dwg. no. tacboc · plan, elevation it notes b02a basement aggessory apartment building code...
TRANSCRIPT
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 SI6NIFIGANTL Y 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.
TABLE OF CONTENTS
SECTION A APPLICATION cSUIDE
AOI BUILDIN6 PERMIT a t A
A02 DRAHIN6 REQUIREMENTS FOR A RESIDENTIAL ADDITION
A03a SAMPLE DRAHIN6 Site Plan
A03b SAMPLE DRAHIN6 Basement Plan
A03c. SAMPLE DRAHIN6 Ground Floor Plan
A03d SAMPLE DRAHIN6 Elevation
A03<0 SAMPLE DRAHIN6 Elevation
A03f SAMPLE DRAHIN6 Elevation
A03g SAMPLE DRAHIN6 Cross Section
A03h SAMPLE DRAHIN6 Construction Specifications
A031 SAMPLE DRAHIN6 Schedules
SECTION B, BASEMENT ALTERATIONS
BOla BASEMENT HALKOUT Plan It Sections
BOib UNDERPINNIN6 Sections
BOle. BENGH-TYPE UNDERPINNIN6 Section $ Notes
BOld UNDERPINNIN6 Plan, Elevation It Notes
B02a BASEMENT AGGESSORY APARTMENT Building Code Requirements - Existing
B02b BASEMENT AGGESSORY APARTMENT Sample Plans and SpeciFications
TITLE
TACBOC TABLE OF CONTENTS STANDARD DETAIL
SECTION c, CARPORTS
GO Ia A TT AGHED CARPORT Sloping ~ Flat Roof Plan II: Section
GOib A TT AGHED CARPORT Sloping ~ Flat Roof Tables 4: Notes
GO I c. A TT AGHED CARPORT Sloping Roof, Details
GOld A TT AGHED CARPORT Flat Roof, Details
GOI<O A TT AGHED CARPORT Gable Roof Plans ~ Sedion
GOlf A TT AGHED CARPORT Gable RooF, Details
SECTION D, DECKS
DOia HOOD DEGK Fixed to Solid Nasonr~ Foundation IA!all Plan It Section
DOib HOOD DEGK Fixed to Brick Veneer $ rlood Frame Plan II: Section
DOle. HOOD DEGK Stair Section Latera I Support for Free Standing De<Oks
DOid HOOD DEGK Tables .$ Notes
D02 GONGRETE PORGH 4 GOLD GELLAR Plans, Sections .$ Notes
SECTION F, FIREPLACES
FOia
FOib
MASONRY FIREPLACE F'lan 4 Se:c.tion
MASONRY FIREPLACE Details
DWG. NO.
TO Ia 03-2012
I TABLE Of CONTENTS I
SECTION G: GARAGES SECTIONS: SPECIFICATIONS
SOl" ATTAC.HED SARASE SOl" SFEC.IFIC.ATION Plan $ Sections BUILDINS C.ODE STANDARDS
SOib ATTAC.HED SARASE Exc.avation, Concrete
Tables It Notes .$ tviasonr~
SOl.:; ATTAC.HED SARASE SOib SFEC.IFIC.ATION
Sloping Roof V</ BUILDINS C.ODE STANDARDS Hood Frame Construction Frame V<all Details .$ lnsu I at ion
SOic:l ATTAC.HED SARASE SOl.:; SFEC.IFIC.ATION Sloping Roof 4 BUILDINS C.ODE STANDARDS Brick Veneer Details General Information
SOle ATTAC.HED SARASE Elec.tric.al, Hec.hanic.al Sloping Roof 4 SOic:l SFEC.IFIC.ATION Solid Jv1asonr~ Details BUILDINS C.ODE STANDARDS
so IT ATTAC.HED SARASE Struc tura I Span
Flat Roof 4 Tables a Notes
Frame V<all Details SECTION 01: ii'IALL SECTIONS ¢ DETAILS so1g ATTAC.HED SARASE
Flat Roof 4 v-101 FRAME v-IALL SEC.TION Bric.k Veneer Details Fe II Basement
solh ATTAC.HED SARASE v-102 BRIC.K VENEER v-IALL SEC.TION
Flat Roof 4 Fe II Basement
Solid Nasonr~ Details ii'!OB DELETED
SOil ATTAC.HED SARASE 6aspraofing 4 v-104 C.RAv-IL SPAC-E Insulation Details Heated 4 Unheated
S02" DETAC.HED SARASE v-105 SLAB ON SRADE Sloping or Flat Roof Frame .$ Bric.k Veneer Halls Plan .$ Sections
ii'!Ob" SLOFINS ROOF DETAIL S02b DETAC.HED SARASE Insulation a Ventilation V.V Alternative
Tables .$ Notes ii'!Obb FLAT ROOF DETAIL
S02.:; DETAC.HED SARASE Insulation .$ Ventilation 01/ Alternative Frame Details
v-101" NEv-I ROOF ATTAC.HED TO S02c:l DETAC.HED SARASE EXISTINS FRAME v-IALL
Brick Veneer Details Sloping Roof
S02e DETAC.HED SARASE v-1011:;> NEv-I ROOF ATTAC.HED TO Solid Nasonr~ Details EXISTINS BRIC.K VENEER v-IALL
Sloping Roof SECTION H: BARRIER FREE
v-101.:; NEv-I ROOF A TT AC.HED TO HOI BARRIER FREE v-IASHROOM EXISTINS SOLID MASONRY v-IALL
Grab Bar Hall Reinforcing Sloping Roof
H02 UNIVERSAL BARRIER FREE TOILET ROOM v-108" NEv-I ROOF ATTAC.HED TO
Tables 4 Nates EXISTINS FRAME v-IALL Flat Roof
HOB" BARRIER FREE RAMP v-1081:;> NEv-I ROOF ATTAC.HED TO Requirements .$ Construction
EXISTINS BRIC.K VENEER v-IALL HOBb BARRIER FREE RAMP Flat Roof
Construction Details ii'!08C. NEv-I ROOF A TT AC.HED TO
SECTION P: PLUMBING SYSTEMS EXISTINS SOLID MASONRY v-IALL Flat Roof
POl RESIDENTIAL FLUMBINS v-10~" SEC.OND STOREY ADDITION Schematic Plan Ceiling Replacement
F02 STORM AND SANITARY PUMPS ii'IO~b SEC.OND STOREY ADDITION Schematic Plans Naintain Existing Ceiling
FOB SREYv-IATER REC.YC.LINS v-110" FRAME PARTY v-IALL Sc.hematic. Plan 4 Notes Vertic.al Sec.tion
F04 SFEC.IFIC.ATIONS-FLUMBINS v-I lOb FRAME PARTY v-IALL Notes Details
ii'IIOc FRAME PARTY v-IALL Service Details
v-IIOc:l FRAME PARTY v-IALL Elevation 4 Plan Details
TITLE DWG. NO.
TACBOC TABLE OF CONTENTS STANDARD DETAIL
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.MALL Y R.EGlUIR.ED FOR..
Bcilding an~ detached structure larger than 10m2
Building an~ addition to ~our home Raised porches or decks Carports or garages Structural alterations Hoving or lifting ~our hocse Installing a ~ood stove or fireplace Partitioning a basement or adding a basement entrance Great ing an apartment in ~our house Altering or adding an~ plumbing Demolishing a house
PERMITS ARE NOT NOR.MALL Y R.EGlUIR.ED FOR..
Detached structures IOm 2 or less in area Decks V'-lhich are 600mm or less from grade Replacement of HincloHsl doors, roofing or siding NeH interior Hall, floor or ceiling finishes Repairs to chimne~s~ porc.hesl decks or roofs rlaterproofing repairs to a basement Replacement of plumbing fixtures Replacement of a fur-nac.e
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 ~ourpr-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 ~our permit is required. PLEASE REHEHBER TO HORK SAFELY!
TITLE DWG. NO.
TACBOC BUILDING PERHIT Q $ A AOI STANDARD DETAIL
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 buildings
• Proposed changes to existing grade
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 used to augment ~our plans.
TITLE
TACBOC DRAIAIING REQUIREMENTS STANDARD DETAIL FOR A RESIDENTIAL ADDITION
DWG. NO.
A02 2007
LOT 8 EXISTING SHED LOT Cl LOT 10
EXISTIN5 2 STOREY ElRICK ~ DV>IELLING NO.S6
ZONING R2 Z0.6
DESCRIPTION
LOT C:VIEJMG£
GROSS FLOOR NI£A
LloNOSCAPED NI£A
NO. OF S7f1R/£S HEICHT
ETH
DEPTH
PloRIIING
1'130mm
HAINTAIN EXISTING DRAINAGE SHALE
EXISTIN5 I STOREY ElRICK 4 FRAME DY-IELLIN5 NO. 58>
EXISTIN5 DRIVEHAY
1.2200rrrn
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B050mm
KHALMUR CRESCENT
I LOT NO: I PI.AN NO: I LOT NI£A LOT '1 42.20 580b4m.2
EXISTING ADDITION TOTAL " ALLOII£0 " B6.5.2m2 24.15m2 II0.05m2 1'1.0 ---------
86.52m2 24.15m2 IIOb5m2 1'1.0 348.5'1m2 0.0
------------- ------------- ------------- ---------
I STOREY I STOREY I STOREY 4550mm 4550mm 4550mm IOOOOmm
'lG!50mm 1<::j5Qmm 1'150mm -------------
120''15mm 5050mm 15145mm I!OOOmm
------------- ------------- ------------- -------------
EXISTIN5 I STOREY ElRICK 4 DY-IELLIN5 NO. 40
SITE PLAN SCALE 1.:200
SKETCH OF SURVEY OF LOT~ REG.'D FLAN 4220 CITY OF TORONTO B.C. TRANSIT. O.L.S. DECEHBER 31ST, ~~~~
LOT FRONTAGE I LOT DEPTH 1.2200mm 58110mm
5£TBACKS EXISTING PROPOSED
FRONT Ylolill 1620mm 1620mm
R£loR Ylolill 183"10mm 12'101mm
INTER/af 510£(-) 3050mm 3050mm
INTER/af 510£(-') 1220mm 1220mm
EJITER/af ------------- -------------
NOTE. ZONING RESTRICTIONS VARY IN EVERY HUNICIFALITY. CONTACT YOUR LOCAL HUNICIFAL OFFICE FOR
SPECIFIC SETBACKS AND OTHER LIHITATIONS IN YOUR AREA.
TITLE owe. NO.
TACBOC SAHPLE DRAJAIIN6 STANDARD DETAIL SITE PLAN
A03a 2007
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A03g 2007
CONSTRUCTION SPECIFICATIONS
(!)BRICK VENEER Y'-IALL C!Omm FACE BRICK, 25mm AIR SPACE 0.16mm THICK x 22mm HIDE 6ALVANIZED HETAL TIES INSTALLED VV 6ALVANIZED SPIRAL NAILS OR SCREHS 400mm O.G. HORIZ., 600mm O.G. VERT. AIR BARRIER, LAYERS TO OVERLAP EACH OTHER EXTERIOR Tr'PE SHEATHIN6 38xl40 01000 SllJDS @ 400mm 0 G RSI 4.25 BATT INSUL. IN CONTINUOUS CONTACT HI EXTERIOR SHEATHIN6 CONTINUOUS AIR I VAPOUR BARRIER 12.1mm INTERIOR DRYNALL FINISH DOUBLE PLATE @ TOP SOLE PLATE ® BOTTON
@FOUNDATION Y'-IALL BITUHINOUS DAMPPROOFING ON HINIHUH 0mm PAR6IN6 ON CONCRETE BLOCK FDN. JI'.I.A.LL TOP BLOCK COURSE FILLED HI HORT AR OR CONCRETE PROVIDE PARGING COVED OVER 450mmxl50mm POURED GONG. FOOTING TO BEAR ON UNDISTURBED SOIL PROVIDE DRAINAISE LAYER - HIN. l'imm HINERAL FIBRE
INSULATION 01/ A DENSITY OF NOT LESS THAN 57kg/m3. OR
- MIN. IOOmm OF FREE DRAININ6 6RANULAR HATERIAL OR
- A B.M.E.C. APPROVED
@ ROOF VENTILATION 1:300 OF THE INSULATED CEILIN6 AREA UNIFORHLY DISTRIBUTED.
@EAVES PROTECTION EAVES PROTECTION HEHBRANE TO EXTEND FROH THE ED6E OF THE ROOF, '100mm UP THE SLOPE BUT NOT LESS THAN 500mm BEYOND THE INTERIOR FACE OF THE EXTERIOR HALL
§ CEILING CONSTRUCTION 15.<1mm INTERIOR DRYHALL FINISH CONTINUOUS AIR I VAPOUR BARRIER HI HINIHUH RSI 8.81 BATT INSULATION
@FLOOR CONSTRUCTION 15.5mm T .$ 6 PL YV'IOOD SUBFLOOR 38xl84 FLOOR JOISTS ® 400mm OIC. FLOOR JOISTS BRIDGED V'll CONTINUOUS 1<1mmx64mm STRAPPIN6 OR 2 ROV'IS OF 58mmx38mm CROSS BRID6IN6 OR SOLID BLOCKIN6
@ INTERIOR STUD PARTITION 12.1mm DRY01ALL FINISH BOTH SIDES OF 38x8<1 0100D STUDS @ 400mm OIC 2 TOP PLATES .$ I BOTTOH PLATE PROVIDE REINFORCEHENT FOR FUTURE 6RAB BAR INSTALLATION IN BATHROOH
DRAINA6E LAYER HATERIAL @ MECHANICAL VENTILATION @BRICK VENEER@ FDN. Y'-IALL PROVIDE HIN. 50 L/5 IN KITCHENS
0.5mm POLY FLASHING HINIHUH 150mm UP BEHIND SHEATHING PAPER HEEF HOLES @ HIN. 800mm APART
AND BATHROOMS, 07.5 L/5 FOR PRINCIPAL EXHAUST FAN
0GRADE @STAIRS INTERIOR/EXTERIOR SLOPE GRADE AJI'.I.A. Y FROH BUILDING FACE i PROVIDE SEHI-SOLID BLOCK COURSE AT OR BELOH GRADE LEVEL
@siLL PLATE 38xl40 SILL PLATE FASTENED TO FOUNDATION JI'.I.A.LL HITH MIN. 12.7mm DIA. ANCHOR BOLTS EHBEDDED HIN. IOOmm IN CONCRETE ® 2400mm OIC. MAX. i PROVIDE A CONTINUOUS AIR BARRIER BETriEEN THE FOUNDATION HALL II: 0100D FRAHE CONSTRUCTION
@FLOOR INSULATION CONTINUOUS HEADER JOIST HITH RSI 5.40 BATT INSULATION, EXTEND VAPOUR I AIR BARRIER i SEAL TO JOIST AND SUBFLOOR
0) FOUNDATION INSULATION
@
12.1mm INTERIOR DRY01ALL FINISH 38x8<1 HOOD STRAPPING ® 400mm OIC. h(:} MIN. RSI 3.52 INSULATION HI 0.15mm POLY~ VAPOUR BARRIER FULL HEI6HT HOI STURE BARRIER TO HEI6HT OF EXTERIOR GRADE BE TrEEN FOUNDATION HALL II: 0100D FRAHIN6
HAXIHUH RISE HINIHUH RISE HINIHUH RUN HAXIHUH RUN HINIHUH TREAD NAXIHUN TREAD NAXIHUN NOSING HINIHUH HIDTH HINIHUH HEADROOH
GUARDS INTERIOR LANDIN6S EXTERIOR BALCONY INTERIOR STAIRS EXTERIOR STAIRS HAX. BET01EEN PICKETS
GUARD HEI6HT IF DECK TO GRADE IS:
~ 200mm ~ 125mm ~ 210mm ~ 555mm ~ 235mm ~ 355mm ~ 25mm ~ 800mm ~ 1<150mm
~ <100mm ~ IOlOmm ~ '100mm ~ '100mm ~ <IOOmm
GREATER THAN 1800mm = 1010mm 1800mm OR LESS = '100mm NO HENBER OR A TT ACHNENT BETriEEN 140mm .$ '100mm HI6H SHALL FACILITATE CLIHBIN6
ATTIC ACCESS PROVIDE ATTIC ACCESS NIN. 545mmx588mm 011 INSULATION i V'IEATHER STRIPPIN6
@ BASEMENT SLAB @)PIERS
15mm POURED CONCRETE SLAB (25 HPa GONG. STRENGTH) IOOmm CRUSHED STONE BELOV'I
@DRAINAGE IOOmm DIA. rEEFING TILE HI 150mm CRUSHED STONE COVER
@ROOF CONSTRUCTION 20 YEAR ASPHALT SHINGLES 011 EAVES PROTECTION ON HIN <1.5mm EXTERIOR PL YrlOOD SHEATHIN6 ON APPROVED ROOF TRUSSES OR CONVENTIONAL FRAHIN6 (SEE PLANS) USE 'H' CLIPS IF 000mm O.C. SPACIN6
@OVERHANG CONSTRUCTION PREFINISHED ALUHINUH FASCIA, EAVESTROU6H i RAIN 01ATER LEADERS TO HATCH EXISTIN6 FINISHES PROVIDE DRIP ED6E AT FASCIA $ VENTED SOFFIT EXTEND DOV'INSPOUTS TO GRADE LEVEL
TITLE
PROVIDE 200mm DIA. SONO TUBE FOR POURED CONCRETE PIERS NINIHUN 1200mm BELOH 6RADE
TACBOC SAMPLE DRAI.AIING STANDARD DETAIL GONSTRUGTION 5PEGIFIGATION5
@ EXISTING SOLID HASONRY EXTERIOR HALL TO RENAIN
@ 13mm DIA. PIPE GOLUHN HI IOOmmxiOOmmx6.35mm TOP II: BOTTON PLATE lmxlmx450mm CONCRETE FOOTIN6
<23> EXISTIN6 FLOOR STRUCTURE TO REHAIN.
@ EXISTIN6 CEILIN6 STRUCTURE TO REHAIN.
@ REMOVE EXISTIN6 EXTERIOR JI'.I.A.LL AS SHOHN DOTTED
@ RENOVE EXISTIN6 INTERIOR STUD PARTITIONS AS SHOHN DOTTED
@ REHOVE EXISTIN6 ROOF OVERHAN6 AS SHOHN DOTTED
<23> RENOVE EXISTIN6 FOUNDATION HALL AS SHOHN DOTTED
§ RENOVE EXISTIN6 HINDOH II: FRANE NAKE GOOD OPENIN6 HI BRICK TO HATCH EXISTING ON THE EXTERIOR
@ INSTALL A CARBON HONOXIDE DETECTOR CONFORHIN6 TO GANICGA-6.1<1 OR UL 2034
DWG. NO.
A03h 03-2012
ROOM FINISH 5GI-IEOIJl..E 1111. ROOM FI.OOR BASE" IIMLL5 CEIIJNO REMARKS NO. NAME
IIA7EiiML FINISH IIA7EiiML FINISH IIA7EiiML FINISH IIA7EiiML FINISH HEIGHT
FIRST FLOOR
I KITC.HEN C.EAAHIC. V'IOOD PAINT DRY HALL PAINT DRY HALL PAINT 2120mm TILE
2. BREAKFAST HOOD STAIN V'IOOD FAINT DRY HALL FAINT DRY HALL FAINT 2120mm MAPLE TO MATCH EXISTINe
5 BEDROOM HOOD STAIN HOOD PAINT DRY HALL PAINT DRY HALL PAINT 2120mm HAPLE TO HATCH EXISTIN6
4. C.LOSET HOOD STAIN HOOD PAINT DRY HALL PAINT DRY HALL PAINT 2120mm MAPLE TO HATCH EXISTIN6
5. BATH CERAMIC ----------- HOOD FAINT DRY HALL FAINT DRY HALL PAINT 2120mm TILE
BASEHENT
6. REC.. ROOM C.ONC.. CERANIC HOOD FAINT DRY HALL FAINT 2540mm TILE
DOOR SGHEI:)ULE LINTEL SGHEI:)ULE I..E6END NO. I'll'£ SIZE Q1Y. REMARKS NO. DESCR/P710N
I. EXTERIOR 1525mmx 2030mm I. FRENCH DOOR Ll 2-38xl84 SPRUCE #F DUPLEX OUTLET ( Y"lEA THERPROOF ) §=,,~' DUPLEX OUTLET ( H6T. ABOVE FLR. )
2. SLAB 160mmx 2030mm I. 800 SERIES L 3-:38xl84 SPRUCE §= DUPLEX OUTLET ( 300mm ABOVE FLR )
5 SLAB 610mmx 20:30mm I 800 SERIES L 2-:38x2:35 SPRUCE e EXHAUST FAN
4. POCKET DOOR 610mmx 2030mm 2 L 3-38x235 SPRUCE - SHITGH
L5 2-:38x286 SPRUCE +HB HOSE BIB
L6 :3-:38x286 SPRUCE 5l5P SHOKE DETECTOR
" HEAVY DUTY OUTLET LO <10mmx <10mmx 6mm L ¢- LIGHT FIXTURE (HALL HOUNTED )
~ <10mmx <10mmx 8mm L
M LIGHT FIXTURE (GElLING HOUNTED ) Le IOOmmx <10mmx 6mm L
® POT LIGHT FIXTURE
® LIGHT FIXTURE (HATER RESISTANT)
0 LIGHT FIXTURE (GAPPED)
~ FLUORESCENT LIGHT FIXTURE
"""' SOLID HOOD BEARING
ONE r!INDOH PER FLOOR TO HAVE AN UNOBSTRUCTED OPEN DFP FLOOR DRAIN
HINDOH SGHEI:)ULE PORTION H/ A NIN. AREA OF 0.:35m2 Vii NO DINENSION LESS -4 TV GABLE OUTLET THAN :380mm 4 NAXINUN SILL HEIGHT OF IN ABOVE FLOOR
<I TELEPHONE OUTLET NO. I'll'£ SIZE Q1Y. REMARKS
© C.OHPUTER OUTLET I. C.ASENENT 1525mmx 1525mm I. NAXINUN U-VALUE 1.8
(DDE DRYER EXHAUST 2. CASENENT 610mmx 1525mm 2. NAXIMUN U-VALUE 1.8
5 SLIDER <115mmx 450mm 2 MAXIMUM U-VALUE 1.8
TITLE DWG. NO.
TACBOC SAMPLE DRAlAIING A03i
STANDARD DETAIL SCHEDULES 03-2012
E E Cl m
"' w jji
" >
Cl 1-
z D w I ill
li E "' E 1-
Cl "'_J Cl o-
"' zCl
"'"'
GUT OPENING FOR NEH EXTERIOR "TYPE DOOR f----~ 4 PROVIDE LINTEL SEE NOTE NO. 13.
UNDERPINNING I
TIE NEJAl CONCRETE TO EXISTING HI 1-IOH ROD 200mm LONG .$. HIN. IOOmm INTO HALL EVERY OTHER COURSE
NUHBERS INDICATE f-----,
8 SEE SEQUENCE OF HORK I
,_~'-._c BOib
\ CHALL INSULATION SEE NOTE NO .10
-;::;-"!- - ---...... ----r ----- .....-"1 ------;;--T-------~'1-------- "1-------------T-------~'1--
= " "1 lty
~~~~·~i,.u_L __ :i+:I-JI4~:..:-,.L- )L i"'" =" ] I DN•
I
I
'
I
z I E E Cl Cl IY
FLOORI 0 ~ DRAIN I ''
l~ ___ c, ___________ J\ ___________________ -~
11 1 CONNECT NEH HEEPING TILE TO EXISTING
250mm C!OOmm NIN POURED GONGRETE SLAB
I
SEE SECTION A' r NEH GUARD
E E Cl m
"'
PLAN $ STEPS 32NPa HI 5%-8% AIR ENTRAINMENT
BOND BEAH REQUIRED FOR HASONRY SEE NOTE NO.
LIGHT ~EXTERIOR
~----j PROVIDE DEADBOL T @ EXTERIOR DOOR
HANDRAIL W 50mm CLEARANCE FROH HALL
NOTE NO.I2
GRANULAR
Jl BACKFILL
MASONRY OR POURED GONG. SEE NOTE NO.I I
IOOmm JAIEEPING TILE JAil 150mm STONE COVER CONNECT TO EXISTING
CONNECT DRAIN TO, - STORH SEHER - SUHP PIT OR
SANITARY SEHER IN BUILDING IF A TRAP .$ GLEANOUT IS PROVIDED
SECTION 'A'
OUTSIDE
HASONRY OR POURED CONC. f----,fi--,f SEE NOTE NO.I I
IOOmm HEEPING TILE 01/ 150mm STONE GOVER GONNEGT TO EXISTING
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'
TITLE
RSI 1.41 RIGID INSULATION TO MIN. 600mm BELOH GRADE
'
C' _J:.::;.-#t-- IOH 10 :300mm O.C. 'r. DOHELS
BOTTON REINFORCING IOH @ 300mm O.G. JAil HIN. :30mm CONC. COVER
'----~~~ TEHP. STEEL IOH @ 300mm O.G.
UNDERPINNING BEYOND SEE DETAIL BOib 4 BOlo
U/S OF FOOTINGS $ STEP FOOTINGS MIN. 1200mm BELOH GRADE
fl&f'+------j PROPOSED DOOR
EXTERIOR SLAB 1!5mm POURED CONCRETE
INSIDE
~--+1-1-1--f----- :32HPa H/ 5% TO 8% AIR ENTRAINHENT IOOmm CRUSHED STONE
EXISTING BASEHENT f.--~ SLAB
CLEANOUT
CLEAN U/S OF EXISTING FOOTING PRIOR TO POURING OF NEH CONCRETE
15HPa POURED L_ ___ __j CONCRETE UNDERPINNING
THE FULL HIDTH OF THE EXISTING FOOTING
DWG. NO.
TACBOC BASEMENT WALKOUT BOla STANDARD DETAIL PLAN* 5EGTION5
2007
~
~ ~ ,_
EXISTIN6 ADJACENT \J1
FOUNDATION HALL ~ AND FOOTIN6
AN6LE OF REPOSE DO NOT DISTURB
GLEAN U/5 OF EXISTIN6 FOOTIN6 PRIOR TO POURIN6 OF NEH CONCRETE
EXISTING V'IEEPING TILE
6ROUND IN THIS 1--J---r------:;tAREA SEE NOTE 'I' ON SHEET BOld
SEE DETAIL SHEET BOld
UNDERPINNING fROM INSIDE
z \)
1 D z ~
10
RELIEF HOLES ~ INT. DRAINAGE TO BE DESIGNED BY A QUALIFIED PERSON
APPLY NEH DAHPPROOFIN6
NON CORROSIVE f----+----1 NET AL ANCHOR
STRIP
NA.TERPROOFIN6 111-~":!--+-1 HEHBRANE EXTEND
150mm ABOVE 6RADE
DRAINA6E LAYER
BASEHENT SLAB 15mm POURED CONCRETE 15HPa VV 15mm POLY 25HPa JA!ITHOUT POLY IOOmm CRUSHED STONE
15HFa POURED L----------j CONCRETE UNDERPINNING
THE FULL r!IDTH OF THE EXISTIN6 FOOTIN6
,_ r <Jl ill r RSI 5_52
INSULATION
,_ 'il 0 -, 11' G
tL
~ ~
OVER EXISTING '-----nl DAHPPROOFING I
0
x 0 -'
EXISTING ADJACENT FOUNDATION HALL AND FOOTING
SEE DETAIL SHEET BOld
x w
UNDERPINNING fROM OUTSIDE
TITLE
AND ON NEV'l UNDERPINNING
CLEAN U/S OF EXISTING FOOTING PRIOR TO POURING OF NEH CONCRETE
DRAINAGE I----LAYER
NErl IOOmm DIA. HEEPIN6 TILE JAV 150mm CRJJSHED STONE COVER
10
TACBOC UNDERPINNING STANDARD DETAIL 5EGTION5
" I E E 0 Cl
"' N
0 o. 0 •
0··.·•· o() 0·'· o. Q. ·:: . . . 0 0 0 0
tL tL 0
"! ~
0 ,_ NO. 15 BUILDING PAPER
BASEMENT SLAB 15mm POURED CONCRETE ISHPa W 15mm POLY 25HPa V'IITHOUT POLY IOOmm CRUSHED STONE
ISHPCI POURED L----------j CONCRETE UNDERPINNING
THE FULL HIDTH OF THE EXISTING FOOTING
DWG. NO.
BOib 03-2012
25mmt= IOOmmJ__ r--
IOOmm
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.
IOH @ 400mm O.C. DOV'IEL5 + 15H BAR CONT.
kJ_ HIN.
=L
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 OF BASEMENT FLOOR SLAB FROM INSIDE
TITLE
TACBOC BENCH-TYPE UNDERPINNING STANDARD DETAIL SECTIONS, NOTES
=!15mm _JIOOmm
DWG. NO.
BOle 2007
MINIMUM ROOM AREAS APARTMENTS FOR ONE OR TY'lO PERSONS V>IHERE 5PAC,E 15 NOT PARTITIONED
REQUIRED 5PAc-E I MINIMUM AREA
LIVING, DINING, KITCHEN .$. SLEEPING SPACE I 15.5H2 IN TOTAL
OTHER PARTITIONED APARTMENTS
LIVIN6 AREA II.OH 2 IF LIVING AREA IS COMBINED JI'V DINING.$. KITCHEN SPACE
1.0H 2 DININO AREA
B.25H2 IF DININ6 AREA IS COHBINED VI/ ANOTHER SPACE
KITCHEN
Gf.8H .2
AT LEAST ONE BEDROOM 8.8H 2 IF A BUlL T IN CLOSET IS PROVIDED
4.2M .2 IF THE BEDROOH AREA IS COMBINED JI'V ANOTHER SPACE
1.0H 2
OTHER BEDROOMS 0.0M 2 IF A BUlL TIN CLOSET IS PROVIDED
4.2H 2 IF THE BEDROOH AREA IS COMBINED JI'V ANOTHER SPACE
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 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
e 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
EGRE55 PROVIDED FROM APARTMENT A SEPARATE DOOR LEADIN6 DIRECTLY TO THE EXTERIOR FROM THE ACCESSORY APARTMENT
A 'SHARED EXIT', SUCH AS A STAIRHAY USED BY BOTH UNITS
EGI<.ESS AVAILABLE ONLY THROUGH ANOTHER DJ!'IELLING
NINIHUN AREA OF UNOBSTFWCTED
Ec5RE55 V>IINDOV>I
OPENING NOT LESS r-H+THAN 0.38 )v!2 (4.1 SQ. FT.)
EGRESS REQUIREMENTS C,ONDITION5
SMOKE ALARNS IN EACH DHELLIN6
1/2 HOUR FIRE SEPARATION AROUND EXIT, AND INTERCONNECTED SMOKE ALARHS IN BOTH UNITS AND ALL COHHON AREAS.
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
V>IINDOV>I V>IELL FOR E5RE55 V>IINDOV>I
l IN (3'-3'')
GRADE
l I r--9 ~~·-s··J ----"*-,'===; 6RADE
' ,/ 4b0mm (18") OR NORE ~ FOR OPENABLE PORTION OF HINDOH 6'--~-~ti"
IC!OOmm (2'-11") MAX. 1---~ I.ABOVE FLOOR
,OR STEPS BASEMENT ~·· •. ~/~
I I
l__j HINDOH I HELL
FLOOR LEVEL .. '
SEPARATION BETWEEN UNITS REQUIRED FIRE 5EPARATION5/C,L05URE5 C,ONDITION5
30 HINUTE FIRE SEPARATION (12.1mm TYPE 'X' GYPSUM BD. CEILING)
15 MINUTE HORIZONTAL FII<.E SEPARATION
NO FII<.E SEPARATIONS
20 MINUTE LABELED DOORS, UNLABELED HINIHUH 45mm THICK SOLID GORE HOOD DOOR OR METAL GLAD
UNRATED CLOSURES
SHOKE ALARH IN BOTH UNITS
INTERCONNECTED SNOKE ALARMS IN BOTH UNITS AND IN ALL CONHON AREAS
THE ENTII<.E BUILDIN6 HUST BE SPRINKLERED
EQUIPPED HITH SELF CLOSERS
THE APARTHENT FLOOR AI<.EA HUST BE SPRINKLERED
SMOKE ALARMS AND CARBON MONOXIDE DETECTORS REGIUIRED SMOKE AL.ARMS J!'IITHIN EACH DHELLING UNIT
REGIUIRED C.AR60N MONOXIDE DETEGTORS HITHIN EACH Dr!ELLIN6 UNIT ADJACENT TO EACH SLEEPIN6 AREA
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.
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
NATURAL VENTILATION (OPENABLE HINDOHS/DOORS) FOR LIVIN6/DININ6 ROOHS, BEDROOMS, KITCHEN
NATURAL VENTILATION (OPENABLE HINDOH) FOR BATHROOMS OR IAIATER CLOSET ROOMS
NECHANIGAL VENTILATION, IF NATURAL VENTILATION IS NOT PROVIDED
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.
HINIHUH 0 . .28H 2 (3SQ. FT.) PER ROOH OR COHBINATION OF ROOHS
HINIHUM O.OC!H 2 (O.C!ISO. FT.)
ONE-HALF AIR CHANGE PER HOUR IF THE ROOH IS HECHANICALL Y COOLED IN SUHHER, AND ONE AIR CHANGE PER HOUR IF IT IS NOT.
REQUIRED PLUM61NG FAC,ILITIE5 e KITCHEN SINK e LAUNDRY FACILITIES e BATHROOM YiiTH LAVATORY, TOILET AND BATHTUB OR SHOIAIER STALL
TITLE DWG. NO.
TACBOC BASEMENT ACCESSORY APARTMENT STANDARD DETAIL BUILDING C.ODE REQUIREMENTS - EXISTING BUILDING
B02a 2007
SEE NOTE
SEE f4\ NOTE\:!_/
SEE NOTE I ,.........-
LIVING bREI("_-
NININUH 1.2N I
SETBACK REQ 'D. r---SNOEETE f6\ I I SEE ® I I \:"_/ --------y NOTE H-----
EGRESS THROUGH ANOTHER DV>IELLING
PROVIDE rliNDOrl r!ELLS SNEEE @1 IF NECESSARY OT
NINIHUH '100mm SETBACK RECONHENDED FOR SOLID GORE DOOR HITHOUT BLASS PANEL UNLESS SPATIAL SEPARATION CALCULATIONS REQUIRES HORE OF A SETBACK
L SIDE ENTRANCE/E6RESS ~ SEE f2\ z=::zz:zz:z;:
NOTE\:':__/
V>IITH A SHARED EXIT
SEE NOTE
NINIHUN 1.2N I SETBACK REQ 'D. r---
SEE NOTE
SEPARATl BASEHENT JAIALKOUT
SEE 0.:\ NOTE\!!_;
0 ~IIIII~
l ________ yl ~~~® HI _____ I PROVIDE HINDOH HELLS ~EE E ® IF NECESSARY OT
SEE~ NOTE0
NININUN 1.2N I SETBACK REG 'D. r--- SNOEETE f6\ I I SEE ® I I \:"_/ --------y NOTE H-----
V>!ITH ITS OV>IN SEPARATE EGRESS DOOR LEADING DIREGTL Y TO EXTERIOR
NOTES RELATING TO PLANS ABOVE (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.
TITLE
PROVIDE r!INDOrl r!ELLS SNEEE @1 IF NECESSARY OT
6. MINIMUM 5% OF LIVING/DINING FLOOR AREA OF NATURAL LIGHT (GLASS AREA) TO BE PROVIDED.
1. 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.
DWG, NO,
TACBOC BASEMENT ACCESSORY APARTMENT B02b STANDARD DETAIL SAMPLE PLANS AND SPEGIFIGATION5
2007
D D
D D
SEEDETAILJ SHEET COle L
TOP OF BEAM
D FIN. GRADE
U/S OF PIER
E E Cl . ()Z !'II
I I I I I I I
C.ARPORT
8'1x8'1 0\00D POSTS ON GONG. PIERS
LINE OF --cr---,-------1 ROOF
I ABOVE
,----------1 EXISTING DY'\ELLING 0\ALL TO REMAIN
r 1/2 SPAN r 1/ 2 SPAN r
1/-r---~---~--~--7]
/ / / / / / / / /
r // // // // ,
I / / / / ~ / / / / / / / / /
1/ / / / /'
~/ SUPPORTED ROOF / I I AREA. SEE PIER I
1 /sizE, TABL;= oN c;-olb //]
J.)
ZC) S1\.) 1--1-\.)w Ww [)"I Ql.il ,.~ w<.n f'..lw \il_J ocm w-1 J- 1-ILw <t:w !t<.n
/ / / / r / / / / I
/ / / / J 1 / / / /
!-@-I I
' / / / / ~'I I
- BEAM SEE GOib +/ ~ ""'7/ I - -@-til 1 / / / / L / / / / t
---------------------------- ~~---L~---~---~~----- ____________ j L ___ _
1 BEAM SPAN
c::::::::J
PROPERTY LINE
C.ARPORT PLAN (PROVIDE DIMENSIONS IN BOXES)
SEE GOib FOR STRUCTURAL SIZES
CD FRAME ~ALL
1-i\ BRICK ~ VENEER ~ALL
1.0\ SOLID ~ MASONRY ~LL
D C.ARPO T NErl r!OOD
+--+---1 POSTS SEE GOib
CONCRETE PIERS
--+--+----1 BEYOND
SEEDETAILJ SHEETCOidL
TOP OF BEAM
D FIN. GRADE
E E Cl . ()Z !'II
CD FRAME ~ALL
1-i\ BRICK ~ VENEER V'\ALL
1.0\ SOLID ~ MASONRY V'\ALL
ROOF NOT FOR OGGUPANC.Y
NEY'l 0\00D
t---+----1 POSTS
D
SEE GOib
l
I I L _ __l
SEE GOib U/S OF PIER
SLOPING ROOF FLAT ROOF
C.ARPORT SEC. Tl ONS
TITLE DWG. NO.
T ACBOC ATTACHED CARPORT GO Ia STANDARD DETAIL 51-0PING OR. FLAT ROOF PLAN ~ SECTIONS
2007
ROOF RAFTERS (v-.IHERE NO GElLING IS INSTALLED)
tviAXItv!Utvl CLEAR SPAN (tv!)
ROOF SNOV'-1 LOAD I.OkPa ROOF SNOV'-1 LOAD 1.5kPa RAFTER RAFTER SPACING (mm) O.G. RAFTER SPACING (mm) O.G. SIZE
500 400 bOO 500 400 bOO
58x8"1 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
ROOF JOISTS (v-.IHERE GElLING IS INSTALLED)
tviAXItv!Utvl CLEAR SPAN (tv!)
ROOF SNOV'-1 LOAD I.OkPa ROOF SNOV'-1 LOAD 1.5kPa JOIST JOIST SPACING (mm) O.G. JOIST SPACING (mm) O.G. SIZE
500 400 bOO 500 400 bOO 58x8"1 2.41 2.24 1.'16 2.16 1.'16 1.11
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
ROOFING BEAMS
tviAXItv!Utvl tv! IN I tv!Utvl ROOF ROOF CLEAR BEAt-'~ FRAtviiNG (mm) O.G. SHEATHING SPAN (tv!) SIZE
ROOF SNOV'-1 LOAD RAFTERS @ 500 1.5mm PL Yii'!OOD I.OkPa 1.5kPa W H-c;LIPS OR
RAFTERS @ 400 1/mm LUMBER 2.55 2.02 2- 58xl84
2.88 2.41 2 - 58x255 '1.5mm PLYII'IOOD W 'H'-(:;LIPS RAFTERS @ bOO OR l'lmm LUMBER 5.54 2.81 2- 58x286
PIERS
SUPPORTED ROOF AREA (t--12)
PIER ROOF SNOV'-1 LOAD I.OkPa ROOF SNOV'-1 LOAD 1.5kPa SIZE (mm)
ALLOV'-IABLE BEARING ALLOV'-IABLE BEARING GAPAGITY OF SOIL 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. 5.0"1 5.11 8.08 2.14 5.62 5.16
500 DIA. 4.51 1.54 11.11 5.16 5.20 8.56
550 DIA. 5.'15 '1.'14 15.81 4.21 "1.06 11.55
400 DIA. 1.62 15.01 20.12 5.48 '1.2'1 14.11
POSTS
POST tv! AX. SUPPORTED ROOF AREA (t--12)
SIZE (mm) HEIGHT ROOF SNOV'-1 LOAD (kPa) (SEE NOTE 5) (tv!) 1.0 1.5 2.0 2.5 5.0
1.0 11.1'1 12.'18 10.45 8.11 1.48
8"1x8"1 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
140xl40 2.5 14.11 11.15 8.'16 1.48 6.45
5.0 10.06 "1.60 6.10 5.10 4.58
5.5 6.'18 5.21 4.25 5.54 5.04
GENERAL NOTES
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 DWG. NO.
TACBOC ATTACHED CARPORT GOib STANDARD DETAIL SLOPING OR FLAT ROOFS, TABLES 4 NOTES
2007
500
100~
4
E E z ()
I m ~'
lh q lc / II ~
E z II E II () I II II\ u
FOR ROOF S TRUC. TURE SEE TABLES ON SHEET C.Oib
BEAN FIXED TO HOOD POST W f5mmx 165mm NET AL POST/BEAN C.ONNEC.TOR
EAVESTROU6H, RV'{L ¢ FASC.IA BOARD
HOOD POST HIN B"lmm x B"lm m
mm USE 140mmx 140 TO SUPPORT 5 PIEC.E BEANS ANC.HORED TO C.ONC.RETE PIER METAL SHOE ~ 1:2_fmm DIA BOL SEE C.Oib FOR POST HEI6HT
I NETAL BASE S HOE ANC.HORED MINI
I INTO C.ONC.RETE HUH IOOmm PIER
6RADE
z ----H I E E
POURED C.ONC. HIN. 1:200mm BE
RETE PIER LOH GRADE
D SOIL TABLES
ON UNDISTURBE FOR SIZES SEE ON SHEET C.Oib
() ()
"'
r-- L _________
@SUPPORT DETAIL
TITLE
TACBOC ATTACHED CARPORT STANDARD DETAIL SLOPING ROOF DETAILS
FOR ROOF STRUC.TURE SEE TABLES ON SHEET C.Oib
f5mm
NETAL FLASHING HINIHUH ""15mm UP BEHIND
~--J!jH EXISTIN6 SHEATHIN6 PAPER ¢ NININUN f5mm HORIZONTAL
L"JIIj----llf--j ~~~~ERS
EXISTING
J:ii+-----1\IY 6~~~~~~N TO RENAIN
CD FRAME J.".lALL
FOR ROOF STRUC.TURE SEE TABLES ON SHEET C.Oib
---.o==o-JITic---,rr--;-;::EXI5TIN6
~--tiH-----mf'- ~6~~~d!~~~ TO REMAIN
C.OUNTER FLASHIN6 NININUN 150mm UP J.".lALL EMBEDDED HIN. 25mm INTO NASONRY JOINT C.AULK ¢ SEAL
RENOVE EXISTING NASONRY, DOUBLE $ EXTEND EVERY 4TH
~ Lpl=='if+I--::;;..,Hrl.JoiST THRU TO FRANE HALL. SJPPORT .JOISTS ON 2 JAC.K STUDS EXTEND TO SOLE PLATE
INTERMEDIATE .JOISTS TO BE SUPPORTED ON .JOIST HANGERS NAILED
L---j'==i-llf----llft- TO A HEADER HHIC.H IS ALSO SUPPORTED ON .JOIST HANGERS NAILED TO THE: THROU6H JOie>TS
EXTEND ..IAC.K STUDS TO BOTTON PLATE
@ BRICK VENEER J.".lALL
FOR ROOF STRUC.TURE SE:E: TABLE:S ON SHEET C.Oib
EXIe>TIN6
~--11-----~f'- ~6~~~~~~~~y TO REMAIN
C.OUNTER FLASHIN6 NININUN 150mm UP J.".lALL
T'F-tt---,--t- FN~E~~~~N~~-J~~~ C.AULK ¢ SEAL
®SOLID MASONRY V'-lALL
DWG. NO.
GOic 2007
-----------------11 GRAVEL STOP I FLASHIN6
SLOPE FOR J DRAINf\&E
FOR ROOF C.ONSTRLJGTION SEE SHEET C.Oib
FORROOF J-STRUCTURE SEE TABLE:S ON SHEET GOib
I
v
~ I ROOF HEHBRANE OVER C.ANT STRIP ~ MINIMUM
ISOmm IISOmm UP BEHIND EXISTIN6
5HEATHIN6 PAFER
~
' I PROVIDE GANT STRIP I AT INTERSECTION OF
HALL 4 I3U I L T UP ROOF
ll I HOOD BEAM, /11\m+t---~ FOR SIZES SEE
I SHEET C.Oib
L t t- 1 LED6ER NAILED TO
... 0 0 I BEAM FIXED TO YiOOD ~d----- I POST W J5mmxl65mm METAL
POST/BEAN GONNEGTOR
L -------+---1-----11 FASCIA BOARD, FINISH AS PER ELEVATIONS
z I E E a a '"
----H
~ L ________ _
POURED CONCRETE PIER MIN. 1200mm BELOH GRADE ON UNDISTURBED SOIL. FOR SIZES SEE TABLES ON SHEET C.Oib
@)SUPPORT DETAIL
TITLE
L
TACBOC ATTACHED CARPORT STANDARD DETAIL FLAT ROOF DETAILS
I
I-EXISTING FRAME
I HALL C.ONSTRUGTION
JOIST I HANGERS
!
EXISTING FRI\HE 1-'lf\LL
~t----llf'--11 c.oNSTRUGTION TO REHAIN
I
EXISTIN6 BRIGK VENEER 4'---1--Jtt-----HW-I GONSTRUGTION TO REMAIN
GOUNTER FLASHING HINIM.JH ISOmm UP HALL EMBEDDED HIN. 25mm IN MASONRY JOINT Gf'.JJLK $ SEAL
I ROOF MEMBRANE OVER
c-~-iftt- GANT STRIP ~ NINIHUH IISOmm UP HA.LL
REHOVE EXISTING MASONRY, DOUBl-E ¢ EXTEND EVERY 4TH
JI1-~;>-Jif-''----"'--flfb- JOIST THRU TO FRAME li.ALL, SUPPORT JOISTS ON .2 JAC.K STUDS EXTEND TO SOL.E PLATE
C---------t-----~-~rt~~~~-==-~wt-~~DOUBL.EHEADER I IIF 58x.B"l RAFTERS
® bOOmm O.C..
INTERHEDIATE JOISTS TO BE SUPPORTED ON JOIST HANGERS NAILED
L_ ____ +--f-llf------Jifl--1 TO A HEADER HHIC.H IS ALSO SUPPORTED ON JOIST HANGERS NAILED TO THE THROUGH JOISTS
-J.:==IJl~.~=::Jtl::l EXTEND JACK SnJDS _I TO BOTTOM PLATE
COUNTER FLASHING MINIMUM 150mm UP HALL
FLASHINc5 TO~ ~!:F~~~~~~~- ~NMe~~~~~yHj~ 1 ~;mm ~~~!i~F
2
Smm F== --* CAULK 4 OEAL
;:::- E j ROOF MEMBRANE OVER E C.ANT STRIP ¢ MINIMJM
IOOmm 2 ~ I 150mm UP li.ALL
~~:U6~~ t== F==OO=I==;Ii=l SEE TABLES ON SHEET C.Oib
ROOF JOISTS TO BE SUPPORTED ON JOIST HANc5ERS NAILED TO A
L----~±~~~~~~w HEADER HHICH IS FASTENED TO EXI5TINc5 SOLID MASONRY HAl-L. H/ 12."Tmm DIA. ANCHOR BOLTS ® 800mm O.C.
SOLID tv!ASONRY IAIALL
DWG. NO.
GOld 2007
~--------------~----------------------------------~~-1
D
D
E E Cl If)
Cl !f)
D
E E Cl If)
Cl !f)
E E m Cl
CARPORT PLAN 1A 1 POST 4 BEAM (PROVIDE DIMENSIONS)
SEE C.Oib FOR STRUCTURAL SIZES
5BxB'1 RAFTERS : £ DO. l~-r~5~B~x~B~"l~C~O~L~L~A~R~T~IE~S~@~E~A~C~H~~~ li_ __ D~0-.--------------------77
RAFTER AT HID SPAN : HOOD BEAHS TO BEAR HIN. B"lmm ON SOLID HASONRY OR HOOD FRAHIN6 SEE SHEET GOlf
EXISTING DHELLIN6 r!ALL TO REHAIN
CARPORT
LINE OF -'h-----.----,-----1 ROOF
ABOVE
z. <( ()_ Ul
I I
Di n'l <(I C) I
m: WI I
\!) l....---.---,.--....,...---,.---"""7"---r--L......l Dl / / / / / / 1""71 -1 / I' / / / / /I
n' : // / SUPI90RTED ROOF / /l : ~ r / Aft:EA. SEE PIEF: / / ~ x: // ,BIZE "J;"ABLE// // // /: tr1 ~' / ~' ~' ~' I' / I - v/ / / )'40xi;I'O HS<VD /
1
I / / / POC.'fS O!..l/ / 1 I / / / '7" ? / I /1 I / / / GONG. F,;rERS / )'/ I
I/ / / EEE S}'ft:ET "Oib I
5Bxl40 HALL TIES @ -""""'~--~ / /.,.... / /"- /~ I / / / / f/ / / I
1.200mm O.C. HAXIHUH I / / / / / /P I ----------------------------~J ____ J ____ L---~----~----L ____ L
D m 505mm~~~~n---------------1_5_15_m_m ________________ ~~~~~505mm
TOP OF BEAH
D FIN. 6RADE
U/S OF PIER
E E G . ()Z
£:!f
TACBOC STANDARD DETAIL
PROPERTY LINE
CARPORT PLAN 16 1 CONVENTIONAL FRAMING (PROVIDE DIMENSIONS)
SEE GOib FOR STRUCTURAL SIZES
1'1x8'1 RIBBON f-.c-----~----. BOARDS
!I
riALL TIES ARE NOT DESI6NED TO SUPPORT ANY LOADS
riOOD POSTS
GONG RETE PIERS BEYOND
CARPORT
CARPORT SECTION
TITLE
ATTACHED CARPORT GABLE ROOF, PLAN t SECTION
I I I I I I I
GOLLAR TIES 4 HALL TIES
'--------'------1 FOR GARPORT PLAN 'B'
GENTER POST +---------1 FOR GARPORT
PLAN 'A'
I I L _ _J
I I I I I I I
I I L _ _J
DWG. NO.
GOie 2007
FOR ROOF C.ONSTRJJC. TION SEE SHEET C.Oib
FORROOF :~ C.ONSTRUC.TION SEE TAELES ON SHEET C.Oib
I
METAL FLASHING
-h~--ill-~ I EXISTING SHEATHING PAPER ~ MINIMUM 15mm HORIZONTAL
15mm
7f5mm MINIMUM 15mm UP BEHIND
~~~~~~~ 5~~m --IIH ~ I · I MINIMUM 50mm TO HOOD SIDING
~~~-~
L~~l HOODBEAM, /11\-111--- FOR SIZES SEE
I SHEET C.Oib
~ll\lt 0~ 1 BEAM FIXED TO HOOD
I POST H/ 15mmxl~5mm NETAL POST/BEAM C.ONNEC.TOR
L--------+---+---jl EAVESTROUGH, RHL ~ FASC.IA BOARD
E E z () m I
cf
E / E () z "' z
v ·v
HOOD POST MIN. 8"1mm x 8"1mm USE 140mm x 140mm TO SUPPORT 3 PIEC-E BEAMS
-+---j ANGHORED TO GONGRETE PIER HI METAL SHOE ~ 12.1mm DIA. BOLT SEE GOib FOR POST HEI6HT
H NET AL BASE SHOE --ANGHORED MINIMUM IOOmm --INTO GONGRETE PIER
II / II II II
"' GRADE
I~
HOOD BEAN FOR SIZE SEE SHEET C.Oie
REMOVE EXISTIN6 1lll SIDING AS REQUIRED I ++ I TO EXTEND BEAM «<iid'"---ifl~ THRJJ TO FRAME HALL
iiTi ~os~6g~6c.~~~~ ~E 1
111 I FULL HIDTH OF BEAM ~ ITT I EXTEND TO SOLE PLATE
I I
EXISTIN6 ~IJ----~y FRAME HALL
" IGONSTRUGTION TO REMAIN
~
CJ) FRAME WALL
FORROOF :~ C.ONSTRUC.TION SEE TAELES ON SHEET C.Oib
HOOD BEAM fFOR SIZE SEE SHEET GOie
25mm
IF
;o==
F=
t IF=
'===
I== I==
c
-+ lo<)~
' a ' ~ G 9
v
BRICK VENEER WALL
EXISTING BRIC-K VENEER
I GONSTRJ.JG TION TO REMAIN
GOUNTER FLASHING MINIMJN 150mm UP HALL EMBEDDED MIN 25mm INTO MASONRY JOINT C.AULK $ SEAL
I METAL FLASHING MINIWM IOOmm UP BEHIND
I C-OUNTER FLASHING
;o== v !EXISTING ~--fl------,1>--j SOLID MASONRY ,..__ IC.ONSTRJ.JC. TION ..--- TO REMAIN
25mm W 1=====1 FOR ROOF : ~ 1.-'--- -+; GONSTRUGTION r----SEE T AELES E E ON SHEET GOib f=== O~, ~
GOUNTER FLASHING MINIMJN 150mm UP HALL EMBEDDED MIN_ 25mm INTO MASONRY JOINT C.AULK $ SEAL
0 - MINIWN IOOmm UP BEHIND I GaUNTER FLASHING
z I E E () ()
----H I
e15mm ~"'==J;;m*;t-1METAL FLASHING
-~~~~~~~dl ~r-POURED GONGRETE PIER MIN. l200mm BELOH 6RADE ON UNDISTURBED SOIL FOR SIZES SEE TABLES ON SHEET GOib
"
@SUPPORT DETAIL
TITLE
i==
1=====1 ~~----------~+-~
:r:==~ I 1 REMOVE EXISTIN6 ~==~ MASONRY AS REQUIRED
JL--jf-----+-1 ~~m~~~E s~~N~~~~ -----------+--..;~~"~===::71 t SOLID MASONRY MIN / 200mm DEEP BELOH BEAN
HOOD BEAN FOR SIZE SEE SHEET GOie
1666ibi//
® SOLID MASONRY WALL
DWG. NO.
TACBOC ATTACHED CARPORT GOlf STANDARD DETAIL <SABLE ROOF, DETAILS
2007
NEH I PATIO I DOOR
MAXIMUM 200mm ~ STEP AT DOOR . ~
""'
~ f===
I==
= = = = = I==
I==
I==
I==
=
CONTINUOUS 38xl40 I TOP RAIL I
38x38 PICKETS SECURED 1
01./ 2- 16mm SCREHS OR OTHER I APPROVED GUARD SYSTEM
LESS THAN IOOmm OPENING BETHEEN PICKETS 4 NO MEMBER OR ATTACHMENT BETHEEN 140mm 4 '100mm SHALL FACILITATE CLIMBING
NEH POURED CONCRETE DOOR SILL H/ 05mm POLY FLASHING UP BEHIND
4- #'1 x10mm SCREHS BOTH Sl DES OR
C/ H 32mm O.D. HASHERS 2- "15mm THRU BOLTS ~
EXISTING I FLOOR 1------~ ~ ~ rHOOD DECKING 01./ 0mm ~ STRUCTURE I ~ GAPS PERPENDICULAR TO
~~~~~~~~~~;·~~-,q DECK JOIST FRAMING
;,:·<· ,\\\~~/////~\\' '1~"-\\\\'1:://J//;
} -. ~~~~ I ~~:;;CRS 77
1Jll11J
~ ~ ~ ~
E E E E Cl ()
Cl r-lr
()
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lflw Ew
- ~D ED It<( Cl<( ()~ all
d.)\!) Ew -w E > 0'> oa w() ()U'l >U'l ~<( Cl<(
EXISTING I ~ 1--RIM JOIST $
1
1------...P--SILL PLATE
--· .. • 1: ~ I I I
~~ HOOD BEA~ ~t-/-------,r---.--...---._---.--'-...L----'--' MAX. 400mm
x tb PL YHOOD FILLER 4 V 1\f FOR 38xl84 JOIST '>!'~ 38x8"1 GUSSETS ON A I A MAX. 000mm
t)66< )(< -- BOTH SIDES OF POST _ _ --j FOR 38x235 JOIST
DOUBLE 38x8"! LEDGER LAG BOLTED TO FDN. HALL H / 12.1mm DIA. BOLTS @ 800mm O.C. MIN. INTO SOLID MASONRY
~ (x 10mm SCREHS OR - .._ NAX. 1/6 OF 10xl05 METAL POST JOIST SPAN
OR CONCRETE
$ BEAM CONNECTOR -- --
~LL__ __ _:-J---:0_..1 S:':_'T_--_SP._.A_.N._._ ____ "",p / CANT I LEVER l 'f -'~'--- '1
8"!x8'1 NIN. HOOD --v--POST ANCHORED TO CONC. PIER HI METAL SHOE ----.$ 12.1mm DIA BOLT SHOE ANCHORED NINIMUN IOOmm INTO
qJ ~ 50mm HI N . EXISTING 11----------'lr-----------4. FDN. JAIALL I
/ II ""..... II
150mm II CONCRETE PIER II
u ~ADE
I I
POURED CONCRETE pIER I : : HIN. 1200mm BELOHGRADE>-----,t----~r ON UNDISTURBED SOIL, t.f' FOR SIZES SEE SHEET DOid _.l._l __ _,.l~--------'1-
I I I I I I I I I I I I I I
z I E E Cl Cl f\1
HI
SECTION 'A' L---------~ --~
DJ. ~ Cl Cl Cl -\)
llll
2-38xl84 + "'Ox"'Ox8 L
SEE DOid FOR STRUCTURAL SIZES
I I I I I I I I I I I I I
N.
~ -~- -~--T--, -/==;=o;=l=i.., If) I-If) I I I I I
I I I I I ....J........I. I I
I I I I 3r 3r Cl
}
I I I I
~Ill I I I
I I I I L- ...l __ I __ .l.. -J=!=h=o!..J-
-------------------------~
r-+ . @I BEAM ..
L _____________ j ____________ _ BEAM @
PIER PIER
SPACING SPACING
PLAN
TI TLE
T ACBOC WOOD DEGK STANDARD DETAIL FIXED TO SOLID MASONRY FOUNDATION ~LL
PLAN .t SECTION
SEE DETAIL SHEET DOle.
DWG. NO.
DOl a 2007
NEJ!'l I PAT I 0 II-------+--.1>W-1-Hrl7-DOOR
MA XIMUM 200mm L STEP AT DOOR I \
\
CONTINUOUS 38xl40 IL _______ ~Zll!Z'· /l~fZ/J J TOP RAIL r
~~ f21---~l-
S8xS8 PICKETS SECURED 1
HI 2- 16mm SCREHS OR OTHER 1
1---------i------i---,4;'--A:I APPROV ED 6UARD SYSTEM
LESS THAN IOOmm OPENING ElETY'lEEN PICKETS 4 NO MENElER OR ATTACHMENT ElETHEEN 140mm .$ "!OOmm SHALL FAciLITATE cLINEliNG
NEH POURED CONCRETE DOOR SILL H/ 0.5mm POLY FLASHING UP ElEHIND
4- II"! x16 mm SCREHS BOTH SIDES OR
EXISTING ~ FLOOR STRUCTURE
1\ C / H 32mm 0 D riASHERS 2- '1 5mm THRU ElOL TS ~
\ rrlOOD DECKING H / 6mm ~ / GAPS PERPENDICULAR TO
~~~~~~~~~~~~1\•p;/:sq DEcK JOIST FRANING · •. !. ·. 1\\\"' \\\\\\\\ \\\ \\\' ,\' "I\\.,......\ '.,.,.,\\.,.,.\'\.,...\Y,...\\..,.\,'\.,...\ ,,...\,'\\,...\'"\,''lol.-\ '"\,'\\''",\......,.\\\,'\,...'l\.,..,.,.\,\.+,,.....+-\'\....l-' 1---
·"' :'
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() 5 \r
/
::= I~ / /T ~ ~ ~~---~ ~ ~Xi:; .;'<· ~ - - 1/
_ ....... . EXISTING • ~~""""""""""""U'·;;.;:.;=: ;,. :~ ____ ____.__.__---jl 11----'---L---___._,_._~ _ __.H.....__@_o ___...'--'_, ~E~~o~~A~L~~R 4 RIN JOIST ¢ 0 0 @ 38x 8"! GUSSETS ON SILL PLATE &--- 6'------+-----j ElOTH SIDES OF POST
/
0 0
16 mm SCREriS OR @ 16xl65 METAL POST
NAIL ElEAM ---i------------------1 ¢ ElEAN CONNECTOR
w~ Q
FRANING ~ :l ADD STUD A:>+--I--+---~P~I--=E'--'R'--'S__.P_.A__::-cc._.INc_-G-:__ _____ A7- CANTILEV ER BLOCKING -::!':-~"-- I '1 BELOH 8"!x8"! HIN. HOOD - v-EA CH BEAN POST ANcHORED ~ TO CONe. PIER . X X X X N HI NET AL SHOE X 4 12.1mm DIA BOLT
·X. SHOE ANCHORED MINIMUN IOOmm INTO CONCRETE PIER
~: - - fp - -
/ II ~ II II II 1.1
I I
50mm
150mm
6RADE
EXISTING!--~-----'lr--------'1.FDN. HALL I POURED CONCRETE PIER I : :
MIN. 1200mm ElELOH GRADEI--~r-------»r ON UNDISTURElED SOIL, tr FOR SIZES SEE SHEET DOid - -"-
1
---'1 ~------"1-z I !.' !.' () () ('l
SECTION 'A'
DJ.
\[) z
fi" \) <( I I w [L
0::: \Jl <( <( w ill
2-S8xl84 + "!Ox'10x8 L
I I I I I I I I I I I I I I L ____ _____ _j
~
I I I I I I I I I I I I I
M IN.
NIN.
NAX. 400mm FOR 38xl84 BEAM NAX. 600mm FOR 38x235 BEAN NAX. 1/ 6 OF BEAN SPAN
!Il [} SEE DOid FOR STRUCTURAL SIZES
w !Il ~- -r- -~--T-' -/==;;==~~
I I I I I I I I I I I
---:-: i i I I I I I I I I I I I I L - _l _ _ I _ _ .L -J=l="===='=f~ '-~ - . --- ~-- . - .... - ----------------------- -~
JOIST JOIST SPAN SPAN
PLAN
TITLE
T ACBOC !A!OOD DECK STANDARD DETAIL FIXED TO BRICK. VENEER' 0100D FRAMING
PLAN ' SECTION
SEE DETAIL SHEET DOle.
DWG. NO.
DOib 2007
,----- -/ I I
I [J 1+1 +I ~ ,,
2 - :j:i:1xb5 SCRErlS lf---t--t--HI---' "~L++~I @ EAGH PIGKET I
8~x8~ SUPPORT lf---+-POSTS@ 1200mm O.G.I
2-#ix16 CORROSION RESISTANT SPIRAL NAILS OR SGREJAlS TYPIGAL
3 mm
5 mm
~ ~+~ I "+I
~~+~ Kl
I :5mm DROPPED FRAHING v: ::: ::: HENBER INTO rlHIGH L... ~J,: [~J.: EAGH STRINGER IS
END NAILED USING 16mm 1- ~~ZZ411~=1!:~ NAILS NAX. '100mm lo BETJAIEEN STRINGERS ~: ~ ~: ~
SEE SHEET DOl a FOR If---~ ANGHORAGE DETAIL I
II II LJ LJ
210mm HIN. t'l"
"'0 '7· .f'
255mm NININUH STRINGER DEPTH
2 - C!.5mm DIAMETER THRU BOLTS G/01 32mm O.D. JAIASHERS
LESS THAN IOOmm OPENING BETHEEN PIGKETS 4 NO
,-------j HEt-1BER OR ATTAGHHENT BETJAIEEN 140mm II: '100mm SHALL FACILITATE GLINBING
,---------jl GONTINUOUS I 58xl40 GUARD
l 1200mm O.G. HAX.
C!OOmm HIGH HANDRAIL REQUIRED ON STAIRS IF HORE THAN 5 RISERS
z z E E () ()
"
'\; ::tJ', /,t::3 38x8'1 JAlOOD BLOGK I NG I @ 1200mm O.G. NIN. . If--~ BETrlEEN STRINGERS I
I+ I I+ I I+ I I+ I II II LJ LJ
STRINGERS ANGHORED TO PRECAST GONG RETE 1 + 1 2- ~.5mm DIAHETER 1---------------"'-d"!oo.-++i-F;:li,---THRU BOLTS G/rl ~ r-+---11 ° 1 0
32mm O.P. JAIASHERS "'( LJ L 0 ---u-
GRADE
SEC.TION 'B'
.ng~~~ ~V§ LJ 58x8~ 600mm r(
-
I TYPIGAL l~mm DIA THRU-BOLT TYPIGAL
-
.
o~~V§ HO BEA
-
JOISTAT '~ POST LOGATIONS
~.. :-; .-:- ,.-... :_ -.-. :
rl PROVIDE BL HHEN JOISTS
OGKIN6 DO NOT
STS ALIGN H/ PO
.
~ x <1: I
600mm E E () () () N
-
BRAC.IN6 PARALLEL TO BEAM 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
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 LIVE LOAD 1.<=1 k.Pa LIVE LOAD 2.5 k.Pa LIVE LOAD 5.0 k.Pa
JOIST SPAN (mm)
JOIST SPACING (mm) JOIST SPACING (mm) JOIST SPACING (mm)
300 400 bOO 500 400 bOO 500 400 bOO
2000 58xl40 58xl40
2500 58xl40 58xl40
3000 58xl40 58xl84
5500 38xl84 38xl84
4000 58x255 58x255
FOOTIN6 SIZES SOIL BEARING cAPACITIES (k.Pa)
SOIL TYPE
50FT cLAY
LOOSE SAND OR eRAVEL
FIRM CLAY
DENSE OR COMPACT SILT
STIFF C.LAY
DENSE C.OMPAC T SAND OR eRAVEL
TILL
C.LAY SHALE
SOUND ROC.K
BEARING PRESSURE (k.Pa)
40
so
15
100
150
ISO
200
300
500
58xl40 58xl40
58xl84 58xl40
58xl84 58xl84
38x235 38xl84
58x280 58x255
PIER SIZES
DIAMETER M2 (mm)
200 0.05
250 0.05
500 0.08
550 0.10
400 0.15
500 0.20
600 0.50
PIERS SUPPORTED DEC.K AREA I
z <( _j IL ill _j
PI
P2
P3
P4
P5
Pb
BEAMS
2 x 1.! = 5.4m2
2 x 2.0 = 5.2m2
2 x 1.1 = 5.4m2
1.4 x 1.1 = 2.4m2
1.4 x 2.6 = 3.6m2
1.4 x 1.1 = 2.4m2
SUPPORTED JOIST LENGTH
I I I I I
58xl40
58xl40
58xl84
38x235
58x255
POST SIZE (mm)
8"ix8Cf
140xl40
58xl40 58xl40 58xl40 58xl40
58xl84 58xl40 58xl84 58xl84
58x:255 58xl84 58xl84 58x:255
38x235 38x23S 38x235 38x235
58x280 58x25S 58x255 58x286
POST SIZIN6 TABLE
MAXIMUM HEIGHT (M)
1.0
1.5
:2.0
2.0
2.5
3.0
3.5
MAX. SUPPORTED DECK AREA (M2)
LIVE LOAD (k.Pa)
1.<=1 2.5 5.0
10.86 8.!1
5."15 4.10
5.15 :2.55
13.61 10."18
"1.32 1.48
0.55 5.10
4.41 3.54
!.48
4.0"1
2.11
"1.43
6.45
4.38
3.04
.. E E Cl Cl Cl \i
:---;
I
IL X <( X ill
Bl 2000mm
I I I I I I I I I I I I /l P<. q"'J ,.,(0 1 @ BEAH B5 @ BEAH B4 (;::;\
E Cl Cl Cl
I li I
l - a '~ ---a Cl ~
B2 2000mm
1400mm L--------------------------------B4 1400mm :2600mm ~ 2000mm ~400~ BEAM SPAN= 2600mm
JOIST SPAN = 2ooomm
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 SOIL 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 SOIL 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
5 A DECK IS NOT PERMITTED TO BE SUPPORTED ON BRIGK VENEER
6 CANTILEVERED JOISTS AND BEAMS ARE LIMITED TO 1/ 6 THE MEMBERS LENISTH.
TITLE
T ACBOC WOOD DEGK STANDARD DETAIL STRUCTURAL SIZING TABLES
II. CONTACT YOUR LOCAL BUILDIN6 DEPARTMENT FOR FURTHER INFORMATION ABOUT LOCAL SOIL BEARIN6 GAPAGITIES
12. JOISTS SPANNING MORE THAN 2100mm ARE TO HAVE SRID6IN6 AT LEAST EVERY 2100mm O.C ..
DWG. NO.
DOid 2007
GUT OPENING FOR NEH EXTERIOR TYPE DOOR 4 PROV IDE STEEL LINTEL 2L"S "10 x"'O x6
UNHEATED AREA
FOUNDATION PLAN
RDS I 6UA SEE NOTE 3.1
STING I EXI riA LL I
F. STEEL I TEH ION @ 200mm O.G.I
I 15m FO
m BEARING! R SLAB I
TTOH REINF. I BO ION @ 200mm O.G.I
OVIDE DRYHALL' ~ ISH IF FOAM ULATION IS USED
FR FIN INS
100 GR
mm GOHPAG TED I USHED STONE
m CONCRETE! 15m FLO OR SLAB I
I
r-
L.._ ...,
I
!,:;
!,:;
I
RSI 2.11 INSULATION CONT. HI INTEGRAL V APOUR/
.----------1 AIR BARRIER ON HARM
l5mm DEEP POCKETS FOR CONCRETE SLAB SUPPORT (REMOV E EVERY 2ND FAIR OF FACE BRICKS) SIDE 38x.BC'! STRAPPING
NO. 15 BLDG. PAPER
TIE NEH CONCRETE TO EXISTING H/ HOM RODS 200mm LONG, IOOmm INTO HALL EVERY OTHER COURSE
TEMP. STEEL ION@ 200mm O.G .
.BC'!x.B"i HOOD POST ON STEEL SADDLE OR .BC'!mm DIA. STEEL POST (TYF .)
MIN . .B"imm BEARING ON HOOD FRAMING OR SOLID HASONRY @ EXISTING HOUSE
GUARD 4 HANDRAIL r-------~~:--~t::..:=±::::..::..::±::..:.=±::l
NOSING REINF. f-------~cc='----_j HI ION BARS
VENTILATION OPENING L__ ___ _, PROTEG TED FROM GROUND FLOOR PLAN
HEATHER 4 I NSEG TS
r::: :::::
:::::
I ~ -00.-
__..___ ~· "" ""' ~· """"' ~· "" ""' ·~ . ""'
'~L. '-._
! ------- ._] I
I G~ .(j
zw
~ ~ -Ill Ill
·~:& ·:g ~~ I ;, ;,
~ ~ ~ Dl
~ \'l z
::J
·• ~. :~.:·~""? I ~~:~.;'a'~'ey"·~ ____,p. I
I
I
SLAB REINFORGEHENT IF USED AS GOLD CELLAR
SADDLE FOR 0IOOD POST ANCHORED TO SLAB
IOH DOrlELS 600x600mm @ 600mm O.G.
MASONRY EXTERIOR FACING, FILL SPACE BETrlEEN 01ALL 4 FACING 01/ HORTAR 4 PROV IDE METAL TIES SEE NOTE '4'
NOSING REINF. 01/ IOM BARS
DAHFFROOFING .$ 6mm THICK CEMENT PARGING COVED @ FOOTING
200mm CONCRETE BLOCK OR POURED CONCRETE FOUNDATION 0\ALL
IOOmmx400mm POURED CONCRETE FOOTING
IOOmm DIA. 01EEFING TILE 01/ 150mm CRUSHED STONE COV ERAGE
15mm MIN.
SEC. TION 'A' SECTION 'B'
GENERAL NOTES I. EXTERIOR STAIRS
125mm - 200mm RISE 210mm - 355mm RUN 235mm - 355mm TREAD STEPS ARE TO BE UNIFORM THROUGHOUT FLIGHT
2. HANDRAILS
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
TITLE
4. HASONRY TIES
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
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
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
DWG. NO.
T ACBOC GONGRETE PORGH ~ GOLD GELLAR D02 STANDARD DETAIL PLANS, SEC,TIONS 4 NOTES
2007
HIN. 12mm GLEARANGE TO I V. // ~ ~ IIOmm AIR SPAGE BETHEEN GOHBUSTIBLE MATERIAL I "" ? " LINER ' MASONRY (50mm FOR INTERIOR GHIHNEY) / " ~ I DO NOT FILL HITH MORTAR
NIN. CLEARANCE FROM FIREPLACE ~~ ~ i'10mm x G!Omm x 6mm ANGLE OPENING TO GOHBUSTIBLE MATERIAL /rllt--lf~7:f--------'tff)\rliFOR MASONRY SUPPORT SHALL BE 150mm OR 500mm IF ~
GOHBUSTIBLE MATERIAL PROJEGTS ..,1~ V ;;:,;; b I I 1 SNOKE GHANBER NIN. 25mm HORE THAN 50mm OUT FRON FAGE ""1 // . / ~ GLEARANGE TO ANY OF THE FIREPLAGE /' ~ I ;ri I GONBUSTIBLE MATERIAL
I
v:: Vv /; 66 :t " GORBELLED SNOKE GHANBER ~ / /i // LL <c' ~ SNOKE GHANBER HALLS 01/ PARGING REGOHHENDED ,(. rz ~ ~ MIN. 1'10mm SIDES, FRONT 11: BACK HAX. 45' SLOPE TO VERTIGAL I [:/;I/ ~ }- ~ EXGEPT IF THE BAGK IS EXPOSED
~Omm x ~Omm x bmm ANGLE I / r~~)'~ ~ !j! 1- TO THE OUTSIDE IT HAY BE 140mm
FOR NASONRY SUPPORT I " \/Y /: ~ ~ j_) I EVERY FIREPLAGE SHALL HAVE A
FIREBRIGK TO BE SET IN I ~ ~ ~ INETAL DANPER TO GOVER THE FULL FIRE GLAY OR HIGH EXTENT OF THE THROAT OPENING TENPERATURE MORTAR I ~ FIREPLAGE I IZ OPENING lr------------1 6:;~ ~ FIREBOX HALLS NIN. I~Omm HHERE
FIRE GHANBER PROVIDE -"~71'/71>1':7~~-------- A NETAL LINER OR 51mm THIGK HIN. 50mm GLEARANGE J/ ~ FIREBRIGK IS USED INGLUDING THE BETHEEN NASONRY ; / THIGKNESS OF THE NASONRY LINER GONBUSTIBLE FRANIN~ _. _,_' / STAGGER JOINTS BETHEEN HYTHES (IOOmm FOR I' I LOGA luNoo! /
"/ // /'//"// /v/
~ ///" ///// P" IOOmm DIA GOHBUSTION AIR SUPPLY
INSULATED NON-GOHBUSTIBLE
JOIST 1 :_•' :9( I&~ DUGT H/ OPERABLE DANPER
HANGERS I ·:,"' ___ :/1_·-Y __ ·_ .. -:_1:4 ' INSEGT SGREEN
IOOmm GONG. SLAB REINFORCED H/ / ;<· V _h(;y. ·._.-HEARTH TO BE SUPPORTED +-- A ~-C(U,<> J""·:"'.
EXTERIOR HALL I ,J?O h.. .=----cf-
NIN. 300mm FRON GOHBUSTIBLES RECOMMENDED 450mm FOR GLEARANGE FROH SNOH ACCUMULATION ~~;;;E~~~~~u~:~~::H HAY §a';~'~t~-_-_ · __ · -_--.•._-;·~...-
HINIHUH 200mm I =:!"'!:;;~~+~===~~--=='-------:~--jl SOLID BLOGK GOURSE AT BITUMINOUS DANPPROOFING I OR BELOH GRADE LEVEL
ON NINIHUN bmm PARGING ON 7:: ~<n-~';.::, }- }- Z GONGRETE BLOGK FOUNDATION ,(16/i;lt;x:,. i) ~ ~ ~ HALL HI PARG I NG GOVED OVER 'V 'V E
~::~:/{il£f~]i~~rGS I:;J'~$~-~--~-'~=-+--11 IOOmm DIA HEEPING TILE H/
: ==:::::JJ:iiii:illii!·iji· V:90 vco/.. : __ ·•... ·• t I 150mm GRUSHED STONE GOVER ·'1\#i;·~ 'W .. ,' · <'MI -Q,
itf"FG',"''%"i,;,G.JI ~~!'---+
SEC.TION
PLAN
bl STOREY 810mm MIN.~ 2 STOREY 1120mm MIN.
150mm HIN.
GHIMNEY HEieHT (M)
GENERAL NOTES 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 I NGREASED 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
FIREPL.Ac.E: s.o - 4.5 I >4.5 - 5.c:t I >5.c:t - e.c:t I >e.c:t - 12.0 OPENINe FLUE 5IZE5 (mm! (l-1:2)
MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX.
UP TO 0.15 200x200 200x200 IOOx200 IOOx200 IOOx200 IOOx200 IOOx200 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
1.21 - 1.40 400x400 400x400 400x400 400x400 BOOx400 BOOx400
1.41 - 1.60 400x400 400x400 400x400 400x400
1.61- 1.80 400x400 400x400
1.81- 2.00 400x400 400x400
COLUNN I. 2. S. 4 5. 0. 1. B. e.
TITL£ DWG. NO.
TACBOC MASONRY FIREPLACE FOia STANDARD DETAIL PLAN * 5EC.TION
2007
FLUE EXTENSION 50mm MIN . .$ IOOmm MAX.
BRIGK GAP HI FLASHING OR NETAL OR GONG. GHINNEY f-----[ZJI GAP HI HASH < DRIP
SOLID BRICK CHIMNEY NIN. IOmm THIGK. NO NORTAR BETHEEN
·~ :j" I GENERAL NOTES ~cl'---+ ~ ~ I. ALL STRUCTURAL STEEL SHALL BE 500Vi GRADE
0 () ALL BOLTS SHALL BE A-501 GRADE OR SAE -+--+lfl _Q STANDARD 6RADE I 01/ HINIHUH TENSILE STRENGTH
IL \)
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. LINER < SURROUNDING NASONRY f---__,~----1~ ~ HHEN THE GHINNEY HALLS ARE LESS THAN I~Omm THIGK
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
CARBON MONOXIDE DETECTOR
PROVIDE DOUBLE RAFTER IF OPENING IS NORE THAN 2 RAFTER SPACES
SECTION
I
"' D w w ~ w
~
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 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.
LATERAL BRACING FOR CHIIVfNEYS EXTENDING tvfORE THAN 3.6t-1 ABOVE ROOF
45"
DETAIL 'A'
DOUBLE 38xl40 RAFTER
64mm x 64mm x 6mm ANGLE BRP.CINIS
D D
64mm x bmm f----L-I~J;,.,..,!J:~I BENT PLATE
12.lmm THRU BOLT Yil LOCK NUT
DETAIL 'A'
TITL£
600mm MINIHUM ABOVE THE
HIGHEST ROOF SURFACE f.----t-OR STRUCTURE JI'.IITHIN 5000mm OF THE CHIMNEY
A CHIMNEY FLUE SHALL BE MIN. <100mm ABOVE THE HI6HEST POINT @ HHICH THE CHIHNEY COHES IN CONTACT 01/ THE ROOF
45"
TOP OF MASONRY JI'.IALL
64mm x 64mm x 6mm AN6LE BRACIN6
.2-38xl40 ROOF RAFTER
2- 15mm x 15mm x 6mm ,------c,L--7f''------j x 150mm LON6
.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
DETAIL 'B'
CONNEC Tl ON AN6LE
DWG. NO.
TACBOC MASONRY FIREPLACE FOib STANDARD DETAIL DETAILS
2007
D D I I I I I I
,----------1 EXISTING DriELLIN6 V'IALL TO REMAIN
FOR GASPROOFING DOOR SEE NOTE ''1' ON SHEET GOib
GARAGE NErl
£ SLOPE TO EXTERIOR
LINE OF ROOF ABOVE
J.)
Z(5 _g\l) ~-- ~--()w Ww ~I DUl ... ~ WUl ":lw Ul__j ~till w<C ~-- ~--ILw <Cw !l'Ul
I I I I I I L ________ _
-------------------------------------------~
D D PROPERTY LINE
GARAGE PLAN (PROV IDE DIMENSIONS IN 80XES)
SEE DETAIL{_ SHEETS 60ic -BOle
TOP OF PLATE
D FIN. 6RADE
E E () az' f'l'i
LJ/S Of fOOTIN6
CD FRAHE HALL
r;;--, BRICK '8 VENEER HALL
i.Z\ SOLID '::V Jv!ASONRY HALL
X. 4: I E
f-I l!l ill I _j _j 4: :(
E GARA G G G NEV'I (()
SLOPING ROOF
TI TLE
SEE DETAILf SHEETS 60if- 60ih
TOP OF PLATE
E D FIN. 6RADE
E E G az f'lX
U/S Of fOOTIN6
GARAGE SECTIONS
T ACBOC ATTACHED GARAGE STANDARD DETAIL PLAN * SECTIONS
CD FRAHE J.iALL
r;;--, BRICK '8 V ENEER riALL
i.Z\ SOLID '::V MASONRY riALL
f-
~ w
GARAGE~ NEV'I
_j <( :r
FLAT ROOF
DWG. NO.
GO Ia 2007
ROOF RAFTERS (V'lHERE NO GElLING IS INSTALLED)
MAXIMUM GLEAR SPAN (M)
ROOF SNOV'l LOAD I.OkPa ROOF SNOV'l LOAD 1.5kPa RAFTER
RAFTER SPAGING (mm) O.G. RAFTER SPAGING (mm) O.G. SIZE 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)
ROOF SNOV'l LOAD I.OkPa ROOF SNOV'l LOAD 1.5kPa JOIST
JOIST SPAGING (mm) O.G. JOIST SPAGING (mm) O.G. SIZE 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 LINTELS FOR LINTELS FOR V'lOOD FRAMING BRIGK VENEER
DOOR "!Omm SOLID MASONRY 200mm
V'liDTH NOT 5UPPORTINS NOT 5UPPORTINS NOT 5UPPORTINS 5UPPORTINS THE 5UPPORTINS THE 5UPPORTINS THE THE ROOF ROOF THE ROOF ROOF THE ROOF ROOF
UP TO 2/B8xl84 2/B8x286
:2/B8xl84 + :2/B8x:286 + ::2 ANeLES "'""150x.2.2 + 5000mm ANISLE 1:25x'IOx8 ANISLE 125x'IOx8 150xiOOxiO PLATE :200xl0
UP TO 4/B8x286 OR Y'QOOx:li + Y'QOOx:li + MUST BE MUST BE
4CfOOmm 2/B8x286 :2-45x500 PLATE 200xl0 PLATE 200xl0 DESIISNED DESIISNED I.'IE LVL
GENERAL NOTES I. ALL LUNBER TO BE NO. 111:2 SPRUCE OR BETTER
2. ALL PL YHOOD SHALL BE STANPED EXTERIOR GRADE
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. 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 GOMPLETEL Y 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 DWG. NO.
TACBOC ATTACHED 6ARA6E GOib STANDARD DETAIL TABLES 4 NOTE5
2007
3
I 'i' ~ I E E 0 0 0 I()
FOR ROOF C.ONSTRJJC.TION SEE TABL.ES ON SHEET &alb
EAVESTROUGH, Rfi!_ FASCIA BOARD * SOFFIT, FINISH AS PER ELEVATIONS
IS "lmm TYPE 'X' DRYH.A.LL IF LESS THAN l200mm TO THE PROPERTY LINE
HOOD SILL PLATE FASTENED TO FOUNDATION HALL HI MINIMUM
FOR ROOF CONS TRUC. Tl ON SEE TABLES ON SHEET GOib
FOR ROOF C.ONSTRUC. TION SEE TABLES ON SHEET GOib
12.1mm DIAMETER ANGHOR ElOL TS EMBEDDED MIN. IOOmm IN GONGRETE €> 2400mm O.G. MAX. ~ PROVIDE GAULKIN6 OR GASKET BETHEEN PLATE ~ FOUNDATION HAL-L-
EXISTING
4\ft-----jj,f-1 6~~~R~~~N TO RENAIN
METAL FLASHING MINIMUM /5mm UP BEHIND
~--JijH EXISTING SHEATHING PAPER ¢ HINIHUH f5mm HORIZONTAL
JOIST HAN6ER5
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~~~~~~~ TO REMAIN
C.OUNTER FL.ASHING
~-lift-~ ~~:~~~~~~-uis~~L-L-INTo MASONRY JOINT G.AJ.JL-K ~ SEAL
METAL FLASHING t-~tli\t- HINIHUH IOOmm UP BEHIND
COUNTER FLASHIN6
REMOVE EXISTING MASONRY, DOUBLE ~ EXTEND EVERY 4TH
#---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-
INTERMEDIATE JOISTS TO BE SUPPORTED ON
C-~~;;~<::::::::::::Hit ___ 1H JOIST HANGERS NAILED TO A HEADER HHIGH IS ALSO SUPPORTED ON JOIST HANGERS NAILED TO THE THROUGH JOISTS TOP BL-OGK GOURSE
FILLED HI MORTAR OR GONGRETE @BRICK VENEER WALL
z I E E 0 0 N
o. ·0 .o
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-
450mmxl00mm DEEP POURED GONG. FT6. (TYPIGAL) FOOTIN6 TO BEAR ON UNDISTURBED SOIL-
FOR ROOF C.ONSTRJJC.TION SEE TABLES ON SHEET 60ib
EXISTING
J>--H------J>r1 ~~~~~~~~:Y TO REMAIN
METAL FLASHING MINIMUM IOOmm UP BEHIND C.OUNTER FL-ASHING
ROOF JOISTS TO BE: SUPPORTED ON JOIST
---+~~~:1::=1-f======t~ HAN6ERS NAILED TO A HEADER HHIGH IS FASTENED TO EXISTING SOLID MASONRY Hf'..L.LHI 12.1mm DIA. ANGHOR SOL TS liP 800mm O.G.
6ASPROOFING, 12.1mm DRYHALL TAPE ¢
4!-1c----H----------cf--j;E~~A~Lo~~~~6~ND ON FURRIN6 AS REQUIRED ON EXISTING HAL-L-
@FRAME WALL SECTION ® SOLID MASONRY WALL
NOTE, THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVIN6 SPACES
TITLE DWG. NO.
TACBOC ATTACHED 6ARA6E STANDARD DETAIL SLOPIN6 ROOF W FRAME HALL DETAILS
GO I c. 2007
SLOPE GRADE AH.A.Y FROM BUILDING
z I E E 0 0
'"
FOR ROOF
,---------~ ~~~~~~;~oN ON SHEET 60ib
EAVESTROU6H, Rr!L
~----f-;,LTf-!llt-----t!----H ~~~i; ~~~~DA~ FER ELEVATIONS
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
FOR ROOF CONSTRJJC TION SEE TABLES ON SHEET 60ib
EXISTIN6
Mfl---------111'-j ~~~~~~~~N
15mm
TO REMAIN
METAL FLA5HIN6 MINIMUM 15mm UP BEHIND
,----fHH EXISTIN6 SHEATHIN6 PAPER $ MINIMUM 15mm HORIZONTAL
6ASPROOFIN6 12.1mm PRY HALL TAPE $
M+ll+---------111'-j ~E~~A~L of~~~6~NP ON FURRING AS REQUIRED ON EXISTING HALL
"",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
CD FRAME HALL
SOLE PLATE c BOTTOM
15.<imm TYPE 'X' PRYHA.LL IF LESS THAN 1200mm TO THE PROPERTY LINE
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
TOP BLOCK COURSE FILLED HI MORTAR OR CONCRETE
EXISTING
cf----HI+-------1llf-1 ~~s~~~~~~ TO RENAIN
COUNTER FLASHIN6 MINIMUM 150mm UP HALL EMBEDDED MIN. 25mm INTO MASONRY JOINT CAULK ~ SEAL
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
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
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
15mm POURED CONCRETE SL.AB 32MPa @ :2t> PAYS 5% - t>% AIR ENTRAINMENT OPTIONAL HHM REINFORCING IN CENTER OF SLAB IOOmm COMPACTED GRANULAR FILL
450mmxiOOmm PEEP POURED CONC. FTG. (TYPICAL) FOOTIN& TO BEAR ON UNDISTURBED SOIL
FOR ROOF CONSTRUCTION SEE TABLES ON SHEET 60ib
EXISTING
,f----tt--------~f-1 z~~~~'6~~~:y TO REMAIN
COUNTER FLASHING
'f'f'--jt------,----t-1 ~~N~~~~~o~~u~5~~LL INTO MASONRY .JOINT CAULK ~ SEAL
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
TITLE DWG. NO.
STANDARD DETAIL ATTACHED 6ARA6E TACBOC GOld 5LOPIN6 ROOF 4 BRICK VENEER DETAILS
2007
SLOPE GRADE .A-HAY FROM BUILDING
z I E E G G
"
3
FOR ROOF CONSTRUCTION SEE TABLES ON SHEET GOII::l
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
EAVESTROUGH, RV"-!L FASCIA BOARD ¢
SOFFIT, FINISH AS PER ELEVATIONS
SOLID MASONRY HALL I"!Omm C.ONGRETE BLOCK OR -
l~~~§~ij:::__u "!Omm FACE BRICK rl/ "!Omm C.ONGRETE BLOCK BACKUP PROVIDE HEADER COURSE
oO .6.
EVERY lTH COURSE OR ll.Bmm2 GALV. BONDING RODS ® "'OOmm O.C.. HORIZONTAL ¢ 460mm O.C.. VERTICAL
TOF' BLOCK COURSE FILLED rl/ MORTAR OR CONCRETE
15mm POURED CONCRETE: SLAB 52MPa ® 28 PAYS
IN GENTER OF SLAB IOOmm COMPACTED GRANULAR FILL
I"!Omm CONCRETE BLOCK OR POURED CONCRETE FOUNDATION WALL CONTINUOUS UNDER GARAGE DOORS
400mmxl00mm DEEP POURED GONG. FTG. (TYPICAL) FOOTING TO BEAR ON UNDISTURBED SOIL
0 SOLID Jv!ASONRY SECTION
FOR ROOF GONSTRUGTION SEE TABLES ON SHEET GOib
15mm
EXISTING
Jli+-----1\JY 6~~~~~N TO RENAIN
METAL FLASHING MINIMUM 15mm UP BEHIND
r--Ift-~ EXISTING SHEATHING f'Af'ER ¢ MINIMUM 15mm HORIZONTAL
'-ilt-fiH----IIt--1 ~~~~ERS
GASPROOFING, 12.fmm DRYV'!ALL TAPE
,f!~'j-----fiJY ~Et5A~~ ~~~~~6~NP ON FURRING AS REQUIRED ON EXISTIN6 HALL
CD FRAJvfE WALL
FOR ROOF GONSTRI.JGTION SEE TABLES ON SHEET GOib
EXISTIN6
~--t1H-----mfL1~6~~~d!~~~ TO REMAIN
COUNTER FLASHING MINIMUM 150mm UP HALL EM"BEDPED MIN. 25mm INTO MASONRY JOINT CAULK ¢ SEAL
METAL FLASHING t-~,.f!lt-1 MINIMUM IOOmm UP BEHIND
COUNTER FLASHING
:3 REMOVE EXISTING ~--~~~?4;; MASONRY, DOUBLE ~ ~ $ EXTEND EVERY 4TH
#---d>it---~fb"" JOIST THRI.J TO FRAME HALL, SJPPORT JOISTS ON 2 JACK SnJDS EXTEND TO SOLE PLATE
GASPROOFING· 12.1mm DRYHALL TAPE $
d!--!.=~Ht-----IM'--1 ;E~~A~ of~~~6~No ON FURRING AS REQUIRED ON EXISTING HALL
INTERJvfEDIATE JOISTS TO BE SUF'PORTED ON
\_-II;;~<::::::::::::Hit---~H JOIST HANGERS NAILED TO A HE.ADER HHIGH IS ALSO SUPPORTED ON .JOIST HANGERS NAILED TO THE THROUGH .JOISTS
@ BRICK VENEER WALL
FOR ROOF CONSTRUe. TION SEE TABLES ON SHEET GOib
EXISTIN6
,fC---1+-----~-1 ~g~~~:c_~~6'~y TO REMAIN
COUNTER FLASHIN6
'PF--1+---~--H ~~~~~~~~-uis~L INTO MASONRY JOINT CAULK ¢ SEAL
GASPROOFING 12.1mm DRY HALL TAPE ~
d!--f--11-----~--1 ;E~A~ of~~~6~ND ON FURRING AS REQUIRED ON EXISTING ViALL
® SOLID Jv!ASONRY WALL
NOTE, THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVIN6 SPACES
TITLE DWG, NO
TACBOC ATTACHED 6ARA6E GOie STANDARD DETAIL SLOPING ROOF 4 SOLID MASONRY DETAILS
2007
~
I
,-----------------------------------~ ~~~~~6STOP I
EXISTING FRAME HALL CONSTRUCTION TO REMAIN
SLOPE FOR II DRI\INA.6E
FOR ROOF CONSTRUCTION SEE TABLES ON SHEET GOib
NO OCCUPANCY ON ROOF
FASCIA BOARD ~
VENTED SOFFIT FINISH AS FER ELEVATIONS
FRAME HALL CONSTRUCTION
FORROOF '~ GONSTRJJGTION SEE TABLES ON SHEET 60ib
I
I NO OGC.UFANGY L ON ROOF
SHEATHIN6 PAPER LAYERS ,
___,
150mm
___,
' -
{ -
-
+
I I
\ I
I
I I I
I ROOF MEHBR.A.NE OVER CANT STRIP $ HINIHUH 50mm UP BEHIND EXISTIN6
SHEATHIN6 PAPER I'
I I
I
PROVIDE CANT ST"RIP AT INTERSEC.TION OF HALL ~ BUlL T UP ROOF
LEDGER NAILED TO EXISTIN6 FRAME HALL CONSTRUCTION I.
I .JOIST HAN6ER5
6ASFROOFIN6 I 2.1mm DRYriALL TAPE $ SEAL f'.l..L JOINTS MIN. 2 GOATS OF COMPOUND ON FURRING AS REQUIRED ON EXISTING HALL
FINIOH A5 FOR OLOVATION5 CD FRAJv!E WALL ~lf-----,j'f-------+--1 ~~T~O~~~A~~E~~~~~
I 'l' ~ I E E () () () \\')
5t>xt>"1 I"'OOD SnJDS e 400 O.C.. DOUBLE PLATE @ TOP SILL PLATE® BOTTOM
15.G!mm TYPE 'X' DRY~ALL IF LESS THAN l200mm TO THE PROPERTY LINE
HOOD SILL PLATE FASTENED TO FOUNDATION Jr-IALL HI MINIMJM 12.1mm DIAMETER ANCHOR SOL TS
FLASHINS TO OVERLAP MIN_ IOOmm OVER ROOF MEl'-iERANE
FOR ROOF CONSTRUCTION SEE TABLES ON SHEET 60ib
EXISTINS
&~~HI+-------illl'-~ ~~~s~~~~~~~ TO REMAIN
COUNTER FLASHINS MINIMUM 150mm UP HALL EMBEDDED MIN. 25mm IN MASONRY JOINT CAULK 4 SEAL
ROOF MEMBRANE OVER f-'=-f-ilflH CANT STRIP 4 MINit--1UM
150mm UP HALL
DOUBLE HEADER IF 38x8G! RAFTERS ®bOO O.C.
REMOVE EXISTING MASONRY, DOUBLE ~ EXTEND EVERY 4TH
/ll\ ~~~~P-Jfl----llfty-j JOIST THRU TO FRAME ~ALL, SUPPORT JOISTS ON 2 JAGK STUDS EXTEND TO SOLE PLATE
6ASPR.OOFINS, 1::<.7mm DRYHALL TAPE
d'f--1--Hft----11\f'-j ~~~:,:-~ o:~h~~~ND ON FURRING AS REQUIRED ON EXISTING HALL
,-+1-------j--j El'-iEEDDED MIN. IOOmm IN CONCRETE INTERMEDIATE JOISTS TO BE SUPPORTED ON JOIST HANGERS NAILED
SLOPE GRADE AHAYFR.OM BUILDING
z I E E () ()
'"
()0 o··o
® 2400mm O.G. MAX. $ PROVIDE GAULKIN6 OR 6ASKET BETHEEN PLATE ~ FOUNDATION HALL 1--------tl;;;;;t-----J-tt-------11!1--1 TO A HEADER r!HIGH IS
ALSO SUPPORTED ON JOIST HANGERS NAILED TO THE THROUGH JOISTS TOP BLOGK COURSE
FILLED W MORTAR OR GONGRETE @ BRICK VENEER WALL
15mm POURED C.ONC.RETE SLAB :32HPa ® 28 DAYS 5% - 8% AIR ENTRAINMENT OPTIONAL ~M REINFORCING IN GENTER OF SLAB IOOmm COMPACTED GRANULAR FILL
450mmxl00mm DEEP POURED GONG FTG_ (TYPIGAL) FOOTING TO BEAR ON UNDISTURBED SOIL
COUNTER FLASHING MINIMUM 150mm UP Hf'.l..L
FLASHING TO OVERLAP MIN. IOOmm OVER ROOF MEl'-iERANE
~~~~:::::::::::::::r:::::::~~ EMBEDDED MIN_ 25mm ' ___ _:2::;5mm ~ IN MASONRY JOINT
c ll__ ---t CAULK ¢ SEAL
FORROOF } C.ONSTRJJGTION SEE TABLES ON SHEET 60ib
""'===== ~ I ROOF MEMBRANE OVER ;E ~1~f_~."fl---l--j CANT STRIP~ MINIMUM v v m l1somm UP ~ALL G • - b-- F~~~=l !EXISTING
•J;;;;;;;;J~---=;V----f~SOLID HASONRY
llll!!'"!!llll"''!!!!'!!'l!!l!"'ll~ l I ~g~~~fNTION ROOF JOISTS TO BE SUPPORTED ON JOIST HANGERS NAILED TO A HEADER HHIGH IS =F====I
NQ;XWFA~~~fl~j;;±~J;---------i~ FASTENED TO EXISTING
INO OGCUPANGY I SOLID MASONRY HA.LL ON ROOF + W 12.1mm DIA. ANCHOR
BOLTS 3 BOOmm 0 G
+ ~---------~H;~F===~
6ASPR.OOFIN6, 12.1mm DRYHALL TAFE ¢
d'f--1--+l------J--1 ;E~~:,:-~ o:~h~~~ND ON FURRING AS REQUIRED ON EXISTING Hf'.l..L
@ WALL SECTION ®SOLID Jv!ASONRY WALL
NOTE. THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVING SPACES
TITLE DWG. NO.
TACBOC ATTACHED 6ARA6E GOlf STANDARD DETAIL FLAT ROOF 4 FRAME HALL DETAILS
2007
BUILDING
z I E E G G
"'
SLOPE FOR I! DRAINAGE
GRAVEL STOP FLASHING
FOR ROOF GONSTRI.JGTION SEE TABLES ON SHEET 60ib
I
FORROOF '~ GONSTRJ.JGTION SEE TABLES ON SHEET GOib
'
~
___,
150mm
___,
-
I
I
I
EXISTING FRAME HALL CONSTRUCTION TO RENAIN
ROOF MEMBRANE OVER GANT STRIP $ NININUN 50mm UP BEHIND EXISTING
SHEATHING PAPER I'
I I
PROVIDE CANT STRIP AT INTERSEC.TION OF HALL ~ BUlL T UP ROOF
NO OGGUPANGY ON ROOF I NO OCCUPANCY
L ON ROOF
{
BRIGK VENEER HALL <!Omm FAGE BRIC.K 25mm AIR SPAGE 0.1bmm THIGK x22mm HIDE GALVANIZED NETAL TIES@ 400mm O.C.. HORIZONTAL 600mm O.G. VERTIGAL
+
I I
\ I
I
I I I
-
-
I LEDGER NAILED TO EXISTING FRANE HALL GONSTRUGTION I.
I JOIST HANGERS
GASPROOFING I 2.1mm DRY HALL TAPE $ SEAL ALL JOINTS MIN. 2 GOATS OF GOMPOUND ON FURRING AS REQUIRED ON EXISTING HALL
,17L,Lf-lff--J+--+~ INSTALLED HITH GALVANIZED 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
CD FRAIVfE IAIALL
SOLE PLATE e BOTTON
15.'imm TYPE 'X' DRYrlALL IF LE55 THAN 1200mm TO THE PROPERTY LINE
O.SOmm POLY FLASHING MINIMUN 150mm UP BEHIND SHEATHIN6 PAPER PROVIDE HEEP HOLES G NAX. bOOmm APART
V"IOOD SILL PLATE FASTENED TO FOUNDATION HALL HI NININUN 12.1mm DIANETER ANCHOR BOLTS ENBEDDED NIN. 150mm IN CONCRETE llil 2400mm O.C. NAX. ~ PROVIDE GAULKIN6 OR GASKET BETV"-!EEN PLATE * FOUNDATION ViALL
TOP BLOCK COURSE FILLED H/ MORTAR OR GONGRETE
FLASHING TO OVERLAP MIN. IOOmm OVER ROOF MEl'-iBRANE
FOR ROOF CONSTRUCTION SEE TABLES ON SHEET GOib
EXISTING
&~~HI+----illl'-~ ~~~s~~~~~~~ TO REMAIN
COUNTER FLASHING NININUM 150mm UP ViALL EMBEDDED MIN. 25mm IN MASONRY JOINT CAULK 4 SEAL
ROOF MEMBRANE OVER 1-=-f-ilflH CANT STRIP * NINit-1UN
150mm UP ViALL
DOUBLE HEADER IF 38x8'i RAFTERS @ 600 o.c.
REMOVE EXISTING NASONRY, DOUBLE ~ EXTEND EVERY 4TH
/ll\ ~~~~P-Jfl----llfty-j JOIST THRU TO FRANE HALL, SUPPORT JOISTS ON 2 JAGK STUDS EXTEND TO SOLE PLATE
GASPROOFIN6, 1:2.1mm DRYrlALL TAPE
d'f--1--Hft----11\f'-j ~~~:,:-~ o:~6~~~ND ON FURRING AS REQUIRED ON EXISTING HALL
INTERNEDIATE JOISTS TO BE SUPPORTED ON JOIST HANGERS NAILED
~----tl;;;;;t----J-tt----11!1--1 TO A HEADER HHIGH IS ALSO SUPPORTED ON JOIST HANGERS NAILED TO THE THROUGH JOISTS
@ BRICK VENEER IAIALL
15mm POURED CONCRETE SLAB 32Npa e 28 DAYS 5% - b% AIR ENTRAINNENT OPTIONAL HHN REINFORC-ING IN GENTER OF SLAB IOOmm COWACTED GRANULAR FILL
l'iOmm CONCRETE BLOCK OR POURED CONCRETE
-,f-~(d~:\Ojf'----1 FOUNDATION HALL CONTINUOUS UNDER GARAGE DOORS
400mmxl00mm DEEP POURED GONG. FTG (TYPIGAL) FOOTIN6 TO BEAR ON UNDISTURBED SOIL
COUNTER FLASHING MINIMUM 150mm UP HALL
FLASHING TO OVERLAP MIN. IOOmm OVER ROOF MEl'-iBRANE
~~~~:::::::::::::::r:::::::~~ EMBEDDED NIN. 25mm 1 ___ _:2::;5mm ~ IN NASONRY JOINT
c ll__ ---t CAULK ¢ SEAL
FORROOF } CONSTRJJCTION SEE TABLES ON SHEET GOib
""'===== ~ I ROOF MEMBRANE OVER ;E ~1~f_~."fl---l--j GANT STRIP¢ MINIMUM v '"' m l1somm UP HALL G • - b- F~~~=l !EXISTING
•J;;;;;;;;J~--=;V--f~SOLID NASONRY
llll!!'"!!llll"''!!!!'!!'l!!l!"'ll~ l I ~g~~~fNTION ROOF JOISTS TO BE SUPPORTED ON JOIST HANGERS NAILED TO A HEADER HHIGH 15 =F====I
NQ;XWFA~~~fl~j;;±~J;-----i~ FASTENED TO EXISTING
INO OCCUPANCY I SOLID MASONRY HA.LL ON ROOF + W 12.1mm DIA. ANCHOR
BOLTS 3 BOOmm 0 G
+ ~------~H;~F=~~
GASPROOFIN6, 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
NOTE, THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVING SPACES
TITLE DWG. NO.
STANDARD DETAIL
TACBOC ATTACHED 6ARA6E FLAT ROOF 4 BRICK VENEER DETAILS
2007
GOig
BUILDING
z I E E Cl Cl
"'
SLOPE FOR 1/ DRA.INAGE
GRA.VEL STOP FLASHING
FOR ROOF CONSTRUCTION SEE TABLES ON SHEET GOib
NO OGGUPANGY ON ROOF
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
EAVESTROUGH, Rl>il.. FASC.IA BOARD t SOFFIT, FINISH AS PER ELEVATIONS
SOLID MASONRY HALL I"!Omm C.ONGRETE BLOC.K OR "!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
TOP BLOC.K C.OURSE FILLED 01/ MORTAR OR GONGRETE
15mm POURED C.ONC.RETE SLAB 52MF'a @ 28 DAYS 5% - 8% AIR ENTRAINMENT OPTIONAL HliH REINFORC-ING IN GENTER OF SLAB IOOmm C.OWAC. TED GRANULAR FILL
I"!Omm C.ONC.RETE BLOC.K OR POURED C.ONC.RETE
<fl"'\---j'-f~hf~--j FOUNDATION HALL C-ONTINUOUS UNDER GARAGE DOORS
450mmxl00mm DEEP POURED GONG. FTG (TYPIC.AL) FOOTING TO BEAR ON UNDISTURBED SOIL
@ li'JALL SECTION
FORROOF '~ GONSTRJ.JGTION SEE TABLES ON SHEET GOib
I
' I NO OC.C.UPANC.Y L ON ROOF
{ +
I I
\ I
I
I I I
~
___,
150mm
___,
-
-
-
I
I
I
EXISTING FRAHE HALL C.ONSTRUC.TION TO REMAIN
ROOF HEMBRANE OVER C.ANT STRIP $ MINIMUM SOmm UP BEHIND EXISTING
SHEATHING PAPER I'
I I
I
PROVIDE C.ANT STRIP AT INTERSEC-TION OF HALL ~ BUlL T UF ROOF
LEDGER NAILED TO EXISTING FRAME HALL C.ONSTRUC.TION I.
I JOIST HANGERS
GASPROOFING I 2.1mm DRY HALL TAPE $ SEAL ALL JOINTS MIN. 2 GOATS OF COMPOUND ON FURRING AS REQUIRED ON EXISTING HALL
CD FRAIVfE li'JALL
FLASHING TO OVERLAP MIN. IOOmm OVER ROOF ME1'-1E3RANE
FOR ROOF C.ONSTRUC.TION SEE TABLES ON SHEET GOib
EXISTING
&~~HI+----i!JI'--j ~~~s~~~~~~~ TO REHAIN
C.OUNTER FLASHING MINIMUM 150mm UP 1-iALL EMBEDDED HIN. 25mm IN MASONRY JOINT C.AULK t SEAL
ROOF MEMBRANE OVER f-'=-f-ilflH C.ANT STRIP $ MINII-1UM
150mm UF 1-iALL
DOUBLE HEADER IF 38x8"1 RAFTERS ®bOO O.C..
REMOVE EXISTING MASONRY, DOUBLE ~ EXTEND EVERY 4TH
/ll\ ~~~~P-Jfl----llfty-j JOIST THRU TO FRAME HALL, SUPPORT JOISTS ON 2 JAGK STUDS EXTEND TO SOLE PLATE
GASPROOFING, l::<.fmm DRYV'IALL TAPE
d'f--1--Hft----11\f'-j ~~~:,:-~ o:~6~~~ND ON FURRING AS REQUIRED ON EXISTING HALL
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 JOIST HANGERS NAILED TO THE THROUGH JOISTS
@ BRICK VENEER li'JALL
C.OUNTER FLASHING MINIMUM ISOmm UP HALL
FLASHING TO OVERLAP MIN. IOOmm OVER ROOF MEIVfBRANE
~~~~:::::::::::::::r:::::::~~ EHBEDDED MIN. 25mm 1 ___ _:2::;5mm ~ IN MASONRY JOINT
c ll__ ---t C.AULK ¢ SEAL
FORROOF } C.ONSTRJJC.TION SEE TABLES ON SHEET GOib
""'===== ~ I ROOF MEHBRANE OVER ;E ~1~f_~."fl---l--j GANT STRIP¢ MINIMUM v v m l1somm UP HALL G • - b- F~~~=l IE:XISTING
•J;;;;;;;;J~--=;V--f~SOLID HASONRY
llll!!'"!!llll"''!!!!'!!'l!!l!"'ll~ l I ~g~~~fNTION ROOF JOISTS TO BE SUPPORTED ON JOIST HANGERS NAILED TO A HEADER HHIC.H IS =F====I
NQ;XWFA~~~fl~j;;±~J;-----i~ FASTENED TO EXISTING
INO OC.C.UPANC.Y I SOLID HASONRY HA.LL ON ROOF + W 12."1mm DIA. ANC.HOR
BOLTS 3 bOOmm 0 G
+ ~------~H;~F=~~
GASPROOFIN6, 12."1mm DRYViALL TAPE ¢
d'f--1--+J------JY ;E~~:,_t-~ o:~6~~~ND
®SOLID tvfASONRY li'JALL
ON FURRING AS REQUIRED ON EXISTING HALL
NOTE, THESE DETAILS ARE NOT TO BE USED FOR ADDITION OF LIVING SPACES
TITLE DWG. NO.
TACBOC ATTACHED 6ARA6E FLAT ROOF 4 SOLID MASONRY DETAILS STANDARD DETAIL
GOih 2007
TACBOC STANDARD DETAIL
TITLE
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
GARAGE SLAB ON GRADE
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
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.
DWG. NO.
ATTACHED 6ARA6E GOii 6ASFROOFIN6 4 INSULATION DETAILS
2007
,---------------------------------------------------------------------,
0+------ u
D D
D
GARAGE NEV'l
£ SLOPE TO EXTERIOR
ILINE OF
,-----ROOF lABOVE
~
"' N z () () \D vi-ww l)'!jl
D (l<D ~~ w<D ':lw \l)_J
~till w<l: 1-1-ILw ~~
"
D L ________ ~l,-------------~-------------------------------------------
1 D c=J 1 "
PROPERTY LINE ------ --- --- ---- ---GARAGE PLAN (PROVIDE DIMENSIONS IN BOXES)
SEE DETAIL ~ 5 SHEETS I ~~~~
HINIHUH l~xl40 ~':Jt"-=---,--------- RIDGE BOARD ~ 38x8~ RAFTERS
G02b-G02e ~ ce::: ~ ~ @ 400 O.G.
TOP OF PLATE / ::::::: - IQJ:_ , I 0lALL TIES
D FIN_ GRADE '-"'-'==-------qe- -
c c 0 . oz ~I
U/5 OF FOOT I N6
SEE DETAIL SHEETS 2 602b- 602e
TOP OF PLATE
D FIN. GRADE '-""-"'==-------qe- -
E
li 0 z ~I
U/S OF FOOTIN6
lb
c E 0 . ax. o<: Ill I
38x8~ FRANING @ 1200 O.G.
COLLAR TIES 01/ l~x8~ RIBBON BD.
L-------f-t------1 REQUIRED 0lHERE GARAGE JAliDTH
GARAGE NEV'l
EXGEEDS 4G!OOmm
BRICK VENEER SOLID MASONRY
'M!,---- OR FRANE 0lALL SEE DETAILS ON SHEETS G02c. - G02e -
J CONCRETE BLOCK 'tc-'t>------j, FOUNDATION 0lALL
I POURED ,-'-~_,r-----1 CONCRETE
FOOTING
GABLE ROOF
lJ
GARAGE NEV'l
dl
l J FOR FLAT ROOF '---H---- RAFTER OR ~OIST
SIZE SEE G02b
BRIGK VENEER SOLID MASONRY
%11~----j OR FRANE 0lALL SEE DETAILS ON SHEETS G02c. - G02e
- ~============================1,4--;:~-~J CONCRETE BLOCK I FOUNDATION 0lALL
FLAT ROOF
TITLE
J POURED 13-----
1
CONCRETE FOOTING
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
RAFTER SPACING (mm) O.C. RAFTER SPACING (mm) O.C. SIZE 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
ROOF JOISTS (FLAT ROOF - IAIHERE CEILING IS INSTALLED)
MAXIMUM CLEAR SPAN (M)
ROOF SNOIAI LOAD I.OkPa ROOF SNOIAI LOAD 1.5kPa JOIST
JOIST SPACING (mm) O.C. JOIST SPACING (mm) O.C. SIZE 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
LINTELS
LINTELS FOR LINTELS FOR LINTELS FOR IAIOOD FRAMING BRICK VENEER
DOOR ~Omm SOLID MASONRY 200mm
IAIIDTH NOT 5UFFORTIN15 NOT 5UFFORTIN15 NOT SUFFORTIN15 SUFFORTIN<5 THE SUFFORTIN<5 THE SUFFORTIN<5 THE THE ROOF ROOF THE ROOF ROOF THE ROOF ROOF
UP TO 2/:38xl84 2/:38x286
2/:38xl84 + 2/58x28b + 2 ANeLES ~150x.22 ..-5000mm AN<5LE 125x'!Ox8 AN<5LE 125x'!Ox8 150xiOOxiO PLATE 200xl0
UP TO 4/58X286 OR v-t.200x.21 + "'""-200x.21 + MUST BE MUST BE
4~00mm 2/:38x286 2- 45x500
PLATE 200xl0 PLATE 200xl0 DESIGNED DESIGNED I.'IE LVL
GENERAL NOTES I. ALL LUNBER TO BE NO. I.$ 2 SPRUCE OR BETTER
2. ALL PLYHOOD SHALL BE STANPED EXTERIOR GRADE
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. 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
TITLE DWG. NO.
TACBOC DETACHED GARAGE G02b STANDARD DETAIL TABLES 4 NOTES
2007
38x8"1 RAFTERS /jjl 400 o.c.
EAVESTROUGH, RV"-U.. FASCIA BOARD ~ SOFFIT, FINISH AS PER ELEVATIONS
FRANE HALL CONSTRUCTION FINISH AS PER ELEVATIONS SHEATHING PAPER LAYERS
,-------------------------------~ ~:~~GSTOP
SLOPE FOR II DR.A.INA6E
FOR FLAT ROOF STRUCTURE SEE TABLES ON SHEET GO.::!b
FASCIA BOARD ¢ VENTED SOFFIT FINISH AS PER ELEVATIONS
FRANE !i.ALL CONSTRUCTION FINISH AS FER ELEVATIONS SHEATHING PAPER LAYERS
Jli!-----IJL--------___j ~~~:oRi~PEEAG~~~~~~ ;:3Bx8"1 HOOD STUDS s 400 O.C. DOUBLE PLATE @ TOP
Jaiii---~M--------J-___j ~~T~:o~~;~E~~~~:G SILL PLATE Cil BOTTON
;,~~: F~rfE f---------BUILDING
z I E E 0 0 N
I 'i' ~ I E E 0 0 0 I()
o. ·0 .o
;.'18x8"1 riOOD STt.JDS G 400 O.C. DOUBLE PLATE fll TOP SILL PLATE® BOTTON
@FLAT ROOF
IS "'mm TYPE 'X' DRYriALL IF LESS THAN 600mm TO THE PROPERTY LINE
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
TOP BLOCK COURSE FILLED HI MORTAR OR CONCRETE
1Smm POURED CONCRETE SLAB 52NPCl @ 28 DAYS 5% - 8% AIR ENTRAINMENT OPTIONAL rlriN REINFORCING IN GENTER OF SLAB IOOmm GONPAGTED eRANULAR FILL
SLOPE GR.A.DE AHAY FROM BLJILDING
EXCAVATE TO REMOVE ALL OR6ANIC MATERIAL
200mm
HIN.
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
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"
3 ALTERNATE FOR FRAME GARAGE
400mmxl00mm DEEP POURED GONG-. FTG. (TYPIGAL) FOOTING TO BEAR ON UNDISTURBED SOIL
MAXIMUM 55M2, ONE STOREY JAlOOD FRAME ONLY
CJ) HALL SECTION
TITLE DWG. NO.
TACBOC DETACHED GARAGE FRAME DETAILS
G02c. 2007
STANDARD DETAIL
3
,------------------~~~-
1
I I I
EAVESTROUGH, RHL FASCIA BOARD $
SOFFIT, FINISH AS PER ELEVATIONS
BRICK VENEER ViALL OfOmm FACE BRICK 25mm AIR SPACE O.l6mm THICK x22mm HIDE <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
FOR FLAT ROOF
~----1 ;~~u~~~s SLOPE FOR ON SHEET 60.2b
/1 DRAINA6E
FASCIA BOARD '
'----§~~}-lfl---++---1 ~~~~~~~~T ELEVATIONS
15."1mm TfPE 'X' DRYHA.LL IF LESS THAN bOOmm TO THE PROPERTY LINE
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
15.'1mm TYPE 'X' DRYiiALL IF LESS THAN 600mm TO THE PROPERTY LINE
@FLAT ROOF
SLOPE GRADE AHAY FROM BUILDING
z I E E G G N
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
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
1"10mm CONCRETE BLOCK OR POURED C.ONC.RETE
,fi'C-\--IcJc-"'-,f~--1 FOUNDATION HALL C-ONTINUOUS UNDER 6ARA6E DOORS
400mmxiOOmm DEEP POURED CONC.. FTG. (TYPIGAU FOOTIN6 TO BEAR ON UNDISTURBED SOIL
CD WALL SECTION
TITLE
TACBOC DETACHED GARAGE STANDARD DETAIL BRICK VENEER DETAILS
DWG. NO.
G02d 2007
z I E E G G
"
3
58x8<! RAFTERS @ 400 o.c.
-----------------------~~--
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
EAVESTROUGH, RV"-IL FASCIA BOARD t SOFFIT, FINISH AS PER ELEVATIONS
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
I<!Omm CONCRETE BLOCK OR POURED CONCRETE FOUNDATION HALL CONTINUOUS UNDER GARAGE DOORS
400mmxl00mm DEEP POURED GONG. FTG. (TYPICAL) FOOTING TO BEAR ON UNDISTURBED SOIL
CD HALL SECTION
TITLE
TACBOC DETACHED GARAGE STANDARD DETAIL SOLID MASONRY DETAILS
SLOFE FOR 1/ DRAINArSE
FLAT ROOF
rSRAVEL STOP FLASHINrS
FOR FLAT ROOF STRJJC.TURE SEE TABLES ON SHEET 60:2b
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
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
DWG. NO.
G02e 2007
I 2x8 HOOD BLOCKIN61
'125 mm I BETHEEN HALL STUDS I
3-3 1;2" SPIRAL 1- -
')-- 1- (ri~ NAILS OR SCREHS 1365 mm
1- 1 r _ BOTH SIDES \1 I I (TYPICAL)
~, I I I I 165 mm
E I I 160 mm -~r(~ E l - 0 I"
0 ' "' -lfj ~ ' "' 30mm TO ' ),
"'0/ ' ' 825 mm ,_
40 mm ' ' ' ' ' ' 1 " T ' ' ' ' [5z? ' ' 1,~-::: 1- - ' ' ' '
''l----------- E-::::----'-=-"'1 r_y
',' '~
-
~t~ --------- ---..-:::./ E~ b-' --'
1so E -- - '\"I -
0 '-"
"' E - -
~ ,----, -~ E l;omm E l ~---; E 0 ~---; E E E 1Y E E
EO I I \\) E I I
EO I I Eo EO
1===== I I Eo
I I EN I I EN o" b- f======= =l_ _ _j I O"
EO ===l_ _ _j I o" ... o E
I TO o" I TO ~------- --------.. I ~----- ----------.. I c-J- eE ' ~--j dlJ- ... o ' ~--j dll-
' - c-J- ' -Eo ' ' - I ' ' - I - '-- I - ' -- I o-D II I II I oT II I II I TO II I II I \- »-- -------------~ ~I -_-_-_-_-_-_----~
OPTION I OPTION 2
W.C. SIDE ELEVATION
2x8 rlOOD 600 mm '" '400 mm '" BLOCKIN6
1 1 1 1 I BETHEEN
1- - - - --' 1- - 1- - HALL STUDS
1- esc: --------- ~2:1 ~F - 1- (~~===~ ====3 --- E-=---'--=--'1 ---------- ,_ --- -------:::/
l 3-3 1/2" SPIRAL --------- NAILS OR SGREHS --------- E t--" BOTH SIDES I
li E E E
I Eo E E (TYPICAL) I
1: EN 0 I 0 o" "' c=======:::J ,_
dl TO 1Y --------- -~------ ---- --- ------~-
' ' dli-' / I I 'y--y-' I I
I I I I I I I I I I I I I I
I I \__ ___ ____ _j I I ----- ---L ~
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. BLOGKING FOR BOTH GONFIGURATIONS AT SIDE OF HATER CLOSET IS REQUIRED.
GRAB BAR INSTALLATION SPECIFICATION
I. BESIDE WATER CLOSET 3. BEHIND BATHTUB OR SHOWER OPTION I MIN. ~OOmm LON6 6RAB BAR MOUNTED L-SHAPED GRAB BAR JAIITH 160mm LONG HORIZONTALLY ON HALL APPROXIMATELY HORIZ. AND VERT. GONPONENTS NOUNTED 850mm ABOVE FINISHED FLOOR 01/ HORIZ. COMPONENT 150mm TO '100mm LOCATE OPPOSITE SHOJAlER ENTRANCE A.F.F. AND THE VERTICAL COMPONENT SO THAT NOT LESS THAN 300mm OF ITS 150mm IN FRONT OF TOILET BOHL. LEN6TH IS AT ONE SIDE OF THE SEAT. OPTION 2 MIN. 160mm LON6 6RAB BAR MOUNTED 4. GRAB BAR ATTACHMENT AT A 50" TO 50" AN6LE SLOPIN6
6RAB BAR MUST BE ATTACHED HITH UPHARDS AHAY FROM HATER CLOSET 01/ LOHER END OF BAR MOUNTED 150mm TO "'OOmm SCREHS HHICH PENETRATE AT LEAST
A.F.F. AND 50mm IN FRONT OF TOILET BOHL. 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 DWG. NO.
TACBOC BARRIER FREE Y"'ASHROOM HOI STANDARD DETAIL 6RAB BAR 1-lALL REINFORGIN6
2007
E E G G t::
z
=
E E G <\}
" E E G
"' " z I E E G
'" Cl
b-
b- r----1
I ! I L--
2000mm
------,
"'"' 0° I 0 I
I ! I
HIN. 460mm
PROVIDE A CLEAR MANEUVERING SPAGE AD.JAGENT TO HATER GLOSET
CLEARANCES FROM IAIALL TO FIXTURES
~05mm
~ l
3-c 0~ /
x
------'
I>' a I>' I>' I
x 4:
= D ill :z: _J \)
PROVIDE DOOR CLOSER ; POHER DOOR OPERATOR f----+"'FOR OUTHARD SHIN6IN6 DOORS
UNIVERSAL TOILET ROOM IAI/ OUTIAIARD SIAIINGING DOOR
"1{)0 "'"' 50mm TO 40 mm /
/
/ / /~ /
I
150 mm
500 mm
f~~ E ///,.....- E
/ / a / /
/ /
"' / / / / r-
/ \]1
()o
"' ()o
E E l!C 4: E
= E E E :z: E MAX. Ea E E E
E E '" '" 1'0 <\} a r- "' " <\}
CLEARANCES BENEATH A LAVATORY
DOORS
a z Cl
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ill D > a
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A MINIMUM ~OOmm DOOR IS REQUIRED HITH A MINIMUM UNOBSTRUCTED CLEAR HIDTH OF 850mm. THE DOOR MUST SHINS OUT, UNLESS ENOUGH AREA IS PROVIDED JAIITHIN THE HASHROON TO PERMIT GLOSING THE DOOR JAIITHOUT INTERFERING JAIITH THE HHEELGHAIR. DOORS MAY 6E LOCKABLE, 6UT GAPA6LE OF EMERGENCY RELEASE FROM THE OUTSIDE. DOOR OPENING DEVICES SHALL 6E LEVER TYPE DESIGN THAT DOES NOT REQUIRE TIGHT 6RASPING OR TJAIISTING OF THE JAIRIST. A DOOR CLOSER ; A POHER OPERATOR IS REQUIRED HHERE THE DOOR OPENS OUTHARD.
IAIATER CLOSET 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 DISPENSERS SHALL BE LOCATED (BELOH THE 6RAB BAR) JAIITHIN 300mm IN FRONT OF THE TOILET SEAT AND NORE THAN 600mm ABOVE THE FLOOR
TITLE
z Ea Ea I a" E'" .na E a" E
E E E r-o-
Ta Ea <\}I- a G"' a o" "' T()
1-
IAIA TER CLOSET $ GRAB BARS
LAVATORIES
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 LAVATORY: l35mm UNDER THE FRONT EDGE: 685mm AT A POINT 205mm BAGK FROM THE FRONT EDGE; 230mm OVER THE DISTANCE FROM A POINT 280mm TO A POINT 430mm 6AGK FROM THE FRONT EDGE. INSULATED PLUM6IN6 OR HATER SUPPLY TEMPERATURE LIMITED TO 43o TO PREVENT BURNS. FAUGET HANDLES OF THE LEVER TYPE OR AUTOMATICALLY OPERABLE ARE REQUIRED, AND MUST NOT 6E SPRING-LOADED NOR LOGA TED NO FURTHER THAN 485mm FROM THE GENTRE LINE TO THE FRONT EDGE OF THE BASIN OR VANITY.
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.
DWG. NO.
TACBOC UNIVERSAL BARRIER FREE TOILET ROOM H02 STANDARD DETAIL
2007
z I E E G s
'f 1610mm 'f ~.OH HAX. HIN.
ELEVATION
" f§
U2 INCliNE
38mm x 8C!mm CURB 38mm xl40mm JAIOOD
_ DEGKINS HI 6mm SAPS PERPENDICULAR TO RAHP JOIST FRAHINS
'f 1610mm 'f
40mm MIN.
!'?
.;;,;;;
/
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~
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~.OH HAX. 'f 1610mm 'f 1,12 INCLINE
40mm HIN. /
s>~ ~OOmm HIN. ,_~v ff--~+------"'=-'-'=----+--d:J. v
z I E E G s
v v v v v
9 ~' f---------T/~1/
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38mm xl84mm' / V LEDSERHI ~ v 12mm DIA.
®
®!
8C!x8'1 NIN. HOOD ~ 4--4-------j POST ANCHORED TO GONG. PIER
cf --
...... " " " "
I~ ......
HI HETAL SHOE II: 12.1mm DIA BOLT SHOE ANCHORED MINIMUM IOOmm INTO GONGRETE PIER
/
®
®
_;1l: ·v
~ --
" " " "
I~ 50mm NIN. ......
150mm HIN.
LAG BOLTS
v EXISTINS SOLID lr----+/ HASONRY HALL I V
v v v u
I I I I
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~ v -,;:==£:::"=~;:::__-~~POURED GONG RETE PIER 'j' ~ HIN. 1200mm BELOH SRADE 1 1 ON UNDISTURBED SOIL I I I I L _________ _j L _________ _j
SECTION 'A-A'
TITLE DWG. NO.
TACBOC BARRIER FREE RAMP STANDARD DETAIL REQUIREMENTS 4 GONSTRUGTION. H03a
2007
'" oz 8\) I~ ·w ~I D D wDi
\Il:t
l
T
" X
" '" ' "
58mm x 184mm LEVEL LED6ER
T
" X
" '" ' "
58mm x 184mm SLOPIN6 LED6ER
rl58mm x 184mm I I JOIST FRAMING
58mm xl40mm + HOOD DECKING W 6mm GAPS
l
58mm x 184mm LEVEL LED6ER
l112mm DIA I LAG BOLTS
~ ~ t===f-lLJLILJl_ll_j[_JLJUl)==yj ~ fi=t======l==i"==1 FIX;==I======1
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~ ~ ~ = = ~ ~ ~ ~ ~
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~~========~~_j[_j[_LU~~~~~====~ ~ ~Ny&-------iC~Ci;,o~xo'--m""m"-------,}t" ~~~~sx !~mm f-~~A;~~tf'j-----jl~ffil~o.-_. ,mm,__-tf'}
ON 200mm
PLAN
l___j CONCRETE I PAVERS
3Smm ;~ LIMESTONE SCREENING
Hl40mm - COMPACTED
6RAVEL BASE
---- ---~
ELEVATION I SECTION
GENERAL NOTES I. A SITE PLAN OR SURVEY IS REQUIRED
SHOHIN6 ALL LOT LINES 4 DIMENSIONS. 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 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
DIA. PIERS
Y PROVIDE INTERMEDIATE PIER II: BEAM FOR EVERY 5200mm OF RAMP
I I I 1
PROVIDE AN INTERMEDIATE PIER ; BEAM FOR EVERY
1 5200mm OF RAMP I I I I
L ___ _j
5. HANDRAILS MUST BE TERMINATED IN A MANNER THAT HILL NOT OBSTRUCT PEDESTRIAN TRAVEL OR CREATE A HAZARD.
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.
TACBOC BARRIER FREE RAMP STANDARD DETAIL C.ONSTRIJC.TION DETAILS.
z I E E G G N
DWG. NO.
H03b 2007
'" z Sl <f) z ill I D {)' G IL 0
"' G I
<!i {)' D ill ill <f)
SHOHER~------~+--------------t~
HOSE f--------BIB
GURB VALVE SET IN GRAVEL (HETER IN HOUSE)
4=!--------,
HATERTI6HT SLEEVE
CORPORATION GOGK (IF REQ'D)
PUBLIC HATER HAIN
0 HHT
ce +-+----f-----1 DRAIN VALVE ~ (OPTIONAL)
L __ ---lLOGATION OF HATER HETER
BAGKFLOJAI c_ ____ -j PREVENTER
IF REQ'D.
c_ ____ ---1 BUILD I N6 SHUTOFF
IAIATER SUPPLY PIPING
VENT THRU ROOF
SUTTER 4 h DOJAINSPOUT TO GRADE
HORIZONTAL VENT LINES SHALL EXTEND ABOVE THE FLOOD f-----~ LEVEL RIH OF THE HIGHEST FIXTURE,
I
~----------i--i+---1 LAVATORIES
I I
HATER ~==r----t-t~~GLOSET
,-------~r-~LAVATORY
GRADE
HOT HATER
GOLD HATER
GANG VENTS HHERE PRACTICAL
----1---,--,
,---i1----';--t--Ht--l LAVATORIES
PUBLIC '-----jSANITARY
SEHER
ALTERNATIVE '-----jLOGATION OF
SANITARY SE01ER
DRAINAGE .$ VENTING
TITLE
SEHAGE PUHP OR -1-------J--j SEHAGE EJEG TOR
SEHAGE PUHP OR SEJAIAGE E.JEG TOR
IF REQUIRED
IS USED JAIHEN SEJAlER IS ABOVE L001EST SANITARY FIXTURE
TACBOC RESIDENTIAL PLU!VIBING STANDARD DETAIL SGHEMATIG PLANS
DRAINAGE PIPING
VENT PIPING
DWG. NO.
POl 2007
,--
EXTERNAL ~ LEADER TO GRADE
---------------------------------
4" G/0
3" F.D.
~PRIMER
SUBSOIL DRAINAGE CONNECTION
SANITARY BUILDING DRAIN
STORM SUMP
4" C/0
MAIN 1
1 I
SM FORGE~
l ________ -------------------------------------~--~ -=-~---Jl, ~;g~~~~~DE SUBSOIL HEXTERNAL ~FROM STRUCTURE DRAINAGE LEADER CONNECTION TO GRADE
DISCHARGING SUBSOIL DRAINAGE ABOVE GRADE- SEPARATE SYSTEM
w --------------------------------------------,
I 3M I SUMP PIT
01/ SEALED GOVER
GRADE
GHEGK VALVE
UNION
STORN SUMP
STORM SUMP PUMP
CONNECTION DOJAINSTREAH OF BUILDING f---, TRAP IF ONE IS INSTALLED
C/O
SEJAIAGE TANK L--~
I VENT
SEHAGE TANK (SUMP)
I
I
SUBMERS EJECTOR PUMP
IBLE I
I
SANITARY SE01AcSE PUMP
TITLE
~
II
z I I ~ SUB-SOIL
FOUNDATION DRAINAGE
' .
FORGE MAIN
>-----VALVE
/ ____ ---1 CHECK I VALVE
- UNION
r/L 7T
.u ~
JAIHEN NO STORN DRAIN IS AVAILABLE OR IT IS NOT ALLOJAIED, THE FOUNDATION DRAINAGE MUST DISCHARGE ABOVE GRADE AT LEAST 3M FRON THE BUILDING AND MUST NOT CREATE A HAZARD
GRAVITY DRAI BEL001 LEVEL
~ BUILDING DRAI OR SEHER
SLOPE
NAGE OF N
01HERE A SUMP SErlAGE IT SHA
OR TANK RECEIVES LL BE HATER TIGHT,
AIR TIGHT AND SHALL BE VENTED.
DWG. NO.
TACBOC STORM AND SANITARY SUMPS P02 STANDARD DETAIL 5GHEMATIG PLANS
03-2012
BATHROOM SHOHER
I I I I I
!-: ------116REYHA TER 1 RECOVERY I I I
:
HPLUHBING VENTILATION
~ BATHTUB ~
CAUTION, HASHING HAGHINE CONNECTION MAY IMPACT GREYHATER QUALITY DUE TO LINT 4 COLOUR
Lt I . I .
HBYPASS OVERFLOH SEE NOTE >5
I~ / ) ~--- _,_,_,_ ~~~~ATER - .. -e-.. - .. _,_,_ ..
\..
', .... __ _ GREYJAIATER RECYCLING ---M------· SYSTEH TANK
I~ /
\.. r TANK I OVERFLOHif-------1
,__...,....~
SERVICEL DRAIN I
NOTES,
F=~O===J======<J CLEAN JAlATER IN SEE NOTE #4
I~IRGAP OR L_-----jBACKFLOH
IPREVENTER
TOCITYf------, SEHER ' I
GREY01A TER SUPPLY
GREYHATER RECOVERY
SANITARY SEHAGE
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 DWG. NO.
TACBOC GREYjl\jATER RECYCLING P03 STANDARD DETAIL SGHEMATIG PLAN, NOTES
2007
I. MATERIALS AND EQUIPMENT e A 'T' FITTING SHALL NOT BE USED IN A DRAINAGE SYSTEH EXCEPT TO CONNECT A VENT PIPE
e 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
2. DRAINAGE SYSTEM 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. e JAIHERE THERE IS A CHAN6E OF DIRECTION GREATER THAN 45 DEGREES IN A SANITARY BUILDIN6 DRAIN OR
SANITARY BUILDING SEHER, A GLEANOUT SHALL BE INSTALLED AT EACH CHANGE IN DIRECTION 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. e EVERY SOIL OR r!ASTE STACK SHALL BE PROVIDED JAliTH A GLEANOUT FITTING AT THE BOTTOH OF THE STACK.
e A CLEANOUT SHALL BE INSTALLED ON A FIXTURE DRAIN SERVING A KITCHEN SINK.
e 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.
e SANITARY UNITS, BATHTUBS AND SHOJAlER BATHS SHALL NOT BE INSTALLED ADJACENT TO JAlALL AND FLOOR
SURFACES THAT ARE PERVIOUS TO JAlATER. e EVERY FIXTURE SHALL BE PROTECTED BY A SEPARATE TRAP. e PROVISION SHALL BE HADE FOR HAINTAINING THE TRAP SEAL OF A FLOOR DRAIN BY THE USE OF A TRAP SEAL PRIHER.
e 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).
e 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. e EVERY SANITARY BUILDING DRAIN AND EVERY SANITARY BUILDING SErlER SHALL BE AT LEAST 4 INCHES IN SIZE. e EVERY STORH BUILDING DRAIN AND EVERY STORH BUILDING SErlER SHALL BE AT LEAST 4 INCHES IN SIZE e INDIRECT CONNECTIONS OR ANY TRAP THAT HAY OVERFLOJAl SHALL NOT BE LOCATED IN A GRAHL SPACE OR
ANY OTHER UNFREQUENTED AREA.
e 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. e ONLY PIPING THAT IS TOO LOH TO DRAIN INTO A BUILDING SErlER BY GRAVITY SHALL BE DRAINED TO A SUHF
OR RECEIVING TANK. e JAlHERE THE SUHF OR TANK RECEIVES SANITARY SEHAGE IT SHALL BE JAlATER AND AIR-TIGHT AND SHALL BE VENTED. e 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 e 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. e THE DEVELOPED LENGTH OF EVERY FIXTURE OUTLET PIPE SHALL NOT EXCEED 1200mm.
e 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 EVERY TRAP SHALL BE VENTED. e EVERY SANITARY BUILDING DRAIN SHALL TERHINATE AT ITS UFSTREAH END IN A STACK OF AT LEAST 5 INCHES IN SIZE.
e 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 e 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. e 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 e AIR ADHITTANCE VALVES SHALL ONY BE USED IN BUILDINGS UNDERGOING RENOVATION AND INSTALLATIONS r!HERE
CONNECTION TO A VENT HAY NOT BE PRACTICAL. e INSTALLED AIR ADHITTANGE VALVES SHALL BE ACCESSABLE AND LOCATED IN A SPACE THAT ALLOHS AIR TO ENTER
THE VALVE.
4. POT ABLE v-IA TER 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). e 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. e A BUILDING CONTROL VALVE SHALL BE PROVIDED ON EVERY HATER SERVICE PIPE AT THE LOCATION JAlHERE
THE JAlATER SERVICE FIFE ENTERS THE BUILDING e EVERY HATER CLOSET SHALL BE PROVIDED HITH A SHUT-OFF VALVE ON ITS HATER SUPPLY PIPE. e 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.
e 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. e 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.
e 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. e EVERY r!ATER SERVICE PIPE SHALL NOT BE LESS THAN 3/4 INCH IN TRADE SIZE e 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. e 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 DWG. NO.
TACBOC SPECIFICATIONS-PLUMBING STANDARD DETAIL
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
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
Footing Size
Floors Supporting Supported Ext. Hall
I 250mm 2 550mm 5 450mm
IOOkPa Far ICF
Supporting Int. Hall 200mm 550mm 500mm
Column Area
0.40m2 0.15m2 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 pro jedian of an unreinfarced Footing be~and the Hall supported shall not be greater than its thickness
Step Footings
• bOOmm max. rise bOOmm min. run
TITL£
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
• 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 I id 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 back-up block Nith corrosion resistant ties at least 11.8mm2 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
Masonr~ Veneer
• 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
DWG. NO.
TACBOC SPECIFICATION- BUILDING CODE STANDARDS SOla
STANDARD DETAIL EXCAVATION, CONCRETE $ MASONRY 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 moisture content lq% at time of installation
• nood Framing members "hich are supported an concrete in direct contact Hith sail shall be separated from the concrete Hith 0.05mm pol~eth~lene or t~pe 'S' roll roofing
Wolls --
• Exterior Halls shall consist oL . 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
• Interior loadbearing "ails shall consist of, . 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
Roof 4 Ceilings
• See SOld for rafter, roof joist and ceiling joist size and spacing requirements
• Hip and valle~ rafter shall be 51>mm deeper than c.ommon rafters
• 5!>xe>q collar ties @ rafter spacing Hith 1qxe.q continuous brace at mid span if collar tie exceeds 2400mm in length
• See SOld For roof sheathing requirements
Notching 4 Drilling of Trusses, Joists, Rafters
• Holes in floor, roof and ceiling members to be 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
TITLE
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•
•
Roofing
Fasteners for roofing shall be corrosion resistant . Roofing nails shall penetrate through or at least 12mm into roof sheathing Ever~ asphalt shingle shall be fastened "'th at least 4 nails for IOOOmm Hide shingle (or 6 llmm staples) Eave protection shall extend qoomm up the roof slope from the edge, and at least 500mm From 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
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 masanr~ beneath the 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
Ceiling Hith attic Roof Hithout attic Exterior no II Foundation nail
RSI 8.81 RSI 5.46 RSI 4.25 R51 3.52 RSI 4.23 RSI 5.46
(unheated) RSI 1.16 (heated) RSI 1.16
Suppl~ Ducts in unheated space R51 2.11
Foundation > 50% exposed Exposed Floor Slabs an 6rode
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 I king 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
DWG. NO
TACBOC SPECIFICATION - BUILDING CODE STANDARDS SOib STANDARD DETAIL HOOD FRAME C.ONSTRUC.TION * INSULATION
03-2012
• • •
•
• •
•
•
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•
•
•
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
TITLE
• • • • • • •
•
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Maximum Rise Minimum Run Minimum Tread Minimum Head Room Minimum vMth
200mm 210mm 255mm lq5omm 860mm
Curved stairs shall have a min. run of 150mm at an~ paint and a minimum average run of 200mm Hinders Hhich converge to a point in stairs must 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 Exterior concrete stairs v-~ith more than 2 risers require foundations
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
DWG. NO
TACBOC SPECIFICATION - BUILDING CODE STANDARDS SOle
STANDARD DETAIL ISENERAL INFORMATION, ELEGTRIGAL, MEGHANIGAL 03-2012
ROOF RAFTERS (IAIHERE NO CEILING IS INSTALLED)
MAXIMUM CLEAR SPAN (M)
ROOF SNOIAI LOAD 1.0 kPa ROOF SNOIAI LOAD 1.5 kPa RAFTER
RAFTER SPACING (mm) O.C. RAFTER SPACING (mm) O.C. SIZE 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)
ROOF SNOIAI LOAD 1.0 kPa ROOF SNOIAI LOAD 1.5 kPa .JOIST
.JOIST SPACING (mm) O.C. .JOIST SPACING (mm) O.C . SIZE 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 58x58mm CROSS BOTH STRAPPING 58-51mm CONCRETE OR DRYIAIALL CLG . BRIDGING II BRIDGING TOPPING
.JOIST SIZE .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 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
58xl84 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
58x255 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
58x286 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 .JOIST SPACING (mm) O.C. FLOOR SUBFLOORING MIN. THIC-KNESS (mm)
SIZE 500 400 bOO .JOIST UP TO (mm) O.C. PLYHOOD HAFER SD. LUMBER
58x8"! 5.11 2.85 2.41 400 15.5 15.'1 11.0
58xl40 4.'10 4.45 5.8'1
58xl84 b.44 5.85 5.11 500 15.5 15.'1 1'1.0
58x255 8.22 1.41 b.52 600 18.5 1'1.0 1'1.0
ROOF SHEATHING ROOF ROOF SHEATHING MIN. THICKNESS ROOF SHEATHING MIN. THICKNESS FRAMING UNSUPPORTED EDGES (mm) TONGUE $ GROOVE, 'H'-CLIPS (mm) (mm) O.C. OR OTHER ED5E SUPPORT
500 1.5 PLYHOOD, '1.5 HAFER BD. 1.5 PLYHOOD, '1.5 HAFER BD. OR 11.0 LUMBER OR 11.0 LUMBER
400 '1.5 PLYHOOD, 11.1 HAFER BD. 1.5 PLYHOOD, "1.5 HAFER BD. OR 11.0 LUMBER OR 11.0 LUMBER
600 12.5 PL '!'HOOD '1.5 PLYHOOD, 11.1 HAFER BD. OR 1"1.0 LUMBER OR 1"1.0 LUMBER
GENERAL NOTES I. ALL LUMBER TO BE NO. I< 2 SPF OR BETTER
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£ DWG. NO.
TACBOC SPECIFICATION - BUILDING CODE STANDARDS SOld
STANDARD DETAIL STRUCTURAL SPAN TABLES 4 NOTES 2007
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
EAVESTROUGH, RJAIL FASCIA BOARD ; VENTED SOFFIT FINISH AS PER THE ELEVATIONS
UGTION FRAME 01ALL GONS TR FINISH AS PER ELEVA SHEATHING PAPER. LA TO OVERLAP EAGH 0 RSI 0.88 RIGID INSUL EXTERIOR TYPE SHEA 38xl40 V'lOOD STUDS RSI 3.52 BATT INSULA CONTINUOUS GONTAGT SHEATHING ; GONTIN VAPOUR BARRIER DOUBLE PLATE @ TOP SOLE PLATE @ BOTTO INTERIOR V'lALL FINIS
TIONS YERS
THER ATION FOR THING @ 400 O.G. TION IN V'l/
uous
N H
STENED TO MINI NUN HOR BOLTS
"""~-~ \ . II: PROVIDE RIER BETrlEEN
V'lALL
V'lOOD SILL PLATE FA FOUNDATION V'lALL HI 12.lmm DIAHETER ANG EMBEDDED MIN. lOOm @ 2400mm O.G. HAX CONTINUOUS AIR BAR PLATE ; FOUNDATION
I SLOPE GRADE AHAY FROM BUILDING FAGE 'I
OFING GING ON
BITUMINOUS DANPPRO ON MINIMUM 0mm PAR GONGRETE BLOGK FD rl/ PARSING GOVED POURED GONGRETE F
N. V'lALL OVER OOTING
V'lALLS (POURED GONGRETE TO HAVE TIE HOLES V'liTH CEMENT HORTA OR DAMPPROOFING)
FILLED R
DRAINAGE LAYER AL FIBRE - MINIMUM l~mm MINER
INSULATION HI A DE NOT LESS THAN 51
NSITY OF kg/N3, OR
- MINIMUM IOOmm OF FREE DRAINING AL, OR GRANULAR HATERI
- A B.H.E.G. APPROV DRAINAGE LAYER
BACKFILL V'l/ FREE DRAINING MATERIAL
ED MATERIAL
I r ED 450xl30 DEEP POUR
GONG. FTG. (TY"PIGAL FOOTING TO BEAR 0 UNDISTURBED SOIL
E E 9--0 0 [l\ll "' o:Z: ;z' oQ I :<:'"
~:::><
. v
~
~ ~
>-
< ::::>< ~
=-
ROOF VENTILATION I , 2300 OF THE INSULA TED GElLING AREA UNIFORHL Y DISTRIBUTED
GARRY MIN. RSI 23.52 INSULATION L__---j TO GOVER INTERIOR FAGE
OF EXTERIOR r!ALL
INTERIOR GElLING FINISH GONT. AIR/VAPOUR BARRIER V'l/ MINIMUM RSI 8.81 INSULATION
I EXTERIOR V'lALL MUST HAVE I MIN. RSI 4.23 INSULATION VALUE
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/ CONTINUOUS l~x04 STRAPPING OR 38x38 GROSS BRIDGING OR SOLID BLOCKING@ 2100 O.G.
I SEAL HEADER V'lRAP I TO VAPOUR BARRIER
f--
I-
A II ~ ! HEADER r!RAP AIR BARRIER AROUND CONTINUOUS HEADER JOIST rl/
I= li vy RSI 1.16 RIGID INSULATION AND RSI 3.52 BATT OR FOAH INSULATION
>< I TOP BLOCK COURSE FILLED
kl~' B I HI MORTAR OR CONCRETE 1-I-
I SEAL HEADER V'lRAP
-b'ii£ J§: I TO FOUNDATION V'lALL I-
I SEMI-SOLID BLOCK COURSE
k(C! I= ~' I AT OR BELOV'l GRADE LEVEL
p s;s) 38x8'1 r!OOD STUDS @ 400 O.G. I-STAND OFF FROM FDN. V'lALL
I-~ RSI 2.11 INSULATION W 0.15mm POLY VAPOUR/BARRIER V'l/
Wao I-R RSI 1.10 RIGID INSULATION (INTERIOR FINISH IS OPTIONAL)
I-R INSUL. MAY BE TERMINATED 0 0 0 IJ "':A I-!::'? 200mm ABOVE FLOOR
'S' I BASEMENT V'lALL MUST HAVE IC / 0 . ,.? I MIN. RSI 3.52 INSULATION VALUE
~ BLOCK SIZE HAX. HEI6HT FROH
l~d 1=. ~ SLAB TO 6RADE
rc} o' I- 1eo 1200mm
-= 240 1800mm
b fl~ 2eo .2.200mm -
-
Rr~~ BASEMENT SLAB
- ~ l5mm POURED GONG. SLAB 15 HPa H/ O.l5mm POLY
-25 HPa 011THOUT POLY
-= IOOmm CRUSHED STONE p, ;;,
E E 0 ()
"' "' f-I \)) w I
}-
"' z ()
'" <{ I _J <{ f-() f-
x <{ I
~ 1¥ 0~ ~ ~POLY MOISTURE BARRIER ,.-n ,_ 5< SEAL TO FDN V'lALL ; SLAB
"~W '~"A~ '/ w-; ,; ;,'IJ"}-'!Wi-' SLAB
IOOmm DIA. r!EEPING 150mm CRUSHED STO NE GOVER ;Jll -,
::;:p, Y'!Ji I ()1 "fi./' 0 ~ ~
TACBOC STANDARD DETAIL
a:;;p "... 0 ~ o 'o
TITLE
FRAME WALL SEC Tl ON FULL BASEMENT
~
DWG. NO.
JAtO I 03-2012
J
+ I
ASPHALT SHINGLES ON MIN. ~.5mm PLYnOOD SHEATHIN6 ON APPROVED ROOF TRUSSES OR nOOD RAFTERS (SEE PLANS) USE 'H'-CLIPS IF 600mm O.C. SPACING
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
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
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
SLOPE GRADE AJAlAY I-----FROM BUILDIN6 FACE
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
BACKFILL H/ FREE DRAINING MATERIAL
450xl30 DEEP POURED GONG. FT6. (TYPICAL) FOOTING TO BEAR ON UNDISTURBED SOIL
IOOmm DIA HEEPIN6 TILE H/ 150mm CRUSHED STONE COVER
TITLE
ROOF VENTILATION 1:300 OF THE INSULATED CEILIN6 AREA UNIFORMLY DISTRIBUTED
GARRY MIN. RSI 3.52 INSULATION TO COVER INTERIOR FACE OF EXTERIOR JAlALL
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
TOP BLOCK COURSE FILLED n/ MORTAR OR CONCRETE
1!-==!,..,:2-Jif------j SEAL HEADER JAlRAP TO FOUNDATION HALL
BLOCK SIZE MAX. HEI6HT FROM SLAB TO 6RADE
,.0 1200mm
240 1800mm
2.0 2200mm
BASEMENT SLAB l5mm POURED GONG. SLAB 15 MPa W 0.15mm POLY 25 MPa niTHOUT POLY IOOmm CRUSHED STONE
POLY MOISTURE BARRIER SEAL TO FDN. HALL ; SLAB
SLAB
DWG. NO.
TACBOC STANDARD DETAIL
BRICK VENEER ii'IALL SECTION FULL BASEMENT
JAI02 03-2012
FRAME JAIALL CONSTRUCTION FINISH AS PER ELEVATIONS SHEA THINS PAPER, LAYERS TO OVERLAP EACH OTHER RSI 0.88 RISID INSULATION FOR EXTERIOR TYPE SHEATHING 58xl40 JAIOOD STUDS@ 400 O.G. f---------JJ=*'ce==~ RSI 5.52 BATT INSULATION IN CONTINUOUS CONTACT HI SHEATHINS ; CONTINUOUS VAPOUR BARRIER DOUBLE PLATE ® TOP SOLE PLATE® BOTTOM INTERIOR V'IALL FINISH
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
SLOPE SRADE AV'IAY FROM BUILDINS FACE f------,
450xl00 DEEP POURED CONC. FTS. (TYPICAL) FOOTING TO BEAR ON UNDISTURBED SOIL
IOOmm DIA. JAIEEPING TILE HI 150mm CRUSHED STONE GOVER
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
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 PLATE 4 FOUNDATION V'IALL
FLOOR FINISH 15.5mm TII:G PLYJAIOOD SU£3Fl_0(JRI OR APPROVED EQUAL ON 0100D FLOOR JOISTS BRIDGED HI CONTINUOUS l~xS4 STRAPPINS OR 58x38 CROSS BRIDSINS OR SOLID BLOCKINS ® 2100 O.C.
SEAL HEADER V'IRAP TO VAPOUR BARRIER
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 ; 500mmxl00mm AGGESS TO CRAV'IL SPACE
SEMI-SOLID BLOCK COURSE AT OR BELOH SRADE LEVEL
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
SRADE
U/S OF FOOTING
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
HEATED CRAV"'L SPACE PROVIDE 500mmxl00mm ACCESS TO CRAV'IL SPACE
SEAL HEADER V'IRAP /1'1~~!+-- TO FOUNDATION V'IALL
~~~~t~~-- SENI-SOLID BLOGK COURSE AT OR BEL001 GRADE LEVEL
SLOPE GRADE AJAIAY f-----, FROM BUILDINS FACE
GRADE
RSI 3.52 INSULATION HI 0.15mm \1!'----t----f>i,_--1 VAPOUR BARRIER, PROTECT
BITUMINOUS DAMPPROOFINS 1 ---------JioF'F~~'*= INSULATION V'l/ INTERIOR FINISH ON MINIMUM Smm PARSINS ON cCONCRETE BLOCK FDN. V'IALL
450xl00 DEEP POURED CONC. FTS. (TYPICAL) FOOTINS TO BEAR ON UNDISTURBED SOIL
IOOmm DIA. V'IEEPINS TILE HI 150mm CRUSHED STONE COVER
TITLE
TACBOC CR.A~L SPACE STANDARD DETAIL HEATED 4 UNHEATED
CRAV'IL SPACE CLEARANCE MINIMUM SOOmm CLEAR TO U/S OF STRUCTURE PROVIDE 0.15 POLY SROUND COVER MIN. 300mm OVERLAP, SEALED AT JOINTS $ FOUNDATION 01ALL II: JAIEIGHTED D001N
RSI 1.16 TO 600mm BEL001 GRADE
z I E E () () N
U/S OF FOOTING
DWG. NO.
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
450x I 00 DEEP POURED GONG. FTG. (TYPICAL) FOOTING TO BEAR ON UNDISTURBED SOIL
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
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
I E E 0 0
450xl50 DEEP POURED GONG. FTG. (TYPICAL) FOOTING TO BEAR ON UNDISTURBED SOIL
TACBOC STANDARD DETAIL
"'
TITLE
SLAB ON GRADE FRAME $ BRICK VENEER HALLS
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
z I E E 0 0 N
U/S OF FOOTING
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
15mm POURED CONCRETE SLAB 15HPa JAl/ 0.15mm POLY 25HPa HITHOUT POLY IOOmm CRUSHED STONE
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
DWG. NO.
JAI05 03-2012
ASPHALT SHINGLES ON MIN. ~.5mm PLYHOOD SHEATHING 38x38 PURLINS @ 400 O.G. PERPENDICULAR TO ROOF JOISTS (SEE PLANS) USE 'H'-GLIPS IF 600mm O.G. SPACING
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 HALL
ROOF VENTILATION 1,150 OF THE INSULATED GElLING AREA UNIFORHL Y DISTRIBUTED
EAVESTROUGH, RHL, FASCIA BOARD 4 VENTED SOFFIT FINISH AS PER ELEVATIONS
FRANE HALL GONSTRUG TION FINISH AS PER ELEVATIONS SHEATHING PAPER, LAYERS TO OVERLAP EAGH OTHER RSI 0.88 RIGID INSULATION FOR
MINIMUM 63mm GLEARANGE
MINIMUM 25mm GLEARANGE
GARRY MIN. RSI 3.52 INSULATION TO GOVER INTERIOR FAGE OF EXTERIOR HALL.
INTERIOR GElLING FINISH GONT. VAPOUR BARRIER HI MIN. RSI 5.46 INSULATION 25mm BELOH TOP OF ROOF JOIST
CONTINUOUS AIR/ VAPOUR BARRIER
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
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
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 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
TITLE
ROOF VENTILATION 1,150 OF THE INSULATED GElLING AREA UNIFORMLY DISTRIBUTED I~ MINIMUM 63mm GLEARANGE
GARRY MIN. RSI 3.52 INSULATION TO GOVER INTERIOR FACE OF EXTERIOR HALL.
INTERIOR GElLING FINISH GONT. VAPOUR BARRIER Hi MIN. RSI 5.46 INSULATION 65mm BELOH U/S OF SHEATHING
DWG. NO
TACBOC SLOPING ROOF DETAIL STANDARD DETAIL INSULATION 4 VENTILATION Hi ALTERNATIVE
03-2012
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)
6RAVEL STOP f--------1 FLASHIN6
FASCIA BOARD ~ VENTED SOFFIT FINISH AS FER ELEVATIONS
FRAME HALL CONSTRUCTION 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 VAPOUR BARRIER DOUBLE PLATE @ TOP SOLE PLATE @ BOTTOM INTERIOR HALL FINISH
6RAVEL FINISH ON 5 FLY FELT ROOFIN6 12.5mm FL Y"OOD SHEATHIN6 ON ROOF JOISTS (SEE PLANS)
FASCIA BOARD ~ VENTED SOFFIT FINISH AS FER ELEVATIONS
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 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 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
TITLE
SLOPE FOR II DRAINA6E
TACBOC FLAT ROOF DETAIL
ROOF VENTILATION 1,150 OF THE INSULATED GEILIN6 AREA UNIFORMLY DISTRIBUTED
MINIMUM 65mm CLEARANCE
INTERIOR CEILIN6 FINISH CONT. VAPOUR BARRIER W MIN. RSI 5.46 INSULATION 25mm BELOH TOP OF ROOF JOIST
CONTINUOUS AIR! VAPOUR BARRIER
EXTERIOR HALL MUST HAVE MIN. RSI 4.25 INSULATION VALUE
HINDOHS SHALL HAVE A MAX. U VALUE OF 1.8
ROOF VENTILATION 1,150 OF THE INSULATED CEILIN6 AREA UNIFORMLY DISTRIBUTED
MINIMUM 65mm CLEARANCE
INTERIOR GElLING FINISH CONT. VAPOUR BARRIER W MIN. RSI 5.46 INSULATION 65mm BELOH U/S OF SHEA THI N6
CONTINUOUS AIR/ VAPOUR BARRIER
EXTERIOR HALL MUST HAVE MIN. RSI 4.25 INSULATION VALUE
DWG. NO
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 UNIFORHL Y DISTRIBUTED
ROOF VENTILATOR OR RIDGE VENT
HINIHUH 25mm f---, CLEARANCE
HINIHUH 6'3mm CLEARANCE
'3
INTERIOR CEILING FINISH CONT. VAPOUR BARRIER "! HIN. RSI 5.46 INSULATION 25mm BELO" TOP OF ROOF JOIST
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 UNIFORHL Y DISTRIBUTED
HINIHUH 6'3mm f--~ CLEARANCE
'3
INTERIOR CEILIN6 FINISH CONT. VAPOUR BARRIER H/ HIN. RSI 5.46 INSULATION 6'3mm BELO" U/S OF SHEATHIN6
TITLE
l5mm
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
HINIHUH 50mm TO "OOD SIDING
__ __j ACOUSTIC SEALANT
~-ftt------11-lf----- JOIST HANGERS TO SUIT ROOF JOISTS
REHOVE EXISTING SIDING rl!ft-------11,41;2-----___.j AS REQUIRED I PROVIDE
INTERIOR "ALL FINISH ON EXISTIN6 CONSTRUCTION
ExiSTIN6 rl!l+------ll41-------1 FRAHE "ALL
CONSTRUCTION TO REHAIN
HETAL FLASHIN6 c_ _ _j HINIHUH 15mm UP
BEHIND EXISTIN6 SHEATHIN6 PAPER
CONTINUOUS RIDGE VENT
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 tFft-------11,41;2-----___j AS REQUIRED I PROVIDE
INTERIOR "ALL FINISH ON ExiSTIN6 CONSTRUCTION
DWG. NO
TACBOC STANDARD DETAIL
NE)AI ROOF ATTACHED TO EXISTING FRAME )AIALL 5LOPIN5 ROOF
JA!Ola 03-2012
I
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
ROOF VENTILATION 1.150 OF THE INSULATED GEILIN6 AREA UNIFORMLY DISTRIBUTED
INTERIOR GEILIN6 FINISH GONT. AIRNAPOUR BARRIER W MIN. RSI 5.40 INSULATION
I--
25mm BELOH TOP OF ROOF JOIST
CONTINUOUS 'f-----------RID6E VENT I
25mm DIA. VENT. HOLES ONE FOR EAGH JOIST SPACE, DRILLED MIN. 50mm FROM TOP OF HEADER
ASPHALT SHIN6LES ON MIN. ~.5mm PLYHOOD SHEATHIN6 ON ROOF JOISTS (SEE PLANS) USE 'H'-GLIPS IF 000mm O.G. SPAGIN6
ROOF VENTILATION 1.150 OF THE INSULATED GElLING AREA UNIFORMLY DISTRIBUTED
-
-~~n(~i~~~-EXISTIN6 BRICK VENEER
l5mm
'}";;;;Mtt ___ 1tl CONSTRUCTION TO REMAIN
COUNTER FLASHIN6 HINIMUM 150mm UP HALL
1,------JJcl----j EMBEDDED Ml N. 25mm --+-# INTO HASONRY JOINT
+ +
CAULK < SEAL
I METAL FLASHIN6 I HINIMUH IOOmm UP BEHIND I COUNTER FLASHIN6
REMOVE EXISTIN6 MASONRY, DOUBLE
+ + $ EXTEND EVERY 4TH tfl===tP--ff+-_'_ _ _'__j1#-J-~JOIST THRU TO FRAME
+ + 1 HALL, SUPPORT JOISTS 1 ON 2 JAGK STUDS / r'/ NAILED TO EXIST. STUD
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[ ___ JiJINTERIOR FINISH ON 38x38 HOOD STRAPPIN6 :,.-, @ 400 O.G. ON EXISTING . X CONSTRUCTION
_____.-=:· .._.=--_ _l_lj_v-t~-_JJU_-
---~~~~~--~-EXISTIN6 #~~w++-------I!J,_j BRICK VENEER
25mm 7 w GONSTRUG Tl ON . 'f TO REMAIN
2 COUNTER FLASHIN6
IE' ~ MINIMUM 150mm UP HALL E 0 f---i!-1---j EMBEDDED MIN. 25mm 0 m IN MASONRY JOINT O - CAULK < SEAL
/7 I METAL FLASHIN6 _L_~---"-'-=-----!li-HIMINIMUM IOOmm UP BEHIND
+ + COUNTER FLASHIN6
\ 38mm '"-==cl REMOVE EXISTIN6 ' - I_ ic + + MASONRY, DOUBLE
- l #-zf < EXTEND EVERY 4TH 3 r tJ;;;::;;:ffiii+-+1H JOIST THRU TO FRAME ri : + + : HALL, SUPPORT JOISTS
MINIMUM 03mm CLEARANCE
r/ ON 2 JAGK STUDS
~""\\~,~~N~< .b "" • \,Sir_=_=_=_=1/ ~;;;;~;EXIST. STUD
\\\\~ \ \~ ..... , _ ~ L_---lj_;:::==1cl-U----Jl_U INTERMEDIATE JOISTS 10
1~ TO BE SUPPORTED ON JOIST HAN6ERS NAILED
~ TO A HEADER HHIGH IS ALSO SUPPORTED ON
INTERIOR GEILIN6 FINISH GONT. AIRNAPOUR BARRIER HI MIN. RSI 5.40 INSULATION f---_j 03mm BELOH U/S OF ROOF SHEATHIN6
TITLE
JOIST HAN6ERS NAILED TO THE THROU6H JOISTS
INTERIOR FINISH ON
1i=~;::;;f11 ___ 11l38x38 HOOD STRAPPIN6 I @ 400 O.G. ON EXISTIN6 ~ CONSTRUCTION
-----'==-~~-tr---RL-
DWG. NO
TACBOC NEV'l ROOF ATTACHED TO STANDARD DETAIL EXISTING BRICK VENEER il'lALL
5LOPIN15 ROOF
JAI01b 03-2012
ASPHALT SHINGLES ON HIN. ~.5mm PLYHOOD SHEATHING 3Bx3B PURLINS @ 400 O.G. PERPENDICULAR TO ROOF JOISTS (SEE PLANS) USE 'H'-GLIPS IF 600mm O.G. SPACING
ROOF VENTILATION \,\50 OF THE INSULATED GElLING AREA UNIFORHLY DISTRIBUTED
OR RIDGE VENT
HINIHUH 25mm
-~~r-tr~-~ EXISTING
~;;;;tt-----t~SOLID HASONRY : CONSTRUCTION
TO REHAIN
25mm Ll2 COUNTER FLASHING ·'i-cr---H---~----l---IHINIHUH 150mm UP HALL
15mm h
1
1 EHBEDDED HIN. 25mm
J INTO HASONRY JOINT
E CAULK $ SEAL E--,12 E E () () Jj) I HET AL FLASH\ NG
"'P:====11 ~()~~~t;;f-IHIN. IOOmm UP BEHIND J F COUNTER FLASHING
~~~~LATOR ~
~~~:~::::m1 \ /~ ~~~-;,:', (..:: ~~P':a~~~~~~~~;T CLEARANCE e-,
1- -1 ~~~~~J!r=;:=D------LJHANGERS NAILED TO A
1 -c r-1 HEADER HHIGH IS 3 _ ~ ~ __ L __ J FASTENED TO EXISTING
I I HIN ~ " - ~/ '\\~' + SOLID HASONRY HALL
(\ I BOLTS 10 BOO O.G. ~ _r;::;::;, / , 1\ HI 12.lmm DIA. ANCHOR
\~ !'!'!'~~ ('\\\\\\~ \~9> [+IX ~ ~l_jAGOUSTIG ~ 1\ 1\ \\ \\\\\\ !> .. ~ ·.·· I \SEALANT
~\\\\I\ b ... \\ ~ . ..
~ .. · p
INTERIOR GElLING FINISH CONT. VAPOUR BARRIER HI HIN. RSI 5.46 INSULATION 25mm BELOH TOP OF ROOF JOIST
I--
CONTINUOUS If-----------RIDGE VENT I
ASPHALT SHINGLES ON HIN. ~.5mm PLYHOOD SHEATHING ON fROOF JOISTS (SEE PLANS) USE 'H'-GLIPS IF 600 O.G. SPACING
ROOF VENTILATION \,\50 OF THE INSULATED CEILING AREA UNIFORHL Y DISTRIBUTED
INTERIOR FINISH ON .,£1-t-----+t--------,lfl---j 3Bx3B HOOD STRAPPING
10 400 O.G. ON EXISTING CONSTRUCTION
v
25mm h h COUNTER FLASHING n:r HINIHUH 150mm UP HALL 1''1----tt---~
1
--+---jEHBEDDED HIN. 25mm INTO HASONRY JOINT
IE CAULK $ SEAL ~''E
E ' () ~ 1---'JJ)=-1----l-__jl HET AL FLASHING () lHIN. IOOmm UP BEHIND
COUNTER FLASHING
EXISTING 4==D------1-- SOLID HASONRY ' CONSTRUCTION
TO REHAIN
~ : ~ ROOF JOISTS TO BE
CLEARANCE ~ 3Bmm HANGERS NAILED TO A HINIHUH 63mm~ ~ SUPPORTED ON JOIST
3 -~ _-r~t;rt~~~t-----~~HEADER HHICH IS ~/ "( 0 FASTENED TO EXISTING
I~ ~ ""~ N\11+ ----- J ~~~~~:~~~RZN~~~~
!'-, ~··
INTERIOR GElLING FINISH CONT. VAPOUR BARRIER HI HIN. RSI 5.46 INSULATION 63mm BELOH UIS OF SHEATHING
TITLE
I--
========= l_j ACOUSTIC I \SEALANT
INTERIOR FINISH ON Ji-f==~+------_jlJ 38x3B HOOD STRAPPING
@ 400 O.C. ON EXISTING CONSTRUCTION
v
DWG. NO
TACBOC STANDARD DETAIL
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
ROOFr---------, VENT
MINIMUM 25mm CLEARANCE
INTERIOR CEILING FINISH CONT. AIRNAFOUR BARRIER W MINIMUM RSI 5.40 INSULATION 25mm BELOH TOF OF ROOF JOIST
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
ROOF~-------, VENT I
MINIMUM 03mm /--------, ; ' CLEARANCE L_T _______ T _ _j
I I
INTERIOR CEILING FINISH CONT. AIRNAFOUR BARRIER HI MINIMUM RSI 5.40 INSULATION 03mm BELOH U/S OF ROOF SHEATHING
TITLE
EXISTING ~++------ll,,;L-----1 FRAME HALL
CONSTRUCTION TO REMAIN
150mm ROOF MEMBRANE OVER CANT STRIP 4 MINIMUM
1+---1+---*t-------j 150mm UF BEHIND EXISTING SHEATHING PAPER
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
REMOVE EXISTING SIDING MI+------Jl,JL------j AS REQUIRED 4 PROVIDE
INTERIOR HALL FINISH ON EXISTING CONSTRUCTION
EXISTING FRAME HALL
Mtt-------1111-------1 CONSTRUCTION
TO REMAIN
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
ACOUSTIC ----j 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
DWG. NO
TACBOC STANDARD DETAIL
NEV'l ROOF ATTACHED TO EXISTING FRAME il'lALL FLAT ROOF
JAI08a 03-2012
FLASHING TO OVERLAP MINIMUM IOOmm OVER f-----~ ROOFING MEMBRANE
GRAVEL FINISH ON 3 FLY FELT ROOFING 12.5mm FLYHOOD SHEATHING f-----~ 3Bx3B PURLINS@ 400 O.G. PERPENDICULAR TO ROOF JOISTS (SEE PLANS)
ROOF~---------VENT
MINIMUM 25mm GLEARANGE
INTERIOR GElLING FINISH GONT. AIR/VAPOUR BARRIER HI MINIMUM RSI 5.40 INSULATION 25mm BELOH TOP OF ROOF JOIST
FLASHING TO OVERLAP MINIMUM IOOmm OVER f-----~ ROOFING MEMBRANE
GRAVEL FINISH ON 3 PLY FELT ROOFING 12.5mm FLYHOOD SHEATHING f----ON PRE-ENGINEERED ROOF TRUSSES (SEE PLANS)
ROOF VENTILATION 1.150 OF THE INSULATED GElLING AREA UNIFORMLY DISTRIBUTED PROVIDE VENTILATION GUTOUTS IN TRUSSES
INTERIOR GElLING FINISH GONT. AIR/VAPOUR BARRIER HI MINIMUM RSI 5.40 INSULATION f---03mm BELOH UIS OF ROOF SHEATHING
TITLE
EXISTING j_==WW----J1-J BRIGK VENEER GONSTRUGTION TO REMAIN
GOUNTER FLASHING - ----zeJIUJMINIMUM 150mm UP HALL
EMBEDDED MIN. 25mm
+ +
IN MASONRY JOINT GAULK $ SEAL
OTHER JOISTS TO BE SUPPORTED ON JOIST
L----1+~===1--IW~--~Illl~ HANGERS NAILED TO A 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
EXISTING
)_===1---W-----Ji~j BRIGK VENEER GONSTRUG Tl ON TO REMAIN
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 iJ + + JOIST THRU TO FRAME
+ +
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
DWG. NO
TACBOC STANDARD DETAIL
NEV'l ROOF ATTACHED TO EXISTING BRICK VENEER il'lALL FLAT ROOF
JAI08b 03-2012
I
I
FLASHIN6 TO OVERLAP MINIMUM IOOmm OVER f-----, ROOFIN6 MEMBRANE
6RAVEL FINISH ON 3 PLY FELT ROOFIN6 12.5mm PLYriOOD SHEATHIN6 f-----3Bx3B PURLINS@ 400 O.C. PERPENDICULAR TO ROOF JOISTS (SEE PLANS)
ROOF VENTILATION 1,150 OF THE INSULATED CEILIN6 AREA UNIFORMLY DISTRIBUTED
INTERIOR CEILIN6 FINISH CONT. VAPOUR BARRIER W MIN. RSI 5.46 INSULATION 25mm BELOrl TOP OF ROOF JOIST
FLASHIN6 TO OVERLAP I MINIMUM IOOmm OVER I ROOFIN6 MEMBRANE
6RAVEL FINISH ON 3 PLY FELT ROOFIN6 12.5mm PL YHOOD SHEATHIN6 ON PRE-EN61NEERED ROOF TRUSSES (SEE PLANS)
ROOF I VENT
,~-------, MINIMUM 03mm1 CLEARANCE ; ' L_T _______ T _ _j
I I
0 -'
\ \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
TITLE
)\ lA
COUNTER FLASHIN6 MINIMUM 150mm UP riALL
I ~~~t~~~~~H EMBEDDED MIN. 25mm j:l 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.
ACOUSTIC SEALANT
INTERIOR FINISH ON
1l-~~~~----,~3Bx3B HOOD STRAPPIN6 1 @ 400 O.C. ON EXISTIN6
CONSTRUCTION
v
25mmt 'f ';---- E--t
E IOOmm Cl
"' -
!;c,--
,4 --t
() I ~
i==L J
I+
A/+
~
16 v
F
C OUNTER FLASHIN6 NIMUM 150mm UP HALL
MBEDDED MIN. 25mm HI E IN MASONRY JOINT
AULK 4 SEAL C
IR C
OOF MEMBRANE OVER ANT STRIP 4 MINIMUM Omm UP HALL l1s
E XISTIN6 s OLID MASONRY
ONSTRUCTION 0 REMAIN
C T
R OOF JOISTS TO BE PPORTED ON JOIST
AN6ERS NAILED TO A EADER HHICH IS ASTENED TO EXISTIN6 OLID MASONRY riALL
su H H F s W 12.1mm DIA. ANCHOR
OL TS @ BOO O.C. B
lA COUSTIC EALANT Is
IN TERIOR FINISH ON 3 @
Bx5B HOOD STRAPPIN6 400 O.G. ON EXISTIN6
ONSTRUGTION C
DWG. NO
TACBOC NEV'l ROOF ATTACHED TO EXISTING SOLID MASONRY il'lALL FLAT ROOF
STANDARD DETAIL 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 ~-~lflr---------jl CONTINUOUS AIR SHEATHING PAPER, LAYERS c ~ I VAPOUR BARRIER TO OVERLAP EACH OTHER ~
RSI 0.88 RIGID INSULATION FOR ~===>-< .:11 FLOOR FINISH
;~TxE14R01 C:~OTYODPESTSu£:~H~gO OG , ----Af--li[=~ ~~"-"!tit'- 15.5mm HG PLYHOOD SUBFLOOR f-~v " r OR APPROVED EQUAL ON HOOD RSI 5.52 BATT INSULATION IN FLOOR JOISTS (SEE PLANS) CONTINUOUS CONTACT H/ _ SHEATHING 11: CONTINUOUS ......... ::> VAPOUR BARRIER f--------1 SEAL HEADER HRAP _- /
~g~~L:L~~T: :oW6H I TO VAPOUR BARRIE~~~~~~~~~~/ INTERIOR HALL FINISH ><: __ -__
REHOVE EXISTING ROOF AS SHOHN DOTTED
YJOISTS TO BE BRIDGED W 38x38 CROSS BRIDGING OR SOLID BLOCKING @ 2100 O.G.
~-HJIII------Jt-t--J EXPANSION SPACE CAULKED >===j I AND HEATHER TIGHT
EXISTING BRICK VENEER lf---------S==:f---1-------+~ CONSTRUCTION TO REHAIH I
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 ~ ___ j CONTINUOUS AIR! FINISH AS PER ELEVATIONS 11-11>--C~ I VAPOUR BARRIER SHEA THINS PAPER, LAYERS '\-II>-<:::::::><~ TO OVERLAP EACH OTHER " --.. ~ FLOOR FINISH (SEE PLANS)
15.5mm T 4 6 PL YHOOD SUBFLOOR 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
OR APPROVED EQUAL ON HOOD f.----FLOOR JOISTS BRIDSED W
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
'38x'38 CROSS BRI DSI N6 OR SOLID BLOCKIN6 @ 2100 O.C.
>< ><.I ~~>' r- ~',' ,' '-P==::::: PROY'fDE NEH HOOD BLOCKIN6
I n;k, .· , 58x8~ FRAMIN6 @ 400 O.C. !----tzf--~f-,j~Pl:1E"'cc'f-~;;;~~-·~· BETHEEN EXISTIN6 CEILIN6 JOISTS NOT SUPPORTED ON BRICK I /~~f."[/ l-l>-<=-',sr RSI 1.10 RISID INSULATION AND
:::: .. ./ 1---l --~ RSI 3.52 BATT OR FOAJvf INSULATION
REMOVE EXISTIN6 ROOF AS SHOHN DOTTED
>< ><
EXISTIN6 BRICK VENEER I CONSTRUCTION TO REMAINir----l~;;;;;;;;t]--1r
v
TITLE
TACBOC SEC.OND STOREY ADDITION STANDARD DETAIL MAINTAIN EXISTING GElLING
EXISTIN6 CEILIN6 lf-___ __j
STRUCTURE TO REMAIN I
DWG. NO
03-2012
E
TRUSS BOTTOM HUN6
~ ~
~~
LEVATION 'A',
::"
TRUSS TOP HUN6
~~
"'
I 38x8'1 @ 400m m O.G. I KNEEHALL
I 2 STUDS BE THE EN ES l EVERY 2 TRUSS
I 15.~mm TYPE 'X' I 6YPSUM BOAR D
15.'1mm VAPOU RSI 4.2
·:~ .~ y 15.'1mm DRYJAIAL GElLING FINISH
L
~~ I~ SIN6LE TOP PL IF TRUSSES 4 STUDS ALL LINE
., ·v
ATE
UP
VERTICAL SEG TION TRUSSES NORMAL TO PARTY il'iALL
15.'1mmTYPE 'X' GYPSUM BOARD 58x8'1 STUD FRAMING @ 600 O.G. RSI 2.11 BATT INSULATION 25mm AIR SPACE 58x8'1 STUD FRAMING @ 600 O.G. 15.'1mmTYPE 'X' GYPSUM BOARD
----------------T-1 IX 1-r-=r------ 17 ,-,-----I I
KNEEHALL I 1 1
'"" I I
'"" BEYOND r 1 1
5 LAYERS OF 15.'=1mm TYPE 'X' GYPSUM BOARD CONTINUOUS
ROOF I i i
TRUSSES I i i
!
..... ! IX
------------------------
------------------,-,---
15.'1mm DRYrlALL CEILIN6 FINISH HI CONTINUOUS VAPOUR/AIR BARRIER
i
I
!
..... ! lx
p 4
LACE INSULATION TAPE DRYHALL
EFORE ANY B PI PING OR FURRING S INSTALLED I
--------------------
----------,-,-------
12.1mm GYPSUH BD. FOR PIPE OR
HALL STUDS f-----&'#-------'.JL# BEYOND
DUGT SHAFT
EXTERIOR SHEATHIN6 $ NON-GOHBUSTIBLE SIDING @ PARTY LINE
12.lmm GYPSUM BD. TO RESTRAIN INSULATION FROM FALLIN6 OUT
12.lmm GYPSUM BD. FOR INTERIOR STUD PARTITION
50mm MINERAL HOOL INSUL. 4 ACOUSTICAL SEALANT AROUND ELECTRICAL BOX
ELEVATION 'A' HORIZONTAL SECTION
TITLE DWG. NO.
TACBOC FRAME PARTY HALL STANDARD DETAIL DETAILS
il'il Ob 03-2012
---------, I I I I I
'-------tf--,----1 EAVE LINE
15.'4mm TYPE 'X' GYPSUM BOARD VAPOUR/AIR 4 Hk-= RSI 4.23 BATT INSULATION
INSULATION REGOMMENDED FOR THERMAL BRIDGING
UNIT #I
~ELEVATION EXTERIOR SHEATHING .$ NON-COMBUSTIBLE
'---------1 SIDIN6 OR VINYL SIDING ON GYPSUM GOARD SHEATHIN6
UNIT #2
FRONT OF UNIT #2
ELEVATION
NON-COMBUSTIBLE SIDING
~ELEVATION
FRONT OF UNIT #2
INSULATION REGOMMENDED FOR THERMAL BRIDGING
FRONT OF r-E==::::il===c====:J:'=:==~ UNIT #I
UNIT #I
I~Omm UNIT MASONRY t------j OR POURED GONG.
FOUNDATION HALL
UNIT #2 ELEVATION
BRICK VENEER
15.<4mm TYPE 'X' GYPSUM BOARD VAPOUR/AIR • Hlf:-::3~ RSI 4.25 GATT INSULATION
INSULATION REGOMMENDED FOR THERMAL BRIDGING
UNIT #I
~ELEVATION '-----ill'---,--j EAVE
LINE
EXTERIOR SHEATHING 4 NON-GOMGUSTIGLE
'----T"---T'----+-f---i SIDING OR VINYL SIDING ON GYPSUM BOARD SHEATHING
FRONT OF UNIT #2
I~Omm UNIT MASONRY -----1 OR POURED GONG.
FOUNDATION JAIALL
UNIT #2
MANSARD
TITLE
TACBOC FRAME PARTY HALL STANDARD DETAIL ELEVATIONS 4 PLAN DETAILS
ELEVATION
DWG. NO.
!AIIOd 03-2012