MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 1

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1 MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - Plot ate: Office: Filename: 19/08/201 :18:4 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt 1 TE N: person using the urecon drawings and other data accepts the risk of: 1. Using the drawings and other data in electronic form without requesting and checking them for accuracy against the original hard copy versions; 2. Using the drawing or other data for any purpose not agreed to in writing by urecon. Wherever a discrepancy in the contract documents is found and unless directed otherwise by the Principal/Engineer, the contractor shall adopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable. FOR INFORMTION ONLY RWING No. No. IS - NUMER 0000 RG S-.00

2 S-0-01 Plot ate: Office: Filename: 19/08/201 :18:49 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt /80 PF PORTL FRME 00/80 PF PORTL FRME 190x90 SG8 TIMER EM 240x90 SG8 TIMER EM GI L1-H (400) (500) LIFT ETILS REFER TO S GI L1-H (5000) (4000) PROVIE FIXING ETWEEN LIFTSHFT SHS POST N EXISTING UILING. FIXINGS TO E M12 OLTS T 00 RS TO EXISTING TIMER OLUMN N NEW OULE TIMER STUS TO TRIM LIFT SHFT LIENT TE ISION ETILS PPROVL FOR INFORMTION GI LP (00) (2900) GI LP (00) (1800) (7200) GI LP (00) GI L1-H (5000) (4000) (500) GI L1-H (400) SLE s indicated 00/80 PF PORTL FRME 190x90 SG8 TIMER EM 240x90 SG8 TIMER EM 1 00/80 PF PORTL FRME FOR INFORMTION ONLY RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - PLN IS - NUMER S-25-01

3 S-0-01 NEW FLOOR N TO FORM LIFT LOY. STRUTURE TO MTH EXISTING LIFT ETILS REFER TO S L1-H SEE S25-01 L1-H Plot ate: Office: Filename: 19/08/201 :18:5 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt 0 190x90 SG8 TIMER EM L1-H LIENT TE ISION ETILS PPROVL FOR INFORMTION GI LP(00) GI LP (00) GI LP (00) SLE s indicated 190x90 SG8 TIMER EM 1 L1-H FOR INFORMTION ONLY RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - FIRST FLOOR PLN IS - NUMER S-25-02

4 0 RL.70 m Plot ate: Office: Filename: 19/08/201 :18:5 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt 09 80PF 1 kn HOL OWN 190x90 SG8 1 kn HOL OWN 190x90 SG mm THIK EXISTING ONRETE WLL x90 SG8 kn HOL OWN mm THIK EXISTING ONRETE WLL LIENT TE ISION ETILS PPROVL FOR INFORMTION 01 S L1-H FOR INFORMTION ONLY SLE s indicated 1 RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - ROSS S SHEET ONE IS - NUMER S-0-01

5 EXISTING WLL FRMING TO E RELINE WITH GI-LP (00) EXISTING WLL FRMING TO E RELINE WITH GI-LP (00) EXISTING WLL FRMING TO E RELINE WITH GI-L1-H (4800) 02 S RL.70 m 2 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. 01 S-0-01 RL.70 m Plot ate: Office: Filename: 19/08/201 :18:59 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt 11 EXISTING WLL FRMING TO E RELINE WITH GI-GS2 (4000) EXISTING WLL FRMING TO E RELINE WITH GI-GS2 (1800) LIENT TE ISION ETILS PPROVL FOR INFORMTION 0 S EXISTING WLL FRMING TO E RELINE WITH GI-GS2 (4000) SLE s indicated 1 FOR INFORMTION ONLY RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - ROSS S SHEET TWO IS - NUMER

6 x400x400 SUMP SL ON GRE S x75U x0RHS U18 J5-150U18-J5 150U18 LIFT PIT - FOUNTION LEVEL LIFT SHFT - LIFT SHFT - FIRST FLOOR LIFT SHFT - TOP OF FRME S4.0 4 S40.0 RL.70m RING PLNE 150U18 RING PLNE RING PLNE 150U18 RING PLNE Plot ate: Office: Filename: 19/08/201 :19:02 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt RL.58m FIRST FLOOR LEVEL RL 0.000m RL -1.0m OTTOM LIFT PIT FIRST FLOOR LEVEL OTTOM LIFT PIT 1 S S x5 PLTE TO PSS THROUGH SLOTS UT IN RHS FWR ETWEEN PLTE N RHS FIRST FLOOR LEVEL OTTOM LIFT PIT 42 LIENT TE ISION ETILS PPROVL FOR INFORMTION SLE s indicated 1 FIRST FLOOR LEVEL OTTOM LIFT PIT 5 S FOR INFORMTION ONLY 200x0RHS RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. N ULTIMTE SOIL ERING PRESSURE OF 00KPa HS EEN SSUME 8. LIFT RILS Y LIFT MNUFTURER N INSTLLER MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - LIFT ETILS IS - NUMER S-40-05

7 RL 0.000m 00 LP 1 5 RL -1.0m OTTOM LIFT PIT H12 VERT.T 200crs EF H12 VERT.T 200crs EF PM 75 VR 50 VR H12 T 150crs T& EW mm EN PLTE 2-M1 HEMIL INJETION NHORS FE OF LIFT PIT 8mm PLTE FWR TO SHS 2-M1 8.8/S OLTS 8mm LET PST THROUGH POST FWR 5mm PPING PLTE 70 M1 8.8/S OLT M1 8.8/S OLT RING FWR TO POST POT N U 8mm PLTE FWR TO SHS 2-M1 8.8/S OLTS 8mm LET PST THROUGH POST FWR 90 5mm PPING PLTE U FWR TO POST M1 8.8/S OLT RING FWR TO POT N U 1 : S : S : S : S Plot ate: Office: Filename: 19/08/201 :19:04 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt H12 U-RS T 150 RS 4-H12 4-H12 H12 L-RS T 150 RS (x00) 200 SUMP ETIL 5 1 : S LIENT TE ISION ETILS PPROVL FOR INFORMTION SLE s indicated 1 FOR INFORMTION ONLY RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - LIFT SHFT GENERL ETILS IS - NUMER S-40-0

8 VIEW PORTL FRME W I N O W W I N O W W I N O W EXISTING OLUMN 1 EYON (TO REMIN) W I N O W SPLIE EXISTING ONRETE FOUNTION P (TO REMIN) 80PF W I N O W EXISTING OLUMN 1 EYON (TO REMIN) SPLIE W I N O W TYPIL PF PORTL ELEVTION S-0-01 PROPOSE ONRETE FOUNTION P RL.70 m 09 RL.70 m 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. EXISTING FLOORING 80PF PORTL UT N SUPPORT EXISTING FLOOR N JOIST ON NEW PORTL LEG S REQUIRE N MKE GOO (TYPIL) 70x0x12 SE PLTE 2-M20 G4. EPON HEMSETS 125 mm EMEMENT 25 mm RY PK MORTR PORTL LEG EXISTING TIMER FRMING/LING (TO REMIN) 00 (TYPIL EH SIE) SPLIE 2 No 20x90x mm ENPLTES, mm FWR, 2-M1 OLTS FLOORING FIXE TO TOP PLTE N PERIMETER JOIST WITH.15 mm 0 ENTRES EXISTING TIMER JOISTS/FLOORING EXISTING TIMER FRMING/LING (TO REMIN) Plot ate: Office: Filename: 19/08/201 :19:22 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt EXISTING FOOTING/OTTOM PLTE EXISTING ONRETE P (TO REMIN) ETIL 1 : H12 U RS-EW (TYPIL) EPTH TO MTH EXISTING FOOTING -H12 U RS ETIL ROUGHEN EXISTING P SURFE T NEW P LOTIONS (TYPIL) 1 : 12 U RS EPOXY GROUTE INTO EXISTING ONRETE FOOTING (TYPIL) EXISTING FOUNTION P G R O U N 12 mm STIFFENER PLTES, V- EVEL UTT WELS TO FLNGES. mm FWR TO WES, NOTE: PORTL ENS SIMILR (TYPIL) LIENT TE ISION ETILS PPROVL FOR INFORMTION 80PF ETIL SLE s indicated M12x45 mm OH 200 mm MXIMUM ENTRES (TYPIL) 1 : TYPIL PORTL SPLIE ETIL 1 FOR INFORMTION ONLY 90x45 TIMER PLTE FIXE TO PF WITH M MXIMUM ENTRES RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG M12 OH 200 MX ENTRES TO EXISTING JOIST, 40 mm MINIMUM EMEMENT MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - PF PORTL FRME ETILS 1 : IS - NUMER

9 1. LL TIMER TO E SG8 GRE. 2. LL WLL RING TO E INSTLLE TO MNUFTURERS SPEIFITION. THIS INLUES PERIMETER SHEET FIXINGS N WLL EN HOL OWNS.. LL INTERNL STEELWORK SHLL E LENE N THEN PRIME WITH ONE OT OF PPROVE RE OXIE ZIN PHOSPHTE LKY PRIMER TO HIEVE MINIMUM RY FILM THIKNESS OF 75 MIRONS. 4. NEW WLLS NOT LELE S SPEIFI RING WLLS SHLL E LINE WITH STNR PLSTEROR LININGS (OTH SIES FOR INTERNL WLLS. 1 SIE FOR EXTERNL WLLS) 5. SEE S48-01 FOR TYPIL LINTEL FIXING N RING WLL HOL OWN ETILS.. REFER TO ESIGN FETURES REPORT FOR ESRIPTION OF THE STRUTURL SHEME, LOING PRMETERS N %NS TRGET VLUES. 7. THESE STRUTURL ESIGN METHOOLOGIES HVE EEN EVELOPE SE ON SET RHITETURL LTERTIONS S WELL S NUMER OF SSUMPTIONS IN REGRS TO THE LOTION N EXISTING ETILS OF THE UILING. THE SUITILITY OF THESE STRUTURL SHEMES FOR PPLITION TO NY SPEIFI UILING SHOUL E SSESSE Y SUITLY QULIFIE ENGINEER PRIOR TO IMPLEMENTTION. UILING ONSENT WILL E REQUIRE EFORE RRYING OUT NY LTERTIONS. 8. ONTRTOR TO RESS NY SESTOS PRESENT IN THE UILING PPROPRITELY. 12mm STIFFENER 95x15 JOIST HNGERS WITH 4 M12 EPON NHORS TO EXISTING ONRETE WLL 190x90 SG8 TIMER EM 190x90 SG8 TIMER EM TIMER FRMING MUST OMPLY WITH: NZ 1 STRUTURES:S1 LUSE TIMER (NZS 04:2011) NZ 2 URILITY:S1 LUSE.2 TIMER (NZS02) FRMING IMENSIONS N HEIGHT RE S ETERMINE Y NZS 04 STU N TOP PLTE TLES FOR LO ERING N NON LO ERING WLLS. KILN RIE VERIFIE STRUTURL GRE TIMER MUST E USE. MHINE GRE TIMER SUH S LSERFRME IS REOMMENE. FSTEN GI RELINE TO FRME WITH 5mm X g GI GRER HIGH THREE SREWS T 50, 0, 150, 225, 00 mm FROM EH ORNER N 150mm ENTRES ROUN PERIMETER OF THE RING ELEMENT. FOR VERTILLY FIXE SHEETS PLE FSTENERS T 00 ENTRES TO THE SHEET JOINT. FIX NEW LINING IRETLY TO FRMING. IF PRT OF SHEETS RE USE ENSURE NILING T REQUIRE ENTRES IS RRIE OUT ROUN THE PERIMETER OF EH SHEET OR PRT SHEET. 2-mm EXPNSION GP SHOUL E LEFT ETWEEN SHEETS. FSTEN EOPLY WITH 50x2.8mm GLVNISE OR STINLESS STEEL FLT HE NILS. PLE FSTENERS NO LESS THN 7mm FROM SHEET EGE. FSTENERS RE PLE T 150mm ENTRES ROUN THE PERIMETER OF EH SHEET N 00mm ENTRES TO INTERMEITE STUS N WNGS. WHERE MORE THN ONE SHEET FORMS PRT OF THE RE ELEMENT EH SHEET MUST E NILE OFF INEPENENTLY. SPLIE 0.9x1x240 STINLESS STEEL 04-2 NILON PLTE mm x 12g S/S SREWS. 190x90 SG8 TIMER EM GI RELINE OR EOPLY (REFER TO PLNS FOR LOTIONS) EXISTING FRMING NEW 90x45 STUS T 00 RS MXIMUM x90 SG8 TIMER EM NEW 90x45 WNGS T 00 RS MXIMUM 225x150x12 EN PLTE 2-M1 GRE 8.8 OLTS PF LINTEL TO SHS OLUMN ONNETION 12 1 : S-0-01 OWM 55 NGLE RKET. 4-M12 GLVNISE OH OLTS INTO EM 1mm EMEMENT. 2-M12 GLVNISE OH OLTS INTO POST. 2-OWM 45 NGLE RKET. 1 EH SIE -M12 GLVNISE OH OLTS INTO EM 2-M12 GLVNISE OH OLTS INTO POST. 90x90 SG8 POST.15mm NILS T 250mm RS INTO EXISTING WLL FRMING 90x90 SG8 POST Plot ate: Office: Filename: 19/08/201 :19:25 a.m. -MOE-NELSON LOK ENTRL FILE ONRETE-_detached.rvt 20mm RY PK MORTR SHS OLUMN SE ONNETION 1 : S : 20x120x12 SE PLTE 2-M1 EPON NHORS 150 EMEMENT -H1 -H1 -H1 SETS "U" RS EH WY 500x500x400 EEP P FOUNTION 15 1 : S : S x90 SG8 POST OWM 51 NGLE RKET. 2-M12 GLVNISE YNOLT INTO EXISTING ONRETE WLL. 2-M12 GLVNISE OLTS TO POST. 1 : S LIENT TE ISION ETILS PPROVL FOR INFORMTION 1 1 : S-0-01 SLE 1 : PROVIE LOKING ETWEEN EXISTING FLOOR JOISTS M12 NHOR EPON 900 RS MX 125mm EMEMENT INTO EXISTING ONRETE FOUNTION WLL (TYPIL) M12 NHOR EPON 125mm EMEMENT INTO EXISTING ONRETE FOUNTION WLL. RILL TO VIO UTTING OF EXISTING REINFOREMENT GI L1-H, GI LG-H, LP-H, N EOPLY EP1 TYPIL HOL OWN ETIL 1 FOR INFORMTION ONLY RWN PPROVE W.E.NIHOLSON TE J..MKWN HEKE No J.FINNEGN RWING No. M.MGEHIE 0000 RG GI HNR RKET GE001 POSITIONE S LOSE S PRTILE TO THE INTERNL EGE OF THE OTTOM PLTE MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - ETILS IS - NUMER