C D E F G H J K L M N P Q INDEX TO SHEETS

Transcription

1 INDEX TO SHEETS SHEET S-000 COVE SHEET & DWING LIST S-00 GENEL NOTES & SPECIFICTIONS S-00 GENEL NOTES & SPECIFICTIONS S-00 GENEL NOTES & SPECIFICTIONS S-0 OOF PLN - UPPE S-0 OOF PLN - LOWE S-00 COLUMN & LINTEL PLN S-0 WEST ELEVTION & DETILS S-00 SLB PLN S-0 SLB DETILS S-0 SLB DETILS S-00 STEEL FME DETILS S-0 STEEL WLL FME SPECIFICTIONS S-0 STEEL OOF TUSS SPECIFICTIONS S-00 MSONY WLL TIES EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-000 EV

2 GENEL NOTES: G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. G.. THESE DWINGS SHLL BE ED IN CONJUNCTION WITH LL CHITECTUL ND OTHE CONSULTNTS DWINGS ND SPECIFICTIONS ND WITH SUCH OTHE WITTEN INSTUCTIONS S MY BE ISSUED DUING THE COUSE OF THE CONTCT. LL DISCEPNCIES SHLL BE EFEED TO THE CHITECT/ENGINEE FO DECISION BEFOE POCEEDING WITH THE WOK. DIMENSIONS SHLL NOT BE OBTINED BY SCLING THE STUCTUL DWINGS. DO NOT FOM THESE DWINGSNY DIMENSIONS SHOWN E IN MILLIMETES LL DIMENSIONS MUST BE VEIFIED ON SITE ND NY DISCEPNCY SHLL BE EFEED TO THE ENGINEE BEFOE POCEEDING WITH THE WOK SETTING OUT DIMENSIONS SHOWN ON THE DWINGS SHLL BE VEIFIED BY THE BUILDE. DUING CONSTUCTION THE STUCTUE SHLL BE MINTINED IN STBLE CONDITION ND NO PT SHLL BE OVESTESSED. LL WOKMNSHIP ND MTEILS SHLL BE IN CCODNCE WITH THE EQUIEMENTS OF THE CUENT EDITIONS OF THE S CODES ND THE BY-LWS ND ODINNCES OF THE ELEVNT BUILDING STTE UTHOITY. NO MTEIL CN BE SUBSTITUTED WITH NY NON USTLIN STNDD COMPLYING MTEIL. THIS EPOT IS BSED ON INFOMTION SUPPLIED BY THE. IF NY SPECT OF THE SITE PEPTION O POPOSED CONSTUCTION CHNGES FOM THT OIGINLLY DVISED, THE ENGINEE MUST BE NOTIFIED SO THT NY NECESSY MENDMENTS CN BE MDE. DEVELOPMENT PPLICTION DECISION NOTICE - FO WOK EQUIING BUILDING PPOVL, THE DEVELOPMENT PPLICTION DECISION NOTICE, ISSUED BY THE COUNCIL O BUILDING CETIFIE MUST BE FOWDED TO US PIO TO NGING NY INSPECTIONS WITH THIS OFFICE. THESE DWINGS MUST BE ED IN CONJUNCTION WITH ENGINEEING SPECIFICTIONS WHICH SHLL TKE PECEDENCE LL ELEVNT TDES TO E CCESS TO ENGINEEING COMPUTTIONS IT IS THE BUILDES ESPONSILITY TO ED ND UNDESTND LL NOTES PIO TO CONSTUCTION SUBSTITUTION OF NY PT OF THE DWINGS ELEVNT TO THIS DESIGN E NOT PEMITTED WITHOUT PPOVL OF STUCTEE. LL EFEENCED STNDDS TO BE THE CUENT VESION T TIME OF CONSTUCTION (a) LOD BEING WLLS E TO BE SHOWN ON PLN IN FULL LINES ND SHDED (b) WET ES SHOWN SHDED (c) WLLS ON SUSPENDED SLB SHOWN DSHED LL WOK TO CONFOM WITH THE POVISIONS OF THE BUILDING CODE OF USTLI LL DETILS TO BE CHECKED ND SITE MESUED, S EQUIED, PIO TO ODEING. CHECK NY DISCEPNCIES WITH THE ENGINEE G.. UNDE NO CICUMSTNCE IS NYTHING (INCLUDING BSKETBLL HOOPS) TO BE FIXED TO THE WLL BOVE LINTELS. OWNES TO BE NOTIFIED IN WITING. SITE CLSSIFICTION NOTES: C.. C.. C.. C.. C.. C.. C.. THIS EPOT HS BEEN BSED UPON INFOMTION POVIDED TO OU OFFICE ND/O GTHEED BY OU STFF. THIS EPOT HS BEEN PEPED IN CCODNCE WITH S 0 ND ELEVNT STTE LEGISLTION. SHOULD SOIL CONDITIONS ENCOUNTEED ON SITE DIFFE SIGNIFICNTLY FOM THOSE INDICTED IN THE SOIL TEST NOTED BOVE, THE ENGINEE MUST BE NOTIFIED BEFOE POCEEDING S THE SITE CLSSIFICTION MY NEED EVISING ND MODIFICTIONS TO THE DESIGN MY BE EQUIED. THE SITE INVESTIGTION MY BE ENDEED IELEVNT IF THE LOCTION OF POPOSED STUCTUES VY FOM THT SPECIFIED T THE TIME OF THIS EPOT. THIS EPOT ELTES TO THE CONDITIONS EXISTING ON THE LND T THE TIME OF THE SITE INVESTIGTION. THIS EPOT IS BSED UPON THE POPOSED CUT / FILL INFOMTION POVIDED BY THE. NY UNDVISED EXTENSIVE CUTTING O FILLING MY ENDE THIS EPOT IELEVNT. WHILE ESONBLE EFFOT IS MDE TO SSESS THE SITE'S SUITBILITY FO THE POPOSED CONSTUCTION, THIS EPOT DOES NOT TKE INTO CCOUNT SLOPE STBILITY. IF EQUIED BY THE COUNCIL, SUITBLY QULIFIED PESON SHOULD BE ENGGED TO UNDETKE SLOPE STBILITY SSESSMENT. LLOW BEING CPCITY PE ENGINEES EPOT LL FOUNDTIONS MUST BE INSPECTED ND PPOVED BY THE ELEVNT BUILDING UTHOITY PIO TO CONCETE POU SITE CLSSIFICTION CONT: C. TOPSOIL CONTINING GSS OOTS & OOTS SHLL BE EMOVED FOM THE E ON WHICH THE SLB IS TO BE PLCED C. MOISTUE BIE - THE SLB SHLL BE POVIDED WITH 00 MICON THICK VPOU BIE WITH LL LPS & PENETTIONS TPED & SELED 0. ON LEVEL SITES THE MINIMUM HEIGHT OF THE SLB BOVE FINISHED GOUND LEVEL SHLL BE mm. THIS MY BE EDUCED TO 0mm FO PVED ES DINING WY FOM THE BUILDING. CONCETE - CONCETE SHLL BE NOT LESS THN 0MPa GDE T DYS WITH 0mm NOMINL SIZE GGEGTE & 0mm SLUMP. EINFOCEMENT - DESIGN COVE TO UNPOTECTED GOUND SHLL BE 0mm, 0mm TO EXTENL EXPOSUE & 0mm TO THE MEMBNE IN CONTCT WITH THE GOUND. TENCH MESH IN BEMS SHLL BE OVELPPED THE WIDTH OF THE FBIC T "T & L" INTESECTIONS. TENCH MESH SHLL BE SPLICED WHEE NECESSY BY LP OF 00mm. LL FBIC TO BE SUPPOTED ON B 0mm MX SPCING.. TENCHES SHLL BE DE-WTEED & CLENED PIO TO CONCETE PLCEMENT.. LL WOK SHLL BE CIED OUT IN CCODNCE WITH THE EQUIEMENT OF S0 ESIDENTIL & FOOTINGS CODE & S00 CONCETE STUCTUES CODE. LEVELING FILLING - UP TO 00mm OF SNDY O GNUL LEVELING FILLING MY BE PLCED UNDE THE SLB PNEL POVIDED THIS IS PLCED IN OUGHLY EQUL LYES NOT MOE THN mm IN DEPTH. LYES SHLL BE COMPCTED BY VTING PLTE COMPCTO O OLLE OF SUITBLE WEIGHT & GIVEN SUITBLE NUMBE OF PSSES.. THE SLB MY EQUIE LOCL THICKENING ND DDITIONL EINFOCEMENT FO EBTES, FO SHOWES O ECESSES.. SLBS SHOULD BE GDED TOWDS DINGE OUTLETS O EXTENL DOOS. THE BSE OF STIP FOOTING SHLL BE HOIZONTL O SLOPE OF NOT MOE THN IN.. CHIMNEY - FOUNDTIONS SHOULD LLOW FO N INCESE IN WIDTH TO THE CHIMNEY DIMENSIONS PLUS THE DDITION OF N EXT LYE OF MESH TOP & BOTTOM MESH SHOULD EXTEND T LEST 00mm PST THE EDGE OF THE CHIMNEY C0. FOOTINGS MY EQUIE LOCL DEEPENING TO ECH THE FOUNDING MTEIL LEN MIX CONCETE MY BE USED TO FILL BEM EXCVTIONS UP TO THE MINIMUM BEM DEPTH. IF BEMS E POUED INSITU WITH THE INCESED DEPTH, THE BEM STEEL WILL EQUIE DOUBLING THE MOUNT. C. LOD BEING EDGE & STIFFENING BEMS E TO BE SUPPOTED ON NTUL SOIL O CONSOLID GNUL FILL WITH N LLOWBLE BEING CPCITY OF NOT LESS THN 0Kpa,SLB PNELS SHOULD BE SUPPOTED ON SOILS WITH N LLOWBLE BEING CPCITY OF 0Kpa. THESE CONDITIONS PPLY UNLESS THE SLB IS DESIGNED OTHEWISE. C. NOTE IF FILL IS ENCOUNTEED UNDE NEW EDGE BEMS, BEMS WILL NEED TO BE LOCLLY DEEPENED. FO BEMS GETE THN 00mm DEEP, DD N DDITIONL LYE OF EINFOCEMENT C. TEMITE POTECTION TO SLB, SLB PENETTIONS & PEIMETE FTE LNDSCPING TO MNUF SPECS. C. ENSUE THT THEE IS NOT LIP OF MOE THN mm T THE MIN ENTY POINT TO THE MP(S) & FOM THE MP TO THE DOOS. MP GDE MX :0 C. LL EINFOCEMENT STEEL TO COME FOM SUPPLIE CETIFIED BY USTLIN CETIFICTION UTHOITY FO EINFOCING BS BC COMPLINT STUCTUL MTEILS: THE DESIGN SSUMES THT LL STUCTUL MTEILS USED IN THE CONSTUCTION OF THIS POJECT INCLUDING BUT NOT LIMITED TO STEEL (STUCTUL ND EINFOCING) CONCETE, MSONY (INCLUDING BICKS/BLOCKS ND THE SSOCITED MOT) ND TIMBE COMPLY IN LL ESPECTS TO THE BUILDING CODE OF USTLI. THIS GENELLY MENS THT THEY MUST COMPLY WITH THE EQUIEMENTS OF THE PPOPITE USTLIN STNDDS FO THT MTEIL. IF THE BUILDE POPOSES TO USE NY STUCTUL MTEILS THT E SOUCED FOM OUTSIDE USTLI, IT WILL BE THE BUILDES BSOLUTE ESPONSILITY TO VEIFY THT THEY COMPLY WITH THE BUILDING CODE OF USTLI. STUCTEE MUST BE INFOMED OF NY STUCTUL MTEILS POOSED TO BE SOUCED FOM OUTSIDE USTLI ND LL SUPPOTING DOCUMENTTION EGDING THEI COMPLINCE WITH THE BC ND / O THE ELEVNT USTLIN STNDDS MUST BE SUPPLIED TO STUCTEE FO SSESSMENT. THE BUILDE MUST UNDESTND THT THEE MY BE SIGNIFICNT STENGTH ND STIFFNESS DEFICIENCIES (COMPED WITH THOSE SSUMED IN DESIGN) IN OUTSIDE MTEILS SOUCED FOM OUTSIDE USTLI ND THT THESE COULD SEVEELY IMPCT ON THE SFETY ND SEVICEBILITY OF THE STUCTUE STUCTEE ESEVES THE IGHT TO CHGE FEE TO MKE THE PPOPITE SSESSMENT ND TO LTE OU DESIGN SHOULD THIS BE NECCESSY CONSEQUENCE DINGE NOTES: D.. D.. D.. D.. D.. D.. D.. D.. D.. D.. D.. D.. LL WOKMNSHIP ND MTEIL SHLL BE IN CCODNCE WITH S0. DINGE SHLL BE CONSTUCTED TO VOID WTE PONDING GINST O NE THE FOOTING. THE GOUND IN THE IMMEDITE VICINITY OF THE PEIMETE FOOTING, INCLUDING THE GOUND UPHILL FOM THE SLB ON CUT-ND-FILL SITES, SHLL BE GDED TO FLL 0mm MINIMUM WY FOM THE FOOTING OVE DISTNCE OF.0m. SUFCE O SUBSUFCE DINS SHLL BE USED TO CHNNEL WTE WY ND CONNECT TO STOMWTE SYSTEM. NY PVING SHLL LSO BE SUITBLY SLOPED. PLUMBING TENCHES SHLL BE SLOPED WY FOM THE HOUSE ND SHLL BE BCKFILLED WITH CLY IN THE TOP 00mm WITHIN.m OF THE HOUSE. THE CLY USED FO BCKFILLING SHLL BE COMPCTED. WHEE PIPES PSS UNDE THE FOOTING SYSTEM, THE TENCH SHLL BE BCKFILLED WITH CLY O CONCETE TO ESTICT THE INGESS OF WTE BENETH THE FOOTING SYSTEM. EXCVTIONS NE THE EDGE OF THE FOOTING SYSTEM SHLL BE BCKFILLED IN SUCH WY S TO PEVENT CCESS OF WTE TO THE FOUNDTION. FO EXMPLE, EXCVTIONS SHOULD BE BCKFILLED BOVE O DJCENT THE FOOTING WITH MOIST CLY, COMPCTED BY HND-ODDING/TMPING. POOUS MTEIL SUCH S SND, GVEL O BUILDING UBBLE SHOULD NOT BE USED. WTE UN-OFF SHLL BE COLLECTED ND CHNNELED WY FOM THE HOUSE DUING CONSTUCTION. PENETTIONS OF THE EDGE BEMS ND FOOTING BEMS E TO BE VOIDED, BUT WHEE NECESSY SHLL BE SLEEVED TO LLOW FO MOVEMENT. CONNECTION OF STOMWTE DINS ND WSTE DINS SHLL INCLUDE FLEXLE CONNECTIONS. DDITIONL PLUMBING EQUIEMENTS E NEEDED FO MODETELY, HEVILY & EXTEMELY ECTIVE SITES IN CCODNCE WITH CLUSE. (F) FOM S 0. PLUMBING & DINGE UNDE THE SLB SHOULD BE VOIDED WHEE PCTICL (EFE S/NZS 00 CLUSE.) LL PIPEWOK INCLUDING STOMWTE FITTINGS & DPTES SHOULD BE POTECTED FOM MECHNICL DMGE. BUILDE TO ENSUE THT THE BE INFOMED OF NECESSITY TO MINTIN DINS IN GOOD ODE T LL TIMES POVISIONS SHOULD BE MDE FO THE CONNECTION OF OVEFLOW O WTE DISCHGE FOM FIXTUES SUCH S HOT WTE SYSTEMS & I CONDITIONES TO DIN S EQUIED BY THE ELEVNT LOCL UTHOITY. DESIGN CITEI: D.. D.. LODS INCLUDED IN THE DESIGN OF THE STUCTUE E DEFINED S PT :- DED ND LIVE LODS S PT : WIND LODS S PT : - ETHQUKE LODS ND LISTED BELOW LIVE LODS LOCTION GOUND FLOO PUBLIC ES DOMESTIC ES SUSPENDED FLOO STIS /LNDINGS NON TFFICBLE ES BLCONIES LIVE LODS (kn/m) D.. WIND LODS WIND EGION TEIN CTEGOY. Ms = Mt = Vultimate = m/s, Vservice = m/s D.. PTMENT TOWE ETHQUKE LODING: IMPOTNCE LEVEL Z = 0. (Melbourne) EDCII IN CCODNCE WITH S. - ETHQUKE CTIONS IN USTLI. ESIDENTIL GGE POPETY MINTENNCE NOTES: P.. THIS DESIGN IS BSED UPON THE NOML FOOTING PEFOMNCE CITEI POVIDED IN TBLE. OF S0-0 WITH DMGE CTEGOIES DETILED IN PPENDIX C. IF THESE PEFOMNCE CITEI IS UNSUITBLE FO THIS DWELLING PLESE CONSULT THIS OFFICE FO DDITIONL ENGINEEING DVISE ND DESIGN SEVICES. P.. THE OWNE'S TTENTION IS DWN TO PPENDIX B 'PEFOMNCE CITEI ND FOUNDTION MINTENNCE' ND PPENDIX C 'CLSSIFICTION OF DMGE DUE TO FOUNDTION MOVEMENTS' OF S 0-0. P.. WE LSO DIECT THE OWNE TO THE CSIO PUBLICTION BTF 'FOUNDTION MINTENNCE ND FOOTING PEFOMNCE: HOMEOWNE'S GUIDE'. COPIES OF THIS PUBLICTION E VILBLE FOM CSIO PUBLISHING ON PH: O T THIS EPOT MY BE ENDEED INVLID IF THE POPETY IS NOT MINTINED S ECOMMENDED IN THIS PUBLICTION. P.. P.. P.. THE LONG TEM PEFOMNCE OF DWELLING FOOTINGS IS DEPENDNT ON FCTOS SUCH S SITE DINGE, VEGETTION ND WTEING OF ES DJCENT TO THE DWELLING. WTEING OF LWNS ND GDENS SHOULD BE CONSISTENT. OVE WTEING CN DMGE FOOTINGS. EQULLY FOOTINGS MY BE DMGED BY POLONGED PEIODS OF NEGLECT FTE YES OF CEFUL WTEING. LEKING TPS ND PIPES ND BLOCKED DINS SHOULD BE EPIED POMPTLY. POLONGED NEGLECT CN LED TO DMGED FOOTINGS. THE ECOMMENDED DISTNCE THT NEW TEE SHOULD BE LOCTED FOM DWELLING WOULD BE EQUL TO O GETE THN % OF THE MTUE HEIGHT FO CLSS M SITES. 0% OF THE MTUE HEIGHT FI H & H SITES. % OF THE MTUE HEIGHT FO CLSS E SITES UNLESS STTED OTHE WISE IN THE SOIL EPOT TICULTED MSONY NOTES: THIS DESIGN SSUMES THT MSONY TICULTION JOINTS WILL BE INSTLLED UNLESS NOTED OTHEWISE ON FOOTING & SLB PLN. NY MSONY TICULTION JOINTS SHLL BE POSITIONED IN CCODNCE WITH TECHNICL NOTE PODUCED BY CEMENT CONCETE & GGEGTES USTLI ND S 00 SECTION... EFE TO TBLE BELOW FO MXIMUM SPCING ND MSONY TICULTION PLN (IF POVIDED) FO SPECIFIC LOCTIONS ND DETILS FO ENOVTIONS O EXTENSIONS TO EXISTING STUCTUES. MSONY TICULTION JOINTS SHLL BE POSITIONED WHEE EVE NEW BICKWOK MEETS OLD BICKWOK. WHEE MSONY TICULTION IS SHOWN BESIDE OPENINGS WITH BICKWOK BOVE THE OPENING, CE SHOULD BE TKEN TO POVIDE SLIP JOINT OUND THE END OF THE LINTEL... WHEE MSONY TICULTION IS SHOWN BESIDE OPENINGS, THE JOINT IS TO CONTINUE BETWEEN THE WINDOW/DOO FME ND THE BICKWOK TO THE FULL HEIGHT OF THE WLL. T THESE LOCTIONS, THE FMES E TO BE FIXED WITH FSTENES THT WILL LLOW MOVEMENT OF THE JOINT. FOUNDTIONS ND FOOTINGS: F.. F.. F.. F.. F.. F.. EMOVE LL TOP SOIL, VEGETTION ND DELETEIOUS FILL MTEIL FOM THE BUILDING E DIN OOF ND SUFCE WTE WY FOM FOOTINGS. LL FILLING TO BE COMPCTED IN WELL WTEED 00mm LYES USING CLEN WELL GDED SND TO POVIDE STNDD PENETOMETE EDINGS OF BLOWS PE 00mm. COMPCT BOTTOMS OF LL FOOTING TENCHES WHEE NTUL SND POVIDES PENETOMETE EDINGS LESS THN BLOWS PE 00mm. THE FOOTINGS E PEFOMNCE BSED DESIGN PIECING THE VPOU BIE (VPM) USING LEVELLING PINS ON FEE DINING SND PDS WILL STILL ENBLE THE BIE TO MEET THE PEFOMNCE POVISIONS OF THE BUILDING CODE OF USTLI FOOTINGS SHLL BE PLCED CENTLLY UNDE WLLS ND COLUMNS UNLESS OTHEWISE NOTED. F.. LL WOKMNSHIP & MTEILS SHLL BE IN CCODNCE WITH S 0 & NTIONL CONSTUCTION CODE (N.C.C.) F.. F.. F.. THE FOOTING DETILS SHOWN E FO THE SITE CLSSIFICTION STIPULTED. WHILST EVEY CE HS BEEN TKEN TO VEIFY THT THE INFOMTION SHOWN IS COECT, STUCTEE CONSULTING ENGINEES TKE NO ESPONSILITY FO VITIONS WHICH MY OCCU DUE TO VITIONS IN SITE CONDITIONS. SITE CLSSIFICTION S PE SOIL EPOT EXCVTIONS NE THE EDGE OF FOOTINGS E TO BE BCKFILLED ND COMPCTED IN SUCH WY S TO PEVENT THE CCESS OF WTE TO THE FOUNDTIONS.. F.. F.. F.. F.. F.. F... F... FILL USED IN THE CONSTUCTION OF SLB EXCEPT WHEE THE SLB IS SUSPENDED SHLL CONSIST OF CONTOLLED FILL O OLLED FILL IN CCODNCE WITH S 0: OLLED FILL CONSISTS OF MTEIL COMPCTED IN LYES BY EPETED OLLING WITH N EXCVTO. OLLED FILL SHLL NOT EXCEED 00mm COMPCTED IN LYES NOT MOE THN 00mm FO SND MTEIL O 00mm COMPCTED IN LYES NOT MOE THN mm FO OTHE MTEIL. CONTOLLED FILL CONSISTS OF WELL GDED SND FILL UP TO 00mm DEEP, WELL COMPCTED IN NOT MOE THN 00mm LYES BY VTING PLTE O VTING OLLE. NO SND FILL UP TO 00mm DEEP, WELL COMPCTED IN NOT MOE THN mm LYES BY MECHNICL OLLE, CLY FILL SHOULD BE MOIST DUING COMPCTION. THE DEPTHS OF FILL GIVEN BOVE E DEPTHS MESUED FTE COMPCTION. FO COMPCTED DEPTHS GETE THN THT GIVEN BOVE THE FILL SHLL BE SUBJECT TO CONTOL ND TESTING. IF TEST FILS THEN PIES E EQUIED. CONTCT THIS OFFICE PIO TO FUTHE CONSTUCTION. TOP SOIL CONTINING GSS OOTS O OTHE OGNIC MTEIL SHLL BE EMOVED FOM THE E ON WHICH THE SLB IS TO EST. IF NY FOOTING IS LOCTED SUCH THT LINE DWN T DEGEES (FO CLY ND 0 DEGEES FO SND) FOM ITS BSE INTESECTS PIVTE SEVICE TENCH, THEN PIES E EQUIED. SEE FOOTING & SLB DETILS FO EXMPLE. FOOTING & SLB PIES E EQUIED WHEE UNCONTOLLED FILL UNDE THE EDGE BEM/SLB IS PESENT. WHEE PIES E USED TO SUPPOT SLB ON UNCONTOLLED FILL, PLUMBING ND DINGE PIPES FOUNDED WITHIN SUCH FILL SHLL BE HUNG FOM THE SLB MESH WITH NON-COOSIVE STPS. FO STISFCTOY ESULTS, CONCETE MUST BE CUED FO T LEST DYS. CUING MY BE CHIEVED BY KEEPING THE CONCETE MOIST, BY PPLYING CUING MEMBNE, O BY COVEING THE CONCETE WITH MOISTUE BIE. MNY BUILDES FIND THT THE MOST STISFCTOY WY TO CUE SLB IS TO COVE IT WITH SHEETS OF POLYETHYLENE S SOON S POSSLE FTE FINISHING. IF SLB IS MOIST WHEN COVEED ND THE POLYETHYLENE IS HELD SECUELY ONTO THE CONCETE, THIS SYSTEM POVIDES STISFCTOY CUING OF THE CONCETE. MISCELLNEOUS NOTES: M.. M.. M.. M.. By: Date: WHEE TEMITE POTECTION IS EQUIED, INSTLL IN CCODNCE WITH S0. BUILDE SHLL CONFIM WITH OWNE THE PEFEED METHOD OF TEMITE MNGEMENT. OWNE IS ESPONSLE FO ONGOING INSPECTION OF STUCTUL TIMBE ELEMENTS ND ENSUING THT TEMITE MNGEMENT SYSTEMS E NOT BECHED. LODS FOM OOF MEMBES E TO BE LOCTED DIECTLY BOVE STUDS O WITHIN. x DEPTH OF PLTE FOM STUD PEFBICTED TIMBE WLLS/STUDS TO BE DESIGNED BY OTHES. EFE TO WLL/STUD MNUFCTUES DOCUMENTTION. PEFBICTED STEEL OOF TUSSES TO BE DESIGNED BY OTHES. EFE TO OOF TUSS MNUFCTUES DOCUMENTTION. SOIL EPOT: eport #: SOIL CLSSIFICTION: SOUTHEN GEOTECHNICL 0 UGUST 0 H00 CLSS P EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M D /0/ DDED ESIDENTIL GGE LIVE LOD SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-00 EV

3 MSONY.0 CONCETE ND FOMWOK STEEL N M LL MSONY SHLL COMPLY WITH S 00. MOT TO BE M EXCEPT POJECTS LOCTED WITHIN km OF THE OCEN MOT TO BE M CLSSIFICTION. CEMENTS OTHE THN TYPE GP POTLND CEMENT & 0% WHITE POTLND CEMENT SHLL NOT BE USED. M LL WLLS SUPPOTING SUSPENDED SLB TO E MINIMUM CHCTEISTIC UNCONFINED COMPESSIVE STENGTH FO MSONY UNIT OF MPa IN CCODNCE WITH S00. M BUILDE TO SSESS LL HOIZONTL CHSING TO ENSUE THT STUCTUE IS NOT JEOPDIZED. CONTCT THE ENGINEE IF UNSUE. M U.N.O. LINTELS FO LOWE WLLS OF TWO STOEY SECTIONS TO BE: OPENING LINTEL MIN END BEING UP TO 0mm 0 x x.0 U mm UP TO 0mm 0 x 0 x.0 E 00mm UP TO 00mm x 0 x.0 U 0mm UP TO 00mm x 0 x.0 U 0mm U.N.O. LINTELS FO UPPE STOEY WLLS TO BE: METL OOF EFFECTIVE OOF LOD WIDTH 00mm 00mm OPENING LINTEL MIN END BEING LINTEL MIN END BEING UP TO 0mm x x.0 E 0mm x x.0 E 0mm UP TO 0mm x x.0 E 0mm 0 x 0 x.0 E mm UP TO 00mm 0 x 0 x.0 E 0mm x x.0 U mm UP TO 00mm 0 x 0 x.0 E 0mm x x.0 U mm UP TO 00mm x x.0 U 00mm x x.0 U mm UP TO 000mm x x.0 U 0mm x 0 x.0 U 00mm UP TO 00mm x 0 x.0 U 0mm x 0 x.0 U 0mm M LINTELS E DESIGNED TO SUPPOT UP TO c OF BICKWOK & UP TO.m OF TILED OOF O.m OF METL OOF CLDDING M ICK COUSE, S EFEED TO IN THIS DOCUMENT IS STNDD mm HIGH. M MSONY WLLS DESIGNED TO COMPLY WITH S00 ND POVISION P. OF THE BC M LL BICKS E TO BE LID ON FULL BED OF MOT ND LL PEPENDS E TO BE FULLY MOTED. M POVIDE TWO LYES OF PGI OVE SLB WLLS M DO NOT SUPPOT OOF STUTTING BEMS O OTHE POINT LODS OVE THE LINTEL M LL STEEL WOK TO BE MINIMUM GDE 00 (MPa) IN CCODNCE WITH S/NZ. M MSONY WLLS DESIGNED TO COMPLY WITH S00 ND POVISION OF P. OF THE NCC. M WIES IN BICKWOK SHLL BE TETED FO COOSION POTECTION IN CCODNCE WITH TBLE... "POTECTIVE COTINGS FO STEELWOK" OF THE NCC. M ENSUE MINIMUM OF BED JOINTS E PLCED OVE ECH OPENING U.N.O. mm HIGH BICKS IF EQUIED M WLL TIES TO BE MX c CENTES VETICLLY ND 00 CENTES HOIZONTLLY (a) c CENTES MX T SIDES OF LL OPENINGS (b) c CENTES MX T COSS WLLS TIED TO THE INTENL WLLS O INTENL LEF OF EXTENL WLLS (c) 00 CENTES HOIZONTLLY T BED JOINTS TO BOTTOM ND TOP OF EXTENL LEFS (d) 00 CENTES HOIZONTLLY T BED JOINTS IMMEDITELY BOVE SLBS TO EXTENL LEFS CONSTUCTION NOTES THE PESENCE OF GOUND WTE WITH SUFCE SOIL MY LED TO CONSTUCTION DIFFICULTIES DUING WET WETHE. TTENTION TO SITE GDING/DINGE WILL BE EQUIED FOM THE STT OF CONSTUCTION. THE SITE SHOULD BE GDED O DINED SO THT WTE CNNOT POND GINST O NE THE FOOTINGS. WTE UN-OFF SHLL BE COLLECTED ND CHNNELED WY FOM THE HOUSE DUING CONSTUCTION C C C C C C C C LL CONCETE SHLL BE IN CCODNCE WITH THE CONCETE STUCTUES CODE S 00. BLENDED CEMENT (TYPE GB) SHLL CONFOM WITH S. EFE TO CONCETE TBLE FO COMPESSIVE STENGTH ND SLUMP VLUES. LL GLVNIZED ITEMS WHICH E CST INTO CONCETE E TO BE PSSIVTED IN 0.% SODIUM DICHOMTE SOLUTION O EQUIVLENT. UNLESS OTHEWISE SHOWN, CONSTUCTION JOINTS IN CONCETE SHLL ONLY BE MDE WITH THE PPOVL OF THE ENGINEE. POVIDE TWO LYES OF PGI OVE SLB LODED WLLS EXCEPT ETINING WLLS. BE ONTO CLEN BICKWOK FO TOP OF ETINING WLLS. LL CONCETE SHLL BE CUED CONTINUOUSLY BY PPOVED METHODS FTE PLCING, FO PEIODS SHOWN IN CONCETE TBLE. LL SUSPENDED FLOO CONCETE SHLL BE WELL COMPCTED BY MENS OF IMMESION TYPE VTOS. LL FOMWOK SHLL BE IGIDLY CONSTUCTED OF PPOVED MTEIL FOMWOK ND SUPPOTS SHLL BE DESIGNED TO WITHSTND LL POSSLE LOD COMBINTIONS DUING CONSTUCTION. SUSPENDED CONCETE WITH CONVENTIONL FOMWOK: (a) SLB TO BE KEPT POPPED FO MINIMUM DYS FTE CONCETE POU. EFE TO "T DE-POP" NOTE BELOW. (b) SLB MY BE STIPPED DYS FTE CONCETE POU. ENSUE DEQUTE POPS MINTINED DUING STIPPING STGE, TO ENSUE FULL SUPPOT FO THE SLB DUING CONSTUCTION. DO NOT DEPOP S WHOLE WHEN STIPPING. (c) THE SLB MY BE LODED WITH CONSTUCTION MTEILS WHILE POPPED. THE MTEILS SHOULD, WHEE POSSLE, BE PLCED OVE WLLS O OTHE SUPPOTS BELOW. (d) DO NOT BUILD MSONY WLLS OVE THE SLB UNTIL IT HS BEEN COMPLETELY DE-POPPED. 0 POU COLUMNS BEFOE BEMS ND SLBS. POU BEMS ND SLBS MONOLITHICLLY. LL PIPES/CONDUITS IN SUSPENDED SLBS E TO BE INSTLLED S FOLLOWS: (a) MX BUNDLE SIZE TO BE Ø0mm. (b) SPCING BETWEEN SINGLE O BUNDLED CONDUITS/PIPES TO BE MIN. TIMES THE LGE BUNDLE DIMETE. THIS DESIGN IS NOT SUITBLE FO POLISHED (O HONED) CONCETE FINISH UNLESS SPECIFICLLY STTED ON THE FLOO PLNS. SHOULD SUCH FINISHES BE EQUIED, THIS DESIGN SHOULD BE EFEED BCK TO THIS OFFICE FO CONSIDETION. CONCETE TBLE LOCTION CONCETE T DE-POP TYPE OF CEMENT COVE TO EINF' MIN CUING TIME GOUND SLB N0/0/0 - GB O GP 0 DYS FOOTINGS N0/0/0 - GB O GP 0 DYS FILL CONCETE N0//0 - GB O GP N / DYS SUSPENDED SLB INT. N0/0/0 U.N.O. 0 MPa U.N.O. GP ONLY 0 U.N.O. DYS SUSPENDED SLB EXT. N0/0/0 0 MPa GP ONLY 0 U.N.O. DYS BEMS INTENL N0/0/0 0 MPa GP ONLY 0 U.N.O. DYS BEMS EXTENL N0/0/0 0 MPa GP ONLY 0 U.N.O. DYS T DE-POP (PIO TO DYS): EFES TO MINIMUM CONCETE COMPESSIVE STENGTH EQUIEMENT BEFOE THE EMOVL OF LL POPS ND/O PPLICTION OF LODS. CONCETE COMPESSIVE STENGTH MUST BE CONFIMED BY TESTING IN STICT CCODNCE WITH S. PIO TO DE-POP. S (a) LL FBICTION, TOLENCES ND EECTION OF STEELWOK TO BE IN CCODNCE WITH S0 - STEEL STUCTUES CODE. MINIMUM WELD TO BE mm FILLET (b) LL HOLLOW SECTIONS (CHS, HS, SHS) SHLL COMPLY WITH S - STUCTUL STEEL HOLLOW SECTIONS (c) LL COLD FOMED SECTIONS OTHE THN THOSE COMPLYING TO S, TO BE MNUFCTUED FOM CONTINUOUS GLVNISED SHEET STEEL (GSS) CONFOMING TO S S (a) LL WELDING SHLL BE MINIMUM WELD CTEGOY SP (STUCTUL PUPOSE) IN CCODNCE WITH S - PT - WELDING OF STEEL STUCTUES. (b) WHEE BOTH PLTES TO BE WELDED E GETE THN.mm THICK, THE MINIMUM WELD IS TO BE mm FILLET. (c) WHEE EITHE OF THE PLTES TO BE WELDED E LESS THN.mm THICK, WELDING SHLL BE BY THE METL INET GS TECHNIQUE (MIG) CONFOMING TO S S LL COLUMN BSE PLTES SHLL BE SET ON 0mm MIN OF : CEMENT ND SND GOUT S LL STEELWOK (INCLUDING FSTENES) TO BE TETED IN CCODNCE WITH S CLUSE... "COOSION POTECTION" OF THE BUILDING CODE OF USTLI. SPLY STEEL BEMS (WHEE EQUIED) TO SUIT OOF PITCH. MIN END HEIGHT TO BE 0mm. S LL BOLTS SHLL BE IN CCODNCE WITH S ND BE CDMIUM PLTED O GLVNISED, U.N.O. S POVIDE HOLES O FIXING CLETS FO OTHE TDES S DIECTED IN THE SPECIFICTION O SHOWN ON THE CHITECTUL DWINGS S STEEL TO STEEL CONNECTION TO BE VI PL CLET FULLY WELDED TO WEB OF CONTINUOUS STEEL BEM FIX INTESECTING STEEL BEM TO CLET VI -M BOLTS S U.N.O. LTENTIVELY, STEEL BEM MY BE FULLY WELDED U.N.O. S STEEL TO TIMBE CONNECTION TO BE VI PL END PLTE FULLY WELDED TO END OF STEEL BEM. FIX END PLTE TO TIMBE BEM VI M BOLTS U.N.O. (MXIMUM SIZE OF STEEL BEM TO BE UB). S SEL LL OPEN ENDS OF PIPES O HS MEMBES. GIND OFF LL VISLE WELDS ND BND MKS TO NET PPENCE WHEE SPECIFIED S (a) THE CONTCTO SHLL EMIN ESPONSLE T LL TIMES FO POVIDING LL NECESSY TEMPOY BCING ND OTHE SUPPOTS DUING EECTION, TO STBILISE THE PTILLY CONSTUCTED BUILDING (b) PTICUL TTENTION MUST BE PID TO THE BUCKLING STBILITY OF BEMS ND COLUMNS PIO TO THE CONNECTION OF PULINS, GITS, FLYBCES ND OTHE BCING ELEMENTS (c) IT IS THE ESPONSILITY OF THE BUILDE TO OBTIN POPE TECHNICL DVICE WHEEVE NECESSY TO ENSUE THE PTILLY COMPLETED STUCTUE IS SFE FOM COLLPSE S (a) MSONY ND CONCETE WILL GENELLY NOT BE CONSIDEED S SUITBLE LTENTIVE TO CST-IN FEULES EXCEPT S SPECIFICLLY NOTED ON THE DWINGS (b) LL MSONY ND CONCETE NCHOS SHLL BE INSTLLED STICTLY IN CCODNCE WITH THE MNUFCTUES INSTUCTIONS, THE BUILDE MUST ENSUE THE NCHO LENGTH IS DEQUTE TO ENSUE COECT EMBEDMENT, BEING IN MIND THE THICKNESS OF THE PT BEING FSTENED. LL NCHOS FOUND TO BE INSTLLED INCOECTLY WILL BE EJECTED S THE INSTLLTION OF STTIC SFETY LINE POINTS (WHEE EQUIED BY THE ELEVNT UTHOITIES) SHLL BE THE BUILDES ESPONSILITY S LL STEEL TETMENT TO BE IN CCODNCE WITH TBLE... OF THE NCC (VOLUME ) CUENT VESION ND S S MINIMUM O S PE CHITECTS / BUILDES FUTHE SPECIFICTION. LL HOLDING DOWN BOLTS TO BE HOT DIP GLVNISED (00g/sqM) UNO. EPOXY COT LL STEELWOK BELOW GOUND LEVEL. S LL DISSIMIL METL CONTCT TO BE ELECTICLLY ISOLTED BY USE OF NON-CONDUCTIVE LOD BEING SPCES TO MNUFCTUES SPECIFICTIONS S LL SITE WELDS TO BE MINIMUM mm CONTINUOUS FILLET WELDS uno. POPELY CLENED ND PEPED BEFOE WELDING. POWE TOOL CLEN TO BE CLSS FOLLOWING WELDING ND PINT WITH COTS OF ZINC ICH PINT ND TOP COT TO MTCH EXISTING S BOLTS UNLESS UNO TO BE MIN GDE./S S LL STEELWOK OTHE THN THT ENCSED BY CONCETE ND MTING SUFCES OF FICTION GIP BOLT CONNECTIONS SHLL BE GIVEN ONE COT OF PPOVED STEEL PIMING PINT S0 CMBE TO STUCTUL STEEL OOLF BEMS, TUSSES, POTLS ETC TO BE mm FO EVEY METE OF SPN UNO S LL STEEL STUCTUES & FMES E TO BE DEQUTELY POPPED & BCED IN LL DIECTIONS BY THE BUILDE, DUING CONSTUCTION UNTIL LL PEMNENT WLL & OOF BCING IS IN PLCE S STEEL MEMBES TO BE GDE 00+ (U.N.O) S LL EXTENL STEEL LINTELS TO BE COTED WITH UST INHITIVE LKYD PIME O EQUIVLENT S LL BICK LINTELS TO BE POPPED T MID-SPN UNTIL BICKWOK OVE IS MINIMUM OF DYS OLD EINFOCING EINFOCEMENT SHLL BE IN CCODNCE WITH THE FOLLOWING STNDDS; INDICTES PLIN EINFOCING B 0N TO S/NZS. L INDICTES PLIN O DEFOMED WIE 00L O D00L TO S/NZS. L INDICTES DEFOMED ECTNGUL MESH D00L TO S/NZS. SL INDICTES DEFOMED SQUE MESH D00L TO S/NZS. N INDICTES DEFOMED BS D00N TO S/NZS. S INDICTES DEFOMED BS D0N TO S/NZS. EINFOCEMENT SHLL BE PLCED WITH CCUTE COVE S PE CONCETE TBLE. LL SUSPENDED FLOO EINFOCEMENT SHOULD BE INSPECTED ND PPOVED BY THE ENGINEE BEFOE COMMENCEMENT OF THE POU. (a) MIN EINFOCEMENT IN CONVENTIONLLY EINFOCED SLBS SHLL NOT BE SPLICED UNLESS SPECIFICLLY SHOWN ON THE DWING. (b) DISTUTION STEEL IN CONVENTIONLLY EINFOCED SLBS MY BE SPLICED S NECESSY WITH LP OF x DIMETE. (c) MESH TO BE LPPED S SHOWN ON DWINGS. EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-00 EV

4 STEEL SUFCE TETMENT TBLE LEVELS OF SUFCE TETMENT Structure site in: Distance From Source of Corrosion: Protected Position Exposed Position Ocean O Heavy industrial area Over km Level Level. - km km Within 0. km Level Level Level Level Level Level Salt-water bay Over. km km Within 0. km Level Level Level protected position is one that is more than 0. km from the nearest location that is in line of sight of the source of corrosion Figure. >0. km Level Level Level TBLE Surface Treatment Type B C D TETMENT EQUIED TO CHIEVE EQUIED SUFCE TETMENT TYPE Black Steel No protection required emove loose scale by hand or power wire brushing Paint with one coat of a rust inhibitive alkyd primer or equivalent Prepare surface by power wire brushing or abrasive grit blasting. pply one coat of a rust inhibitive alkyd primer, followed by one finish coat of all-weather gloss acrylic paint Prepare surface by abrasive grit blasting or pickling (class /) followed by one of the following: + pply one coat of an inorganic zinc silicate, followed by one coat of all-weather gloss acrylic with UV protector + Hot dip galvanising + Epoxy high corrosion-resistant system or equivalent Galvanised Steel No additional protection required No additional protection required No additional protection required pply primer coat followed by a finish coat, both of zinc dust or zinc oxide type. Both coats may either be brushed or sprayed. In the case of decking, the treatment should be applied to the underside before installation. Note: For lintels supporting masonary some building authorities may require a higher level of surface treatment SUFCE TETMENT - STEEL Nearest location in line of sight of source P P P P P THOOUGHLY DEGESE TO EMOVE LL OIL, GESE ND OTHE SUFCE CONTMINNTS, EMOVE LL UST ND NY LOOSE MTEIL BY WIE BUSH O MECHNICL DEVICE PPLY PIME DIECTLY TO SUITBLY PEPED SUFCES. DO NOT PPLY OVE PEVIOUS COTINGS SYSTEMS (THESE MUST BE EMOVED) PIO PIME & FINISHED COTING TO BE PPLIED S PE MNUF SPECS. ENSUE LL SUFCE STEEL INCLUDING WELDS E DEQUTELY COVEED WITH PIME ND FINISHED COTING ENSUE WOK E IS DEQUTELY VENTILTED Source of corrosion House in "protected position" Figure Definition of a 'protected position' TBLE SUFCE TETMENT TYPE Level of corrosion potential Degree of Enclosure Level Enclosed Unenclosed <000 B Level B C Level C D steelwork within M of full height openings to be treated as unenclosed Total area of all openings (including unfixed windows) to be more than.% (/) full height openings to be not more than M wide Figure Maximum extent of openings in masonary walls for steelwork to be deemed to be 'enclosed' EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-00 EV

5 OOF MEMBE SCHEDULE COLUMN SCHEDULE MK B B COMMENT 00PFC 0PFC MK SIZE BSEPLTE BSEPLTE FIXING CP PLTE CP PLTE FIXING NOTES -M MSET CHEMSET x SHS 00 SQ x PL PL SEL + PL CLET -M./S BOLTS,, 0 NCHOS -M MSET CHEMSET C x SHS 0 SQ x PL PL SEL + PL CLET -M BOLTS,,,,, 0 NCHOS -M MSET CHEMSET C x SHS 0 SQ x PL SQ PL -M./S BOLTS,, 0 NCHOS -M MSET CHEMSET C x SHS 0 SQ x PL SQ PL -M./S BOLTS,, 0 NCHOS NOTE:. LL STEELWOK (INCLUDING FSTENES TO BE TETED IN CCODNCE WITH CLUSE... "COOSION POTECTION" OF BUILDING CODE OF USTLI. BUT & SITE WELD INTESECTING LINTELS TO COLUMN FCE. LOCTE BSE PLTE T FOOTING LEVEL. EXTEND COLUMN UP TO OOF LEVEL ND FIX TO OOF MEMBE S NOTED. ODS HIT (0) MISS () WELDED TO COLUMN. FIX STNDD. WIE TIES TO BICKWOK T c MX C/C. FLUSH TO BUILDES DETIL.. MITE CUT BICKS TO SUIT COLUMN STEEL OOF TUSSES BY OTHES WIND CKING LOD 0kN 0kN B B B OOF PLN - UPPE :0 (METL OOF) EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV

6 CNOPY BEM C O C (EFE TO THIS SHEET FO DETILS) C FLSH TO BUILDE'S DETIL. OOF MEMBE SCHEDULE SEE NOTE - B C STD Ø. GLVNIZED WIE c c/c MX. (LTENTE COUSE TO COLUMN TIES). 00 MX 00 MX OD HIT (0) ND MISS () WELDED TO COLUMN STNDD Ø. WIE c MX CENTES TYPICL MCHINE CUT BICKWOK TO SUIT. LTENTIVELY, DYLINE WLL TO BUILDE'S DETIL. DETIL TYP DETIL FO C & C :0 MK B B C C B B B B B COMMENT 00PFC 00PFC x SHS x SHS x SHS 00PFC 00PFC 00PFC 00PFC 00PFC SEE NOTE B B SEE NOTE B S-0 SEE NOTE B B SEE NOTE C D S-0 C SEE NOTE B B B SEE NOTE B SEE NOTE B E S-0 B SEE NOTE SEE NOTE SEE NOTE NOTE:. FULLY WELD CNOPY BEM TO FCE OF COLUMN. MITE CUT & FULLY WELD T CONE. OPEN PEGOL - BUILDE IS TO ENSUE IS WE THT THE PEGOL HS BEEN DESIGNED TO BE OPEN. IF PEGOL IS TO BE CLDDED, ENGINEE IS TO BE DVISED. FIX STEEL BEM TO STEEL BEM VI MIN mm CFW. FIX STEEL BEM TO COLUMN VI PLTE CP PLTE & -M GDE./S BOLTS. FIX B TO B VI CPBW. FIX STEEL BEM TO STEEL BEM VI PLTE NGLE CLET & -M GDE./S BOLTS ECH LEG. FIX B TO L VI PLTE NGLE CLET & -M GDE./S BOLTS B B SEE NOTE C S-0 B SEE NOTE B SEE NOTE SEE NOTE SEE NOTE STEEL OOF TUSSES BY OTHES OOF PLN - LOWE :0 SEE NOTE SEE NOTE (METL OOF) SEE NOTE B SEE NOTE SEE NOTE FIX B TO MSONY COLUMN / PIE VI -M MD B FIXING TO MSONY WLL :0 EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M B 0/0/ DETIL EVISED, NO COLUMNS IN BICKWOK M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV B

7 T C L T FIXING TO C : L L L L L L T MIN mm CFW TOP & BOTTOM TYP NOTCH BOTTOM FLNGE OUND C C BICK WLL T DETIL : 0x PL CFW 00x PL OOF MEMBE SCHEDULE LEGEND MK L L L L T B C C COMMENT 0x E xx UE 0x E x E SEE DETIL THIS DWG 00PFC x SHS x SHS x SHS EFE TO MSONY NOTES ON DG S-00 FO MINIMUM BICK END BEING SEE NOTE L B SEE NOTE L SEE NOTE SEE NOTE L B L B L B L SEE NOTE L L L SEE NOTE MX 00 BCK SPN B B L MX 00 CNTILEVE L C SEE NOTE SEE NOTE SEE NOTE SEE NOTE L L SEE NOTE NOTE:. MITE & FULLY WELD. FULLY WELD LINTEL TO FCE OF COLUMN. OVE & UNDE SEE ELEVTION DG S-0. SEE MSONY NOTES ON SHEET S-00 FO MINIMUM LINTEL END BEING EQUIEMENT. FULLY WELD LINTEL TO WEB OF CNOPY BEM B. LL COLUMNS TO BE TIED DOWN TO CONCETE SLB VI THK BSE PLTE & -M CHEMSET. MIN EMBEDMENT 0mm TO COLUMNS OVE EDGE & INTENL BEMS 0mm TO COLUMNS OVE SLB. FIX L TO B VI MIN mm STITCH WELD - HIT 00 ECH END, MISS, HIT 0. USE HEVY DUTY WLL TIES. WLL TIES TO BE MX COE VET. & 0 CTS HOIZ. ENSUE WLL TIES E INSTLLED TO MNUFCTUE ECCOMENDTION COLUMN & LINTEL PLN :0 L STEEL WLL FME BY OTHES L EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M B 0/0/ DDED B, T DETIL DDED, NO COLUMNS IN BICKWOK M C 0/0/ DDED NOTE, DDITIONL M D /0/ DDED ENTY M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-00 EV D

8 L L WEST ELEVTION :0 B B B EXTENL WLL B OOF CONSTUCTION TO CHITECTUL EQUIEMENTS SEE NOTE SHEET 0 B SEE NOTE L B STEEL NGLE LINTEL. c MIN c MX STEEL WLL FMES BICK VENEE LINTEL DETIL :0 MSONY WLL B SECTION Scale: :0 PLTE CP PLTE -M GDE./S BOLTS B C L L SECTION Scale: :0 SEE NOTE B SEE NOTE SEE NOTE D SECTION Scale: :0 WLL NOT SHOWN FO CLITY. THIS DETIL IS TO POVIDE LINTEL SIZES ONLY FO SINGLE STOEY BUILDINGS.. LINTELS E DESIGNED TO SUPPOT UP TO MIN c ND MX c OF BICK WOK.. DO NOT SUPPOT OOF STUTTING BEMS O OTHE POINT LODS OVE THE LINTEL.. ICK COUSE, S EFEED TO IN THIS DOCUMENT IS STNDD mm HIGH.. IT IS PEMISSLE TO DJUST THE SPN BY OUNDING TO THE NEEST BICK LENGTH, SUBJECT TO IT BEING NO MOE THN 0mm.. WHEE LINTEL BES ON PEPENDICULICKWOK, BEING IS TO BE COSS THE FULL WIDTH OF THE BICK (0mm MIN). E SECTION Scale: :0 L MIN END BEING L TO B FIXING :0 EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M B 0/0/ EVISED SECTIONS C, D, E, DDED L FIXING DETIL M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV B

9 LOCLLY WIDEN FOOTING EB EB LOCLLY WIDEN FOOTING EB EB EB EB BP EB EB EB EB EB MIN BP EB BP BP BP EB EB BUILDES NOTE FO POLISHED CONCETE SLB ON GOUND FLOOS:. ENSUE SLB IS POUED THICKE THN 0mm TO ENSUE MINIMUM 0mm SLB THICKNESS ND COECT COVE FTE GINDING.. SL MESH. 0mm TOP COVE, mm LPS.. PLCE EINFOCEMENT ON CHIS TO ENSUE CCUTE COVE. CUE DILIGENTLY TO MINIMISE SHINKGE CCKING. CONCETE TO BE S/ /0, ND MIX TO BE DESIGNED BY CONCETE MNUFCTUE, TO EDUCE SHINKGE. EB EB VOID BP EB EB EB EB EB BP BP EB BP EB BP MIN LOCLLY WIDEN FOOTING EB EB EB EB EB BP BP EB LOCLLY WIDEN FOOTING LEGEND EB EB EB BP BP F BP EB E-ENTNT CONES x -LTM x m LONG MIN LTENTIVE -N BS 00x00 DEEP, LTM BOTTOM 00x00 DEEP, LTM BOTTOM 00 x 00 DEEP, LTM TOP & BOTTOM 00 x DEEP, LTM TOP & BOTTOM FOUNDING DEPTH 00 BELOW GOUND LEVEL FOUNDING DEPTH 0 BELOW GOUND LEVEL x00x0 DEEP, LTM BOTTOM NOTE: WHEE EXTENL BEMS WIDE THN 00mm E SPECIFIED, N EXTOTTOM B O EQUIVLENT OF THE SME SIZE B SHLL BE USED FO ECH 0mm DDITIONL WIDTH EB BP 0 EB BP BP 0 0 x DEPTH OF BEM BP 0x0 F BP NTUL OCCUING CLY PD FOOTING F DETIL :0 X BP EB EB EB EB EB EB SLB PLN 00 EB EB EB F :0 0mm MIN THK CONC SLB, UNO, mm MIN FO ES OF HYDONIC HETING TOP MESH SL - COVE 0mm MIN, BOTTOM MESH SL - 0mm MIN IN ES OF HYDONIC HETING LL INTENL & EXTENL BEMS TO BE FOUNDED 0mm INTO NTULLY OCCUING SLIGHTLY CLYEY SND EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M D /0/ DDED EB, NOTE SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-00 EV D

10 MX. MX. 0 MX OVELL DEPTH (refer plan sheet) 00 TYPICL EDGE BEM EB MX. INTENL BEM MX. VENDH EDGE BEM EB MX. MX. 0 0 MX TYPICL EDGE BEM EB WITH HYDONIC HETING INTENL BEM WITH HYDONIC HETING MX MX. 00 MIN MIN. 00 WET E SET DOWN BEM MX. SB 0 MX. 00 MX. BEM MX. JOINT TO BE THK. MX & THK. MIN. 00 INTENL BEM '' JOINT TO BE THK. MX & THK. MIN. 00 MX. JOINT TO BE THK. MX & THK. MIN. SINGLE SKINNED WLL JOINT DETIL Df FOOTING DEPTH (refer plan sheet) 00 MIN. 00 0x0 SQUE O 0 BEM 00 MX. SB MSONY CVITY WLL JOINT DETIL MSONY VENEE WLL JOINT DETIL ISOLTED PD DETIL (P) EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M D /0/ DDED 00 DETIL SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV D

11 Df FOOTING DEPTH (refer S) 00mm O LESS Df FOOTING DEPTH (refer S) 00mm O LESS Df FOOTING DEPTH (refer S) 00mm O LESS LENGTH. x Df Df FOOTING DEPTH (refer S) GETE THN 00mm ND LESS THN 0mm LENGTH. x Df LENGTH. x Df STIP FOOTING & LP DETILS N.T.S. (FO FOOTING DEPTH EFE TO DWG S) 00 0 PIE TO EDGE BEM DETIL EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV

12 NOTES TUSS TO BE LOCTED T WEB CONNECTION LOCTIONS ONLY TYPICL TYPICL TYPICL TYPICL FIX TO SPECIFICTION TYPICL TYPICL DETIL FIX WITH MIN x M FSTITE SCEW ECH SIDE (UNO). STUD TO PLTE FIXING DETILS DETIL FIX WITH MIN x M FSTITE SCEW ECH SIDE (UNO) DETIL TYPICL K-BCE DETIL WB STP BCE WHEE EQUIED. FIX T TOP ND BOTTOM PLTES STUD JUNCTION LOCTION. SEE BCING NOTES. TOP PLTE S SPECIFIED MIN MM CLENCE BETWEEN SCEWS ND DJCENT SCEWS ND STEEL EDGE (SHOWN S DSHED, TYPICL) NOGGING - FIX S SPECIFIED FIX S SPECIFIED. SEE SEPTE DETIL. JMB STUD S SPECIFIED SILL PLTE S SPECIFIED SILL PLTE S SPECIFIED STUDS T CENTES SPECIFIED. DOUBLE STUDS O JUMBO STUD T WLL JUNCTIONS. DOUBLE HEDE SILL CONNECTION SCEW LOCTIONS MX NUMBE X DOUBLE JMB (SCEWS EQUIE BOTH SIDES) MIN NUMBE F FCE X STUD/VETICL WINDOW HED WEB CONNECTION SCEW LOCTIONS MX NUMBE X (SCEWS EQUIED BOTH SIDES) MIN NUMBE F FCE X DETIL WINDOW HED WEB/ BCE CONNECTION SCEW LOCTIONS MX NUMBE X (SCEWS EQUIED BOTH SIDES) MIN NUMBE F FCE X DETIL 0 MX FIX S SPECIFIED FIX T OPENING S SPECIFIED TYPICL WLL FME DETILS :0 FIX S SPECIFIED T JUNCTION. FIX S SPECIFIED 0 MX 0 MX 0 MX 0 MX TYPICL SINGLE WLL BCE FIX T END OF BCE S SPECIFIED DETIL TYPICL DIMPLED SCEW HOLE LOCTION INDICTED ON ECH DETIL NOTE: MUST BE FIST SCEW CONNECTED MX 0mm NOTCH (SHOWN DSHED) NOTCHED S.0 STUD 0 x 0 x.0 SHS O 0 x 0 x.0 SHS STIFFENE Nº SEIES 00 TEKSCEWS T 0c/c 0 x 0 x.0 SHS O 0 x 0 x.0 SHS STIFFENE 0 0 SECTION NOTCHED S.0 STUD Nº TEKSCEWS T 0c/c HEDE SILL CONNECTION SCEW LOCTIONS MX NUMBE X SINGLE JMB (SCEWS EQUIED BOTH SIDES) MIN NUMBE F FCE X DETIL HEDE SILL CONNECTION SCEW LOCTIONS MX NUMBE X DOUBLE JMB (SCEWS EQUIED BOTH SIDES) MIN NUMBE F FCE X DETIL POVIDE S.0 STIFFENE BETWEEN STUD TO SUPPOT NY TUSS NOT LOCTED WITH 0MM OF STUD LOCTION FIX TO TOP CHOD WITH NO TEKS T 0MM CENTES STGGEED END MX 0MM FOM ENDS STUD STIFFENE T NOTCH DETIL Typical Typical DETIL EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-00 EV

13 Floor Frame Criteria max.m high walls, Wind Class N (MX.m LW INCLUDING EVES) U.N.O. ll HS/SHS to be G0 or DULGDE Note: Stud height is measured from floor level to ceiling restraint level. (U.N.O.). double stud is equivalent to a boxed stud. If any of these criteria are exceeded and not marked on the engineers plan, refer back to the engineer for advice prior to proceeding Teks to placed mm min from any edge and adjacent teks, (U.N.O.). Bottom plate Section Fixing (UNO) Location Hold Down Notes External S.0 N/ N/ Internal S.0 N/ N/. Top plate External S.0 N/ N/ See detail Internal load bearing S.0 N/ N/ See detail Internal non load bearing S.0 N/ N/. Vertical stud sections (stud height up to.m) External S.0 M fastite screws (each end) 0c/c Type Spacing to suit cladding Studs under point loads S.0 M fastite screws (each end) Under trusses/rafter locations Type Spacing to suit cladding Studs at ends of B S.0 M fastite screws (each end) N/ Type t start and ends of brace ll HS/SHS locations as marked on layout Fix SHS/HS to abutting studs s marked on layout Type D via /-x 00c/c Internal load bearing S.0 M fastite screws (each end) N/ Type t start and ends of brace Note: LW above includes eave width Studs are required to be located directly under all load bearing points, ie trusses & rafter. efer studs under point load detail below. Beams will require column supports to suit. See layout for locations. internal non load bearing S.0 M fastite screws (each end) 00c/c Type spacing to suit cladding Junctions stud S.0 M fastite screws (each end) Type. Studs to the sides of openings (External wall stud height up to.m) Size Section Fixing (UNO) Spacing Max.0m Opening S.0 M fastite screws (each end) N/ Type Max.0m Opening Double S.0 M fastite screws each stud (each end) N/ Type B Max.0m Opening xx.0 SHS Fix SHS/HS to abutting studs N/ via /-x 00c/c Type D Wider openings to be engineered to suit requirement. Contact engineer if not specified.. Studs to the sides of openings (Internal load bearing wall stud height up to.m) Size Section Fixing (UNO) Spacing Max 0.m Opening S.0 M fastite screws (each end) N/ Wider openings to be engineered to suit requirement. Contact engineer if not specified.. Stud to side of openings (non load bearing internal walls) Max.0m Opening S.0 M fastite screws each stud (each end) N/. Window sill plate (stud height up to.m) Max.0m Opening S.0 M fastite screws (each end) N/ Max.0m Opening Double S.0 M fastite screws each stud (each end) N/ Wider openings to be engineered to suit requirement. Contact engineer if not specified.. Window head bottom plate (min head height 00mm for stud height up to.m) Max.m Opening S.0 M fastite screws (each end) N/ See detail Max.0m Opening Double S.0 M fastite screws (each end) N/ See detail Max.0m Opening xx.0 SHS Fully Weld N/ Wider openings to be engineered to suit requirement. Contact engineer if not specified.. Window head top plate (min head height 00mm for stud height up to.m) Max.0m S.0 M fastite screws (each end) Max.0m Double S.0 M fastite screws each stud (each end) Wider openings to be engineered to suit requirement. Contact engineer if not specified. STUDS E EQUIED TO BE LOCTED DIECTLY UNDE Web size Section Fixing (UNO) Spacing Notes LL LOD BEING POINTS, IE TUSSES & FTE. Max.m Opening S.0 M fastite screws (each end) 00c/c Spacing to suit cladding Max.0m Opening S.0 M fastite screws + x g flat head screws (each end) 00c/c See detail Max.0m Opening Double S.0 M fastite screws + x g flat head screws (each end) 00c/c See detail Trusses are to align with web underneath refer studs under point load detail below. Wider openings to be engineered to suit requirement. Contact engineer if not specified Studs under sills Studs up to.m S.0 M fastite screws (each end) 00c/c Type Spacing to suit cladding Nogging Stud height up to.m S.0 M fastite screws (each end) Midheight of wall Not required for wall under.m high. Brace B Stud height up to.m S.0 M fastite screws (each end) s marked on layout See ceiling connection details. Wallframe junctions Fix frames together using No teks at top, nog location and at bottom. Fixing to be max mm from the web of the top/ bottom plates. lternatively, at top provide mm x mm wide plate. Fix each end with No teks. Hold Down Type Typa. M 'amset' Dynabolt Plus with 0mm embedment or equivalent with.kn capacity and Washer (refer to Washer Detail ). Ensure maximum 00mm spacing of hold down location. Type B. M 'amset' TruBolt with mm embedment or equivalent with.kn capacity and Washer (refer to Washer Detail ). Type C. M Grade. 'amset' Chemset eo 0 nchor Stud with 0mm embedment or equivalent with.kn capacity and Washer (refer to Washer Detail ). Type D. SQ x PL baseplate with Lugs x 00 Long. Lugs on baseplates to be cast into concrete. ll steelwork that is cast into concrete to be hot dip galvanised to S/NZS 0 after fabrication. Type Type WLLFME NOTE: ENSUE WLL STUDS E FULLY BEING ON TOP ND BOTTOM TCK. BCING FO THE WLL FMES North-South Direction s Marked on Wallframe Layout East-West Direction s Marked on Wallframe Layout NOTES Maximum spacing between braced wall frames perpendicular to the building width or length shall not exceed m. Evenly space bracing walls full width of building. larger spacing requires ceiling bracing to suit. efer to as as a guide to spacing requirements of brace walls. B BCE (S MKED ON CHITECTUL DWINGS) Standard bracing capacity of the angled S.0 brace as indicated in the typical wall frame details is kn for a brace extending diagonally over min 0mm ( adjacent bays) and 0mm height. If brace is spread over a shorter width or higher frame, the capacity is to be reduced proportionally to the height increase and length reduction respectively. ie a "K" brace over 00mm is rated at.kn brace capacity. all connections to have Nº teks. Diagonal bracing studs are to be connected to studs. do not connect to noggins. Diagonal bracing studs are not to be notched other than at the lip under any circumstances. This brace capacity includes 0.kN/m allowance for sheeting on one side. MX 0mm STUD UNDE POINT LOD LIGNMENT MX 0mm OFFSET DETEMINING PPOPITE ENGINEEED WLL FME HEIGHT 0. / 0. 0 DO NOT NOTCH BCE MEMBES OTHE THN T THE LIP (IF EQUIED) DO NOT CONNECT TO NOGGINS B BCE DETIL mm BOTTOM PLTE DOUBLE STUD CONNECTION NOTE: C/C BOXED STUD WITH SINGLE STUD CONNECTION TIPLE STUD CONNECTION NOTE: C/C 0mm MIN SLB EDGE BOLT OFFSET 0 SLB EDGE x 0 x mm WSHE BOLT S SPECIFIED WSHE DETIL G00 STEEL OFFSEET HOLE TO SUIT CONCETE EDGE FMECD LIPPED CEE SECTION KING CEILING TUSS BOTTOM CHOD INTESECTING WLL FME T CEILING HEIGHT KING/COFFEED CEILING INTESECTING WLL FME EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV

14 FIX TUSS TO WLL FME EFE TO MEMBE CONNECTION a. MX 00 FIX TUSS TO WLL FME EFE TO MEMBE CONNECTION a. Sheeted TUSS CONNECTION DETIL MX oof Load rea:.m Sheeted TUSS CONNECTION DETIL MX oof Load rea:.m FIX TUSS TO WLL FME EFE TO MEMBE CONNECTION a. Sheeted FIX BOTTOM OF TUSS TO NOGGIN POVIDED IN WLL FME. EFE TO MEMBE CONNECTION f. TUSS CONNECTION DETIL MX oof Load rea:.m MX 00 FLSHING BY OTHES FIX BOTTOM OF TUSS TO DOUBLE NOGGIN POVIDED IN WLL FME. EFE TO MEMBE CONNECTION f. Sheeted KING CEILING FIX POTL/FTE TO WLLFME EFE TO MEMBE CONNECTION a. POTL/ FTE CONNECTION DETIL MX oof Load rea:.m FIX C. CEEPE TO POTL/FTE TO MEMBE CONNECTION e. Sheeted KING CEILING 00 FIX POTL/FTE TO WLLFME EFE TO MEMBE CONNECTIONS a. POTL/ FTE CONNECTION DETIL MX oof Load rea:.m FIX GBLE OVEHNGE TUSS TO WLL FME EFE TO MEMBE CONNECTIONS b. MX 0mm FIX GBLE OVEHNG FME TO TUSS EFE TO MEMBE CONNECTION b. CEILING HEIGHT TUSS CEILING BTTEN FIX C. CEEPE TO POTL/FTE TO MEMBE CONNECTION e. MX MX 00 NOGGING IN GBLE OVEHNG FME SHEETED MX 00mm FLSHING BY OTHES WLLFME TO TOP OF THE TUSS FIX CEILING NGLE BCKET TO WLLFME STUD VI MEMBE CONNECTION c. FIX CEILING BTTEN TO CEILING NGLE VI MEMBE CONNECTION d. GBLE OVEHNG TUSS CONNECTION DETIL NOGGIN T WLLFME LOCTION GENEL NOTES. Creepers :- Creepers to be located at 0crs uno.. Hips :- Hips cantilevering max 00mm past wall frame.. Ceiling Hangers :- Ceiling hangers to be C.0. Fix ceiling hangers to rafters at 0 max cts with min x x 0. angle, No teks at each connection. When spanning between trusses ceiling hanger to be supported at 0 c/c with with C.0 spanning between trusses either side fix to truss with triple grip no teks each tab. Ceiling hangers to allow max 0c/c span for the ceiling battens.. Packers :- Packers to be fixed to wall plate with No teks. oof Battens :- efer to oof Batten Detail a) Fix 0 x 0.mm roof battens to truss top chords with No. teks each truss. Min battens required at per roof slope. b) Min trimmer at module ends located at sheeting joint.. Ceiling Battens :- a) Gyprock ceiling; Fix x 0.mm ceiling battens to bottom chord of trusses with No teks to each truss, generally at 00mm max centres uno. efer to manufacturers' requirements. b) Hardiflex ceiling; Fix x 0.mm ceiling battens to bottom chord of trusses with No teks to each truss, generally at 0mm max centres uno. efer to manufacturers' requirements. c) quacheck ceiling; Fix x 0.mm ceiling battens to bottom chord of trusses with No teks to each truss, generally at 0mm max centres uno. efer to manufacturers' requirements. 00 MX 00 MX GBLE END TUSS No. TEKS T NOGGINS ND No. TEKS EVENLY SPCED TO TOP PLTE GBLE OVEHNG FME 00 MX NOTE: Stud at 00c/c max, otherwise to cladding manufacturer's requirement GBLE OVEHNGE TUSS TIM C SECTION TO FIX C SECTION TOGETHE C SECTION POTL PEX CONNECTION DETIL HS PEX POTL CONNECTION DETIL MIN 0 WELD LENGTH TO FIX C SECTION TOGETHE FULLY WELD HS SECTION TOGETHE. FULL PENETTION OF mm SP BUTT WELD IS EQUIED 00mm CNTILEVE MIN CNTILEVE LENGTH PLCE ONE PYD HITCH PHH ECH SIDE OF THE TUSS. FIX WITH No TEKS TO WLL FME ND TO TUSS O EQUIVLENT FO FIXING TUSSES/JOISTS T IGHT NGLES TO BCING WLLS BOX STUD O HS PCKE. FIX CEILING HNGE TO PCKE VI Nº TEKS. FIX PCKE TO TOP PLTE VI Nº TEKS. TUSS BOTTOM CHOD. GENEL DESIGN CITEI Structural design actions (Permanent, Imposed, Wind) are in accordance with S/NZS :00, Parts 0, and S/NZS.:0, and S0:0. Wind Class = N egional Wind Speed (V) = 0m/s Design roof external wind pressure coefficients upwind of -0.p or 0.p, downwind of -0.p, gable roof -0.p, and internal wind pressure coefficient of 0.0p or -0.p ll construction to be in accordance with "The National Code of ustralia" - 0. ll fabrication to be in accordance with S/NZS 00 :00, "Cold-Formed Steel Structures" code. ll materials to conform with S :00, "Steel Sheet and Strip". ll timber work to comply with with S, "National Timber Framing Code" and S, "Timber Structures Code". ll fixings, teks, masonry anchors etc shall be installed to the manufacturer's requirements. oof Pitch - 0º to º Truss spacing - 00 uno after spacing - 00 uno oof batten spacing - 00 maximum sheeted, and to suit manufacturers' requirements Ceiling batten spacing - generally 00 internal uno, 0 uno to any external location. efer to manufacturers' requirements TUSSES Top chord - S.0 minimum. Bottom chord - S.0. minimum. Webs - S.0 minimum. Steel Grades - mm BMT min. G0, >.0-.mm BMT min. G00,.mm BMT min. G0. TUSS CONNECTIONS end. Webs to chords - Spans> m use M fastite screws + x g flat head screws each end but webs at internal support points to have M fastite screws + x g flat head screws each Notes: BOX LOCLLY a) Trusses to have a node point at all internal support points. b) Minimum edge distance to be greater of x tek diameter & mm. c) Minimum clear distance between teks to be x tek diameter. MEMBE CONNECTIONS. Note For open face connections provide a.mm Channel Overplate with min 0mm wide flanges min 0mm long. Fix with No teks top and bottom evenly spaced. Truss to Truss :- Minimum connection shall be,. a) Jack Truss to Girder Truss; Use Nº teks at maximum 00 centres on vertical min). b) Gable Overhang to Truss; Use Nº teks per stud Truss Fixings :- Unless otherwise detailed minimum connection shall be; a) To Wall Frame; Fix via Nº triple grip or universal bracket connectors with Nº tek screws per tab, triple grip or universal bracket connector may be substituted for ex.mm PGI angle bracket with Nº frame tek screws per tab. Provide a noggin at ceiling level to fix bottom of truss to at locations where wall.... extends beyond ceiling level. b) To Beam; Triple grip or universal grip with No teks per tab or via No. PGI angle bracket, No teks to each bracket leg c) Nº tek. d) Nº teks. e) Min Nº teks evenly spaced, or at 00c/c, max 0mm from edge. f ) Nº.mm PGI angle bracket to side of truss with Nº tek screws to each leg of each bracket and Nº teks to end vertical or angle bracket may be substituted for Triple grip or universal grip with No teks per tab. Creeper Fixings :- Unless otherwise detailed minimum connection shall be; a) Generally; Triple grip with No teks per tab. b) To Beam; Triple grip with No. Teks per tab. after Fixings :- Unless otherwise detailed minimum connection shall be; a) Generally; Nº Triple grip or Universal bracket with Nº teks per tab. Split Truss Connection & Joining to separate trusses :- a) Provide 00 long overplate S.0 Stud Top & Bottom typical. Fix with Nº teks Top & Bottom to each side typical. efer to Divide / Split Connection Detail. Screws :- Unless otherwise detailed, minimum steel edge distance shall be mm for all connections. TUSS BOTTOM CHOD, CEILING JOIST, FLOO JOIST. BCING WLL CEILING CONNECTION DETIL POVIDE STEEL PCKE TO SUIT TOP PLTE HEIGHT CEILING HNGE BCING WLL TUSS BOTTOM CHOD. NOTE:. POVIDE MIN PE B WLL. POVIDE MIN PE BW WLL. POVIDE MIN FO BW WLL.. FIX WLL WITH PE METE T LL OTHE LOCTIONS CEILING CONNECTION DETIL FO FIXING TUSSES/JOISTS PLLEL TO BCING WLLS NOTE:. POVIDE MIN PE B WLL. POVIDE MIN PE BW WLL. POVIDE MIN FO BW WLL.. FIX WLL WITH PE METE T LL OTHE LOCTIONS EV BY ISSUE / EVISION DESCIPTION EV BY ISSUE / EVISION DESCIPTION /0/ ISSUED FO CONSTUCTION SB M DFTE DESIGNE UTHOISED BY: NOTH Zemla Pty. Ltd. (: ) TF the Young Purich and Higham Codrington, Cranbourne, Victoria, TEL (0) - EMIL: melbourne@structerre.com.au POJECT :0 DWING EF. No. F0-S-0 EV