ROCKFACI NGBYOTHERS R
1200SQx600DEEPCONCPADS SL92MESHTOP&BOTTOM SUPP.COLUMNCC1 TOSUPPORTPRECASTPANELACRO PROPS
C2
CC 2
C B
S3
C
CC 2
C2
S3
CC 2
A
400WI DEx600DEEP STRI PFOOTI NG 4N16BARSTOP 4N16BARSBOTTOM TYP
TYP
B
C2
CC 2
CC 1
SAMPLEONLY
-2/ 150x35SMARTFRAMELVL15 @ 3200CTS,TREATEDH2 CONTI NUOUSOVER2SPANSMI N
EXTENTOFRETAI NI NG WALLRW2
1800WI DEx600DEEP STRI PFOOTI NG SL92MESHTOP&BOTTOM
-120x42SMARTFRAMELVL15 @ 450CTS,TREATEDH2
SUPPORTI NGRETAI NI NGWALLRW2 TYP 1200SQ x600DEEPCONCPADS SL92MESHTOP&BOTTOM SUPP.COLUMNCC1
ROCKFACI NG BYOTHERS
CONTI NUOUSOVER2SPANSMI N DJ-DENOTESDOUBLEJ OI STS
DJ
FLOORJOI STS@ 450CTS
FB
FB
SFP
C
C2
S3
CC 2
B
C
SE LIF TD T OW N C1
1200
FB
FB
SFP
DJ 400WI DEx600DEEP I NTERNALBEAM 4L12TM TOP 4L12TM BOTTOM TYP
C2
400WI DEx600DEEP SLABSTEP 4L12TM TOP 4L12TM BOTTOM TYP
FB CC2
TYP
B
CM 1
PROVI SI ONSHOULDBEMADE WI THI NCONTRACTFORTHEREMOVAL OFROCKBEARI NG STRATA DURI NGEXCAVATI ONSAS ROCKI SKNOWNTOBECLOSETO THE SURFACEI NTHI SAREA.
150x45SMARTFRAMELVL15FI XI NG PLATE( SFP)
20. 42REI NFORCEDBLOCKWORKOVER
THESTABI LI TYOFTHESTRUCTUREDURI NGCONSTRUCTI ONI STHE SOLERESPONSI BI LI TYOFTHEBUI LDER.THI SI NCLUDESTHEI NSTALLATI ONOF SUI TABLETEMPORARYBRACI NGTOSTABLI SESTRUCTURALELEMENTS UNTI LCOMPLETI ONOFTHEPROJECTCONSTRUCTI ON THI SALSO I NCLUDESTHESTABLI SATI ONOFALLEXCAVATI ONS( CUT&FI LL) I NCLUDI NG BATTERSOFLOW ANGLE.PROTECTI ONWORKSMUSTBEI NSTALLED ASSOONASPOSSI BLE. ASI TEMANAGEMENTPLANMUSTBEPROVI DEDTO THI SOFFI CE&TO BUI LDI NG SURVEYORPRI ORTOCOMMENCEMENTOFCONSTRUCTI ONFORASSESSMENT THI SMUSTI NCLUDEMETHODSOFSTABLI SI NG &TEMPORARYBRACI NG SYSTEMS TO BEADOPTEDTHROUGHTHECONSTRUCTI ON&EARTHWORKSPROCESS&/ OR DURI NG PARTORFULLDEMOLI TI ON.
1200SQx600DEEPSLABFOOTI NGTHI CKENI NG SL92MESHTOP&BOTTOM EXTRA SUPP.COLUMNCC2, CC3 8EACHFACE TYP
TOBEI NSTALLEDTO MANUFACTURER' S SPECI FI CATI ONS TYP
A
THEPOSI TI ON&DEPTHOFALLEXI STI NG UNDERGROUNDSERVI CES ( e. gDRAI NAGE,ELEC. ,PHONE,SEWER,ETC)TOBEDETERMI NEDPRI OR TO COMMENCEMENTOFCONSTRUCTI ONANDANYDI SCREPANCI ES BROUGHTTOTHEATTENTI ONOFTHI SOFFI CE I NFORMATI ONFROM ' 1100DI ALBEFOREYOUDI G'SERVI CE&RELEVANT AUTHORI TI ESSHOULDBEOBTAI NEDI NWRI TI NGBEFOREANY CONSTRUCTI ONI SCOMMENCED
C2
CC 2
P TO SH ME 2 9 L -S AB SL NC O C CK I TH mm 100
C1
C1
REENTRANTBARS 3L12TM x2000LG TI EDTOSLABMESH TYP
S3
CM 2
1200
CC 1
S3
D VOI
CC 1
A
S3
CM 1 CM 1
CM 1
D
D
CC 2
400WI DEx600DEEP EDGEBEAM 4L12TM TOP 4L12TM BOTTOM TYP
SANDLEVELLI NGFI LLNOTTO EXCEED600mm DEPTHUNDERSLAB &CLAYLEVELLI NG FI LLNOTTO EXCEED300mm DEPTHUNDERSLAB I FCOMPACTEDTOAS2870CLAUSE6. 4. 2( b) SPECI FI CATI ONS SANDLEVELLI NGFI LLMAYBEPLACED UPTO800mm DEPTHUNDERSLAB& CLAYLEVELLI NG FI LLMAYBEPLACED UPTO400mm DEPTHUNDERSLAB I FCOMPACTEDTOAS2870CLAUSE6. 4. 2( a) SPECI FI CATI ONS LEVELLI NG FI LLTHATEXCEEDSDEPTHS STATEDABOVE,REQUI RESFULLY SUSPENDEDSLAB&BEAMSTO BEI NSTALLED FI LLTO BECOMPACTEDI N150LAYERSMAX
350Øx150D CONCPADFOOTI NG @ 2700CTSMAX MI NI MUM DEPTHOF2500mm OR TOSOI LREPORTREQUI REMENTS WHI CHEVERDEEPER TREEEFFECTSFOOTI NG PROTECTI ONREQUI REMENTS TYP
C SFP C2
FB
8EACHFACE TYP
C2
8EACHFACE TYP
FB
A
1200SQx600DEEPSTRI P FOOTI NG THI CKENI NG SL92MESHTOP&BOTTOM EXTRA SUPP.COLUMNCC1
FB
EXTENTOFRETAI NI NG WALLRW1 CM 1
2800WI DEx600DEEP STRI PFOOTI NG SL92MESHTOP&BOTTOM SUPPORTI NGRETAI NI NGWALLRW1 TYP
S3 10 CC SA 0mm 1 W CU TH CK TS I @ CO 3. 0M NC NF ET I LL RE I CT SL S AB EA CH SL8 DI 2M RE E CT SH I ON TO MA P X
CM 1
CC 2
C2
8EACHFACE TYP
ALLDRAWI NGSTO BEREADI NCONJUNCTI ONWI THNOTESSHEET Rev
Dat e
Remar ks
Cl i ent
PRI VI LI GEHOMES
Cl i entRef
-
Det ai l s
PROPOSEDRESI DENCE 20CAPRIDRI VE MOUNTMARTHA
Desi gn
C. R
Dat e
Dr awn
C. R
Scal e 1: 100@ A1
JobNo:
E18004S2
JAN16 Rev
190
400 2000MAX
150
REFERTOSOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP
SECTI ON TYP
A
190
S2
CENTRAL @ 200CTS LAP500WI THWALL REI NFORCEMENT
600MI N
100
100
150
REFERTOSOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP
SECTI ON TYP
B S2
150
400
150 REFERTO SOI LREPORT FORFOUNDI NGDEPTH &MATERI ALS TYP
3. 0x25DEEP FOOTI NG SHOWN I NDI CATI VEONLY
170
SL82MESHTOP&BOTTOM
50 REFERTO SOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP
1800
200
50
200
50
600MI N
150MI N
600MI N
1200MAX
100
150 4L12TM BOTTOM 150
SECTI ON
400
150
REFERTOSOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP
D
TYPCOLUMNCM1
S2
DENOTEDSCONPLAN SCALE1: 10
170
170
STORMWATERDRAI NAGEBYOTHERS I NDI CATI VEONLY
REFERTO FOOTI NG DETAI LS I NDI CATI VEONLY
GROUTUNDERPLATE& 100mm ( MI N)CONCRETECOVER OVERCONNECTI ON
REFERTO PLAN
280
AREAADJACENTTO FOOTI NG TOBE COVEREDWI TH50mm COMPACTEDWATERRESI STENTMATERI ALOR ORCONCRETEPAVI NG BYOTHERS NO VEGETATI ONTOBEPLANTEDWI THI NTHI SAREA.
10mm BASEPLATE 6mm CFW TOSHS
SL82MESHTOP&BOTTOM
N 20SLOPEMI 1:
FOOTI NG SHOWN I NDI CATI VEONLY
REFERTO PLAN
I NTERNALBEAM FI XI TY 170
150
REFERTO PLAN
GROUTUNDERPLATE& GROUTFI LLPOCKET
SAW CUTJOI NT TOBEI NSTALLED BETWEEN24&48HOURSAFTER CONCRETEPOUR
400
TYP
UB
50mm POCKET ( 30mm LARGERTHENPLATE) 10mm BASEPLATE 6mm CFW TO SHS
SHS
SL92MESHTOP SAWCUTS@ 3. 0m BOTHDI RECTI ONS
150 REFERTOSOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP
400
= NTS
600MI N
100
WRAPPEDI NGEOFABRI CFULL LENGTHOFWALLANDCONNECTED TO PROPERTYSTORMWATERSYSTEM
150
50mm CLOSEDCELLPOLYETHELENE LAGGI NG MI NAROUNDPI PE FLEXI BLEPI PECONNECTI ON TOBEI NSTALLEDONOUTSI DEOFEXTERNALFOOTI NGS ADJACENTTOSERVI CEPI PEOPENI NG &ALSO WI THI N ONE( 1) mI NACCORDANCEWI THAS28702011,SEC5. 6. 4 TYP
CLAYTRENCHPLUG TO AS2870 SPECI FI CATI ONSTO BEI NSTALLED ADJACENTTOFOOTI NG
FLEXI BLEPI PECONNECTI ON TO BEI NSTALLEDONOUTSI DEOFEXTERNALFOOTI NGS ADJACENTTO SERVI CEPI PEOPENI NG&ALSOWI THI N ONE( 1) mI NACCORDANCEWI THAS28702011,SEC5. 6. 4 TYP
120
SCORI AGRAVELBACKFI LL
50mm CLOSEDCELLPOLYETHELENE LAGGI NGMI NAROUNDPI PE
150
@ 200CTS LAP500WI THWALL REI NFORCEMENT
900
DEEPENFOOTI NGEACHSI DE ASSHOWN
150
CENTRAL
D+100
2000mm HEI GHTRETAI NI NG MAX
CENTRAL
D+100
@ 200CTS LAP500WI THWALL REI NFORCEMENT 4L12TM TOP TI EDTOSLAB MESH
300MI N D+100 300MI N
200
CLAYTRENCHPLUGTOAS2870 SPECI FI CATI ONSTO BEI NSTALLED ADJACENTTOFOOTI NG
CENTRAL( 1PERCORE)
4L12TM BOTTOM
SERVI CEPI PE
SERVI CEPI PE
200
CENTRAL
9L12TM BOTTOM
TYPCOLUMNCM1
REFERTOTYPI CALBEAM FORDETAI LS
= 2COATESOF1mm THI CK BI TUMI NOUSPAI NT 1LAYEROF0. 5mm POLYTHENE 1LAYEROF10mm FI BROCEMENTSHEET WALLTANKI NG
3000mm HEI GHTRETAI NI NG MAX
200
4L12TM TOP TI EDTO SLAB MESH SL92MESHTOP
150
TOP&BOTTOM
400
20. 42REI NFORCED BLOCKWORK
150
4L12TM BOTTOM
190
20. 42REI NFORCED BLOCKWORK
190 9L12TM TOP TI EDTOSLAB MESH
SAMPLEONLY SL92MESHTOP SAWCUTS@ 3. 0m CTSMAX BOTHDI RECTI ONS
4L12TM BOTTOM
REFERTO SOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP REFERTO TYPI CALBEAM FORDETAI LS
190
@ 200CTS LAP500WI THWALL REI NFORCEMENT EXPANDABLEFI LLER
4L12TM TOP TI EDTOSLAB MESH
C S2
TYP
CENTRAL( 1PERCORE)
150
150
SECTI ON
TOP&BOTTOM
20. 42REI NFORCED BLOCKWORK
150MI N
DRI LL&EPOXY200mm I NTO FOOTI NG MI NI MUM 2PERPANEL GROUTTUBEI NPANEL REFERTO SOI LREPORT TYP FORFOUNDI NGDEPTH &MATERI ALS TYP
400
350Ø CONC.BOREDPI ERS REFERTOPLANFORBOREDPI ERMAX SPACI NGS TOBEFOUNDEDASPERSOI LREPORT ORREFERTO PLANWHI CHEVERDEEPER DEPTHTOBEVERI FI EDONSI TE PRI ORTOCOMMENCEMENT OFCONSTRUCTI ON
REFERTOPLAN
400
TOP&BOTTOM
150
TYPCOLUMNCC1
@ 1200CTS-MI N2PERPANEL 150
TYPCOLUMNCC2
CENTRAL
4L12TM TOP TI EDTO SLAB MESH
150
COMPACTED SOI L TYP
1200x( 1200)
150
100
400MI N
1200x( 1200)
150
CENTRAL
4L12TM BOTTOM
600MI N
100
50mm LEVELLI NG SAND 0. 5mm POLYTHENEMEMBRANE TYP
SL92MESH TOP&BOTTOM
100x100RC STUMP
150
20. 42REI NFORCED BLOCKWORK
4L12TM TOP TI EDTOSLAB MESH SL92MESHTOP
20mm DEEPREBATE ( STUDFRAMEADJACENT)
EXPANDABLEFI LLER
150
REFERTOSOI LREPORT FORFOUNDI NG DEPTH &MATERI ALS TYP
150RCPANEL WEEPHOLES 3PERPANEL
SL92MESH TOP&BOTTOM
150
100
SL92MESHTOP&BOTTOM
DRI LL&EPOXY200mm I NTO FOOTI NG MI NI MUM 2PERPANEL GROUTTUBEI NPANEL TYP
150
TI MBERFLOORFRAMI NG REFERTO PLAN
100
400
TOP&BOTTOM
2800MI N
150
150MI N
100
TYPRETAI NI NG WALLRW1
50
150x45SMARTFRAMELVL15FI XI NGPLATE
REFERTO PLAN
@ 1200CTS-MI N2PERPANEL
150 150
REFERTO SOI LREPORT FORFOUNDI NGDEPTH &MATERI ALS TYP
SL92MESHTOP SAWCUTS@ 3. 5m CTSMAX BOTHDI RECTI ONS
REFERTO SOI LREPORT FORFOUNDI NGDEPTH &MATERI ALS TYP
600MI N
600MI N
WRAPPEDI NGEOFABRI CFULL LENGTHOFWALLANDCONNECTED TO PROPERTYSTORMWATERSYSTEM
SL92MESHTOP SAWCUTS@ 3. 5m CTSMAX BOTHDI RECTI ONS 16N20ØSTARTERBARS 8EACHFACE
EXPANDABLEFI LLER EXPANDABLEFI LLER
SL92MESHTOP SAWCUTS@ 3. 0m BOTHDI RECTI ONS
EXPANDABLEFI LLER
600MI N
@ 200CTS ( 1EACHCORE) LAP2500WI THWALL REI NFORCEMENT
SCORI AGRAVELBACKFI LL
800x300REI NFORCED CONCRETECOLUMN 16N20Ø BARS 8EACHFACE
600MI N
2500MI N
@ 400CTSVERT&HORZ 50LI G EACHEND
150RCPANEL
100
2COATESOF1mm THI CK BI TUMI NOUSPAI NT 1LAYEROF0. 5mm POLYTHENE 1LAYEROF10mm FI BRO CEMENTSHEET WALLTANKI NG
1000LAP
2SKI NS,20. 42REI NFORCED BLOCKWORK
300
600MI N
CENTRAL
4L12TM TOP TI EDTO SLAB MESH
SL92MESHTOP
600MI N
WRAPPEDI NGEOFABRI CFULL LENGTHOFWALLANDCONNECTED TO PROPERTYSTORMWATERSYSTEM
150
1000MAX
CENTRAL
200
16N20ØSTARTERBARS 8EACHFACE
400MI N
1500MAX
CENTRAL
800x400REI NFORCED CONCRETECOLUMNCC2 16N20Ø BARS 8EACHFACE
4000mm HEI GHTRETAI NI NG MAX
200
1000LAP
20. 42REI NFORCED BLOCKWORK
FL
5001000
450Ø CONC.BOREDPI ERS TO BEFOUNDEDASPERSOI LREPORT ORREFERTOPLANWHI CHEVERDEEPER DEPTHTO BEVERI FI EDONSI TE PRI ORTO COMMENCEMENT OFCONSTRUCTI ON
REFERTO FOOTI NG DETAI LS I NDI CATI VEONLY
* NOTREQUI REDFORFOOTI NGSONBOUNDARY
PADFOOTI NG FI XI TY 89SQ SHSBASEPLAN
180UBBASEPLAN
NTS
NTS ALLDRAWI NGSTO BEREADI NCONJUNCTI ONWI THNOTESSHEET Rev
Dat e
Remar ks
Cl i ent
PRI VI LI GEHOMES
Cl i entRef
-
Det ai l s
PROPOSEDRESI DENCE 20CAPRIDRI VE MOUNTMARTHA
Desi gn
C. R
Dat e
Dr awn
C. R
Scal e 1: 20@ A1
JobNo:
E18004S3
JAN16 Rev
LOADBEARI NGSTUDSTO BE 90x42SMARTRATELVL15@ 450CTS TYP 20. 42REI NFORCEDBLOCKWORK
ROOFTO SUPPORT100mm DEEPGRAVEL COVERI NGOFSTEELSHEETI NG TYP
O
S7
240x45SMARTFRAMELVL15FI XI NG PLATE( FP)
G
S6
H
S6
J
M
S7
S6
x3000LONG
x4000LONG
S
L4
BRC
BRC
C2
KD
R
S7
S
RB14
KD
KD
RB10
RB13
KD KD
KD
C2
KD
KD
RB6 KD
KD
L3
KD
KD
S7
RB5
ROOFTRUSSESBYOTHERS
Q P C2
KD
KD BRC
BRC
BRC
BRC
BRC
BRC
BRC
BRC
BRC
C2
R
BRC
BRC
BRC
L1 C2
BRC
LOADBEARI NG I NTERNAL STUDWORK TYP
150PRECASTCONCRETEPANELS TO BEI NSTALLEDTO MANUFACTURER' S SPECI FI CATI ONS TYP
MEMBERSCHEDULE MARK
DESCRI PTI ON
SPAN 1200
LI NTELSI ZE 150x42SMARTFRAMELVL15*
2500
200x42SMARTFRAMELVL15*
3100
240x42SMARTFRAMELVL15*
3700
2/ 300x42SMARTFRAMELVL15*
1000WI DEx400DEEPCONCRETEBEAM
CB3
1500WI DEx400DEEPCONCRETEBEAM
CB4
300WI DEx400DEEPCONCRETEBEAM
240x58SMARTFRAMELVL15 RB5, RB6 RB9, RB10 RB13, RB14
190WI DEx390DEEPCONCRETELI NTEL
RB16, RB17 250PFC
RB1, RB2
CL1, CL3
CL2
CL4CL6
190WI DEx390DEEPCONCRETELI NTEL
400WI DEx600DEEPCONCRETELI NTEL
2/ 240x42SMARTFRAMELVL15
200x58SMARTFRAMELVL15 RB3, RB4 RB7, RB8 RB11, RB12
RB15
MAXI MUM ROOFLOADWI DTH-7m THI STABLEOVERI DESALLOTHERNON ENGI NEERSPECI FI EDSPECI FI CATI ONS MAXI MUM WALLHEI GHTPERSTOREY3m
DESCRI PTI ON
CB1, CB2
2/ 240x42SMARTFRAMELVL15
FB1FB4
150PFC
L1L4
200PFC
L5
200x58SMARTFRAMELVL15
L6, L7
200PFC
C1
89x89x5. 0SHS
C2
180UB22. 2
KD
2/ 90x42SMARTFRAMELVL15,DOUBLESTUDS
800x300CONCRETECOLUMN 8EACHFACE
M 150PRECASTCONCRETEPANELS TO BEI NSTALLEDTO MANUFACTURER' S SPECI FI CATI ONS TYP
THESTABI LI TYOFTHESTRUCTUREDURI NG CONSTRUCTI ONI STHE SOLERESPONSI BI LI TYOFTHEBUI LDER.THI SI NCLUDESTHEI NSTALLATI ONOF SUI TABLETEMPORARYBRACI NGTOSTABLI SESTRUCTURALELEMENTS UNTI LCOMPLETI ONOFTHEPROJECTCONSTRUCTI ON THI SALSO I NCLUDESTHESTABLI SATI ONOFALLEXCAVATI ONS( CUT&FI LL) I NCLUDI NG BATTERSOFLOW ANGLE.PROTECTI ONWORKSMUSTBEI NSTALLED ASSOONASPOSSI BLE. ASI TEMANAGEMENTPLANMUSTBEPROVI DEDTOTHI SOFFI CE&TO BUI LDI NG SURVEYORPRI ORTOCOMMENCEMENTOFCONSTRUCTI ONFORASSESSMENT THI SMUSTI NCLUDEMETHODSOFSTABLI SI NG&TEMPORARYBRACI NG SYSTEMS TO BEADOPTEDTHROUGHTHECONSTRUCTI ON&EARTHWORKSPROCESS&/ OR DURI NG PARTORFULLDEMOLI TI ON.
CC2
800x400CONCRETECOLUMN 8EACHFACE
CM1
1000x190REI NFORCEDMASONRYCOLUMN
ROOFTRUSSDESI GN&SPECI FI CATI ONSARENOTCOVEREDWI THI NTHESE DESI GNDOCUMENTSANDTHI ERADEQUACYHASNOTBEENCHECKEDORBEEN ASSESSEDBYESTRUCTPTYLTD.SUBSEQUENTLYTHESTRUCTURALADEQUACY ANDCOMPLI ANCEWI THTHENATI ONALCONSTRUCTI ONCODEI STHESOLE RESPONSI BI LI TYOFTHEROOFTRUSSMANUFACTURER&RELEVANTBUI LDI NG SURVEYOR.I TI SRECOMMENDEDTHATAREG.1507CERTI FI CATEOFCOMPLI ANCE ( BUI LDACT1993( VI C) ,RE. G2006)BEPROVI DEDTOTHEBUI LDI NG SURVEYORFOR ALLDOCUMENTATI ONPROVI DEDFORTHETRUSSDESI GN&SPECI FI CATI ONS
BRC
BRC
FP
TYP
MARK
* TOBESUPPORTEDON2/ 90x45MGP10PI NE STUDS,DOUBLESTUDSEACHEND &FORTI MBERFLOORS,100SQ STUMP &350SQx150DCONCPADEACHEND
PTB
BRC
RB12
FP
H G
K DENOTEDONPLANAS:
BRC
T GH LI SKY
P
FP
CC1
CONCRETETOALLCORESFULLHEI GHT TOBEI NSTALLEDTOMANUFACTURER' S SPECI FI CATI ONS TYP
RB11
BRC
SI NGLESTOREYLI NTELS
20. 42REI NFORCEDBLOCKWORK
DENOTEDONPLANAS:
RB8
ADOPTLI NTELSI ZESI NTABLEWHERELI NTELS NOTSPECI FI EDI NMEMBERSCHEDULE
L
LI VO FT ID
x4000LONG
S6
RB7 GHT LI SKY
RB15
BRC
25mm FLATTENSI ONBRACE FI XEDTO EVERYRAFTER TYP
STEP
D RVOI STAI
x3000LONG
D VOI
D VOI
K
F
F
x3000LONG
L
S6
J
S6
S6
x4000LONG
E
RB3 GHT LI SKY
BRC
L5
LI NTELTABLE
E
BRC
RB4
DENOTESDI RECTI ONOFBONDEKRI BS TYP
STEP
FP
240x45SMARTFRAMELVL15FI XI NGPLATE( FP)
150PRECASTCONCRETEPANELS TOBEI NSTALLEDTO MANUFACTURER' S SPECI FI CATI ONS TYP LOADBEARI NGSTUDSTO BE 90x42SMARTRATELVL15@ 450CTS TYP
TOP MESH SL92 LABS K E ND m BO EET 200m EKSH BOND 0mm 1.
FP
C2
Q C2 C2
C2
O N
S7
C2 C2
BRC
N
G
M
L K
BRC
BRC 2400
SAMPLEONLY BRC
RB1
RB2 L6
H CONCRETETO ALLCORESFULLHEI GHT TO BEI NSTALLEDTOMANUFACTURER' S SPECI FI CATI ONS TYP
ROOFTRUSSESBYOTHERS
CC 2 S6
RB17
CL4
20. 42REI NFORCEDBLOCKWORK
FB2
FP
L2
CL6
H
4 CB
C1
LI VO FT ID
F CB2 S6
CM 1
CC 1
CM 1
F
S6
G
S6
CL2
CL3 CC 2
FB4
C1
FB3 FB1
RB16 J S6
STEP
D RVOI STAI
C1
STEP
CC 2
D VOI
D VOI
CL5M
CL1
L7
CC 2
CB1
CB3
CC 2
S6
J
CM 1
E
CM 1
S6
L
K 200m m BO S6 1 NDE . 0mm KSL BON ABDEK SL92 SHE MES ET HTO CC P 1
CM 1
E
P HTO 2MES -SL9 SLAB K E D N m BO EET ERS 225m EKSH G BYOTH N BOND EATI 0mm NI 1. CH O R HYD
S7
S7
C2
BRC
BRC
CONCRETETO ALLCORESFULLHEI GHT TO BEI NSTALLEDTOMANUFACTURER' S SPECI FI CATI ONS TYP
TYP
RB9
25mm FLATTENSI ONBRACE FI XEDTOEVERYRAFTER TYP
PTB DENOTEDONPLANAS: REFERTOFRAMI NG DETAI LSHEETFORALLBRACI NG SPECI FI CATI ONS
ALLDRAWI NGSTO BEREADI NCONJUNCTI ONWI THNOTESSHEET Rev
Dat e
Remar ks
Cl i ent
PRI VI LI GEHOMES
Cl i entRef
-
Det ai l s
PROPOSEDRESI DENCE 20CAPRIDRI VE MOUNTMARTHA
Desi gn
C. R
Dat e
Dr awn
C. R
Scal e 1: 100@ A1
JobNo:
E18004S4
JAN16 Rev
APPROXROOFLI NE REFERTOARCHI TECTURALDRAWI NGS TYP
M16Ø CASTI NFERRULES FORWALLPLATECONNECTI ON TYP TYP WEEPHOLES 3PERPANEL TYP
M20Ø CASTI NFERRULES FORBONDEKSLABCONNECTI ON TYP
EACHFACE TYP
EACHFACE TYP 150RCPANEL
P5
M16ØCASTI NFERRULES FORSUPPORTANGLECONNECTI ON TYP
P2
P1
P3
P4
P6
P7
P8
P9
SL92 CENTRAL
WEEPHOLES 3PERPANEL TYP
SL92 CENTRAL 150RCPANEL
N20Ø DOWEL 2PERPANELMI N TYP
N20Ø THREADEDBAR @ 1200CTSMAX TYP
APPROXROOFLI NE REFERTOARCHI TECTURALDRAWI NGS TYP
M16Ø CASTI NFERRULES FORWALLPLATECONNECTI ON TYP EACHFACE TYP
EACHFACE TYP
P11
P12
P14
P13
P15
M16ØCASTI NFERRULES FORSUPPORTANGLECONNECTI ON TYP
SAMPLEONLY
EACHFACEATOPENI NG TYP
M20ØCASTI NFERRULES FORBONDEKSLABCONNECTI ON TYP
P16
P17
P18
P10
EACHFACEATOPENI NG DI AGONAL TYP
TYP
WEEPHOLES 3PERPANEL TYP
SL92 CENTRAL
WEEPHOLES 3PERPANEL TYP
EACHFACEATOPENI NG DI AGONAL TYP
TYP
N20ØTHREADEDBAR @ 1200CTSMAX TYP
150RCPANEL
150RCPANEL
SL92 CENTRAL
N20ØDOWEL 2PERPANELMI N TYP EACHFACE TYP
SL92CENTRAL
DETAI L1
150RC PANEL
OVERHEADPANEL
ID VO
150RCPANEL
500
ID VO
TEMPORARYSUPPORT UNTI LWELDI NG COMPLETED S. W. L.40kNEACH
EACHFACEATOPENI NG TYP
EACHFACEATOPENI NG DI AGONAL TYP
2N12Ø BARS 750LONG
2N12Ø BARS 750LONG
N16Ø PERI METER BAR
CP2F 35
6mm CFW TO 150x150x16PLATE TYPI CALU. NO.
X 200 MI N
SCALE1: 10
PANEL REI NFORCEMENT
6mm CFW
NTS
150
X
CP2F
2N12Ø BARS 750LONG
6mm CFW FP100/ 300
MI NI MUM OF2PERFACEOFEACHOVERHEADPANEL NTS ALLDRAWI NGSTO BEREADI NCONJUNCTI ONWI THNOTESSHEET Rev
Dat e
Remar ks
Cl i ent
PRI VI LI GEHOMES
Cl i entRef
-
Det ai l s
PROPOSEDRESI DENCE 20CAPRIDRI VE MOUNTMARTHA
Desi gn
C. R
Dat e
Dr awn
C. R
Scal e 1: 100@ A1
JobNo:
E18004S5
JAN16 Rev
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO REI NFORCEMENTPLANS TYPI CAL
1500x425REI NFORCED CONCRETEBEAM CB3
100x100x10mm EAANGLE 3M16Ø BOLTS8. 8/ STO UB 75
1000x425REI NFORCED CONCRETEBEAM CB1 225
500LAP
500LAP
400
425
50
50
10MAX.
500LAP
16N20Ø TI EBARS@ 100CTS 8EACHSI DE LAP500WI THSLABMESH
16N20ØTI EBARS@ 100CTS 8EACHSI DE LAP500WI THSLABMESH
1. 0mm BONDEK DECK
800x300REI NFORCED CONCRETECOLUMNCC1
SECTI ON
800x300REI NFORCED CONCRETECOLUMNCC1
SECTI ON 16N20Ø BARSVERT 8EACHFACE
1EACHCORE
S4
SECTI ON
800
16N20ØBARSVERT 8EACHFACE
400
S4
20mm DEEPREBATE
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO REI NFORCEMENTPLANS TYPI CAL
I NDI CATI VEONLY SL92MESHTOP 50mm CONCCOVER
15N24Ø BARS@ 100CTSMAXTOP N12Ø TI EBARS@ 400CTS
CB4
500LAP 500LAP
STAI RVOI D
1. 0mm BONDEK DECK
325x390REI NFORCED CONCRETE BEAM CB4
R10ØLI GS@ 150CTS
CB3
150RCPANEL
500LAP
1. 0mm BONDEK DECK 100x100x10EATEMPORARYANGLE
SAMPLEONLY
1. 0mm BONDEK DECK N12Ø TI EBARS@ 400CTS
20. 42REI NFORCEDBLOCKWORK TO BEI NSTALLEDTO MANUFACTURER' S SPECI FI CATI ONS
300
3N16Ø BARSBOTTOM
20mm DEEPREBATE
I NDI CATI VEONLY
4N20Ø BARS@ 100CTSMAXTOP
15N24Ø BARS@ 100CTSMAXBOTTOM x500LONG MI N
400x425REI NFORCED CONCRETELI NTELCL4
WEEPHOLES 3PERPANEL
75
TYP
400x400REI NFORCED CONCRETELI NTELCL5
SECTI ON G TYPI CAL
S4
x500LONGMI N
425
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO REI NFORCEMENTPLANS TYPI CAL
CL5
CL4
50
10N20Ø BARS@ 100CTSMAXTOP
150RCPANEL
16N20ØTI EBARS@ 100CTS 8EACHSI DE LAP500WI THSLABMESH
800x400REI NFORCED CONCRETECOLUMNCC2
100x100x10EATEMPORARYANGLE 10N20Ø BARS@ 100CTSMAXBOTTOM
TYPI CAL
K
16N20Ø BARS@ 100CTSVERT 8EACHFACE
16N20ØBARS@ 100CTSVERT 8EACHFACE 800
800
SECTI ON M
S4
TYPI CAL
ENTI REI NDOORSURFACEOFSLABTO BECOATEDWI TH 10mm COATI NG OFARDI TCEMENT/ EPOXYRESI N
S4
ENTI REI NDOORSURFACEOFSLABTO BECOATEDWI TH 10mm COATI NG OFARDI TCEMENT/ EPOXYRESI N
SL92MESHTOP 50mm CONCCOVER
I NDI CATI VEONLY
I NDI CATI VEONLY
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO 15N24Ø BARS@ 100CTSMAXTOP REI NFORCEMENTPLANS TYPI CAL
N12ØTI EBARS@ 400CTS 6mm CFW TO FB1
200
500LAP 75
225
CL1
200
FB1 150PFC
500LAP
CB3
CL3 R10Ø LI GS@ 150CTS
1. 0mm BONDEK DECK
FB2 150PFC
1. 0mm BONDEK DECK
FB3 150PFC
R10Ø LI GS@ 150CTS
1. 0mm BONDEK DECK
190x390REI NFORCED CONCRETELI NTELCL1
SECTI ON TYPI CAL
190x390REI NFORCED CONCRETELI NTELCL3
2N16Ø BARSTOP
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO REI NFORCEMENTPLANS TYPI CAL
VOI D
250
1. 0mm BONDEK DECK
N12Ø TI EBARS@ 400CTS 6mm CFW TOFB3
500LAP
500LAP LI FTVOI D
200
50
225
2N16ØBARSTOP
N12Ø TI EBARS@ 400CTS 6mm CFW TOFB2
225
SECTI ON
500LAP
500LAP
200
800x400REI NFORCED CONCRETECOLUMNCC2
500LAP
4N20Ø BARS@ 100CTSMAXBOTTOM 1. 0mm BONDEK DECK
CB2
150RCPANEL
500LAP
400
WEEPHOLES 3PERPANEL
225
500LAP
x500LONGMI N
3N16Ø BARSTOP
ENTI REI NDOORSURFACEOFSLABTO BECOATEDWI TH 10mm COATI NG OFARDI TCEMENT/ EPOXYRESI N
225
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO REI NFORCEMENTPLANS TYPI CAL
I NDI CATI VEONLY
400
ENTI REI NDOORSURFACEOFSLABTOBECOATEDWI TH 10mm COATI NGOFARDI TCEMENT/ EPOXYRESI N
F
SI MI ALR
S4
16N20ØBARSVERT 8EACHFACE
E
TYPI CAL
16N20ØTI EBARS@ 100CTS 8EACHSI DE LAP500WI THSLABMESH
800x300REI NFORCED CONCRETECOLUMNCC1
J
TYPI CAL
500LAP
500LAP
10N20Ø BARS@ 100CTSMAXBOTTOM
1. 0mm BONDEK DECK
RB16 250UB31. 4
15N24Ø BARS@ 100CTSMAXBOTTOM
400 N12ØTI EBARS@ 400CTS 500LAP
500LAP
CB3
CB1
1000x190REI NFORCED BLOCKWORKCOLUMNCM1 TOBEI NSTALLEDTOMANUFACTURER' S SPECI FI CATI ONS
500LAP
CB3
425
75 200
CB1
300LAP
1500x400REI NFORCED CONCRETEBEAM CB3
I NDI CATI VEONLY
10N20Ø BARS@ 100CTSMAXTOP
1000x400REI NFORCED CONCRETEBEAM CB1
15N24ØBARS@ 100CTSMAXTOP
FORADDI TI ONALREI NFORCEMENT REQUI REMENTSREFERTO REI NFORCEMENTPLANS I NDI CATI VEONLY TYPI CAL
L
2N16ØBARSBOTTOM
S4
15N24Ø BARS@ 100CTSMAXBOTTOM
2N16ØBARSBOTTOM
ALLDRAWI NGSTO BEREADI NCONJUNCTI ONWI THNOTESSHEET Rev
SECTI ON H TYPI CAL
Dat e
Remar ks
Cl i ent
PRI VI LI GEHOMES
S4 Cl i entRef
-
Det ai l s
PROPOSEDRESI DENCE 20CAPRIDRI VE MOUNTMARTHA
Desi gn
C. R
Dat e
Dr awn
C. R
Scal e 1: 10@ A1
JobNo:
E18004S6
JAN16 Rev
R
-2/ 90x35SMARTFRAMELVL15 @ 2000CTS,TREATEDH2 CONTI NUOUSOVER 2SPANSMI N
450Øx1000DMI N CONCRETEPAD &100SQ RCSTUMP MI NI MUM DEPTHOF1000mm SUPP.KDSTUDS TYP
-90x58SMARTFRAMELVL15 @ 450CTS,TREATEDH2 CONTI NUOUSOVER2SPANSMI N 1200mm SI NGLESPANMAX DJ-DENOTESDOUBLEJ OI STS
PROPERTYBOUNDARY
ON TI DA UN O EF UR CT U R ST NG I ST I X E
DJ
FB KD
SAMPLEONLY KD
PP
S3
D
DB
DB
DJ
FB
KD
1400
KD
FB
DJ
C
C1 KD
KD
FLOORJOI STS @ 450CTS
S3
KD
MI NI MUM DEPTHOF1000mm SUPP.C1RHSPOSTS TYP
KD
FB KD
A
DECKJOI STS @ 450CTS
B
PP
-90x45F7PI NE,TREATEDH3 @ 450CTS,TREATEDH3 CONTI NUOUSOVER2SPANSMI N DJ-DENOTESDOUBLEJOI STS
600SQ x400DMI N CONCPI LECAP SL82MESHTOP&BOTTOM
D
S3
FLOORJOI STS @ 450CTS
FB
FB
EXI STI NGSTRI PFOOTI NG APPROX.POSI TI ONONLY
450Øx1000DMI N CONCRETEPAD MI NI MUM DEPTHOF1000mm SUPP.PSTPOSTS TYP
T PS
KD
S3
EX IS TI NG
ST RU CT UR E RO OF FO UN DA TI ON
KD FB
-2/ 90x35F7PI NE,TREATEDH3 @ 2000CTS,TREATED H3 CONTI NUOUSOVER 2SPANSMI N
FB C1
PROPERTYBOUNDARY
I NSANDY,LOOSE,WET&/ ORFI LLSOI LS FORMWORKWI LLNEEDTO BEI NSTALLED TO SUPPORTFOOTI NGEXCAVATI ONPRI OR TO POURI NG OFCONCRETE,FULLDEPTH.
350Øx150D CONCPADFOOTI NG &100SQ RCSTUMP @ 1500CTSMAX MI NI MUM DEPTHOF1000mm TYP
EQ
B
C
A
EQ CONSTRUCTI ONJOI NT 2R16D300FG ONESTEEL DOWELBARS DRI LL&EPOXYGROUT150 I NTOEXI STI NGFOOTI NG WI THRAMSET101COMPOUND TYP
400WI DEx400DEEP STRI PFOOTI NG 4L11TM TOP 4L11TM BOTTOM TYP
450Ø CONC.BOREDPI ERS @ 2000CTS.MAX. MI NI MUM DEPTH OF1000mm SUPP.PSTPOSTS TYP
THI SFOOTI NG HASBEENDESI GNED FORCLASSP,TREEEFFECTSUSI NG AS28702011RESI DENTI AL FOOTI NGSCODE THI SDESI GNHASBEENDONEI N ACCORDANCEWI THAPPENDI XH DESI GNCRI TERI A
LOCATI ONOFI NTERNALPROPERTYSERVI CES ( e. gDRAI NAGE,ELEC. ,PHONE,SEWER,ETC) ASSETSCOULDNOTBEDETERMI NED. I NFORMATI ONABOUTTHESESERVI CESMUST BEOBTAI NEDPRI ORTO THECOMMENCEMENT OFCONSTRUCTI ONANDPROVI DEDTO THI SOFFI CE FORREVI EW ANDCOMMENT ALLSERVI CESTO BEDI SCONNECTEDAT PROPERTYBOUNDARYDURI NGCONSTRUCTI ON
THEPOSI TI ON&DEPTHOFALLEXI STI NG UNDERGROUNDSERVI CES ( e. gDRAI NAGE,ELEC. ,PHONE,SEWER,ETC)TO BEDETERMI NEDPRI OR TOCOMMENCEMENTOFCONSTRUCTI ONANDANYDI SCREPANCI ES BROUGHTTO THEATTENTI ONOFTHI SOFFI CE I NFORMATI ONFROM ' 1100DI ALBEFOREYOUDI G'SERVI CE&RELEVANT AUTHORI TI ESSHOULDBEOBTAI NEDI NWRI TI NG BEFOREANY CONSTRUCTI ONI SCOMMENCED
ALLDRAWI NGSTOBEREADI NCONJUNCTI ONWI THNOTESSHEETS1 Rev
Dat e
Remar ks
Cl i ent
Det ai l s
M &KBAKOS Cl i entRef
-
PROPOSEDEXTENSI ON 15SHI RLEYAVENUE SEAFORD
Desi gn Dr awn
C. R C. R
Dat e Scal e
JobNo:
E18048S2
JUL16 1: 100@ A2 Rev
-
PROPERTYBOUNDARY PROPERTYBOUNDARY ENGAGEDBRI CKPI ERS @ 1000CTS TI MBERFLOOR MAX REFERTO PLAN
140x45F7PI NEFI XI NGPLATE,TREATEDH3 M8Ø TRUBOLTS@ 600MAX.CTSCENTRAL
TI MBERFLOOR REFERTOPLAN
RHS
PACKFLOORTO SUI T I NDI CATI VEONLY
50mm POCKET ( 30mm LARGERTHENPLATE) 10mm BASEPLATE 6mm CFW TO SHS
EXI STI NGSUBFLOOR I NDI CATI VEONLY
GROUTUNDERPLATE& GROUTFI LLPOCKET FB F. L
450ØCONC.BOREDPI ERS REFERTOPLANFORBOREDPI ERMAXSPACI NGS &FOUNDI NG TYP
150
400
150
150
150
200
200
50
200
EXI STI NGFOOTI NG I NDI CATI VEONLY
400
150
50
4L11TM
FOOTI NGSHOWN I NDI CATI VEONLY
COMPACTED SOI L TYP 4L11TM
400MI N
REFERTO PLAN
400MI N
F. L
REFERTO PLAN
FB
125x75 RHSBASEPLAN
&
450ØCONC.BOREDPI ERS REFERTO PLANFORBOREDPI ERMAXSPACI NGS &FOUNDI NG TYP TYP
SAMPLEONLY TI MBERDECK REFERTOPLAN
TI MBERFRAMI NG REFERTO PLAN
TYP
REFERTO PLAN Dat e
Remar ks
Cl i ent
600MI N
D+100 CLAYTRENCHPLUG TO AS2870 SPECI FI CATI ONSTOBEI NSTALLED ADJACENTTOFOOTI NG
REFERTOPLAN
200
50
300
REFERTO PLAN
200
200
450Ø REFERTO SOI LREPORT FORFOUNDI NGDEPTH &MATERI ALS TYP
50mm CLOSEDCELLPOLYETHELENE LAGGI NG MI NAROUNDPI PE
FLEXI BLEPI PECONNECTI ON TOBEI NSTALLEDONOUTSI DEOFEXTERNALFOOTI NGS ADJACENTTO SERVI CEPI PEOPENI NG &ALSOWI THI N ONE( 1) mI NACCORDANCEWI THAS28702011,SEC5. 6. 4 TYP
Cl i entRef
-
450ØCONC.BOREDPI ERS TO BEFOUNDEDASPERSOI LREPORT ORREFERTO PLANWHI CHEVERDEEPER DEPTHTOBEVERI FI EDONSI TE PRI ORTO COMMENCEMENT OFCONSTRUCTI ON TYP
ALLDRAWI NGSTOBEREADI NCONJUNCTI ONWI THNOTESSHEETS1 Det ai l s
M &KBAKOS
EPOXYTO POST
SERVI CEPI PE
=
DEEPENFOOTI NG EACHSI DE ASSHOWN 50mm CLOSEDCELLPOLYETHELENE D+100 300MI N LAGGI NGMI NAROUNDPI PE FLEXI BLEPI PECONNECTI ON TO BEI NSTALLEDONOUTSI DEOFEXTERNALFOOTI NGS ADJACENTTO SERVI CEPI PEOPENI NG&ALSO WI THI N ONE( 1) mI NACCORDANCEWI THAS28702011,SEC5. 6. 4 TYP
PSTPOST
NTS
350ØCONC.BOREDPI ERS REFERTO PLANFORBOREDPI ERMAXSPACI NGS &FOUNDI NG
S2
REFERTO TYPI CALBEAM FORDETAI LS
NTS Rev
D
COMPACTED SOI L TYP 50
1200MAX
SECTI ON
100x100 STUMP
FL
S2
SERVI CEPI PE
CLAYTRENCHPLUGTO AS2870 SPECI FI CATI ONSTOBEI NSTALLED ADJACENTTOFOOTI NG
100x100 STUMP TYP
C
REFERTOTYPI CALBEAM FORDETAI LS
300MI N
100x100 STUMP TYP
=
TYP
DB
D+100
SECTI ON
50
REFERTO PLAN
1800MI N
200
400MI N
REFERTO PLAN
DB
TI MBERFLOOR REFERTO PLAN
COMPACTED SOI L TYP
4L11TM
KDSTUDS ( PPPOSTSI MI LAR)
FB
230SQ MASONRYPI ER UNDERKDSTUDS
400
FB5890PRYDAJOI STHANGER 68G SCREWSx40LG TO FI XI NGPLATE ( 3EACHSI DE) 28G SCREWSx40LG TO JOI ST
90x45F7PI NE,TREATEDH3FI XI NG PLATE 212G SCREWSx150LG TOFB
KDSTUDS
F. L
B S2
50
140x45F7PI NEFI XI NGPLATE,TREATEDH3 M8Ø TRUBOLTS@ 600MAX.CTSCENTRAL
4L11TM
SECTI ON
&
150
PROPERTYBOUNDARY
NTS 350ØCONC.BOREDPI ERS REFERTOPLANFORBOREDPI ERMAXSPACI NGS &FOUNDI NG TYP
1000mm OR1/ 3POSTHEI GHT WHI CHEVERI SGREATER
A S2
200
TYP
50
SECTI ON
PROPOSEDEXTENSI ON 15SHI RLEYAVENUE SEAFORD
Desi gn Dr awn
C. R C. R
Dat e Scal e
JobNo:
E18048S3
JUL16 1: 20@ A2 Rev
-
MEMBERSCHEDULE MARK
NG I AM FR F OO ER UR T C RU ST NG I T S I EX
RB5
KD
RAFTERSR1@ 600CTS
2/ 240x42SMARTFRAMELVL15
RB5, RB6
240x58SMARTFRAMELVL15
RB7, RB8
2/ 240x35SMARTFRAMELVL15
RB9
150x58SMARTFRAMELVL15
L1
200PFC
C1
125x75x5. 0RHS
KD
2/ 90x42SMARTFRAMELVL15,DOUBLESTUDS
PST
125x125GL10DURAPOST
PP
90x90F7PI NEPOST
REFERTO TABLES1I NNOTESSHEET( S)FORALLSTEEL CORROSI ONPROTECTI ONREQUI REMENTS REFERTO TABLET1I NNOTESSHEET( S)FORALLTI MBER DURABI LI TY&TREATMENTREQUI REMENTS
E
S5
RB8
KD
C1 KDRB9
LI NTELTABLE
L1
BRC
ADOPTLI NTELSI ZESI NTABLEWHERELI NTELS NOTSPECI FI EDI NMEMBERSCHEDULE
BRC BRC
KD
KD
RAFTERSR2@ 600CTS
DR BRC
KD
BRC
BRC
RAFTERSR2@ 600CTS
DR
RAFTERSR1@ 600CTS
RB2
EX IS TI NG
RB1
BRC
RB4 BRC
RB6
2/ 240x42SMARTFRAMELVL15
RB4
ALLSTEELBEAMSTO HAVEUPWARDCAMBER -BEAMSLENGTH:0-4500mm ( 10mm) -BEAMSLENGTH:4500-10000mm ( 20mm)
T PS
RS HE OT BY S EN TT BA
KD KD BRC
KD
RB7
ED AD GR
ST RU CT UR E RO OF FR AM IN G
PP
PP
KD
BRC
RB1RB3
SI NGLESTOREYLI NTELS
C1
E
BRC
RB3
BRC
KD
KD
PTB
SAMPLEONLY KD
DESCRI PTI ON
25mm FLATTENSI ONBRACE FI XEDTOEVERYRAFTER TYP
SPAN 1200
LI NTELSI ZE 150x42SMARTFRAMELVL15*
2500
200x42SMARTFRAMELVL15*
3100
240x42SMARTFRAMELVL15*
3700
2/ 300x42SMARTFRAMELVL15*
MAXI MUM ROOFLOADWI DTH-7m THI STABLEOVERI DESALLOTHERNON ENGI NEERSPECI FI EDSPECI FI CATI ONS MAXI MUM WALLHEI GHTPERSTOREY3m * TO BESUPPORTEDON2/ 90x45MGP10PI NE STUDS,DOUBLESTUDSEACHEND &FORTI MBERFLOORS,100SQ STUMP &350SQx150DCONCPADEACHEND
BRC
BRC BRC
DENOTEDONPLANAS:
BRC
PTB
DENOTEDONPLANAS:
THESTABI LI TYOFTHESTRUCTUREDURI NG CONSTRUCTI ONI STHE SOLERESPONSI BI LI TYOFTHEBUI LDER.THI SI NCLUDESTHEI NSTALLATI ONOF SUI TABLETEMPORARYBRACI NG TO STABLI SESTRUCTURALELEMENTS UNTI LCOMPLETI ONOFTHEPROJECTCONSTRUCTI ON THI SALSOI NCLUDESTHESTABLI SATI ONOFALLEXCAVATI ONS( CUT&FI LL) I NCLUDI NGBATTERSOFLOW ANGLE.PROTECTI ONWORKSMUSTBEI NSTALLED ASSOONASPOSSI BLE. ASI TEMANAGEMENTPLANMUSTBEPROVI DEDTO THI SOFFI CE&TOBUI LDI NG SURVEYORPRI ORTO COMMENCEMENTOFCONSTRUCTI ONFORASSESSMENT THI SMUSTI NCLUDEMETHODSOFSTABLI SI NG &TEMPORARYBRACI NG SYSTEMS TO BEADOPTEDTHROUGHTHECONSTRUCTI ON&EARTHWORKSPROCESS&/ OR DURI NGPARTORFULLDEMOLI TI ON.
R1-240x45F7PI NE@ 600CTS R2-190x45F7PI NE@ 600CTS DR-DENOTESDOUBLERAFTERS 2/ 90x45MGP10STUDSTO BEI NSTALLEDUNDER DOUBLERAFTERSUPPORTPOI NTSUNO FOREAVESPERPENDI CULARTORAFTERDI RECTI ON JACKRAFTERSARETOBEI NSTALLEDTO AS1684 SPECI FI CATI ONS( EAVESUPTO 600mm OVERHANG)UNO 240x45MGP10PI NEBLOCKI NG @ 1800CTS &ATALLSUPPORTS( ORWI THI N300mm MAX)
PTB DENOTEDONPLANAS: REFERTOFRAMI NG DETAI LSHEETFORALLBRACI NG SPECI FI CATI ONS
ALLDRAWI NGSTOBEREADI NCONJUNCTI ONWI THNOTESSHEETS1 Rev
Dat e
Remar ks
Cl i ent
Det ai l s
M &KBAKOS Cl i entRef
-
PROPOSEDEXTENSI ON 15SHI RLEYAVENUE SEAFORD
Desi gn Dr awn
C. R C. R
Dat e Scal e
JobNo:
E18048S4
JUL16 1: 100@ A2 Rev
-
RB3 2/ 240x42SMARTFRAMELVL15
RB9 150x58SMARTFRAMELVL15
240x58SMARTFRAMELVL15
10mm CLEAT 100
6mm CFW TO CAPPLATE 20mm CLEAT
20mm CLEAT 100 50
50 100
6mm CFW TO COLUMN
FB6 200PFC
10MAX
6mm CFW TO COLUMN
45
150x150x8mm PRYDAHCTD HI GHCAPACI TYTI EDOWN
10MAX
C1 125x75x5. 0RHS
2/ 90x42SMARTFRAMELVL15 KDSTUDS
C1 125x75x5. 0RHS
SECTI ON
SB08225x0. 8mm PRYDASTRAP
2/ 90x42SMARTFRAMELVL15 KDSTUDS
812G SCREWSx40LONG 4EACHSI DEOFFSET
E S4
SAMPLEONLY
10MAX
RB2 2/ 240x42SMARTFRAMELVL15
50
50
RB4 2/ 240x 42SMARTFRAMELVL15
EQ EQ
RB1 2/ 240x42SMARTFRAMELVL15
80 50
3PERANGLE
50
2/ 100x100x8EA 1EACHSI DE
TO BEAM 50
RB9 150x58SMARTFRAMELVL15
CENTRALTO POST
60
PP 90x90F7PI NEPOST SB08225x0. 8mm PRYDASTRAP
12G SCREW x150LONG @ 600CTS
GRADEDBATTENS I NDI CATI VEONLY
2/ 90x42SMARTFRAMELVL15 KDSTUDS
812GSCREWSx40LONG 4EACHSI DEOFFSET
LAP1SI DEOFEACHBEAM ( OPPOSI TESI DES)OVERSUPPORT
2/ 35x90MGP10TOPPLATE
RB2 2/ 240x42SMARTFRAMELVL15
RB1 2/ 240x42SMARTFRAMELVL15
RB4 2/ 240x 42SMARTFRAMELVL15
190x45F7PI NER2RAFTERS @ 600CTS
50
CENTRALTO POST 412GSCREWSx60LONG
50
FB94152PRYDAJOI STHANGER 88GSCREWSx40LG TO BEAM/ TOPPLATE ( 4EACHSI DE) 48GSCREWSx40LG TO RAFTER SI MI LAROTHERSI DE
RB7 2/ 240x35SMARTFRAMELVL15 EQ EQ
240x45F7PI NER1RAFTERS @ 600CTS
45
PST 125x125GL10DURAPOST
150x150x8mm PRYDAHCTD HI GHCAPACI TYTI EDOWN
2/ 90x42SMARTFRAMELVL15 KDSTUDS
ALLDRAWI NGSTOBEREADI NCONJUNCTI ONWI THNOTESSHEETS1 Rev
Dat e
Remar ks
Cl i ent
Det ai l s
M &KBAKOS Cl i entRef
-
PROPOSEDEXTENSI ON 15SHI RLEYAVENUE SEAFORD
Desi gn Dr awn
C. R C. R
Dat e Scal e
JobNo:
E18048S5
JUL16 1: 10@ A2 Rev
-
MAXI MUM STUDSPACI NG 450mm 30mm x2. 8mm Ø GALV. FLATHEADNAI LSOR 6G x30mm SCREWS TYPI CAL
MAXI MUM STUD SPACI NG 450mm
25mm PRYDAST4DOUBLESI DEDSTUDTI E LOOPEDOVERTOP&BOTTOM PLATEANDFI XED TOSTUDWI TH6/ 10G x40mm SCREWS( 3EACHSI DE)
50
30x1. 0mm GALV.PRYDATENSI ONED SB103STRAPBRACE.CONNECTTOTOP& BOTTOM PLATES ( FOLDOVERFULLPLATEWI DTH) 4/ 10Gx40mm SCREWS TI GHTENPRYDASBTNBRACETENSI ONER TO MAXI MUM TENSI ON WAI T2WEEKS&REPEATTHEPROCESS THENSTRAPTOBEFI XEDTO STUDSWI TH 10G x40mm SCREW
FI XBOTTOM PLATETOFLOORFRAMEOR SLABWI TH2M10Ø DYNABOLTSBOLTS
50
EACHENDTOCONCRETESLABOR SLABWI TH2M10Ø BOLTSBOLTS
1800MI N 2700MAX
NAI LSSHALLBELOCATEDA MI NI MUM OF10mm FROM VERTI CALEDGESAND15mm FROM THETOP&BOTTOM EDGES.MAXI MUM STUD SPACI NG =600mm ATLEASTONESI DEOFTHE BRACI NGWALLSHALLBELI NED WI THGYPSUM PLASTERBOARD OREQUI VALENT
50
150
3000MAX
4. 5mm,F11PLYWOODOR 4. 8mm HARDBOARDPANEL
900MI N
EACHENDTO TI MBERBEAM/ BEARER
DENOTEDAS' BRC'ONFRAMI NG PLAN REFERTO www. pr yda. com. auFORSPECI FI CATI ONS 3KN/ m CAPACI TY BRACI NGPANELMI NI MUM WI DTH=1800mm
50mm TOP&BOTTOM PLATES&NOGGI NS 150mm VERTI CALEDGES,NOGGI NG 150mm I NTERMEDI ATESTUDS
DENOTEDAS' BRC'ONFRAMI NG PLAN 3KN/ m CAPACI TY 4. 5mm,F11PLYWOODOR4. 8mm HARDBOARD BRACI NGPANELMI NI MUM WI DTH=900mm
FI XBOTTOM PLATETO FLOORFRAMEOR SLABWI THM10ØDYNABOLTSBOLTS@ 900CTS TOCONCRETESLABOR SLABWI TH2M10ØBOLTSBOLTS@ 900CTS
32mm PRYDAQHS6CYCLONESTRAP 9/ 10G x40mm ( I NSTALLEDAS SHOWN)
RAFTER SHOWNI NDI CATI VEONLY
200 120-
2/ 22x19x1. 2mm PRYDAMAXIBRACE ABGALV.SPEEDBRACE( 1EACHSI DE) FI XEDTO STUDSWI THONE 10G x40mm SCREWS ANDTO TOP&BOTTOM PLATES ( FOLDOVERFULLPLATEWI DTH)
2/ 35x90MGP10TOPPLATE TYP ALLSTOREYSEXTERNAL WALLSTUDS TYP
NTS
SAMPLEONLY
TOTI MBERBEAM/ BEARER
NTS
RAFTER SHOWNI NDI CATI VEONLY 450mm POWERTRUSSBRACE TO BEI NSTALLEDTO MANUFACTURER' S SPECI FI CATI ONS I NDI CATI VEONLY
25mm PRYDAST4DOUBLESI DEDSTUDTI E LOOPEDOVERTOP&BOTTOM PLATEANDFI XED TO STUDWI TH6/ 10Gx40mm SCREWS( 3EACHSI DE) EVERYSECONDSTUD( MI NI MUM)
200 120-
FI XTOPPLATETO FLOOR FRAMEORSLABWI TH2M10Ø BOLTSTOTI MBERBEAM
CT900MI TEKGANGNAI L CYCLONETI E 9MI TEK30x2. 8Ømm HTGRH NAI LS( I NSTALLEDASSHOWN)
2/ 35x90MGP10TOPPLATE TYP
SPECI ALLYDESI GNED 50x 50x20mm STEEL BLOCKWASHER
3000MAX
TOPPLATE SHOWNI NDI CATI VEONLY
230MASONRYWALL I NDI CATI VEONLY
400 450
2M10Ø BOLTS
90mm WI DEFULLDEPTH MGP10BLOCKI NG BETWEENJOI STS ( ALT:FLOORJ OI STS)
MFA21BRUNSWI CKSALES MASONRYANCHORS @ 1500CTS TO MANUFACTURER' S SPECI FI CATI ONS
MI NI MUM SPACI NG 400mm
ALLSTOREYSEXTERNAL WALLSTUDS TYP
450MAX TYP
TI MBERFRAMEFI XI TY 5. 5KNPERBRACECAPACI TY
NTS NTS DENOTEDAS' PTB'ONFRAMI NG PLAN 450mm POWERTRUSSBRACE( PTB) REFERTO' www. power t r uss. com. au'
ALLDRAWI NGSTOBEREADI NCONJUNCTI ONWI THNOTESSHEETS1 Rev
Dat e
Remar ks
Cl i ent
Det ai l s
M &KBAKOS Cl i entRef
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PROPOSEDEXTENSI ON 15SHI RLEYAVENUE SEAFORD
Desi gn Dr awn
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Dat e Scal e
JobNo:
E18048S6
JUL16 1: 10@ A2 Rev
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