP POURED
GONG. FT6. (TYPIGAL)
FOOTIN6 TO BEAR ON
UNDISTURBED SOIL-
6ASPROOFING,
12.1mm DRYHALL TAPE ¢
4!-1c----H----------cf--j;E~~A~Lo~~~~6~ND
o.
ON FURRIN6 AS REQUIRED
ON EXISTING HAL-L-
·0
.o
@FRAME WALL SECTION
®
SOLID MASONRY WALL
NOTE, THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVIN6 SPACES
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
SLOPIN6 ROOF W FRAME HALL DETAILS
DWG. NO.
GO Ic.
2007
EXISTIN6
FOR ROOF
Mfl---------111'-j ~~~~~~~~N
,---------~ ~~~~~~;~oN
TO REMAIN
ON SHEET 60ib
15mm
METAL FLA5HIN6
MINIMUM 15mm UP BEHIND
,----fHH EXISTIN6 SHEATHIN6
PAPER $ MINIMUM
15mm HORIZONTAL
FOR ROOF
CONSTRJJC TION
SEE TABLES
ON SHEET 60ib
EAVESTROU6H, Rr!L
~----f-;,LTf-!llt-----t!----H ~~~i; ~~~~DA~
FER ELEVATIONS
6ASPROOFIN6
12.1mm PRYHALL TAPE $
ElRICK VENEER HALL
"!Omm FACE BRICK
25mm AIR SPACE
0.1bmm THICK x22mm HIDE
6ALVANIZED METAL TIES €>
400mm O.C. HORIZONTAL,
bOOmm O.C. VERTICAL
"",L~HIIf-----tf\-----H INSTALLED HITH 6ALVANIZED
SPIRAL N.A.ILS OR SCREJ-iS
SHEATHING PAPER W LAYERS
TO OVERLAP EACH OTHER
EXTERIOR TYPE SHEATHING
5t>xt>"l HOOP SnJPS ~ 400 O.C.
DOUBLE PLATE e TOP
SOLE PLATE c BOTTOM
M+ll+---------111'-j ~E~~A~L of~~~6~NP
ON FURRING AS REQUIRED
ON EXISTING HALL
CD
FRAME HALL
EXISTING
cf----HI+-------1llf-1 ~~s~~~~~~
TO RENAIN
COUNTER FLASHIN6
MINIMUM 150mm UP HALL
EMBEDDED MIN. 25mm
INTO MASONRY JOINT
CAULK ~ SEAL
15.<imm TYPE 'X' PRYHA.LL
IF LESS THAN 1200mm
TO THE PROPERTY LINE
NETAL FLASHING
t-"oHJft-~ MINIMUM IOOmm UP BEHIND
COUNTER FLASHIN6
REMOVE EXISTIN6
MASONRY, DOUBLE
~ EXTEND EVERY 4TH
J'--~9-ifl--------i1\h1.JOIST THRU TO FRANE
HALL, SUPPORT .JOISTS
ON 2 JACK STUDS
EXTEND TO SOLE PLATE
0.50mm POLY FLASHIN6
MINIMUM 150mm UP BEHIND
SHEATHIN6 PAPER
PROVIDE HEEP HOLES
® MAX. 800mm APART
HOOP SILL PLATE FASTENED TO
FOUNDATION HALL W NININUN
12.1mm DIAMETER ANCHOR BOLTS
EMBEDDED MIN IOOmm IN CONCRETE
@ 2400mm O.C. MAX. 4 PROVIDE
CAULKING OR GASKET BETHEEN
PLATE ~ FOUNDATION HALL
SLOPE GRADE
AH.A.Y FROM
BUILDING
GASF'ROOFING,
12.1mm PRYHA.LL TAPE 4
M--t~~ct-M------~\1'-1 ~E~6A~~0~~~~~6~ND
ON FURRING AS REQUIRED
ON EXISTING H.A.LL
TOP BLOCK COURSE
FILLED HI MORTAR
OR CONCRETE
INTERMEDIATE .JOISTS
TO BE SJPPORTEP ON
L--lt~::::::::::::Hit------tH JOIST HANGERS NAILED
TO A HEADER HHICH IS
ALSO SUPPORTED ON
JOIST HANGERS NAILED
TO THE THROUGH .JOISTS
@BRICK VENEER HALL
EXISTING
,f----tt--------~f-1 z~~~~'6~~~:y
15mm POURED CONCRETE SL.AB
32MPa @ :2t> PAYS
5% - t>% AIR ENTRAINMENT
OPTIONAL HHM REINFORCING
IN CENTER OF SLAB
IOOmm COMPACTED
GRANULAR FILL
TO REMAIN
COUNTER FLASHING
'f'f'--jt------,----t-1 ~~N~~~~~o~~u~ 5~~LL
FOR ROOF
CONSTRUCTION
SEE TABLES
ON SHEET 60ib
INTO MASONRY .JOINT
CAULK ~ SEAL
z
I
E
E
0
0
'"
450mmxiOOmm PEEP POURED
CONC. FTG. (TYPICAL)
FOOTIN& TO BEAR ON
UNDISTURBED SOIL
6ASPROOFING,
12.1mm DRYH.A.LL TAPE 4
M--f----~----------cf-1 i'6'6A~~ o.J~~~~~6~NP
ON FURRING AS REQUIRED
ON E:XISTING H.A.J..J..
@) BRICK VENEER SECTION
®
SOLID MASONRY HALL
NOTE, THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVIN6 SPACES
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum standards which apply. For
more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
5LOPIN6 ROOF 4 BRICK VENEER DETAILS
DWG. NO.
GOld
2007
EXISTING
FOR ROOF
CONSTRUCTION
SEE TABLES
ON SHEET GOII::l
Jli+-----1\JY 6~~~~~N
TO RENAIN
15mm
3
METAL FLASHING
MINIMUM 15mm UP BEHIND
r--Ift-~ EXISTING SHEATHING
f'Af'ER ¢ MINIMUM
15mm HORIZONTAL
FOR ROOF
GONSTRUGTION
SEE TABLES
ON SHEET GOib
ANCHOR :38xl40 TOP PLATE
TO MINIMUN OF 2 GOURSE:S OF
BRICK FOR SOLID BEARING
12.lmm PIA. ANCHOR BOLTS
@ 2000mm O.C. MAXIMUN
E:MBEDDED NIN. "!Omm
INTO THE NASONRY HALL
'-ilt-fiH----IIt--1 ~~~~ERS
EAVESTROUGH, RV"-!L
FASCIA BOARD ¢
SOFFIT, FINISH AS
PER ELEVATIONS
GASPROOFING,
12.fmm DRYV'!ALL TAPE
,f!~'j-----fiJY ~Et5A~~ ~~~~~6~NP
ON FURRING AS REQUIRED
ON EXISTIN6 HALL
CD
FRAJvfE WALL
EXISTIN6
~--t1H-----mfL1~6~~~d!~~~
TO REMAIN
SOLID MASONRY HALL
I"!Omm C.ONGRETE BLOCK OR
-
l~~~§~ij:::__u "!Omm
"!Omm FACE
BRICK
rl/
C.ONGRETE
BLOCK
BACKUP
PROVIDE HEADER COURSE
EVERY lTH COURSE OR
ll.Bmm2 GALV. BONDING RODS
® "'OOmm O.C.. HORIZONTAL
¢ 460mm O.C.. VERTICAL
COUNTER FLASHING
MINIMUM 150mm UP HALL
EM"BEDPED MIN. 25mm
INTO MASONRY JOINT
CAULK ¢ SEAL
FOR ROOF
GONSTRI.JGTION
SEE TABLES
ON SHEET GOib
METAL FLASHING
t-~,.f!lt-1 MINIMUM IOOmm UP BEHIND
COUNTER FLASHING
REMOVE EXISTING
MASONRY, DOUBLE
$ EXTEND EVERY 4TH
#---d>it---~fb"" JOIST THRI.J TO FRAME
HALL, SJPPORT JOISTS
ON 2 JACK SnJDS
EXTEND TO SOLE PLATE
:3
~- -~~~?4;;
~ ~
GASPROOFING·
12.1mm DRYHALL TAPE $
d!--!.=~Ht-----IM'--1 ;E~~A~ of~~~6~No
ON FURRING AS REQUIRED
ON EXISTING HALL
SLOPE GRADE
.A-HAY FROM
BUILDING
TOF' BLOCK COURSE
FILLED rl/ MORTAR
OR CONCRETE
INTERJvfEDIATE JOISTS
TO BE SUF'PORTED ON
\_
-II;;~<::::::::::::Hit---~H JOIST
HANGERS NAILED
TO A HE.ADER HHIGH IS
@ BRICK VENEER WALL
ALSO SUPPORTED ON
.JOIST HANGERS NAILED
TO THE THROUGH .JOISTS
EXISTIN6
,fC---1+-----~-1 ~g~~~:c_~~6'~y
15mm POURED CONCRETE: SLAB
52MPa ® 28 PAYS
TO REMAIN
COUNTER FLASHIN6
IN GENTER OF SLAB
IOOmm COMPACTED
GRANULAR FILL
z
I
'PF--1+---~--H ~~~~~~~~-uis~L
FOR ROOF
CONSTRUe. TION
SEE TABLES
ON SHEET GOib
INTO MASONRY JOINT
CAULK ¢ SEAL
I"!Omm CONCRETE BLOCK
OR POURED CONCRETE
FOUNDATION WALL
CONTINUOUS UNDER
GARAGE DOORS
E
E
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SOLID Jv!ASONRY SECTION
®
SOLID Jv!ASONRY WALL
These drawings andNOTE,
are provided
for information
purposes
They
do BE
not necessarily
represent
every detailOF
of building
construction,
or all minimum
THESE
DETAILS
AREonly.
NOT
TO
USED FOR
ADDITION
LIVIN6
SPACES
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
SLOPING ROOF 4 SOLID MASONRY DETAILS
DWG, NO
GOie
2007
~
EXISTING
I FRAME HALL
CONSTRUCTION
,-----------------------------------~ ~~~~~ STOP
6
I TO REMAIN
___,
FOR ROOF
CONSTRUCTION
SEE TABLES
II
ON SHEET GOib
SLOPE FOR
DRI\INA.6E
I
NO OCCUPANCY
ON ROOF
I NO OGC.UFANGY
ON ROOF
L
MEHBR.A.NE OVER
CANT STRIP
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50mm UP BEHIND EXISTIN6
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PAPER
150mm
FORROOF
GONSTRJJGTION'~
SEE TABLES
ON SHEET 60ib
$
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CANT ST"RIP
I PROVIDE
AT INTERSEC.TION OF
'
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-
{
LEDGER NAILED TO
-
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-
+
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FINISH AS FER
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ELEVATIONS
\I
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HAN6ER5
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II
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FOUNDATION Jr-IALL HI MINIMJM
12.1mm DIAMETER ANCHOR SOL TS
El'-iEEDDED MIN. IOOmm IN CONCRETE
® 2400mm O.G. MAX. $ PROVIDE
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TO A HEADER r!HIGH IS
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~~~~:::::::::::::::r:::::::~~
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@ WALL SECTION
®SOLID Jv!ASONRY WALL
These drawings andNOTE.
are provided
for information
purposes
They
do BE
not necessarily
represent
every detailOF
of building
construction,
or all minimum
THESE
DETAILS
AREonly.
NOT
TO
USED FOR
ADDITION
LIVING
SPACES
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
FLAT ROOF 4 FRAME HALL DETAILS
DWG. NO.
GOlf
2007
~
EXISTING
I FRAME HALL
CONSTRUCTION
I TO RENAIN
GRAVEL STOP
FLASHING
I!
___,
SLOPE FOR
DRAINAGE
I
NO OGGUPANGY
ON ROOF
I NO OCCUPANCY
ON ROOF
L
MEMBRANE OVER
GANT STRIP
NININUN
IROOF
50mm UP BEHIND EXISTING
I'SHEATHING
PAPER
150mm
FORROOF
'~
GONSTRJ.JGTION
SEE TABLES
ON SHEET GOib
FOR ROOF
GONSTRI.JGTION
SEE TABLES
ON SHEET 60ib
$
___,
CANT STRIP
I PROVIDE
AT INTERSEC.TION OF
I HALL ~ BUlLT UP ROOF
'
-
{
NAILED TO
I LEDGER
EXISTING FRANE
I.HALL GONSTRUGTION
-
-
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SPIRAL NAILS OR SCREHS
SHEATHING PAPER HI LAYERS
TO OVERLAP EACH OTHER
EXTERIOR TYPE SHEATHING
3bxb"l r!OOD STUDS ll!il 400 O.G
DOUBLE PLATE @ TOP
SOLE PLATE e BOTTON
II
GASPROOFING
I2.1mm DRYHALL TAPE $
SEAL ALL JOINTS MIN.
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ON FURRING AS REQUIRED
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I
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EXISTING
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IF LE55 THAN 1200mm
TO THE PROPERTY LINE
COUNTER FLASHING
NININUM 150mm UP ViALL
EMBEDDED MIN. 25mm
IN MASONRY JOINT
CAULK 4 SEAL
FOR ROOF
CONSTRUCTION
SEE TABLES
ON SHEET GOib
ROOF MEMBRANE OVER
1-=-f-ilflH CANT STRIP * NINit-1UN
150mm UP ViALL
DOUBLE HEADER
IF 38x8'i RAFTERS
@ 600 o.c.
O.SOmm POLY FLASHING
MINIMUN 150mm UP BEHIND
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ON FURRING AS REQUIRED
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ALSO SUPPORTED ON
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TO THE THROUGH JOISTS
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MINIMUM 150mm UP HALL
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~~~~:::::::::::::::r:::::::~~
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MIN. IOOmm
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v
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ll__ ---t~
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32Npa e 28 DAYS
5% - b% AIR ENTRAINNENT
OPTIONAL HHN REINFORC-ING
IN GENTER OF SLAB
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l
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~g~~~fNTION
ROOF JOISTS TO BE
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NQ;XWFA~~~fl~j;;±~J;-----i~
FASTENED TO EXISTING
NO OCCUPANCY I
SOLID MASONRY HA.LL
I ON ROOF
+
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BOLTS 3 BOOmm 0 G
+
400mmxl00mm DEEP POURED
GONG. FTG (TYPIGAL)
FOOTIN6 TO BEAR ON
UNDISTURBED SOIL
~------~H;~F=~~
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12.1mm DRYrlALL TAPE ¢
d'f--1--+J------J'-j ;E~~:,:-~ o:~6~~~ND
ON FURRING AS REQUIRED
ON EXISTING HALL
@ IAIALL SECTION
®SOLID tvfASONRY IAIALL
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
NOTE,
THESE
DETAILS
NOT TO BE
USEDrefer
FOR
ADDITION
OFCode,
LIVING
SPACES
standards which apply.
For more
detailed
information ARE
about construction
regulations
to the
Ontario Building
or a qualified
designer.
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
FLAT ROOF 4 BRICK VENEER DETAILS
DWG. NO.
GOig
2007
~
EXISTING
GRA.VEL STOP
FLASHING
I FRAHE HALL
C.ONSTRUC.TION
I TO REMAIN
1/
___,
FOR ROOF
CONSTRUCTION
SEE TABLES
ON SHEET GOib
SLOPE FOR
DRA.INAGE
___,
I NO OC.C.UPANC.Y
ON ROOF
L
C.ANT STRIP
I PROVIDE
AT INTERSEC-TION OF
I HALL ~ BUlLT UF ROOF
'
I
NO OGGUPANGY
ON ROOF
ROOF HEMBRANE OVER
I C.ANT STRIP $ MINIMUM
SOmm UP BEHIND EXISTING
I'SHEATHING PAPER
150mm
FORROOF
'~
GONSTRJ.JGTION
SEE TABLES
ON SHEET GOib
-
{
ANCHOR 58xl40 TOP PLATE
TO MINIMUH OF 2 C.OURSES OF
BRICK FOR SOLID BEARING
12.1mm DIA. ANC.HOR BOLTS
@ 2000mm O.C.. HAXIMUM
EHBEDDED MIN. "!Omm
INTO THE HASONRY 1-iALL
NAILED TO
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EXISTING FRAME
I.HALL C.ONSTRUC.TION
-
-
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I
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FASC.IA BOARD t
SOFFIT, FINISH AS
PER ELEVATIONS
I JOIST
HANGERS
I
II
GASPROOFING
I2.1mm DRYHALL TAPE $
SEAL ALL JOINTS MIN.
2 GOATS OF COMPOUND
ON FURRING AS REQUIRED
ON EXISTING HALL
I
CD
FRAIVfE li'JALL
EXISTING
&~~HI+----i!JI'--j ~~~s~~~~~~~
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"!Omm FAGE BRIC.K Iii
"!Omm C.ONC.RETE BLOC.K BAC.KUF
PROVIDE HEADER C.OURSE
EVERY fTH COURSE OR
11.8mm2 GALV. BONDING RODS
0 "'OOmm O.C. HORIZONTAL
$ 4b0mm O.C.. VERTIC.AL
TO REHAIN
FLASHING TO
OVERLAP
MIN. IOOmm
OVER ROOF
ME1'-1E3RANE
C.OUNTER FLASHING
MINIMUM 150mm UP 1-iALL
EMBEDDED HIN. 25mm
IN MASONRY JOINT
C.AULK t SEAL
FOR ROOF
C.ONSTRUC.TION
SEE TABLES
ON SHEET GOib
ROOF MEMBRANE OVER
f-'=-f-ilflH C.ANT STRIP $ MINII-1UM
150mm UF 1-iALL
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®bOO O.C..
/ll\
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MASONRY, DOUBLE
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HALL, SUPPORT JOISTS
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EXTEND TO SOLE PLATE
GASPROOFING,
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d'f--1--Hft----11\f'-j ~~~:,:-~ o:~6~~~ND
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FILLED 01/ MORTAR
OR GONGRETE
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INTERMEDIATE JOISTS
TO BE SUPPORTED ON
JOIST HANGERS NAILED
~----tl;;;;;t----J-tt----11!1--1 TO A HEADER r!HIC.H IS
ALSO SUPPORTED ON
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MEIVfBRANE
15mm POURED C.ONC.RETE SLAB
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ON FURRING AS REQUIRED
ON EXISTING HALL
@ li'JALL SECTION
®SOLID tvfASONRY li'JALL
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
NOTE,
THESE
DETAILS
NOT TO BE
USEDrefer
FOR
ADDITION
OFCode,
LIVING
SPACES
standards which apply.
For more
detailed
information ARE
about construction
regulations
to the
Ontario Building
or a qualified
designer.
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
FLAT ROOF 4 SOLID MASONRY DETAILS
DWG. NO.
GOih
2007
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
BRICK VENEER ~------~11~==~~2;~
CONSTRUCTION
FLOOR FINISH
15.5mm T.!I:G PLY. SUBFLOOR
OR APPROVED EQUAL ON
,----------------1 HOOD FLOOR JOISTS HI
VAPOUR BARRIER
RSI 4.40 BATT INSULATION
12.1mm GYPSUH BD.
ISOGYANURATE OR
POLYURETHANE SPRAY
,----------1 FOAM INSULATION IS
REGONNENDED FOR
INSULATING FLOORS
ABOVE GARAGES
ACOUSTIC r-------------~
SEALANT
CEILING CONSTRUCTION
12.1mm GYPSUM BOARD
HI 2 COATS OF
JOINT COMPOUND
ATTACHED
GARAGE
GARAGE SLAB
ON GRADE
GASPROOFING NOTES
ATTAC.HED 6ARA6ES MUST BE C.OMFLETELY
SEALED TO PREVENT THE INFILTRATION OF
C.ARBON MONOXIDE 4 GASOLINE FUMES INTO
THE DY-IELLIN6.
PROVIDE 12.1mm DRYHALL HI MIN. 2 COATS OF JOINT
G01''1P0UND AT ALL HALLS AD.JAGENT TO DHELLING.
2. CAULK BETHEEN GYPSUM BOARD AND OTHER
SURFACES HI ACOUSTIC SEALANT.
:3. CAULK ALL PENETRATIONS SUCH AS HOSE BIBS
HI FLEXIBLE CAULKING.
4. DOORS BETJAIEEN GARA6E .$ DHELLING SHALL BE
TIGHT FITTING .$ HEATHERSTRIPPED .$ PROVIDED
HI A SELF CLOSING DEVICE. DOOR MUST NOT OPEN
DIRECTLY INTO A ROOM INTENDED FOR SLEEPING.
5. GARAGE SLAB SHALL BE SLOPED TO DRAIN OUTDOORS
6. HHERE AN ATTACHED GARAGE IS ADJACENT TO AN
ATTIC SPACE CARRY DRYHALL UP TO ROOF
SHEATHING < CAULK HI FLEXIBLE CAULKING.
1. UNIT MASONRY HALLS FORMING THE SEPARATION
BETHEEN THE DHELLING .$ ATTACHED GARAGE
SHALL BE PROVIDED HI 2 GOATS OF A SEALER
OR COVERED JAI/ PLASTER OR GYPSUN BOARD
ON THE GARAGE SIDE.
TITLE
TACBOC ATTACHED 6ARA6E
STANDARD DETAIL
6ASFROOFIN6 4 INSULATION DETAILS
DWG. NO.
GOii
2007
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5
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TOP OF PLATE
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1 FOOTING
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GABLE ROOF
SEE DETAIL
SHEETS
2
602b- 602e
TOP OF PLATE
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more detailed information about construction regulations refer to
the Ontario Building Code, or a qualified designer.
lb
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FLAT ROOF
TITLE
TACBOC DETACHED GARAGE
STANDARD DETAIL
SLOPING OR FLAT ROOF PLAN* SECTIONS
DWG. NO.
G02a
2007
ROOF RAFTERS
(FLAT ROOF - IAIHERE NO CEILING IS INSTALLED)
MAXIMUM CLEAR SPAN (M)
ROOF SNOIAI LOAD I.OkPa
ROOF SNOIAI LOAD 1.5kPa
RAFTER SPACING (mm) O.C.
RAFTER SPACING (mm) O.C.
500
400
bOO
500
400
bOO
58x8~
5.11
2.85
2.41
2.12
2.41
2.16
58xl40
4.'10
4.45
5.8'1
4.28
5.8'1
5.40
58xl84
6.44
5.85
5.11
5.62
5.11
4.41
58x255
8.22
1.41
6.58
1.18
6.52
5.5'1
RAFTER
SIZE
ROOF JOISTS
(FLAT ROOF - IAIHERE CEILING IS INSTALLED)
MAXIMUM CLEAR SPAN (M)
ROOF SNOIAI LOAD I.OkPa
ROOF SNOIAI LOAD 1.5kPa
JOIST SPACING (mm) O.C.
JOIST SPACING (mm) O.C.
500
400
bOO
500
400
bOO
58xl40
5.8'1
5.55
5.08
5.40
5.08
2.6'1
58xl84
5.11
4.64
4.05
4.46
4.05
5.54
58x255
6.52
5.'15
5.18
5.10
5.18
4.52
58x28b
1.'14
1.21
6.50
6.'14
6.50
5.50
JOIST
SIZE
LINTELS
DOOR
IAIIDTH
UP TO
5000mm
UP TO
4~00mm
LINTELS FOR
IAIOOD FRAMING
LINTELS FOR
BRICK VENEER ~Omm
LINTELS FOR
SOLID MASONRY 200mm
NOT
SUFFORTIN<5
THE ROOF
5UFFORTIN15
THE
ROOF
NOT
SUFFORTIN<5
THE ROOF
NOT
SUFFORTIN<5
THE ROOF
SUFFORTIN15
THE
ROOF
2/:38xl84
2/:38x286
2/:38xl84 +
2/58x28b +
AN<5LE 125x'!Ox8 AN<5LE 125x'!Ox8
2 ANeLES
150xiOOxiO
~150x.22 ..PLATE 200xl0
2/:38x286
4/58X286 OR
2- 45x500
I.'IE LVL
v-t.200x.21 +
PLATE 200xl0
MUST BE
DESIGNED
MUST BE
DESIGNED
5UFFORTIN15
THE
ROOF
"'""-200x.21 +
PLATE 200xl0
GENERAL NOTES
I.
ALL LUNBER TO BE NO. I.$ 2 SPRUCE OR BETTER
2.
ALL PLYHOOD SHALL BE STANPED
3.
ROOF LOAD DESIGN 1.0 kPa OR 1.5 kPa
4.
ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.
5.
IF GARAGE HALL IS LESS THAN 600mm TO THE PROPERTY LINE PROVIDE
15.'4mm TYPE 'X' DRYJAlALL INTERIOR SHEATHING. NO HINDOHS ARE
PERMITTED IN GARAGE HALLS LESS THAN 1200mm FROM PROPERTY LINE.
6.
FOR ONE STOREY HOOD FRAHE DETACHED GARAGES LESS THAN 55H2.
EXTERIOR GRADE
AN ALTERNATE FOOTING HAY BE USED, SEE DETAIL SHEET G02c.
1.
GARAGE SLAB SHALL BE 32 Hpa CONCRETE 01/ 5% - 8% AIR ENTRAINMENT
SLOPED TO DRAIN TO THE OUTSIDE.
8.
ROOF SHEATHING SHALL BE HIN. '1.5mm PLYHOOD PROVIDE 'H' CLIPS
IF RAFTERS OR .JOISTS ARE SPACED GREATER THAN 400mm O.G.
'1.
PROVIDE A LIGHT FIXTURE IN THE GARAGE.
10.
STEEL BEAHS TO BE SUPPORTED BY SOLID HASONRY (I'!Omm BEARING ON
HASONRY OR 13mm DIA. STEEL COLUHN).
II.
LINTELS AND BEAHS TO BE DESIGNED BY A QUALIFIED PERSON FOR
SPANS GREATER THAN 4'100mm
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC DETACHED GARAGE
STANDARD DETAIL
TABLES 4 NOTES
DWG. NO.
G02b
2007
,-------------------------------~ ~:~~GSTOP
38x8"1 RAFTERS
/jjl 400 o.c.
II
FOR FLAT ROOF
STRUCTURE
SEE TABLES
ON SHEET GO.::!b
SLOPE FOR
DR.A.INA6E
FASCIA BOARD ¢
VENTED SOFFIT
FINISH AS PER
ELEVATIONS
EAVESTROUGH, RV"-U..
FASCIA BOARD ~
SOFFIT, FINISH AS
PER ELEVATIONS
FRANE !i.ALL CONSTRUCTION
FINISH AS FER ELEVATIONS
SHEATHING PAPER LAYERS
Jli!-----IJL--------___j ~~~:oRi~PEEAG~~~~~~
FRANE HALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEATHING PAPER LAYERS
;:3Bx8"1 HOOD STUDS s 400 O.C.
DOUBLE PLATE @ TOP
SILL PLATE Cil BOTTON
Jaiii---~M--------J-___j ~~T~:o~~;~E~~~~:G
;.'18x8"1 riOOD STt.JDS G 400 O.C.
DOUBLE PLATE fll TOP
SILL PLATE® BOTTON
I
'i'
~
I
@FLAT ROOF
E
E
0
0
0
I()
IS "'mm TYPE 'X' DRYriALL
IF LESS THAN 600mm
TO THE PROPERTY LINE
HOOD SILL PLATE FASTENED TO
FOUNDATION riALL K! MINIMUM
12.1mm DIAMETER ANCHOR BOLTS
EMBEDDED MIN. IOOmm IN CONCRETE
~ .::!400mm O.G. MA><. $ PROVIDE
CAULKING OR 6ASKET BETr!EEN
PLATE ~ FOLJNDATION riALL
riOOD SILL PLATE FASTENED TO
FOUNDATION riALL HI HINIHUM
12.1mm DIAMETER ANCHOR ElOL T5
EMBEDDED MIN. IOOmm IN GONGRETE
€> 2400mm O.C. MAX. ~ PROVIDE
CAULKING OR GASKET BETriEEN
PLATE ~ FOUNDATION riALL
SLOPE GR.A.DE
AHAY FROM
BLJILDING
TOP BLOCK COURSE
FILLED HI MORTAR
OR CONCRETE
;,~~: F~rfE f--------BUILDING
15mm POLJRED GONG. SLAB
3.::!MPCl <!i 28 DAYS
5% - 8% AIR ENTRAINMENT
OPTIONAL Hr!N REINFORC-ING
IN CENTER OF SLAB
IOOmm COMPACTED
GRANULAR FILL
45"
1Smm POURED CONCRETE SLAB
52NPCl @ 28 DAYS
5% - 8% AIR ENTRAINMENT
OPTIONAL rlriN REINFORCING
IN GENTER OF SLAB
IOOmm GONPAGTED
eRANULAR FILL
z
I
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E
EXCAVATE TO
REMOVE ALL
OR6ANIC
MATERIAL
3
0
0
N
200mm
HIN.
ALTERNATE FOR FRAME GARAGE
MAXIMUM 55M2, ONE STOREY JAlOOD FRAME ONLY
400mmxl00mm DEEP POURED
GONG-. FTG. (TYPIGAL)
FOOTING TO BEAR ON
UNDISTURBED SOIL
o.
·0
.o
These drawings and are provided for information purposes only. They do not necessarily
represent every detail of building construction, or all minimum standards which apply. For more
detailed information about construction regulations refer to the Ontario Building Code, or a
qualified designer.
CJ) HALL SECTION
TITLE
TACBOC DETACHED GARAGE
STANDARD DETAIL
FRAME DETAILS
DWG. NO.
G02c.
2007
FOR FLAT ROOF
~----1 ;~~u~~~s
3
/1
SLOPE FOR
DRAINA6E
ON SHEET 60.2b
,------------------~~~1
I
I
I
FASCIA BOARD '
'----§~~}-lfl---++---1 ~~~~~~~~T
EAVESTROUGH, RHL
FASCIA BOARD $
ELEVATIONS
SOFFIT, FINISH AS
PER ELEVATIONS
15."1mm TfPE 'X' DRYHA.LL
IF LESS THAN bOOmm
TO THE PROPERTY LINE
BRICK VENEER ViALL
OfOmm FACE BRICK
25mm AIR SPACE
O.l6mm THICK x22mm HIDE
BRICK VENEER HALL
"10mm FACE BRICK
25mm AIR SPACE
0.16mm THICK x22mm HIDE
6ALVANIZED 1'1"ETAL TIES ll1l
400mm 0 G. HORIZONTAL,
600mm O.G. VERTICAL
,1''7'74--lfl--~cf>!-- INSTALLED HITH GALVANIZED
SPIRAL NAILS OR SCREHS
SHEATHING PAPER HI LAYERS
TO OVERLAP EACH OTHER
EXTERIOR TYPE SHEATHIN6
:3Bx8<! HOOD STUDS ll1l 400 0 C.
DOUBLE FLA TE ® TOP
SOLE PLATE @ BOTTOM
<SALVANIZED NETAL TIES liil
400mm O.C.. HORIZONTAL,
600mm O.C.. VERTICAL
INSTALLED HITH Gf>.J...VANIZED
SPIRAL NAILS OR SC.REHS
SHEATHINB PAPER HI LAYERS
TO OVERLAP EAC.H OTHER
EXTERIOR TYPE SHEATHIN6
58x8<i HOOD STUDS® 400 O.C.
DOUBLE PLATE ® TOP
SOLE PLATE Cil BOTTOM
15.'1mm TYPE 'X' DRYiiALL
IF LESS THAN 600mm
TO THE PROPERTY LINE
@FLAT ROOF
0.50mm POLY FLASHIN6
HINIHUH 150mm UP BEHIND
SHEATHING PAPER
PROVIDE HEEP HOLES
e HAX. 800mm APART
HOOD SILL PLATE FASTENED TO
FOUNDATION HALL r{l HINIHUH
12.fmm DIAMETER ANCHOR BOLTS
EMBEDDED MIN. IOOmm IN GONGRETE
Cil 2400mm O.C.. HAX. ~ PROVIDE
CAULKING OR GASKET BETHEEN
PLATE ~ FOUNDATION V'li\LL
SLOPE GRADE
AHAY FROM
BUILDING
TOP BLOGK COURSE
FILLED HI MORTAR
OR CONCRETE
JSmm POURED CONCRETE SLAB
:;i.2MPa ® .28> DAYS
5% - 8% AIR ENTRAINMENT
OPTIONAL ~M REINFORG.IN6
IN CENTER OF SLf'.B
IOOmm COMPACTED
6RANULAR FILL
z
I
1"10mm CONCRETE BLOCK
OR POURED C.ONC.RETE
E
E
G
G
,fi'C-\--IcJc-"'-,f~--1 FOUNDATION HALL
C-ONTINUOUS UNDER
6ARA6E DOORS
N
400mmxiOOmm DEEP POURED
CONC.. FTG. (TYPIGAU
FOOTIN6 TO BEAR ON
UNDISTURBED SOIL
CD
WALL SECTION
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC DETACHED GARAGE
STANDARD DETAIL
BRICK VENEER DETAILS
DWG. NO.
G02d
2007
rSRAVEL STOP
FLASHINrS
58x8<! RAFTERS
@ 400 o.c.
3
1/
SLOFE FOR
DRAINArSE
FOR FLAT ROOF
STRJJC.TURE
SEE TABLES
ON SHEET 60:2b
-----------------------~~--
ANC.HOR 58xl40 TOP f'LATI:
TO MINIMUM OF 2 C.OURSES OF
BRIC.K FOR SOLID BEARING
12.1mm DIA. ANCHOR BOJ.. TS
c :2000mm o.c.. MAXIMUM
EMBEDDED MIN. <!Omm
INTO THE MASONRY HALL
ANCHOR 58xl40 TOP PLATE
TO MINIH..JM Of 2 COURSES OF
BRICK FOR SOLID BEARING
12.1mm DIA ANCHOR BOLTS
® 2000mm O.C.. MAXII-1UM
EMBEDDED MIN. <!Omm
INTO THE MASONRY HALL
EAVESTROUGH, RV"-IL
FASCIA BOARD t
SOFFIT, FINISH AS
PER ELEVATIONS
EAVESTROUGH, RV"-IL
FASCIA BOARD t
SOFFIT, FINISH AS
PER ELEVATIONS
SOLID MASONRY HALL
I<!Omm C.ONc.RETE BLOC.K OR
<!Omm FACE BRIC.K W
<!Omm C.ONc.RETE BLOC.K BACKUP
PROVIDE HEADER COURSE
EVERY 1TH COURSE OR
4.16mm GALV. BONDING RODS
G <!OOmm O.C. HORIZONTAL
t 460mm O.C.. VERTICAL
FLAT ROOF
These drawings and are provided for information purposes only. They do not necessarily
represent every detail of building construction, or all minimum standards which apply. For
more detailed information about construction regulations refer to the Ontario Building Code,
or a qualified designer.
TOP BLOC.K COURSE
FILLED Vii MORTAR
OR C.ONC.RETE
15mm POURED C.ONC.R.ETE: SLAB
52HPa ® 28 DAYS
5% - 8% AIR ENTRAINHENT
OPTIONAL. HHM R.EINFORGING
IN GENTER OF SJ..AB
IOOmm C.OHPAC.TED
GRANULAR FILL
z
I
I<!Omm CONCRETE BLOCK
OR POURED CONCRETE
FOUNDATION HALL
CONTINUOUS UNDER
GARAGE DOORS
E
E
G
G
"
400mmxl00mm DEEP POURED
GONG. FTG. (TYPICAL)
FOOTING TO BEAR ON
UNDISTURBED SOIL
CD
HALL SECTION
TITLE
TACBOC DETACHED GARAGE
STANDARD DETAIL
SOLID MASONRY DETAILS
DWG. NO.
G02e
2007
I 2x8 HOOD BLOCKIN61
I BETHEEN HALL STUDS I
'125 mm
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3-3 1;2" SPIRAL
NAILS OR SCREHS
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W.C. FRONT ELEVATION
SHOWER/TUB WALL SIDE ELEVATION
GRAB BAR REINFORCEMENT
REINFORCEMENT SHALL BE INSTALLED TO PERNIT
THE FUTURE INSTALLATION OF A 6RAB BAR IN THE
MAIN BATHROOM OF A DHELLIN6 UNIT. IF 6RAB BAR
IS NOT INSTALLED AT TIME OF CONSTRUCTION.
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
BLOGKING FOR BOTH GONFIGURATIONS AT SIDE OF
HATER CLOSET IS REQUIRED.
GRAB BAR INSTALLATION SPECIFICATION
I.
BESIDE WATER CLOSET
3. BEHIND BATHTUB OR SHOWER
MIN. ~OOmm LON6 6RAB BAR MOUNTED
HORIZONTALLY ON HALL APPROXIMATELY
850mm ABOVE FINISHED FLOOR
OPTION I
L-SHAPED GRAB BAR JAIITH 160mm LONG
HORIZ. AND VERT. GONPONENTS NOUNTED
01/ HORIZ. COMPONENT 150mm TO '100mm
A.F.F. AND THE VERTICAL COMPONENT
150mm IN FRONT OF TOILET BOHL.
OPTION 2
MIN. 160mm LON6 6RAB BAR MOUNTED
AT A 50" TO 50" AN6LE SLOPIN6
UPHARDS AHAY FROM HATER CLOSET
LOCATE OPPOSITE SHOJAlER ENTRANCE
SO THAT NOT LESS THAN 300mm OF ITS
LEN6TH IS AT ONE SIDE OF THE SEAT.
4. GRAB BAR ATTACHMENT
01/ LOHER END OF BAR MOUNTED 150mm TO "'OOmm
A.F.F. AND 50mm IN FRONT OF TOILET BOHL.
6RAB BAR MUST BE ATTACHED HITH
SCREHS HHICH PENETRATE AT LEAST
52mm INTO THE SOLID BLOCKIN6.
2. BEHIND WATER CLOSET
MIN. 600mm LONG GRAB BAR MOUNTED
HORIZONTALLY ON HALL 840mm TO
'120mm ABOVE THE FLOOR AND 150mm
ABOVE THE JAlATER TANK IF APPLICABLE.
TITLE
TACBOC BARRIER FREE Y"'ASHROOM
STANDARD DETAIL
6RAB BAR 1-lALL REINFORGIN6
DWG. NO.
HOI
2007
These drawings and are provided for information purposes only. They do not necessarily represent every
detail of building construction, or all minimum standards which apply. For more detailed information about
construction regulations refer to the Ontario Building Code, or a qualified designer.
2000mm
HIN. 460mm
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DOOR OPERATOR
FOR OUTHARD
MANEUVERING
SPAGE AD.JAGENT
TO HATER GLOSET
f----+"'-
SHIN6IN6 DOORS
UNIVERSAL TOILET ROOM IAI/
OUTIAIARD SIAIINGING DOOR
CLEARANCES FROM
IAIALL TO FIXTURES
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IAIATER CLOSET $ GRAB BARS
DOORS
LAVATORIES
A MINIMUM ~OOmm DOOR IS REQUIRED HITH A MINIMUM
UNOBSTRUCTED CLEAR HIDTH OF 850mm. THE DOOR
MUST SHINS OUT, UNLESS ENOUGH AREA IS PROVIDED
MUST 6E NOT MORE THAN 840mm FROM THE TOP OF A
BASIN OR VANITY TO THE FLOOR. A 100mm HIDE AREA
REQUIRES THE FOLLOHIN6 CLEARANCES BENEATH THE
JAIITHIN THE HASHROON TO PERMIT GLOSING THE DOOR
JAIITHOUT INTERFERING JAIITH THE HHEELGHAIR. DOORS
LAVATORY: l35mm UNDER THE FRONT EDGE: 685mm AT
A POINT 205mm BAGK FROM THE FRONT EDGE; 230mm
MAY 6E LOCKABLE, 6UT GAPA6LE OF EMERGENCY
RELEASE FROM THE OUTSIDE. DOOR OPENING DEVICES
SHALL 6E LEVER TYPE DESIGN THAT DOES NOT REQUIRE
OVER THE DISTANCE FROM A POINT 280mm TO A POINT
430mm 6AGK FROM THE FRONT EDGE. INSULATED
PLUM6IN6 OR HATER SUPPLY TEMPERATURE LIMITED TO
TIGHT 6RASPING OR TJAIISTING OF THE JAIRIST. A DOOR
43o TO PREVENT BURNS. FAUGET HANDLES OF THE
CLOSER ; A POHER OPERATOR IS REQUIRED HHERE
LEVER TYPE OR AUTOMATICALLY OPERABLE ARE
REQUIRED, AND MUST NOT 6E SPRING-LOADED NOR
THE DOOR OPENS OUTHARD.
LOGA TED NO FURTHER THAN 485mm FROM THE GENTRE
IAIATER CLOSET
LINE TO THE FRONT EDGE OF THE BASIN OR VANITY.
A SEAT HEIGHT OF 400mm TO 400mm IS REQUIRED.
FLUSHING CONTROLS MUST 6E EASILY AGGESSIELE TO A
HHEELGHAIR USER OR 6E AUTOMATICALLY OPERABLE.
A BAGK SUPPORT IS REQUIRED JAIHERE THERE IS NO SEAT
LID OR TANK. SEATS MUST NOT 6E SPRIN6-AGTIVATED
ACCESSORIES
A GOAT HOOK MUST 6E PROVIDED. ALL ACCESSORIES,
SUGH AS SOAP AND TOJAIEL DISPENSERS, NUST BE MOUNTED
NOT NORE THAN 1200mm FRON THE FLOOR. TOILET PAPER
GRAB BARS
THO ARE REQUIRED, ONE BEHIND THE JAIATER GLOSET,
THE OTHER TO BE NOUNTED BESIDE THE JAIATER GLOSET.
SEE THE ILLUSTRATION ABOVE FOR DIMENSIONING. GRAB
EARS MUST 6E SLIP RESISTANT, 30-40mm DIAMETER,
AND MUST SUPPORT A LOAD UP TO 1.3kN APPLIED
VERTICALLY; HORIZONTALLY. 6RA6 EARS MUST 6E
ATTAGHED JAIITH SGREHS JAIHIGH PENETRATE AT LEAST
32mm INTO THE SOLID BLOGKING.
DISPENSERS SHALL BE LOCATED (BELOH THE 6RAB BAR)
JAIITHIN 300mm IN FRONT OF THE TOILET SEAT AND NORE
THAN 600mm ABOVE THE FLOOR
TITLE
TACBOC UNIVERSAL BARRIER FREE TOILET ROOM
STANDARD DETAIL
DWG. NO.
H02
2007
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
'f 1610mm
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--
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MINIMUM IOOmm INTO
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......
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150mm HIN.
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ON UNDISTURBED SOIL
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SECTION 'A-A'
TITLE
TACBOC BARRIER FREE RAMP
STANDARD DETAIL
REQUIREMENTS 4 GONSTRUGTION.
DWG. NO.
H03a
2007
58mm x 184mm
58mm x 184mm
58mm x 184mm
LEVEL LED6ER
SLOPIN6 LED6ER
LEVEL LED6ER
l
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l
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rl58mm x 184mm
I I JOIST FRAMING
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58mm xl40mm
HOOD DECKING
W 6mm GAPS
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ON 200mm
DIA. PIERS
l___j CONCRETE
Y
I PAVERS
PLAN
PROVIDE INTERMEDIATE
PIER II: BEAM FOR EVERY
5200mm OF RAMP
These drawings and are provided for information purposes only. They do not necessarily represent every detail of
building construction, or all minimum standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
I
I
I
3Smm
;~
LIMESTONE
1
SCREENING
-
H
l40mm
COMPACTED
6RAVEL BASE
1
ELEVATION I SECTION
z
INTERMEDIATE
PIER ; BEAM
I
FOR EVERY
5200mm OF RAMP
G
I
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---~
----
PROVIDE AN
E
E
G
N
L _ _ _ _j
GENERAL NOTES
I.
A SITE PLAN OR SURVEY IS REQUIRED
5. HANDRAILS MUST BE TERMINATED IN A
SHOHIN6 ALL LOT LINES 4 DIMENSIONS.
MANNER THAT HILL NOT OBSTRUCT
PEDESTRIAN TRAVEL OR CREATE
A HAZARD.
SIZE II: LOCATION OF ALL BUILDINGS,
LOCATION ; SIZE OF RAMP ; LANDIN6.
2. LUMBER NO. 2 SPF OR BETTER. HOOD
POSTS MIN. S~xS~ (SOLID). USE
CORROSION RESISTANT SPIRAL NAILS
OR SCREHS.
3. CONCRETE PIERS SHALL BEAR ON
UNDISTURBED SOIL. THE BEARIN6
CAPACITY OF THE SOIL SHALL BE
b. PROVIDE A MIN. 40mm CLEARANCE
BETHEEN THE HANDRAIL AND
THE MOUNTIN6 SURFACE.
1. HANDRAILS/6UARDS SHALL BE
DESIGNED AND CONSTRUCTED SUCH
THAT THEY HILL HITHSTAND O.':::JkN
POINT LOADS AND 0.1kN/m UNIFORM
LOADS FROM ANY DIRECTION.
A MINIMUM 15kPa.
4. HANDRAILS, ON 60TH SIDES, W 30-40mm
CIRCULAR CROSS SECTION OR I00-155mm
NON-CIRCULAR PERIMETER HI MAX.
51mm CROSS SECTIONAL DIMENSION.
TITLE
TACBOC BARRIER FREE RAMP
STANDARD DETAIL
C.ONSTRIJC.TION DETAILS.
DWG. NO.
H03b
2007
<!i
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ill
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SHOHER~------~+--------------t~
~----------i--i+---1 LAVATORIES
HATER
~==r----t-t~~GLOSET
,-------~r-~LAVATORY
HOSE f--------BIB
GURB VALVE
SET IN GRAVEL
(HETER IN HOUSE)
4=!--------,
GRADE
HHT
0
ce +-+----f-----1 DRAIN VALVE
~
(OPTIONAL)
---lLOGATION OF
HATER HETER
L __
HATERTI6HT
SLEEVE
BAGKFLOJAI
CORPORATION
GOGK
(IF REQ'D)
c_____-j PREVENTER
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
IF REQ'D.
c_____---1 BUILD IN6
PUBLIC
HATER
HAIN
HOT HATER
SHUTOFF
GOLD HATER
IAIATER SUPPLY PIPING
VENT
THRU
ROOF
SUTTER 4
DOJAINSPOUT
TO GRADE
HORIZONTAL VENT
LINES SHALL EXTEND
ABOVE THE FLOOD f-----~
LEVEL RIH OF THE
HIGHEST FIXTURE,
h
GANG
VENTS
HHERE
PRACTICAL
I
I
I
----1---,--,
,---i----';--t--Ht--l LAVATORIES
1
PUBLIC
'-----jSANITARY
SEHER
SEHAGE PUHP OR
- 1 - - - - - - - J - - j SEHAGE EJEG TOR
IF REQUIRED
ALTERNATIVE
'-----jLOGATION OF
SANITARY SE01ER
SEHAGE PUHP OR
SEJAIAGE E.JEG TOR
IS USED JAIHEN SEJAlER
IS ABOVE L001EST
SANITARY FIXTURE
DRAINAGE .$ VENTING
TITLE
TACBOC RESIDENTIAL PLU!VIBING
STANDARD DETAIL
SGHEMATIG PLANS
DRAINAGE PIPING
VENT PIPING
DWG. NO.
POl
2007
EXTERNAL
LEADER
TO GRADE
~
SUBSOIL
DRAINAGE
CONNECTION
,-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SANITARY
BUILDING
DRAIN
~PRIMER
4"
G/0
4"
C/0
3"
F.D.
STORM
SUMP
FORGE~
MAIN
1
SM
1
I
l________ ----------------------- --------------~--~ -=-~---Jl,~FROM
~;g~~~~~DE
HEXTERNAL
SUBSOIL
DRAINAGE
STRUCTURE
LEADER
CONNECTION
TO GRADE
DISCHARGING SUBSOIL DRAINAGE ABOVE GRADE- SEPARATE SYSTEM
w
--------------------------------------------,
I
I
z
3M
GHEGK
VALVE
SUMP PIT
01/ SEALED
GOVER
I
I
GRADE
SUB-SOIL
FOUNDATION
DRAINAGE
~
UNION
.
'
JAIHEN NO STORN DRAIN IS
STORN
SUMP
AVAILABLE OR IT IS NOT ALLOJAIED,
THE FOUNDATION DRAINAGE MUST
DISCHARGE ABOVE GRADE AT
STORM SUMP PUMP
LEAST 3M FRON THE BUILDING
AND MUST NOT CREATE A HAZARD
CONNECTION
DOJAINSTREAH
OF BUILDING f - - - ,
TRAP IF ONE
IS INSTALLED
C/O
FORGE
MAIN
These drawings and are provided for information
purposes only. They do not necessarily represent every
detail of building construction, or all minimum
standards which apply. For more detailed information
about construction regulations refer to the Ontario
Building Code, or a qualified designer.
SEJAIAGE
TANK
VENT
>-----VALVE
L--~
I
I
-
/ _ _ _ _---1 CHECK
VALVE
UNION
~
GRAVITY DRAI NAGE
BEL001 LEVEL OF
BUILDING DRAI N
OR SEHER
SEHAGE
I
TANK
(SUMP)
I
~
SUBMERS IBLE I
EJECTOR
PUMP
I
r/L
.u
7T
~
II
SANITARY SE01AcSE PUMP
TITLE
TACBOC STORM AND SANITARY SUMPS
STANDARD DETAIL
5GHEMATIG PLANS
SLOPE
01HERE A SUMP OR TANK RECEIVES
SErlAGE IT SHA LL BE HATER TIGHT,
AIR TIGHT AND SHALL BE VENTED.
DWG. NO.
P02
03-2012
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
BATHROOM
SHOHER
~
BATHTUB
~
I
I
I
I
I
------116REYHA TER
!-:
RECOVERY
1
I
I
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:
CAUTION, HASHING HAGHINE
CONNECTION MAY IMPACT
GREYHATER QUALITY DUE
TO LINT 4 COLOUR
Lt
H
PLUHBING
.II
.
VENTILATION
H
BYPASS
OVERFLOH
SEE NOTE >5
',.... __ _
I~
_ , _ , _ , _ ~~~~ATER - ..
RECYCLING
SYSTEH TANK
I~
F=~O===J======<J
/
r
TANK
I
OVERFLOHif-------1
CLEAN
JAlATER IN
SEE NOTE #4
I~IRGAP OR
L_-----jBACKFLOH
SERVICEL
DRAIN
I
GREY01ATER SUPPLY
GREYHATER RECOVERY
IPREVENTER
SANITARY SEHAGE
,__...,....~
\..
-e-.. - .. _,_,_..)
GREYJAIATER
---M------·
\..
/
~---
TOCITYf------,
SEHER '
I
NOTES,
I.
THE BUILDING CODE PERMITS TOILETS, URINALS AND TRAP SEALS TO BE SUPPLIED BY RECYCLING GREYHATER
RATHER THAN BY THE POTABLE 01ATER SUPPLY SYSTEM. GREY01ATER IS THE DISCHARGE FRON FIXTURES OTHER
THAN TOILETS, URINALS, BIDETS OR OTHER SANITARY UNITS.
2. THE GREYJAlATER SYSTEM HUST BE COMPLETELY SEPARATED FROM THE SANITARY DRAINAGE SYSTEM USING
INDEPENDENT GREYHATER SUPPLY AND DRAINAGE PIPING, AS SHOHN ON THE SCHEMATIC DIAGRAM. ALL CONNECTED
FIXTURES MUST BE CONNECTED AND VENTED ACCORDING TO THE BUILDING CODE.
5. AN OVERFLOH PIPE CONNECTED TO A SANITARY DRAIN MUST BE INSTALLED FROM THE GREYHATER SUPPLY TANK
HHICH INCORPORATES AN AIR GAP OR CHECK VALVE TO PREVENT CONTAMINATION IN THE EVENT OF A SANITARY
SEHAGE BACKUP.
4. BACKUP POTABLE HATER SUPPLY TO THE GREYHATER SUPPLY TANK IS REQUIRED TO MAINTAIN SUPPLY IN THE
EVENT CONNECTED FIXTURE DEHAND EXCEEDS THE TANK SUPPLY CAPACITY. THE POTABLE HATER SUPPLY PIPE
HUST BE PROTECTED HITH AN AIR GAP OR TESTABLE REDUCED PRESSURE PRINCIPLE BACKFLOH PREVENTOR.
5. A NON-POTABLE HATER SYSTEM SHALL NOT BE CONNECTED TO A POTABLE HATER SYSTEH
b. NON-POTABLE HATER SUPPLY PIPING SHALL BE IDENTIFIED BY MARKINGS THAT ARE PERMANENT, DISTINCT
AND EASILY RECOGNIZED.
l.
AN OUTLET FROM A NON-POTABLE HATER SYSTEM SHALL NOT BE LOCATED 01HERE IT GAN DISCHARGE INTO A
SINK OR LAVATORY, A FIXTURE INTO HHICH AN OUTLET FROH A POTABLE HATER SYSTEH IS DISCHARGED OR A
FIXTURE THAT IS USED FOR A PURPOSE RELATED TO THE PREPARATION, HANDLING OR DISPENSING OF FOOD,
DRINK OR PRODUCTS THAT ARE INTENDED FOR HUNAN CONSUHPTION.
TITLE
TACBOC GREYjl\jATER RECYCLING
STANDARD DETAIL
SGHEMATIG PLAN, NOTES
DWG. NO.
P03
2007
I.
MATERIALS AND EQUIPMENT
e
e
2.
A 'T' FITTING SHALL NOT BE USED IN A DRAINAGE SYSTEH EXCEPT TO CONNECT A VENT PIPE
A CROSS FITTING SHALL NOT BE USED IN A DRAINAGE SYSTEM
e NO 'Y', DOUBLE 'TY', DOUBLE 'T' OR DOUBLE JAIASTE FITTIN6 SHALL BE INSTALLED IN A NOHINALLY
HORIZONTAL SOIL OR HASTE PIPE
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building
construction, or all minimum standards which apply. For more detailed information about construction regulations refer to
DRAINAGE SYSTEM
the Ontario Building Code, or a qualified designer.
e
EVERY SANITARY DRAINAGE SYSTEM AND STORH DRAINAGE SYSTEM SHALL BE PROVIDED HITH
CLEANOUTS THAT JAIILL PERHIT CLEANING OF THE ENTIRE SYSTEH.
e
A GLEANOUT FITTING SHALL BE PROVIDED ON THE UPSTREAM SIDE AND DIRECTLY OVER EVERY RUNNING TRAP.
HORIZONTAL SOIL OR HASTE PIPE.
JAIHERE THERE IS A CHAN6E OF DIRECTION GREATER THAN 45 DEGREES IN A SANITARY BUILDIN6 DRAIN OR
e
SANITARY BUILDING SEHER, A GLEANOUT SHALL BE INSTALLED AT EACH CHANGE IN DIRECTION
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
e
EVERY SANITARY BUILDING DRAIN OR STORH BUILDING DRAIN SHALL BE PROVIDED r!ITH A CLEANOUT FITTING
THAT IS LOCATED AS CLOSE AS PRACTICAL TO THE PLACE r!HERE THE DRAIN LEAVES THE BUILDING.
EVERY SOIL OR r!ASTE STACK SHALL BE PROVIDED JAliTH A GLEANOUT FITTING AT THE BOTTOH OF THE STACK.
A CLEANOUT SHALL BE INSTALLED ON A FIXTURE DRAIN SERVING A KITCHEN SINK.
JAlHEN GRAVITY DRAINAGE TO A SANITARY DRAINAGE SYSTEH IS POSSIBLE, A FLOOR DRAIN SHALL BE
INSTALLED IN A BASEHENT, FORHING PART OF A Dr!ELLING UNIT.
SANITARY UNITS, BATHTUBS AND SHOJAlER BATHS SHALL NOT BE INSTALLED ADJACENT TO JAlALL AND FLOOR
SURFACES THAT ARE PERVIOUS TO JAlATER.
EVERY FIXTURE SHALL BE PROTECTED BY A SEPARATE TRAP.
PROVISION SHALL BE HADE FOR HAINTAINING THE TRAP SEAL OF A FLOOR DRAIN BY THE USE OF A TRAP SEAL PRIHER.
EVERY DRAINAGE PIPE THAT HAS A SIZE OF 5 INCHES (75mm) OR LESS, AND EVERY FIXTURE DRAIN SHALL HAVE
A DOrlNJAlARD SLOPE IN THE DIRECTION OF FLOJAl OF AT LEAST I IN 50 ( 1/4 INCH PER FOOT).
JAlHERE IT IS NOT POSSIBLE TO COHPL Y r!ITH I IN 50 SLOPE A LESSER SLOPE HAY BE USED IF IT r!ILL PROVIDE
A GRAVITY FLOri OF NOT LESS THAN O.bOH FER SECOND.
EVERY SANITARY BUILDING DRAIN AND EVERY SANITARY BUILDING SErlER SHALL BE AT LEAST 4 INCHES IN SIZE.
EVERY STORH BUILDING DRAIN AND EVERY STORH BUILDING SErlER SHALL BE AT LEAST 4 INCHES IN SIZE
INDIRECT CONNECTIONS OR ANY TRAP THAT HAY OVERFLOJAl SHALL NOT BE LOCATED IN A GRAHL SPACE OR
ANY OTHER UNFREQUENTED AREA.
THERE SHALL BE NO UNUSED OPEN ENDS IN A DRAINAGE SYSTEH AND DEAD ENDS SHALL BE SO GRADED THAT
HATER r!ILL NOT COLLECT IN THEN.
ONLY PIPING THAT IS TOO LOH TO DRAIN INTO A BUILDING SErlER BY GRAVITY SHALL BE DRAINED TO A SUHF
OR RECEIVING TANK.
JAlHERE THE SUHF OR TANK RECEIVES SANITARY SEHAGE IT SHALL BE JAlATER AND AIR-TIGHT AND SHALL BE VENTED.
THE DISCHARGE PIPE FROH EVERY PUHPED SANITARY SErlAGE PUHP SHALL BE EQUIPPED r!ITH A UNION, A CHECK
VALVE AND A SHUT-OFF VALVE INSTALLED IN THAT SEQUENCE IN THE DIRECTION OF DISCHARGE
A SUBSOIL DRAINAGE FIFE THAT DRAINS INTO A SANITARY DRAINAGE SYSTEN THAT IS SUBJECT TO SURCHARGE
SHALL BE CONNECTED IN SUCH A HANNER THAT SErlAGE CANNOT BACK UP INTO THE SUBSOIL DRAINAGE PIPE.
THE DEVELOPED LENGTH OF EVERY FIXTURE OUTLET PIPE SHALL NOT EXCEED 1200mm.
JAlHERE CLOTHES HASHERS DO NOT DRAIN TO A LAUNDRY TRAY, THE TRAP INLET SHALL BE FITTED JAliTH A VERTICAL
STANDPIPE THAT IS NOT LESS THAN 600mm LONG HEASURED FRON THE TRAP HEIR AND THE TOP OF THE STANDPIPE
SHALL TERHINATE ABOVE THE FLOOD LEVEL RIH OF THE CLOTHES JAlASHER IT SERVES
5. VENTING SYSTEM
e
e
e
e
e
e
e
EVERY TRAP SHALL BE VENTED.
EVERY SANITARY BUILDING DRAIN SHALL TERHINATE AT ITS UFSTREAH END IN A STACK OF AT LEAST 5 INCHES IN SIZE.
A STACK SHALL BE A SOIL STACK IF ONE IS AVAILABLE AND HAY BE A VENT STACK OR JAlASTE STACK THAT
PROVIDES AT LEAST 5 INCHES STACK VENT AND THAT GOES TO OPEN AIR ABOVE THE ROOF, EITHER DIRECTLY
OR THROUGH A HEADER
EVERY SUNF OR TANK THAT RECEIVES SANITARY SErlAGE SHALL BE PROVIDED HITH A VENT FIFE THAT IS CONNECTED
TO THE TOP OF THE SUHP OR TANK.
THE NININUH SIZE OF THE VENT FIFE FOR A SANITARY SErlAGE FUNF OR TANK, OR DILUTION TANK SHALL BE ONE SIZE
SNALLER THAN THE SIZE OF THE LARGEST BRANCH OR FIXTURE DRAIN DRAINING TO THE SUHP OR TANK
AIR ADHITTANCE VALVES SHALL ONY BE USED IN BUILDINGS UNDERGOING RENOVATION AND INSTALLATIONS r!HERE
CONNECTION TO A VENT HAY NOT BE PRACTICAL.
INSTALLED AIR ADHITTANGE VALVES SHALL BE ACCESSABLE AND LOCATED IN A SPACE THAT ALLOHS AIR TO ENTER
THE VALVE.
4. POTABLE v-IA TER
e
e
e
e
e
e
e
e
e
e
e
EVERY POTABLE r!ATER SYSTEH SHALL BE CAPABLE OF r!ITHSTANDING r!ITHOUT LEAKAGE A HATER PRESSURE
THAT IS AT LEAST 1000 kFa (145 PSI) FOR AT LEAST I HOUR OR r!ITHSTANDING FOR AT LEAST 2 HOURS
HITHOUT A DROP IN PRESSURE, AN AIR PRESSURE THAT IS AT LEAST 100 kFa (10.:2 PSI).
EVERY FIXTURE SUPPLIED r!ITH SEPARATE HOT AND COLD JAlATER CONTROLS SHALL HAVE THE HOT JAlATER
CONTROL ON THE LEFT AND THE COLD ON THE RIGHT.
A BUILDING CONTROL VALVE SHALL BE PROVIDED ON EVERY HATER SERVICE PIPE AT THE LOCATION JAlHERE
THE JAlATER SERVICE FIFE ENTERS THE BUILDING
EVERY HATER CLOSET SHALL BE PROVIDED HITH A SHUT-OFF VALVE ON ITS HATER SUPPLY PIPE.
EVERY r!ATER PIPE THAT SUPPLIES A HOT HATER TANK, PRESSURE VESSEL, PLUHBING APPLIANCE OR r!ATER
USING DEVICE SHALL BE PROVIDED HITH A SHUT OFF VALVE LOCATED CLOSE TO THE TANK, PRESSURE VESSEL,
FLUNBING APPLIANCE OR JAlATER USING DEVICE.
EVERY FIFE THAT PASSES THROUGH AN EXTERIOR HALL TO SUPPLY HATER TO THE EXTERIOR OF THE BUILDING
SHALL BE PROVIDED r!ITH A FROST-PROOF HYDRANT JAliTH A SEPARATE SHUT-OFF VALVE OR A STOP-AND-JAlASTE COCK
LOCATED INSIDE THE BUILDING AND CLOSE TO THE HALL.
r!HERE A HOSE BIB IS INSTALLED OUTSIDE A BUILDING, INSIDE A GARAGE OR r!HERE THERE IS AN IDENTIFIABLE
RISK OF CONTAHINATION, THE POTABLE HATER SYSTEH SHALL BE PROTECTED AGAINST BACKFLOJAl BY A
BACKFLOJAl PREVENTER.
NO r!ATER SYSTEN BETrlEEN THE POINT OF CONNECTION JAliTH THE r!ATER SERVICE PIPE OR THE HATER NETER
AND THE FIRST BRANCH THAT SUPPLIES A HATER HEATER SHALL BE LESS THAN 5/4 INCH IN SIZE.
EVERY r!ATER SERVICE PIPE SHALL NOT BE LESS THAN 3/4 INCH IN TRADE SIZE
A CHECK VALVE SHALL BE INSTALLED AT THE BUILDING END OF THE JAlATER SERVICE FIFE HHERE THE FIFE IS HADE OF
PLASTIC THAT IS SUITABLE FOR COLD JAlATER USE ONLY.
PROTECTION AGAINST THERHAL EXPANSION SHALL BE REQUIRED HHEN A CHECK VALVE, A BACKFLOH PREVENTER OR
A PRESSURE REDUCING VALVE IS REQUIRED.
5. HOT ii'IATER TEMPERATURE CONTROL
e
SHOrlER VALVES SHALL BE PRESSURE BALANCED OR THERHOSTATIC HIXING VALVES. A PRESSURE BALANCED
OR THERHOSTATIC NIXING VALVE SHALL NOT BE REQUIRED FOR SHOHERS JAlHERE THE HOT JAlATER SUPPLY FOR
SHOrlERS, ARE CONTROLLED BY A HASTER THERHOSTATIC NIXING VALVE. PRESSURE BALANCED OR THERHOSTATIC
NIXING VALVES SHALL BE DESIGNED SUCH THAT THE OUTLET TENPERATURE DOES NOT EXCEED 4<1°G (120°F).
TITLE
TACBOC SPECIFICATIONS-PLUMBING
STANDARD DETAIL
DWG. NO.
P04
2007
Excavation and Backfill
•
•
•
•
Exwvation shall be undertaken in such a manner
so as to prevent damage to existing structures,
adjacent prapert~ and utilities
The topsail and vegetable matter in unexcavated
areas under a building shall be removed. The
bottom oF exwvotions For Foundations shall be
Free oF all organic material
IF termites are knaNn to exist, all stumps, roots
and Hood debris shall be removed to a minimum
depth oF 500mm in exwvated areas under a
building, and the clearance betNeen untreated
structural Naod elements and the ground shall be
no less than 450mm
Backfill Hithin bOOmm of the Foundation Halls
shall be Free of deleterious debris and boulders
over 250mm in diameter
Dampproofing and Drainage
•
•
•
•
•
•
•
In normal soil conditions, the exterior surFaces of
foundation Halls enclosing basements and craHI
spaces shall be dampproofed Hhere h~drostatic
pressure occurs, a NaterprooFing s~stem is
required
Hasonr~ Foundation Halls shall be parged Nith
bmm oF mortar caved over the Footing prior to
dampproaFing
IOOmm dia. Foundation drains shall be laid on level,
undisturbed ground adjacent to the Footings at or
beloN the top of the basement slab or craNI
space floor, and shall be covered Nith 150mm of
crushed stone. Foundation drains shall drain to a
storm seNer, drainage ditch, dr~ Nell or sump
HindoN Hells shall be drained to the footing level
or to a ditch or sump pump.
DoNnspouts not direct!~ connected to a storm
seNer shall have extensions to carr~ Hater aNa~
From the building, and provisions shall be made
to prevent soil erosion
Concrete slobs in attached garages shall be
sloped to drain to the exterior
The building site shall be graded so that surFace,
sump and roof drainage Hill not accumulate at or
near the building and Nil I nat adverse!~ aFFect
adjacent properties
Foundation v-lcllls
To be poured concrete, unit masonr~, ICF or
preserved Hood (see draNings For t~pe and
thickness)
Dampproofing shall be a heav~ coat oF
bituminous material.
Foundation Hall to extend minimum 150mm
above finished grade.
A drainage la~er is required an the outside of a
foundation Noll Nhere the interior insulation
extends more than "'OOmm beloN exterior grade.
A drainage la~er shall consist oF
• Hin. l"'mm mineral fibre insulation Nith min.
Dens it~ oF 51 kg/m 3
• Hin. IOOmm of free drainage granular material,
or
•
An approved s~stem Nhich provides
equivalent perFormance
Foundation Halls shall be braced or have the
floor joists installed beFore backFilling
•
•
•
•
•
concrete Floor Slabs
6arage, wrport and exterior slabs and exterior
steps shall be 52MPa concrete Nith 5-8% air
entrainment
Basement slab 25MPa concrete, minimum 15mm
thick, placed on a minimum IOOmm of
coarse, clean, granular material
All fill other than coarse clean material placed
beneath concrete slabs shall be compacted to
provide uniform support
•
•
•
Masonr~ l'lalls
•
•
•
•
Footings
•
•
•
minimum 15HPa poured concrete
minimum 1200mm beloN finished grade
Footings shall be founded on natural undisturbed
soil, rock or compacted granular Fill Nith
minimum bearing wpacit~ oF 15kPa
IOOkPa Far ICF
•
•
Footing Size
Supporting
Column
Floors
Supporting
Int. Hall
Area
Supported
Ext. Hall
250mm
I
200mm
0.40m2
2
550mm
550mm
0.15m2
5
450mm
500mm
1.00m2
•
Increase exterior Footing Nidth b~ 65mm for each
stare~ of brick veneer supported, b~ 150mm
for each store~ of masonr~ and b~ 150mm For ICF
•
Increase interior footing Nidth b~ IOOmmFor each
store~ of masonr~ above Footing, and b~ IOOmm
For each 2100mm oF Hall height above 5500mm
•
The projedian of an unreinfarced Footing
be~and the Hall supported shall not be greater
than its thickness
Masonr~ Veneer
•
•
•
•
•
Step Footings
•
•
bOOmm max. rise
bOOmm min. run
Hhere constructed of "!Omm brick, Hall shall be
banded Nith a header course ever~ bOOmm ole
vertical I~ and horizontal I~ and "'OOmm ole for
block or tile.
Provide50mmsalid masonr~, concrete filled tap
course or continuous 58x8"1 Hood plate under
all rooF and Floor framing members
Provide I"!Omm so Iid masonr~ under beams and
columns
Hasonr~ Noll to be tied to each tier oF joists Nith
40mm x 4.16mm corrosion resistant steel straps,
ke~ed minimum IOOmm into masonr~. Hhen joists
are parallel to Noll, ties are to extend across at
least 5 joists @ 2000mm o.G.
Inside of Hall to be parged and covered
Nith No. 15 breather-t~pe asphalt paper
For reduced foundation Nails to allaN a brick
Facing Nhile maintaining lateral support, tie
minimum "!Omm brick to minimum "!Omm backup block Nith corrosion resistant ties at least
11.8mm 2 in cross sectional area, spaced 200mm
vertical I~ and "'OOmm horizontal I~, Nith joints
completer~ Filled Nith mortar
Hasanr~ over openings shall be supported on
corrosion resistant or prime painted steel lintels
Nith a minimum of 150mm end bearing
•
These drawings and are provided for information purposes only. They do not necessarily represent
every detail of building construction, or all minimum standards which apply. For more detailed
information about construction regulations refer to the Ontario Building Code, or a qualified designer.
Hinimum 10mm thick iF joints are not raked and
"!Omm thick if joints are raked
Hinimum 25mm air space to sheathing
Provide Neep holes @ 800mm o.c. at the bottom
of the cavit~ and over doors and NindoNs
Direct drainage through Neep holes Nith 0.5mm
pol~ Flashing extending minimum 150mm up
behind the sheathing paper
Veneer ties minimum 0.16mm thick x 22mm Hide
corrosion resistant straps spaced @ 500mm
vertical I~ and bOOmm horizontal I~
Fasten ties Nith corrosion resistant 5.18mm
diameter screNs or spiral nails Nhich penetrate at
least 50mm into studs
TITL£
TACBOC SPECIFICATION- BUILDING CODE STANDARDS
STANDARD DETAIL
EXCAVATION, CONCRETE $ MASONRY
DWG. NO.
SOla
2007
Wood Frame Constru~;tlon
All lumber shall be sprcce-pine-fir No. I 4 2,
• and
shall be identified b~ a grade stamp
Noximum
• installationmoisture content lq% at time of
Framing members "hich are supported an
• nood
concrete in direct contact Hith sail shall be
separated from the concrete Hith 0.05mm
pol~eth~lene or t~pe 'S' roll roofing
Roofing
for roofing shall be corrosion resistant .
• Fasteners
Roofing nails shall penetrate through or at least
12mm into roof sheathing
• least 4 nails for IOOOmm Hide shingle (or 6 llmm staples)
Ever~ asphalt shingle shall be fastened "'th at
protection shall extend qoomm up the roof
• Eave
slope from the edge, and at least 500mm From
Wolls
--
Halls shall consist oL
• . Exterior
cladding
.
.
.•
.
•
air barrier s~stem lapped IOOmm at joints
lumber, pi~Hood, OSB or g~psum sheathing
51>xl40 studs @ 400mm o.~; .
1<51 5.54 insu lotion
51>xl40 bottom plate
51>xl40 double top plate
loadbearing "ails shall consist of,
• . Interior
5!>xe>q studs 400mm o.~; .
.
.
.
•
@
5e>xqe. bottom plate and double 5!>xe>q tap plate
5!>xe>q mid-girts if not sheathed
12.1mm g~psum board sheathing
•
•
Floors
- -
See SOld for floor joist size and spacing
• requirements
• Joists to hove minimum 51>mm of end bearing
•
•
•
•
•
•
•
Joists shall bear on a sill plate fixed to
foundation "ith 12.1mm anchor bolts @ 2400mm o.c
Header joists betHeen 1200mm and 5200mm in
length shall be doubled. Header joists exceeding
5200mm shall be sized b~ calculations
Trimmer joists shall be doubled "hen supported
header is betHeen !>OOmm and 2000mm. Trimmer
joists shall be sized b~ calculations "hen
supported header exceeds 2000mm
51>x51> crass bridging required not more than
2100mm from each support and from ather
ro"s of bridging
Joists shall be supported on joist hangers at all
flush beams, trimmers, and headers.
Nan-loadbearing partitions shall be supported
on a joist or on blacking betHeen joists.
See SOld far subflooring requirements
Columns, BeGims 4 Lintels
Steel beams and columns shall be shop primed 350H steel.
• Minimum
8qmm end bearing For Hood and steel
• beams, Hith
1q0mm solid
beneath the
masanr~
•
•
•
•
Ceiling Hith attic
Roof Hithout attic
Exterior no II
Foundation nail
Foundation > 50% exposed
Exposed Floor
Slabs an 6rode
(unheated)
SOld for rafter, roof joist and ceiling joist size
• See
and spacing requirements
and valle~ rafter shall be 51>mm deeper than
• Hip
c.ommon rafters
5!>xe>q collar ties
rafter spacing Hith 1qxe.q
• continuous
brace at mid span if collar tie exceeds
@
•
•
Notching 4 Drilling of Trusses, Joists, Rafters
in floor, roof and ceiling members to be
• Holes
not larger than 1/4 the actual depth of member
•
•
•
and not less than 50mm from edges
Notches in floor, roof and ceiling members to be
located on top of the member Hithin 1/2 the
actual dehth from the edge of bearing and not
greater t an 1/5 the joist depth
noll studs mo~ be notched or drilled provided
that no less than 2/5 the depth of the stud
remains, if load bearing, and 40mm if non-load
bearing
Roof truss members shall not be notched, drilled
or Heakened unless accommodated in the design
beam.
Steel columns to have minimum outside
diameter oF 13mm and minimum ""II thickness
oF 4.16mm
nood columns For carports and garages shall be
minimum e.qmm x 8qmm; in all ather cases
either 140mm x 140mm or 184mm round, unless
calculations based an actual loads sho" lesser
sizes ore adequate. All columns shall be not less
than the Hidth of the supported member
Nasanr~ columns shall be a minimum of 2qomm
x 2qomm or 240mm x 380mm
Provide solid blocking the Full Hidth of the
supported member under all concentrated loads
Insulation 4 Weatherproofing
Roof 4 Ceilings
2400mm in length
See SOld For roof sheathing requirements
the inside face oF the exterior "all, and shall
consist of T~pe Nor T~pe S Roll Roofing laid
"ith minimum IOOmm head and end laps cemented
together, or glass Fibre or Pol~ester Fibre coated
bose sheets, or self sealing composite
membranes consisting of modified bituminous
coated material or NO.I5 saturated felt lapped
and cemented. Eave protection is not required
for unheated buildings, far roofs exceeding a
slope of I in 1.5, or "here a loH slope asphalt
shingle appliwtian is provided
Open valle~s shall be flashed Hith 2 la~ers of
roll roofing, or I la~er of sheet metal min .
600mm Hide
Flashing shall be provided at the intersection of
shingle roofs "ith exterior Halls and ohimne~s
Sheet metal Flashing shall consist of not less than
1.13mm sheet lead, 0.33mm galvanized steel, 0.53mm
copper, 0.35mmzino, or 0.48mm aluminum
•
•
•
•
RSI 8.81
RSI 5.46
RSI 4.25
R51 3.52
RSI 4.23
RSI 5.46
RSI 1.16
(heated)
RSI 1.16
Suppl~ Ducts in unheated space R51 2.11
Insulation shall be protected Hith g~psum board
or an equivalent interior finish, except Far
unfinished basements "here 0.15mm pol~ is
sufficient for fibregloss t~pe insulations
Ducts passing through unheated space shall be
made airtight Hith tope or sealant
Gau Iking sha II be provided for a II exterior doors
and HindoHs betHeen the frame and the exterior
cladding
neotherstripping shall be provided on all doors
and access hatches to the exterior, except doors
from a garage to the exterior
Exterior "ails, ceilings and floors shall be
constructed sa as to provide a continuous barrier
to the passage of Hater vapour from the interior
and to the leakage of air from the exterior
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC SPECIFICATION - BUILDING CODE STANDARDS
STANDARD DETAIL
HOOD FRAME C.ONSTRUC.TION
* INSULATION
DWG. NO
SOib
03-2012
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
Natural Ventilation
Ever~ roof space above an insulated ceiling shall
be ventilated Hith unobstructed openings equal
to not less than l/300of the insulated ceiling area
Insulated roof spaces not incorporating an attic
shall be ventilated Hith unobstructed openings equal
to not less than 1/150 of the insulated ceiling area.
Roof vents shall be uniform I~ distributed Hith min. 25%
at top of the space and 25% at bottom of the space
designed to prevent the entr~ of rain, snoH or insects
Unheated cra><l spaces shall be provided Hith
O.lm 2 of ventilation for each 50m 2
Minimum natural ventilation areas, Hhere
mechaniwl ventilation is not frovided, are.
Bathrooms.
o.oqm
other rooms,
0.28m 2
Unfinished basement. 0.2% of floor area
Doors and Windo~s
Ever~ floor level containing a bedroom and nat
served b~ an exterior door shall contain at least I
HindoH having an unobstructed open area of 0.55m2
and no dimension less than 580mm, Hhich is
openable from the inside Hithout tools. Maximum
sill height IOOOmm for fin. floors above grade.
Exterior house doors and HindoHs Hithin 2000mm
from grade shall be constructed to resist forced
entr~. Doors shall have a deadbolt lock
The principal entr~ door shall have either a door
vie><er, transparent glazing or o sidelight
Maximum U-value 1.8 far HindoHs $ sliding glass doors
Exterior Wellls
No HindoHs or other unprotected openings are
permitted in exterior Halls less than 1200mm from
propert~ lines
15.qmm t~pe 'x' fire rated dr~><all shall be installed
on the inside face of attached garage exterior
Halls and gable ends of roofs Hhich are less than
1200mm and not less than 600mm from propert~ lines
Non combustible cladding shall be installed on
all exterior Halls less than 600mm from propert~
lines
Geramlc Tile
Hhen ceramic tile is applied to a mortar bed Hith
adhesive, the bed shall be a minimum of 12.5mm
thick $ reinforced Hith galvanized diamond
mesh loth, applied over pol~eth~lene on
subflooring an joists ot no more than 400mm o.c.
Hith at least 2 raHs cross bridging
Access to Attics and C.ra~l Space>s
Access hatch minimum 545mmx 588mm to be
provided to ever~ roof space Hhich is 10m 2
or more in area and more than 600mm in height
Access hatch minimum 500mmx 100mm to be
provided to ever~ croHI space
Garage> Gasprooflng
The Halls and ceiling of an attached garage shall
be constructed and sealed so as to provide an
effective barrier to exhaust fumes
All plumbing and ather penetrations through the
Halls and ceiling shall be caulked
Doors betHMn the dHelling and attached garage
mo~ nat open into a bedroom and shall be
Heotherstripped and hove o self-closer
Alarms and Detectors
•
•
•
At least one smoke alarm shall be installed on or
near the ceiling on each floor and basement level
qoomm or more above an adjacent level
Smoke alarms shall be interconnected and
located such that one 1s Hithin 5m of ever~
bedroom door and no more than 15m travel
distance from an~ point on a floor
A wrbon monoxide detector shall be installed
adjacent to ever~ sleeping area for d><ellings Hith
fuel burning fireplace or stove, or an attached garage
200mm
Rise
• Maximum
Minimum
Run
210mm
• Minimum Tread
255mm
•
lq5omm
Minimum
Head
Room
• Minimum vMth
860mm
• Curved stairs shall have a min. run of 150mm at
•
an~ paint and a minimum average run of 200mm
Hhich converge to a point in stairs must
• Hinders
turn through an angle of no more than qo~ Hith
•
no less than 30° or mare than 45° per tread. Sets
of Hinders must be separated b~ 1200mm along the
run of the stair
A landing is required at the top of an~ stair
leading to the principal entrance to o dHelling
and other exterior entrances Hith more than 5 risers
concrete stairs
• Exterior
require foundations
•
•
•
•
•
•
v-~ith more than 2 risers
Handrails and Guards
A handrail is required for interior stairs
containing more than 2 risers and exterior stairs
containing more than 3 risers
6uords are required around ever~ accessible
surface Hhich is mare than 600mm above the
adjacent level and Hhere the adjacent surface
has a slope more than 1.2
Interior and exterior guards min. qoomm high .
Exterior guards shall be 1010mm high Hhere height
above adjacent surface exceeds 1800mm
6uards shall have openings smaller than IOOmm
and no member betHeen 140mm and qoomm that Hill
facilitate climbing
Plumbing
Ever~ dHelling requires a kitchen sink, lavotar~.
Hater closet, bathtub or shoHer stall and the
installation or availabilit~ of laundr~ facilities
A floor drain shall be installed in the basement,
and connected to the sanitar~ seHer Hhere
grovit~ drainage is possible. In ather cases, it
shall be connected to a seHage ejection pump.
Electrical
•
•
An exterior light controlled b~ an interior sHitch
1s required ot ever~ entrance
A light controlled b~ a sHitch is required in
ever~ kitchen, bedroom, living room, uti lit~
room, laundr~ room, dining room, bathroom!
•
•
vestibule, hoiiHo~, garage and carport. A
sHitched receptacle ma~ be provided instead of a
light in bedrooms and living rooms
Stairs shall be lighted, and except Hhere serving
on unfinished basement shall be controlled b~ o 5
Ha~ sHitch at the head and Foot of the stairs
Basements require a light For each 30m~
controlled b~ a sHitch at the head of the stairs
Mechanical Ventilation
•
•
•
•
•
A mechaniwl ventilation s~stem is required Hith
o total capacit~ at least equal to the sum of.
• 10.0 L/S each for basement and master bedroom
• 5.0 L/S for each other room
A principal dHelling exhaust fan shall be
Installed and controlled b~ a centrall~ located
sHitch identified as such
Supplemental exhaust shall be installed so that
the total copocit~ oF all kitchen, bathroom and
ather exhausts , less the principal exhaust, is not
less than the total required capacit~
A Heat Recover~ Ventilator ma~ be emplo~ed in
lieu of exhaust to provide ventilation. An HRV
1s required if an~ solid fuel burning appliances
ore installed
Suppl~ air intakes shall be located so as to avoid
contamination from exhaust outlets
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC SPECIFICATION - BUILDING CODE STANDARDS
STANDARD DETAIL
ISENERAL INFORMATION, ELEGTRIGAL, MEGHANIGAL
DWG. NO
SOle
03-2012
ROOF RAFTERS (IAIHERE NO CEILING IS INSTALLED)
MAXIMUM CLEAR SPAN (M)
RAFTER
SIZE
ROOF SNOIAI LOAD 1.0 kPa
ROOF SNOIAI LOAD 1.5 kPa
RAFTER SPACING (mm) O.C.
RAFTER SPACING (mm) O.C.
500
400
600
500
400
600
58x8"!
5.11
2.85
2.41
2.12
2.41
2.1b
58xl40
4.'~0
4.45
5.8'1
4.28
5.8'1
5.40
58xl84
b.44
5.85
5.11
5.b2
5.11
4.41
58x255
8.22
1.41
b.58
1.18
b.52
5.5'1
ROOF JOISTS (IAIHERE CEILING IS INSTALLED)
MAXIMUM CLEAR SPAN (M)
.JOIST
SIZE
ROOF SNOIAI LOAD 1.0 kPa
ROOF SNOIAI LOAD 1.5 kPa
.JOIST SPACING (mm) O.C.
.JOIST SPACING (mm) O.C .
500
400
600
500
400
600
58x8"!
2.41
2.24
1.%
2.1b
1.%
1.11
58xl40
5.8'1
5.55
5.08
5.40
5.08
2.b'l
58xl84
5.11
4.b4
4.05
4.4b
4.05
5.54
58x255
b.52
5.'15
5.18
5.10
5.18
4.52
FLOOR JOISTS
MAXIMUM CLEAR SPAN (M)
l"fx64mm STRAPPING
OR DRYIAIALL CLG .
.JOIST
SIZE
58x58mm CROSS
BRIDGING
BOTH STRAPPING
II BRIDGING
58-51mm CONCRETE
TOPPING
.JOIST SPACING (mm) .JOIST SPACING (mm) .JOIST SPACING (mm) .JOIST SPACING (mm
500
400
bOO
500
400
bOO
500
400
bOO
500
400
bOO
58x8"!
1.8b
1.12
1.58
1.'1'1
1.81
1.58
1.'1'1
1.81
1.58
1.'1'1
1.81
1.58
58xl40
58xl84
58x255
58x286
2.'12
2.11
2.4'1
5.14
2.85
2.4'1
5.14
2.85
2.4'1
5.14
2.85
2.4'1
5.54
5.5b
5.20
5.81
5.58
5.21
5.'1'1
5.12
5.21
4.12
5.15
5.21
4.11
5.%
5.11
4.44
4.11
5.'12
4.b0
4.2'1
4.00
5.21
4.1'1
4.15
4.15
4.52
4.50
5.01
4.11
4.42
5.11
4.82
4.4'1
b.25
5.81
4.1'1
GElLING JOISTS
SUBFLOORING
MAXIMUM CLEAR SPAN (M)
.JOIST SPACING (mm) O.C.
.JOIST
SIZE
500
400
bOO
58x8"!
5.11
2.85
2.41
58xl40
58xl84
58x255
4.'10
4.45
5.8'1
b.44
5.85
5.11
8.22
1.41
b.52
FLOOR
.JOIST
UP TO (mm) O.C.
SUBFLOORING MIN. THIC-KNESS (mm)
PLYHOOD
HAFER SD.
LUMBER
400
15.5
15.'1
11.0
500
15.5
15.'1
1'1.0
600
18.5
1'1.0
1'1.0
ROOF SHEATHING
ROOF
FRAMING
(mm) O.C.
ROOF
500
1.5 PLYHOOD, '1.5 HAFER BD.
OR 11.0 LUMBER
'1.5 PLYHOOD, 11.1 HAFER BD.
OR 11.0 LUMBER
12.5 PL'!'HOOD
OR 1"1.0 LUMBER
400
600
SHEATHING MIN. THICKNESS
UNSUPPORTED EDGES
(mm)
ROOF SHEATHING
MIN. THICKNESS
TONGUE $ GROOVE, 'H'-CLIPS (mm)
OR OTHER ED5E SUPPORT
1.5 PLYHOOD, '1.5 HAFER BD.
OR 11.0 LUMBER
1.5 PLYHOOD, "1.5 HAFER BD.
OR 11.0 LUMBER
'1.5 PLYHOOD, 11.1 HAFER BD.
OR 1"1.0 LUMBER
These drawings and are provided for information purposes only. They do not necessarily
represent every detail of building construction, or all minimum standards which apply. For
more detailed information about construction regulations refer to the Ontario Building Code,
ALL LUMBER TO BE NO. I< 2 SPF OR BETTER or a qualified designer.
GENERAL NOTES
I.
2.
STRAPPIN6 4 CROSS BRID6IN6 MAXIMUM 2100mm FROM END SUPPORT 4 OTHER
ROHS OF STRAPPIN6 4 BRID6IN6.
:3.
CEILIN6 JOIST TABLE MAY BE APPLIED ONLY HHERE ATTIC IS NOT
ACCESSIBLE BY A STAIRHAY.
4.
NHERE FINISHED FLOORING GONSISTS OF IC!mm JAIOOD STRIPS, SUBFLOOR
MAY BE REDUCED TO 12.1mm.
TITL£
TACBOC SPECIFICATION - BUILDING CODE STANDARDS
STANDARD DETAIL
STRUCTURAL SPAN TABLES 4 NOTES
DWG. NO.
SOld
2007
ROOF VENTILATION
I , 2300 OF THE INSULA TED
GElLING AREA
UNIFORHL Y DISTRIBUTED
ASPHALT SHINGLES ON HIN.
'1.5mm PL Yr!OOD SHEATHING ON
APPROVED ROOF TRUSSES OR
V'lOOD RAFTERS (SEE PLANS) USE
'H'-GLIPS IF 600mm O.G. SPACING
EAVE PROTECTION TO EXTEND
FROH THE EDGE OF THE ROOF,
C!OOmm UP THE SLOPE BUT NOT LESS f--~
LESS THAN BOOmm BEYOND THE INT.
FAGE OF THE EXTERIOR r!ALL
GARRY MIN. RSI 23.52 INSULATION
L__---j TO GOVER INTERIOR FAGE
OF EXTERIOR r!ALL
EAVESTROUGH, RJAIL
FASCIA BOARD ;
VENTED SOFFIT
FINISH AS PER
THE ELEVATIONS
INTERIOR GElLING FINISH
GONT. AIR/VAPOUR BARRIER
V'l/ MINIMUM RSI 8.81 INSULATION
~:::><
FRAME 01ALL GONSTRUGTION
FINISH AS PER ELEVATIONS
SHEATHING PAPER. LA YERS
TO OVERLAP EAGH 0 THER
RSI 0.88 RIGID INSUL ATION FOR
EXTERIOR TYPE SHEATHING
38xl40 V'lOOD STUDS @ 400 O.G.
RSI 3.52 BATT INSULATION IN
CONTINUOUS GONTAGT V'l/
SHEATHING ; GONTINuous
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTO N
INTERIOR V'lALL FINISH
I EXTERIOR V'lALL MUST HAVE
I MIN. RSI 4.23 INSULATION VALUE
.v
I V'liNDOV'lS SHALL HAVE A
I MAX. U VALUE OF 1.8
~
~
~
>-
FLOOR FINISH
15.5mm H G PL YV'lOOD SUBFLOOR
OR APPROVED EQUAL ON r!OOD
FLOOR JOISTS BRIDGED rl/
f-CONTINUOUS l~x04 STRAPPING
OR 38x38 GROSS BRIDGING OR
SOLID BLOCKING@ 2100 O.G.
<
::::><
V'lOOD SILL PLATE FASTENED TO
FOUNDATION V'lALL HI MINI NUN
12.lmm DIAHETER ANG HOR BOLTS
EMBEDDED MIN. lOOm
@ 2400mm O.G. HAX . II: PROVIDE
CONTINUOUS AIR BARRIER BETrlEEN
PLATE ; FOUNDATION V'lALL
\
"""~-~
~
=-
I SEAL HEADER V'lRAP
I TO VAPOUR BARRIER
I-
~ A
II !
vy
I= li
><
E
E
0 9-0 [l\ll
SLOPE GRADE AHAY I
FROM BUILDING FAGE'I
"';z' oQ
o:Z:
I
:<:'"
B
kl~'
-b'ii£ J§:
1-
I-
I TOP BLOCK COURSE FILLED
I HI MORTAR OR CONCRETE
I SEAL HEADER V'lRAP
I TO FOUNDATION V'lALL
I-
k(C! I= ~'
s;s) ~
BITUMINOUS DANPPRO OFING
ON MINIMUM 0mm PARGING ON
GONGRETE BLOGK FD N. V'lALL
rl/ PARSING GOVED OVER
POURED GONGRETE F OOTING
II-
p
R
Wao
R
0
!::'?
(POURED GONGRETE V'lALLS
TO HAVE TIE HOLES FILLED
V'liTH CEMENT HORTAR
OR DAMPPROOFING)
IJ
0
IC /
DRAINAGE LAYER
- MINIMUM l~mm MINERAL FIBRE
INSULATION HI A DE NSITY OF
NOT LESS THAN 51 kg/N3, OR
- MINIMUM IOOmm OF FREE DRAINING
GRANULAR HATERI AL, OR
- A B.H.E.G. APPROVED
DRAINAGE LAYER MATERIAL
III-
0
"':A
0
'S'
,.?
.
~
1=.
l~d I~
rc} o' -=
b
fl~
-
I SEMI-SOLID BLOCK COURSE
I AT OR BELOV'l GRADE LEVEL
"'"'
I BASEMENT V'lALL MUST HAVE
I MIN. RSI 3.52 INSULATION VALUE
"'z
1eo
240
1800mm
.2.200mm
1¥0
p,
450xl30 DEEP POURED
GONG. FTG. (TY"PIGAL
FOOTING TO BEAR 0
UNDISTURBED SOIL
~
,.-n
"~W '~"A~
IOOmm DIA. r!EEPING
150mm CRUSHED STO NE GOVER
a:;;p
::;:p,
~
;Jll
Y'"...!Ji
I
()1
o
;;,
~ ,_
~ 5<
'/
-,
FULL BASEMENT
_J
<{
f()
f-
x
<{
I
~POLY
MOISTURE BARRIER
SEAL TO FDN V'lALL ; SLAB
"fi./' 00 ~ ~
'o
TACBOC FRAME WALL SEC Tl ON
\))
w
I
}-
'"
SLAB J
w-; ,; ;,'IJ"}-'!Wi-'
TITLE
fI
I
BASEMENT SLAB
l5mm POURED GONG. SLAB
15 HPa H/ O.l5mm POLY
25 HPa 011THOUT POLY
IOOmm CRUSHED STONE
-
()
<{
1200mm
2eo
0
()
BLOCK SIZE HAX. HEI6HT FROH
SLAB TO 6RADE
-
Rr~~ -= ~
r
E
E
38x8'1 r!OOD STUDS @ 400 O.G.
STAND OFF FROM FDN. V'lALL
RSI 2.11 INSULATION W 0.15mm POLY
VAPOUR/BARRIER V'l/
RSI 1.10 RIGID INSULATION
(INTERIOR FINISH IS OPTIONAL)
INSUL. MAY BE TERMINATED
200mm ABOVE FLOOR
-
BACKFILL V'l/ FREE I
DRAINING MATERIAL
STANDARD DETAIL
HEADER r!RAP AIR BARRIER AROUND
CONTINUOUS HEADER JOIST rl/
RSI 1.16 RIGID INSULATION AND
RSI 3.52 BATT OR FOAH INSULATION
These drawings and are provided for
information purposes only. They do not
necessarily represent every detail of building
construction, or all minimum standards which
apply. For more detailed information about
construction regulations refer to the Ontario
Building Code, or a qualified designer.
+
I
~
DWG. NO.
JAtO I
03-2012
ASPHALT SHINGLES ON MIN.
~.5mm PLYnOOD SHEATHIN6 ON
APPROVED ROOF TRUSSES OR
nOOD RAFTERS (SEE PLANS) USE
'H'-CLIPS IF 600mm O.C. SPACING
ROOF VENTILATION
1:300 OF THE INSULATED
CEILIN6 AREA
UNIFORMLY DISTRIBUTED
EAVE PROTECTION TO EXTEND
FROM THE EDGE OF THE ROOF,
~OOmm UP THE SLOPE BUT NOT LESS f - - LESS THAN 300mm BEYOND THE INT.
FAGE OF THE EXTERIOR JAlALL
EAVESTROUGH, RJAlL
FASCIA BOARD ;
VENTED SOFFIT
FINISH AS PER
THE ELEVATIONS
GARRY MIN. RSI 3.52 INSULATION
TO COVER INTERIOR FACE
OF EXTERIOR JAlALL
BRICK VENEER nALL
C!Omm FAGE BRICK
25mm AIR SPACE
0.16mm THICK x22mm JAliDE
6ALVANIZED METAL TIES
INSTALLED n/ 6ALVANIZED
SPIRAL NAILS OR SCREnS
400mm O.G. HORIZONTAL
600mm O.G. VERTICAL
SHEATHIN6 PAPER n/ LAYERS
TO OVERLAP EAGH OTHER
RSI 0.88 RIGID INSULATION FOR
EXTERIOR TYPE SHEATHING
38xl40 JAlOOD STUDS @ 400 O.G.
RSI 3.52 BATT INSULATION IN CONT.
GONTAGT )Al/ SHEATHING
CONTINUOUS VAPOUR/AIR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
INTERIOR HALL FINISH
0.5mm POLY FLASHIN6
NINIMUM 150mm UP BEHIND
SHEATHING PAPER
I--~
PROVIDE nEEP HOLES
@ MAX. 800mm APART
INTERIOR CEILIN6 FINISH
GONT. AIR/VAPOUR BARRIER
HI MINIMUM RSI 8.81 INSULATION
4------j HINDOnS SHALL HAVE A
MAX. U VALUE OF 1.8
FLOOR FINISH
15.5mm T.$G PLYJAlOOD SUBFLOOR
OR APPROVED EQUAL ON JAlOOD
FLOOR JOISTS BRID6ED HI
CONTINUOUS IC!x64 STRAPPING
OR 38x38 GROSS BRIDGING OR
SOLID BLOCKING @ 2100 O.C.
SEAL HEADER nRAP
TO VAPOUR BARRIER
JAlOOD SILL PLATE FASTENED TO
FOUNDATION nALL H/ MINIMUM
12.1mm DIAMETER ANCHOR BOLTS
EMBEDDED NIN. IOOmm IN GONGRETE
@ 2400mm O.G. MAX. 11: PROVIDE
CONTINUOUS AIR BARRIER BETnEEN
PLATE .$ FOUNDATION JAlALL
TOP BLOCK COURSE FILLED
n/ MORTAR OR CONCRETE
SLOPE GRADE AJAlAY I - - - - - FROM BUILDIN6 FACE
1!-==!,..,:2-Jif------j SEAL HEADER JAlRAP
TO FOUNDATION HALL
BITUMINOUS DAMPPROOFIN6
ON MINIMUN 6mm PARGING ON
CONCRETE BLOCK FDN. JAlALL 1-----------jlli
n/ PAR6IN6 COVED OVER
POURED CONCRETE FOOTING
(POURED CONCRETE nALLS
TO HAVE TIE HOLES FILLED
JAliTH CEMENT NORTAR
OR DAMPPROOFIN6)
DRAINAGE LAYER
- NINIMUM IC!mm MINERAL FIBRE
INSULATION )Al/ A DENSITY OF
NOT LESS THAN 51kg/M s. OR
- NINIMUM IOOmm OF FREE DRAINING
GRANULAR NATERIAL, OR
- A BHE.C. APPROVED
DRAINAGE LAYER NATERIAL
BLOCK SIZE
,.0
240
2.0
MAX. HEI6HT FROM
SLAB TO 6RADE
1200mm
1800mm
2200mm
BASEMENT SLAB
l5mm POURED GONG. SLAB
15 MPa W 0.15mm POLY
25 MPa niTHOUT POLY
IOOmm CRUSHED STONE
BACKFILL H/ FREE
DRAINING MATERIAL
450xl30 DEEP POURED
GONG. FT6. (TYPICAL)
FOOTING TO BEAR ON
UNDISTURBED SOIL
POLY MOISTURE BARRIER
SEAL TO FDN. HALL ; SLAB
IOOmm DIA HEEPIN6 TILE H/
150mm CRUSHED STONE COVER
SLAB
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC BRICK VENEER ii'IALL SECTION
STANDARD DETAIL
FULL BASEMENT
DWG. NO.
JAI02
03-2012
FRAME JAIALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEA THINS PAPER, LAYERS
TO OVERLAP EACH OTHER
FLOOR FINISH
RSI 0.88 RISID INSULATION FOR
15.5mm TII:G PLYJAIOOD SU£3Fl_0(JRI
OR APPROVED EQUAL ON 0100D
FLOOR JOISTS BRIDGED HI
EXTERIOR TYPE SHEATHING
58xl40 JAIOOD STUDS@ 400 O.G. f---------JJ=*'ce==~
RSI 5.52 BATT INSULATION IN
CONTINUOUS CONTACT HI
SHEATHINS ; CONTINUOUS
CONTINUOUS l~xS4 STRAPPINS
OR 58x38 CROSS BRIDSINS OR
SOLID BLOCKINS ® 2100 O.C.
VAPOUR BARRIER
DOUBLE PLATE ® TOP
SOLE PLATE® BOTTOM
INTERIOR V'IALL FINISH
SEAL HEADER V'IRAP
TO VAPOUR BARRIER
JAIOOD SILL PLATE FASTENED TO
FOUNDATION V'IALL V'l/ MINIMUM
12.lmm DIAMETER ANCHOR BOLTS
EMBEDDED MIN. IOOmm IN CONCRETE
® 2400mm O.G. HAX. II: PROVIDE
CONTINUOUS AIR BARRIER BETV'IEEN
PLATE 4 FOUNDATION V'IALL
UNHEATED CRAV"'L SPACE
RSI 5.46 INSULATION IN FLOOR
EXTEND VAPOUR BARRIER
SEAL TO JOIST ; SUBFLOOR
PROVIDE O.IM2 VENT AREA PER
50M2 OF GRAHL SPACE ;
SLOPE SRADE AV'IAY
FROM BUILDINS FACE f - - - - - - ,
SRADE
500mmxl00mm AGGESS
TO CRAV'IL SPACE
SEMI-SOLID BLOCK COURSE
AT OR BELOH SRADE LEVEL
450xl00 DEEP POURED
CONC. FTS. (TYPICAL)
GRA01L SPAGE CLEARANCE MINIMUM
SOOmm CLEAR TO U/S OF STRUCTURE
50mm ASPHALT GROUND GOVER OR
IOOmm of 15 MPa PORTLAND GEHENT
GONGRETE OR O.lmm POLY HIN. IOOmm
OVERLAP@ JOINTS JAIEIGHTED D001N
FOOTING TO BEAR ON
UNDISTURBED SOIL
IOOmm DIA. JAIEEPING TILE HI
150mm CRUSHED STONE GOVER
U/S OF FOOTING
FRAME JAIALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEATHING PAPER, LAYERS
TO OVERLAP EACH OTHER
RSI 0.88 RISID INSULATION FOR
EXTERIOR TYPE SHEATHING
58xl40 JAIOOD STUDS@ 400 O.G. f-------li;J!,="~:::'
RSI 5.52 BATT INSULATION IN
CONTINUOUS CONTACT HI
SHEATHINS ; CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE® BOTTOM
INTERIOR V'IALL FINISH
FLOOR FINISH
15.5mm HS PLYV'IOOD SUBFLOOR
OR APPROVED EQUAL ON V'IOOD
FLOOR JOISTS BRIDSED HI
CONTINUOUS IC!x64 STRAPPING
OR 58x58 GROSS BRIDGING OR
SOLID BLOCKING @ 2100 O.G.
SEAL HEADER V'IRAP
TO VAPOUR BARRIER
V'IOOD SILL PLATE FASTENED TO
FOUNDATION V'IALL V'l/ MINIMUM
12.1mm DIAMETER ANCHOR BOLTS
EMBEDDED NIN. IOOmm IN GONGRETE
@ 2400mm O.G. MAX. $ PROVIDE
CONTINUOUS AIR BARRIER BETJAIEEN
HEATED CRAV"'L SPACE
PLATE 4 FOUNDATION V'IALL
PROVIDE 500mmxl00mm
ACCESS TO CRAV'IL SPACE
SEAL HEADER V'IRAP
SLOPE GRADE AJAIAY f - - - - - ,
FROM BUILDINS FACE
/1'1~~!+-- TO FOUNDATION V'IALL
GRADE
~~~~t~~-- SENI-SOLID BLOGK COURSE
AT OR BEL001 GRADE LEVEL
RSI 3.52 INSULATION HI 0.15mm
\1!'----t----f>i,_--1 VAPOUR BARRIER, PROTECT
INSULATION V'l/ INTERIOR FINISH
1 ---------JioF'F~~'*=
BITUMINOUS DAMPPROOFINS
ON MINIMUM Smm PARSINS ON cCONCRETE BLOCK FDN. V'IALL
CRAV'IL SPACE CLEARANCE MINIMUM
SOOmm CLEAR TO U/S OF STRUCTURE
450xl00 DEEP POURED
PROVIDE 0.15 POLY SROUND COVER
MIN. 300mm OVERLAP, SEALED AT JOINTS
CONC. FTS. (TYPICAL)
FOOTINS TO BEAR ON
UNDISTURBED SOIL
$ FOUNDATION 01ALL II: JAIEIGHTED D001N
IOOmm DIA. V'IEEPINS TILE HI
z
I
E
E
()
()
RSI 1.16 TO 600mm
BEL001 GRADE
N
150mm CRUSHED STONE COVER
U/S OF FOOTING
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
DWG. NO.
TACBOC CR.A~L SPACE
STANDARD DETAIL
HEATED 4 UNHEATED
V"l04
03-2012
FRAHE JAlALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEATHING PAPER, LAYERS
TO OVERLAP EACH OTHER
RSI 0.88 RIGID INSULATION FOR
EXTERIOR TYPE SHEATHING
B8xl40 HOOD STUDS " 400 O.C. f-----~+:':cc~~
RSI 3.52 BATT INSULATION IN
CONTINUOUS CONTACT HI
SHEATHING $ CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE " BOTTOH
INTERIOR HALL FINISH
JAIOOD SILL PLATE FASTENED TO
FOUNDATION HALL HI HINIHUH
12.1mm DIAMETER ANCHOR BOLTS
EHBEDDED HIN. IOOmm IN CONCRETE
@ 2400mm O.C. NAX. $ PROVIDE
CONTINUOUS AIR BARRIER BETJAIEEN
PLATE 4 FOUNDATION HALL
FLOOR FINISH
15.5mm T$G PLYJAIOOD "il.IRF'l (J(JR
OR APPROVED EQUAL ON
38x38 SLEEPERS " 400 0 .C.
POLY DAHPPROOFING UNDER
HI RIGID INSULATION (OPTIONAL)
SEAL HEADER HRAP
TO VAPOUR BARRIER
15mm POURED CONCRETE SLAB
15HPa JAl/ 0.15mm POLY
25HPa HITHOUT POLY
IOOmm CRUSHED STONE
RSI 1.16 RIGID INSULATION ON
CONCRETE BLOCK FDN. JAIALL
HIN. 000mm BELOH EXT. GRADE
450x I00 DEEP POURED
GONG. FTG. (TYPICAL)
FOOTING TO BEAR ON
UNDISTURBED SOIL
z
I
E
E
0
0
N
U/S OF FOOTING
BRICK VENEER HALL
C!Omm FACE BRICK
25mm AIR SPACE
0.16mm THICK x22mm HIDE
GALVANIZED HETAL TIES
INSTALLED JAI/ GALVANIZED
SPIRAL NAILS OR SCRErlS
400mm O.C. HORIZONTAL
600mm O.C. VERTICAL
SHEATHING PAPER HI LAYERS
TO OVERLAP EACH OTHER
RSI 0.88 RIGID INSULATION FOR
EXTERIOR TYPE SHEATHING
58xl40 JAlOOD STUDS@ 400 O.C.
RSI 3.52 BATT INSULATION IN CONT.
CONTACT rl/ SHEATHING
CONTINUOUS VAPOUR/AIR BARRIER
DOUBLE PLATE " TOP
SOLE PLATE @ BOTTO)vf
INTERIOR HALL FINISH
FLOOR FINISH
15.5mm HG PLYHOOD SUBFLOOR
OR APPROVED EQUAL ON
58x58 SLEEPERS @ 400 O.C.
POLY DAHPPROOFING UNDER
HI RIGID INSULATION (OPTIONAL)
HOOD SILL PLATE FASTENED TO
FOUNDATION HALL JAI/ HININU)vf
12.1mm DIAHETER ANCHOR BOLTS
EHBEDDED HIN. IOOmm IN CONCRETE
@ 2400mm O.C. NAX. $ PROVIDE
CONTINUOUS AIR BARRIER BETJAlEEN
PLATE $ FOUNDATION JAIALL
O.Smm POLY FLASHING
HININUN 150mm UP BEHIND I ----------+Z::*-11~~;;,.
SHEATHING PAPER
I
PROVIDE HEEP HOLES
@ HAX. 800mm APART
HIN. 0mm PARGING ON
BLOCK FDN. HALL
ABOVE GRADE ONLY
SLOPE GRADE AJAIAY
FROH BUILDING FACE
TOP BLOCK COURSE FILLED
HI HORTAR OR CONCRETE
z
15mm POURED CONCRETE SLAB
15HPa JAl/ 0.15mm POLY
25HPa HITHOUT POLY
IOOmm CRUSHED STONE
I
E
E
0
0
"'
450xl50 DEEP POURED
GONG. FTG. (TYPICAL)
FOOTING TO BEAR ON
UNDISTURBED SOIL
RSI 1.10 RIGID INSULATION ON
CONCRETE BLOCK FDN. JAlALL
HIN. 600mm BELOJAl EXT. GRADE
z
I
E
E
0
0
N
UIS OF FOOTING
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
TACBOC SLAB ON GRADE
STANDARD DETAIL
FRAME $ BRICK VENEER HALLS
DWG. NO.
JAI05
03-2012
ASPHALT SHINGLES ON MIN.
PLYHOOD SHEATHING
38x38 PURLINS @ 400 O.G.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS) USE
'H'-GLIPS IF 600mm O.G. SPACING
MINIMUM 63mm
GLEARANGE
~.5mm
EAVE PROTECTION TO EXTEND
FROM THE EDGE OF THE ROOF,
~OOmm UP THE SLOPE BUT NOT LESS
LESS THAN 300mm BEYOND THE INT.
FAGE OF THE EXTERIOR HALL
MINIMUM 25mm
GLEARANGE
f------,
ROOF VENTILATION
1,150 OF THE INSULATED
GElLING AREA
UNIFORHLY DISTRIBUTED
GARRY MIN. RSI 3.52 INSULATION
TO GOVER INTERIOR FAGE
OF EXTERIOR HALL.
EAVESTROUGH, RHL,
FASCIA BOARD 4
VENTED SOFFIT
FINISH AS PER
ELEVATIONS
INTERIOR GElLING FINISH
GONT. VAPOUR BARRIER
HI MIN. RSI 5.46 INSULATION
25mm BELOH TOP OF ROOF JOIST
FRANE HALL GONSTRUG TION
FINISH AS PER ELEVATIONS
SHEATHING PAPER, LAYERS
CONTINUOUS AIR/
VAPOUR BARRIER
TO OVERLAP EAGH OTHER
RSI 0.88 RIGID INSULATION FOR
EXTERIOR TYPE SHEATHING
EXTERIOR HALL MUST HAVE
58xl40 HOOD STUDS@ 400 o.c. ~------------,Jff=Sc=o:=;;;it---jMIN. RSI 4.25 INSULATION VALUE
RSI 3.52 BATT INSULATION IN
I
CONTINUOUS GONTAGT H/
SHEATHING .$ CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
INTERIOR HALL FINISH
ASPHALT SHINGLES ON MIN.
~.5mm PLYHOOD SHEATHING
JOISTS (SEE PLANS) USE
'H'-GLIPS IF 600mm O.G. SPACING
ROOF VENTILATION
1,150 OF THE INSULATED
GElLING AREA
UNIFORMLY DISTRIBUTED
I~
MINIMUM 63mm
GLEARANGE
EAVE PROTECTION TO EXTEND
FROM THE EDGE OF THE ROOF,
~OOmm UP THE SLOPE BUT NOT LESS
LESS THAN 300mm BEYOND THE INT.
FACE OF THE EXTERIOR HALL
GARRY MIN. RSI 3.52 INSULATION
TO GOVER INTERIOR FACE
OF EXTERIOR HALL.
BRICK VENEER HALL
C!Omm FAGE BRIGK
25mm AIR SPACE
0.!6mm THICK x22mm HIDE
GALVANIZED METAL TIES
INSTALLED JAI/ GALVANIZED
SPIRAL NAILS OR SGREHS
400mm O.G. HORIZONTAL
600mm O.G. VERTICAL
SHEATHING PAPER H/ LAYERS
INTERIOR GElLING FINISH
GONT. VAPOUR BARRIER
Hi MIN. RSI 5.46 INSULATION
65mm BELOH U/S OF SHEATHING
TO OVERLAP EAGH OTHER
RSI 0.88 RIGID INSULATION FOR
EXTERIOR TYPE SHEATHING
58xl40 JAIOOD STUDS® 400 O.G.
RSI 3.52 BATT INSULATION IN
CONTINUOUS GONTAGT JAI/
SHEATHING $ CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE ® TOP
SOLE PLATE @ BOTTOM
INTERIOR HALL FINISH
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
DWG. NO
TACBOC SLOPING ROOF DETAIL
STANDARD DETAIL
INSULATION 4 VENTILATION Hi ALTERNATIVE
03-2012
ROOF VENTILATION
1,150 OF THE INSULATED
GEILIN6 AREA
UNIFORMLY DISTRIBUTED
6RAVEL FINISH ON
5 FLY FELT ROOFIN6
12.5mm PL Y"OOD SHEATHIN6 f - - - - - - 58x58 FURLINS@ 400 O.C.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS)
MINIMUM 65mm
CLEARANCE
6RAVEL STOP f--------1
FLASHIN6
FASCIA BOARD
VENTED SOFFIT
FINISH AS FER
ELEVATIONS
~
INTERIOR CEILIN6 FINISH
CONT. VAPOUR BARRIER
W MIN. RSI 5.46 INSULATION
25mm BELOH TOP OF ROOF JOIST
FRAME HALL CONSTRUCTION
CONTINUOUS AIR!
VAPOUR BARRIER
FINISH AS PER ELEVATIONS
SHEATHING PAPER, LAYERS
TO OVERLAP EAGH OTHER
RSI 0.88 RI61D INSULATION FOR
EXTERIOR TYPE SHEATHIN6
58xl40 HOOD STUDS@ 400 O.G. f---------iffcj7z=:~-­
RSI 5.52 BATT INSULATION IN
CONTINUOUS GONTAGT 0V
SHEATHING II: CONTINUOUS
EXTERIOR HALL MUST HAVE
MIN. RSI 4.25 INSULATION VALUE
HINDOHS SHALL HAVE A
MAX. U VALUE OF 1.8
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
INTERIOR HALL FINISH
ROOF VENTILATION
1,150 OF THE INSULATED
CEILIN6 AREA
UNIFORMLY DISTRIBUTED
6RAVEL FINISH ON
5 FLY FELT ROOFIN6
12.5mm FL Y"OOD SHEATHIN6 ON
ROOF JOISTS (SEE PLANS)
SLOPE FOR
II DRAINA6E
MINIMUM 65mm
CLEARANCE
FASCIA BOARD ~
VENTED SOFFIT
FINISH AS FER
ELEVATIONS
INTERIOR GElLING FINISH
CONT. VAPOUR BARRIER
W MIN. RSI 5.46 INSULATION
65mm BELOH U/S OF SHEATHI N6
BRIGK VENEER JAIALL
C!Omm FAGE BRICK
25mm AIR SPAGE
0.10mm THICK x22mm Y-IIDE
GALVANIZED HETAL TIES
INSTALLED H/ 6ALVANIZED
SPIRAL NAILS OR SCREHS
CONTINUOUS AIR/
VAPOUR BARRIER
400mm O.G. HORIZONTAL
600mm O.G. VERTICAL
SHEATHIN6 PAPER H/ LAYERS
TO OVERLAP EAGH OTHER
RSI 0.88 RIGID INSULATION FOR
EXTERIOR TYPE SHEATHING
EXTERIOR HALL MUST HAVE
MIN. RSI 4.25 INSULATION VALUE
58xl40 HOOD STUDS" 400 O.C.
RSI 5.52 BATT INSULATION IN
CONTINUOUS CONTACT H/
SHEATHING $ CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE " BOTTOM
INTERIOR HALL FINISH
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
DWG. NO
TACBOC FLAT ROOF DETAIL
STANDARD DETAIL
INSULATION 4 VENTILATION W ALTERNATIVE
03-2012
ASPHALT SHINGLES ON HIN.
g.5mm PLY"OOD SHEATHING
'38x'38 PURLINS @ 400 O.C.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS) USE
'H'-CLIPS IF 600mm O.C. SPACING
ROOF VENTILATION
1,150 OF THE INSULATED
CEILING AREA
UNIFORHLY DISTRIBUTED
EXISTING
tfl/t------cc:-lJj;L-----I FRAHE "ALL
CONSTRUCTION
TO REHAIN
HETAL FLASHING
HINIHUH 15mm UP BEHIND
EXISTING SHEATHING
PAPER I HINIHUH
15mm HORIZONTAL
l5mm
ROOF
VENTILATOR
OR RIDGE VENT
HINIHUH 25mm f - - - ,
CLEARANCE
HINIHUH 50mm TO
"OOD SIDING
HINIHUH 6'3mm
CLEARANCE
'3
_ ___j
ACOUSTIC
SEALANT
~-ftt------11-lf----- JOIST HANGERS TO
SUIT ROOF JOISTS
REHOVE EXISTING SIDING
INTERIOR CEILING FINISH
CONT. VAPOUR BARRIER
"! HIN. RSI 5.46 INSULATION
25mm BELO" TOP OF ROOF JOIST
rl!ft-------11,41;2-----___.j AS REQUIRED I PROVIDE
INTERIOR "ALL FINISH ON
EXISTIN6 CONSTRUCTION
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
ExiSTIN6
rl!l+------ll41-------1 FRAHE "ALL
CONSTRUCTION
TO REHAIN
ASPHALT SHINGLES ON HIN.
g.5mm PLYHOOD SHEATHING ON~---­
ROOF JOISTS (SEE PLANS) USE '
'H'-CLIPS IF 600 O.C. SPACING
ROOF VENTILATION
1,150 OF THE INSULATED
CEILIN6 AREA
UNIFORHLY DISTRIBUTED
c__
HINIHUH 6'3mm f--~
CLEARANCE
HETAL FLASHIN6
UP
BEHIND EXISTIN6
SHEATHIN6 PAPER
_j HINIHUH 15mm
CONTINUOUS
RIDGE VENT
'3
LED6ER NAILED TO
tt-'=~-c.._'t!H-----1 ExiSTIN6 FRAHE
"ALL CONSTRUCTION
ACOUSTIC
SEALANT
'--J+t------11-1"------ JOIST HAN6ERS TO
SUIT ROOF JOISTS
REHOVE ExiSTIN6 SIDIN6
INTERIOR CEILIN6 FINISH
CONT. VAPOUR BARRIER
H/ HIN. RSI 5.46 INSULATION
6'3mm BELO" U/S OF SHEATHIN6
TACBOC
STANDARD DETAIL
tFft-------11,41;2-----___j AS REQUIRED I PROVIDE
INTERIOR "ALL FINISH ON
ExiSTIN6 CONSTRUCTION
TITLE
DWG. NO
NE)AI ROOF ATTACHED TO
EXISTING FRAME )AIALL
JA!Ola
5LOPIN5 ROOF
03-2012
-
ASPHALT SHIN6LES ON MIN.
~.5mm PLYHOOD SHEATHIN6
38x38 PURLINS @ 400 O.G.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS) USE
'H'-GLIPS IF 000mm O.G. SPAGIN6
~~n(~i~~~-
'}";;;;Mtt___1tl
EXISTIN6
BRICK VENEER
CONSTRUCTION
TO REMAIN
COUNTER FLASHIN6
HINIMUM 150mm UP HALL
1,------JJcl----j EMBEDDED Ml N. 25mm
--+-#
INTO HASONRY JOINT
CAULK < SEAL
ROOF VENTILATION
1.150 OF THE INSULATED
GEILIN6 AREA
UNIFORMLY DISTRIBUTED
l5mm
I METAL FLASHIN6
I HINIMUH IOOmm UP BEHIND
I COUNTER FLASHIN6
+
+
+
tfl===tP--ff+-_'__
+
REMOVE EXISTIN6
MASONRY, DOUBLE
+
$ EXTEND EVERY 4TH
_'__j#-J-~JOIST THRU TO FRAME
+
HALL, SUPPORT JOISTS
ON 2 JAGK STUDS
NAILED TO EXIST. STUD
/ r'/
1
1
1
IAGOUSTIG
I SEALANT
INTERMEDIATE JOISTS
TO BE SUPPORTED ON
\_
JOIST HAN6ERS NAILED
--t4;::;;;::;;tnt---~~~TO A HEADER HHIGH IS
ALSO SUPPORTED ON
JOIST HAN6ERS NAILED
TO THE THROU6H JOISTS
J!Ll~~l[___
INTERIOR GEILIN6 FINISH
GONT. AIRNAPOUR BARRIER
I-W MIN. RSI 5.40 INSULATION
25mm BELOH TOP OF ROOF JOIST
JiJINTERIOR FINISH ON
38x38 HOOD STRAPPIN6
@ 400 O.G. ON EXISTING
CONSTRUCTION
:,.-,
. X
.._.=--_ _l_lj_v-t~-_JJU_-
_____.-=:·
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
---~~~~~--~EXISTIN6
CONTINUOUS ' f - - - - - - - - - - - RID6E VENT I
25mm
25mm DIA. VENT. HOLES
ONE FOR EAGH JOIST
SPACE, DRILLED MIN. 50mm
FROM TOP OF HEADER
#~~w++-------I!J,_j BRICK VENEER
7
w
GONSTRUG Tl ON
. 'f
TO REMAIN
COUNTER FLASHIN6
MINIMUM 150mm UP HALL
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m
IN MASONRY JOINT
CAULK < SEAL
IE' 2 ~
ASPHALT SHIN6LES ON MIN.
PLYHOOD SHEATHIN6 ON
ROOF JOISTS (SEE PLANS) USE
'H'-GLIPS IF 000mm O.G. SPAGIN6
E
0
O
ROOF VENTILATION
1.150 OF THE INSULATED
GElLING AREA
UNIFORMLY DISTRIBUTED
_L_~---"-'-=-----!li-HIMINIMUM IOOmm UP BEHIND
~.5mm
I METAL FLASHIN6
/7
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- l #-zf
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MINIMUM 03mm
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L_---lj_;:::==1cl-U----Jl_U
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INTERIOR GEILIN6 FINISH
GONT. AIRNAPOUR BARRIER
HI MIN. RSI 5.40 INSULATION f---_j
03mm BELOH U/S OF
ROOF SHEATHIN6
STUD
TO
BE SUPPORTED
ON
INTERMEDIATE
JOISTS
JOIST HAN6ERS NAILED
TO A HEADER HHIGH IS
ALSO SUPPORTED ON
JOIST HAN6ERS NAILED
TO THE THROU6H JOISTS
___11
11
1i=~;::;;f
I
~
INTERIOR FINISH ON
l38x38 HOOD STRAPPIN6
@ 400 O.G. ON EXISTIN6
CONSTRUCTION
-----'==-~~-tr---RL-
TITLE
TACBOC NEV'l ROOF ATTACHED TO
STANDARD DETAIL
REMOVE EXISTIN6
MASONRY, DOUBLE
< EXTEND EVERY 4TH
JOIST THRU TO FRAME
HALL, SUPPORT JOISTS
ON 2 JAGK STUDS
DWG. NO
EXISTING BRICK VENEER il'lALL
JAI01b
5LOPIN15 ROOF
03-2012
~~r-tr~-~EXISTING
-
ASPHALT SHINGLES ON HIN.
PLYHOOD SHEATHING
3Bx3B PURLINS @ 400 O.G.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS) USE
'H'-GLIPS IF 600mm O.G. SPACING
~.5mm
~;;;;tt-----t~SOLID HASONRY
:
25mm Ll2
COUNTER FLASHING
·'icr---H---~----l---IHINIHUH 150mm UP HALL
EHBEDDED HIN. 25mm
INTO HASONRY JOINT
E
CAULK $ SEAL
E--,12 E
15mm
ROOF VENTILATION
\,\50 OF THE INSULATED
GElLING AREA
UNIFORHLY DISTRIBUTED
~~~~LATOR
OR RIDGE VENT
HINIHUH 25mm
~~~:~::::m1
CLEARANCE
3
1
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COUNTER FLASHING
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FASTENED TO EXISTING
SOLID HASONRY HALL
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BOLTS 10 BOO O.G.
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10 400 O.G. ON EXISTING
INTERIOR GElLING FINISH
CONT. VAPOUR BARRIER
I-HI HIN. RSI 5.46 INSULATION
25mm BELOH TOP OF ROOF JOIST
CONSTRUCTION
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
v
25mm h h
COUNTER FLASHING
HINIHUH 150mm UP HALL
1''1----tt---~--+---jEHBEDDED HIN. 25mm
INTO HASONRY JOINT
IE
CAULK $ SEAL
CONTINUOUS I f - - - - - - - - - - - RIDGE VENT I
n:r
1
E
ASPHALT SHINGLES ON HIN.
~.5mm PLYHOOD SHEATHING ON f ROOF JOISTS (SEE PLANS) USE
'H'-GLIPS IF 600 O.G. SPACING
~
3
I~
~
'
()
1---'JJ)=-1----l-__jl HETAL FLASHING
()
lHIN. IOOmm UP BEHIND
COUNTER FLASHING
EXISTING
4 = = D - - - - - - 1 - - SOLID HASONRY
'
CONSTRUCTION
TO REHAIN
ROOF VENTILATION
\,\50 OF THE INSULATED
CEILING AREA
UNIFORHL Y DISTRIBUTED
HINIHUH 63mm~
CLEARANCE
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~
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-~
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SUPPORTED ON JOIST
HANGERS NAILED TO A
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HHICH IS
~/
FASTENED TO EXISTING
"( 0
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~~~~~:~~~RZN~~~~
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========= Il_j\SEALANT
ACOUSTIC
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~··
INTERIOR FINISH ON
INTERIOR GElLING FINISH
CONT. VAPOUR BARRIER
I-HI HIN. RSI 5.46 INSULATION
63mm BELOH UIS OF SHEATHING
Ji-f==~+------_jlJ 38x3B HOOD STRAPPING
@ 400 O.C. ON EXISTING
CONSTRUCTION
v
TACBOC
STANDARD DETAIL
TITLE
DWG. NO
NE)AI ROOF ATTACHED TO
EXISTING SOLID tv!ASONRY )AIALL
JAI01c.
SLOPING ROOF
03 2012
GRAVEL FINISH ON
3 FLY FELT ROOFING
12.5mm FLYHOOD SHEATHING f - - - - - - - 3Bx3B FURLI NS @ 400 0 .G.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS)
ROOF VENTILATION
1,150 OF THE INSULATED
CEILING AREA
UNIFORMLY DISTRIBUTED
EXISTING
~++------ll,,;L-----1 FRAME HALL
CONSTRUCTION
TO REMAIN
ROOF MEMBRANE OVER
CANT STRIP 4 MINIMUM
1+---1+---*t-------j 150mm UF BEHIND EXISTING
SHEATHING PAPER
150mm
ROOFr---------,
VENT
MINIMUM 25mm
CLEARANCE
PROVIDE CANT STRIP
<~1+------ltt-------j AT INTERSECTION OF
HALL 4 BUlL T UF ROOF
LEDGER NAILED TO
t-J\c#='-----4l-----___j EXISTING FRAME
HALL CONSTRUCTION
JOIST
L_~H------ftt------jHANGERS
INTERIOR CEILING FINISH
CONT. AIRNAFOUR BARRIER
W MINIMUM RSI 5.40 INSULATION
25mm BELOH TOF OF ROOF JOIST
REMOVE EXISTING SIDING
MI+------Jl,JL------j AS REQUIRED 4 PROVIDE
INTERIOR HALL FINISH ON
EXISTING CONSTRUCTION
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
GRAVEL FINISH ON
3 FLY FELT ROOFING
12.5mm FL YHOOD SHEATHING f - - - - - - - ,
ON PRE-ENGINEERED ROOF
TRUSSES (SEE PLANS)
ROOF VENTILATION
1,150 OF THE INSULATED
CEILING AREA
UNIFORMLY DISTRIBUTED
PROVIDE VENTILATION
CUTOUTS IN TRUSSES
EXISTING
FRAME HALL
Mtt-------1111-------1 CONSTRUCTION
TO REMAIN
ROOF~-------,
VENT
MINIMUM 03mm
CLEARANCE
I
/--------,
'
;
L_T
_______ T _ _j
I
I
PROVIDE CANT STRIP
X"tt-------ll+------1 AT INTERSECTION OF
HALL 4 BUlL T UF ROOF
LEDGER NAILED TO
I t:lt==--ltt---~ EXISTING FRAME
1-
HALL CONSTRUCTION
----j
INTERIOR CEILING FINISH
CONT. AIRNAFOUR BARRIER
HI MINIMUM RSI 5.40 INSULATION
03mm BELOH U/S OF
ROOF SHEATHING
TACBOC
STANDARD DETAIL
ACOUSTIC
SEALANT
L_-1-ft-----*t-------jTRUSS
HANGERS
REMOVE EXISTING SIDING
AS REQUIRED o PROVIDE
rl'H------fl,fl------j INTERIOR HALL FINISH ON
EXISTING CONSTRUCTION
TITLE
DWG. NO
NEV'l ROOF ATTACHED TO
EXISTING FRAME il'lALL
JAI08a
FLAT ROOF
03-2012
FLASHING TO OVERLAP
MINIMUM IOOmm OVER
f-----~
ROOFING MEMBRANE
j_==WW----J1-J
GRAVEL FINISH ON
3 FLY FELT ROOFING
12.5mm FLYHOOD SHEATHING f-----~
3Bx3B PURLINS@ 400 O.G.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS)
EXISTING
BRIGK VENEER
GONSTRUGTION
TO REMAIN
GOUNTER FLASHING
- ----zeJIUJMINIMUM 150mm UP HALL
EMBEDDED MIN. 25mm
IN MASONRY JOINT
GAULK $ SEAL
ROOF~---------­
VENT
MINIMUM 25mm
GLEARANGE
+
+
OTHER JOISTS TO BE
SUPPORTED ON JOIST
INTERIOR GElLING FINISH
GONT. AIR/VAPOUR BARRIER
HI MINIMUM RSI 5.40 INSULATION
25mm BELOH TOP OF ROOF JOIST
NAILED TO A
L----1+~===1--IW~--~Illl~ HANGERS
HEADER HHIGH IS ALSO
SUPPORTED ON JOIST
HANGERS NAILED TO
THE THROUGH JOISTS
INTERIOR FINISH ON
if'7j~~3--ftlt----IM~ 3Bx3B HOOD STRAPPING
1
@ 400 O.G. ON EXISTING
GONSTRUGTION
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
FLASHING TO OVERLAP
MINIMUM IOOmm OVER
f-----~
ROOFING MEMBRANE
EXISTING
)_===1---W-----Ji~j BRIGK VENEER
GONSTRUG Tl ON
TO REMAIN
GRAVEL FINISH ON
3 PLY FELT ROOFING
12.5mm FLYHOOD SHEATHING f - - - - ON PRE-ENGINEERED ROOF
TRUSSES (SEE PLANS)
GOUNTER FLASHING
- ----zi':jiJ_j MINIMUM 150mm UP HALL
EMBEDDED MIN. 25mm
IN MASONRY JOINT
GAULK < SEAL
ROOF MEMBRANE OVER
f------lll+--1 GANT STRIP $ MINIMUM
150mm UP HALL
REMOVE EXISTING
MASONRY, DOUBLE
~~=~IJ[_:;_:::::::::::llJ
$ EXTEND EVERY 4TH
+
+
JOIST THRU TO FRAME
iJ
+
ROOF VENTILATION
1.150 OF THE INSULATED
GElLING AREA
UNIFORMLY DISTRIBUTED
PROVIDE VENTILATION
GUTOUTS IN TRUSSES
+
HALL, SUPPORT JOISTS
ON 2 JAGK STUDS
NAILED TO EXIST. STUD
OTHER JOISTS TO BE
SUPPORTED ON JOIST
HANGERS NAILED TO A
-----tt-+--Hit-----IJt+--1 HEADER HHIGH IS ALSO
SUPPORTED ON JOIST
HANGERS NAILED TO
THE THROUGH JOISTS
INTERIOR GElLING FINISH
GONT. AIR/VAPOUR BARRIER
HI MINIMUM RSI 5.40 INSULATION f - - 03mm BELOH UIS OF
ROOF SHEATHING
TACBOC
STANDARD DETAIL
TITLE
DWG. NO
NEV'l ROOF ATTACHED TO
EXISTING BRICK VENEER il'lALL
JAI08b
FLAT ROOF
03-2012
FLASHIN6 TO OVERLAP
MINIMUM IOOmm OVER
f-----,
ROOFIN6 MEMBRANE
COUNTER FLASHIN6
MINIMUM 150mm UP riALL
I ~~~t~~~~~H EMBEDDED MIN. 25mm
j:l
6RAVEL FINISH ON
3 PLY FELT ROOFIN6
12.5mm PLYriOOD SHEATHIN6 f - - - - 3Bx3B PURLINS@ 400 O.C.
PERPENDICULAR TO ROOF
JOISTS (SEE PLANS)
IN MASONRY JOINT
CAULK 4 SEAL
ROOF MEMBRANE OVER
'1--~1---J----j CANT STRIP 4 MINIMUM
150mm UP HALL
ROOF JOISTS TO BE
SUPPORTED ON JOIST
HAN6ERS NAILED TO A
f---f-/,fr-ff-~+J------+---j HEADER HHICH IS
FASTENED TO EXISTIN6
SOLID MASONRY HALL
W 12.1mm DIA. ANCHOR
BOLTS @ BOO O.G.
ROOF VENTILATION
1,150 OF THE INSULATED
CEILIN6 AREA
UNIFORMLY DISTRIBUTED
ACOUSTIC
SEALANT
INTERIOR CEILIN6 FINISH
CONT. VAPOUR BARRIER
W MIN. RSI 5.46 INSULATION
25mm BELOrl TOP OF ROOF JOIST
INTERIOR FINISH ON
1l-~~~~----,~3Bx3B HOOD STRAPPIN6
@ 400 O.C. ON EXISTIN6
CONSTRUCTION
1
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
v
FLASHIN6 TO OVERLAP I
I
MINIMUM IOOmm OVER
ROOFIN6 MEMBRANE
25mmt
6RAVEL FINISH ON
3 PLY FELT ROOFIN6
12.5mm PL YHOOD SHEATHIN6
ON PRE-EN61NEERED ROOF
TRUSSES (SEE PLANS)
C OUNTER FLASHIN6
HI NIMUM 150mm UP HALL
EMBEDDED MIN. 25mm
IN MASONRY JOINT
C AULK 4 SEAL
'f
';----
E--t
E
Cl
IOOmm
MINIMUM 03mm1
CLEARANCE
!;c,--
,~-------,'
I
I
()
-'
i==L
I+
I
\
\1\
)\
ROOF VENTILATION
1,150 OF THE INSULATED
CEILIN6 AREA
UNIFORMLY DISTRIBUTED
PROVIDE VENTILATION
CUTOUTS IN TRUSSES
\
INTERIOR CEILIN6 FINISH
CONT. VAPOUR BARRIER
Hi MIN. RSI 5.46 INSULATION
63mm BELOH U/S OF
ROOF SHEATHIN6
lA
J
A/+
lACOUSTIC
IsEALANT
~
IN TERIOR FINISH ON
3 Bx5B HOOD STRAPPIN6
@ 400 O.G. ON EXISTIN6
C ONSTRUGTION
16
v
TITLE
TACBOC
STANDARD DETAIL
E XISTIN6
s OLID MASONRY
C ONSTRUCTION
T 0 REMAIN
R OOF JOISTS TO BE
su PPORTED ON JOIST
HAN6ERS NAILED TO A
HEADER HHICH IS
F ASTENED TO EXISTIN6
s OLID MASONRY riALL
W 12.1mm DIA. ANCHOR
B OL TS @ BOO O.C.
I
~
)\ )\ )\ )\
--t
,4
;
L_T
_______ T _ _j
I
)\ )\
IROOF MEMBRANE OVER
C ANT STRIP 4 MINIMUM
l1s Omm UP HALL
-
ROOF I
VENT
0
"'
F
DWG. NO
NEV'l ROOF ATTACHED TO
EXISTING SOLID MASONRY il'lALL
FLAT ROOF
03-2012
>
jfEri:>=C:J1=t~:::J+::______jl EXTERIOR HALL HUST HAVE
~
I HIN. RSI 4.25 INSULATION VALUE
~
FRAHE JAIALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEATHING PAPER, LAYERS
TO OVERLAP EACH OTHER
RSI 0.88 RIGID INSULATION FOR
c
~-~lflr---------jl CONTINUOUS AIR
~
I VAPOUR BARRIER
~
~===>-<.:11
1
;~TxE14R0C:~OTYODPESTSu£:~H~gO OG , ----Af--li[=~~~"-"!tit'-
~v
"
RSI 5.52 BATT INSULATION IN
CONTINUOUS CONTACT H/
SHEATHING 11: CONTINUOUS
VAPOUR BARRIER
~g~~L:L~~T: :oW6H
r
FLOOR FINISH
15.5mm HG PLYHOOD SUBFLOOR fOR APPROVED EQUAL ON HOOD
FLOOR JOISTS (SEE PLANS)
f--------1 SEAL HEADER HRAP
I TO VAPOUR
><:
INTERIOR HALL FINISH
.........
_- /
BARRIE~~~~~~~~~~/
__ -__
Y
JOISTS TO BE BRIDGED W
38x38 CROSS BRIDGING OR
SOLID BLOCKING @ 2100 O.G.
REHOVE EXISTING ROOF
AS SHOHN DOTTED
~-HJIII------Jt-t--J EXPANSION SPACE CAULKED
>===j
I AND HEATHER TIGHT
EXISTING BRICK VENEER
lf---------S==:f---1-------+~
CONSTRUCTION TO REHAIH I
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
DWG. NO
TACBOC SECOND STOREY ADDITION
STANDARD DETAIL
C.EILIN<S REPLACEMENT
03-2012
_
::>
Jll=li:x::ACV~=iitJ==-----jl EXTERIOR HALL MUST HAVE
lf:JI>-<::::::::>-<_
I HIN. RSI 4.23 INSULATION VALUE
FRANE HALL CONSTRUCTION
FINISH AS PER ELEVATIONS
SHEA THINS PAPER, LAYERS
TO OVERLAP EACH OTHER
~
___
j CONTINUOUS AIR!
I VAPOUR BARRIER
11-11>--C~
'\-II>-<:::::::><~
--.. ~
"
FLOOR FINISH (SEE PLANS)
15.5mm T 4 6 PL YHOOD SUBFLOOR
OR APPROVED EQUAL ON HOOD f . - - - - FLOOR JOISTS BRIDSED W
'38x'38 CROSS BRI DSI N6 OR
SOLID BLOCKIN6 @ 2100 O.C.
RSI 0.88 RIGID INSULATION FOR
ftjl>-c:~
EXTERIOR TYPE SHEATHING
~
38xl40 HOOD STUDS@ 400 O.C. 1---,jl=tJ;;:::c~~'---'j
RSI 552 BATT INSULATION IN
CONTINUOUS GONTAGT 01/
SHEATHING .$ CONTINUOUS
VAPOUR BARRIER
DOUBLE PLATE @ TOP
SOLE PLATE @ BOTTOM
INTERIOR HALL FINISH
NEH '38x8~ TOP PLATE ON I
EXISTIN6 CEILIN6 JOIST
I
MAXIMUM JOIST CANTILEVER I
400mm '38xl84 JOISTS
I
000mm '38x2'35 JOISTS
><
~~>'
><.I
r-
'-P==:::::
~','
,'
NEH HOOD BLOCKIN6
n;k,
.· PROY'fDE
,
58x8~ FRAMIN6 @ 400 O.C. I!----tzf--~f-,j~Pl:1E"'cc'f-~;;;~~-·~· BETHEEN EXISTIN6 CEILIN6 JOISTS
NOT SUPPORTED ON BRICK
I
/~~f."[/
RSI 1.10 RISID INSULATION AND
l-l>-<=-',sr
1---l --~
: : ../
RSI 3.52 BATT OR FOAJvf INSULATION
><
><
EXISTIN6 CEILIN6
lf-_ _ __ _ j
STRUCTURE TO REMAIN I
REMOVE EXISTIN6 ROOF
AS SHOHN DOTTED
EXISTIN6 BRICK VENEER I
CONSTRUCTION TO REMAINir----l~;;;;;;;;t]--
1r
v
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TITLE
DWG. NO
TACBOC SEC.OND STOREY ADDITION
STANDARD DETAIL
MAINTAIN EXISTING GElLING
03-2012
These drawings and are provided for information purposes only. They do not necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction regulations refer to the Ontario Building Code, or a qualified designer.
TRUSS BOTTOM HUN6
TRUSS TOP HUN6
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
~
~
~~
~~
I 38x8'1 @ 400m m O.G.
I KNEEHALL
ELEVATION ' A ' ,
I 2 STUDS BE THE EN
EXTERIOR SHEATHIN6
$ NON-GOHBUSTIBLE
SIDING @ PARTY LINE
l EVERY 2 TRUSSES
"'
::"
I 15.~mm TYPE 'X'
I 6YPSUM BOARD
15.'1mm
VAPOU
RSI 4.2
·:~ .~ y
~~
15.'1mm DRYJAIAL L
GElLING FINISH
I~ SIN6LE
TOP PL ATE
IF TRUSSES 4
STUDS ALL LINE UP
.,
·v
VERTICAL SEG TION 15.'1mmTYPE 'X' GYPSUM BOARD
58x8'1 STUD FRAMING
600 O.G.
2.11 BATT INSULATION
TRUSSES NORMAL RSI
25mm AIR SPACE
58x8'1 STUD FRAMING
600 O.G.
TO PARTY il'iALL
15.'1mmTYPE 'X' GYPSUM BOARD
@
@
IX 1 - r - = r - - - - - - 17 ,-,----I I
p LACE INSULATION
'
"
"
'""
1 1
----------------T-1
I I
1 1
KNEEHALL I
BEYOND
r
4 TAPE DRYHALL
B EFORE ANY
PI PING OR FURRING
IS INSTALLED
5 LAYERS OF
15.'=1mm TYPE 'X'
GYPSUM BOARD
CONTINUOUS
I
ROOF
TRUSSES I
i
i
i
i
i
I
.....
!
IX
12.lmm GYPSUM BD.
FOR INTERIOR
STUD PARTITION
.....
!
!
lx
!
------------------------
--------------------
------------------,-,---
----------,-,-------
15.'1mm DRYrlALL
CEILIN6 FINISH
HI CONTINUOUS
VAPOUR/AIR
BARRIER
12.1mm GYPSUH BD.
HALL STUDS f-----&'#-------'.JL#
BEYOND
FOR PIPE OR
DUGT SHAFT
ELEVATION 'A'
TITLE
TACBOC FRAME PARTY HALL
STANDARD DETAIL
DETAILS
12.lmm GYPSUM BD.
TO RESTRAIN
INSULATION FROM
FALLIN6 OUT
50mm MINERAL HOOL
INSUL. 4 ACOUSTICAL
SEALANT AROUND
ELECTRICAL BOX
HORIZONTAL SECTION
DWG. NO.
il'il Ob
03-2012
These drawings and are provided for information purposes only. They do
not necessarily represent every detail of building construction, or all
minimum standards which apply. For more detailed information about
construction regulations refer to the Ontario Building Code, or a qualified
designer.
---------,
I
I
I
I
I
'-------tf--,----1 EAVE
LINE
~ELEVATION
15.'4mm TYPE 'X'
GYPSUM BOARD
VAPOUR/AIR 4 H k - =
RSI 4.23 BATT
INSULATION
EXTERIOR SHEATHING
.$ NON-COMBUSTIBLE
'---------1 SIDIN6 OR VINYL
SIDING ON GYPSUM
GOARD SHEATHIN6
FRONT OF
UNIT #2
INSULATION
REGOMMENDED
FOR THERMAL
BRIDGING
UNIT #I
UNIT #2
ELEVATION
NON-COMBUSTIBLE SIDING
~ELEVATION
FRONT OF
UNIT #2
FRONT OF r-E==::::il===c====:J:'=:==~
UNIT #I
INSULATION
REGOMMENDED
FOR THERMAL
BRIDGING
I~Omm UNIT MASONRY
t - - - - - - j OR POURED GONG.
FOUNDATION HALL
UNIT #I
UNIT #2
ELEVATION
BRICK VENEER
These drawings and are provided for information purposes only. They do not
necessarily represent every detail of building construction, or all minimum
standards which apply. For more detailed information about construction
regulations refer to the Ontario Building Code, or a qualified designer.
~ELEVATION
'-----ill'---,--j EAVE
LINE
15.<4mm TYPE 'X'
GYPSUM BOARD
VAPOUR/AIR •
Hlf:-::3~
RSI 4.25 GATT
INSULATION
EXTERIOR SHEATHING
4 NON-GOMGUSTIGLE
'----T"---T'----+-f---i SIDING OR VINYL
SIDING ON GYPSUM
BOARD SHEATHING
INSULATION
REGOMMENDED
FOR THERMAL
BRIDGING
FRONT OF
UNIT #2
I~Omm
UNIT MASONRY
-----1 OR POURED GONG.
FOUNDATION JAIALL
UNIT #I
UNIT #2
ELEVATION
MANSARD
TITLE
TACBOC FRAME PARTY HALL
STANDARD DETAIL
ELEVATIONS 4 PLAN DETAILS
DWG. NO.
!AIIOd
03-2012