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

,---------------------------------------------------------------------,

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