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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