W E S TE R N
BA C E
SI X DEGREES ARCHI TECTS
REGI ON L NORTHEAST
EAST
SO UTH
W EST
A X O N O M
NO RTH
E T R IC
S H O T
O VERALL M O DEL SHO TS
FO UNDATIO NS
SOIL PROFILE
BEARING DEPTHS
HIGHLY REACTIVE SOIL IN RELATION TO M OISTURE
FO O TING S
STRIP FO O TING
PAD FO O TING
M ASS C O NC RETE
4L12T RENCH MESH BARSWI T H R10LI GAT URES
2000x2000mm PAD FOOT I NG WI T H 600mm DEPT H T AKI NG LOADSFROM PRECASTCOLUMN
ST ART ERBARSI NT O EDGEBEAM T OT I ECONCRET ESLABT O ST RI P FOOT I NGS
BARCHAI RS( GREEN)T O PROVI DECONCRET E COVEROF65mm
MASSCONCRET EUNDERFOOT I NGSAND T O BEFOUND 100mm I NT O BED ROCKDUET O POORSOI LCONDI T I ONS AND BEARI NG CAPACI T Y
CONCRET ECOVEROF65mm PROT ECT I NG REI NFORCI NG ST EEL FROM CORROSI ON I N EXPOSURE OFGROUND MOI ST URE
8DOWELBARSCONNECTPRECASTCOLUMN T O PAD FOOT I NG
LI NEOFI NFLUENCE
G RO UND FLO O R SLAB
SUSPENDED SLAB COMPRESSI BLECARDBOARD DET ERI ORAT ESOVERT I ME ALLOWI NG EXPANSI ON OFGROUND CONDI T I ONSI NT HE VOI D DUET O MOI ST URE& PREVENT SFROM DAMAGI NG CONCRET ESLABABOVE
BO XING O UT O F SLABS
REINFO RC EM ENT
ALLOWI NG PRECASTCOLUMN T O GO T HROUGH SLABAND SI TON PAD FOOT I NG
SL72MESH T OP,SL92MESH BOT T OM
ABELFLEXPROVI DED AROUND T HEPERI MET EROF COLUMN
EDG E BEAM & REBATES EDGEREBAT EALLOWSEXT ERNALWALLI NT O GROUND. WAT ERPROOFMEMBRANET APED AROUND T HEJOI NT S OFPROT UDED DOWELBARSI NT O ST RI PFOOT I NGS
CONCRET ECOVER30mm.DI FFERENTBARCHAI R ( GREEN)HEI GHT ST O SUPPORTT HEMESH
M ASO NRY
ONE THIRD RUNNING BOND, ARTICULATION JOINT & W EEPHOLES
INTERNAL BLO C KW O RK WALLBRACI NG REI NFORCED WI T H N12BARSAT400mm EACH WAY N12DOWELBARSI NT O SLAB
W ALL TIES
FLASHING
MASONRYT I ESPROVI DE ST ABI LI T Y
CAVI T YGROUTALLOWS FLASHI NG T O DI RECTMOI ST URE T O WEEPHOLESATPAVI NG LEVEL
EXT ERNALBLOCKWORK HOLLOW CORECAVI T I ESFI LLED WI T H CONCRET EAND NO REI NFORCEMENT S
I NT ERNALBRI CKWORKT I ED T O SLABWI T H N12DOWELBARS. NO HORI ZONT AL REI NFORCEMENT S.BRI CKCUTAT BOT T OM T O ALLOW SERVI CE DUCT S
STRETCHER BOND INTERNAL BLOCKW ORK
PREC AST C O NC RETE PREC AST C O LUM N CO LUM N REI NFO RCED WI TH R10 LI G S TO PREVENT CO LUM N FRO M BUCKLI NG
5O m m DI AM ETER PVC G RO UT DUCTS 8 N24 DO W ELS TO FI X TO FO O TI NG
C O NC RETE BEAM REI NFO RCEM ENTS I N THE BEAM
O VERALL SHO T
45m m REBATE I N CO LUM N W I TH CO UPLERS FO R 4 RB25 TI ES CO LUM N W I TH BEAM
FIRST FLO O R SLAB
ONEWAYSPAN HOLLOW CORESLABWI T H S12. 7 ST RANDSAT138kN PERST RAND
PRECAMBERSYST EM WI T H 80mm SCREED
N20LBARSI N EACH HOLLOW COREVOI D AND ATT OPT I ESSLABT O BEAM
SCREED REI NFORCED WI T H SL82MESH FOR4KPa LI VELOAD. BARCHAI RSPROVI DED ( GREEN) I NSLABHEAT I NG FORBELOW REI NFORCEMENT
T EMPORARYPROPPI NG OFI NSI T U EDGE
STEEL FRAM ING BRACKET S BOLT ED T O PFC AND I NT O FERRULEI N COLUMN WI T H M20BOLT S
CLEAT PLAT ESFOR GI RT S WELDED T O PFC
COLDFORMED GI RT S HOTROLLED PFC
ST EELPLAT EWELDED T O PFC FORWI NDOW SI LLSAND HEADS
THERM AL & M O ISTURE PRO TEC TIO N
R4. 5I NSULAT I ON BET WEEN GI RT S T HERMALBREAKSEPARAT ESMET ALELEMENTWHI CH I SPRONET O T HERMALBRI DGI NG DRAI NAGECCHANNELUNDERCLADDI NG FLASHI NG DI RECT SMOI ST UREOUT
HOLESI NT HERMALBREAKELEMENT ALLOWSWAT ER/ MOI ST UREOUTBUT PREVENT SI TFROM ENT ERI NG T HE BUI LDI NG ENVELOPE
R0. 2T HERMALBREAKRI GI DI NSULAT I ON WRAPSAROUND WELDED ST EELPLAT E FORWI NDOW SI LLSORHEADS
W INDO W S
ALUMI NI UM FRAMEANODI SED FI NI SH,DOUBLEGLAZED WI NDOWSUVALUE2. 2
T HERMALBREAKRI GI DI NSULAT I ON ATWI NDOW SI LL.T HERMALBREAKI N ALUMI NI UM FRAMI NG PREVENT ST HERMALBRI DGI NG OCCURENCE
T HERMALBREAKRI GI DI NSULAT I ON ATWI NDOW HEAD
SUNSHADING
REI NFORCED BORED PI ERFOR UNI VERSALCOLUMN
RHSBOLT ED T O 200x75PFC
BASEPLAT ESI T SON PACKI NG GROUTWI T H 4M16GALVANI SED BOLT SWELDED I NT O REI NFORCEMENTCAGE
LOWERSUNSHADI NG FORGROUND FLOOR WI NDOWS
UPPERSUNSHADI NG FORFI RSTFLOORWI NDOWS
C LADDING S, LINING S, FLO O R FINISH
CORT EN CLADDI NG WI T H WEAT HERI NG ST EEL.OXI DELAYERFORMSON RAW MAT ERI ALOVERT I MEWHI CH PRODUCESA RUST YRED COLOUR.ONCE FULLYFORMED SURFACEI SNEARLYI MPERVI OUST O OXYGEN PROT ECT I NG T HEST EELELEMENT SI NT HEFACADE.
ECHOPANEL,FORMPLYLI NI NG ON GROUND FLOOR
I NT ERNALLI NI NG ( FI RSTFLOOR) :CEI LI NG PLAST ERBOARD, PLYWOOD,FORMPLY
SERVI CEDUCTBELOW FORMPLYWI T H CARPET FI NI SH ON FI RSTFLOOR
BRI CKCUTOUTFORSERVI CEDUCT SWI T H CARPET FI NI SH ON GROUND FLOOR
RO O FING
HYJOI STWI T H PACKERSAND BAT T ENS
ST RAPBRACI NGS,CEI LI NG BAT T ENSSECURED T O JOI ST S
SAFET YNETI NST ALLED,I NSULAT I ON BET WEEN JOI ST S AND ON CEI LI NG
VERSI CLAD ROOFSHEETWI T H R2. 6I NSULAT I ON PANEL
VERSI CLAD ROOFSHEETUPT URN AND SECURED T O ROOFST RUCT URE
PARAPETI NT ERNALFACET RI MDECKLI NI NG FLASHI NG OVERROOFSHEET HANDRAI LSI NST ALLED FORSAFET YOF MAI NT ENANCEWORKERS